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Home My WebLink AboutC2025-271 - 12/16/2025 - Approved (4)kc CONTRACT DOCUMENTS FOR CONSTRUCTION OF CORPUS CHRISTI DETENTION CENTER PROJECT NUMBER: 25069 I TURNER RAMIREZ ARCHITECTS 3751 S. Alameda Street Corpus Christi, Texas 78411 TRA PROJECT NO. 2024-38 Record Drawing Number: PBG-963 CONSTRUCTION DOCUMENTS CONFORMED SET- 10/10/25 July 31,2025 Addendum No. 2 - September 24, 2025 Addendum No. 3 - September 26, 2025 Addendum No. 5 - October 2, 2025 Addendum No. 6 - October 2, 2025 00 0100 TABLE OF CONTENTS Division / Section Title Division 00 Preface Documents 00 00 00 Cover Sheet 00 0100 Table of Contents 00 0101 Seals Page (Optional) 00 0102 List of Drawings Division 00 Procurement and Contracting Requirements 00 52 23 Agreement (Rev 12-2021) 00 72 00 General Conditions (Rev6-2021) 00 73 00 Supplementary Conditions (Rev4-2022) Division 01 General Requirements 01 1100 Summary of Work (Rev 10-2018) 01 23 10 Alternates and Allowances (Rev 5-2020) 01 29 01 Measurement and Basis for Payment (Rev5-2020) 01 33 01 Submittal Register (Rev 10-2018) 01 35 00 Special Procedures (Rev 10-2018) 01 50 00 Temporary Facilities and Controls (Rev 8-2019) 01 57 00 Temporary Controls (Rev8-2019) Part S Standard Specifications NOT USED Part T Technical Specifications DIV 02 EXISTING CONDITIONS 02 4100 Demolition DIV 03 CONCRETE 03 11 13.11 Concrete Forms (Civil) 03 20 00 Concrete Reinforcing Table of Contents #25069 — City of Corpus Christi Detention Center 000100-1 Rev 1/2022 Division / Section Title 03 21 11 Reinforcing Steel (Civil) 03 30 00 Cast -In -Place Concrete 03 31 11 Concrete Structures (Civil) 03 35 11 Concrete Finishing (Civil) 03 35 40 Sealed Concrete Floor Finishing (SC1) 03 39 11 Concrete Curing (Civil) DIV 04 MASONRY 04 20 00 Unit Masonry DIV 05 METALS 05 12 00 Structural Steel Framing 05 50 00 Metal Fabrications 05 52 13 Pipe and Tube Railings DIV 06 WOOD, PLASTICS, AND COMPOSITES 06 10 00 Rough Carpentry 06 10 53 Miscellaneous Rough Carpentry 06 18 00 Glue -Laminated Construction 06 20 00 Finish Carpentry 06 4100 Architectural Wood Casework 06 83 16 Fiberglass Reinforced Paneling DIV 07 THERMAL AND MOISTURE PROTECTION 07 01 50.19 Preparation for Re -Roofing 07 13 26 Self -Adhering Sheet Waterproofing 07 19 17 Anti -Graffiti Coatings 07 2100 Thermal Insulation 07 27 20 Fluid Applied Air Barrier 07 42 43 Composite Wall Panels 07 46 47 Fiber -Cement Soffits 07 54 19 Polyvinyl -Chloride (PVC/TPA) Roofing - Addendum No. 3 07 62 00 Sheet Metal Flashing and Trim (TPA) Table of Contents #25069 — City of Corpus Christi Detention Center 000100-2 Rev 1/2022 Division / Section Title 07 72 00 Roof Accessories 07 81 23 Intumescent Fire Protection 07 92 00 Joint Sealants 07 95 13 Expansion Joint Cover Assemblies DIV 08 OPENINGS 08 11 13 Hollow Metal Doors and Frames 08 14 16 Flush Wood Doors 08 16 13 Fiberglass Doors and Frames 08 3100 Access Doors and Panels 08 41 13 Aluminum -Framed Entrances and Storefronts 08 7100 Door Hardware 08 80 00 Glazing DIV 09 FINISHES 09 22 16 Non -Structural Metal Framing 09 29 00 Gypsum Board 09 65 00 Resilient Flooring 09 65 13 Resilient Base and Accessories 09 67 23 Resinous Flooring 09 72 00 Wall Coverings 09 77 20 Decorative Fiberglass Reinforced Wall Panels 09 90 13 Painting 09 96 00 High Performance Coatings DIV 10 SPECIALTIES 10 14 19 Dimensional Letter Signage 10 14 23.16 Room -Identification Panel Signage 10 26 13 Corner Guards 10 28 00 Toilet, Bath, and Laundry Accessories 10 44 00 Fire Protection Specialties Table of Contents #25069 — City of Corpus Christi Detention Center 000100-3 Rev 1/2022 Division / Section Title DIV 12 FURNISHINGS 12 36 61.16 Solid Surfacing Countertops DIV 21 FIRE SUPPRESSION 2102 01 Coordination Drawings 2105 29 Hangers and Supports for Fire Suppression Piping and Equipment 21 13 00 Fire Suppression Sprinkler System 21 13 14 Wet Pipe Sprinkler System, Corrosion Mitigation Program DIV 22 PLUMBING 22 02 01 Coordination Drawings 22 05 00 Basic Materials and Methods 22 07 00 Inside Utility Trench Excavation, Backfill and Compaction 22 08 00 Outside Utility Trench Excavation, Backfill and Compaction 22 14 00 Hangers and Supports 22 19 00 System Identification and Pipe Markings 22 26 00 Piping Insulation 22 4100 Plumbing, Piping, and Valves 22 41 10 Natural Gas Piping System 22 43 00 Plumbing Specialties 22 44 00 Plumbing Fixtures 22 45 00 Plumbing Equipment DIV 23 HEATING, VENTILATION AND AIR CONDITIONING (HVAC) 23 02 01 Coordination Drawings 23 05 00 Basic Materials and Methods 23 07 19 DX Piping System Insulation 23 14 00 Supports and Anchors 23 17 00 Motors and Motor Controllers 23 19 00 System Identification and Pipe Markings 23 24 00 Sound and Vibration Control 23 29 00 Duct Insulation 23 53 00 Refrigerant Piping Table of Contents #25069 — City of Corpus Christi Detention Center 000100-4 Rev 1/2022 Division / Section Title 23 58 54 DX Fan Coil Unit 23 67 10 Air Cooled Condensing Units 23 88 10 Air Distribution Devices 23 88 85 Air Filters 23 89 00 Metal Ductwork 23 9100 Ductwork Accessories 23 99 00 Testing, Adjusting, and Balancing DIV 26 ELECTRICAL 26 0100 General 26 06 00 Grounding 26 07 50 Identification 26 12 30 Wire and Cable 26 13 60 Raceways 26 14 00 Wiring Devices 26 24 16 Panelboards 26 32 00 Natural Gas Engine Generator 26 33 00 Automatic Transfer Switch 26 43 13 Surge Protection Devices 26 44 10 Disconnect Switches 26 5100 Luminaires 26 74 00 Telephone/Data System (Rough -In) 26 75 00 Cable TV System (Rough -In) DIV 27 COMMUNICATIONS 27 05 33 Pathways For Communications Systems 27 05 43 Underground Pathways for Communications Systems 27 10 00 Structured Cabling 27 41 16 Integrated Audiovisual Systems DIV 28 ELECTRONIC SAFETY AND SECURITY 28 05 00 Security System Wiring 28 10 01 Access Control System Pedestal Table of Contents #25069 — City of Corpus Christi Detention Center 000100-5 Rev 1/2022 Division / Section Title 28 13 00 Access Control System 28 23 00 Video Surveillance System 28 3100 Fire Detection and Alarm System DIV 31 EARTHWORK 31 1100 Clearing and Grubbing (Civil) 31 22 13.10 Site Grading (Civil) 31 22 16.13 Roadway Subgrade Shaping (Civil) 31 23 16.13 Trenching (Civil) 31 24 13.10 Embankment (Civil) 31 31 16 Termite Control 31 63 29 Drilled Concrete Piers and Shafts DIV 32 EXTERIOR IMPROVEMENTS 32 11 00 Subgrade and Base Course (Civil) 32 11 13.13 Lime Treated Subgrade (Civil) 32 11 13.26 Cement Treated Subgrade (Civil) 32 11 23 Flexible Base Course (Civil) 32 12 13.19 Prime Coat (Civil) 32 13 13 Concrete Paving (Civil) 32 16 13.13 Curbs and Gutters (Civil) 32 16 23 Sidewalks (Civil) 32 16 33 Driveways (Civil) 32 17 23.13 Pavement Markings (Civil) 32 31 13 Chain Link Fences and Gates 32 31 19 Decorative Metal Fences and Gates 32 84 23 Underground Sprinklers (Landscape) 32 90 01 Common Planting Requirements (Landscape) 32 91 13 Soil Preparation (Landscape) 32 93 00 Plants (Landscape) DIV 33 SITE UTILITIES 33 05 10 Excavation and Backfill for Utilities Table of Contents #25069 — City of Corpus Christi Detention Center 000100-6 Rev 1/2022 Division / Section Title 33 05 76 Fiberglass Manholes 33 14 13 Water Utility Distribution Piping 33 14 19 Tapping Sleeves Valves and Hydrants for Water Utility 33 31 13 Wastewater Utility Piping Appendix All Testing Reports as Applicable 1 [Report Name]Testing Requirements; dated June 20, 2025; 2 pages 2 Storm Water Pollution Prevention Plan; dated June 20, 2025; 3 Geotechnical Engineering Report No. G125067, published by UES, dated April 14, 2025; 29 pages 4 eurofins Built Environment Testing report, Project: C25-013, EML ID: 3962656 5 Flow Test — 3312 Leopard 6 25045_Commissioning Plan_Corpus 7 Windstorm Construction Requirements 8 TOPOGRAPHIC AND STANDARD LAND SURVEY - ADDENDUM NO. 6 END OF SECTION Table of Contents #25069 — City of Corpus Christi Detention Center 000100-7 Rev 1/2022 AC b® CERTIFICATE OF LIABILITY INSURANCE * DATE(MM/DD/YYYY) 12/18/2025 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER The Baldwin Group Southwest LLC 2255 Ridge Rd, Ste 333 Rockwall TX 75087 License#: BR-1796913 CONTACT Cyndi Kirk PHONE FAX (A/C, No, Ext): 972-771-4071 (A/C, No): 972-771-4695 ADDRESS: certs2.southwest@baldwin.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: Greenwich Insurance Company 22322 INSURED STBPINC-03 STEP, Inc. DBA South Texas Building Partners 601 Everhart Rd Corpus Christi TX 78412 INSURER B : XL Insurance America, Inc 24554 INSURER C : Texas Mutual Insurance Company 22945 INSURERD: Evanston Insurance Company 35378 INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: 1182235184 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF (MM/DDIYYYY) POLICY EXP (MM/DD/YYYY) LIMITS B X COMMERCIAL GENERAL LIABILITY AGG7479912 7/20/2025 7/20/2026 EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE X OCCUR DAMAGE TO RETED PREMISES (Ea occurrence) $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE X LIMIT APPLIES Ter- PER: LOC GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 $ A AUTOMOBILE X X LIABILITY ANY AUTO OWNED X SCHEDULED AUTOS NON -OWNED AUTOS ONLY AAG8000135 7/20/2025 7/20/2026 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ B X UMBRELLA LIAB EXCESS LIAB X O OCCUR CLAIMS -MADE AUU7479913 7/20/2025 7/20/2026 EACH OCCURRENCE $ 5,000,000 AGGREGATE $ 5,000,000 DED X RETENT ON $ 10.000 $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBEREXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N NIA 0001240352 7/20/2025 7/20/2026 X PER STATUTE OTH- ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 D D Excess Liability Contractor's Pollution Liability Contractor's Professional ANE4544734.25 EX2S314363 7/20/2025 7/20/2025 7/20/2026 7/20/2026 Excess Liability Each Claim/Aggregate Each Claim/Aggregate 5,000,000 1,000,000 2,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) The General Liability policy includes a blanket automatic additional insured endorsement that provides additional insured status to the certificate holder only when there is a written contract between the named insured and the certificate holder that requires such status. The endorsement's wording includes both the insured's Ongoing and Completed Operations. The General Liability and Auto Liability policies contains an endorsement with "Primary and Noncontributory" wording. The Business Auto and Contractor's Pollution Liability policies include blanket automatic additional insured endorsement that provides additional insured status to the certificate holder only when there is a written contract between the named insured and the certificate holder that requires such status. See Attached... CERTIFICATE HOLDER CANCELLATION City of Corpus Christi -Procurement 1201 Leopard St City Hall First Floor Corpus Christi TX 78469-9277 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZEDREPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: STBPINC-03 LOC #: ACORO° ADDITIONAL REMARKS SCHEDULE Page 1 of 1 AGENCY The Baldwin Group Southwest LLC NAMED INSURED STEP, Inc. DBA South Texas Building Partners 601 Everhart Rd Corpus Christi TX 78412 POLICY NUMBER CARRIER NAIL CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE The General Liability, Business Auto Liability, Workers Compensation, and Pollution Liability policies include blanket automatic waiver of subrogation endorsements that provide this feature, only when there is a written contract between the named insured and the certificate holder that requires it. *ALWAYS REFER TO THE ATTACHED POLICY FORMS FOR SPECIFIC WORDING OF SUCH COVERAGE, LIMITS, CONDITIONS AND EXCLUSIONS RE: CC Detention Center RFB/Contract No. 6772 Project No. 25069 ACORD 101 (2008/01) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ENDORSEMENT # This endorsement, effective 12:01 a.m., 07/20/2025 forms a part of Policy No. AAG8000135 issued to STBP, Inc. by Greenwich Insurance Company. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CANCELLATION NOTIFICATION TO OTHERS ENDORSEMENT In the event coverage is cancelled for any statutorily permitted reason, other than nonpayment of premium, advanced written notice will be mailed or delivered to person(s) or entity(ies) according to the notification schedule shown below: Name of Person(s) or Entity(ies) Mailing Address: Number of Days Advanced Notice of Cancellation: Per schedule on file with company 30 days (10 days in the case of non- payment of premium) All other terms and conditions of the Policy remain unchanged. IX! 405 0910 © 2010 X.L. America, Inc. All Rights Reserved. May not be copied without permission. ENDORSEMENT # This endorsement, effective 12:01 a.m., 07/20/2025 forms a part of Policy No. AGG7479912 issued to STBP, Inc. by XL Insurance America, Inc. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CANCELLATION NOTIFICATION TO OTHERS ENDORSEMENT In the event coverage is cancelled for any statutorily permitted reason, other than nonpayment of premium, advanced written notice will be mailed or delivered to person(s) or entity(ies) according to the notification schedule shown below: Name of Person(s) or Entity(ies) Mailing Address: Number of Days Advanced Notice of Cancellation: Per schedule on file with company 30 days (10 days in the case of non- payment of premium) All other terms and conditions of the Policy remain unchanged. IX! 405 0910 © 2010 X.L. America, Inc. All Rights Reserved. May not be copied without permission. ENDORSEMENT # This endorsement, effective 12:01 a.m., 07/20/2025, forms a part of Policy No. AAG8000135 issued to STBP, Inc. by Greenwich Insurance Company. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AUTOMATIC ADDITIONAL INSURED This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM AUTO DEALERS COVERAGE FORM A. COVERED AUTOS LIABILITY COVERAGE, Who Is An Insured, is amended to include as an "insured" any person or organization you are required in a written contract to name as an additional insured, but only for "bodily injury" or "property damage" otherwise covered under this policy caused, in whole or in part, by the negligent acts or omissions of: 1. You, while using a covered "auto"; or 2. Any other person, except the additional insured or any employee or agent of the additional insured, operating a covered "auto" with your permission; Provided that: a. The written contract is in effect during the policy period of this policy; b. The written contract was signed by you and executed prior to the "accident" causing "bodily injury" or "property damage" for which liability coverage is sought; and c. Such person or organization is an "insured" solely to the extent required by the contract, but in no event if such person or organization is solely negligent. B. The Limits of Insurance provided for the Additional Insured shall not be greater than those required by contract and, in no event shall the Limits of Insurance set forth in this policy be increased by the contract. C. General Conditions, Other Insurance is amended as follows: Any coverage provided hereunder shall be excess over any other valid and collectible insurance available to the additional insured whether such insurance is primary, excess, contingent or on any other basis unless the contract specifically requires that this policy be primary. All terms, conditions, exclusions and limitations of this policy shall apply to the liability coverage provided to any additional insured, and in no event shall such coverage be enlarged or expanded by reason of the contract. All other terms and conditions of this policy remain unchanged. XIC 411 1013 © 2013 X.L. America, Inc. All Rights Reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 1 ENDORSEMENT # This endorsement, effective 12:01 a.m., 07/20/2025, forms a part of Policy No. AAG8000135 issued to STBP, Inc. by Greenwich Insurance Company. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM AUTO DEALERS COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. Schedule Additional Insured(s) Work As per schedule on file with company COVERED AUTOS LIABILITY COVERAGE, Who Is An Insured, is amended to include as an "insured" the person or organization listed in the Schedule above, but only with respect to liability for "bodily injury" or "property damage" otherwise covered under this policy caused, in whole or in part, by the negligent acts or omissions of: 1. You, while using a covered "auto"; or 2. Any other person, except the additional insured or any employee or agent of the additional insured, operating a covered "auto" with your permission; in the performance of your work as described in the Schedule above. In no event shall any person or organization listed in the Schedule become an "insured" pursuant to this Endorsement if such person or organization is solely negligent. IT IS FURTHER AGREED THAT IN NO EVENT SHALL ANY CONTRACT OR AGREEMENT ALTER THE CONDITIONS, COVERAGES OR EXCLUSIONS SET FORTH IN THIS POLICY. All other terms and conditions of this policy remain unchanged. XIC 414 1013 © 2013 X.L. America, Inc. All Rights Reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 1 ENDORSEMENT # This endorsement, effective 12:01 a.m., July 20, 2025 forms part of Policy No. AGG7479912 issued to STBP, Inc. by XL Insurance America, Inc. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. XL PLUS ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM GENERAL DESCRIPTION OF COVERAGE - This endorsement broadens coverage. The following listing is a general coverage description only. Limitations and exclusions may apply to these coverages. Read this endorsement carefully to determine rights, duties, and what is and is not covered. A. Reasonable Force — Bodily Injury or Property Damage B. Damage To Premises Rented To You Extension • Perils of fire, lightning, explosion, smoke, aircraft or vehicles, riot or civil commotion, vandalism, leakage from fire extinguishing equipment or water damage • Limit increased to $300,000 C. Aircraft Chartered with Crew D. Non -Owned Watercraft E. Personal and Advertising Injury — Assumed by Insured Contract F. Increased Supplementary Payments • Cost for bail bonds increased to $5,000 • Loss of earnings increased to $1,000 per day G. Resulting Damage to Your Work or Your Product H. Broadened Named Insured I. In Rem J. Additional Insured — Automatic Status When Required in Written Contract or Agreement K. Blanket Additional Insured — Managers or Lessors of Premises L. Blanket Additional Insured — Lessor of Leased Equipment M. Blanket Additional Insured — Controlling Interest XIL 436 0623 © 2023 X.L. America, Inc. All Rights Reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Offices, Inc., with its permission. Page 1 of 14 N. Blanket Additional Insured — Mortgagee, Assignee or Receiver O. Blanket Additional Insured — State or Governmental Agency P. Blanket Additional Insured — Vendors Q. Blanket Additional Insured — Grantor of Franchise R. Primary Insurance Clause Endorsement S. Injury to Co -Employees and Co -Volunteer Workers T. Knowledge and Notice of Occurrence or Offense U. Unintentional Omission V. Unintentional Failure to Notify or Report W. Liberalization X. Blanket Waiver of Subrogation Y. Extension of Coverage — Bodily Injury Z. Coverage Territory XIL 436 0623 © 2023 X.L. America, Inc. All Rights Reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Offices, Inc., with its permission. Page 2 of 14 A. REASONABLE FORCE — BODILY INJURY OR PROPERTY DAMAGE 1. Exclusion a. Expected Or Intended Injury of Paragraph 2., Exclusions of COVERAGE A. - BODILY INJURY AND PROPERTY DAMAGE LIABILITY of SECTION I — COVERAGES is deleted in its entirety and replaced by the following: This insurance does not apply to: Expected Or Intended Injury Or Damage a. "Bodily injury" or "property damage" expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property. B. DAMAGE TO PREMISES RENTED TO YOU EXTENSION 1. The last Paragraph of 2. Exclusions of COVERAGE A.- BODILY INJURY AND PROPERTY DAMAGE LIABILITY of SECTION I — COVERAGES is deleted in its entirety and replaced by the following: Exclusions c. through n. do not apply to damages to premises while rented to you, or temporarily occupied by you with permission of the owner, caused by fire, lightning, explosion, smoke, aircraft or vehicles, riot or civil commotion, vandalism, leakage from fire extinguishing equipment or water damage. A separate limit of insurance applies to this coverage as described in SECTION III — LIMITS OF INSURANCE. 2. This insurance does not apply to damage to premises while rented to you, or temporarily occupied by you with permission of the owner, caused by: a. Rupture, bursting, or operation of pressure relief devices; b. Rupture or bursting due to expansion or swelling of the contents of any building or structure, caused by or resulting from water; or c. Explosion of steam boilers, steam pipes, steam engines, or steam turbines. 3. Paragraph 6. of SECTION III- LIMITS OF INSURANCE is deleted in its entirety and replaced by the following: XIL 436 0623 6.a. Subject to Paragraph 5. above, the Damage To Premises Rented To You Limit is the most we will pay under Coverage A for damages because of "property damage" to any one premises while rented to you, or temporarily occupied by you with permission of the owner, caused by fire, explosion, lightning, smoke, aircraft or vehicle, riot or civil commotion, vandalism, leakage from fire extinguishing equipment or water damage. The Damage To Premises Rented To You Limit will apply to all damage proximately caused by the same "occurrence", whether such damage results from fire, explosion, lightning, smoke, aircraft or vehicle or riot or civil commotion, vandalism, leakage from fire extinguishing equipment or water damage or any combination of any of these. b. The Damage to Premises Rented to You Limit will be the higher of: (1) $300,000; or (2) The amount shown on the Declarations for Damage to Premises Rented to You Limit. © 2023 X.L. America, Inc. All Rights Reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Offices, Inc., with its permission. Page 3 of 14 4. Paragraph 9.a. of the definition of "insured contract" under SECTION V - DEFINITIONS, is deleted in its entirety and replaced by the following: "Insured contract" means: a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire, lightning, explosion, smoke, aircraft or vehicle, riot or civil commotion, vandalism, leakage from fire extinguishing equipment or water damage to premises while rented to you, or temporarily occupied by you with the permission of the owner is not an "insured contract". 5. This Article B. does not apply if coverage for Damage to Premises Rented to You of COVERAGE A — BODILY INJURY AND PROPERTY DAMAGE LIABILITY of SECTION I — COVERAGES is excluded by endorsement. C. AIRCRAFT CHARTERED WITH CREW 1. The following is added to the exceptions contained in exclusion g., Aircraft, Auto Or Watercraft in Paragraph 2., Exclusions of COVERAGE A — BODILY INJURY AND PROPERTY DAMAGE LIABILITY SECTION - COVERAGES: This exclusion does not apply to: Aircraft chartered with crew to any insured. 2. This Article C. does not apply if the chartered aircraft is owned by any insured. 3. The insurance provided by this Article C. shall be excess over any valid and collectible insurance available to the insured, whether primary, excess, contingent or on any other basis, except for insurance purchased specifically by you to be excess of this policy. D. NON -OWNED WATERCRAFT 1. The exception contained in Subparagraph (2) of exclusion g. Aircraft. Auto Or Watercraft in Paragraph 2., Exclusions of COVERAGE A — BODILY INJURY AND PROPERTY DAMAGE LIABILITY of SECTION I - COVERAGES is deleted in its entirety and replaced by the following: (2) A watercraft you do not own that is: (a) 50 feet long or less; and (b) Not being used to carry persons or property for a charge; 2. This Article D. applies to any person who, with your expressed or implied consent, either uses or is responsible for the use of the watercraft. 3. This insurance provided by this Article D. shall be excess over any other valid and collectible insurance available to the insured, whether primary, excess, contingent or on any other basis, except for insurance purchased specifically by you to be excess of this policy. XIL 436 0623 © 2023 X.L. America, Inc. All Rights Reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Offices, Inc., with its permission. Page 4 of 14 E. PERSONAL AND ADVERTISING INJURY —ASSUMED BY INSURED CONTRACT 1. Exclusion e. Contractual Liability in Paragraph 2., Exclusions of COVERAGE B — PERSONAL AND ADVERTISING INJURY LIABILITY of SECTION I — COVERAGES is deleted in its entirety and replaced by the following: This insurance does not apply to: e. Contractual Liability "Personal and advertising injury" for which the insured has assumed liability in a contract or agreement. This exclusion does not apply to liability for damages: (1) That the insured would have in the absence of the contract or agreement; or (2) Assumed in a written contract or agreement that is an "insured contract"; provided the "personal and advertising injury" is caused by an offense which occurs subsequent to the execution of the contract or agreement. 2. Subparagraph f. of the definition of "insured contract" SECTION V — DEFINITIONS is deleted in its entirety and replaced by the following: f. That part of any other contract or agreement pertaining to your business, including an indemnification of a municipality in connection for work performed for a municipality, under which you assume the tort liability of anther party to pay for "bodily injury", "property damage" or "personal and advertising injury" to a third party or organization. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement. 3. This Article E. does not apply if Coverage B. Personal And Advertising Injury Liability is excluded by endorsement. F. INCREASED SUPPLEMENTARY PAYMENTS Subparagraphs 1. b. and d. of SUPPLEMENTARY PAYMENTS — COVERAGES A AND B of SECTION I — COVERAGES are amended as follows: 1. In Subparagraph b., the amount we will pay for the cost of bail bonds is increased up to $5,000. 2. In Subparagraph d., the amount we will pay for a loss of earnings is increased up to $1,000 a day. G. RESULTING DAMAGE TO YOUR WORK OR YOUR PRODUCT The following is added to Paragraph 1. Insuring Agreement under COVERAGE A — BODILY INJURY AND PROPERTY DAMAGE LIABILITY of SECTION I — COVERAGES Subject to all terms and conditions of the policy but most particularly SECTION I — COVERAGES Paragraph 2. Exclusions, a. Expected Or Intended Injury, j. Damage To Property, k. Damage To Your Product and I. Damage To Your Work, "property damage" resulting from faulty workmanship shall be deemed to be caused by an "occurrence". XIL 436 0623 © 2023 X.L. America, Inc. All Rights Reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Offices, Inc., with its permission. Page 5 of 14 H. BROADENED NAMED INSURED 1. The Named Insured in Item 1. of the Declarations is as follows: The person or organizations named in Item 1. of the Declarations and any organization, other than a partnership or joint venture, over which you maintain ownership or majority interest on the effective date of the policy. However, coverage for any such organization will cease as of the date that you no longer maintain ownership of, or majority interest in, such organization. 2. This Article G. does not apply to any person or organization for which coverage is excluded by endorsement. I. IN REM We agree that any action in rem against any vessel owned, operated by or for, or charted by or for you shall in all respects be treated in the same manner as though the action was in personam against you. J. ADDITIONAL INSURED — AUTOMATIC STATUS WHEN REQUIRED IN WRITTEN CONTRACT OR AGREEMENT 1. SECTION II — WHO IS AN INSURED is amended to include as an additional insured any person(s) or organization(s) for whom you have agreed in writing in a contract or agreement that such person(s) or organization(s) be added as an additional insured on your policy. Such person(s) or organization(s) is an additional insured only with respect to liability for: a. "Bodily injury" or "property damage" not included in the "products -completed operations hazard"; or b. "Personal and advertising injury"; caused by, in whole or in part, your acts or omissions or the acts or omissions of those acting on your behalf in the performance of your operations. 2. The insurance afforded to such additional insured described in Paragraph 1. of this endorsement: a. Only applies to the extent permitted by law; and b. Will not be broader than that which you are required by the contract or agreement to provide for such additional insured. 3. With respect to insurance afforded to these additional insureds, the following additional exclusion applies: XIL 436 0623 This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" due to rendering of or failure to render any professional service. This includes but is not limited to: a. Legal, accounting or advertising services; b. Preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings or specifications; c. Inspection, supervision, quality control, architectural or engineering activities done by or for you on a project on which you serve as construction manager; d. Engineering services, including related supervisory or inspection services; © 2023 X.L. America, Inc. All Rights Reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Offices, Inc., with its permission. Page 6 of 14 e. Medical, surgical, dental, X-ray or nursing services treatment, advice or instruction; f. Any health or therapeutic service treatment, advice or instruction; 9. Any service, treatment, advice or instruction for the purpose of appearance or skin enhancement, hair removal or replacement, or personal grooming or therapy; h. Any service, treatment, advice or instruction relating to physical fitness, including service, treatment, advice or instruction in connection with diet, cardiovascular fitness, bodybuilding or physical training programs; i. Optometry or optical or hearing aid services including the prescribing, preparation, fitting, demonstration or distribution of ophthalmic lenses and similar products or hearing aid devices; j. Body piercing services; k. Services in the practice of pharmacy; I. Law enforcement or firefighting services; and m. Handling, embalming, disposal, burial, cremation or disinterment of dead bodies. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or failure to render any professional service. 4. With respect to the insurance afforded to these additional insureds, the following is added to SECTION III — LIMITS OF INSURANCE: The most we will pay on behalf of the additional insured is the amount of insurance: a. Required by the contract or agreement described in Paragraph 1.; or b. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. K. BLANKET ADDITIONAL INSURED — MANAGERS OR LESSORS OF PREMISES 1. SECTION II — WHO IS AN INSURED is amended to include as an insured any person or organization with whom you have agreed in a written contract executed prior to loss (an "additional insured"), but only with respect to liability arising out of the ownership, maintenance or use of that part of any premises leased to you, subject to the following provisions: XIL 436 0623 a. Limits of Insurance. The Limits of Insurance afforded to the "additional insured" shall be the limits you agreed to provide, or the limits shown on the Declarations, whichever is less. b. The insurance afforded to the "additional insured" does not apply to: (1) Any "occurrence" that takes place after you cease to be a tenant in that premises; (2) Any premises for which coverage is excluded by endorsement; or © 2023 X.L. America, Inc. All Rights Reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Offices, Inc., with its permission. Page 7 of 14 (3) Structural alterations, new construction or demolition operations performed by or on behalf of such "additional insured". 2. The insurance afforded to the "additional insured" is excess over any valid and collectible insurance available to such "additional insured", unless you have agreed in a written contract for this insurance to apply on a primary or contributory basis. L. BLANKET ADDITIONAL INSURED — LESSOR OF LEASED EQUIPMENT 1. SECTION II — WHO IS AN INSURED is amended to include an "additional insured" (as defined in Article H. above), but only with respect to their liability arising out of maintenance, operation or use by you of equipment leased to you by such "additional insured", subject to the following provisions: a. Limits of Insurance. The Limits of Insurance afforded to the "additional insured" shall be the limits which you agreed to provide, or the limits shown on the Declarations, whichever is less. b. The insurance afforded to the "additional insured" does not apply to: (1) Any "occurrence" that takes place after the equipment lease expires; or (2) "Bodily injury" or "property damage" arising out of the sole negligence of such additional insured. 2. The insurance provided to the "additional insured" is excess over any valid and collectible insurance available to such "additional insured", unless you have a written contract for this insurance to apply on a primary or contributory basis. M. BLANKET ADDITIONAL INSURED — CONTROLLING INTEREST 1. SECTION II — WHO IS AN INSURED is amended to include as an additional insured ANY person(s) or organization(s), but only with respect to their liability arising out of: a. Their financial control of you; or b. Premises they own, maintain or control while you lease or occupy these premises. However: c. The insurance afforded to such additional insured only applies to the extent permitted by law; and d. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. 2. This insurance does not apply to structural alterations, new construction and demolition operations performed by or for that person or organization. 3. With respect to the insurance afforded to these additional insureds, the following is added to SECTION III — LIMITS OF INSURANCE: XIL 436 0623 If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: a. Required by the contract or agreement; or © 2023 X.L. America, Inc. All Rights Reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Offices, Inc., with its permission. Page 8 of 14 b. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. N. BLANKET ADDITIONAL INSURED — MORTGAGEE, ASSIGNEE OR RECEIVER 1. SECTION II — WHO IS AN INSURED is amended to include as an additional insured ANY person(s) or organization(s), but only with respect to their liability as mortgagee, assignee or receiver and arising out of the ownership, maintenance or use of the premises by you and shown in the Schedule. However: a. The insurance afforded to such additional insured only applies to the extent permitted by law; and b. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. 2. This insurance does not apply to structural alterations, new construction and demolition operations performed by or for that person or organization. 3. With respect to the insurance afforded to these additional insureds, the following is added to SECTION III — LIMITS OF INSURANCE: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: a. Required by the contract or agreement; or b. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. O. BLANKET ADDITIONAL INSURED — STATE OR GOVERNMENTAL AGENCY 1. SECTION II — WHO IS AN INSURED is amended to include as an additional insured any state or governmental agency or subdivision or political subdivision, subject to the following additional provision: XIL 436 0623 This insurance applies only with respect to the following hazards for which the state or governmental agency or subdivision or political subdivision has issued a permit or authorization in connection with premises you own, rent or control and to which this insurance applies: a. The existence, maintenance, repair, construction, erection or removal of advertising signs, awnings, canopies, cellar entrances, coal holes, driveways, manholes, marquees, hoist away openings, sidewalk vaults, street banners or decorations and similar exposures; or b. The construction, erection or removal of elevators; or c. The ownership, maintenance or use of any elevators covered by this insurance. © 2023 X.L. America, Inc. All Rights Reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Offices, Inc., with its permission. Page 9 of 14 However: d. The insurance afforded to such additional insured only applies to the extent permitted by law; and e. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. 2. With respect to the insurance afforded to these additional insureds, the following is added to SECTION III — LIMITS OF INSURED: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: a. Required by the contract or agreement; or b. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. P. BLANKET ADDITIONAL INSURED - VENDORS 1. SECTION II — WHO IS AN INSURED is amended to include as an additional insured any person(s) or organization(s) (referred to throughout this endorsement as vendor), but only with respect to liability for "bodily injury" or "property damage" arising out of "your products" shown in the Schedule of this endorsement which are distributed or sold in the regular course of the vendor's business. However: a. The insurance afforded to such vendor only applies to the extent permitted by law; and b. If coverage provided to the vendor is required by a contract or agreement, the insurance afforded to such vendor will not be broader than that which you are required by the contract or agreement to provide for such vendor. 2. With respect to the insurance afforded to these vendors, the following additional exclusions apply: XIL 436 0623 a. The insurance afforded the vendor does not apply to: (1) "Bodily injury" or "property damage" for which the vendor is obligated to pay damages by reason of the assumption of liability in a contract or agreement. This exclusion does not apply to liability for damages that the vendor would have in the absence of the contract or agreement; (2) Any express warranty unauthorized by you; (3) Any physical or chemical change in the product made intentionally by the vendor; (4) Repackaging, except when unpacked solely for the purpose of inspection, demonstration, testing, or the substitution of parts under instructions from the manufacturer, and then repackaged in the original container; © 2023 X.L. America, Inc. All Rights Reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Offices, Inc., with its permission. Page 10 of 14 (5) Any failure to make such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products; (6) Demonstration, installation, servicing or repair operations, except such operations performed at the vendor's premises in connection with the sale of the product; (7) Products which, after distribution or sale by you, have been labeled or relabeled or used as a container, part or ingredient of any other thing or substance by or for the vendor; or 3. "Bodily injury" or "property damage" arising out of the sole negligence of the vendor for its own acts or omissions or those of its employees or anyone else acting on its behalf. However, this exclusion does not apply to: a. The exceptions contained in Subparagraphs (4) or (6); or b. Such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products. This insurance does not apply to any insured person or organization, from whom you have acquired such products, or any ingredient, part or container, entering into, accompanying or containing such products. 4. With respect to the insurance afforded to these vendors, the following is added to SECTION III — LIMITS OF INSURANCE: If coverage provided to the vendor is required by a contract or agreement, the most we will pay on behalf of the vendor is the amount of insurance: a. Required by the contract or agreement; or b. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. Q. BLANKET ADDITIONAL INSURED — GRANTOR OF FRANCHISE 1. SECTION II — WHO IS AN INSURED is amended to include as an additional insured ANY person(s) or organization(s), but only with respect to their liability as grantor of a franchise to you. However: a. The insurance afforded to such additional insured only applies to the extent permitted by law; and b. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. 2. With respect to the insurance afforded to these additional insureds, the following is added to SECTION III — LIMITS OF INSURANCE: XIL 436 0623 © 2023 X.L. America, Inc. All Rights Reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Offices, Inc., with its permission. Page 11 of 14 If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: a. Required by the contract or agreement; or b. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. R. PRIMARY INSURANCE CLAUSE ENDORSEMENT It is agreed that to the extent that insurance is afforded to any Additional Insured under this policy, this insurance shall apply as primary and not contributing with any insurance carried by such Additional Insured, if so required by written contract. S. INJURY TO CO -EMPLOYEES AND CO -VOLUNTEER WORKERS 1. SECTION II — WHO IS AN INSURED is amended to include your "employees" as insureds solely with respect to "bodily injury" to a co -"employee" in the course of the co -"employee's" employment by you, or to your "volunteer workers" while performing duties related to the conduct of your business, provided that this coverage for your "employees" does not apply to acts outside the scope of their employment by you or while performing duties unrelated to the conduct of your business. 2. SECTION II — WHO IS AN INSURED is amended to include your "volunteer workers" as insureds with respect to "bodily injury" to a co -"volunteer worker" while performing duties related to the conduct of your business, or to your "employees" employment by you, provided that this coverage for your "volunteer workers" does not apply while performing duties unrelated to the conduct of your business. T. KNOWLEDGE AND NOTICE OF OCCURRENCE OR OFFENSE 1. The following is added to Paragraph 2., Duties In The Event Of Occurrence, Offense, Claim Or Suit of the SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS: Notice of an "occurrence" or of an offense which may result in a claim under this insurance shall be given as soon as practicable after knowledge of the "occurrence" or offense has been reported to any insured listed under Paragraph 1. of SECTION II — WHO IS AN INSURED or any "employee" (such as insurance, loss control, risk manager or administrator) designated by you to give such notice. Knowledge of any other "employee(s)" of an "occurrence" or of an offense does not imply that you also have such knowledge. Notice shall be deemed prompt if given in good faith as soon as practicable to your workers compensation insurer. This applies only if you subsequently give notice to us as soon as practicable after any insured listed under Paragraph 1. of SECTION II — WHO IS AN INSURED or an "employee" (such as an insurance, loss control, or risk manager or administrator) designated by you to give such notice discovers that the "occurrence", offense or claim may involve this policy. U. UNINTENTIONAL OMISSION 1. The following is added to Paragraph 6., Representations, of SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS: XIL 436 0623 The unintentional omission of, or unintentional error in, any information provided by you shall not prejudice your rights under this insurance. However, this Article L. does not affect our right to collect © 2023 X.L. America, Inc. All Rights Reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Offices, Inc., with its permission. Page 12 of 14 additional premium or to exercise our right of cancellation or nonrenewal in accordance with applicable state insurance laws or regulations. V. UNINTENTIAL FAILURE TO NOTIFY OR REPORT ENDORSEMENT 1. SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS, 2.a. Duties In The Event Of Occurrence, Offense, Claim Or Suit is amended to add the following: In the event that an insured reports an injury to its Workers Compensation carrier or handles the injury as a qualified workers compensation self -insurer, and you do not notify us of such injury or the accident out of which such injury arose, and this injury or accident later develops into a claim covered by this policy, the unintentional failure by you to report such injury or accident to us as soon as practicable as an "occurrence" which may result in a claim, shall not be deemed a violation of this condition. You must, however, give us written notice as soon as possible after becoming aware that the injury or accident could develop into a liability claim. W. LIBERALIZATION 1. The following is added to SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS: Liberalization After the issuance of this policy, if we adopt a change in our forms or rules which would broaden the coverage provided by any form that is a part of this policy without a premium charge, the broader coverage will apply to this policy. This extension is effective upon the approval of such broader coverage in your state. X. BLANKET WAIVER OF SUBROGATION 1. The following is added to SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS: Waiver of Subrogation We waive any right of recovery we may have against any person or organization because of payments we make for injury or damage arising out of premises owned or occupied or rented or loaned to you; ongoing operations performed by you or on your behalf, done under a contract with that person or organization; "your work"; or "your products". We waive this right where you have agreed to do so as part of a written contract, executed by you prior to loss. Y. EXTENSION OF COVERAGE — BODILY INJURY The definition of "bodily injury" in SECTION V — DEFINITIONS, Item 3. is deleted in its entirety and replaced by the following: 3. "Bodily injury" means bodily injury, sickness, or disease sustained by a person. This includes mental anguish, mental injury, shock, fright, or death resulting from the bodily injury. Z. COVERAGE TERRITORY The definition of "coverage territory" SECTION V — DEFINITIONS, Item 4. is deleted in its entirety and replaced by the following: 4. "Coverage territory" means anywhere in the world with the exception of any country or jurisdiction which is subject to trade or other economic sanction or embargo by the United States of America. XIL 436 0623 © 2023 X.L. America, Inc. All Rights Reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Offices, Inc., with its permission. Page 13 of 14 This insurance does not apply to: a. "bodily injury" or "property damage"; or b. "personal and advertising injury" that takes place or is caused by an offense committed outside the United States of America (including its possessions and territories), Canada and Puerto Rico, unless a "suit" on the merits (to determine the insured's responsibility to pay damages to which this insurance applies) is brought in the United States of America (including its possessions and territories), Canada or Puerto Rico. This insurance does not apply to damage, loss, cost or expenses in connection with any "suit" brought outside the United States of America (including its possessions and territories), Canada or Puerto Rico. All other terms and conditions of this policy remain unchanged. XIL 436 0623 © 2023 X.L. America, Inc. All Rights Reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Offices, Inc., with its permission. Page 14 of 14 ENDORSEMENT # This endorsement, effective 12:01 a.m., 07/20/2025, forms a part of Policy No. AGG7479912 issued to STBP, Inc. by XL Insurance America, Inc. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED — OWNERS, LESSEES OR CONTRACTORS — SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART Name of Person or Organization: Any person or organization for whom you have agreed in writing in a contract or agreement that such person or organization be added as an additional insured on your policy, provided the "bodily injury" or "property damage" occurs subsequent to the execution of the written contract or written agreement but only when the contract demand specifies ISO 2013 edition forms or equivalent (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) A. Section II — Who Is An Insured is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of your ongoing operations performed for that insured. XIL 2010-1001 (Ed. 0413) © 2013, XL America, Inc. Page 1 of 2 All rights reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Office, Inc., with its permission B. With respect to the insurance afforded to these additional insureds, the following exclusion is added: 2. Exclusions This insurance does not apply to "bodily injury" or "property damage" occurring after: (1) All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the site of the covered operations has been completed; or (2) That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. All other terms and conditions remain unchanged. XIL 2010-1001 (Ed. 0413) © 2013, XL America, Inc. Page 2 of 2 All rights reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Office, Inc., with its permission ENDORSEMENT # This endorsement, effective 12:01 a.m., 07/20/2025, forms a part of Policy No. AGG7479912 issued to STBP, Inc. by XL Insurance America, Inc. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED — OWNERS, LESSEES OR CONTRACTORS — SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART Name of Person or Organization: Any person or organization for whom you have agreed in writing in a contract or agreement that such person or organization be added as an additional insured on your policy, provided the "bodily injury" or "property damage" occurs subsequent to the execution of the written contract or written agreement but only when the contract demand specifies ISO 2013 edition forms or equivalent (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) A. Section II — Who Is An Insured is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of your ongoing operations performed for that insured. XIL 2010-1001 (Ed. 0413) © 2013, XL America, Inc. Page 1 of 2 All rights reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Office, Inc., with its permission B. With respect to the insurance afforded to these additional insureds, the following exclusion is added: 2. Exclusions This insurance does not apply to "bodily injury" or "property damage" occurring after: (1) All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the site of the covered operations has been completed; or (2) That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. All other terms and conditions remain unchanged. XIL 2010-1001 (Ed. 0413) © 2013, XL America, Inc. Page 2 of 2 All rights reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Office, Inc., with its permission ENDORSEMENT # This endorsement, effective 12:01 a.m., 07/20/2025, forms a part of Policy No. AGG7479912 issued to STBP, Inc. by XL Insurance America, Inc.. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED — OWNERS, LESSEES OR CONTRACTORS — COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART Name of Person or Organization: Any person or organization for whom you have agreed in writing in a contract or agreement that such person or organization be added as an additional insured on your policy, provided the "bodily injury" or "property damage" occurs subsequent to the execution of the written contract or written agreement but only when the contract demand specifies ISO 2013 edition forms or equivalent Location And Description of Completed Operations: All locations work is performed (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) XIL 2037-1001 (Ed. 0413) © 2013, XL America, Inc. Page 1 of 2 All rights reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Office, Inc., with its permission Section II — Who Is An Insured is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of "your work" at the location designated and described in the schedule of this endorsement performed for that insured and included in the "products - completed operations hazard". All other terms and conditions remain unchanged. XIL 2037-1001 (Ed. 0413) © 2013, XL America, Inc. Page 2 of 2 All rights reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Office, Inc., with its permission ENDORSEMENT # This endorsement, effective 12:01 a.m., 07/20/2025, forms a part of Policy No. AAG8000135 issued to STBP, Inc. by Greenwich Insurance Company. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. XL PLUS BUSINESS AUTO EXTENSION ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM COVERAGE DESCRIPTION A. Temporary Substitute Auto Physical Damage B. Who Is An Insured 1. Broad Form Insured 2. Employees As Insureds 3. Additional Insured By Contract, Agreement or Permit 4. Employee Hired Autos C. Supplementary Payments D. Amended Fellow Employee Exclusion E. Physical Damage Coverage 1. Rental Reimbursement 2. Extra Expense — Broadened Coverage 3. Personal Effects Coverage 4. Lease Gap 5. Glass Repair — Waiver Of Deductible F. Physical Damage Coverage Extensions 1. Additional Transportation Expense 2. Hired Auto Physical Damage G. Business Auto Conditions 1. Notice Of Occurrence 2. Waiver Of Subrogation 3. Unintentional Failure To Disclose Hazards 4. Primary Insurance H. Bodily Injury Redefined I. Extended Cancellation Condition XIC 421 1013 © 2013 X.L. America, Inc. All Rights Reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 6 A. Temporary Substitute Auto Physical Damage SECTION I — COVERED AUTOS, C. Certain Trailers, Mobile Equipment And Temporary Substitute Autos is changed by adding the following: If Physical Damage coverage is provided by this Coverage Form, the following types of vehicles are also covered "autos" for Physical Damage coverage: 1. Any "auto" you do not own while used with the permission of its owner as a temporary substitute for a covered "auto" you own that is out of service because of its: a. Breakdown; b. Repair; c. Servicing; d. "Loss"; or e. Destruction. B. Who Is An Insured SECTION II — COVERED AUTOS LIABILITY COVERAGE, A. Coverage, 1. Who Is An Insured is changed by adding the following: 1. Broad Form Insured For any covered "auto", any subsidiary, affiliate or organization, other than a partnership or joint venture, as may now exist or hereafter be constituted over which you assume active management or maintain ownership or majority interest, provided that you notify us within ninety (90) days from the date that any such subsidiary or affiliate is acquired or formed and that there is no similar insurance available to that organization. However, coverage does not apply to "bodily injury" or "property damage" that occurred before you acquired or formed the organization. 2. Employees As Insureds Any "employee" of yours is an "insured" while using a covered "auto" you don't own, hire or borrow, in your business or your personal affairs. 3. Additional Insured By Contract, Agreement Or Permit Any person or organization with whom you have agreed in writing in a contract, agreement or permit, to provide insurance such as is provided under this policy, provided that the "bodily injury" or "property damage" occurs subsequent to the execution of the written contract, agreement or permit. 4. Employee Hired Autos An "employee" of yours is an "insured" while operating an "auto" hired or rented under a contract or agreement in that "employee's" name, with your permission, while performing duties related to the conduct of your business. XIC 421 1013 © 2013 X.L. America, Inc. All Rights Reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 2 of 6 SECTION IV — BUSINESS AUTO CONDITIONS, B. General Conditions, 5. Other Insurance, b. is replaced with the following: b. For Hired Auto Physical Damage Coverage, the following are deemed to be covered "autos" you own: (1) Any covered "auto" you lease, hire, rent or borrow; and (2) Any covered "auto" hired or rented by your "employee" under a contract in that individual "employee's" name, with your permission, while performing duties related to the conduct of your business. However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto". C. Supplementary Payments SECTION II — COVERED AUTOS LIABILITY COVERAGE, A. Coverage, 2. Coverage Extensions, a. Supplementary Payments is changed as follows: Item (2) is deleted and replaced by the following: (2) Up to $3,500 for cost of bail bonds (including bonds for related traffic law violations) required because of an "accident" we cover. We do not have to furnish these bonds. Item (4) is deleted and replaced by the following: (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day because of time off from work. D. Amended Fellow Employee Exclusion SECTION II — COVERED AUTOS LIABILITY COVERAGE, B. Exclusions, 5. Fellow Employee does not apply. The insurance provided under this Provision D. is excess over any other collectible insurance. E. Physical Damage Coverage SECTION III — PHYSICAL DAMAGE COVERAGE, A. Coverage is changed by adding the following: 1. Rental Reimbursement a. We will pay for rental reimbursement expenses incurred by you for the rental of an "auto" because of "loss" to a covered "auto". Payment applies in addition to the otherwise applicable amount of each coverage you have on a covered "auto". No deductibles apply to this coverage. b. We will pay only for those expenses incurred during the policy period beginning twenty-four (24) hours after the "loss" and ending, regardless of the policy's expiration, with the lesser of the following number of days: XIC 421 1013 © 2013 X.L. America, Inc. All Rights Reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 3 of 6 (1) The number of days reasonably required to repair or replace the covered "auto". If "loss" is caused by theft, this number of days is added to the number of days it takes to locate the covered "auto" and return it to you. (2) Thirty (30) days. c. Our payment is limited to the lesser of the following amounts: (1) Necessary and actual expenses incurred. (2) $50 any one day per private passenger "auto"; $100 any one day per truck; $1,500 any one period per private passenger "auto"; $3,000 any one period per truck; or Higher limits if shown elsewhere in this policy. d. This coverage does not apply while there are spare or reserve "autos" available to you for your operations. e. If "loss" results from the total theft of a covered "auto" of the private passenger type, we will pay under this coverage only that amount of your rental reimbursement expenses which is not already provided for under the Physical Damage Coverage Extension. 2. Extra Expense — Broadened Coverage We will pay for the expense of returning a stolen covered "auto" to you. 3. Personal Effects Coverage If you have purchased Comprehensive Coverage on this policy for an "auto" you own and that "auto" is stolen, we will pay, without application of a deductible, up to $500 for "personal effects" stolen from the "auto". As used in this endorsement, "personal effects" means tangible property that is worn or carried by an "insured". "Personal effects" does not include tools, jewelry, money or securities. 4. Lease Gap In the event of a total "loss" to a covered "auto" shown in the Declarations, we will pay any unpaid amount due on the lease or loan for a covered "auto", less: a. The amount paid under the Physical Damage Coverage Section of the policy; and b. Any: (1) Overdue lease/loan payments at the time of the "loss"; (2) Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; (3) Security deposits not returned by the lessor; (4) Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insurance purchases with the loan or lease; and (5) Carry-over balances from previous loans or leases. XIC 421 1013 © 2013 X.L. America, Inc. All Rights Reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 4 of 6 5. Glass Repair — Waiver Of Deductible No deductible applies to glass damage if the glass is repaired rather than replaced. F. Physical Damage Coverage Extensions SECTION III — PHYSICAL DAMAGE COVERAGE, A. Coverage, 4. Coverage Extensions is amended by the following: 1. Additional Transportation Expense Sections a. and b. are amended to provide a limit of $50 per day and a maximum limit of $1,000. 2. Hired Auto Physical Damage The following section is added: Any "auto" you lease, hire, rent or borrow is deemed to be a covered "auto" for physical damage coverage. The most we will pay for each covered "auto" is the lesser of: (1) the actual cash value; (2) the cost for repair or replacement; or (3) $50,000, or higher limit if shown on the Declarations for Hired Auto Physical Damage Coverage. For each covered "auto" a deductible of $100 for Comprehensive Coverage and $1,000 for Collision Coverage will apply. G. Business Auto Conditions SECTION IV — BUSINESS AUTO CONDITIONS, A. Loss Conditions is changed by the following: 1. Notice Of Occurrence Section 2. — Duties In The Event Of Accident, Claim, Suit Or, Loss, a. is changed by adding the following: If you report an injury to an "employee" to your workers' compensation carrier and if it is subsequently determined that the injury is one to which this insurance may apply, any failure to comply with this condition will be waived if you provide us with the required notice as soon thereafter as practicable after you know or reasonably should have known that this insurance may apply. 2. Waiver Of Subrogation Section 5. Transfer Of Rights Of Recovery Against Others To Us is changed by adding the following: However, this Condition does not apply to any person(s) or organization(s) with whom you have a written contract, but only to the extent that subrogation is waived prior to the "accident" or the "loss" under such contract with that person or organization. XIC 421 1013 © 2013 X.L. America, Inc. All Rights Reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 5 of 6 SECTION IV — BUSINESS AUTO CONDITIONS, B. General Conditions is changed by the following: 3. Unintentional Failure To Disclose Hazards The following condition is added: Your unintentional failure to disclose all hazards as of the inception date of the policy shall not prejudice any insured with respect to the coverage afforded by this policy. 4. Primary Insurance Condition 5. Other Insurance is changed by adding the following: For any covered "auto" this insurance shall apply as primary and not contribute with any other insurance where such requirement is agreed in a written contract executed prior to a "loss". H. Bodily Injury Redefined SECTION V — DEFINITIONS, C. "Bodily injury" is replaced by the following: "Bodily injury" means bodily injury, sickness or disease sustained by a person including mental anguish, mental injury, shock, fright or death resulting from any of these at any time. Extended Cancellation Condition COMMON POLICY CONDITIONS (Form IL 00 17), A. Cancellation, 2.b. is replaced by the following: The greater of sixty (60) days or the time required by any applicable state amendatory endorsement before the effective date of cancellation if we cancel for any other reason. All other terms and conditions of this policy remain unchanged. XIC 421 1013 © 2013 X.L. America, Inc. All Rights Reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 6 of 6 ACORO® EVIDENCE OF PROPERTY INSURANCE DATE (MM/DD/YYYY) 12/18/2025 THIS EVIDENCE OF PROPERTY INSURANCE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE ADDITIONAL INTEREST NAMED BELOW. THIS EVIDENCE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS EVIDENCE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE ADDITIONAL INTEREST. AGENCY PHONE (A/C, No, Ext): 972-771-4071 The Baldwin Group Southwest LLC 2255 Ridge Rd, Ste 333 Rockwall, TX 75087 License#: BR-1796913 FAX (A/C No): 972-771-4695 CODE: E-MAIL ADDRESS: SUB CODE: AGENCY CUSTOMER ID #: INSURED STBP, Inc. 601 Everhart Rd Corpus Christi TX 78412 COMPANY Transguard Insurance Company o 4200 Six Forks Road Raleigh, NC 27609 LOAN NUMBER POLICY NUMBER IMP4001475 02 EFFECTIVE DATE 07/20/2025 EXPIRATION DATE 07/20/2026 CONTINUED UNTIL TERMINATED IF CHECKED THIS REPLACES PRIOR EVIDENCE DATED: PROPERTY INFORMATION LOCATION/DESCRIPTION Builders Risk Monthly Reporting Form. New Construction and Non -Structural Renovations under course of construction and submitted in monthly reports from insured Limits per construction types. THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS EVIDENCE OF PROPERTY INSURANCE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. COVERAGE INFORMATION PERILS INSURED BASIC BROAD X SPECIAL COVERAGE / PERILS / FORMS AMOUNT OF INSURANCE DEDUCTIBLE Any one Frame or Joisted Masonry structures located in Tier 1 or 2 Windstorm Hazard Zones 1,500,000 1,000 Any one Frame or Joisted Masonry structures located outside Tier 1 or 2 Windstorm Hazard Zones 2,500,000 1,000 Any one Non -Combustible Structure structures located in Tier 1 or 2 Windstorm Hazard Zones 5,000,000 1,000 Any one Non -Combustible Structure structures located outside Tier 1 or 2 Windstorm Hazard Zones 5,000,000 1,000 Any one Masonry Non -Combustible, Modified Fire Resistive or Fire Resistive structures located in Tier 1 or 2 5,000,000 1,000 Windstorm Hazard Zones 10,000,000 1,000 Any one Masonry Non -Combustible, Modified Fire Resistive or Fire Resistive Structures outside of Tier 1 or 2 250,000 1,000 Windstorm Hazard Zones 250,000 1,000 Temporary Storage 500,000 50,000 Property in Transit 5% 50,000 Min Flood Coverage Zone C, and X Unshaded 3% 25,000 Min Windstorm or Hail Tier 1 High Hazard Windstorm Areas 2% 10,000 Min Windstorm or Hail Tier 2 High Hazard Windstorm Areas Windstorm or Hail all others REMARKS (Including Special Conditions) RE: CC Detention Center RFB/Contract No. 6772 Project No. 25069 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. ADDITIONAL INTEREST NAME AND ADDRESS ADDITIONAL INSURED MORTGAGEE LENDER'S LOSS PAYABLE LOSS PAYEE LOAN # City of Corpus Christi - Procurement 1201 Leopard St AUTHORIZED REPRESENTATIVE City Hall First Floor Corpus Christi, TX 78469-9277 7 ACORD 27 (2016/03) © 1993-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 00 61 13 PERFORMANCE BOND BOND NO. 4410046 Contractor as Principal Name: STBP, Inc. dba South Texas Building Partners Mailing address (principal place of business): 601 Everhart Road Corpus Christi, Texas 78412 Owner Name: City of Corpus Christi, Texas Mailing address (principal place of business): Engineering Services 1201 Leopard Street Corpus Christi, Texas 78401 Contract Project name and number: CC Detention Center 25069 Award Date of the Contract: December 16, 2025 Contract Price: $4,852,511.00 Bond Date of Bond: December 18, 2025 (Date of Bond cannot be earlier than Award Date of the Contract) Performance Bond Surety Name: FCCI Insurance Company Mailing address (principal place of business): 6300 University Parkway Sarasota, FL 34240 - 8424 Physical address (principal place of business): 6300 University Parkway Sarasota, FL 34240 - 8424 Surety is a corporation organized and existing under the laws of the state of: Florida By submitting this Bond, Surety affirms its authority to do business in the State of Texas and its license to execute bonds in the State of Texas. Telephone (main number): (800) 226-3224 Telephone (for notice of claim): (800) 226-3224 Local Agent for Surety Name:Cokinos Bond Agency, LLC Address: 1337 W. 43rd Street, Suite 105 Houston, Texas 77018 Telephone: (832) 683-9193 Email Address: hnoles@cokinosbond.com The address of the surety company to which any notice of claim should be sent may be obtained from the Texas Dept. of Insurance by calling the following toll free number: 1-800252-3439 006113-1 Rev 5/2025 CC Detention Center 25069 Surety and Contractor, intending to be legally bound and obligated to Owner do each cause this Performance Bond to be duly executed on its behalf by its authorized officer, agent or representative. The Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally to this bond. The condition of this obligation is such that if the Contractor as Principal faithfully performs the Work through the Warranty Period required by the Contract Documents then this obligation shall be null and void; otherwise the obligation is to remain in full force and effect. The Contract Documents between Owner and Contractor is incorporated by reference into this Statutory Performance Bond, pursuant to Chapter 2253 of the Texas Government Code. Provisions of the bond shall be pursuant to the terms and provisions of Chapter 2253 and Chapter 2269 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said Chapter to the same extent as if it were copied at length herein. Venue shall lie exclusively in Nueces County, Texas. Surety agrees to be bound by the mediation clause in Article 22 of the Contract Documents between Owner and Contractor, said Contract Documents are incorporated by reference in this Bond. Contractor as Principal Signature: Name: Title: Email Address: RA Ka) Si • :0 Name: Title: Heather Noles Attorney -in -Fact Email Address: hnoles@cokinosbond.com (Attach Power of Attorney and place surety seal below) END OF SECTION Performance Bond 006113-2 Rev 5/2025 CC Detention Center 25069 FCCW°INsU«NCE GROUP GENERAL POWER OF ATTORNEY Know all men by these presents: That the FCCI Insurance Company, a Corporation organized and existing under the laws of the State of Florida (the "Corporation") does make, constitute and appoint: Taylor Mann; Kyle Cokinos; Heather Noles Each, its true and lawful Attorney -In -Fact, to make, execute, seal and deliver, for and on its behalf as surety, and as its act and deed in all bonds and undertakings provided that no bond or undertaking or contract of suretyship executed under this authority shall exceed the sum of (not to exceed $30,000,000.00): $30,000,000.00 This Power of Attorney is made and executed by authority of a Resolution adopted by the Board of Directors. That resolution also authorized any further action by the officers of the Company necessary to effect such transaction. The signatures below and the seal of the Corporation may be affixed by facsimile, and any such facsimile signatures or facsimile seal shall be binding upon the Corporation when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached. In witness whereof, the FCCI Insurance Company has caused these presents to be signed by its duly authorized officers and its corporate Seal to be hereunto affixed, this 23rd day of July , 2020 . Attest: Christina D. Welch, President FCCI Insurance Company �y�PnNCF'�o "••. •,v: w SEAL Christopher Shoucair, EVP, CFO, Treasurer, Secretary FCCI Insurance Company State of Florida County of Sarasota Before me this day personally appeared Christina D. Welch, who is personally known to me and who executed the foregoing document for the purposes expressed therein. My commission expires: 2/27/2027 egt4;kr, PEGGYSNOW C0e1/154ebn#N+i32853S 0/ fib's Exglrea February 27. MI Notary Public State of Florida County of Sarasota Before me this day personally appeared Christopher Shoucair, who is personally known to me and who executed the foregoing document for the purposes expressed therein. I;":: , PEGGY SNOW - * Commtealon 0 NH 328535 AExpires February 27.2027 My commission expires: 2/27/2027 CERTIFICATE Notary Public I, the undersigned Secretary of FCCI Insurance Company, a Florida Corporation, DO HEREBY CERTIFY that the foregoing Power of Attorney remains in full force and has not been revoked; and furthermore that the February 27, 2020 Resolution of the Board of Directors, referenced in said Power of Attorney, is now in force. Dated this 18th day of December , 2025 Christopher Shoucair, EVP, CFO, Treasurer, Secretary FCCI Insurance Company 1-IONA-3592-NA-04, 7/2021 00 61 16 PAYMENT BOND BOND NO.4410046 Contractor as Principal Name: STBP, Inc. dba South Texas Building Partners Mailing address (principal place of business): 601 Everhart Road Corpus Christi, Texas 78412 Owner Name: City of Corpus Christi, Texas Mailing address (principal place of business): Engineering Services 1201 Leopard Street Corpus Christi, Texas 78401 Contract Project name and number: CC Detention Center 25069 Award Date of the Contract: December 16, 2025 Contract Price: $4,852,511.00 Bond Date of Bond: December 18, 2025 (Date of Bond cannot be earlier than Award Date of Contract) Surety Name: FCCI Insurance Company Mailing address (principal place of business): 6300 University Parkway Sarasota, FL 34240 - 8424 Physical address (principal place of business): 6300 University Parkway Sarasota, FL 34240 - 8424 Surety is a corporation organized and existing under the laws of the state of: Florida By submitting this Bond, Surety affirms its authority to do business in the State of Texas and its license to execute bonds in the State of Texas. Telephone (main number): (800) 226-3224 Telephone (for notice of claim): (800) 226-3224 Local Agent for Surety Name: Cokinos Bond Agency, LLC Address: 1337 W. 43rd St., Suite 105 Houston, TX 77018 Telephone: (832) 683-9193 Email Address: hnoles@cokinosbond.com The address of the surety company to which any notice of claim should be sent may be obtained from the Texas Dept. of Insurance by calling the following toll free number: 1-800-252-3439 Payment Bond Form 006116-1 5/2024 CC Detention Center 25069 Surety and Contractor, intending to be legally bound and obligated Bond to be duly executed on its behalf by its authorized officer, agent and Surety bind themselves, and their heirs, administrators, executors, and severally to this bond. The condition of this obligation is such that all claimants providing labor or materials to him or to a Subcontractor required by the Contract Documents then this obligation shall be null is to remain in full force and effect. Provisions of the bond shall be of Chapter 2253 and Chapter 2269 of the Texas Government Code as bond shall be determined in accordance with the provisions of said were copied at length herein. Venue shall lie exclusively in Nueces to Owner do or representative. successors if the Contractor in the prosecution and void; pursuant to amended Chapter to C unty, Tex each cause this Payment The Principal and assigns, jointly as Principal pays of the Work otherwise the obligation the terms and provisions and all liabilities on this the same extent . it or any 1 action Contractor a Principal Signature: /I Surety Signatu : Name: Aka a )2_, f \ Name: Title: Email Address: (Attach Power Heather Noles Title: I� bo Attorney -in -Fact Email Address: MLA O T. uoiA, hnoles@cokinosbond.com of Attorney and place surety seal below) END OF SECTION Payment Bond Form 006116-2 5/2024 CC Detention Center 25069 IMPORTANT NOTICE To obtain information or make a complaint: You may call FCCI Insurance Group's (FCCI)* toll -free telephone number for information or to make a complaint at 1-800-226-3224. You may also write to FCCI Insurance Group Compliance Department e-mail at StateComplaints(a�fcci-group.com. For Claims, you may write to FCCI Insurance Group Claim Department e-mail at newclaim a(�.fcci-aroup.com. You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at 1-800-252-3439. You may write the Texas Department of Insurance: PO Box 149104 Austin TX 78714-9104 Fax: 1-512-490-1007 Web: http://www.tdi.texas.gov E-mail: ConsumerProtectionsatdi.texas.gov PREMIUM OR CLAIM DISPUTES Should you have a dispute concerning your premium or about a claim you should contact FCCI first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR BOND This notice is for information only and does not become a part or condition of the attached documents. "The FCCI Insurance Group includes the following insurance carriers: Brierfield Insurance Company, FCCI Advantage Insurance Company, FCCI Commercial Insurance Company, FCCI Insurance Company, Monroe Guaranty Insurance Company, and National Trust Insurance Company. 1-BD-TX-21690-NTP-07 15 Page 1 of 1 Copyright 2015 FCCI Insurance Group. FCC I®GROUP�: N� GROUP GENERAL POWER OF ATTORNEY Know all men by these presents: That the FCCI Insurance Company, a Corporation organized and existing under the laws of the State of Florida (the "Corporation") does make, constitute and appoint: Taylor Mann; Kyle Cokinos; Heather Noles Each, its true and lawful Attorney -In -Fact, to make, execute, seal and deliver, for and on its behalf as surety, and as its act and deed in all bonds and undertakings provided that no bond or undertaking or contract of suretyship executed under this authority shall exceed the sum of (not to exceed $30,000,000.00): $30,000,000.00 This Power of Attorney is made and executed by authority of a Resolution adopted by the Board of Directors. That resolution also authorized any further action by the officers of the Company necessary to effect such transaction. The signatures below and the seal of the Corporation may be affixed by facsimile, and any such facsimile signatures or facsimile seal shall be binding upon the Corporation when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached. In witness whereof, the FCCI Insurance Company has caused these presents to be signed by its duly authorized officers and its corporate Seal to be hereunto affixed, this 23rd day of July , 2020 . Attest: Christina D. Welch, President FCCI Insurance Company Christopher Shoucair, EVP, CFO, Treasurer, Secretary FCCI Insurance Company State of Florida County of Sarasota Before me this day personally appeared Christina D. Welch, who is personally known to me and who executed the foregoing document for the purposes expressed therein. My commission expires: 2/27/2027 eg:; , PEGGYSNOW • ;' * Commisolon C NH 3203S Expires February 27, 2021 isn Notary Public State of Florida County of Sarasota Before me this day personally appeared Christopher Shoucair, who is personally known to me and who executed the foregoing document for the purposes expressed therein. My commission expires: 2/27/2027 e `t PEGGYSNOW N32 * * ConuNsabn � HH 924535 %o n/ Explrea February 27, 2D21 CERTIFICATE Notary Public I, the undersigned Secretary of FCCI Insurance Company, a Florida Corporation, DO HEREBY CERTIFY that the foregoing Power of Attorney remains in full force and has not been revoked; and furthermore that the February 27, 2020 Resolution of the Board of Directors, referenced in said Power of Attorney, is now in force. Dated this 18th day of December 2025 Christopher Shoucair, EVP, CFO, Treasurer, Secretary FCCI Insurance Company 1-IONA-3592-NA-04, 7/2021 00 52 23 AGREEMENT This Agreement, for the Project awarded on December 16, 2025, is between the City of Corpus Christi (Owner) and STBP, INC (Contractor). Owner and Contractor agree as follows: ARTICLE 1— WORK 1.01 Contractor shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as: Corpus Christi Detention Center 25069 ARTICLE 2 — DESIGNER AND OWNER'S AUTHORIZED REPRESENTATIVE 2.01 The Project has been designed by: Turner I Ramirez Architects Herb Morrison, AIA, Project Manager 37515. Alameda Corpus Christi, Texas 78411 Office: (361) 278-5004 I Cell: (361) 563-0465 herbert@trarch.com 2.02 The Owner's Authorized Representative for this Project is: Joseph Johnson, Assistant Director — Construction Management 4917 Holly Road, Building 5 Corpus Christi, Texas 78411 JosephJ2@cctexas.com ARTICLE 3 — CONTRACT TIMES 3.01 Contract Times A. The Work is required to be substantially completed within 510 calendar days after the date when the Contract Times commence to run as provided in the Notice to Proceed and is to be completed and ready for final payment in accordance with Paragraph 17.16 of the General Conditions within 540 calendar days after the date when the Contract Times commence to run. B. Performance of the Work is required as shown in Paragraph 7.02 of the General Conditions. Agreement #25069 — City of Corpus Christi Detention Center 005223-1 Rev 12/2021 C. Milestones, and the dates for completion of each, are as defined in Section 01 35 00 SPECIAL PROCEDURES. 3.02 Liquidated Damages A. Owner and Contractor recognize that time limits for specified Milestones, Substantial Completion, and completion and readiness for Final Payment as stated in the Contract Documents are of the essence of the Contract. Owner and Contractor recognize that the Owner will suffer financial loss if the Work is not completed within the times specified in Paragraph 3.01 and as adjusted in accordance with Paragraph 11.05 of the General Conditions. Owner and Contractor also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by Owner if the Work is not completed on time. Accordingly, instead of requiring any such proof, Owner and Contractor agree that as liquidated damages for delay (but not as a penalty): 1. Substantial Completion: Contractor shall pay Owner $400.00 for each day that expires after the time specified in Paragraph 3.01 for Substantial Completion until the Work is substantially complete. 2. Completion of the Remaining Work: Contractor agrees to pay Owner $400.00 for each day that expires after the time specified in Paragraph 3.01 for completion and readiness for final payment until the Work is completed and ready for final payment in accordance with Paragraph 17.16 of the General Conditions. 3. Liquidated damages for failing to timely attain Substantial Completion and Final Completion are not additive and will not be imposed concurrently. 4. Milestones: Contractor agrees to pay Owner liquidated damages as stipulated in SECTION 01 35 00 SPECIAL PROCEDURES for failure to meet Milestone completions. 5. The Owner will determine whether the Work has been completed within the Contract Times. B. Owner is not required to only assess liquidated damages, and Owner may elect to pursue its actual damages resulting from the failure of Contractor to complete the Work in accordance with the requirements of the Contract Documents. ARTICLE 4 — CONTRACT PRICE 4.01 Owner will pay Contractor for completion of the Work in accordance with the Contract Documents at the unit prices shown in the attached BID FORM. Unit prices have been computed in accordance with Paragraph 15.03 of the General Conditions. Contractor acknowledges that estimated quantities are not guaranteed, and were solely for the purpose of comparing Bids, and final payment for all unit price items will be based on actual quantities, determined as provided in the Contract Documents. Total Base Bid Price $ 4,852,511.00 ARTICLE 5 — PAYMENT PROCEDURES 5.01 Submit Applications for Payment in accordance with Article 17 of the General Conditions. Applications for Payment will be processed by the OAR as provided in the General Conditions. Agreement #25069 — City of Corpus Christi Detention Center 005223-2 Rev 12/2021 5.02 Progress Payments; Retainage: A. The Owner will make progress payments on or about the 25th day of each month during performance of the Work. Payment is based on Work completed in accordance with the Schedule of Values established as provided in the General Conditions. B. Progress payments equal to the full amount of the total earned value to date for completed Work minus the retainage listed below and properly stored materials will be made prior to Substantial Completion. 1. The standard retainage is 5 percent. C. Payment will be made for the amount determined per Paragraph 5.02.B, less the total of payments previously made and less set -offs determined in accordance with Paragraph 17.01 of the General Conditions. D. At the Owner's option, Owner may pay Contractor 100 percent of the Work completed, less amounts withheld in accordance with Paragraph 17.01 of the General Conditions and less 200 percent of OAR's estimate of the value of Work to be completed or corrected to reach Substantial Completion. Owner may, at its sole discretion, elect to hold retainage in the amounts set forth above for progress payments prior to Substantial Completion if Owner has concerns with the ability of the Contractor to complete the remaining Work in accordance with the Contract Documents or within the time frame established by this Agreement. Release or reduction in retainage is contingent upon and consent of surety to the reduction in retainage. 5.03 Owner will pay the remainder of the Contract Price as recommended by OAR in accordance with Paragraph 17.16 of the General Conditions upon Final Completion and acceptance of the Work. ARTICLE 6 — INTEREST ON OVERDUE PAYMENTS AND RETAINAGE 6.01 The Owner is not obligated to pay interest on overdue payments except as required by Texas Government Code Chapter 2251. Invoices must comply with Article 17 of the General Conditions. 6.02 Except as specified in Article 5, the Owner is not obligated to pay interest on moneys not paid except as provided in Texas Government Code Chapter 2252. ARTICLE 7 — CONTRACTOR'S REPRESENTATIONS 7.01 The Contractor makes the following representations: A. The Contractor has examined and carefully studied the Contract Documents and the other related data identified in the Bidding Documents. B. The Contractor has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. C. The Contractor is familiar with Laws and Regulations that may affect cost, progress, and performance of the Work. D. The Contractor has carefully studied the following Site -related reports and drawings as identified in the Supplementary Conditions: 1. Geotechnical Data Reports regarding subsurface conditions at or adjacent to the Site; Agreement #25069 — City of Corpus Christi Detention Center 005223-3 Rev 12/2021 2. Drawings of physical conditions relating to existing surface or subsurface structures at the Site; 3. Underground Facilities referenced in reports and drawings; 4. Reports and drawings relating to Hazardous Environmental Conditions, if any, at or adjacent to the Site; and 5. Technical Data related to each of these reports and drawings. E. The Contractor has considered the: 1. Information known to Contractor; 2. Information commonly known to contractors doing business in the locality of the Site; 3. Information and observations obtained from visits to the Site; and 4. The Contract Documents. F. The Contractor has considered the items identified in Paragraphs 7.01.D and 7.01.E with respect to the effect of such information, observations, and documents on: 1. The cost, progress, and performance of the Work; 2. The means, methods, techniques, sequences, and procedures of construction to be employed by Contractor; and 3. Contractor's safety precautions and programs. G. Based on the information and observations referred to in the preceding paragraphs, Contractor agrees that no further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. H. The Contractor is aware of the general nature of Work to be performed by Owner and others at the Site that relates to the Work as indicated in the Contract Documents. I. The Contractor has correlated the information known to the Contractor, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents. J. The Contractor has given the OAR written notice of all conflicts, errors, ambiguities, or discrepancies that the Contractor has discovered in the Contract Documents, and the written resolution provided by the OAR is acceptable to the Contractor. K. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. L. Contractor's entry into this Contract constitutes an incontrovertible representation by Contractor that without exception all prices in the Agreement are premised upon performing and furnishing the Work required by the Contract Documents. M. CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE OWNER'S INDEMNITEES IN ACCORDANCE WITH PARAGRAPH 7.14 OF THE GENERAL CONDITIONS AND THE SUPPLEMENTARY CONDITIONS. Agreement #25069 — City of Corpus Christi Detention Center 005223-4 Rev 12/2021 ARTICLE 8 — ACCOUNTING RECORDS 8.01 Accounting Record Availability: The Contractor shall keep such full and detailed accounts of materials incorporated and labor and equipment utilized for the Work consistent with the requirements of Paragraph 15.01 of the General Conditions and as may be necessary for proper financial management under this Agreement. Subject to prior written notice, the Owner shall be afforded reasonable access during normal business hours to all of the Contractor's records, books, correspondence, instructions, drawings, receipts, vouchers, memoranda, and similar data relating to the Cost of the Work and the Contractor's fee. The Contractor shall preserve all such documents for a period of 3 years after the final payment by the Owner. ARTICLE 9 — CONTRACT DOCUMENTS 9.01 Contents: A. The Contract Documents consist of the following: 1. Solicitation documents. 2. Specifications, forms, and documents listed in SECTION 00 01 00 TABLE OF CONTENTS. 3. Drawings listed in the Sheet Index. 4. Addenda. 5. Exhibits to this Agreement: a. Contractor's Bid Form. 6. Documentation required by the Contract Documents and submitted by Contractor prior to Notice of Award. B. There are no Contract Documents other than those listed above in this Article. C. The Contract Documents may only be amended, modified, or supplemented as provided in Article 11 of the General Conditions. ARTICLE 10 — CONTRACT DOCUMENT SIGNATURES (SIGNATURE PAGE FOLLOWS) Agreement #25069 — City of Corpus Christi Detention Center 005223-5 Rev 12/2021 ATTEST CITY OF CORPUS CHRISTI Reberra Huerta (Jan 9.20761639'44 CST) Rebecca Huerta City Secretary 01/09/2026 APPROVED AS TO LEGAL FORM: Francis ywh d (� 7-16:06:34 CST) Assistant City Attorney 01/09/2026 ATTEST (IF CORPORATION) (Seal Below) Note: Attach copy of authorization to sign if person signing for CONTRACTOR is not President, Vice President, Chief Executive Officer, or Chief Financial Officer Jeff'Ed�ds (Jan 9, 202616:10:55 CST) Jeffrey Edmonds, P.E 01/09/2026 Director of Engineering Services M2025-172 BY COUNCIL 12/16/2025 AUTHORIZED RH/SB CONTRACTOR Matthew Ezell Matthew Ezell (Jan 5, 2C2611:11:14 CST) By: Matthew Ezell Title: President 601 Everhart Address Corpus Christi TX 78412 City 3612995462 Phone mce@stbp.com State Zip Fax EMail END OF SECTION Agreement #25069 — City of Corpus Christi Detention Center 005223-6 Rev 12/2021 BID FORM Project Name: Corpus Christi Detention Center Project Number: 25069 Owner: City of Corpus Christi OAR: Joseph Johnson Designer: Herb Morrison, AIA -Turner I Ramirez Architects By its signature below, Bidder accepts all of the terms and conditions of the Bid Acknowledgement, acknowledges receipt of all Addenda to the Bid and agrees, if this Bid is accepted, to enter into a Contract with the Owner and complete the Work in accordance with the Contract Documents for the Bid price. Bidder: Signature: Name: Title: Attest: STBP, Inc. dba South Texas Building Partners AAA Matt Ezell President State of Residency: Texas Federal Tx ID No. 90-0781206 Address for Notices: 601 Everhart Rd. Corpus Christi, TX 78412 Phone: (361) 299-5462 Email: mce@stbp.com (full legal name of Bidder) (signature of person with authority to bind the Bidder) (printed name of person signing Bid Form) (title of person signing Bid Form) (signature) Bid Form #25069 City of Corpus Christi Detention Center Page 1 of 6 Rev 8/2019 CIVCAST RFB 6772 CC Detention Center 25069 Report Created On: 10/8/2025 9:03:55 PM BID TOTALS BASE BID Total PART A - GENERAL $707,631.00 PART B - EXISTING CONDITIONS $145,690.00 PART C - CONCRETE $168,179.00 PART D - MASONRY $202,242.00 PART E - STRUCTURAL STEEL FRAMING $305,955.00 PART F - WOODS, PLASTICS, AND COMPOSITES $182,868.00 PART G - THERMAL & MOISTURE PROTECTION $431,394.00 PART H - OPENINGS $101,134.00 PART I - FINISHES $246,629.00 PART J - SPECIALTIES $34,929.00 PART K - FURNISHINGS $65,361.00 PART L - FIRE SUPPRESSION $50,783.00 PART M - PLUMBING $224,501.00 PART N - MECHANICAL $181,060.00 PART 0 - ELECTRICAL $479,000.00 PART P - COMMUNICATIONS $75,969.00 PART Q - ELECTRONIC SAFETY AND SECURITY $145,413.00 PART R - EARTHWORK $274,363.00 PART S - EXTERIOR IMPROVEMENTS $440,310.00 PART T - UTILITIES $94,100.00 PART U - ALLOWANCES $295,000.00 Total $4,852,511.00 ALTERNATE 1 Total PART V - ALTERNATE NO. 01 ($58,144.00) Total ($58,144.00) PART A - GENERAL CIVCAST RFB 6772 CC Detention Center 25069 Report Created On: 10/8/2025 9:03:55 PM No. Description Unit Qty Unit Price Ext Price Al MOBILIZATION (5% MAX) LS 1 $243,584.00 $243,584.00 A2 STORM WATER POLLUTION PREVENTION PALN LS 1 $1,400.00 $1,400.00 A3 GENERAL SITE CONDITIONS LS 1 $303,408.00 $303,408.00 A4 TEMPORARY FACILITIES LS 1 $61,806.00 $61,806.00 A5 BONDS AND INSURANCE(2% MAX) LS 1 $97,433.00 $97,433.00 Subtotal: $707,631.00 PART B - EXISTING CONDITIONS No. Description Unit Qty Unit Price Ext Price B1 DEMOLITION LS 1 $145,690.00 $145,690.00 Subtotal: $145,690.00 PART C - CONCRETE No. Description Unit Qty Unit Price Ext Price Cl CONCRETE FORMS LS 1 $0.00 $0.00 C2 CONCRETE REINFORCING LS 1 $0.00 $0.00 C3 REINFORCING STEEL LS 1 $0.00 $0.00 C4 CAST -IN -PLACE CONCRETE LS 1 $168,179.00 $168,179.00 C5 CONCRETE STRUCTURES LS 1 $0.00 $0.00 C6 CONCRETE FINISHING LS 1 $0.00 $0.00 C7 SEALED CONCRETE FLOOR FINISHING(SC1) LS 1 $0.00 $0.00 C8 CONCRETE CURING LS 1 $0.00 $0.00 Subtotal: $168,179.00 PART D - MASONRY No. Description Unit Qty Unit Price Ext Price D1 UNIT MASONRY LS 1 $202,242.00 $202,242.00 Subtotal: $202,242.00 PART E - STRUCTURAL STEEL FRAMING CIVCAST RFB 6772 CC Detention Center 25069 Report Created On: 10/8/2025 9:03:55 PM No. Description Unit Qty Unit Price Ext Price E1 STRUCTURAL STEEL FRAMING LS 1 $12,820.00 $12,820.00 E2 METAL FABRICATIONS LS 1 $277,965.00 $277,965.00 E3 PIPE AND TUBE RAILINGS LS 1 $15,170.00 $15,170.00 Subtotal: $305,955.00 PART F - WOODS, PLASTICS, AND COMPOSITES No. Description Unit Qty Unit Price Ext Price F1 ROUGH CARPENTRY LS 1 $100,000.00 $100,000.00 F2 MISCELLANEOUS ROUGH CARPENTRY LS 1 $19,060.00 $19,060.00 F3 ARCHITECTURAL WOOD CASEWORK LS 1 $38,808.00 $38,808.00 F4 FIBERGLASS REINFORCED PANELING LS 1 $25,000.00 $25,000.00 Subtotal: $182,868.00 PART G - THERMAL & MOISTURE PROTECTION No. Description Unit Qty Unit Price Ext Price G1 PREPARATION FOR RE -ROOFING LS 1 $0.00 $0.00 G2 SELF -ADHERING SHEET WATERPROOFING LS 1 $66,879.00 $66,879.00 G3 ANTI -GRAFFITI COATINGS LS 1 $0.00 $0.00 G4 THERMAL INSULATION LS 1 $41,000.00 $41,000.00 G5 FLUID APPLIED AIR BARRIERS LS 1 $0.00 $0.00 G6 COMPOSITE WALL PANELS LS 1 $55,000.00 $55,000.00 G7 FIBER CEMENT SOFFITS LS 1 $0.00 $0.00 G8 POLYVINYL -CHLORIDE (PVC -TPA) ROOFING LS 1 $268,515.00 $268,515.00 G9 SHEET METAL FLASHING AND TRIM (TPA) LS 1 $0.00 $0.00 G10 ROOF ACCESSORIES LS 1 $0.00 $0.00 G11 INTRUMESCENT FIRE PROTECTION LS 1 $0.00 $0.00 G12 JOINT SEALANTS LS 1 $0.00 $0.00 G13 EXPANSION JOINT COVER ASSEMBLIES LS 1 $0.00 $0.00 CIVCAST RFB 6772 CC Detention Center 25069 Report Created On: 10/8/2025 9:03:55 PM Subtotal: $431,394.00 PART H - OPENINGS No. Description Unit Qty Unit Price Ext Price H1 HOLLOW METAL DOORS AND FRAMES LS 1 $65,136.00 $65,136.00 H2 FLUSH WOOD DOORS LS 1 $0.00 $0.00 H3 FIBERGLASS DOORS AND FRAMES LS 1 $0.00 $0.00 H4 ACCESS DOORS AND FRAMES LS 1 $2,000.00 $2,000.00 H5 ALUMINUM FRAMED ENTRANCES AND STOREFRONTS LS 1 $33,998.00 $33,998.00 H6 DOOR HARDWARE LS 1 $0.00 $0.00 H7 GLAZING LS 1 $0.00 $0.00 Subtotal: $101,134.00 PART I - FINISHES No. Description Unit Qty Unit Price Ext Price 11 NON-STRUCTURAL METAL FRAMING LS 1 $50,000.00 $50,000.00 12 GYPSUM BOARD LS 1 $0.00 $0.00 13 RESILIENT FLOORING LS 1 $9,859.00 $9,859.00 14 RESILIENT FLOORING, BASE, AND ACCESSORIES LS 1 $0.00 $0.00 15 RESINOUS FLOORING LS 1 $21,470.00 $21,470.00 16 WALL COVERINGS LS 1 $0.00 $0.00 17 DECORATIVE FIBERGLASS REINFORCED WALL PANELS LS 1 $0.00 $0.00 18 PAINTING AND COATINGS LS 1 $165,300.00 $165,300.00 19 HIGH PERFORMANCE COATINGS LS 1 $0.00 $0.00 Subtotal: $246,629.00 PART J - SPECIALTIES No. Description Unit Qty Unit Price Ext Price 11 DIMENSIONAL LETTER SIGNAGE LS 1 $26,757.00 $26,757.00 J2 ROOM -IDENTIFICATION PANEL SIGNAGE LS 1 $0.00 $0.00 CIVCAST RFB 6772 CC Detention Center 25069 Report Created On: 10/8/2025 9:03:55 PM J3 CORNER GUARDS LS 1 $1,976.00 $1,976.00 J4 TOILET, BATH, AND LAUNDRY ACCESSORIES LS 1 $2,082.00 $2,082.00 J5 FIRE PROTECTION SPECIALTIES LS 1 $4,114.00 $4,114.00 Subtotal: $34,929.00 PART K - FURNISHINGS No. Description Unit Qty Unit Price Ext Price K1 SOLID SURFACING COUNTERTOPS LS 1 $65,361.00 $65,361.00 Subtotal: $65,361.00 PART L - FIRE SUPPRESSION No. Description Unit Qty Unit Price Ext Price L1 HANGERS AND SUPPORTS FOR FIRE SUPPRESSION PIPING AND EQUIPMENT LS 1 $0.00 $0.00 L2 FIRE -SUPPRESSION SPRINKLER SYSTEM LS 1 $50,783.00 $50,783.00 L3 WET -PIPE SPRINKLER SYSTEM, CORROSION MITIGATION PROGRAM LS 1 $0.00 $0.00 Subtotal: $50,783.00 PART M - PLUMBING No. Description Unit Qty Unit Price Ext Price M1 UTILITY TRENCH EXCAVATION (INSIDE & OUTSIDE) LS 1 $224,501.00 $224,501.00 M2 PLUMBING HANGERS, SUPPORTS & ANCHORS LS 1 $0.00 $0.00 M3 SYSTEM IDENTIFICATION & PIPE MARKING LS 1 $0.00 $0.00 M4 PIPING INSULATION LS 1 $0.00 $0.00 M5 PLUMBING PIPING & VALVES LS 1 $0.00 $0.00 M6 NATURAL GAS PIPING SYSTEM LS 1 $0.00 $0.00 M7 PLUMBING SPECIALTIES LS 1 $0.00 $0.00 M8 PLUMBING FIXTURES AND EQUIPMENT LS 1 $0.00 $0.00 Subtotal: $224,501.00 CIVCAST RFB 6772 CC Detention Center 25069 Report Created On: 10/8/2025 9:03:55 PM PART N - MECHANICAL No. Description Unit Qty Unit Price Ext Price N1 DIRECT EXPANSION PIPING SYSTEM INSULATION LS 1 $181,060.00 $181,060.00 N2 HVAC SUPPORTS & ANCHORS LS 1 $0.00 $0.00 N3 MOTORS & MOTOR CONTROLLERS LS 1 $0.00 $0.00 N4 SYSTEM IDENTIFICATION & PIPE MARKING LS 1 $0.00 $0.00 N5 SOUND & VIBRATION CONTROL LS 1 $0.00 $0.00 N6 DUCT INSULATION LS 1 $0.00 $0.00 N7 REFRIGERANT PIPING LS 1 $0.00 $0.00 N8 DX FAN COIL UNIT LS 1 $0.00 $0.00 N9 AIR-COOLED CONDENSING UNITS LS 1 $0.00 $0.00 N10 AIR DISTRIBUTION DEVICES LS 1 $0.00 $0.00 N11 AIR FILTERS LS 1 $0.00 $0.00 N12 METAL DUCTWORK & DUCTWORK ACCESSORIES LS 1 $0.00 $0.00 N13 TESTING, ADJUSTING, AND BALANCING LS 1 $0.00 $0.00 Subtotal: $181,060.00 PART 0 - ELECTRICAL No. Description Unit Qty Unit Price Ext Price 01 GROUNDING LS 1 $479,000.00 $479,000.00 02 WIRE AND CABLE LS 1 $0.00 $0.00 03 RACEWAYS LS 1 $0.00 $0.00 04 WIRING DEVICES LS 1 $0.00 $0.00 05 PANELBOARDS LS 1 $0.00 $0.00 06 NATURAL GAS GENERATOR LS 1 $0.00 $0.00 07 AUTOMATIC TRANSFER SWITCH LS 1 $0.00 $0.00 08 SURGE PROTECTION DEVICES LS 1 $0.00 $0.00 09 DISCONNECT SWITCHES LS 1 $0.00 $0.00 CIVCAST RFB 6772 CC Detention Center 25069 Report Created On: 10/8/2025 9:03:55 PM 010 LUMINAIRES LS 1 $0.00 $0.00 011 PHONE/DATA/CABLE TV SYSTEM ROUGH -IN LS 1 $0.00 $0.00 Subtotal: $479,000.00 PART P - COMMUNICATIONS No. Description Unit Qty Unit Price Ext Price P1 PATHWAYS INCLUDING UNDERGROUND FOR COMMUNICATIONS LS 1 $40,636.00 $40,636.00 P2 STRUCTURED CABLING LS 1 $0.00 $0.00 P3 INTEGRATED AUDIOVISUAL SYSTEMS LS 1 $35,333.00 $35,333.00 Subtotal: $75,969.00 PART Q - ELECTRONIC SAFETY AND SECURITY No. Description Unit Qty Unit Price Ext Price Q1 ACCESS CONTROL SYSTEMS & PEDESTAL LS 1 $49,450.00 $49,450.00 Q2 VIDEO SURVEILLANCE SYSTEM LS 1 $69,278.00 $69,278.00 Q3 FIRE DETECTION AND ALARM SYSTEM LS 1 $26,685.00 $26,685.00 Subtotal: $145,413.00 PART R - EARTHWORK No. Description Unit Qty Unit Price Ext Price R1 CLEARING & GRUBBING LS 1 $82,150.00 $82,150.00 R2 SITE GRADING LS 1 $0.00 $0.00 R3 ROADWAY SUBGRADE SHAPING LS 1 $0.00 $0.00 R4 TRENCHING LS 1 $0.00 $0.00 R5 EMBANKMENT LS 1 $0.00 $0.00 R6 TERMITE CONTROL LS 1 $2,000.00 $2,000.00 R7 DRILLED CONCRETE PIERS & SHAFTS LS 1 $190,213.00 $190,213.00 Subtotal: $274,363.00 PART S - EXTERIOR IMPROVEMENTS No. Description Unit Qty Unit Price Ext Price CIVCAST RFB 6772 CC Detention Center 25069 Report Created On: 10/8/2025 9:03:55 PM 51 SUBGRADE, BASE COURSE, LIME TREATED SUBGRADE, & CEMENT TREATED SUBGRADE LS 1 $0.00 $0.00 S2 FLEXIBLE BASE COURSE LS 1 $0.00 $0.00 S3 PRIME COAT LS 1 $0.00 $0.00 S4 CONCRETE PAVEMENT; CURBS & GUTTERS; SIDEWALKS; AND DRIVEWAYS LS 1 $253,139.00 $253,139.00 S5 PAVEMENT MARKINGS LS 1 $4,798.00 $4,798.00 S6 CHAIN -LINK FENCES & GATES LS 1 $153,158.00 $153,158.00 S7 DECORATIVE METAL FENCES AND GATES LS 1 $0.00 $0.00 S8 UNDERGROUND SPRINKLERS LS 1 $12,675.00 $12,675.00 S9 SEEDING AND PLANTS LS 1 $16,540.00 $16,540.00 Subtotal: $440,310.00 PART T - UTILITIES No. Description Unit Qty Unit Price Ext Price T1 EXCAVATION & BACKFILL FOR UTILITIES LS 1 $94,100.00 $94,100.00 T2 FIBERGLASS MANHOLES LS 1 $0.00 $0.00 T3 WATER UTILITY DISTRIBUTION PIPING LS 1 $0.00 $0.00 T4 TAPPING SLEEVES VALVES AND HYDRANTS LS 1 $0.00 $0.00 T5 WASTEWATER UTILITY DISTRIBUTION PIPING LS 1 $0.00 $0.00 Subtotal: $94,100.00 PART U - ALLOWANCES No. Description Unit Qty Unit Price Ext Price U1 UNFORESEEN CONDITIONS AL 1 $250,000.00 $250,000.00 U2 MISCELLANEOUS SIGNAGE AL 1 $5,000.00 $5,000.00 U3 COMMISSIONING AL 1 $15,000.00 $15,000.00 U4 TESTING AND BALANCING AL 1 $25,000.00 $25,000.00 Subtotal: $295,000.00 CIVCAST RFB 6772 CC Detention Center 25069 Report Created On: 10/8/2025 9:03:55 PM PART V - ALTERNATE NO. 01 No. Description Unit Qty Unit Price Ext Price V1 SLAB -ON -GRADE FOUNDATION AT CELLS LS 1 ($58,144.00) ($58,144.00) Subtotal: ($58,144.00) Bid Tab - RFB 6772 CC Detention Center 25069 Item Description Unit Quantity STBP, Inc. Total Base Bid PART A - GENERAL Al MOBILIZATION (5% MAX) A2 STORM WATER POLLUTION PREVENTION PALN A3 GENERAL SITE CONDITIONS A4 TEMPORARY FACILITIES A5 BONDS AND INSURANCE(2% MAX) Sub Totals PART B - EXISTING CONDITIONS B1 DEMOLITION Sub Totals PART C - CONCRETE Cl C2 C3 C4 C5 C6 C7 C8 CONCRETE FORMS CONCRETE REINFORCING REINFORCING STEEL CAST -IN -PLACE CONCRETE CONCRETE STRUCTURES CONCRETE FINISHING SEALED CONCRETE FLOOR FINISHING(SC1) CONCRETE CURING Sub Totals PART D - MASONRY D1 UNIT MASONRY Sub Totals PARTE- STRUCTURALSTEELFRAMING El STRUCTURAL STEEL FRAMING E2 METAL FABRICATIONS E3 PIPE AND TUBE RAILINGS Sub Totals PART F - WOODS, PLASTICS, AND COMPOSITES F1 ROUGH CARPENTRY F2 MISCELLANEOUS ROUGH CARPENTRY F3 ARCHITECTURAL WOOD CASEWORK F4 FIBERGLASS REINFORCED PANELING Sub Totals PART G - THERMAL & MOISTURE PROTECTION LS LS LS LS LS 1 1 1 1 1 $243,584.00 $1,400.00 $303,408.00 $61,806.00 $97,433.00 $243,584.00 $1,400.00 $303,408.00 $61,806.00 $97,433.00 $707,631.00 LS 1 $145,690.00 $145,690.00 $145,690.00 LS 1 49402.00 49402.00 LS 1 16913.00 16913.00 LS 1 26163.00 26163.00 LS 1 28457.00 28457.00 LS 1 23893.00 23893.00 LS 1 9268.00 9268.00 LS 1 8190.00 8190.00 LS 1 5893.00 5893.00 $168,179.00 LS 1 $202,242.00 $202,242.00 $202,242.00 LS 1 $12,820.00 $12,820.00 LS 1 $277,965.00 $277,965.00 LS 1 $15,170.00 $15,170.00 $305,955.00 LS 1 88060.00 88060.00 LS 1 31000.00 31000.00 LS 1 $38,808.00 $38,808.00 LS 1 $25,000.00 $25,000.00 $182,868.00 G1 PREPARATION FOR RE -ROOFING LS 1 40277.00 40277.00 G2 SELF -ADHERING SHEET WATERPROOFING LS 1 6096.00 6096.00 G3 ANTI -GRAFFITI COATINGS LS 1 27053.00 27053.00 G4 THERMAL INSULATION LS 1 26000.00 26000.00 G5 FLUID APPLIED AIR BARRIERS LS 1 13716.00 13716.00 G6 COMPOSITE WALL PANELS LS 1 20000.00 20000.00 G7 FIBER CEMENT SOFFITS LS 1 16000.00 16000.00 G8 POLYVINYL -CHLORIDE (PVC -TPA) ROOFING LS 1 222253.00 222253.00 G9 SHEET METAL FLASHING AND TRIM (TPA) LS 1 9435.00 9435.00 G10 ROOF ACCESSORIES LS 1 5985.00 5985.00 G11 INTRUMESCENT FIRE PROTECTION G12 JOINT SEALANTS G13 EXPANSION JOINT COVER ASSEMBLIES Sub Totals PART H - OPENINGS H1 HOLLOW METAL DOORS AND FRAMES H2 FLUSH WOOD DOORS H3 FIBERGLASS DOORS AND FRAMES H4 ACCESS DOORS AND FRAMES H5 ALUMINUM FRAMED ENTRANCES AND STOREFRONTS H6 DOOR HARDWARE H7 GLAZING Sub Totals PART I - FINISHES 11 NON-STRUCTURAL METAL FRAMING 12 GYPSUM BOARD 13 RESILIENT FLOORING 14 RESILIENT FLOORING, BASE, AND ACCESSORIES 15 RESINOUS FLOORING 16 WALL COVERINGS 17 DECORATIVE FIBERGLASS REINFORCED WALL PANELS 18 PAINTING AND COATINGS 19 HIGH PERFORMANCE COATINGS Sub Totals PART J - SPECIALTIES J1 DIMENSIONAL LETTER SIGNAGE J2 ROOM -IDENTIFICATION PANEL SIGNAGE J3 CORNER GUARDS J4 TOILET, BATH, AND LAUNDRY ACCESSORIES J5 FIRE PROTECTION SPECIALTIES Sub Totals PART K - FURNISHINGS K1 SOLID SURFACING COUNTERTOPS Sub Totals PART L - FIRE SUPPRESSION HANGERS AND SUPPORTS FOR FIRE SUPPRESSION PIPING L1 AND EQUIPMENT L2 FIRE -SUPPRESSION SPRINKLER SYSTEM WET -PIPE SPRINKLER SYSTEM, CORROSION MITIGATION L3 PROGRAM Sub Totals PART M - PLUMBING M1 UTILITY TRENCH EXCAVATION (INSIDE & OUTSIDE) M2 PLUMBING HANGERS, SUPPORTS & ANCHORS M3 SYSTEM IDENTIFICATION & PIPE MARKING M4 PIPING INSULATION M5 PLUMBING PIPING & VALVES M6 NATURAL GAS PIPING SYSTEM M7 PLUMBING SPECIALTIES M8 PLUMBING FIXTURES AND EQUIPMENT Sub Totals LS 1 15000.00 15000.00 LS 1 10579.00 10579.00 LS 1 19000.00 19000.00 $431,394.00 LS 1 9474.00 9474.00 LS 1 11967.00 11967.00 LS 1 16921.00 16921.00 LS 1 2000.00 2000.00 LS 1 27198.00 27198.00 LS 1 26774.00 26774.00 LS 1 6800.00 6800.00 $101,134.00 LS 1 5000.00 5000.00 LS 1 47595.00 47595.00 LS 1 6739.00 6739.00 LS 1 3120.00 3120.00 LS 1 24065.00 24065.00 LS 1 19875.00 19875.00 LS 1 27595.00 27595.00 LS 1 80835.00 80835.00 LS 1 31805.00 31805.00 $246,629.00 LS 1 24081.00 24081.00 LS 1 2676.00 2676.00 LS 1 1976.00 1976.00 LS 1 2082.00 2082.00 LS 1 4114.00 4114.00 $34,929.00 LS 1 $65,361.00 $65,361.00 $65,361.00 LS 1 31802.00 31802.00 LS 1 16850.00 16850.00 LS 1 2131.00 2131.00 $50,783.00 LS 1 10750.00 10750.00 LS 1 5000.00 5000.00 LS 1 4000.00 4000.00 LS 1 15000.00 15000.00 LS 1 97501.00 97501.00 LS 1 10750.00 10750.00 LS 1 15750.00 15750.00 LS 1 65750.00 65750.00 $224,501.00 PART N - MECHANICAL N1 DIRECT EXPANSION PIPING SYSTEM INSULATION N2 HVAC SUPPORTS & ANCHORS N3 MOTORS & MOTOR CONTROLLERS N4 SYSTEM IDENTIFICATION & PIPE MARKING N5 SOUND & VIBRATION CONTROL N6 DUCT INSULATION N7 REFRIGERANT PIPING N8 DX FAN COIL UNIT N9 AIR-COOLED CONDENSING UNITS N10 AIR DISTRIBUTION DEVICES N11 AIR FILTERS N12 METAL DUCTWORK & DUCTWORK ACCESSORIES N13 TESTING, ADJUSTING, AND BALANCING Sub Totals PART 0 - ELECTRICAL 01 GROUNDING 02 WIRE AND CABLE 03 RACEWAYS 04 WIRING DEVICES 05 PANELBOARDS 06 NATURAL GAS GENERATOR 07 AUTOMATIC TRANSFER SWITCH 08 SURGE PROTECTION DEVICES 09 DISCONNECT SWITCHES 010 LUMINAIRES 011 PHONE/DATA/CABLE TV SYSTEM ROUGH -IN Sub Totals PART P - COMMUNICATIONS PATHWAYS INCLUDING UNDERGROUND FOR P1 COMMUNICATIONS P2 STRUCTURED CABLING P3 INTEGRATED AUDIOVISUAL SYSTEMS Sub Totals PART Q - ELECTRONIC SAFETY AND SECURITY Q1 ACCESS CONTROL SYSTEMS & PEDESTAL Q2 VIDEO SURVEILLANCE SYSTEM Q3 FIRE DETECTION AND ALARM SYSTEM Sub Totals PART R - EARTHWORK R1 R2 R3 R4 R5 R6 R7 Sub Totals CLEARING & GRUBBING SITE GRADING ROADWAY SUBGRADE SHAPING TRENCHING EMBANKMENT TERMITE CONTROL DRILLED CONCRETE PIERS & SHAFTS PART S - EXTERIOR IMPROVEMENTS LS 1 3891.00 3891.00 LS 1 2349.00 2349.00 LS 1 1500.00 1500.00 LS 1 1200.00 1200.00 LS 1 1050.00 1050.00 LS 1 25780.00 25780.00 LS 1 12890.00 12890.00 LS 1 20900.00 20900.00 LS 1 20900.00 20900.00 LS 1 32450.00 32450.00 LS 1 1250.00 1250.00 LS 1 49750.00 49750.00 LS 1 7150.00 7150.00 $181,060.00 LS 1 13560.00 13560.00 LS 1 88365.00 88365.00 LS 1 99450.00 99450.00 LS 1 10700.00 10700.00 LS 1 74850.00 74850.00 LS 1 85865.00 85865.00 LS 1 30500.00 30500.00 LS 1 8225.00 8225.00 LS 1 18360.00 18360.00 LS 1 25700.00 25700.00 LS 1 23425.00 23425.00 $479,000.00 LS 1 5436.00 5436.00 LS 1 35200.00 35200.00 LS 1 35333.00 35333.00 $75,969.00 LS 1 $49,450.00 $49,450.00 LS 1 $69,278.00 $69,278.00 LS 1 $26,685.00 $26,685.00 $145,413.00 LS 1 14638.00 14638.00 LS 1 31879.00 31879.00 LS 1 10879.00 10879.00 LS 1 8878.00 8878.00 LS 1 8120.00 8120.00 LS 1 2000.00 2000.00 LS 1 197969.00 197969.00 $274,363.00 SUBGRADE, BASE COURSE, LIME TREATED SUBGRADE, & S1 CEMENT TREATED SUBGRADE LS 1 25000.00 25000.00 S2 FLEXIBLE BASE COURSE S3 PRIME COAT CONCRETE PAVEMENT; CURBS & GUTTERS; SIDEWALKS; AND S4 DRIVEWAYS S5 PAVEMENT MARKINGS S6 CHAIN -LINK FENCES & GATES S7 DECORATIVE METAL FENCES AND GATES S8 UNDERGROUND SPRINKLERS S9 SEEDING AND PLANTS Sub Totals PARTT- UTILITIES T1 EXCAVATION & BACKFILL FOR UTILITIES T2 FIBERGLASS MANHOLES T3 WATER UTILITY DISTRIBUTION PIPING T4 TAPPING SLEEVES VALVES AND HYDRANTS T5 WASTEWATER UTILITY DISTRIBUTION PIPING Sub Totals PART U - ALLOWANCES U1 UNFORESEEN CONDITIONS U2 MISCELLANEOUS SIGNAGE U3 COMMISSIONING U4 TESTING AND BALANCING Sub Totals LS LS LS LS LS LS LS LS LS LS LS LS LS AL AL AL AL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7216.00 4810.00 216113.00 4798.00 35108.00 118050.00 12675.00 16540.00 20,000.00 1,800.00 28,500.00 15,687.00 28,113.00 $250,000.00 $5,000.00 $15,000.00 $25,000.00 7216.00 4810.00 216113.00 4798.00 35108.00 118050.00 12675.00 16540.00 $440,310.00 20,000.00 1,800.00 28,500.00 15,687.00 28,113.00 $94,100.00 $250,000.00 $5,000.00 $15,000.00 $25,000.00 $295,000.00 Grand Total $4,852,511.00 Alternate 1 PART V - ALTERNATE NO. 01 V1 SLAB -ON -GRADE FOUNDATION AT CELLS Sub Totals LS 1 ($58,144.00) ($58,144.00) ($58,144.00) Grand Total ($58,144.00) CONTRACT DOCUMENTS FOR CONSTRUCTION OF CORPUS CHRISTI DETENTION CENTER PROJECT NUMBER: 25069 I TURNER RAMIREZ ARCHITECTS 3751 S. Alameda Street Corpus Christi, Texas 78411 TRA PROJECT NO. 2024-38 Record Drawing Number: PBG-963 CONSTRUCTION DOCUMENTS CONFORMED SET- 10/10125 July 31,2025 Addendum No. 2 - September 24, 2025 Addendum No. 3 - September 26, 2025 Addendum No. 5 - October 2, 2025 Addendum No. 6 - October 2, 2025 00 0100 TABLE OF CONTENTS Division / Section Title Division 00 Preface Documents 00 00 00 Cover Sheet 00 0100 Table of Contents 00 0101 Seals Page (Optional) 00 0102 List of Drawings Division 00 Procurement and Contracting Requirements 00 52 23 Agreement (Rev 12-2021) 00 72 00 General Conditions (Rev6-2021) 00 73 00 Supplementary Conditions (Rev4-2022) Division 01 General Requirements 01 1100 Summary of Work (Rev 10-2018) 01 23 10 Alternates and Allowances (Rev 5-2020) 01 29 01 Measurement and Basis for Payment (Rev5-2020) 01 33 01 Submittal Register (Rev 10-2018) 01 35 00 Special Procedures (Rev 10-2018) 01 50 00 Temporary Facilities and Controls (Rev 8-2019) 01 57 00 Temporary Controls (Rev8-2019) Part S Standard Specifications NOT USED Part T Technical Specifications DIV 02 EXISTING CONDITIONS 02 4100 Demolition DIV 03 CONCRETE 03 11 13.11 Concrete Forms (Civil) 03 20 00 Concrete Reinforcing Table of Contents #25069 — City of Corpus Christi Detention Center 000100-1 Rev 1/2022 Division / Section Title 03 21 11 Reinforcing Steel (Civil) 03 30 00 Cast -In -Place Concrete 03 31 11 Concrete Structures (Civil) 03 35 11 Concrete Finishing (Civil) 03 35 40 Sealed Concrete Floor Finishing (SC1) 03 39 11 Concrete Curing (Civil) DIV 04 MASONRY 04 20 00 Unit Masonry DIV 05 METALS 05 12 00 Structural Steel Framing 05 50 00 Metal Fabrications 05 52 13 Pipe and Tube Railings DIV 06 WOOD, PLASTICS, AND COMPOSITES 06 10 00 Rough Carpentry 06 10 53 Miscellaneous Rough Carpentry 06 18 00 Glue -Laminated Construction 06 20 00 Finish Carpentry 06 4100 Architectural Wood Casework 06 83 16 Fiberglass Reinforced Paneling DIV 07 THERMAL AND MOISTURE PROTECTION 07 01 50.19 Preparation for Re -Roofing 07 13 26 Self -Adhering Sheet Waterproofing 07 19 17 Anti -Graffiti Coatings 07 2100 Thermal Insulation 07 27 20 Fluid Applied Air Barrier 07 42 43 Composite Wall Panels 07 46 47 Fiber -Cement Soffits 07 54 19 Polyvinyl -Chloride (PVC/TPA) Roofing - Addendum No. 3 07 62 00 Sheet Metal Flashing and Trim (TPA) Table of Contents #25069 — City of Corpus Christi Detention Center 000100-2 Rev 1/2022 Division / Section Title 07 72 00 Roof Accessories 07 81 23 Intumescent Fire Protection 07 92 00 Joint Sealants 07 95 13 Expansion Joint Cover Assemblies DIV 08 OPENINGS 08 11 13 Hollow Metal Doors and Frames 08 14 16 Flush Wood Doors 08 16 13 Fiberglass Doors and Frames 08 3100 Access Doors and Panels 08 41 13 Aluminum -Framed Entrances and Storefronts 08 7100 Door Hardware 08 80 00 Glazing DIV 09 FINISHES 09 22 16 Non -Structural Metal Framing 09 29 00 Gypsum Board 09 65 00 Resilient Flooring 09 65 13 Resilient Base and Accessories 09 67 23 Resinous Flooring 09 72 00 Wall Coverings 09 77 20 Decorative Fiberglass Reinforced Wall Panels 09 90 13 Painting 09 96 00 High Performance Coatings DIV 10 SPECIALTIES 10 14 19 Dimensional Letter Signage 10 14 23.16 Room -Identification Panel Signage 10 26 13 Corner Guards 10 28 00 Toilet, Bath, and Laundry Accessories 10 44 00 Fire Protection Specialties Table of Contents #25069 — City of Corpus Christi Detention Center 000100-3 Rev 1/2022 Division / Section Title DIV 12 FURNISHINGS 12 36 61.16 Solid Surfacing Countertops DIV 21 FIRE SUPPRESSION 2102 01 Coordination Drawings 2105 29 Hangers and Supports for Fire Suppression Piping and Equipment 21 13 00 Fire Suppression Sprinkler System 21 13 14 Wet Pipe Sprinkler System, Corrosion Mitigation Program DIV 22 PLUMBING 22 02 01 Coordination Drawings 22 05 00 Basic Materials and Methods 22 07 00 Inside Utility Trench Excavation, Backfill and Compaction 22 08 00 Outside Utility Trench Excavation, Backfill and Compaction 22 14 00 Hangers and Supports 22 19 00 System Identification and Pipe Markings 22 26 00 Piping Insulation 22 4100 Plumbing, Piping, and Valves 22 41 10 Natural Gas Piping System 22 43 00 Plumbing Specialties 22 44 00 Plumbing Fixtures 22 45 00 Plumbing Equipment DIV 23 HEATING, VENTILATION AND AIR CONDITIONING (HVAC) 23 02 01 Coordination Drawings 23 05 00 Basic Materials and Methods 23 07 19 DX Piping System Insulation 23 14 00 Supports and Anchors 23 17 00 Motors and Motor Controllers 23 19 00 System Identification and Pipe Markings 23 24 00 Sound and Vibration Control 23 29 00 Duct Insulation 23 53 00 Refrigerant Piping Table of Contents #25069 — City of Corpus Christi Detention Center 000100-4 Rev 1/2022 Division / Section Title 23 58 54 DX Fan Coil Unit 23 67 10 Air Cooled Condensing Units 23 88 10 Air Distribution Devices 23 88 85 Air Filters 23 89 00 Metal Ductwork 23 9100 Ductwork Accessories 23 99 00 Testing, Adjusting, and Balancing DIV 26 ELECTRICAL 26 0100 General 26 06 00 Grounding 26 07 50 Identification 26 12 30 Wire and Cable 26 13 60 Raceways 26 14 00 Wiring Devices 26 24 16 Panelboards 26 32 00 Natural Gas Engine Generator 26 33 00 Automatic Transfer Switch 26 43 13 Surge Protection Devices 26 44 10 Disconnect Switches 26 5100 Luminaires 26 74 00 Telephone/Data System (Rough -In) 26 75 00 Cable TV System (Rough -In) DIV 27 COMMUNICATIONS 27 05 33 Pathways For Communications Systems 27 05 43 Underground Pathways for Communications Systems 27 10 00 Structured Cabling 27 41 16 Integrated Audiovisual Systems DIV 28 ELECTRONIC SAFETY AND SECURITY 28 05 00 Security System Wiring 28 10 01 Access Control System Pedestal Table of Contents #25069 — City of Corpus Christi Detention Center 000100-5 Rev 1/2022 Division / Section Title 28 13 00 Access Control System 28 23 00 Video Surveillance System 28 3100 Fire Detection and Alarm System DIV 31 EARTHWORK 31 1100 Clearing and Grubbing (Civil) 31 22 13.10 Site Grading (Civil) 31 22 16.13 Roadway Subgrade Shaping (Civil) 31 23 16.13 Trenching (Civil) 31 24 13.10 Embankment (Civil) 31 31 16 Termite Control 31 63 29 Drilled Concrete Piers and Shafts DIV 32 EXTERIOR IMPROVEMENTS 32 11 00 Subgrade and Base Course (Civil) 32 11 13.13 Lime Treated Subgrade (Civil) 32 11 13.26 Cement Treated Subgrade (Civil) 32 11 23 Flexible Base Course (Civil) 32 12 13.19 Prime Coat (Civil) 32 13 13 Concrete Paving (Civil) 32 16 13.13 Curbs and Gutters (Civil) 32 16 23 Sidewalks (Civil) 32 16 33 Driveways (Civil) 32 17 23.13 Pavement Markings (Civil) 32 31 13 Chain Link Fences and Gates 32 31 19 Decorative Metal Fences and Gates 32 84 23 Underground Sprinklers (Landscape) 32 90 01 Common Planting Requirements (Landscape) 32 91 13 Soil Preparation (Landscape) 32 93 00 Plants (Landscape) DIV 33 SITE UTILITIES 33 05 10 Excavation and Backfill for Utilities Table of Contents #25069 — City of Corpus Christi Detention Center 000100-6 Rev 1/2022 Division / Section Title 33 05 76 Fiberglass Manholes 33 14 13 Water Utility Distribution Piping 33 14 19 Tapping Sleeves Valves and Hydrants for Water Utility 33 31 13 Wastewater Utility Piping Appendix All Testing Reports as Applicable 1 [Report Name]Testing Requirements; dated June 20, 2025; 2 pages 2 Storm Water Pollution Prevention Plan; dated June 20, 2025; 3 Geotechnical Engineering Report No. G125067, published by UES, dated April 14, 2025; 29 pages 4 eurofins Built Environment Testing report, Project: C25-013, EML ID: 3962656 5 Flow Test — 3312 Leopard 6 25045_Commissioning Plan_Corpus 7 Windstorm Construction Requirements 8 TOPOGRAPHIC AND STANDARD LAND SURVEY - ADDENDUM NO. 6 END OF SECTION Table of Contents #25069 — City of Corpus Christi Detention Center 000100-7 Rev 1/2022 SECTION 00 0107 SEALS PAGE ARCH!! EL I' PHILIP RAMIREZ, AIA TURNER, RAMIREZ, & ASSOCIATES 3751 S. ALAMEDA ST. CORPUS CHRISTI, TEXAS 78411 V 361.994.8900 F 1361.994.8955 E I philip@trarch.com eskeD ARC ,t CO `Q,N.R4 /r/A�, • � �U /.Q� , j' �0 CC / �� • ��` '1C y • �, N - • 91a Q, �; T 'i- 0 `•. F OF " STRUCTURAL: �' r/ •� t` • ' ..7. • • • • •' �; YE�H A. S/l�•§~RS 4 •. 88234 • ' .�,��>-t•�t ��;��,. ``1�:;:f. ; • - 7-30•zs KEITH SANDERS, P.E. WILKERSON & SANDERS 3530 S. ALAMEDA STREET CORPUS CHRISTI, TEXAS 78411 V I 361.853.2071 E I ksanders.pe@gmail.com F- 4769 ELECTRICAL: TA�E OF lt)_co/' A . 6#A r JOHN RODRIGUEZ, P.E. NRG ENGINEERING 5656 S. STAPLES, SUITE 312 CORPUS CHRISTI, TEXAS 78411 V � 361.85.2727 E I jrod@nrgcc.com 71i * JOHN A. RODRIGUEZ III % ro ••. 90273 ' �i 1+Ap� . �� . \��' iy 07/31/2025 --0- �F �v11 MECHANICAL/PLUMBINGOSP�� • .. • SEAN RODRIGUEZ, P.E. NRG ENGINEERING 5656 S. STAPLES, SUITE 312 CORPUS CHRISTI, TEXAS 78411 V 1361.85.2727 E I srod@nrgcc.com Ls)0 + SEAN M. RODRIGUEZ I o °. 96478 j l� r �� ,01�; . C.eNS F • G �0A.., e..y 07/31/2025 SEALS PAGE 25069 - City of Corpus Christi Detention Center 000107-1 July 30, 2025 CIVIL_ rc7RK 9EAL AppiNtm oW Ii$ r 414V 1nu 8' rrW1_ C. lilac. PL 12.318. Gr # DUD =UM F 'O ' 110TF0101 TO If f*3PCIMIX 6 al OFTD if UMW ME Tfx& MUM PRAM MI MICHAEL YORK P.E. YORK ENGINEERING 9708 S. PADRE ISLAND DRIVE, SUITE A200 CORPUS CHRISTI, TEXAS 78418 1361.254.9400 E I michael@yorkeng.com I c:HAFr c: 1249'36 &TENAL' y • 11 JI,LY 2025 NE aIJK ALVA.WO PROPER Mtn TECHNOLOGY CON; ``p(1ONSDis, 'P/ BRIAN COMBS COMBS CONSULTING GROUP 1022 RIVER ROAD, #2 BOERNE, TEAXAS 78006 V 1210.780.8628 EXT. 700 J� oBiCS/ LLJ fj z Jason Gonzalez Jr BICSI ID #364970 EXPIRES12-31-25 /_ - RCDO 07/31/2025 LANDSCAPE ARCHITECT: •�� 011 �^� •'gUNA .•0• E. GAC�• ROBERT GIGNAC, ASLA GIGNAC LANDSCAPE ARCHITECTURE 3833 S. STAPLES, SUITE N-119 CORPUS CHRISTI, TEXAS 78411 V 361.853.0795 E I gignaclandscape@aol.com (��••' �,, yF " 0 ROBERT 1559 : F.-. V 0 �!!yo•'QFGISTER9'�ii sC'••••. • 'G`Zf 7/31 /25. END OF SECTION 00 0107 SEALS PAGE 25069 - City of Corpus Christi Detention Center 000107-2 July 30, 2025 00 52 23 AGREEMENT This Agreement, for the Project awarded on [insert Award Date], is between the City of Corpus Christi (Owner) and Owner and Contractor agree as follows: (Contractor). ARTICLE 1— WORK 1.01 Contractor shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as: Corpus Christi Detention Center 25069 ARTICLE 2 — DESIGNER AND OWNER'S AUTHORIZED REPRESENTATIVE 2.01 The Project has been designed by: Turner I Ramirez Architects Herb Morrison, AIA, Project Manager 37515. Alameda Corpus Christi, Texas 78411 Office: (361) 278-5004 I Cell: (361) 563-0465 herbert@trarch.com 2.02 The Owner's Authorized Representative for this Project is: Joseph Johnson, Assistant Director —Construction Management 4917 Holly Road, Building 5 Corpus Christi, Texas 78411 JosephJ2@cctexas.com ARTICLE 3 — CONTRACT TIMES 3.01 Contract Times A. The Work is required to be substantially completed within 510 calendar days after the date when the Contract Times commence to run as provided in the Notice to Proceed and is to be completed and ready for final payment in accordance with Paragraph 17.16 of the General Conditions within 540 calendar days after the date when the Contract Times commence to run. Agreement #25069 — City of Corpus Christi Detention Center 005223-1 Rev 12/2021 B. Performance of the Work is required as shown in Paragraph 7.02 of the General Conditions. C. Milestones, and the dates for completion of each, are as defined in Section 0135 00 SPECIAL PROCEDURES. 3.02 Liquidated Damages A. Owner and Contractor recognize that time limits for specified Milestones, Substantial Completion, and completion and readiness for Final Payment as stated in the Contract Documents are of the essence of the Contract. Owner and Contractor recognize that the Owner will suffer financial loss if the Work is not completed within the times specified in Paragraph 3.01 and as adjusted in accordance with Paragraph 11.05 of the General Conditions. Owner and Contractor also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by Owner if the Work is not completed on time. Accordingly, instead of requiring any such proof, Owner and Contractor agree that as liquidated damages for delay (but not as a penalty): 1. Substantial Completion: Contractor shall pay Owner $400.00 for each day that expires after the time specified in Paragraph 3.01 for Substantial Completion until the Work is substantially complete. 2. Completion of the Remaining Work: Contractor agrees to pay Owner $400.00 for each day that expires after the time specified in Paragraph 3.01 for completion and readiness for final payment until the Work is completed and ready for final payment in accordance with Paragraph 17.16 of the General Conditions. 3. Liquidated damages for failing to timely attain Substantial Completion and Final Completion are not additive and will not be imposed concurrently. 4. Milestones: Contractor agrees to pay Owner liquidated damages as stipulated in SECTION 01 35 00 SPECIAL PROCEDURES for failure to meet Milestone completions. 5. The Owner will determine whether the Work has been completed within the Contract Times. B. Owner is not required to only assess liquidated damages, and Owner may elect to pursue its actual damages resulting from the failure of Contractor to complete the Work in accordance with the requirements of the Contract Documents. ARTICLE 4 — CONTRACT PRICE 4.01 Owner will pay Contractor for completion of the Work in accordance with the Contract Documents at the unit prices shown in the attached BID FORM. Unit prices have been computed in accordance with Paragraph 15.03 of the General Conditions. Contractor acknowledges that estimated quantities are not guaranteed, and were solely for the purpose of comparing Bids, and final payment for all unit price items will be based on actual quantities, determined as provided in the Contract Documents. Total Base Bid Price $ Agreement #25069 — City of Corpus Christi Detention Center 005223-2 Rev 12/2021 ARTICLE 5 — PAYMENT PROCEDURES 5.01 Submit Applications for Payment in accordance with Article 17 of the General Conditions. Applications for Payment will be processed by the OAR as provided in the General Conditions. 5.02 Progress Payments; Retainage: A. The Owner will make progress payments on or about the 25th day of each month during performance of the Work. Payment is based on Work completed in accordance with the Schedule of Values established as provided in the General Conditions. B. Progress payments equal to the full amount of the total earned value to date for completed Work minus the retainage listed below and properly stored materials will be made prior to Substantial Completion. 1. The standard retainage is 5 percent. C. Payment will be made for the amount determined per Paragraph 5.02.B, less the total of payments previously made and less set -offs determined in accordance with Paragraph 17.01 of the General Conditions. D. At the Owner's option, Owner may pay Contractor 100 percent of the Work completed, less amounts withheld in accordance with Paragraph 17.01 of the General Conditions and less 200 percent of OAR's estimate of the value of Work to be completed or corrected to reach Substantial Completion. Owner may, at its sole discretion, elect to hold retainage in the amounts set forth above for progress payments prior to Substantial Completion if Owner has concerns with the ability of the Contractor to complete the remaining Work in accordance with the Contract Documents or within the time frame established by this Agreement. Release or reduction in retainage is contingent upon and consent of surety to the reduction in retainage. 5.03 Owner will pay the remainder of the Contract Price as recommended by OAR in accordance with Paragraph 17.16 of the General Conditions upon Final Completion and acceptance of the Work. ARTICLE 6 — INTEREST ON OVERDUE PAYMENTS AND RETAINAGE 6.01 The Owner is not obligated to pay interest on overdue payments except as required by Texas Government Code Chapter 2251. Invoices must comply with Article 17 of the General Conditions. 6.02 Except as specified in Article 5, the Owner is not obligated to pay interest on moneys not paid except as provided in Texas Government Code Chapter 2252. ARTICLE 7 — CONTRACTOR'S REPRESENTATIONS 7.01 The Contractor makes the following representations: A. The Contractor has examined and carefully studied the Contract Documents and the other related data identified in the Bidding Documents. B. The Contractor has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. Agreement #25069 — City of Corpus Christi Detention Center 005223-3 Rev 12/2021 C. The Contractor is familiar with Laws and Regulations that may affect cost, progress, and performance of the Work. D. The Contractor has carefully studied the following Site -related reports and drawings as identified in the Supplementary Conditions: 1. Geotechnical Data Reports regarding subsurface conditions at or adjacent to the Site; 2. Drawings of physical conditions relating to existing surface or subsurface structures at the Site; 3. Underground Facilities referenced in reports and drawings; 4. Reports and drawings relating to Hazardous Environmental Conditions, if any, at or adjacent to the Site; and 5. Technical Data related to each of these reports and drawings. E. The Contractor has considered the: 1. Information known to Contractor; 2. Information commonly known to contractors doing business in the locality of the Site; 3. Information and observations obtained from visits to the Site; and 4. The Contract Documents. F. The Contractor has considered the items identified in Paragraphs 7.01.D and 7.01.E with respect to the effect of such information, observations, and documents on: 1. The cost, progress, and performance of the Work; 2. The means, methods, techniques, sequences, and procedures of construction to be employed by Contractor; and 3. Contractor's safety precautions and programs. G. Based on the information and observations referred to in the preceding paragraphs, Contractor agrees that no further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. H. The Contractor is aware of the general nature of Work to be performed by Owner and others at the Site that relates to the Work as indicated in the Contract Documents. I. The Contractor has correlated the information known to the Contractor, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents. J. The Contractor has given the OAR written notice of all conflicts, errors, ambiguities, or discrepancies that the Contractor has discovered in the Contract Documents, and the written resolution provided by the OAR is acceptable to the Contractor. K. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. Agreement #25069 — City of Corpus Christi Detention Center 005223-4 Rev 12/2021 L. Contractor's entry into this Contract constitutes an incontrovertible representation by Contractor that without exception all prices in the Agreement are premised upon performing and furnishing the Work required by the Contract Documents. M. CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE OWNER'S INDEMNITEES IN ACCORDANCE WITH PARAGRAPH 7.14 OF THE GENERAL CONDITIONS AND THE SUPPLEMENTARY CONDITIONS. ARTICLE 8 — ACCOUNTING RECORDS 8.01 Accounting Record Availability: The Contractor shall keep such full and detailed accounts of materials incorporated and labor and equipment utilized for the Work consistent with the requirements of Paragraph 15.01 of the General Conditions and as may be necessary for proper financial management under this Agreement. Subject to prior written notice, the Owner shall be afforded reasonable access during normal business hours to all of the Contractor's records, books, correspondence, instructions, drawings, receipts, vouchers, memoranda, and similar data relating to the Cost of the Work and the Contractor's fee. The Contractor shall preserve all such documents for a period of 3 years after the final payment by the Owner. ARTICLE 9 — CONTRACT DOCUMENTS 9.01 Contents: A. The Contract Documents consist of the following: 1. Solicitation documents. 2. Specifications, forms, and documents listed in SECTION 00 01 00 TABLE OF CONTENTS. 3. Drawings listed in the Sheet Index. 4. Addenda. 5. Exhibits to this Agreement: a. Contractor's Bid Form. 6. Documentation required by the Contract Documents and submitted by Contractor prior to Notice of Award. B. There are no Contract Documents other than those listed above in this Article. C. The Contract Documents may only be amended, modified, or supplemented as provided in Article 11 of the General Conditions. ARTICLE 10 — CONTRACT DOCUMENT SIGNATURES (SIGNATURE PAGE FOLLOWS) ATTEST CITY OF CORPUS CHRISTI Agreement #25069 — City of Corpus Christi Detention Center 005223-5 Rev 12/2021 Rebecca Huerta City Secretary Jeffrey Edmonds, P.E Director of Engineering Services APPROVED AS TO LEGAL FORM: BY COUNCIL Assistant City Attorney AUTHORIZED ATTEST (IF CORPORATION) CONTRACTOR (Seal Below) By: Note: Attach copy of authorization to sign if person signing for CONTRACTOR is not President, Vice President, Chief Executive Officer, or Chief Financial Officer Title: Address City State Zip Phone Fax EMail END OF SECTION Agreement #25069 — City of Corpus Christi Detention Center 005223-6 Rev 12/2021 00 72 00 GENERAL CONDITIONS Table of Contents Page Article 1— Definitions and Terminology 10 1.01 Defined Terms 10 1.02 Terminology 15 Article 2 — Preliminary Matters 16 2.01 Delivery of Bonds and Evidence of Insurance 16 2.02 Copies of Documents 16 2.03 Project Management System 16 2.04 Before Starting Construction 17 2.05 Preconstruction Conference; Designation of Authorized Representatives 17 Article 3 — Contract Documents: Intent, Requirements, Reuse 17 3.01 Intent 17 3.02 Reference Standards 18 3.03 Reporting and Resolving Discrepancies 19 3.04 Interpretation of the Contract Documents 20 3.05 Reuse of Documents 20 Article 4 — Commencement and Progress of the Work 20 4.01 Commencement of Contract Times; Notice to Proceed 20 4.02 Starting the Work 20 4.03 Progress Schedule 21 4.04 Delays in Contractor's Progress 21 Article 5 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions 22 5.01 Availability of Lands 22 5.02 Use of Site and Other Areas 22 5.03 Subsurface and Physical Conditions 23 5.04 Differing Subsurface or Physical Conditions 24 5.05 Underground Facilities 25 5.06 Hazardous Environmental Conditions at Site 26 Article 6 — Bonds and Insurance 28 6.01 Performance, Payment, and Other Bonds 28 General Conditions Corpus Christi Standards 007200-1 Rev 6/2021 6.02 Licensed Sureties 29 6.03 Required Minimum Insurance Coverage 29 6.04 General Insurance Provisions 29 6.05 Contractor's Insurance 30 6.06 Property Insurance 33 6.07 Waiver of Rights 34 6.08 Owner's Insurance for Project 34 6.09 Acceptable Evidence of Insurance 35 6.10 Certificate of Insurance 35 6.11 Insurance Policies 35 6.12 Continuing Evidence of Coverage 35 6.13 Notices Regarding Insurance 35 6.14 Texas Workers' Compensation Insurance Required Notice 36 Article 7 - Contractor's Responsibilities 38 7.01 Supervision and Superintendence 38 7.02 Labor; Working Hours 38 7.03 Services, Materials, and Equipment 39 7.04 Concerning Subcontractors, Suppliers, and Others 39 7.05 Patent Fees and Royalties 40 7.06 Permits 41 7.07 Taxes 41 7.08 Laws and Regulations 41 7.09 Safety and Protection 42 7.10 Safety Representative 43 7.11 Hazard Communication Programs 43 7.12 Emergencies 43 7.13 Contractor's General Warranty and Guarantee 43 7.14 INDEMNIFICATION 44 7.15 Delegation of Professional Design Services 45 Article 8 - Other Work at the Site 46 8.01 Other Work 46 8.02 Coordination 47 8.03 Legal Relationships 47 General Conditions Corpus Christi Standards 007200-2 Rev 6/2021 Article 9 — Owner's and OPT's Responsibilities 48 9.01 Communications to Contractor 48 9.02 Replacement of Owner's Project Team Members 48 9.03 Furnish Data 48 9.04 Pay When Due 48 9.05 Lands and Easements; Reports and Tests 48 9.06 Insurance 48 9.07 Modifications 48 9.08 Inspections, Tests, and Approvals 48 9.09 Limitations on OPT's Responsibilities 48 9.10 Undisclosed Hazardous Environmental Condition 49 9.11 Compliance with Safety Program 49 Article 10 — OAR's and Designer's Status During Construction 49 10.01 Owner's Representative 49 10.02 Visits to Site 49 10.03 Resident Project Representatives 49 10.04 Rejecting Defective Work 49 10.05 Shop Drawings, Modifications and Payments 50 10.06 Decisions on Requirements of Contract Documents and Acceptability of Work 50 10.07 Limitations on OAR's and Designer's Authority and Responsibilities 50 Article 11— Amending the Contract Documents; Changes in the Work 50 11.01 Amending and Supplementing the Contract Documents 50 11.02 Owner -Authorized Changes in the Work 51 11.03 Unauthorized Changes in the Work 51 11.04 Change of Contract Price 52 11.05 Change of Contract Times 52 11.06 Change Proposals 52 11.07 Execution of Change Orders 53 11.08 Notice to Surety 54 Article 12 — Change Management 54 12.01 Requests for Change Proposal 54 12.02 Change Proposals 54 12.03 Designer Will Evaluate Request for Modification 55 General Conditions Corpus Christi Standards 007200-3 Rev 6/2021 12.04 Substitutions 55 Article 13 — Claims 56 13.01 Claims 56 13.02 Claims Process 57 Article 14 — Prevailing Wage Rate Requirements 58 14.01 Payment of Prevailing Wage Rates 58 14.02 Records 58 14.03 Liability; Penalty; Criminal Offense 59 14.04 Prevailing Wage Rates 59 Article 15 — Cost of the Work; Allowances; Unit Price Work 59 15.01 Cost of the Work 59 15.02 Allowances 63 15.03 Unit Price Work 63 15.04 Contingencies 64 Article 16—Tests and Inspections; Correction, Removal, or Acceptance of Defective Work 65 16.01 Access to Work 65 16.02 Tests, Inspections and Approvals 65 16.03 Defective Work 65 16.04 Acceptance of Defective Work 66 16.05 Uncovering Work 66 16.06 Owner May Stop the Work 67 16.07 Owner May Correct Defective Work 67 Article 17 — Payments to Contractor; Set -Offs; Completion; Correction Period 67 17.01 Progress Payments 67 17.02 Application for Payment 69 17.03 Schedule of Values 71 17.04 Schedule of Anticipated Payments and Earned Value 72 17.05 Basis for Payments 73 17.06 Payment for Stored Materials and Equipment 73 17.07 Retainage and Set -Offs 74 17.08 Procedures for Submitting an Application for Payment 74 17.09 Responsibility of Owner's Authorized Representative 75 17.10 Contractor's Warranty of Title 76 General Conditions Corpus Christi Standards 007200-4 Rev 6/2021 17.11 Substantial Completion 76 17.12 Partial Utilization 77 17.13 Final Inspection 77 17.14 Final Application for Payment 77 17.15 Final Payment 78 17.16 Waiver of Claims 78 17.17 Correction Period 78 Article 18 - Suspension of Work and Termination 79 18.01 Owner May Suspend Work 79 18.02 Owner May Terminate for Cause 79 18.03 Owner May Terminate For Convenience 80 Article 19 - Project Management 81 19.01 Work Included 81 19.02 Quality Assurance 81 19.03 Document Submittal 81 19.04 Required Permits 81 19.05 Safety Requirements 82 19.06 Access to the Site 82 19.07 Contractor's Use of Site 82 19.08 Protection of Existing Structures and Utilities 83 19.09 Pre -Construction Exploratory Excavations 83 19.10 Disruption of Services/Continued Operations 84 19.11 Field Measurements 84 19.12 Reference Data and Control Points 84 19.13 Delivery and Storage 85 19.14 Cleaning During Construction 86 19.15 Maintenance of Roads, Driveways, and Access 86 19.16 Area Access and Traffic Control 87 19.17 Overhead Electrical Wires 87 19.18 Blasting 87 19.19 Archeological Requirements 87 19.20 Endangered Species Resources 88 19.21 Cooperation with Public Agencies 88 General Conditions Corpus Christi Standards 007200-5 Rev 6/2021 Article 20 — Project Coordination 88 20.01 Work Included 88 20.02 Document Submittal 88 20.03 Communication During Project 89 20.04 Project Meetings 89 20.05 Requests for Information 91 20.06 Decision and Action Item Log 91 20.07 Notification By Contractor 92 20.08 Record Documents 92 Article 21— Quality Management 94 21.01 Contractor's Responsibilities 94 21.02 Quality Management Activities by OPT 95 21.03 Contractor's Use of OPT's Test Reports 96 21.04 Documentation 96 21.05 Standards 97 21.06 Delivery and Storage 97 21.07 Verification Testing for Corrected Defects 97 21.08 Test Reports 97 21.09 Defective Work 98 21.10 Limitation of Authority of Testing Laboratory 98 21.11 Quality Control Plan 98 21.12 Implement Contractor's Quality Control Plan 100 Article 22 — Final Resolution of Disputes 101 22.01 Senior Level Negotiations 101 22.02 Mediation 101 Article 23 — Minority/MBE/DBE Participation Policy 102 23.01 Policy 102 23.02 Definitions 102 23.03 Goals 103 23.04 Compliance 104 Article 24 — Document Management 104 24.01 Work Included 104 24.02 Quality Assurance 104 General Conditions Corpus Christi Standards 007200-6 Rev 6/2021 24.03 Contractor's Responsibilities 104 24.04 Document Submittal 105 24.05 Document Numbering 105 24.06 Document Requirements 106 Article 25 — Shop Drawings 107 25.01 Work Included 107 25.02 Quality Assurance 107 25.03 Contractor's Responsibilities 107 25.04 Shop Drawing Requirements 109 25.05 Special Certifications and Reports 109 25.06 Warranties and Guarantees 110 25.07 Shop Drawing Submittal Procedures 110 25.08 Sample and Mockup Submittal Procedures 112 25.09 Equal Non Specified Products 113 25.10 Requests for Deviation 113 25.11 Designer Responsibilities 114 25.12 Resubmission Requirements 116 Article 26 — Record Data 117 26.01 Work Included 117 26.02 Quality Assurance 117 26.03 Contractor's Responsibilities 117 26.04 Record Data Requirements 118 26.05 Special Certifications and Reports 118 26.06 Warranties and Guarantees 119 26.07 Record Data Submittal Procedures 119 26.08 Designer's Responsibilities 120 Article 27 — Construction Progress Schedule 121 27.01 Requirements 121 27.02 Document Submittal 121 27.03 Schedule Requirements 121 27.04 Schedule Revisions 123 27.05 Float Time 123 Article 28 — Video and Photographic documentation 124 General Conditions Corpus Christi Standards 007200-7 Rev 6/2021 28.01 Work Included 124 28.02 Quality Assurance 124 28.03 Document Submittal 124 28.04 Photographs 125 28.05 Video Recording 125 Article 29 - Execution and Closeout 125 29.01 Substantial Completion 125 29.02 Final Inspections 126 29.03 Reinspection Fees 126 29.04 Closeout Documents Submittal 127 29.05 Transfer of Utilities 127 29.06 Warranties, Bonds and Service Agreements 127 Article 30 - Miscellaneous 128 30.01 Computation of Times 128 30.02 Owner's Right to Audit Contractor's Records 128 30.03 Independent Contractor 129 30.04 Cumulative Remedies 129 30.05 Limitation of Damages 129 30.06 No Waiver 129 30.07 Severability 129 30.08 Survival of Obligations 130 30.09 No Third Party Beneficiaries 130 30.10 Assignment of Contract 130 30.11 No Waiver of Sovereign Immunity 130 30.12 Controlling Law 130 30.13 Conditions Precedent to Right to Sue 130 30.14 Waiver of Trial by Jury 130 30.15 Attorney Fees 130 30.16 Compliance with Laws 131 30.17 Enforcement 131 30.18 Subject to Appropriation 131 30.19 Contract Sum 131 30.20 Contractor's Guarantee as Additional Remedy 131 General Conditions Corpus Christi Standards 007200-8 Rev 6/2021 30.21 Notices. 131 General Conditions Corpus Christi Standards 007200-9 Rev 6/2021 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Terms with initial capital letters, including the term's singular and plural forms, have the meanings indicated in this paragraph wherever used in the Bidding Requirements or Contract Documents. In addition to the terms specifically defined, terms with initial capital letters in the Contract Documents may include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda - Documents issued prior to the receipt of Bids which clarify or modify the Bidding Requirements or the proposed Contract Documents. 2. Agreement - The document executed between Owner and Contractor covering the Work. 3. Alternative Dispute Resolution - The process by which a disputed Claim may be settled as an alternative to litigation, if Owner and Contractor cannot reach an agreement between themselves. 4. Application for Payment - The forms used by Contractor to request payments from Owner and the supporting documentation required by the Contract Documents. 5. Award Date —The date the City Council of the City of Corpus Christi (City) authorizes the City Manager or designee to execute the Contract on behalf of the City. 6. Bid — The documents submitted by a Bidder to establish the proposed Contract Price and Contract Times and provide other information and certifications as required by the Bidding Documents. 7. Bidding Documents — The solicitation documents, the proposed Contract Documents and Addenda. 8. Bidder — An individual or entity that submits a Bid to Owner. 9. Bonds - Performance Bond, Payment Bond, Maintenance Bond, and other Surety instruments executed by Surety. When in singular form, refers to individual instrument. 10. Change Order - A document issued on or after the Effective Date of the Contract, which modifies the Work, Contract Price, Contract Times, or terms and conditions of the Contract. 11. Change Proposal - A document submitted by Contractor in accordance with the requirements of the Contract Documents: a. Requesting an adjustment in Contract Price or Contract Times; b. Contesting an initial decision concerning the requirements of the Contract Documents or the acceptability of Work under the Contract Documents; c. Challenging a set-off against payment due; or d. Seeking a Modification with respect to the terms of the Contract. 12. City Engineer - The Corpus Christi City Engineer and/or designee as identified at the preconstruction conference or in the Notice to Proceed. General Conditions Corpus Christi Standards 007200-10 Rev 6/2021 13. Claim - A demand or assertion by Owner or Contractor submitted in accordance with the requirements of the Contract Documents. A demand for money or services by an entity other than the Owner or Contractor is not a Claim. Claims must be initiated by written notice, signed and sworn to be an authorized corporate officer, verifying the truth and accuracy of the Claim. 14. Constituent of Concern - Asbestos, petroleum, radioactive materials, polychlorinated biphenyls (PCBs), hazardous wastes, and substances, products, wastes, or other materials that are or become listed, regulated, or addressed pursuant to: a. The Comprehensive Environmental Response, Compensation and Liability Act, 42 U.S.C. §§9601 et seq. ("CERCLA"); b. The Hazardous Materials Transportation Act, 49 U.S.C. §§5101 et seq.; c. The Resource Conservation and Recovery Act, 42 U.S.C. §§6901 et seq. ("RCRA"); d. The Toxic Substances Control Act, 15 U.S.C. §§2601 et seq.; e. The Clean Water Act, 33 U.S.C. §§1251 et seq.; f. The Clean Air Act, 42 U.S.C. §§7401 et seq.; or g• Any other Laws or Regulations regulating, relating to, or imposing liability or standards of conduct concerning hazardous, toxic, or dangerous waste, substance, or material. 15. Contract - The entire integrated set of documents concerning the Work and describing the relationship between the Owner and Contractor. 16. Contract Amendment - A document issued on or after the Effective Date of the Contract and signed by Owner and Contractor which: a. Authorizes new phases of the Work and establishes the Contract Price, Contract Times, or terms and conditions of the Contract for the new phase of Work; or b. Modifies the terms and conditions of the Contract but does not make changes in the Work. 17. Contract Documents - Those items designated as Contract Documents in the Agreement. 18. Contract Price - The monetary amount stated in the Agreement and as adjusted by Modifications, and increases or decreases in unit price quantities, if any, that Owner has agreed to pay Contractor for completion of the Work in accordance with the Contract Documents. 19. Contract Times - The number of days or the dates by which Contractor must: a. Achieve specified Milestones; b. Achieve Substantial Completion; and c. Complete the Work. 20. Contractor - The individual or entity with which Owner has contracted for performance of the Work. General Conditions Corpus Christi Standards 007200-11 Rev 6/2021 21. Contractor's Team - Contractor and Subcontractors, Suppliers, individuals, or entities directly or indirectly employed or retained by them to perform part of the Work or anyone for whose acts they may be liable. 22. Cost of the Work - The sum of costs incurred for the proper performance of the Work as allowed by Article 15. 23. Defective - When applied to Work, refers to Work that is unsatisfactory, faulty, or deficient in that it: a. Does not conform to the Contract Documents; b. Does not meet the requirements of applicable inspections, reference standards, tests, or approvals referred to in the Contract Documents; or c. Has been damaged or stolen prior to OAR's recommendation of final payment unless responsibility for the protection of the Work has been assumed by Owner at Substantial Completion 24. Designer - The individuals or entity named as Designer in the Agreement and the subconsultants, individuals, or entities directly or indirectly employed or retained by Designer to provide design or other technical services to the Owner. Designer has responsibility for engineering or architectural design and technical issues related to the Contract Documents. Designers are Licensed Professional Engineers, Registered Architects or Registered Landscape Architects qualified to practice their profession in the State of Texas. 25. Drawings - The part of the Contract that graphically shows the scope, extent, and character of the Work. Shop Drawings and other Contractor documents are not Drawings. 26. Effective Date of the Contract - The date indicated in the Agreement on which the City Manager or designee has signed the Contract. 27. Field Order - A document issued by OAR or Designer requiring changes in the Work that do not change the Contract Price or the Contract Times. 28. Hazardous Environmental Condition - The presence of Constituents of Concern at the Site in quantities or circumstances that may present a danger to persons or property exposed to Constituents of Concern. The presence of Constituents of Concern at the Site necessary for the execution of the Work or to be incorporated in the Work is not a Hazardous Environmental Condition provided these Constituents of Concern are controlled and contained pursuant to industry practices, Laws and Regulations, and the requirements of the Contract. 29. Indemnified Costs - All costs, losses, damages, and legal or other dispute resolution costs resulting from claims or demands against Owner. These costs include fees for engineers, architects, attorneys, and other professionals. 30. Laws and Regulations; Laws or Regulations - Applicable laws, statutes, rules, regulations, ordinances, codes, and orders of governmental bodies, agencies, authorities, and courts having jurisdiction over the Project. 31. Liens - Charges, security interests, or encumbrances upon Contract related funds, real property, or personal property. General Conditions Corpus Christi Standards 007200-12 Rev 6/2021 32. Milestone - A principal event in the performance of the Work that Contractor is required by Contract to complete by a specified date or within a specified period of time. 33. Modification - Change made to the Contract Documents by one of the following methods: a. Contract Amendment; b. Change Order; c. Field Order; or d. Work Change Directive. 34. Notice of Award - The notice of Owner's intent to enter into a contract with the Selected Bidder. 35. Notice to Proceed - A notice to Contractor of the Contract Times and the date Work is to begin. 36. Owner - The City of Corpus Christi (City), a Texas home -rule municipal corporation and political subdivision organized under the laws of the State of Texas, acting by and through its duly authorized City Manager and designee, the City Engineer (the Director of Engineering Services), and the City's officers, employees, agents, or representatives, authorized to administer design and construction of the Project. 37. Owner's Authorized Representative or OAR - The individual or entity named as OAR in the Agreement and the consultants, subconsultants, individuals, or entities directly or indirectly employed or retained by them to provide construction management services to the Owner. The OAR may be an employee of the Owner. 38. Owner's Project Team or OPT - The Owner, Owner's Authorized Representative, Resident Project Representative, Designer, and the consultants, subconsultants, individuals or entities directly or indirectly employed or retained by them to provide services to the Owner. 39. Partial Occupancy or Use - Use by Owner of a substantially completed part of the Work for the purpose for which it is intended (or a related purpose) prior to Substantial Completion of all the Work. 40. Progress Schedule - A schedule prepared and maintained by Contractor, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Times. The Progress Schedule must be a Critical Path Method (CPM) Schedule. 41. Project - The total undertaking to be accomplished for Owner under the Contract Documents. 42. Project Manual — That portion of the Contract Documents that may include the following: introductory information, solicitation requirements and responses, proposal, Contract forms and General and Supplementary Conditions, General Requirements, Specification, Drawings, Project Safety Manual and Addenda. 43. Resident Project Representative or RPR - The authorized representative of OPT assigned to assist OAR at the Site. As used herein, the term Resident Project Representative includes assistants and field staff of the OAR. General Conditions Corpus Christi Standards 007200-13 Rev 6/2021 44. Samples - Physical examples of materials, equipment, or workmanship representing some portion of the Work that are used to establish the standards for that portion of the Work. 45. Schedule of Documents - A schedule of required documents, prepared and maintained by Contractor. 46. Schedule of Values - A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for Contractor's Applications for Payment. 47. Shop Drawings - All drawings, diagrams, illustrations, schedules, and other data or information that are specifically prepared or assembled and submitted by Contractor to illustrate some portion of the Work. Shop Drawings, whether approved or not, are not Drawings and are not Contract Documents. 48. Site - Lands or areas indicated in the Contract Documents as being furnished by Owner upon which the Work is to be performed. The Site includes rights -of -way, easements, and other lands furnished by Owner which are designated for use by the Contractor. 49. Specifications - The part of the Contract that describes the requirements for materials, equipment, systems, standards, and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable to the Work. 50. Subcontractor - An individual or entity having a direct contract with Contractor or with other Subcontractors or Suppliers for the performance of a part of the Work. 51. Substantial Completion - The point where the Work or a specified part of the Work is sufficiently complete to be used for its intended purpose in accordance with the Contract Documents. 52. Supplementary Conditions - The part of the Contract that amends or supplements the General Conditions. 53. Supplier - A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with Subcontractors or other Suppliers to furnish materials or equipment to be incorporated in the Work. 54. Technical Data -Those items expressly identified as Technical Data in the Supplementary Conditions with respect to either: a. Subsurface conditions at the Site; b. Physical conditions relating to existing surface or subsurface structures at the Site, except Underground Facilities; or c. Hazardous Environmental Conditions at the Site. 55. Underground Facilities - All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, other similar facilities or appurtenances, and encasements containing these facilities which are used to convey electricity, gases, steam, liquid petroleum products, telephone or other communications, fiber optic transmissions, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 56. Unit Price Work - Work to be paid for on the basis of unit prices. General Conditions Corpus Christi Standards 007200-14 Rev 6/2021 57. Work - The construction of the Project or its component parts as required by the Contract Documents. 58. Work Change Directive - A directive issued to Contractor on or after the Effective Date of the Contract ordering an addition, deletion, or revision in the Work. The Work Change Directive serves as a memorandum of understanding regarding the directive until a Change Order can be issued. 1.02 Terminology A. The words and terms discussed in this Paragraph 1.02 are not defined, but when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. It is understood that the cost for performing Work is included in the Contract Price and no additional compensation is to be paid by Owner unless specifically stated otherwise in the Contract Documents. Expressions including or similar to "at no additional cost to Owner," "at Contractor's expense," or similar words mean that the Contractor is to perform or provide specified operation of Work without an increase in the Contract Price. C. The terms "day" or "calendar day" mean a calendar day of 24 hours measured from midnight to the next midnight. D. The meaning and intent of certain terms or adjectives are described as follows: 1. The terms "as allowed," "as approved," "as ordered," "as directed," or similar terms in the Contract Documents indicate an exercise of professional judgment by the OPT. 2. Adjectives including or similar to "reasonable," "suitable," "acceptable," "proper," "satisfactory," or similar adjectives are used to describe a determination of OPT regarding the Work. 3. Any exercise of professional judgment by the OPT will be made solely to evaluate the Work for general compliance with the Contract Documents unless there is a specific statement in the Contract Documents indicating otherwise. 4. The use of these or similar terms or adjectives does not assign a duty or give OPT authority to supervise or direct the performance of the Work, or assign a duty or give authority to the OPT to undertake responsibilities contrary to the provisions of Articles 9 or 10 or other provisions of the Contract Documents. E. The use of the words "furnish," "install," "perform," and "provide" have the following meanings when used in connection with services, materials, or equipment: 1. Furnish means to supply and deliver the specified services, materials, or equipment to the Site or other specified location ready for use or installation. 2. Install means to complete construction or assembly of the specified services, materials, or equipment so they are ready for their intended use. 3. Perform or provide means to furnish and install specified services, materials, or equipment, complete and ready for their intended use. 4. Perform or provide the specified services, materials, or equipment complete and ready for intended use if the Contract Documents require specific services, materials, or General Conditions Corpus Christi Standards 007200-15 Rev 6/2021 equipment, but do not expressly use the words "furnish," "install," "perform," or "provide." F. Contract Documents are written in modified brief style: 1. Requirements apply to all Work of the same kind, class, and type even though the word "all" is not stated. 2. Simple imperative sentence structure is used which places a verb as the first word in the sentence. It is understood that the words "furnish," "install," "perform," "provide," or similar words include the meaning of the phrase "The Contractor shall..." before these words. 3. Unless specifically stated that action is to be taken by the OPT or others, it is understood that the action described is a requirement of the Contractor. G. Words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with this recognized meaning unless stated otherwise in the Contract Documents. H. Written documents are required where reference is made to notices, reports, approvals, consents, documents, statements, instructions, opinions or other types of communications required by the Contract Documents. Approval and consent documents must be received by Contractor prior to the action or decision for which approval or consent is given. These may be made in printed or electronic format through the OPT's project management information system or other electronic media as required by the Contract Documents or approved by the OAR. I. Giving notice as required by the Contract Documents may be by printed or electronic media using a method that requires acknowledgment of the receipt of that notice. ARTICLE 2 — PRELIMINARY MATTERS 2.01 Delivery of Bonds and Evidence of Insurance A. Provide required Bonds with the executed Agreement. B. Provide evidence of insurance required by the Contract Documents with the executed Agreement. 2.02 Copies of Documents A. OPT is to furnish one fully executed Agreement (either electronic or printed) and one copy of the executed Contract Documents in electronic portable document format (PDF). This document is the Project Record Copy of the Contract Documents. 2.03 Project Management System A. Owner shall administer its design and construction management through an internet-based project management system known as e-Builder. B. Contractor shall conduct all communication through and perform all project -related functions utilizing this project management system. This includes all correspondence, General Conditions Corpus Christi Standards 007200-16 Rev 6/2021 submittals, requests for information, payment requests and processing, contract amendments, change orders, delivery orders and other administrative activities. C. Owner shall administer the software and provide training to Contractor's Team. 2.04 Before Starting Construction A. Provide the following preliminary documents in accordance with the Contract Documents within 10 days after the Effective Date of the Contract: 1. Progress Schedule, which must be a Critical Path Method (CPM) Schedule; 2. Schedule of Documents; and 3. Schedule of Values and projected cash flow information. 2.05 Preconstruction Conference; Designation of Authorized Representatives A. Attend the preconstruction conference as required by the Contract Documents. B. Designate the specific individuals authorized to act as representatives of the Contractor. These individuals must have the authority to transmit and receive information, render decisions relative to the Contract, and otherwise act on behalf of the Contractor. C. Owner is to designate the specific individuals authorized to act as representatives of the Owner and the limits of their authority with regard to acting on behalf of the Owner. ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, REQUIREMENTS, REUSE 3.01 Intent A. Requirements of components of the Contract Documents are as binding as if required by all Contract Documents. It is the intent of the Contract Documents to describe a functionally complete Project. The Contract Documents do not indicate or describe all of the Work required to complete the Project. Additional details required for the correct installation of selected products are to be provided by the Contractor and coordinated with the OPT. 1. The Contract requirements described in the General Conditions and Supplementary Conditions apply to Work regardless of where it is described in the Contract Documents, unless specifically noted otherwise. 2. In offering a Bid for this Project and in entering into this Contract, Contractor represents: a. Contractor has studied the Contract Documents, the Work, the Site, local conditions, Laws and Regulations, and other conditions that may affect the Work; b. Contractor has studied the Technical Data and other information referred to in the Contract Documents and has or will make additional surveys and investigations as deemed necessary for the performance of the Work; c. Contractor has correlated these studies and observations with the requirements of the Contract Documents; and d. Contractor has taken all of this information into consideration in developing the Contract Price offered and that the Contract Price offered provides full compensation for providing the Work in accordance with the Contract Documents. General Conditions Corpus Christi Standards 007200-17 Rev 6/2021 3. Organization of the Contract Documents is not intended to control or lessen the responsibility of the Contractor when dividing Work among Subcontractors or Suppliers, or to establish the extent of Work to be performed by trades, Subcontractors, or Suppliers. Specifications or details do not need to be indicated or specified in each Specification or Drawing. Items shown in the Contract Documents are applicable regardless of their location in the Contract Documents. 4. Standard paragraph titles and other identifications of subject matter in the Specifications are intended to aid in locating and recognizing various requirements of the Specifications. Titles do not define, limit, or otherwise restrict Specification text. 5. Provide the labor, documentation, services, materials, or equipment that may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result, whether specifically called for in the Contract Documents or not. Include these related costs in the offered Contract Price. B. Provide equipment that is functionally complete as described in the Contract Documents. The Drawings and Specifications do not indicate or describe all of the Work required to complete the installation of products purchased by the Owner or Contractor. Additional details required for the correct installation of selected products are to be provided by the Contractor and coordinated with the Designer through the OAR. C. Comply with the most stringent requirements where compliance with two or more standards is specified and they establish different or conflicting requirements for the Work, unless the Contract Documents indicate otherwise. D. Provide materials and equipment comparable in quality to similar materials and equipment incorporated in the Project or as required to meet the minimum requirements of the application if the materials and equipment are shown in the Drawings but are not included in the Specifications. E. The Project Record Copy of the Contract Documents governs if there is a discrepancy between the Project Record Copy of the Contract Documents and subsequent electronic or digital versions of the Contract Documents, including printed copies derived from these electronic or digital versions. F. The Contract supersedes all prior written or oral negotiations, representations, and agreements. The Contract Documents comprise the entire Agreement between Owner and Contractor. The Contract Documents may be modified only by a Modification. G. Request clarification from OAR for a decision before proceeding if Contractor is not clear on the meaning of the Contract Documents. OAR is to issue clarifications and interpretations of the Contract Documents in accordance with the Contract Documents. 3.02 Reference Standards A. Standard Specifications, Codes, Laws and Regulations: 1. Reference in the Contract Documents to standard specifications, manuals, reference standards, or codes of technical societies, organizations, or associations, or to Laws or Regulations, whether specific or implied, are those in effect at the time Contractor's Bid is submitted or when Contractor negotiates the Contract Price unless specifically stated otherwise in the Contract Documents. General Conditions Corpus Christi Standards 007200-18 Rev 6/2021 2. No provision of referenced standard specifications, manuals, reference standards, codes, or instructions of a Supplier changes the duties or responsibilities of OPT or Contractor from those described in the Contract Documents or assigns a duty to or gives authority to the OPT to supervise or direct the performance of the Work or undertake responsibilities inconsistent with the Contract Documents. 3. The provisions of the Contract Documents take precedence over standard specifications, manuals, reference standards, codes, or instructions of a Supplier unless specifically stated otherwise in the Contract Documents. B. Comply with applicable construction industry standards, whether referenced or not. 1. Standards referenced in the Contract Documents govern over standards not referenced but recognized as applicable in the construction industry. 2. Comply with the requirements of the Contract Documents if they produce a higher quality of Work than the applicable construction industry standards. 3. Designer determines whether a code or standard is applicable, which of several are applicable, or if the Contract Documents produce a higher quality of Work. C. Make copies of reference standards available if requested by OAR. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Carefully study the Drawings and verify pertinent figures and dimensions with respect to actual field measurements before undertaking the Work. Immediately report conflicts, errors, ambiguities, or discrepancies that Contractor discovers or has actual knowledge of to the OAR. Do not proceed with affected Work until the conflict, error, ambiguity, or discrepancy is resolved by a clarification or interpretation from the OAR or by a Modification to the Contract Documents issued pursuant to Paragraph 11.01. 2. The exactness of existing grades, elevations, dimensions or locations given on any Drawings issued by Designer, or the work installed by other contractors, is not guaranteed by Owner. Contractor shall, therefore, satisfy itself as to the accuracy of all grades, elevations, dimensions and locations. Any errors due to Contractor's failure to verify at the site all such grades, elevations, dimensions or locations relating to such existing or other work shall be rectified by Contractor without any additional cost to Owner. 3. Immediately notify the OAR of conflicts, errors, ambiguities, or discrepancies in the Contract Documents or discrepancies between the Contract Documents and: a. Applicable Laws or Regulations; b. Actual field conditions; c. Standard specifications, manuals, reference standards, or codes; or d. Instructions of Suppliers. 4. Do not proceed with affected Work until the conflict, error, ambiguity, or discrepancy is resolved by a clarification or interpretation from the OAR or by a Modification to the General Conditions Corpus Christi Standards 007200-19 Rev 6/2021 Contract Documents issued pursuant to Paragraph 11.01, except in an emergency as required by Paragraph 7.12. 5. Contractor is liable to the OPT for failure to report conflicts, errors, ambiguities, or discrepancies in the Contract Documents of which Contractor has actual knowledge. 6. Contractor is deemed to have included the most expensive item, system, procedure, etc. in the Contract Price if a conflict, error, ambiguity, or discrepancy in components of the Contract Documents was known, but not reported prior to submitting the Bid or when Contractor negotiates the Contract Price. 3.04 Interpretation of the Contract Documents A. Submit questions concerning the non -technical or contractual / administrative requirements of the Contract Documents to the OAR immediately after those questions arise. OAR is to provide an interpretation of the Contract Documents regarding these questions and will coordinate the response of the OPT to Contractor. B. Submit questions regarding the design of the Project described in the Contract Documents to the OAR immediately after those questions arise. OAR is to request an interpretation of the Contract Documents from the Designer. Designer is to respond to these questions by providing an interpretation of the Contract Documents. OAR will coordinate the response of the OPT to Contractor. C. OPT may initiate a Modification to the Contract Documents through the OAR if a response to the question indicates that a change in the Contract Documents is required. Contractor may appeal Designer's or OAR's interpretation by submitting a Change Proposal. 3.05 Reuse of Documents A. Contractor's Team has no rights to the Contract Documents and may not use the Contract Documents, or copies or electronic media editions of the Contract Documents, other than for the construction of this Project. This provision survives final payment or termination of the Contract. B. Contractor is allowed to retain a copy of the Contract Documents for record purposes, unless specifically prohibited by the Owner for security reasons. Surrender paper and digital copies of the Contract Documents and other related documents and remove these documents from computer equipment or storage devices as a condition of final payment if the Owner so directs. ARTICLE 4 — COMMENCEMENT AND PROGRESS OF THE WORK 4.01 Commencement of Contract Times; Notice to Proceed A. The Contract Times commence to run on the date indicated in the Notice to Proceed. 4.02 Starting the Work A. Begin performing the Work on the date indicated in the Notice to Proceed. Do not begin Work prior to having the insurance required in Article 6 in force or before the date indicated in the Notice to Proceed. General Conditions Corpus Christi Standards 007200-20 Rev 6/2021 4.03 Progress Schedule A. Construct the Work in accordance with the Progress Schedule established in accordance with the Contract Documents. 1. Adjust the Progress Schedule as required to accurately reflect actual progress on the Work. 2. Submit proposed adjustments in the Progress Schedule that change the Contract Times in accordance with the requirements of Article 11. B. Continue performing Work and adhere to the Progress Schedule during disputes or disagreements with Owner. Do not delay or postpone Work pending resolution of disputes or disagreements, or during an appeal process. 4.04 Delays in Contractor's Progress A. No Damages for Delay: Contractor shall receive no compensation for delays or hindrances to the Work, except in the case of direct interference with means and methods by the Owner. In no event shall the Contractor be entitled to any compensation or recovery of any special damages in connection with any delays, including without limitation: consequential damages, lost opportunity costs, impact damages, or other similar damages. Owner's exercise of any of its rights or remedies under the Contract Documents (including without limitation ordering changes in the Work, or directing suspension, rescheduling, or correction of the Work), regardless of the extent or frequency of Owner's exercise of such rights or remedies, shall not be construed as active interference in the Contractor's performance of the Work. An extension of Contract Time, to the extent permitted, shall be the sole remedy of the Contractor for any acknowledged delays. Contractor agrees that the extension of time provides an equitable adjustment. B. Contractor is not entitled to an adjustment in Contract Price or Contract Times for delays, disruptions, or interference caused by or within the control of Contractor's Team. C. No time extensions are allowed for weather conditions, other than those listed in Paragraph 4.04.D, for Projects using calendar days or a fixed date to establish the Contract Time. Contractor is to include the cost associated with weather related delays in the Contract Price and assumes the risks associated with delays related to weather conditions. D. Contractor is entitled to an equitable adjustment in the Contract Times if Contractor's performance or progress is delayed, disrupted or interfered with by unanticipated causes not the fault of and beyond the control of OPT or Contractor. These adjustments in Contract Times are the Contractor's sole and exclusive remedy for the delays, disruption, and interference described in this paragraph. These unanticipated causes may include: 1. Severe and unavoidable natural catastrophes e.g. fires, floods, hurricanes, epidemics, and earthquakes; 2. Acts or failures to act of utility owners performing other work at or adjacent to the Site; 3. Acts of war or terrorism; and 4. Rain days in excess of the number specified in a calendar year. General Conditions Corpus Christi Standards 007200-21 Rev 6/2021 E. Delays, disruption, and interference to the performance or progress of the Work resulting from the following are governed by Article 5: 1. The existence of a differing subsurface or physical condition; 2. An Underground Facility not shown or not indicated with reasonable accuracy by the Contract Documents; and 3. Hazardous Environmental Conditions. F. Article 8 governs delays, disruption, and interference to the performance or progress of the Work resulting from the performance of certain other work at or adjacent to the Site. G. Notify the OAR immediately of a potential delaying, disrupting, or interfering event. Submit a Change Proposal seeking an adjustment in Contract Price or Contract Times within 30 days of the commencement of the delaying, disrupting, or interfering event. Claims for adjustment to the Contract Price or Contract Times that do not comply with Article 13 are waived. H. Contractor is only entitled to an adjustment of the Contract Times for specific delays, disruptions, and interference to the performance or progress of the Work that can be demonstrated to directly impact the ability of the Contractor to complete the Work within the Contract Times. No adjustments in Contract Times are allowed for delays on components of the Work which were or could have been completed without impacting the Contract Times. I. Contractor is not entitled to an adjustment in Contract Price or Contract Times for delay, disruption, or interference caused by or within the control of the Owner if this delay is concurrent with a delay, disruption, or interference attributable to or within the control of the Contractor's Team. ARTICLE 5 —AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS 5.01 Availability of Lands A. Owner is to furnish the Site and inform the Contractor of encumbrances or restrictions known to Owner related to use of the Site with which Contractor must comply in performing the Work. B. Provide for additional lands and access Contractor requires for temporary construction facilities or storage of materials and equipment, other than those identified in the Contract Documents. Provide documentation of authority to use these additional lands to OAR before using them. 5.02 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Confine construction equipment, temporary construction facilities, the storage of materials and equipment, and the operations of workers to the Site, adjacent areas that Owner or Contractor has arranged to use through construction easements or agreements, and other adjacent areas as permitted by Laws and Regulations. Assume General Conditions Corpus Christi Standards 007200-22 Rev 6/2021 full responsibility for damage or injuries which result from the performance of the Work or from other actions or conduct of the Contractor's Team, including: a. Damage to the Site; b. Damage to adjacent areas used for Contractor's Team's operations; c. Damage to other adjacent land or areas; and d. Injuries and losses sustained by the owners or occupants of these lands or areas. 2. Take the following action if a damage or injury claim is made by the owner or occupant of adjacent land or area because of the performance of the Work, or because of other actions or conduct of the Contractor's Team: a. Take immediate corrective or remedial action as required by Paragraph 7.09; and b. Attempt to settle the claim through negotiations with the owner or occupant, or otherwise resolve the claim by mediation or other dispute resolution proceeding or at law. 5.03 Subsurface and Physical Conditions A. The Supplementary Conditions identify: 1. Those reports known to OPT of explorations and tests of subsurface conditions at or adjacent to the Site; 2. Those drawings known to OPT of physical conditions related to existing surface or subsurface structures at the Site, except Underground Facilities; and 3. Technical Data contained in these reports and drawings. B. Data contained in boring logs, recorded measurements of subsurface water levels, and the results of tests performed on materials described in geotechnical data reports specifically prepared for the Project and made available to Contractor are defined as Technical Data, unless Technical Data has been defined more specifically in the Supplementary Conditions. C. Contractor may rely upon the accuracy of the Technical Data contained in these reports and drawings, but these reports and drawings are not Contract Documents. Except for this reliance on Technical Data, Contractor may not rely upon or make claims against Owner with respect to: 1. The completeness of reports and drawings for Contractor's purposes, including aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, or Contractor's safety precautions and programs; 2. Other data, interpretations, opinions, and information contained in these reports or shown or indicated in the drawings; or 3. Contractor's interpretation of or conclusions drawn from Technical Data or other data, interpretations, opinions, or information. General Conditions Corpus Christi Standards 007200-23 Rev 6/2021 5.04 Differing Subsurface or Physical Conditions A. Notify OAR immediately, but in no event later than 3 days, after becoming aware of a subsurface or physical condition that is uncovered or revealed at the Site, and before further disturbing the subsurface or physical conditions or performing any related Work that: 1. Establishes that the Technical Data on which Contractor is entitled to rely as provided in Paragraph 5.03 is materially inaccurate; 2. Requires a change in the Drawings or Specifications; 3. Differs materially from that shown or indicated in the Contract Documents; or 4. Is of an unusual nature and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents. Do not further disturb or perform Work related to this subsurface or physical condition, except in an emergency as required by Paragraph 7.12, until permission to do so is issued by OAR. B. OAR is to notify the OPT after receiving notice of a differing subsurface or physical condition from the Contractor. Designer is to: 1. Promptly review the subsurface or physical condition; 2. Determine the necessity of OPT's obtaining additional exploration or tests with respect to the subsurface or physical condition; 3. Determine if the subsurface or physical condition falls within one or more of the differing Site condition categories in Paragraph 5.04.A; 4. Prepare recommendations to OPT regarding the Contractor's resumption of Work in connection with the subsurface or physical condition in question; 5. Determine the need for changes in the Drawings or Specifications; and 6. Advise OPT of Designer's findings, conclusions, and recommendations. C. OAR is to issue a statement to Contractor regarding the subsurface or physical condition in question and recommend action as appropriate after review of Designer's findings, conclusions, and recommendations. D. Possible Contract Price and Contract Times Adjustments: 1. Contractor is entitled to an equitable adjustment in Contract Price or Contract Times to the extent that a differing subsurface or physical condition causes a change in Contractor's cost or time to perform the Work provided the condition falls within one or more of the categories described in Paragraph 5.04.A. Any adjustment in Contract Price for Work that is paid for on a unit price basis is subject to the provisions of Paragraph 15.03. General Conditions Corpus Christi Standards 007200-24 Rev 6/2021 2. Contractor is not entitled to an adjustment in the Contract Price or Contract Times with respect to a subsurface or physical condition if: a. Contractor knew of the existence of the subsurface or physical condition at the time Contractor made an offer to Owner with respect to Contract Price and Contract Times; b. The existence of the subsurface or physical condition could have been discovered or revealed as a result of examinations, investigations, explorations, tests, or studies of the Site and contiguous areas expressly required by the Bidding Requirements or Contract Documents prior to when Contractor's Bid is submitted or when Contractor negotiates the Contract Price; or c. Contractor failed to give notice as required by Paragraph 5.04.A. 3. Contractor may submit a Change Proposal no later than 30 days after OAR's issuance of the OPT's statement to Contractor regarding the subsurface or physical condition in question. 4. A Change Order is to be issued by the OAR if Owner and Contractor agree that Contractor is entitled to an adjustment in the Contract Price or Contract Times and agree to the amount or extent of adjustments in the Contract Price or Contract Times. 5.05 Underground Facilities A. The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or adjacent to the Site is based on information and data furnished to OPT by the owners of these Underground Facilities or by others. OPT is not responsible for the accuracy or completeness of information or data provided by others that OPT makes available to Contractor. The Contractor is responsible for: 1. Investigating and field -verifying the location of underground facilities before beginning Work; 2. Reviewing and checking available information and data regarding existing Underground Facilities at the Site; 3. Complying with Laws and Regulations related to locating Underground Facilities before beginning Work; 4. Locating Underground Facilities shown or indicated in the Contract Documents; 5. Coordinating the Work with the owners, including Owner, of Underground Facilities during construction; and 6. The safety and protection of existing Underground Facilities at or adjacent to the Site and repairing damage resulting from the Work. B. Notify the OAR and the owner of the Underground Facility immediately, but in no event later than 3 days, if an Underground Facility is uncovered or revealed at the Site that was not shown in the Contract Documents or was not shown with reasonable accuracy in the Contract Documents. Do not further disturb conditions or perform Work affected by this discovery, except in the event of an emergency as required by Paragraph 7.12. General Conditions Corpus Christi Standards 007200-25 Rev 6/2021 C. The Designer is to take the following action after receiving notice from the OAR: 1. Promptly review the Underground Facility and conclude whether the Underground Facility was not shown or indicated in the Contract Documents, or was not shown or indicated with reasonable accuracy; 2. Prepare recommendations to OPT regarding the Contractor's resumption of Work in connection with this Underground Facility; 3. Determine the extent to which a change is required in the Drawings or Specifications to document the consequences of the existence or location of the Underground Facility; and 4. Advise OAR of Designer's findings, conclusions, and recommendations and provide revised Drawings and Specifications if required. D. OAR is to issue a statement to Contractor regarding the Underground Facility in question and recommend action as appropriate after review of Designer's findings, conclusions, and recommendations. E. Contractor is entitled to an equitable adjustment in the Contract Price or Contract Times as provided in Paragraphs 11.04 and 11.05 to the extent that the existing Underground Facility at the Site that was not shown or indicated in the Contract Documents or was not shown or indicated with reasonable accuracy. Any adjustment in Contract Price for Work that is paid for on a unit price basis is subject to the provisions of Paragraph 15.03. F. Contractor is not entitled an adjustment in the Contract Price or Contract Times with respect to an existing Underground Facility at the Site if: 1. Contractor knew of the existence of the existing Underground Facility at the Site at the time Contractor made an offer to Owner with respect to Contract Price and Contract Times; 2. The existence of the existing Underground Facility at the Site could have been discovered or revealed as a result of examinations, investigations, explorations, tests, or studies of the Site and contiguous areas expressly required by the Bidding Requirements or Contract Documents prior to when Contractor's Bid is submitted or when Contractor negotiates the Contract Price; or 3. Contractor failed to give notice as required by Paragraph 5.05.B. G. Contractor may submit a Change Proposal regarding its entitlement to or the amount or extent of adjustments in the Contract Price or Contract Times no later than 30 days after OAR's issuance of OPT's statement to Contractor regarding the Underground Facility. 5.06 Hazardous Environmental Conditions at Site A. The Supplementary Conditions identify: 1. Those reports and drawings known to OPT relating to Hazardous Environmental Conditions that have been identified at or adjacent to the Site; and 2. Technical Data contained in these reports and drawings. B. Contractor may rely upon the accuracy of the Technical Data contained in reports and drawings relating to Hazardous Environmental Conditions identified in the Supplementary General Conditions Corpus Christi Standards 007200-26 Rev 6/2021 Conditions, but these reports and drawings are not Contract Documents. Except for the reliance on expressly identified Technical Data, Contractor may not rely upon or make claims against Owner's Indemnitees with respect to: 1. The completeness of these reports and drawings for Contractor's purposes, including aspects of the means, methods, techniques, sequences and procedures of construction to be employed by Contractor or Contractor's safety precautions and programs related to Hazardous Environmental Conditions; 2. Other data, interpretations, opinions, and information contained in these reports or shown or indicated in the drawings; or 3. Any Contractor interpretation of or conclusion drawn from Technical Data or other data, interpretations, opinions or information. C. The results of tests performed on materials described in environmental reports specifically prepared for the Project and made available to Contractor are defined as Technical Data unless Technical Data has been defined more specifically in the Supplementary Conditions. D. Contractor is not responsible for removing or remediating Hazardous Environmental Conditions encountered, uncovered or revealed at the Site unless this removal or remediation is expressly identified in the Contract Documents to be within the scope of the Work. E. Contractor is responsible for controlling, containing, and duly removing and remediating Constituents of Concern brought to the Site by Contractor's Team and paying associated costs. 1. Owner may remove and remediate the Hazardous Environmental Condition and impose a set-off against payments to Contractor for associated costs if Contractor's Team creates a Hazardous Environmental Condition, and Contractor does not take acceptable action to remove and remediate the Hazardous Environmental Condition. 2. Contractor's obligation to indemnify Owner for claims arising out of or related to Hazardous Environmental Conditions are as set forth in Paragraph 7.14. F. Immediately notify the OAR and take the following action if Contractor uncovers or reveals a Hazardous Environmental Condition at the Site or adjacent areas used by the Contractor's Team that was not created by the Contractor's Team: 1. Secure or otherwise isolate this condition; 2. Stop Work in affected areas or connected with the condition, except in an emergency as required by Paragraph 7.12; and 3. Do not resume Work in connection with the Hazardous Environmental Condition or in affected areas until after OPT has obtained required permits and OAR sends notice to the Contractor: a. Specifying that this condition and affected areas are or have been rendered safe for the resumption of Work; or b. Specifying special conditions under which Work may be resumed safely. General Conditions Corpus Christi Standards 007200-27 Rev 6/2021 4. Owner may order the portion of the Work that is in the area affected by the Hazardous Environmental Condition to be deleted from the Work following the procedures in Article 11 if Contractor does not agree to: a. Resume the Work based on a reasonable belief it is unsafe; or b. Resume the Work under the special conditions provided by the OAR. 5. Owner may have this deleted portion of the Work performed by Owner's own forces or others in accordance with Article 8. G. Contractor may submit a Change Proposal or Owner may impose a set-off if an agreement is not reached within 10 days of OAR's notice regarding the resumption of Work as to whether Contractor is entitled to an adjustment in Contract Price or Contract Times or on the amount or extent of adjustments resulting from this Work stoppage or special conditions under which Contractor agrees to resume Work. H. The provisions of Paragraphs 5.03, 5.04, and 5.05 do not apply to the presence of Constituents of Concern or a Hazardous Environmental Condition uncovered or revealed at the Site. ARTICLE 6 — BONDS AND INSURANCE 6.01 Performance, Payment, and Other Bonds A. Furnish Performance and Payment Bonds, each in an amount equal to the Contract Price, as security for the faithful performance and payment of Contractor's obligations under the Contract Documents. These Bonds are to remain in effect until 1 year after the date of final payment. Furnish other Bonds as required by the Contract Documents. B. Bonds furnished by the Contractor must meet the requirements of Texas Insurance Code Chapter 3503, Texas Government Code Chapter 2253, and all other applicable Laws and Regulations. C. Notify OAR immediately if the surety on Bonds furnished by Contractor: 1. Is declared bankrupt, or becomes insolvent; 2. Has its right to do business in Texas terminated; or 3. Ceases to meet the requirements of Paragraph 6.02. Provide a Bond and surety which comply with the requirements of Paragraph 6.02 within 20 days after the event giving rise to this notification. D. Contractor is to use amounts paid by Owner to Contractor under the Contract for the performance of the Contract and to satisfy claims against the Payment Bond. E. Notify the OAR of claims filed against the Payment Bond. Notify the claimant and OAR of undisputed amounts and the basis for challenging disputed amounts when a claimant has satisfied the conditions prescribed by Texas Government Code Chapter 2253. Promptly pay undisputed amount. F. Owner is not liable for payment of costs or expenses of claimants under the Payment Bond. Owner has no obligations to pay, give notice or take other action to claimants under the Payment Bond. General Conditions Corpus Christi Standards 007200-28 Rev 6/2021 G. Owner may exclude the Contractor from the Site and exercise Owner's termination rights under Article 18 if Contractor fails to obtain or maintain required Bonds. H. OPT will provide a copy of the Payment Bond to Subcontractors, Suppliers, or other persons or entities claiming to have furnished labor or materials used in the performance of the Work that request this information in accordance with Texas Government Code Chapter 2253. 6.02 Licensed Sureties A. Provide Bonds in the form prescribed by the Contract Documents from sureties named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. B. Provide Bonds required by the Contract Documents from surety companies that are duly licensed or authorized to provide bonds in the State of Texas. 6.03 Required Minimum Insurance Coverage A. Obtain and maintain insurance as required in this Article and in the Supplementary Conditions. B. Deliver evidence of insurance in accordance with the Supplementary Conditions to the Owner to demonstrate that Contractor has obtained and is maintaining the policies, coverages, and endorsements required by the Contract. Provide copies of these certificates to each named insured and additional insured as identified in the Supplementary Conditions or otherwise. 6.04 General Insurance Provisions A. Provide insurance coverages and limits meeting the requirements for insurance in accordance with this Article 6 and the Supplementary Conditions. B. Provide endorsements to the policies as outlined in this Article. C. Obtain insurance from companies that are duly licensed or authorized in the State of Texas to issue insurance policies for the required limits and coverages. Provide insurance from companies that have an A.M. Best rating of A-VIII or better. D. Furnish copies of endorsements and documentation of applicable self -insured retentions and deductibles upon request by OPT or any named insured or additional insured. Contractor may block out (redact) any confidential premium or pricing information contained in any endorsement furnished under this Contract. E. The name and number of the Project must be referenced on the certificate of insurance. F. OPT's failure to demand such certificates or other evidence of the Contractor's full compliance with the insurance requirements or failure to identify a deficiency in compliance from the evidence provided is not a waiver of the Contractor's obligation to obtain and maintain the insurance required by the Contract Documents. G. Notify the Owner if the Contractor fails to purchase or maintain the insurance required by the Contract Documents. Contractor shall not be allowed to perform any Work on the General Conditions Corpus Christi Standards 007200-29 Rev 6/2021 Project until the required insurance policies are in effect. A Certificate of Liability Insurance shall be submitted to the OPT. H. Owner may exclude the Contractor from the Site and exercise Owner's termination rights under Article 18 if Contractor fails to obtain or maintain the required insurance. I. Owner does not represent that the insurance coverage and limits established in this Contract are adequate to protect Contractor or Contractor's interests. J. The required insurance and insurance limits do not limit the Contractor's liability under the indemnities granted to Owner in the Contract Documents. K. Provide for an endorsement that the "other insurance" clause shall not apply to the OPT where the OPT is an additional insured shown on the policy. Contractor's insurance is primary and non-contributory with respect to any insurance or self-insurance carried by the OPT for liability arising out of operations under this Contract. L. Include the Owner and list the other members of the OPT and any other individuals or entities identified in the Supplementary Conditions as additional insureds on all policies with the exception of the workers' compensation policy and Contractor's professional liability policy. 6.05 Contractor's Insurance A. Purchase and maintain workers' compensation and employer's liability insurance for: 1. Claims under workers' compensation, disability benefits, and other similar employee benefit acts. Obtain workers' compensation coverage through a licensed insurance company in accordance with Texas law and written on a policy and endorsements approved by the Texas Department of Insurance. Provide insurance in amounts to meet all workers' compensation obligations. Provide an "All Other States" endorsement if Contractor is not domiciled in Texas and policy is not written in accordance with Texas Department of Insurance rules. 2. Claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. 3. United States Longshoreman and Harbor Workers' Compensation Act and Jones Act coverage (if applicable). 4. Foreign voluntary worker compensation (if applicable). B. Purchase and maintain commercial general liability insurance covering all operations by or on behalf of Contractor. The expected coverage is that which would be included in a commercially available ISO Commercial General Liability policy and should provide coverage on an occurrence basis, against: 1. Claims for damages because of bodily injury, sickness or disease, or death of any person other than Contractor's employees; 2. Claims for damages insured by reasonably available personal injury liability coverage which are sustained; 3. By any person as a result of an offense directly or indirectly related to the employment of such person by Contractor; and General Conditions Corpus Christi Standards 007200-30 Rev 6/2021 4. Claims for damages, other than to the Work itself, because of injury to or destruction of tangible property wherever located, including any resulting loss of use. C. Provide Contractor's commercial general liability policy that is written on a 1996 (or later) ISO commercial general liability form (occurrence form) and include the following coverages and endorsements: 1. Products and completed operations coverage as required in this Article and the Supplementary Conditions. Insurance is to remain in effect for 3 years after final payment. Furnish evidence of the continuation of this insurance at final payment and again each year for 3 years after final payment to Owner and each named insured or additional insured. a. If required by the Supplementary Conditions, provide and maintain Installation Floater insurance for property under the care, custody, or control of Contractor. Provide Installation Floater insurance that is a broad form or "All Peril" policy providing coverage for all materials, supplies, machinery, fixtures, and equipment which will be incorporated into the Work. 1) Provide coverage under the Contractor's Installation Floater that includes: a) Faulty or Defective workmanship, materials, maintenance, or construction; b) Cost to remove Defective or damaged Work from the Site or to protect it from loss or damage; c) Cost to cleanup and remove pollutants; d) Coverage for testing and startup; e) Any loss to property while in transit; f) Any loss at the Site; g) Any loss while in storage, both on and off the Site; and h) Any loss to temporary Project Works if their value is included in the Contract Price. 2) Coverage cannot be contingent on an external cause or risk or limited to property for which the Contractor is legally liable. Provide limits of insurance adequate to cover the value of the installation. Pay any deductible carried under this coverage and assume responsibility for claims on materials, supplies, machinery, fixtures, and equipment which will be incorporated into the Work while in transit or in storage. 2. Blanket contractual liability coverage for Contractor's contractual indemnity obligations in Paragraph 7.14, and all other contractual indemnity obligations of Contractor in the Contract Documents. Industry standard ISO Contractual Liability coverage will meet this obligation. 3. Broad form property damage coverage. 4. Severability of interest. 5. Underground explosion and collapse coverage. General Conditions Corpus Christi Standards 007200-31 Rev 6/2021 6. Personal injury coverage. 7. Endorsement CG 2032, "Additional Insured - Engineers, Architects or Surveyors Not Engaged by the Named Insured" or its equivalent. D. Purchase and maintain automobile liability insurance against claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. E. For Projects with a Contract Value that exceeds $5,000,000, purchase and maintain umbrella or excess liability insurance written over the underlying employer's liability, commercial general liability, and automobile liability insurance described in the paragraphs above. Provide coverage that is at least as broad as all underlying policies. Provide a policy that provides first -dollar liability coverage as needed. F. Provide Contractor's commercial general liability and automobile liability policies that: 1. Are written on an occurrence basis; 2. Include the individuals or entities identified in the Supplementary Conditions as additional insureds; 3. Include coverage for Owner as defined in Article 1; and 4. Provide primary coverage for all claims covered by the policies, including those arising from both ongoing and completed operations. G. Purchase and maintain insurance coverage for third -party injury and property damage claims, including clean-up costs that result from Hazardous Environmental Conditions which result from Contractor's operations and completed operations. Provide Contractor's pollution liability insurance that includes long-term environmental impacts for the disposal of pollutants/contaminants and is not limited to sudden and accidental discharge. The completed operations coverage is to remain in effect for 3 years after final payment. The policy must name OPT and any other individuals and entities identified in the Supplementary Conditions as additional insureds. H. Purchase and maintain applicable professional liability insurance, or have Subcontractors and Suppliers do so, if Contractor or any Subcontractor or Supplier will provide or furnish professional services under this Contract. I. The policies of insurance required by this Article must: 1. Include at least the specific coverages and be written for not less than the limits of liability provided in this Article or the Supplementary Conditions or required by Laws or Regulations, whichever is greater. 2. Contain a provision that coverage afforded will not be canceled or materially changed until at least 30 days prior written notice has been given to Contractor, Owner, and all named insureds and additional insureds. 3. Remain in effect at all times when Contractor is performing Work or is at the Site to conduct tasks arising from the Contract Documents. 4. Be appropriate for the Work being performed and provide protection from claims resulting from the Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether performed by Contractor, General Conditions Corpus Christi Standards 007200-32 Rev 6/2021 Subcontractor, Supplier, anyone directly or indirectly employed or retained by any of them, or by anyone for whose acts they may be liable. J. The coverage requirements for specific policies of insurance must be met directly by those policies and may not rely on excess or umbrella insurance provided in other policies to meet the coverage requirement. 6.06 Property Insurance A. Purchase and maintain builder's risk insurance in the amount of the full replacement cost of the Project. This policy is subject to the deductible amounts requirements in this Article and the Supplementary Conditions or those required by Laws and Regulations and must comply with the requirements of Paragraph 6.09. This insurance shall: 1. Include the OPT, Contractor, and all Subcontractors, and any other individuals or entities identified in the Supplementary Conditions, as named insureds. 2. Be written on a builder's risk "all risk" policy form that includes insurance for physical loss or damage to the Work, temporary buildings, falsework, and materials and equipment in transit, and insures against at least the following perils or causes of loss: fire; lightning; windstorm; riot; civil commotion; terrorism; vehicle impact; aircraft; smoke; theft; vandalism and malicious mischief; mechanical breakdown, boiler explosion, and artificially generated electric current; earthquake; volcanic activity, and other earth movement; flood; collapse; explosion; debris removal; demolition occasioned by enforcement of Laws and Regulations; water damage (other than that caused by flood); and such other perils or causes of loss as may be specifically required by this Section. If insurance against mechanical breakdown, boiler explosion, and artificially generated electric current; earthquake; volcanic activity, and other earth movement; or flood, are not commercially available under builder's risk, by endorsement or otherwise, this insurance may be provided through other insurance policies acceptable to Owner and Contractor. 3. Cover expenses incurred in the repair or replacement of any insured property. 4. Cover materials and equipment in transit or stored prior to being incorporated in the Work. 5. Cover Owner -furnished or assigned property. 6. Allow for partial utilization of the Work by Owner. 7. Allow for the waiver of the insurer's subrogation rights as set forth below. 8. Provide primary coverage for all losses and damages caused by the perils or causes of loss covered. 9. Not include a co-insurance clause. 10. Include a broad exception for ensuing losses from physical damage or loss with respect to any Defective workmanship, design, or materials exclusions. 11. Include testing and startup. 12. Be maintained in effect until the Work as a whole is complete, unless otherwise agreed to in writing by Owner and Contractor. General Conditions Corpus Christi Standards 007200-33 Rev 6/2021 B. Evidence of insurance provided must contain a provision or endorsement that the coverage afforded will not be canceled or materially changed or renewal refused until at least 30 days' prior written notice has been given to Owner and Contractor and to each named insured. C. Pay for costs not covered by the policy deductible. D. Notify builder's risk insurance provider if Owner will occupy or use a portion or portions of the Work prior to Substantial Completion of all the Work. Maintain the builder's risk insurance in effect during this Partial Occupancy or Use. E. Contractor may purchase other special insurance to be included in or to supplement the builder's risk or property insurance policies provided under this Article and the Supplementary Conditions. F. Contractor, Subcontractors, or employees of the Contractor or a Subcontractor owning property items, such as tools, construction equipment, or other personal property not expressly covered in the insurance required by the Contract Documents are responsible for providing their own insurance. 6.07 Waiver of Rights A. Insurance shall include a waiver of subrogation in favor of the additional insureds identified in the Supplementary Conditions. B. All policies purchased in accordance with this Article are to contain provisions to the effect that the insurers have no rights of recovery against OPT, named insureds or additional insureds in the event of a payment for loss or damage. Contractor and insurers waive all rights against the Owner's Indemnities for losses and damages created by or resulting from any of the perils or causes of loss covered by these policies and any other applicable property insurance. None of these waivers extend to the rights Contractor has to the proceeds of insurance as trustee. C. Contractor is responsible for assuring that agreements with Subcontractors contain provisions that the Subcontractor waive all rights against Owner, Contractor, named insureds and additional insureds, and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them, for all losses and damages created by or resulting from any of the perils or causes of loss covered by builder's risk insurance and other property insurance. 6.08 Owner's Insurance for Project A. Owner is not responsible for purchasing and maintaining any insurance to protect the interest of the Contractor, Subcontractors, or others in the Work. The stated limits of insurance required are minimum only. Determine the limits that are adequate. These limits may be basic policy limits or any combination of basic limits and umbrella limits. In any event, Contractor is fully responsible for all losses arising out of, resulting from, or connected with operations under this Contract whether or not these losses are covered by insurance. The acceptance of evidence of insurance by the OPT, named insureds, or additional insureds does not release the Contractor from compliance with the insurance requirements of the Contract Documents. General Conditions Corpus Christi Standards 007200-34 Rev 6/2021 6.09 Acceptable Evidence of Insurance A. Provide evidence of insurance acceptable to the Owner with the executed Contract Documents. Provide the following as evidence of insurance: 1. Certificates of Insurance on an acceptable form; 2. Riders or endorsements to policies; and 3. Policy limits and deductibles. B. Provide a list of "Additional Insureds" for each policy. C. Provide evidence that waivers of subrogation are provided on all applicable policies. D. Provide evidence of requirements for 30 days' notice before cancellation or any material change in the policy's terms and conditions, limits of coverage, or change in deductible amount. 6.10 Certificate of Insurance A. Submit Certificates of Insurance meeting the following requirements: 1. Form has been filed with and approved by the Texas Department of Insurance under Texas Insurance Code §1811.101; or 2. Form is a standard form deemed approved by the Department under Texas Insurance Code §1811.101. 3. No requirements of this Contract may be interpreted as requiring the issuance of a certificate of insurance on a certificate of insurance form that has not first been filed with and approved by the Texas Department of Insurance. B. Include the name of the Project in the description of operations box on the certificate of insurance. 6.11 Insurance Policies A. If requested by the Owner, make available for viewing a copy of insurance policies, declaration pages and endorsements, and documentation of applicable self -insured retentions and deductibles. B. Contractor may block out (redact) any proprietary information or confidential premium pricing information contained in any policy or endorsement furnished under this Contract. 6.12 Continuing Evidence of Coverage A. Provide updated, revised, or new evidence of insurance in accordance this Article and the Supplementary Conditions prior to the expiration of existing policies. B. Provide evidence of continuation of insurance coverage at final payment and for the following 3 years. 6.13 Notices Regarding Insurance A. Notices regarding insurance are to be sent to the Owner at the following address: General Conditions Corpus Christi Standards 007200-35 Rev 6/2021 City of Corpus Christi — Engineering Attn: Construction Contract Admin. P.O. Box 9277 Corpus Christi, TX 78469-9277 B. Submit questions regarding insurance requirements to the Construction Contract Administrator by calling 361-826-3530. 6.14 Texas Workers' Compensation Insurance Required Notice A. Definitions: 1. Certificate of coverage ("certificate") - A copy of a certificate of insurance, a certificate of authority to self -insure issued by the commission, or a coverage agreement (TWCC- 81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the Project. 2. Duration of the Project - includes the time from the beginning of the Work on the Project until the Contractor's/person's Work on the Project has been completed and accepted by the governmental entity. 3. Persons providing services on the Project ("Subcontractor" in §406.096) - includes all persons or entities performing all or part of the services the Contractor has undertaken to perform on the Project, regardless of whether that person contracted directly with the Contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner -operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the Project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the Project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. B. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the Contractor providing services on the Project, for the duration of the Project. C. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the Contract. D. If the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the Project, the Contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. E. The Contractor shall obtain from each person providing services on a project, and provide to the governmental entity: 1. A certificate of coverage, prior to that person beginning Work on the Project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the Project; and General Conditions Corpus Christi Standards 007200-36 Rev 6/2021 2. No later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the Project. F. The Contractor shall retain all required certificates of coverage for the duration of the Project and for one year thereafter. G. The Contractor shall notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the Contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the Project. H. The Contractor shall post on each Project Site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the Project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. I. The Contractor shall contractually require each person with whom it contracts to provide services on a project, to: 1. Provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the Project, for the duration of the Project; 2. Provide to the Contractor, prior to that person beginning Work on the Project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the Project, for the duration of the Project; 3. Provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the Project; 4. Obtain from each other person with whom it contracts, and provide to the Contractor: a. A certificate of coverage, prior to the other person beginning Work on the Project; and b. A new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the Project; 5. Retain all required certificates of coverage on file for the duration of the Project and for one year thereafter; 6. Notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the Project; and 7. Contractually require each person with whom it contracts, to perform as required by this section, with the certificates of coverage to be provided to the person for whom they are providing services. J. By signing this Contract or providing or causing to be provided a certificate of coverage, the Contractor is representing to the governmental entity that all employees of the Contractor who will provide services on the Project will be covered by workers' compensation coverage for the duration of the Project, that the coverage will be based on proper reporting of General Conditions Corpus Christi Standards 007200-37 Rev 6/2021 classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self -insured, with the commission's Division of Self -Insurance Regulation. Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, civil penalties, or other civil actions. K. The Contractor's failure to comply with any of these provisions is a breach of contract by the Contractor which entitles the governmental entity to declare the Contract void if the Contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. ARTICLE 7 — CONTRACTOR'S RESPONSIBILITIES 7.01 Supervision and Superintendence A. Supervise, inspect, and direct the performance of the Work in accordance with the Contract Documents. Contractor is solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. Provide a competent resident superintendent acceptable to the OPT. The resident superintendent or acceptable qualified assistant is to be present at all times when Work is being done. Do not replace this resident superintendent except under extraordinary circumstances. Provide a replacement resident superintendent equally competent to the previous resident superintendent if replacement is required. Notify the Owner prior to replacing the resident superintendent and obtain Owner's consent to the change in superintendent. 7.02 Labor; Working Hours A. Provide competent, suitably qualified personnel to survey and lay out the Work and perform Work to complete the Project. Maintain good discipline and order at the Site. B. Perform Work at the Site during regular working hours except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent to the Site and except as otherwise stated in the Contract Documents. Regular working hours are between sunrise and sundown Monday through Saturday unless other times are specifically authorized in writing by OAR. C. Do not perform Work on a Sunday or legal holiday without OAR's consent. The following legal holidays are observed by the Owner: Holiday Date Observed New Year's Day January 1 Martin Luther King Jr Day Third Monday in January Memorial Day Last Monday in May Independence Day July 4 Labor Day First Monday in September Thanksgiving Day Fourth Thursday in November General Conditions Corpus Christi Standards 007200-38 Rev 6/2021 Holiday Date Observed Friday after Thanksgiving Friday after Thanksgiving Christmas Day December 25 D. If a legal holiday falls on a Saturday, it will be observed the preceding Friday. If a legal holiday falls on a Sunday, it will be observed the following Monday. E. Pay additional cost incurred by Owner for services of the OAR or RPR to observe Work constructed outside of regular working hours. OAR will issue a Set-off in the Application for Payment for this cost per Paragraph 17.01.E 7.03 Services, Materials, and Equipment A. Provide services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and other facilities and incidentals necessary for the performance, testing, start-up, and completion of the Work, whether or not these items are specifically called for in the Contract Documents. B. Provide new materials and equipment to be incorporated into the Work. Provide special warranties and guarantees required by the Contract Documents. Provide satisfactory evidence, including reports of required tests, as to the source, kind, and quality of materials and equipment as required by the Contract Documents or as requested by the OAR. C. Store, apply, install, connect, erect, protect, use, clean, and condition materials and equipment in accordance with instructions of the applicable Supplier, unless otherwise required by the Contract Documents. 7.04 Concerning Subcontractors, Suppliers, and Others A. Contractor may retain Subcontractors and Suppliers for the performance of parts of the Work. All Subcontractors and Suppliers must be acceptable to Owner. B. Contractor must retain specific Subcontractors, Suppliers, or other individuals or entities for the performance of designated parts of the Work if required to do so by the Contract Documents. C. Submit a list of proposed Subcontractors and Suppliers to OAR prior to entering into binding subcontracts or purchase orders. These proposed Subcontractors or Suppliers are deemed acceptable to Owner unless Owner raises a substantive, reasonable objection within 30 days after receiving this list. Under no circumstances shall any Subcontractor debarred under Chapter 41 of The Code of Ordinances, City of Corpus Christi, be deemed acceptable to Owner. D. Contractor is not required to retain Subcontractors, Suppliers, or other individuals or entities to furnish or perform part of the Work after the Effective Date of the Contract if Contractor has reasonable objection. E. Owner may require the replacement of Subcontractors, Suppliers, or other individuals or entities retained by the Contractor. Provide an acceptable replacement for the rejected Subcontractor, Supplier, or other individual or entity. Owner also may require Contractor to retain specific replacements, subject to Contractor's reasonable objections. General Conditions Corpus Christi Standards 007200-39 Rev 6/2021 F. Contractor may be entitled to an adjustment in Contract Price or Contract Times with respect to a replacement of Subcontractors, Suppliers, or other entities required by Owner. The Contractor is not entitled to an adjustment in Contract Price or Contract Time with respect to replacement of any individual deemed unsuitable by the OPT. Notify OAR immediately if a replacement of Subcontractors, Suppliers, or other entity increases the Contract Price or Contract Times. Initiate a Change Proposal for the adjustment within 10 days of Owner's notice to replace a Subcontractor, Supplier, or other entity retained by Contractor to perform part of the Work. Do not make the replacement until the change in Contract Price or Contract Times has been accepted by the Owner if Change Proposal is to be submitted. G. Owner's initial acceptance of Subcontractors, Suppliers, or other individuals or entities, or their replacements, does not constitute a waiver of the obligation of the Contractor to complete the Work in accordance with the Contract Documents. H. Maintain a current and complete list of Subcontractors and Suppliers that are to perform or furnish part of the Work. I. Contractor is fully responsible for the acts and omissions of Subcontractors, Suppliers, and other individuals or entities performing or furnishing Work. J. Contractor is solely responsible for scheduling and coordinating the work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing Work. K. Require Subcontractors, Suppliers, and other individuals or entities performing or furnishing Work to communicate with OPT through Contractor. L. Contracts between the Contractor and their Subcontractors or Suppliers may specifically bind the Subcontractors or Suppliers to the applicable terms and conditions of the Contract Documents. Contractor is responsible for meeting the requirements of the Contract Documents if they choose to not bind the Subcontractors or Suppliers to applicable terms or conditions of the Contract Documents. 1. All Subcontractors employed on this Project must be required to obtain Workers' Compensation Insurance. 2. Proof of this insurance will be required prior to the start of any Work. M. OPT may furnish information about amounts paid to Contractor for Work provided by Subcontractors or Suppliers to the entity providing the Work. N. Nothing in the Contract Documents: 1. Creates a contractual relationship between members of the OPT and members of the Contractor's Team. 2. Creates an obligation on the part of the Owner to pay or to see to the payment of money due members of the Contractor's Team, except as may be required by Laws and Regulations. 7.05 Patent Fees and Royalties A. Pay license fees, royalties, and costs incident to the use of inventions, designs, processes, products, or devices which are patented or copyrighted by others in the performance of the Work, or to incorporate these inventions, designs, processes, products, or devices which are patented or copyrighted by others in the Work. The Contract Documents identify inventions, General Conditions Corpus Christi Standards 007200-40 Rev 6/2021 designs, processes, products, or devices OPT knows are patented or copyrighted by others or that its use is subject to patent rights or copyrights calling for the payment of a license fee or royalty to others. Contractor is to include the cost associated with the use of patented or copyrighted products or processes, whether specified or selected by the Contractor, in the Contract Price. B. Contractor's obligation to indemnify Owner for claims arising out of or related to infringement of patent rights and copyrights are as set forth in Paragraph 7.14. 7.06 Permits A. Obtain and pay for construction permits and licenses. OPT is to assist Contractor in obtaining permits and licenses when required to do so by applicable Laws and Regulations. Pay governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time the Contractor's Bid is submitted or when Contractor negotiates the Contract Price. This Project is not exempt from City permits and fees unless expressly stated otherwise. 7.07 Taxes A. Contractor is responsible for all taxes and duties arising out of the Work. The Owner generally qualifies as a tax exempt agency as defined by the statutes of the State of Texas and is usually not subject to any city or state sales or use taxes, however certain items such as rented equipment may be taxable even though Owner is a tax-exempt agency. Contractor is responsible for including in the Contract Price any applicable sales and use taxes and is responsible for complying with all applicable statutes and rulings of the State Comptroller. Pay sales, consumer, use, and other similar taxes required to be paid by Contractor in accordance with the Laws and Regulations. B. The Owner is exempt from the Federal Transportation and Excise Tax. Contractor must comply with all federal regulations governing the exemptions. C. Products incorporated into the Work are exempt from state sales tax according to the provisions of Subchapter H, Chapter 151, of the Texas Tax Code. D. Contractor may not include any amounts for sales, use, or similar taxes for which the Owner is exempt in the Contract Price or any proposed Change Order or Application for Payment. E. Obtain tax exemption certificates or other documentation necessary to establish Owner's exemption from such taxes. 7.08 Laws and Regulations A. Give required notices and comply with Laws and Regulations applicable to the performance of the Work. OPT is not responsible for monitoring Contractor's compliance with Laws or Regulations except where expressly required by applicable Laws and Regulations. B. Pay costs resulting from actions taken by Contractor that are contrary to Laws or Regulations. Contractor is not responsible for determining that the design aspects of the Work described in the Contract Documents is in accordance with Laws and Regulations. This does not relieve Contractor of its obligations under Paragraph 3.03. General Conditions Corpus Christi Standards 007200-41 Rev 6/2021 C. Owner or Contractor may give notice to the other party of changes in Laws or Regulations that may affect the cost or time of performance of the Work, including: 1. Changes in Laws or Regulations affecting procurement of permits; and 2. Sales, use, value-added, consumption, and other similar taxes which come into effect after Contractor's Bid is submitted or when Contractor negotiates the Contract Price. D. Contractor may submit a Change Proposal or Owner may initiate a Claim within 30 days of this notice if Owner and Contractor are unable to agree on entitlement to or on the amount or extent of adjustments in Contract Price or Contract Times resulting from these changes. 7.09 Safety and Protection A. Contractor is solely responsible for initiating, maintaining, and supervising safety precautions and programs in connection with the Work. This responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. B. Take necessary precautions for the safety of persons on the Site or who may be affected by the Work, and provide the necessary protection to prevent damage, injury, or loss to: 1. Work and materials and equipment to be incorporated in the Work, whether stored on or off Site; and 2. Other property at or adjacent to the Site, including trees, shrubs, lawns, walks, pavements, roadways, structures, other work in progress, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. C. Comply with applicable Laws and Regulations relating to the safety and protection of persons or property. Erect and maintain necessary safeguards for safety and protection. Notify Owner; the owners of adjacent property, Underground Facilities, and other utilities; and other contractors and utility owners performing work at or adjacent to the Site when prosecution of the Work may affect them. Cooperate with them in the protection, removal, relocation, and replacement of their property or work in progress. 1. Comply with requirements of Underground Facility Damage Prevention and Safety Act, Texas Utilities Code Chapter 251. 2. Comply with all applicable safety rules and regulations of the Federal Occupational Health and Safety Act of 1970 and subsequent amendments (OSHA). D. Remedy damage, injury, or loss to property referred to in Paragraph 7.09.B caused by Contractor's Team. Pay remediation costs unless the damage or loss is: 1. Attributable to the fault of the Contract Documents; 2. Attributable to acts or omissions of OPT; or 3. Not attributable to the actions or failure to act of the Contractor's Team. E. Contractor's duties and responsibilities for safety and protection of persons or the Work or property at or adjacent to the Site continues until Work is completed and resumes whenever Contractor's Team returns to the Site to fulfill warranty or correction obligations or to conduct other tasks. General Conditions Corpus Christi Standards 007200-42 Rev 6/2021 F. Comply with the applicable requirements of the Owner's safety program if required to do so in the Supplementary Conditions. A copy of the Owner's safety program will be provided in the Bidding Documents. 7.10 Safety Representative A. Provide a qualified and experienced safety representative at the Site whose duties and responsibilities are the prevention of accidents and maintaining and supervising safety programs. 7.11 Hazard Communication Programs A. Coordinate the exchange of material safety data sheets or other hazard communication information required to be made available or exchanged between or among employers at the Site in accordance with Laws or Regulations. 7.12 Emergencies A. Act to prevent threatened damage, injury or loss in emergencies affecting the safety or protection of persons or the Work or property at or adjacent to the Site. Notify OAR immediately if Contractor believes that significant changes in the Work or variations from the Contract Documents have been caused or are required as a result of this need to act. A Modification is to be issued by OAR if OPT determines that the incident giving rise to the emergency action was not the responsibility of the Contractor and that a change in the Contract Documents is required because of the action taken by Contractor in response to this emergency. 7.13 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to Owner that Work is in accordance with the Contract Documents and is not Defective. Owner is entitled to rely on Contractor's warranty and guarantee. Assume and bear responsibility for costs and time delays associated with variations from the requirements of the Contract Documents. B. This Contractor's warranty and guarantee excludes defects or damage caused by improper maintenance or operation, abuse, or modification by OPT; or normal wear and tear under normal usage. C. Contractor's obligation to perform and complete Work in accordance with the Contract Documents is absolute. None of the following constitute an acceptance of Defective Work or a release of Contractor's obligation to perform Work in accordance with the Contract Documents: 1. Observations by OPT; 2. Recommendation by OAR to pay or payment by Owner of progress or final payments; 3. The issuance of a Certificate of Substantial Completion; 4. Use or occupancy of part of the Work by Owner; 5. Review and approval of a Shop Drawing or Sample; 6. Inspections, tests, or approvals by others; or General Conditions Corpus Christi Standards 007200-43 Rev 6/2021 7. Correction of Defective Work by Owner. D. The Contract Documents may require the Contractor to accept the assignment of a contract between the Owner and a contractor or supplier. The specific warranties, guarantees, and correction obligations contained in an assigned contract govern with respect to Contractor's performance obligations to Owner for the Work described in an assigned contract. 7.14 INDEMNIFICATION A. To the fullest extent permitted by law, Contractor shall indemnify, defend, and hold harmless the Owner from and against claims, damages, losses and expenses, including but not limited to attorney's fees or dispute resolution costs, arising out of or resulting from performance of the Work and/or failure to comply with the terms and conditions of the contract, violations of Laws or Regulations, or bodily injury, death or destruction of tangible property caused by the acts, omissions or negligence of the Contractor's Team, regardless of whether such claim, damage, loss or expense is alleged to be caused in part by an Owner hereunder, subject to the Owner's defenses and liability limits under the Texas Tort Claims Act. However, nothing herein shall be construed to require Contractor to indemnify an Owner against a claim, loss, damage or expense caused by the sole negligence of an Owner. B. To the fullest extent permitted by law, Contractor shall indemnify, defend, and hold harmless the Owner from and against Indemnified Costs, arising out of or relating to: (i) the failure to control, contain, or remove a Constituent of Concern brought to the Site by Contractor's Team or a Hazardous Environmental Condition created by Contractor's Team, (ii) Contractor's Team's action or inaction related to damages, delays, disruptions or interference with the work of Owner's employees, other contractors, or utility owners performing other work at or adjacent to the Site, or (iii) the correction of Defective Work. Nothing in this paragraph obligates the Contractor to indemnify the Owner from the consequences of the Owner's sole negligence. c. To the fullest extent permitted by law, Contractor shall indemnify, defend, and hold harmless the Owner from and against Indemnified Costs resulting from infringement on patent rights or copyrights by Contractor's Team. General Conditions Corpus Christi Standards 007200-44 Rev 6/2021 D. The indemnification obligations of this Paragraph 7.14 are not limited by the amount or type of damages, compensation or benefits payable by or for members of the Contractor's Team or other individuals or entities under workers' compensation acts, disability benefit acts, or other employee benefit acts in claims against Owner by an employee or the survivor or personal representative of employee of Contractor's Team. The indemnification obligations of this Paragraph 7.14 shall not be deemed to be released, waived or modified in any respect by reason of any surety or insurance provided by Contractor. E. The indemnification obligations of this Paragraph 7.14 do not extend to the liability of Designer arising out of the preparation of the Contract Documents or giving directions or instructions, or failing to give them, to the extent they are obligated to do so if that is the primary cause of the injury or damage. F. Notify the other party within 10 days if Owner or Contractor receives notice of any claim or circumstances that could give rise to an indemnified loss. The notice must include the following: 1. A description of the indemnification event in reasonable detail; 2. The basis on which indemnification may be due; and 3. The anticipated amount of the indemnified loss. This notice does not stop or prevent Owner from later asserting a different basis for indemnification or a different amount of indemnified loss than that indicated in the initial notice. Owner does not waive any rights to indemnification except to the extent that Contractor is prejudiced, suffers loss, or incurs expense because of the delay if Owner does not provide this notice within the 10-day period. G. Defense of Indemnification Claims: 1. Assume the defense of the claim with counsel chosen by the Contractor and pay related costs, unless Owner decides otherwise. Contractor's counsel must be acceptable to Owner. Control the defense and any negotiations to settle the claim. Advise Owner as to its defense of the claim within 10 days after being notified of the indemnification request. Owner may assume and control the defense if Contractor does not assume the defense. Pay all defense expenses of the Owner as an indemnified loss. 2. Owner may retain separate counsel to participate in, but not control, the defense and any settlement negotiations if Contractor defends the claim. Contractor may not settle the claim without the consent or agreement of Owner. Contractor may settle the claim with Owner's consent and agreement unless it: a. Would result in injunctive relief or other equitable remedies or otherwise require Owner to comply with restrictions or limitations that adversely affect Owner; b. Would require Owner to pay amounts that Contractor does not fund in full; or c. Would not result in Owner's full and complete release from all liability to the plaintiffs or claimants who are parties to or otherwise bound by the settlement. 7.15 Delegation of Professional Design Services A. Contractor is not required to provide professional design services unless these services are specifically required by the Contract Documents for a portion of the Work or unless these General Conditions Corpus Christi Standards 007200-45 Rev 6/2021 services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences, and procedures. Contractor is not required to provide professional services in violation of applicable Laws and Regulations. B. The Contract Documents specify performance and design criteria related to systems, materials or equipment if professional design services or certifications by a design professional related to systems, materials, or equipment are specifically required of Contractor. These services or certifications must be provided by the licensed Texas Professional Engineer or Registered Architect who prepares, signs, and seals drawings, calculations, specifications, certifications, Shop Drawings, and other documents. C. OPT is entitled to rely upon the adequacy, accuracy, and completeness of the services, certifications, or approvals performed by Contractor's design professionals, provided OPT has specified to Contractor the performance and design criteria that these services must satisfy. D. Pursuant to this Paragraph 7.15, Designer's review and approval of design calculations and design drawings is only for the limited purpose of checking for conformance with the performance and design criteria given and the design concepts expressed in the Contract Documents. Designer's review and approval of Shop Drawings and other documents is only for the purpose stated in the Contract Documents. E. Contractor is not responsible for the adequacy of the performance or design criteria specified by OPT. Advise OPT if the performance or design criteria are known or considered likely to be inadequate or otherwise deficient. ARTICLE 8 — OTHER WORK AT THE SITE 8.01 Other Work A. Owner may arrange for other work at or adjacent to the Site which is not part of the Contractor's Work. This other work may be performed by Owner's employees or through other contractors. Utility owners may perform work on their utilities and facilities at or adjacent to the Site. Include costs associated with coordinating with entities performing other work or associated with connecting to this other work in the Contract Price if this other work is shown in the Contract Documents. B. OPT is to notify Contractor of other work prior to starting the work and provide any knowledge they have regarding the start of utility work at or adjacent to the Site to Contractor. C. Provide other contractors: 1. Proper and safe access to the Site; 2. Reasonable opportunity for the introduction and storage of materials and equipment; and 3. Reasonable opportunity to execute their work. D. Provide cutting, fitting, and patching of the Work required to properly connect or integrate with other work. Do not endanger the work of others by cutting, excavating, or otherwise altering the work of others without the consent of OAR and the others whose work will be affected. General Conditions Corpus Christi Standards 007200-46 Rev 6/2021 E. Inspect the work of others and immediately notify OAR if the proper execution of part of Contractor's Work depends upon work performed by others and this work has not been performed or is unsuitable for the proper execution of Contractor's Work. Contractor's failure to notify the OAR constitutes an acceptance of this other work as acceptable for integration with Contractor's Work. This acceptance does not apply to latent defects or deficiencies in the work of others. F. Take adequate measures to prevent damages, delays, disruptions, or interference with the work of Owner, other contractors, or utility owners performing other work at or adjacent to the Site. 8.02 Coordination A. Owner has sole authority and responsibility for coordination of this other work unless otherwise provided in the Contract Documents. The Owner is to identify the entity with authority and responsibility for coordination of the activities of the various contractors, the limitations of their authority, and the work to be coordinated prior to the start of other work at or adjacent to the Site. 8.03 Legal Relationships A. Contractor may be entitled to a change in Contract Price or Contract Times if, while performing other work at or adjacent to the Site for Owner, the OPT or other contractor retained by the City: 1. Damages the Work or property of Contractor's Team; 2. Delays, disrupts, or interferes with the execution of the Work; or 3. Increases the scope or cost of performing the Work through their actions or inaction. B. Notify the OAR immediately of the event leading to a potential Change Proposal so corrective action can be taken. Submit the Change Proposal within 30 days of the event if corrective action has not adequately mitigated the impact of the actions or inactions of others. Information regarding this other work in the Contract Documents is used to determine if the Contractor is entitled to a change in Contract Price or Contract Times. Changes in Contract Price require that Contractor assign rights against the other contractor to Owner with respect to the damage, delay, disruption, or interference that is the subject of the adjustment. Changes in Contract Times require that the time extension is essential to Contractor's ability to complete the Work within the Contract Times. C. Take prompt corrective action if Contractor's Team damages, delays, disrupts, or interferes with the work of Owner's employees, other contractors, or utility owners performing other work at or adjacent to the Site or agree to compensate other contractors or utility owners for correcting the damage. Promptly attempt to settle claims with other contractors or utility owners if Contractor damages, delays, disrupts, or interferes with the work of other contractors or utility owners performing other work at or adjacent to the Site. D. Owner may impose a set-off against payments due to Contractor and assign the Owner's contractual rights against Contractor with respect to the breach of the obligations described in this Paragraph 8.03 to other contractors if damages, delays, disruptions, or interference occur. General Conditions Corpus Christi Standards 007200-47 Rev 6/2021 E. Contractor's obligation to indemnify Owner for claims arising out of or related to damages, delays, disruptions, and interference with other work at the Site are as set forth in Paragraph 7.14. ARTICLE 9 — OWNER'S AND OPT'S RESPONSIBILITIES 9.01 Communications to Contractor A. OPT issues communications to Contractor through OAR except as otherwise provided in the Contract Documents. 9.02 Replacement of Owner's Project Team Members A. Owner may replace members of the OPT at its discretion. 9.03 Furnish Data A. OPT is to furnish the data required of OPT under the Contract Documents. 9.04 Pay When Due A. Owner is to make payments to Contractor when due as described in Article 17. 9.05 Lands and Easements; Reports and Tests A. Owner's duties with respect to providing lands and easements are described in Paragraph 5.01. OPT will make copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at the Site available to Contractor in accordance with Paragraph 5.03. 9.06 Insurance A. Owner's responsibilities with respect to purchasing and maintaining insurance are described in Article 6. 9.07 Modifications A. Owner's responsibilities with respect to Modifications are described in Article 11. 9.08 Inspections, Tests, and Approvals A. OPT's responsibility with respect to certain inspections, tests, and approvals are described in Paragraph 16.02. 9.09 Limitations on OPT's Responsibilities A. The OPT does not supervise, direct, or have control or authority over, and is not responsible for Contractor's means, methods, techniques, sequences, or procedures of construction, or related safety precautions and programs, or for failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. OPT is not responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. General Conditions Corpus Christi Standards 007200-48 Rev 6/2021 9.10 Undisclosed Hazardous Environmental Condition A. OPT's responsibility for undisclosed Hazardous Environmental Conditions is described in Paragraph 5.06. 9.11 Compliance with Safety Program A. Contractor is to inform the OPT of its safety programs and OPT is to comply with the specific applicable requirements of this program. 9.12 Plans and Specifications A. Owner does not warrant the plans and specification. ARTICLE 10 — OAR'S AND DESIGNER'S STATUS DURING CONSTRUCTION 10.01 Owner's Representative A. OAR is Owner's representative. The duties and responsibilities and the limitations of authority of OAR as Owner's representative are described in the Contract Documents. 10.02 Visits to Site A. Designer is to make periodic visits to the Site to observe the progress and quality of the Work. Designer is to determine, in general, if the Work is proceeding in accordance with the Contract Documents based on observations made during these visits. Designer is not required to make exhaustive or continuous inspections to check the quality or quantity of the Work. Designer is to inform the OPT of issues or concerns and OAR is to work with Contractor to address these issues or concerns. Designer's visits and observations are subject to the limitations on Designer's authority and responsibility described in Paragraphs 9.09 and 10.07. B. OAR is to observe the Work to check the quality and quantity of Work, implement Owner's quality assurance program, and administer the Contract as Owner's representative as described in the Contract Documents. OAR's visits and observations are subject to the limitations on OAR's authority and responsibility described in Paragraphs 9.09 and 10.07. 10.03 Resident Project Representatives A. Resident Project Representatives assist OAR in observing the progress and quality of the Work at the Site. The limitations on Resident Project Representatives' authority and responsibility are described in Paragraphs 9.09 and 10.07. 10.04 Rejecting Defective Work A. OPT has the authority to reject Work in accordance with Article 16. OAR is to issue a Defective Work Notice to Contractor and document when Defective Work has been corrected or accepted in accordance with Article 16. General Conditions Corpus Christi Standards 007200-49 Rev 6/2021 10.05 Shop Drawings, Modifications and Payments A. Designer's authority related to Shop Drawings and Samples are described in the Contract Documents. B. Designer's authority related to design calculations and design drawings submitted in response to a delegation of professional design services are described in Paragraph 7.15. C. OAR and Designer's authority related to Modifications is described in Article 11. D. OAR's authority related to Applications for Payment is described in Articles 15 and 17. 10.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. OAR is to render decisions regarding non -technical or contractual / administrative requirements of the Contract Documents and will coordinate the response of the OPT to Contractor. B. Designer is to render decisions regarding the conformance of the Work to the requirements of the Contract Documents. Designer will render a decision to either correct the Defective Work or accept the Work under the provisions of Paragraph 16.04 if Work does not conform to the Contract Documents. OAR will coordinate the response of the OPT to Contractor. C. Contractor may appeal Designer's decision by submitting a Change Proposal if Contractor does not agree with the Designer's decision. 10.07 Limitations on OAR's and Designer's Authority and Responsibilities A. OPT is not responsible for the acts or omissions of Contractor's Team. No actions or failure to act, or decisions made in good faith to exercise or not exercise the authority or responsibility available under the Contract Documents creates a duty in contract, tort, or otherwise of the OPT to the Contractor or members of the Contractor's Team. ARTICLE 11— AMENDING THE CONTRACT DOCUMENTS; CHANGES IN THE WORK 11.01 Amending and Supplementing the Contract Documents A. The Contract Documents may be modified by a Contract Amendment, Change Order, Work Change Directive, or Field Order. 1. Contract Amendment: Owner and Contractor may modify the terms and conditions of the Contract Documents without the recommendation of the Designer using a Contract Amendment. A Contract Amendment may be used for: a. Changes that do not involve: 1) The performance or acceptability of the Work; 2) The design as described in the Drawings, Specifications, or otherwise; or 3) Other engineering, architectural or technical matters. b. Authorizing new phases of the Work and establishing the Contract Price, Contract Times, or terms and conditions of the Contract for the new phase of Work when using phased construction or purchasing Goods and Special Services to be incorporated into the Project. General Conditions Corpus Christi Standards 007200-50 Rev 6/2021 2. Change Order: All changes to the Contract Documents that include a change in the Contract Price or the Contract Times for previously authorized Work, or changes to the Work requiring Designer's approval must be made by a Change Order. A Change Order may also be used to establish modifications of the Contract Documents that do not affect the Contract Price or Contract Times. 3. Work Change Directive: A Work Change Directive does not change the Contract Price or the Contract Times, but is evidence that the parties expect that the modifications ordered or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations on the Contract Price and Contract Times. If negotiations under the terms of the Contract Documents governing adjustments, expressly including Paragraphs 11.04 and 11.05 are unsuccessful, Contractor must submit a Change Proposal seeking an adjustment of the Contract Price or the Contract Times no later than 30 days after the completion of the Work set out in the Work Change Directive. 4. Field Order: Designer may require minor changes in the Work that do not change the Contract Price or Contract Times using a Field Order. OAR may issue a Field Order for non -technical, administrative issues. Submit a Change Proposal if Contractor believes that a Field Order justifies an adjustment in the Contract Price or Contract Times before proceeding with the Work described in the Field Order. B. Perform added or revised Work under the applicable provisions of the Contract Documents for the same or similar Work unless different Drawings, Specifications or directions are provided in the Modification. 11.02 Owner -Authorized Changes in the Work A. Owner may order additions, deletions, or revisions in the Work at any time as recommended by the Designer to the extent the change: 1. Involves the design as described in the Contract Documents; 2. Involves acceptance of the Work; or 3. Involves other engineering, architectural or technical matters. B. These changes may be authorized by a Modification. Proceed with the Work involved or, in the case of a deletion in the Work, immediately cease construction activities with respect to the deleted Work upon receipt of the Modification. Nothing in this paragraph obligates the Contractor to undertake Work that Contractor reasonably concludes cannot be performed in a manner consistent with Contractor's safety obligations under the Contract Documents or Laws and Regulations. 11.03 Unauthorized Changes in the Work A. Contractor is not entitled to an increase in the Contract Price or an extension of the Contract Times with respect to Work performed that is not required by the Contract Documents, except in the case of an emergency as provided in Paragraph 7.12, or in the case of uncovering Work as provided in Paragraph 16.05. General Conditions Corpus Christi Standards 007200-51 Rev 6/2021 B. Contractor is responsible for costs and time delays associated with variations from the requirements of the Contract Documents unless the variations are specifically approved by Change Order. 11.04 Change of Contract Price A. The Contract Price for authorized Work can only be changed by a Change Order. Any Change Proposal for an adjustment in the Contract Price must comply with the provisions of Paragraph 11.06. Any Claim for an adjustment of Contract Price must comply with the provisions of Article 13. B. An adjustment in the Contract Price is to be determined as follows: 1. By applying unit prices to the quantities of the items involved, subject to the provisions of Paragraph 15.03, where the Work involved is covered by unit prices in the Contract Documents; 2. By a mutually agreed lump sum where the Work involved is not covered by unit prices in the Contract Documents; or 3. Payment on the basis of the Cost of the Work determined as provided in Paragraph 15.01 plus a Contractor's fee for overhead and profit determined as provided in Paragraph 15.05 when the Work involved is not covered by unit prices in the Contract Documents and the parties do not reach a mutual agreement to a lump sum. C. The original Contract Price may not be increased by more than 25 percent or the limit set out in Texas Local Government Code 252.048 or its successor statute, whichever is greater. Owner may decrease the Work by up to 25 percent of the Contract Price. 11.05 Change of Contract Times A. The Contract Times for authorized Work can only be changed by Change Order. Any Change Proposal for an adjustment in the Contract Times must comply with the provisions of Paragraph 11.06. Any Claim for an adjustment in the Contract Times must comply with the provisions of Article 13. B. An adjustment of the Contract Times is subject to the limitations described in Paragraph 4.04. 11.06 Change Proposals A. Submit a Change Proposal in accordance with Article 12 to the OAR to: 1. Request an adjustment in the Contract Price or Contract Times; 2. Appeal an initial decision by OPT concerning the requirements of the Contract Documents or relating to the acceptability of the Work under the Contract Documents; 3. Contest a set-off against payment due; or 4. Seek other relief under the Contract Documents. General Conditions Corpus Christi Standards 007200-52 Rev 6/2021 B. Notify the OAR within 3 days if a Change Proposal is to be submitted. Submit each Change Proposal to OAR no later than 30 days after the event initiating the Change Proposal. 11.07 Execution of Change Orders A. Owner and Contractor are to execute Change Orders covering: 1. Changes in the Contract Price or Contract Times, which are agreed to by Owner and Contractor, including undisputed sums or amount of time for Work actually performed in accordance with a Work Change Directive; 2. Changes in Contract Price resulting from Owner set -offs unless the set-off has been successfully challenged by Contractor; 3. Changes in the Work which are: a. Ordered by Owner pursuant to Paragraph 11.02.A, b. Required because Defective Work was accepted under Paragraph 16.04 or Owner's correction of Defective Work under Paragraph 16.07, or c. Agreed to by the Owner and Contractor; and 4. Changes in the Contract Price or Contract Times, or other changes under Paragraph 11.06 or Article 13. B. Acceptance of a Change Order by Contractor constitutes a full accord and satisfaction for any and all claims and costs of any kind, whether direct or indirect, including but not limited to impact, delay or acceleration damages arising from the subject matter of the Change Order. Each Change Order must be specific and final as to prices and extensions of time, with no reservations or other provisions allowing for future additional money or time as a result of the particular changes identified and fully compensated in the Change Order. The execution of a Change Order by Contractor constitutes conclusive evidence of Contractor's agreement to the ordered changes in the Work. This Contract, as amended, forever releases any claim against Owner for additional time or compensation for matters relating to or arising out of or resulting from the Work included within or affected by the executed Change Order. This release applies to claims related to the cumulative impact of all Change Orders and to any claim related to the effect of a change on unchanged Work. C. All Change Orders require approval by either the City Council or Owner by administrative action. The approval process requires a minimum of 45 days after submission in final form with all supporting data. Receipt of Contractor's submission by Owner constitutes neither acceptance nor approval of a Change Order, nor a warranty that the Change Order will be authorized by City Council or administrative action. The time required for the approval process may not be considered a delay and no extensions to the Contract Times or increase in the Contract Price will be considered or granted as a result of the process. Contractor may proceed with Work if a Work Change Directive is issued. D. If the Contractor refuses to execute a Change Order that is required to be executed under the terms of this Paragraph 11.07, the Change Order is deemed to be in full force as if executed by Contractor. Contractor may file a Claim for payment and/or time, pursuant to Article 13. General Conditions Corpus Christi Standards 007200-53 Rev 6/2021 11.08 Notice to Surety A. Notify the surety of Modifications affecting the general scope of the Work, changes in the provisions of the Contract Documents, or changes in Contract Price or Contract Times. Adjust the amount of each Bond when Modifications change the Contract Price. ARTICLE 12 — CHANGE MANAGEMENT 12.01 Requests for Change Proposal A. Designer will initiate Modifications by issuing a Request for a Change Proposal (RCP). 1. Designer will prepare a description of proposed Modifications. 2. Designer will issue the Request for a Change Proposal form to Contractor. A number will be assigned to the Request for a Change Proposal when issued. 3. Return a Change Proposal in accordance with Paragraph 12.02 to the Designer for evaluation by the OPT. 12.02 Change Proposals A. Submit a Change Proposal (CP) to the Designer for Contractor initiated changes in the Contract Documents or in response to a Request for Change Proposal. A Change Proposal must be submitted to the OAR no later than 30 days after the event initiating the Change Proposal. 1. Use the Change Proposal form provided. 2. Assign a number to the Change Proposal when issued. 3. Include with the Change Proposal: a. A complete description of the proposed Modification if Contractor initiated or proposed changes to the OPT's description of the proposed Modification. b. The reason the Modification is requested, if not in response to a Request for a Change Proposal. c. A detailed breakdown of the cost of the change if the Modification requires a change in Contract Price. The itemized breakdown is to include: 1) List of materials and equipment to be installed; 2) Man hours for classification; 3) Equipment used in construction; 4) Consumable supplies, fuels, and materials; 5) Royalties and patent fees; 6) Bonds and insurance; 7) Overhead and profit; 8) Field office costs; and 9) Other items of cost. General Conditions Corpus Christi Standards 007200-54 Rev 6/2021 d. Provide the level of detail outlined in the paragraph above for each Subcontractor or Supplier actually performing the Work if Work is to be provided by a Subcontractor or Supplier. Indicate appropriate Contractor mark-ups for Work provided through Subcontractors and Suppliers. Provide the level of detail outline in the paragraph above for self -performed Work. e. Submit Change Proposals that comply with Article 15 for Cost of Work. f. Provide a revised schedule. Show the effect of the change on the Project Schedule and the Contract Times. B. Submit a Change Proposal to the OAR to request a Field Order. C. A Change Proposal is required for all substitutions or deviations from the Contract Documents. D. Request changes to products in accordance with Article 25. 12.03 Designer Will Evaluate Request for Modification A. OAR is to advise OPT regarding the Change Proposal. OPT is to review each Change Proposal and Contractor's supporting data, and within 30 days after receipt of the documents, direct the OAR to either approve or deny the Change Proposal in whole or in part. OAR is to issue a Change Order for an approved Change Proposal. The Contractor may deem the Change Proposal to be denied if OAR does not take action on the Change Proposal within 30 days and start the time for appeal of the denial under Article 13. 1. Change Orders and Contract Amendments will be sent to the Contractor for execution with a copy to the Owner recommending approval. A Work Change Directive may be issued if Work needs to progress before the Change Order or Contract Amendment can be authorized by the Owner. 2. Work Change Directives, Change Orders, and Contract Amendments can only be approved by the Owner. a. Work performed on the Change Proposal prior to receiving a Work Change Directive or approval of the Change Order or Contract Amendment is performed at the Contractor's risk. b. No payment will be made for Work on Change Orders or Contract Amendments until approved by the Owner. B. The Contractor may be informed that the Request for a Change Proposal is not approved and construction is to proceed in accordance with the Contract Documents. 12.04 Substitutions A. The products of the listed Suppliers are to be furnished where Specifications list several manufacturers but do not specifically list "or equal" or "or approved equal" products. Use of any products other than those specifically listed is a substitution. Follow these procedures for a substitution. B. Substitutions are defined as any product that the Contractor proposes to provide for the Project in lieu of the specified product. Submit a Change Proposal per Paragraph 12.02 along with a Shop Drawing as required by Article 25 to request approval of a substitution. General Conditions Corpus Christi Standards 007200-55 Rev 6/2021 C. Prove that the product is acceptable as a substitute. It is not the Designer's responsibility to prove the product is not acceptable as a substitute. 1. Indicate on a point by point basis for each specified feature that the product is acceptable to meet the intent of the Contract Documents requirements. 2. Make a direct comparison with the specified Suppliers published data sheets and available information. Provide this printed material with the documents submitted. 3. The decision of the Designer regarding the acceptability of the proposed substitute product is final. D. Provide a written certification that, in making the substitution request, the Contractor: 1. Has determined that the substituted product will perform in substantially the same manner and result in the same ability to meet the specified performance as the specified product. 2. Will provide the same warranties and/or bonds for the substituted product as specified or as would be provided by the manufacturer of the specified product. 3. Will assume all responsibility to coordinate any modifications that may be necessary to incorporate the substituted product into the Project and will waive all claims for additional Work which may be necessary to incorporate the substituted product into the Project which may subsequently become apparent. 4. Will maintain the same time schedule as for the specified product. E. Pay for review of substitutions in accordance with Article 25. ARTICLE 13 — CLAIMS 13.01 Claims A. Follow the Claims process described in this Article for the following disputes between Owner and Contractor: 1. Seeking an adjustment of Contract Price or Contract Times; 2. Contesting an initial decision by OAR concerning the requirements of the Contract Documents or the acceptability of Work under the Contract Documents; 3. Appealing OAR's decision regarding a Change Proposal; 4. Seeking resolution of a contractual issue that OAR has declined to address; or 5. Seeking other relief with respect to the terms of the Contract. B. Contractor shall be entitled to an extension of Contract Time for delays or disruptions due to unusually severe weather in excess of weather normally experienced at the job site, as determined from climatological data set forth by the National Weather Service and which affects the Project's critical path. Contractor shall bear the entire economic risk of all weather delays and disruptions. Contractor shall not be entitled to any increase in the Contract Price by reason of such delays or disruptions. Upon Contractor reaching Substantial Completion, Owner and Contractor shall look back at the entire duration of the calendar day Project and review the totality of what Contractor claims were unusually severe weather disruptions. If the Project was delayed or disrupted due to unusually severe weather in General Conditions Corpus Christi Standards 007200-56 Rev 6/2021 excess of weather normally experienced over the entire duration of the Project, Contractor may make a Claim for an extension of the Contract Time for delays or disruptions due to unusually severe weather in excess of weather normally experienced at the job site, as determined from climatological data set forth by the National Weather Service and which affects the Project's critical path. Any time extension granted shall be non -compensatory. 13.02 Claims Process A. Claims must be initiated by written notice. Notice must conspicuously state that it is a notice of a Claim in the subject line or first sentence. Notice must also list the date of first occurrence of the claimed event. B. Except for Claims resulting from unusually severe weather, notice of a Claim by Contractor must be in writing and delivered to the Owner, Designer and the OAR within 14 days after the start of the event giving rise to the Claim. Failure by Contractor to submit written notice of a Claim within 14 days shall constitute a waiver of such Claim. C. Submit the complete Claim with supporting documentation to Owner no later than 60 days after the start of the event giving rise to the Claim (unless Designer allows additional time for claimant to submit additional or more accurate data in support of such Claim). The Claim must be signed and sworn to by Contractor, certifying that the Claim is made in good faith, that the supporting data is accurate and complete, and that to the best of Contractor's knowledge and belief, the relief requested accurately reflects the full compensation to which Contractor is entitled. Failure by Contractor to submit the Claim within 60 days shall constitute a waiver of such Claim. D. Any Claims by Contractor that are not brought within 90 days following the termination of the Contract are waived and shall be automatically deemed denied. E. Claims by Owner must be submitted by written notice to Contractor. F. The responsibility to substantiate a Claim rests with the entity making the Claim. Claims must contain sufficient detail to allow the other party to fully review the Claim. 1. Claims seeking an adjustment of Contract Price must include the Contractor's job cost report. Provide additional documentation as requested by OAR or Designer. 2. Claims seeking an adjustment of Contract Time must include a Time Impact Analysis and native schedule files in Primavera or MS Project digital format. Provide additional documentation as requested by OAR or Designer. G. Claims by Contractor against Owner and Claims by Owner against Contractor, including those alleging an error or omission by Designer but excluding those arising under Section 7.12, shall be referred initially to Designer for consideration and recommendation. H. Designer will review a Claim by Contractor within 30 days of receipt of the Claim and take one or more of the following actions: 1. Request additional supporting data from the party who made the Claim; 2. Issue a recommendation; 3. Suggest a compromise; or General Conditions Corpus Christi Standards 007200-57 Rev 6/2021 4. Advise the parties that Designer is not able to make a recommendation due to insufficient information or a conflict of interest. I. If the Designer does not take any action, the Claim shall be deemed denied 30 days after receipt of the Claim. J. Following receipt of Designer's initial recommendation regarding a Claim, the Contractor and the Owner shall seek to resolve the Claim through the exchange of information and direct negotiations. If no agreement is reached within 90 days, the Claim shall be deemed denied. The Owner and Contractor may extend the time for resolving the Claim by mutual agreement. Notify OAR of any actions taken on a Claim. K. If the entity receiving a Claim approves the Claim in whole or in part or denies it in whole or in part, this action is final and binding unless the other entity invokes the procedure described in Article 22 for final resolution of disputes by filing a notice of appeal within 30 days after this action. L. If the Owner and Contractor reach a mutual agreement regarding a Claim, the results of the agreement or action on the Claim will be incorporated in a Change Order by the OAR to the extent they affect the Contract Documents, the Contract Price, or the Contract Times. M. Both parties shall continue to perform all obligations under the Agreement during the pendency of any dispute or disagreement relating to this Agreement, unless performance would be impracticable or impossible under the circumstances. N. Any failure of Contractor to comply with any of the foregoing conditions precedent with regard to any such Claim shall constitute a waiver of any entitlement to submit or pursue such Claim. O. Receipt and review of a Claim by City shall not be construed as a waiver of any defenses to the Claim available to the City under the Contract Documents or at law. ARTICLE 14 — PREVAILING WAGE RATE REQUIREMENTS 14.01 Payment of Prevailing Wage Rates A. Contractor and any Subcontractors employed on this Project shall pay not less than the rates established by the Owner as required by Texas Government Code Chapter 2258. B. Contractor and its Subcontractors are required to pay Davis -Bacon Wage Rates. C. Contractor and its Subcontractors are required to pay laborers and mechanics an overtime rate of not less than one and one-half times the basic rate for all hours worked in excess of forty hours in a given workweek. 14.02 Records A. In accordance with Tex. Gov't Code §2258.024, the Contractor and its Subcontractors, if any, shall keep a record showing: 1. The name and occupation of each worker employed by the Contractor or Subcontractor in the construction of the Work; and 2. The actual per diem wages paid to each worker. General Conditions Corpus Christi Standards 007200-58 Rev 6/2021 B. The record shall be open at all reasonable hours to inspection by the officers and agents of the Owner. 14.03 Liability; Penalty; Criminal Offense A. Tex. Gov't Code §2258.003 — Liability: An officer, agent, or employee of the Owner is not liable in a civil action for any act or omission implementing or enforcing Chapter 2258 unless the action was made in bad faith. B. Tex. Gov't Code §2258.023(b) — Penalty: Any Contractor or Subcontractor who violates the requirements of Chapter 2258, shall pay to the Owner, on whose behalf the Contract is made, $60 for each worker employed on each calendar day or part of the day that the worker is paid less than the wage rates stipulated in the Contract. C. Tex. Gov't Code §2258.058— Criminal Offense: 1. An officer, agent, or representative of the Owner commits an offense if the person willfully violates or does not comply with a provision of Chapter 2258. 2. Any Contractor or Subcontractor, or an agent or representative of the Contractor or Subcontractor, commits an offense if the person violates Tex. Gov't Code §2258.024. 3. An offense is punishable by: a. A fine not to exceed $500; b. Confinement in jail for a term not to exceed 6 months; or c. Both a fine and confinement. 14.04 Prevailing Wage Rates A. Use the Prevailing Wage Rates specified in the Supplementary Conditions. ARTICLE 15 — COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK 15.01 Cost of the Work A. The Cost of the Work is the sum of costs described in this Paragraph 15.01, except those excluded in Paragraph 15.01.D, necessary for the proper performance of the Work. The provisions of this Paragraph 15.01 are used for two distinct purposes: 1. To determine Cost of the Work when Cost of the Work is a component of the Contract Price under cost-plus, time -and -materials, or other cost -based terms; or 2. To determine the value of a Change Order, Change Proposal, Claim, set-off, or other adjustment in Contract Price. B. Contractor is entitled only to those additional or incremental costs required because of the change in the Work or because of the event giving rise to the adjustment when the value of the adjustment is determined on the basis of the Cost of the Work. General Conditions Corpus Christi Standards 007200-59 Rev 6/2021 C. Costs included in the Cost of the Work may not exceed the prevailing costs in the proximate area of the Site for similar work unless agreed to by the Owner. Cost of the Work includes only the following items: 1. Payroll costs for Contractor's employees performing the Work, including one foreman per crew, and other required and agreed upon personnel for the time they are employed on the Work. Employees are to be paid according to wage rates for job classifications as agreed to by Owner. Where the Cost of the Work is being used under provisions of Paragraph 15.01.A.2, rates paid for this Work are to be the same as paid for Contract Work as established by certified payroll. Payroll costs may include: a. Actual costs paid for salaries and wages; b. Actual cost paid for fringe benefits, which may include: 1) Social security contributions, 2) Unemployment, 3) Excise and payroll taxes, 4) Workers' compensation, 5) Health and retirement benefits, 6) Bonuses, and 7) Paid time off for sick leave, vacations, and holidays; and c. Actual cost of additional compensation paid for performing Work outside of regular working hours, on Sunday or legal holidays, to the extent authorized by Owner. 2. Cost of materials and equipment furnished and incorporated in the Work, including transportation and storage costs and required Suppliers' field services. Contractor may retain cash discounts unless Owner provided funds to the Contractor for early payment of these materials and equipment. Cash discounts are to be credited to Owner if the Owner provides funds for early payment. Make provisions for trade discounts, rebates, refunds, and returns from sale of surplus materials and equipment and reduce the Cost of the Work by these amounts. 3. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. Obtain competitive bids from Subcontractors acceptable to Owner unless Owner agrees to use Subcontractors proposed by the Contractor. Bids are to be opened in the presence of the OAR and other designated members for the OPT. Provide copies of bids to the OAR to use in determining, with the OPT, which bids are acceptable. The Subcontractor's Cost of the Work and fee are determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 15.01 if the subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee. 4. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work; b. Costs of materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site including transportation and maintenance costs; General Conditions Corpus Christi Standards 007200-60 Rev 6/2021 c. Costs of hand tools not owned by the workers consumed in the performance of the Work. Costs of hand tools not owned by the workers which are used but not consumed in the performance of the Work and which remain the property of Contractor, less their market value when Work is completed; d. For Contractor- and Subcontractor -owned machinery, trucks, power tools or other equipment, use the FHWA rental rates found in the Rental Rate Blue Book ("Blue Book") multiplied by the regional adjustment factor and the rate adjustment factor to establish hourly rates. Use the rates in effect for each section of the Blue Book at the time of use. Payment will be made for the actual hours used in the Work. 1) Standby costs will be paid at 50% of the FHWA rental rates found in the Blue Book if Contractor is directed by Owner in writing to standby. Standby costs will not be allowed during periods when the equipment would otherwise have been idle. For a six -day work week, no more than eight hours per a 24-hour day, no more than 48 hours per week and no more than 208 hours per month shall be paid of standby time. Operating costs shall not be charged by Contractor. e. Rental of construction equipment, including the costs of transporting, loading, unloading, assembling, dismantling, and removing construction equipment, whether rented from Contractor or others, in accordance with rental agreements approved by Owner. Costs for rental of equipment will not be paid when the equipment is no longer necessary for the Work. Justify idle time for equipment by demonstrating that it was necessary to keep equipment on Site for related future Work; 1) The hourly rate shall be determined by dividing the actual invoice cost by the actual number of hours the equipment is involved in the Work. Owner reserves the right to limit the hourly rate to comparable Blue Book rates. 2) If Contractor is directed to standby in writing by Owner, standby costs will be paid at the invoice daily rate excluding operating costs, which includes fuel, lubricants, repairs and servicing. f. Applicable sales, consumer, use, and other similar taxes related to the Work for which the Owner is not exempt, and which Contractor pays consistent with Laws and Regulations; g. Deposits lost for causes other than negligence of Contractor's Team; h. Royalty payments and fees for permits and licenses; i. Cost of additional utilities, fuel, and sanitary facilities at the Site; j. Minor expense items directly required by the Work; and k. Premiums for Bonds and insurance required by the Contract Documents. D. The Cost of the Work does not include the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals of partnerships and sole proprietorships, general managers, safety managers, superintendents, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, clerks, and other personnel employed General Conditions Corpus Christi Standards 007200-61 Rev 6/2021 by Contractor, whether at the Site or in Contractor's principal or branch office, for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 15.01.C.1 or specifically covered by Paragraph 15.01.C.4. These administrative costs are covered by the Contractor's fee. 2. Office expenses other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the actions of Contractor's Team for the correction of Defective Work, disposal of materials or equipment that do not comply with Specifications, and correcting damage to property. 5. Losses, damages, and related expenses caused by damage to the Work or sustained by Contractor in connection with the performance of the Work. Contractor is entitled to recover costs if covered by insurance provided in accordance with Article 6. Such losses may include settlements made with the approval of Owner. Do not include these losses, damages, and expenses in the Cost of the Work when determining Contractor's fee. 6. Any Indemnified Cost paid with regard to Contractor's indemnification of Owner. 7. Other overhead or general expense costs and the costs of items not described in Paragraphs 15.01.C. E. The Contractor's fee for profit and overhead is determined as follows: 1. In accordance with the Agreement when the Work is performed on a cost-plus basis; 2. A mutually acceptable fixed fee; or 3. A fee based on the following percentages of the various portions of the Cost of the Work: a. The Contractor's fee is 15 percent for costs incurred under Paragraphs 15.01.C.1, 15.01.C.2 and 15.01.C.4; b. The Contractor's fee is 5 percent for costs incurred under Paragraph 15.01.C.3; c. Fees are to be determined as follows where one or more tiers of subcontracts are used: 1) The Subcontractor's fee is 15 percent for costs incurred under Paragraphs 15.01.C.1 and 15.01.C.2 for the Subcontractor that actually performs the Work at whatever tier; 2) The Subcontractor's fee is 5 percent for costs incurred under Paragraph 15.01.C.4 for the Subcontractor that actually performs the Work at whatever tier; and 3) The Contractor and Subcontractors of a tier higher than that of the Subcontractor that actually performs the Work are to be allowed a fee of 5 percent of the fee plus underlying costs incurred by the next lower tier Subcontractor. d. No fee is payable on the basis of costs itemized under Paragraph 15.01.D; General Conditions Corpus Christi Standards 007200-62 Rev 6/2021 e. Five percent of the net decrease in the cost is to be deducted for changes which result in a net decrease in Contract Price; and 4. The adjustment in Contractor's fee is based on the net change in accordance with Paragraphs 15.05.B.1 through 15.05.6.5, inclusive when both additions and credits are involved in any one change. F. Establish and maintain records in accordance with generally accepted accounting practices and submit these records, including an itemized cost breakdown together with supporting data, in a form and at intervals acceptable to OAR whenever the Cost of the Work is to be determined pursuant to this Paragraph 15.01. 15.02 Allowances A. Include allowances specified in the Contract Documents in the Contract Price and provide Work covered by the allowance as authorized by the Owner through the OAR. B. Contractor agrees that: 1. The cash allowance is used to compensate the Contractor for the cost of furnishing materials and equipment for the Work covered by the allowance item in the Contract Documents. Cost may include applicable taxes. Make provisions for trade discounts, rebates, and refunds and reduce the allowance costs by these amounts. 2. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the cash allowances have been included in the Contract Price and not in the allowances; and 3. Costs for cash allowances and installation costs as described in Paragraphs 15.02.B.1 and 15.02.6.2 above are included in the Contract Price. C. OAR will issue a Change Order to adjust the Contract Price by the difference between the allowance amount and the actual amount paid by Contractor for Work covered by the allowance. The Change Order will be issued at the time costs are incurred by Contractor for Work covered by the allowance and this Work is included on the Application for Payment. 15.03 Unit Price Work A. The initial Contract Price for Unit Price Work is equal to the sum of the unit price line items in the Agreement. Each unit price line item amount is equal to the product of the unit price for each line item times the estimated quantity of each item as indicated in the Contract. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparing Bids and determining an initial Contract Price. Payments to Contractor for Unit Price Work are to be based on actual quantities measured for Work in place. C. Each unit price is deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. D. OAR is to determine the actual quantities and classifications of Unit Price Work performed by Contractor to be incorporated into each Application for Payment. OAR's decision on actual quantities is final and binding, subject to the provisions of Paragraph 15.03.E. General Conditions Corpus Christi Standards 007200-63 Rev 6/2021 E. Contractor may submit a Change Proposal, or Owner may file a Claim, seeking an adjustment in the Contract Price within 30 days of OAR's decision under Paragraph 15.03.D, if: 1. The total cost of a particular item of Unit Price Work amounts to 20 percent or more of the total Contract Price and the variation in the quantity of that particular item of Unit Price Work performed by the Contractor differs by more than 20 percent from the estimated quantity of an item indicated in the Contract; 2. There is no corresponding adjustment with respect to other items of Work; and 3. Contractor believes it has incurred additional expense as a result of this condition or Owner believes that the quantity variation entitles Owner to an adjustment in the Contract Price. 15.04 Contingencies A. Contingency funds may be included in the Contract Price to pay for Work not defined specifically by the Contract Documents that is essential to the completion of the Project. Contingency funds will be as described in the Contract. B. The contingency funds may be used for costs incurred by the Contractor provided these costs are approved by the Owner. Costs are to be determined and documented in accordance with Paragraph 15.01. The contingency funds are not to be used for the following items: 1. Cost overruns due to changes in material costs after the Contract Price is established, unless specific price escalation provisions are made in the Contract. 2. Rework required to correct Defective Work. 3. Inefficiencies in completing the Work due to the Contractor's selected means, methods, sequences, or procedures of construction. 4. Work Contractor failed to include in the Contract Price. 5. Changes required by changes in Laws and Regulations enacted after the Contract Price is established. 6. Any Work that does not constitute a change in Scope in the Work included in the Contract Price. C. OAR is to issue a Change Order for approved expenditures from contingency funds. When the Change Order is issued, the costs are to be added to the Application for Payment. Contractor is to maintain a tabulation showing the contingency amount, adjustments to the contingency amount, and amounts remaining as the Project progresses. D. Any contingency amounts that are not included in a Change Order are retained by the Owner. A Change Order will be issued to deduct unused contingency amounts from the Contract Price prior to Final Payment. General Conditions Corpus Christi Standards 007200-64 Rev 6/2021 ARTICLE 16 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL, OR ACCEPTANCE OF DEFECTIVE WORK 16.01 Access to Work A. Provide safe access to the Site and the Work for the observation, inspection, and testing of the Work in progress. Contractor can require compliance with Contractor's safety procedures and programs as part of providing safe access. 16.02 Tests, Inspections and Approvals A. OPT may retain and pay for the services of an independent inspector, testing laboratory, or other qualified individual or entity to perform inspections. Notify OAR when the Work is ready for required inspections and tests. Provide adequate notice to allow for coordination with entities providing inspection or testing as determined by the OAR. Cooperate with inspection and testing personnel and assist with providing access for required inspections, tests, and handling test specimens or Samples. B. Arrange for and facilitate inspections, tests, and approvals required by Laws or Regulations of governmental entities having jurisdiction that require Work to be inspected, tested, or approved by an employee or other representative of that entity. Pay associated costs and furnish OAR with the required certificates of inspection or approval. C. Arrange, obtain, and pay for inspections and tests required: 1. By the Contract Documents, unless the Contract Documents expressly allocate responsibility for a specific inspection or test to OPT; 2. To attain OPT's acceptance of materials or equipment to be incorporated in the Work; 3. By manufacturers of equipment furnished under the Contract Documents; 4. For testing, adjusting, and balancing of mechanical, electrical, and other equipment to be incorporated into the Work; 5. For acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work; 6. For re -inspecting or retesting Defective Work, including any associated costs incurred by the testing laboratory for cancelled tests or standby time; and 7. For retesting due to failed tests. D. Provide independent inspectors, testing laboratories, or other qualified individuals or entities acceptable to OPT to provide these inspections and tests. 16.03 Defective Work A. It is Contractor's obligation to ensure that the Work is not Defective. B. OPT has the authority to determine whether Work is Defective and to reject Defective Work. C. OAR is to notify Contractor of Defective Work of which OPT has actual knowledge. D. Promptly correct Defective Work. E. Take no action that would void or otherwise impair Owner's special warranties or guarantees when correcting Defective Work. General Conditions Corpus Christi Standards 007200-65 Rev 6/2021 F. Pay claims, costs, losses, and damages arising out of or relating to Defective Work, including: 1. Costs for correction, removal, and replacement of Defective Work; 2. Cost of the inspection and testing related to correction of Defective Work; 3. Fines levied against Owner by governmental authorities because of Defective Work; and 4. Costs of repair or replacement of work of others resulting from Defective Work. 16.04 Acceptance of Defective Work A. Owner may elect to accept Defective Work instead of requiring correction or removal and replacement of Defective Work provided: 1. This acceptance occurs prior to final payment; 2. Designer confirms that the Defective Work is in general accordance with the design intent and applicable engineering or architectural principles; and 3. Designer confirms that acceptance of the Defective Work does not endanger public health or safety. B. Owner may impose a reasonable set-off against payments due under Article 17 for costs associated with OPT's evaluation of Defective Work to determine if it can be accepted and to determine the diminished value of the Work. Owner may impose a reasonable set-off against payments due under Article 17 if the parties are unable to agree as to the decrease in the Contract Price to compensate Owner for the diminished value of Defective Work accepted. OAR is to issue a Modification for acceptance of the Defective Work prior to final payment. Pay an appropriate amount to Owner if the acceptance of Defective Work occurs after final payment. 16.05 Uncovering Work A. OPT has the authority to require inspection or testing of the Work, whether or not the Work is fabricated, installed or completed. B. Work that is covered prior to approval of the OAR must be uncovered for OPT's observation if requested by OAR. Pay for uncovering Work and its subsequent restoration unless Contractor has given OAR timely notice of Contractor's intention to cover the Work and OAR fails to act with reasonable promptness in response to this notice. C. Provide necessary labor, material, and equipment and uncover, expose, or otherwise make available the portion of the Work suspected of being Defective for observation, inspection, or testing if OPT considers it necessary or advisable that covered Work be observed by Designer or inspected or tested by others as directed by the OAR. 1. Pay for claims, costs, losses, and damages associated with uncovering, exposing, observing, inspecting, and testing if it is found that the uncovered Work is Defective. Pay costs for correction of Defective Work. Pay for reconstruction, repair, or replacement of work of others resulting from the Defective Work if it is found that the uncovered Work is Defective. General Conditions Corpus Christi Standards 007200-66 Rev 6/2021 16.06 Owner May Stop the Work A. Owner may order Contractor to stop the Work if: 1. The Work is Defective; 2. Contractor fails to supply sufficient skilled workers or suitable materials or equipment; or 3. Contractor performs Work that may fail to conform to the Contract Documents when completed. This stop work order is to remain in effect until the reason for the stop work order has been eliminated. Owner's right to stop the Work does not create a duty to exercise this right for the benefit of Contractor's Team or surety. 16.07 Owner May Correct Defective Work A. Owner may remedy deficiencies in the Work after 7 days' notice to Contractor if: 1. Contractor fails to correct Defective Work, or to remove and replace rejected Work as required by OPT; 2. Contractor fails to perform the Work in accordance with the Contract Documents; or 3. Contractor fails to comply with other provisions of the Contract Documents. B. Owner may: 1. Exclude Contractor from the Site; 2. Take possession of the Work and suspend Contractor's services related to the Work; and 3. Incorporate stored materials and equipment in the Work. C. Allow OPT access to the Site and off -Site storage areas to enable Owner to exercise the rights and remedies under this Paragraph 16.07. D. All claims, costs, losses, and damages incurred or sustained by Owner in exercising the rights and remedies under this Paragraph 16.07 are to be charged against Contractor as a set-off against payments due under Article 17. These claims, costs, losses, and damages include costs of repair and the cost of replacement of work of others destroyed or damaged by correction, removal, or replacement of Contractor's Defective Work. E. Contractor is not allowed an extension of the Contract Times because of delays in the performance of the Work attributable to the exercise of the Owner's rights and remedies under this Paragraph 16.07. ARTICLE 17 — PAYMENTS TO CONTRACTOR; SET -OFFS; COMPLETION; CORRECTION PERIOD 17.01 Progress Payments A. Progress payment requests are to be submitted to the OAR on the Application for Payment form provided by the OAR following procedures in this Article 17. General Conditions Corpus Christi Standards 007200-67 Rev 6/2021 j• 1. Progress payments for lump sum Work are to be paid on the basis of the earned value to date at the amounts shown in the Schedule of Values submitted as required by Paragraph 17.03. Final payment will be for the total lump sum amount. 2. Progress payments for Unit Price Work are based on the number of units completed as determined under the provisions of Paragraph 15.03. 3. Progress payments for Work to be paid on the basis of the Cost of the Work per Paragraphs 15.01, 15.02 and 15.04 are to be paid for Work completed by Contractor during the pay period. B. Reduction in Payment by Owner: 1. Owner is entitled to impose a set-off against payment based on the following: a. Claims made against Owner or costs, losses, or damages incurred by Owner related to: 1) Contractor's conduct in the performance of the Work, including, but not limited to, workplace injuries, non-compliance with Laws and Regulations, or patent infringement; or 2) Contractor's failure to take reasonable and customary measures to avoid damage, delay, disruption, and interference with other work at or adjacent to the Site, including but not limited to, workplace injuries, property damage, and non-compliance with Laws and Regulations. b. Owner has been required to remove or remediate a Hazardous Environmental Condition for which Contractor is responsible; c. Work is Defective, or completed Work has been damaged by Contractor's Team, requiring correction or replacement; d. Owner has been required to correct Defective Work or complete Work in accordance with Paragraph 16.07; e. The Contract Price has been reduced by Change Orders; f. Events have occurred that would constitute a default by Contractor justifying a termination for cause; Liquidated damages have accrued as a result of Contractor's failure to achieve Milestones, Substantial Completion, or completion of the Work; h. Liens have been filed in connection with the Work, except where Contractor has delivered a specific Bond satisfactory to Owner to secure the satisfaction and discharge of these Liens; g• i. Failure to submit up-to-date record documents as required by the Contract Documents; Failure to submit monthly Progress Schedule updates or revised schedules as requested by the OAR; k. Failure to provide Project photographs required by the Contract Documents; I. Failure to provide Certified Payroll required by the Contract Documents; General Conditions Corpus Christi Standards 007200-68 Rev 6/2021 m. Compensation for OPT for overtime charges of OAR or RPR, third review of documents, review of substitutions, re -inspection fees, inspections or designs related to correction of Defective Work, or other services identified as requiring payment by the Contractor; n. Costs for tests performed by the Owner to verify that Work previously tested and found to be Defective has been corrected; o. OPT has actual knowledge of the occurrence of events that would constitute a default by Contractor and therefore justify termination for cause under the Contract Documents with associated cost impacts; p. Other items entitling Owner to a set-off against the amount recommended; or q• Payment would result in an over -payment of the Contract Price. 2. Compensation for services of OPT staff is to be at the rates established by negotiations between OPT and Contractor. 3. OAR is to notify Contractor stating the amount and the reasons for an imposed set-off. The Owner is to pay the Contractor amounts remaining after deduction of the set-off. Owner is to pay the set-off amount agreed to by Owner and Contractor if Contractor remedies the reasons for the set-off. Contractor may submit a Change Proposal contesting the set-off. C. Delayed Payments: 1. No money shall be paid by Owner upon any claim, debt, demand, or account whatsoever, to any person, firm, or corporation who is in arrears to Owner for taxes; and Owner shall be entitled to counterclaim and automatically offset against any such debt, claim, demand, or account in the amount of taxes so in arrears and no assignment or transfer of such debt, claim, demand, or account after said taxes are due, shall affect the right of Owner to offset said taxes, and associated penalties and interest if applicable, against the same. 2. No payment will be made for Work authorized by a Work Change Directive until the Work Change Directive is incorporated into a Change Order. Payment can be included in an Application for payment when the Change Order is approved. D. The Owner is to pay the amount of payment recommended by the OAR within 30 days after receipt of the Application for Payment and accompanying documentation from the OAR. 17.02 Application for Payment A. Submit Applications for Payment for completed Work and for materials and equipment in accordance with the Supplementary Conditions, the Agreement, and this Article 17. The Contract Price is to include costs for: 1. Providing the Work in accordance with the Contract Documents; 2. Installing Owner furnished equipment and materials; 3. Providing Work for Alternates and Allowances; 4. Commissioning, start-up, training and initial maintenance and operation; 5. Acceptance testing in manufacturer's facilities or on Site; General Conditions Corpus Christi Standards 007200-69 Rev 6/2021 6. All home office overhead costs and expenses, including profit made directly or indirectly for the Project; 7. Project management, Contract administration, field office, and field operations staff, including supervision, clerical support, and technology system support; 8. Professional services including design fees, legal fees, and other professional services; 9. Bonds and insurance; 10. Permits, licenses, patent fees, and royalties; 11. Taxes; 12. Providing all documents and Samples required by the Contract Documents; 13. Facilities and equipment at the Site including: a. Field offices, office furnishings, and all related office supplies, software, and equipment, b. Storage facilities for Contractor's use, storage facilities for stored materials and equipment, including spare parts storage, c. Shops, physical plant, construction equipment, small tools, vehicles, technology and telecommunications equipment, d. Safety equipment and facilities to provide safe access and working conditions for workers and for others working at the Site, e. Temporary facilities for power and communications, f. Potable water and sanitation facilities, and g. Mobilization and demobilization for all of these facilities and equipment; 14. Products, materials, and equipment stored at the Site or other suitable location; 15. Products, materials, and equipment permanently incorporated into the Project; 16. Temporary facilities for managing water, including facilities for pumping, storage, and treatment as required for construction and protection of the environment; 17. Temporary facilities for managing environment conditions and Constituents of Concern; 18. Temporary facilities such as sheeting, shoring, bracing, formwork, embankments, storage facilities, working areas, and other facilities required for construction of the Project; 19. Temporary and permanent facilities for protection of all overhead, surface, or underground structures or features; 20. Temporary and permanent facilities for removal, relocation, or replacement of any overhead, surface, or underground structures or features; 21. Products, materials, and equipment consumed during the construction of the Project; 22. Contractor labor and supervision to complete the Project, including that provided through Subcontractors or Suppliers; General Conditions Corpus Christi Standards 007200-70 Rev 6/2021 23. Correcting Defective Work during the Contract Times, during the Correction Period, or as required to meet any warranty provision of the Contract Documents; 24. Risk associated with weather and environmental conditions, start-up, and initial operation of facilities including equipment, processes, and systems; 25. Contractor's safety programs, including management, administration, and training; 26. Maintenance of facilities, including equipment, processes, and systems until operation is transferred to Owner; 27. Providing warranties, extended or special warranties, or extended service agreements; 28. Cleanup and disposal of any and all surplus materials; and 29. Demobilization of all physical, temporary facilities not incorporated into the Project. B. Include the cost not specifically set forth as an individual payment item but required to provide a complete and functional system in the Contract Price. C. Provide written approval of the surety company providing Bonds for the Schedule of Values, Application for Payment form, and method of payment prior to submitting the first Application for Payment. Payment will not be made without this approval. D. OAR may withhold processing Applications for Payment if any of the following processes or documentation are not up to date: 1. Record Documents per Article 20. 2. Progress Schedule per Article 27. 3. Project photographs per Article 28. 4. Documentation required to comply with Owner's Minority / MBE / DBE Participation Policy. 5. Documentation required to substantiate any approved Project deviation, including overruns of Designer's estimated quantity. 6. Documentation required by funding agency, if applicable. 17.03 Schedule of Values A. Submit a detailed Schedule of Values for the Work at least 10 days prior to submitting the first Application for Payment. B. Submit the Schedule of Values in the form attached to the Application for Payment - Tabulation of Earned Value of Original Contract Performed. C. Do not submit an Application for Payment until the Schedule of Values has been approved by the OAR. D. If unit prices are included in the Contract, use each unit price line item in the Contract as a unit price line item in the Schedule of Values. E. Divide lump sum line items, including Subcontractor and Supplier amounts in the Schedule of Values into smaller components to allow more accurate determination of the earned value for each item. General Conditions Corpus Christi Standards 007200-71 Rev 6/2021 1. Provide adequate detail to allow a more accurate determination of the earned value expressed as a percentage of Work completed for each item. 2. Line items may not exceed $50,000.00, unless they are for products, materials or equipment permanently incorporated into the Project that cannot be subdivided into units or subassemblies. 3. Lump sum items may be divided into an estimated number of units to determine earned value. a. The estimated number of units times the cost per unit must equal the lump sum amount for that line item. b. Contractor will receive payment for the lump sum for the line item, regardless of the number of units installed, unless an adjustment is made by Change Order. 4. Include Contractor's overhead and profit in each line item in proportion to the value of the line item to the Contract Price. 5. Include the cost not specifically set forth as an individual payment item but required to provide a complete and functional system in the Contract Price for each item. 6. These line items may be used to establish the value of Work to be added or deleted from the Project. 7. The sum of all values listed in the schedule must equal the total Contract Price. F. Subdivide each line item in the Schedule of Values into two payment components. The first component is the direct cost for products, materials, and equipment permanently incorporated into the Project. The second component is all other costs associated with the item in the Contract. The sum of the two components must equal the value of the line item in the Schedule of Values. G. Where a percentage of the line value is allowed for a specified stage of completion, show the value for each stage of completion as a component of that line item cost. 17.04 Schedule of Anticipated Payments and Earned Value A. Submit a schedule of the anticipated Application for Payments showing the application numbers, submission dates, and the anticipated amount to be requested. Incorporate retainage into the development of this schedule of anticipated payments. B. Submit a tabulation of the anticipated Total Earned Value of Fees, Work, and Materials to create a graphic (curve) representation of the anticipated progress on the Project each month. Adjust this table and curve to incorporate Modifications. Use this curve to compare actual progress on the Project each month by comparing the anticipated cumulative Total Earned Value of Fees, Work, and Materials to the actual Total Earned Value of Fees, Work, and Materials each month. Use the comparison of values to determine performance on budget and schedule. C. Update the Schedule of Payments as necessary to provide a reasonably accurate indication of the funds required to make payments each month to the Contractor for Work performed. General Conditions Corpus Christi Standards 007200-72 Rev 6/2021 17.05 Basis for Payments A. Lump Sum Contracts: 1. Payment will be made for the earned value of Work completed during the payment period expressed as a percentage of Work completed for each line item during the payment period per the Contract Documents. 2. Payment amount is the value of Work completed per the Contract Documents multiplied by the percentage of Work completed. 3. Payment for lump sum items divided into an estimated number of units to determine earned value per Paragraph 17.03 will be made for the measured number of units. 4. Payment for stored materials and equipment will be made per Paragraph 17.06. B. Unit Price Contracts: 1. Payment will be made for the actual quantity of Work completed during the payment period and for materials and equipment stored during the payment period per the Contract Documents. a. Payment amount is the Work quantity measured per the Contract Documents multiplied by the unit prices for that line item in the Contract. b. Payment for stored materials and equipment will be made per Paragraph 17.06. 2. Measure the Work described in the Contract for payment. Payment will be made only for the actual measured and/or computed length, area, solid contents, number, and weight, unless other provisions are made in the Contract Documents. Payment on a unit price basis will not be made for Work outside finished dimensions shown in the Contract Documents. Include cost for waste, overages, and tolerances in the unit price for that line item. 17.06 Payment for Stored Materials and Equipment A. Store materials and equipment properly at the Site. 1. Payment will be made for the invoice amount less the specified retainage. 2. Payment for materials and equipment shown in the Application for Payment and attachments will be made for the invoice amount, up to the value shown in the Schedule of Values for that line item. Costs for material and equipment in excess of the value shown in the Schedule of Values may not be added to other line items. 3. Payment will be made in full for the value shown in the line item for products and materials if invoices for materials and equipment are less than the amount shown in the line item and it can be demonstrated that no additional materials or equipment are required to complete Work described in that item. 4. Provide invoices at the time materials are included on the Application for Payment and attachments. Include invoice numbers so that a comparison can be made between invoices and amounts included on the Application for Payment and attachments. B. Provide a bill of sale, invoice, or other documentation warranting that Owner has received the materials and equipment free and clear of Liens. Provide documentation of payment for General Conditions Corpus Christi Standards 007200-73 Rev 6/2021 materials and equipment with the next Application for Payment. Adjust payment to the amount actually paid if this differs from the invoice amount. Remove items from the tabulation of materials and equipment if this documentation is not provided. Payment will not be made for material and equipment without documentation of payment. C. Contractors can be paid for non-perishable materials on hand stored at the site, provided that invoices are furnished to the City for verification of the material value, and that Contractor provides documents, satisfactory to the City, that show that the material supplier has been paid for the materials delivered to the work site. D. Provide evidence that the materials and equipment are covered by appropriate property insurance or other arrangements to protect Owner's interest. E. The Work covered by progress payments becomes the property of the Owner at the time of payment. The Contractor's obligations with regard to proper care and maintenance, insurance, and other requirements are not changed by this transfer of ownership until accepted in accordance with the General Conditions. F. Payment for materials and equipment does not constitute acceptance of the product. 17.07 Retainage and Set -Offs A. Retainage will be withheld from each Application for Payment per the Agreement. Retainage will be released per the General Conditions. B. Reduce payments for set -offs per the General Conditions. Include the appropriate attachment to the Application for Payment. 17.08 Procedures for Submitting an Application for Payment A. Submit a draft Application for Payment to the OAR each month at least 20 days before the date established in the Contract for Owner to make progress payments. Do not submit Applications for Payment more often than monthly. Review the draft Application for Payment with the OAR to determine concurrence with: 1. The earned value for each lump sum item including the value of properly stored and documented materials and equipment for each item in the original Contract. 2. The quantity of Work completed for each unit price item. 3. Set -offs included in the Application for Payment. 4. Values requested for materials and equipment consistent with invoices for materials and equipment. B. Submit Applications for Payment monthly through the OAR after agreement has been reached on the draft Application for Payment. 1. Number each application sequentially and include the dates for the application period. 2. Show the total amounts for earned value of original Contract performed, earned value for Work on approved Contract Amendments and Change Orders, retainage, and set- offs. Show total amounts that correspond to totals indicated on the attached tabulation for each. General Conditions Corpus Christi Standards 007200-74 Rev 6/2021 3. Include Attachment A to show the earned value on each line item in the Schedule of Values for Work shown in the original Contract. 4. Include Attachment B to show the earned value on line items for approved Change Orders. Add items to Attachment B as Change Orders are approved. Change Orders must be approved before payment can be made on Change Order items. 5. Include Attachment C to document set -offs required per the Contract Documents. Show each set-off as it is applied. Show a corresponding line item to reduce the set-off amount if a payment held by a set-off is released for payment. 6. Include Attachment D to allow tracking of invoices used to support amounts requested as materials in Attachments A and B. Enter materials to show the amount of the invoice assigned to each item in Attachment A or B if an invoice includes materials used on several line items. 7. Complete the certification stating that all Work, including materials and equipment, covered by this Application for Payment have been completed or delivered and stored in accordance with the Contract Documents, that all amounts have been paid for Work, materials, and equipment for which previous payments have been made by the Owner, and that the current payment amount shown in this Application for Payment is now due. C. Submit attachments in Portable Document Format (PDF): 1. Generate attachments to the Application for Payment using the Excel spreadsheet provided. 2. Submit PDF documents with adequate resolution to allow documents to be printed in a format equivalent to the document original. Documents are to be scalable to allow printing on standard 8-1/2 x 11 or 11 x 17 paper. 17.09 Responsibility of Owner's Authorized Representative A. OAR will review draft Application for Payment with Contractor to reach an agreement on the values that will be recommended for payment by the OAR. B. OAR will review Application for Payment submitted by Contractor to determine that the Application for Payment has been properly submitted and is in accordance with the agreed to draft Application for Payment. C. OAR is to either recommend payment of the Application for Payment to Owner or notify the Contractor of the OPT's reasons for not recommending payment. Contractor may make necessary corrections and resubmit the Application for Payment if it is not recommended within 10 days after receipt of the notice. OAR will review resubmitted Application for Payment and reject or recommend payment of the Application for Payment to Owner as appropriate. D. OAR's recommendation of the Application for Payment constitutes a representation by OPT that based on their experience and the information available: 1. The Work has progressed to the point indicated; 2. The quality of the Work is generally in accordance with the Contract Documents; and 3. Requirements prerequisite to payment have been met. General Conditions Corpus Christi Standards 007200-75 Rev 6/2021 E. This representation is subject to: 1. Further evaluation of the Work as a functioning whole; 2. The results of subsequent tests called for in the Contract Documents; or 3. Any other qualifications stated in the recommendation. F. OPT does not represent by recommending payment: 1. Inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work; or 2. Other matters or issues between the parties that might entitle Contractor to additional compensation or entitle Owner to withhold payment to Contractor may or may not exist. G. Neither OPT's review of Contractor's Worl< for the purposes of recommending payments nor OAR's recommendation of payment imposes responsibility on OPT: 1. To supervise, direct, or control the Work; 2. For the means, methods, techniques, sequences, or procedures of construction, or safety precautions and programs; 3. For Contractor's failure to comply with Laws and Regulations applicable to Contractor's performance of the Work; 4. To make examinations to ascertain how or for what purposes Contractor has used the monies paid on account of the Contract Price; or 5. To determine that title to the Work, materials, or equipment has passed to Owner free and clear of Liens. 17.10 Contractor's Warranty of Title A. Contractor warrants and guarantees that title to the Work, materials, and equipment furnished under the Contract is to pass to Owner free and clear of Liens, title defects, and patent, licensing, copyright, or royalty obligations no later than 7 days after the time of payment by Owner of the Application for Payment which includes these items. 17.11 Substantial Completion A. Notify OAR when Contractor considers the entire Work substantially complete and request a Certificate of Substantial Completion. B. OPT is to inspect the Work within 30 days after Contractor's notification to determine if the Work is substantially complete. OAR, within 120 days after receipt of Contractor's notification, is to either issue the Certificate of Substantial Completion which sets the date of Substantial Completion or notify Contractor of the reasons the Project is not considered to be substantially complete. General Conditions Corpus Christi Standards 007200-76 Rev 6/2021 C. The OPT and Contractor are to meet to discuss Owner's use or occupancy of the Work following Substantial Completion. Items to be discussed at this meeting include: 1. Review of insurance policies with respect to the end of the Contractor's coverage, and confirm the transition to coverage of the Work under a permanent property insurance policy held by Owner; 2. Owner's assumption of responsibility for security, operation, protection of the Work, maintenance, and utilities upon Owner's use or occupancy of the Work; 3. Contractor's obligations for operations and maintenance during performance and acceptance testing; 4. Contractor's access to the Site to complete punch list items; and 5. Procedures for correction of Defective Work during the 1-year correction period. 17.12 Partial Utilization A. Owner may use or occupy substantially completed parts of the Work which are specifically identified in the Contract Documents, or which OPT and Contractor agree constitutes a separately functioning and usable part of the Work prior to Substantial Completion of the Work. Owner must be able to use that part of the Work for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. Contractor and OPT are to follow the procedures of Paragraph 17.11 for this part of the Work. B. No use or occupancy or separate operation of part of the Work may occur prior to compliance with the requirements of Article 6. 17.13 Final Inspection A. OPT is to make a final inspection upon notice from Contractor that the entire Work or portion to be accepted is complete. OAR is to notify Contractor of Work determined to be incomplete or Defective. Immediately take corrective measures to complete the Work and correct Defective Work. 17.14 Final Application for Payment A. Include adjustments to the Contract Price in the final Application for Payment for: 1. Approved Change Orders and Contract Amendments, 2. Allowances not previously adjusted by Change Order, 3. Deductions for Defective Work that has been accepted by the Owner, 4. Penalties and bonuses, 5. Deductions for liquidated damages, 6. Deduction for all final set -offs, and 7. Other adjustments if needed. B. OAR will prepare a final Change Order reflecting the approved adjustments to the Contract Price which have not been covered by previously approved Change Orders and if necessary reconcile estimate unit price quantities with actual quantities. General Conditions Corpus Christi Standards 007200-77 Rev 6/2021 17.15 Final Payment A. Make final Application for Payment after completing required corrections identified during the final inspection and delivering items and documents required by the Contract Documents. Provide the following with the final Application for Payment: 1. Consent of Surety to Final Payment acknowledging unsettled disputes; and 2. Certification of Payment of Debts and Claims or Certification of Release of Liens or furnish receipts or releases in full from Subcontractors and Suppliers. B. OAR is to either recommend payment of the final Application for Payment to Owner if OPT is satisfied that the Work has been completed and Contractor's other obligations under the Contract Documents have been fulfilled or notify the Contractor of the OPT's reasons for not recommending final payment. C. The Work is complete, subject to surviving obligations, when it is ready for final payment as established by the OAR's recommendation of payment of the final Application for Payment to Owner and the issuance of a Certificate of Final Completion. D. The Owner is to pay the amount of final payment recommended by the OAR within 30 days after receipt of the final Application for Payment and accompanying documentation from the OAR. 17.16 Waiver of Claims A. The making of final payment does not constitute a waiver by Owner of claims or rights against Contractor. Owner expressly reserves claims and rights arising from: 1. Unsettled Liens or claims for non-payment; 2. Defective Work appearing after final inspection; 3. Contractor's failure to comply with the Contract Documents or the terms of specified special guarantees; or 4. Contractor's continuing obligations under the Contract Documents. B. Contractor waives claims and rights against Owner by accepting final payment with the exception of those Claims made in accordance with the provisions of Article 22 and specifically noted in the Certificate of Final Completion. 17.17 Correction Period A. Promptly correct Defective Work without cost to Owner for 1 year after the date of Substantial Completion or, in the event of a latent defect, within 1 year after discovery thereof by City. B. Promptly correct damages to the Site or adjacent areas that Contractor has arranged to use through construction easements or other agreements. Promptly correct damages to Work or the work of others. Make corrections without cost to Owner. C. Owner may have the Defective Work and damages described in Paragraphs 17.17.A and 17.17.E corrected if Contractor does not comply with the terms of OAR's instructions, or in an emergency where delay would cause serious risk of loss or damage. General Conditions Corpus Christi Standards 007200-78 Rev 6/2021 D. Contractor's obligation to indemnify Owner for claims arising out of or related to the correction of Defective Work are as set forth in Paragraph 7.14. E. The correction period starts to run from the date when a specific item of equipment or system is placed in continuous beneficial use by Owner before Substantial Completion of Work if so provided in the Specifications or if accepted for beneficial use by the Owner. F. Contractor's obligations under this Paragraph 17.17 are in addition to other obligations or warranties. The provisions of this Paragraph 17.17 are not a substitute for, or a waiver of, the provisions of applicable statutes of limitation or repose. ARTICLE 18 — SUSPENSION OF WORK AND TERMINATION 18.01 Owner May Suspend Work A. Owner may suspend the Work or a portion of the Work for a period of not more than 90 consecutive days, at any time and without cause, by notice to Contractor. This notice fixes the date on which Contractor is to resume Work. Contractor is entitled to adjustments in the Contract Price and Contract Times directly attributable to this suspension only if efforts are made to mitigate the cost impacts of the suspension. Meet with the Owner within 10 days of the notice of suspension to discuss specific strategies to reduce or eliminate the cost of delays. Submit a Change Proposal seeking an adjustment no later than 30 days after the date fixed for resumption of Work. 18.02 Owner May Terminate for Cause A. The occurrence of one or more of the following events constitutes a default by Contractor and justifies termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents, including failure to supply sufficient skilled workers or suitable materials or equipment; 2. Failure to adhere to the Progress Schedule; 3. Failure of the Contractor to provide a satisfactory replacement Bond or insurance in the event either is lost or canceled; 4. Failure of Contractor to maintain financial solvency to adequately complete the Project as indicated by one or more of the following: a. A petition of bankruptcy is filed by or against Contractor, b. Contractor is adjudged as bankrupt or insolvent, c. Contractor or surety makes a general assignment for the benefit of creditors, d. A receiver is appointed for the benefit of Contractor's creditors, or e. A receiver is appointed on account of Contractor's insolvency; 5. Contractor's disregard of Laws or Regulations of public bodies having jurisdiction; 6. Contractor's repeated disregard of the authority of OPT; 7. Contractor's failure to prosecute the work with diligence; or General Conditions Corpus Christi Standards 007200-79 Rev 6/2021 8. Contractor's other material breach of the contract. B. Contractor and surety must provide adequate assurance of future performance in accordance with the Contract Documents that is satisfactory to Owner if Contractor is believed to be in financial distress due to the existence of one or more of the indicators listed in Paragraph 18.02.A.4. Owner may terminate Contractor's performance under this Contract if Contractor and surety fail to provide adequate documentation satisfactory to Owner within 10 days of OAR's request for this information. C. Owner may declare Contractor to be in default, give notice to Contractor and surety that Contractor's performance under the Contract is terminated, and enforce the rights available to Owner under the Performance Bond after giving Contractor and surety 10 days' notice that one or more of the events identified in Paragraph 18.02.A has occurred. D. Owner may exclude Contractor from the Site, take possession of the Work, incorporate the materials and equipment stored and complete the Work as Owner may deem expedient if Owner has terminated Contractor's performance under the Contract for cause. E. Owner may elect not to proceed with termination of Contractor's performance under the Contract under this Paragraph 18.02 if Contractor begins to cure the cause for termination within 7 days of receipt of notice of intent to terminate. F. Contractor is not entitled to receive further payments until the Work is completed if Owner proceeds as provided in this Paragraph 18.02. The amount of the Contract Price remaining is to be paid to the Contractor if the unpaid balance exceeds the cost to complete the Work. The cost to complete the Work may include related claims, costs, losses, damages, and the fees and charges of engineers, architects, attorneys, and other professionals retained by Owner. Pay the difference to Owner if the cost to complete the Work including related claims, costs, losses, and damages exceeds the unpaid balance of the Contract Price. Owner is not required to obtain the lowest price for the Work performed when exercising its rights or remedies under this paragraph. G. Termination of Contractor's performance does not affect the rights or remedies of Owner against Contractor or against surety under the Payment Bond or Performance Bond. Owner does not release Contractor from liability by paying or retaining money due Contractor. H. In the event the Owner terminates the contract for cause, and it is later determined that cause for termination was lacking, the termination will be deemed a termination without cause under Paragraph 18.03. 18.03 Owner May Terminate For Convenience A. Owner may terminate the Contract without cause after giving 7 days' notice to Contractor of the effective date of termination. Contractor is to be paid for the following if Owner terminates for convenience: 1. Work completed in accordance with the Contract Documents prior to the effective date of termination; 2. Actual costs sustained prior to the effective date of termination for Work in progress, plus a fee calculated in accordance with Paragraph 15.05; and 3. Reasonable expenses directly attributable to termination, including costs incurred to prepare a termination for convenience cost proposal. General Conditions Corpus Christi Standards 007200-80 Rev 6/2021 B. No payment is payable to Contractor for loss of anticipated overhead, profits or revenue, or other economic loss arising out of or resulting from this termination. ARTICLE 19 — PROJECT MANAGEMENT 19.01 Work Included A. Furnish resources required to complete the Project with an acceptable standard of quality within the Contract Times. B. Construct Project in accordance with current safety practices. C. Manage Site to allow access to Site and control construction operations. D. Construct temporary facilities to provide and maintain control over environmental conditions at the Site. Remove temporary facilities when no longer needed. E. Provide temporary controls for pollutions, management of water and management of excess earth. 19.02 Quality Assurance A. Employ competent workmen, skilled in the occupation for which they are employed. Provide Work meeting quality requirements of the Contract Documents. B. Remove Defective Work from the Site immediately unless provisions have been made and approved by the OPT to allow repair of the product at the Site. Clearly mark Work as Defective until it is removed or allowable repairs have been completed. 19.03 Document Submittal A. Provide documents in accordance with Article 24. 1. Provide copies of Supplier's printed storage instructions prior to furnishing materials or products and installation instructions prior to beginning the installation. 2. Incorporate field notes, sketches, recordings, and computations made by the Contractor in Record Data. 19.04 Required Permits A. Obtain building permits for the Project from the local authorities having jurisdiction. Pay building permit fees and include this cost in the Contract Price. B. Obtain environmental permits required for construction at the Site. C. Provide required permits for transporting heavy or oversized loads. D. Provide other permits required to conduct any part of the Work. E. Arrange for inspections and certification by agencies having jurisdiction over the Work. F. Make arrangements with private utility companies and pay for fees associated with obtaining services, or for inspection fees. G. Retain copies of permits and licenses at the Site and observe and comply with all regulations and conditions of the permit or license. General Conditions Corpus Christi Standards 007200-81 Rev 6/2021 19.05 Safety Requirements A. Manage safety to protect the safety and welfare of persons at the Site. B. Provide safe access to move through the Site. Provide protective devices to warn and protect from hazards at the Site. C. Provide safe access for those performing tests and inspections. D. Comply with latest provisions of the Occupational Health and Safety Administration and other Laws and Regulation. E. Cooperate with accident investigations. Provide two copies of all reports, including insurance company reports, prepared concerning accidents, injury, or death related to the Project to the OAR as Record Data per Article 26. 19.06 Access to the Site A. Maintain access to the facilities at all times. Do not obstruct roads, pedestrian walks, or access to the various buildings, structures, stairways, or entrances. Provide safe access for normal operations during construction. B. Provide adequate and safe access for inspections. Leave ladders, bridges, scaffolding, and protective equipment in place until inspections have been completed. Construct additional safe access if required for inspections. C. Use roadways for construction traffic only with written approval of the appropriate representatives of each entity. Obtain written approval to use roads to deliver heavy or oversized loads to the Site. Furnish copies of the written approvals to the Owner as Record Data per Article 26. 19.07 Contractor's Use of Site A. Limit the use of Site for Work and storage to those areas designated on the Drawings or approved by the OAR. Coordinate the use of the premises with the OAR. B. Provide security at the Site as necessary to protect against vandalism and loss by theft. C. Do not permit alcoholic beverages or illegal substances on the Site. Do not allow persons under the influence of alcoholic beverages or illegal substances to enter or remain on the Site at any time. Persons on Site under the influence of alcoholic beverages or illegal substances will be permanently prohibited from returning to the Site. Criminal or civil penalties may also apply. D. Park construction equipment in designated areas only and provide spill control measures. E. Park employees' vehicles in designated areas only. F. Obtain written permission of the Owner before entering privately -owned land outside of the Owner's property, rights -of -way, or easements. G. Do not allow the use of audio devices, obnoxious, vulgar or abusive language, or sexual harassment in any form. These actions will cause immediate and permanent removal of the offender from the premises. Criminal or civil penalties may apply. General Conditions Corpus Christi Standards 007200-82 Rev 6/2021 H. Require Workers to wear clothing that is inoffensive and meets safety requirements. Do not allow sleeveless shirts, shorts, exceedingly torn, ripped, or soiled clothing to be worn on the Project. I. Do not allow firearms or weapons of any sort to be brought on to the Site under any conditions. No exception is to be made for persons with concealed handgun permits. Remove any firearms or weapons and the person possessing these firearms or weapons immediately from the Site. 19.08 Protection of Existing Structures and Utilities A. Examine the Site and review the available information concerning the Site. Locate utilities, streets, driveways, fences, drainage structures, sidewalks, curbs, and gutters. Verify the elevations of the structures adjacent to excavations. Report any discrepancies from information in the Contract Documents to the OAR before beginning construction. B. Determine if existing structures, poles, piping, or other utilities at excavations will require relocation or replacement. Prepare a Plan of Action and coordinate Work with local utility companies and others for the relocation or replacement. C. Protect buildings, utilities, street surfaces, driveways, sidewalks, curb and gutter, fences, wells, drainage structures, piping, valves, manholes, electrical conduits, and other systems or structures unless they are shown to be replaced or relocated on the Drawings. Restore damaged items to the satisfaction of the OPT and utility owner. D. Carefully support and protect all structures and/or utilities so that there will be no failure or settlement where excavation or demolition endangers adjacent structures and utilities. Do not take existing utilities out of service unless required by the Contract Documents or approved by the OAR. Notify and cooperate with the utility owner if it is necessary to move services, poles, guy wires, pipelines, or other obstructions. E. Protect existing trees and landscaping at the Site. 1. Identify trees that may be removed during construction with OPT. 2. Mark trees to be removed with paint. 3. Protect trees to remain from damage by wrapping trunks with 2 x 4 timbers around the perimeter, securely wired in place, where machinery must operate around existing trees. Protect branches and limbs from damage by equipment. 4. Protect root zone from compaction. 19.09 Pre -Construction Exploratory Excavations A. Excavate and expose existing pipelines that cross within 20 feet of Project pipelines prior to any Work. Survey the line to determine its exact vertical and horizontal location at each point the existing pipeline may potentially conflict with the Work. B. Excavate and expose existing parallel pipelines at 300 feet intervals (maximum) for existing pipelines which are within 10 feet of Project pipelines. Survey the line to determine its exact vertical and horizontal location at each point where the line is excavated and exposed. General Conditions Corpus Christi Standards 007200-83 Rev 6/2021 C. Prepare a Plan of Action indicating the owner of pipelines excavated and surveyed and all pertinent survey data, including the station where lines cross or conflicts may exist and the distance to the pavement centerline and elevations of the top of existing pipelines. D. Do not perform Work on the Project until all exploratory excavations have been completed and the Plan of Action has been approved by the OAR. E. Unless specifically indicated otherwise in the Bid Form, no separate payment will be made for pre -construction exploratory excavations. Include the cost for pre -construction exploratory excavations in the unit price for the pipe construction or other applicable feature. When necessary, pavement repairs associated with exploratory excavations that are beyond the limits of the new pavement will be paid for at the unit prices for pavement repair when an item is included in the Bid Form. When an item for pavement repair is not included in the Bid Form, the cost should be included in the unit price for the pipe construction or other applicable feature. 19.10 Disruption of Services/Continued Operations A. Existing facilities are to continue in service as usual during the construction unless noted otherwise. Owner of utilities must be able to operate and maintain the facilities. Keep disruptions to existing utilities, piping, process piping, or electrical services to a minimum. 1. Do not restrict access to critical valves or operators. 2. Limit operations to the minimum amount of space needed to complete the specified Work. 3. Maintain storm sewers and sanitary sewers in service at all times. Provide temporary service around the construction or otherwise construct the structure in a manner that the flow is not restricted. B. Provide a Plan of Action if facilities must be taken out of operation. 19.11 Field Measurements A. Perform complete field measurements prior to purchasing products or beginning construction for products required to fit existing conditions. B. Verify property lines, control lines, grades, and levels indicated on the Drawings. C. Check Shop Drawings and indicate the actual dimensions available where products are to be installed. D. Include field measurements in Record Data as required in Article 26. 19.12 Reference Data and Control Points A. The OPT will provide the following control points: 1. Base line or grid reference points for horizontal control. 2. Benchmarks for vertical control. B. Locate and protect control points prior to starting the Work and preserve permanent reference points during construction. Designated control points may be on an existing structure or monument. Do not change or relocate points without prior approval of the OAR. General Conditions Corpus Christi Standards 007200-84 Rev 6/2021 Notify OAR when the reference point is lost, destroyed, or requires relocation. Replace Project control points on the basis of the original survey. C. Provide complete engineering layout of the Work needed for construction. 1. Provide competent personnel. Provide equipment including accurate surveying instruments, stakes, platforms, tools, and materials. 2. Provide surveying with accuracy meeting the requirements established for Category 5 Construction Surveying as established in the Manual of Practice of Land Surveying in Texas published by the Texas Society of Professional Surveyors, latest revision. 3. Record Data and measurements per standards. 19.13 Delivery and Storage A. Deliver products and materials to the Site in time to prevent delays in construction. B. Deliver packaged products to Site in original undamaged containers with identifying labels attached. Open cartons as necessary to check for damage and to verify invoices. Reseal cartons and store properly until used. Leave products in packages or other containers until installed. C. Assume full responsibility for the protection and safekeeping of products stored at the Site. D. Store products at locations acceptable to the OAR and to allow Owner access to maintain and operate existing facilities. E. Store products in accordance with the Supplier's storage instructions immediately upon delivery. Leave seals and labels intact. F. Provide additional storage areas as needed for construction. Store products subject to damage by elements in substantial weather -tight enclosures or storage sheds. Provide and maintain storage sheds as required for the protection of products. Provide temperature, humidity control, and ventilation within the ranges stated in the Supplier's instructions. Remove storage facilities at the completion of the Project. G. Protect the pipe interior. Keep all foreign materials such as dirt, debris, animals, or other objects out of the pipe during the Work. Cap or plug ends of installed pipe in an approved manner when pipe is not being installed. Clean or wash out pipe sections that become contaminated before continuing with installation. Take precautions to prevent the pipe from floating or moving out of the proper position during or after laying operations. Immediately correct any pipe that moves from its correct position. H. Provide adequate exterior storage for products that may be stored out-of-doors. 1. Provide substantial platforms, blocking, or skids to support materials and products above ground which has been sloped to provide drainage. Protect products from soiling or staining. 2. Cover products subject to discoloration or deterioration from exposure to the elements, with impervious sheet materials. Provide ventilation to prevent condensation below covering. 3. Store loose, granular materials on clean, solid surfaces, or on rigid sheet materials, to prevent mixing with foreign matter. General Conditions Corpus Christi Standards 007200-85 Rev 6/2021 4. Provide surface drainage to prevent erosion and ponding of water. 5. Prevent mixing of refuse or chemically injurious materials or liquids with stored materials. 6. Pipes and conduits stored outdoors are to have open ends sealed to prevent the entrance of dirt, moisture, and other injurious materials. Protect PVC pipe from ultraviolet light exposure. 7. Store light weight products to prevent wind damage. I. Maintain storage facilities. Inspect stored products on a weekly basis and after periods of severe weather to verify that: 1. Storage facilities continue to meet specified requirements; 2. Supplier's required environmental conditions are continually maintained; and 3. Products that can be damaged by exposure to the elements are not adversely affected. J. Replace any stored item damaged by inadequate protection or environmental controls. K. Payment may be withheld for any products not properly stored. 19.14 Cleaning During Construction A. Provide positive methods to minimize raising dust from construction operations and provide positive means to prevent air -borne dust from disbursing into the atmosphere. Control dust and dirt from demolition, cutting, and patching operations. B. Clean the Project as Work progresses and dispose of waste materials, keeping the Site free from accumulations of waste or rubbish. Provide containers on Site for waste collection. Do not allow waste materials or debris to blow around or off of the Site. Control dust from waste materials. Transport waste materials with as few handlings as possible. C. Comply with Laws and Regulations. Do not burn or bury waste materials. Remove waste materials, rubbish and debris from the Site and legally dispose of these at public or private disposal facilities. D. Provide a final cleaning to thoroughly clean the entire Site and make ready for acceptance. 1. Remove construction debris, boxes, and trash from the Site. 2. Remove construction storage sheds and field offices. 3. Restore grade to match surrounding condition and remove excess dirt. 4. Sweep all drives and parking lots clean of dirt and debris. Use water trucks or hose down paved site to like new appearance. 19.15 Maintenance of Roads, Driveways, and Access A. Maintain roads and streets in a manner that is suitable for safe operations of public vehicles during all phases of construction unless the Owner approves a street closing. Do not close public roads overnight. B. Submit a Notification by Contractor for Owner's approval of a street closing. The request shall state: General Conditions Corpus Christi Standards 007200-86 Rev 6/2021 1. The reason for closing the street. 2. How long the street will remain closed. 3. Procedures to be taken to maintain the flow of traffic. C. Construct temporary detours, including by-pass roads around construction, with adequately clear width to maintain the free flow of traffic at all times. Maintain barricades, signs, and safety features around the detour and excavations. Maintain barricades, signs, and safety features around the Work in accordance with all provisions of the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD). D. Assume responsibility for any damage resulting from construction along roads or drives. 19.16 Area Access and Traffic Control A. Provide traffic control measures to assure a safe condition and to provide a minimum of inconvenience to motorists and the public. Provide all-weather access to all residents and businesses at all times during construction. Provide temporary driveways and/or roads of approved material during wet weather. Maintain a stockpile of suitable material on the Site to meet the demands of inclement weather. B. Schedule operations to minimize adverse impact on the accessibility of adjoining properties. Sequence construction to build driveways in half widths, construct temporary ramps, or any other measure required to maintain access to adjoining properties. C. Comply with the Owner's Uniform Barricading Standards and Practices. Copies of this document are available through the Owner's Traffic Engineering Department. Secure required permits from the Owner's Traffic Engineering Department. 19.17 Overhead Electrical Wires A. Comply with OSHA safety requirements regarding construction equipment working beneath overhead electrical wires. Prevent and pay for repairs for damage to existing overhead electrical wires or facilities. B. Provide for adequate safety with regard to overhead lines whether overhead lines are or are not shown in the Contract Documents. 19.18 Blasting A. Blasting is not allowed for any purpose. 19.19 Archeological Requirements A. Cease operations immediately and contact the Owner for instructions if historical or archaeological artifacts are found during construction. B. Conduct all construction activities to avoid adverse impact on the Sites where significant historical or archaeological artifacts are found or identified as an area where other artifacts could be found. 1. Obtain details for Working in these areas. 2. Maintain confidentiality regarding the Site. General Conditions Corpus Christi Standards 007200-87 Rev 6/2021 3. Adhere to the requirements of the Texas Historical Commission. 4. Notify the OAR and the Texas Historical Commission. C. Do not disturb archaeological sites. 1. Obtain the services of a qualified archaeological specialist to instruct construction personnel on how to identify and protect archaeological finds on an emergency basis. 2. Coordinate activities to permit archaeological work to take place within the area. a. Attempt to archaeologically clear areas needed for construction as soon as possible. b. Provide a determination of priority for such areas. D. Assume responsibility for any unauthorized destruction that might result to such Sites by construction personnel, and pay all penalties assessed by the State or Federal agencies for non-compliance with these requirements. E. Contract Times will be modified to compensate for delays caused by such archaeological finds. No additional compensation will be paid for delays. 19.20 Endangered Species Resources A. Do not perform any activity that is likely to jeopardize the continued existence of a threatened or endangered species as listed or proposed for listing under the Federal Endangered Species Act (ESA), and/or the State of Texas Parks and Wildlife Code on Endangered Species, or to destroy or adversely modify the habitat of such species. B. Cease Work immediately in the area of the encounter and notify the OAR if a threatened or endangered species is encountered during construction. OPT will implement actions in accordance with the ESA and applicable State statutes. Resume construction in the area of the encounter when authorized to do so by the OAR. 19.21 Cooperation with Public Agencies A. Cooperate with all public and private agencies with facilities operating within the limits of the Project. B. Provide a 48-hour notice to any applicable agency when work is anticipated to proceed in the vicinity of any facility by using Texas 811 at 811 and the Lone Star Notification Company at 1-800-669-8344. ARTICLE 20 — PROJECT COORDINATION 20.01 Work Included A. Administer Contract requirements to construct the Project. Provide documentation per the requirements of this Section. Provide information as requested by the OPT. 20.02 Document Submittal A. Provide documents in accordance with Article 24. General Conditions Corpus Christi Standards 007200-88 Rev 6/2021 B. Use the forms provided for Contract administration, applications for payment, document submittals, documentation of test results, equipment installation and documentation, and Project closeout. A digital copy of the required forms will be provided to the Contractor before or at the pre -construction conference. 20.03 Communication During Project A. The OAR is to be the first point of contact for all parties on matters concerning this Project. B. The OAR will coordinate correspondence concerning: 1. Documents, including Applications for Payment. 2. Clarification and interpretation of the Contract Documents. 3. Contract Modifications. 4. Observation of Work and testing. 5. Claims. C. The OAR will normally communicate only with the Contractor. Any required communication with Subcontractors or Suppliers will only be with the direct involvement of the Contractor. D. Direct written communications to the OAR at the address indicated at the pre -construction conference. Include the following with communications as a minimum: 1. Name of the Owner. 2. Project name. 3. Contract title. 4. Project number. 5. Date. 6. A reference statement. 20.04 Project Meetings A. Pre -Construction Conference: 1. Attend a pre -construction conference. 2. The location of the conference will be determined by the OAR. 3. The time of the meeting will be determined by the OAR but will be after the Notice of Award is issued and not later than 15 days after the Notice to Proceed is issued. 4. The OPT, Contractor's project manager and superintendent, representatives of utility companies, and representatives from major Subcontractors and Suppliers may attend the conference. 5. Provide and be prepared to discuss: a. Preliminary construction schedule per Article 27. b. Schedule of Values and anticipated Schedule of Payments per Article 17. c. List of Subcontractors and Suppliers. General Conditions Corpus Christi Standards 007200-89 Rev 6/2021 d. Contractor's organizational chart as it relates to this Project. e. Letter indicating the agents of authority for the Contractor and the limit of that authority with respect to the execution of legal documents, Contract Modifications, and payment requests. B. Progress Meetings: 1. Attend meetings with the OAR and Owner. a. Meet on a monthly basis or as requested by the OAR to discuss the Project. b. Meet at the Site or other location as designated by the OAR. c. Contractor's superintendent and other key personnel are to attend the meeting. Other individuals may be requested to attend to discuss specific matters. d. Notify the OAR of any specific items to be discussed a minimum of 1 week prior to the meeting. 2. Provide information as requested by the OAR or Owner concerning this Project. Prepare to discuss: a. Status of overall Project schedule. b. Contractor's detailed schedule for the next month. c. Anticipated delivery dates for equipment. d. Coordination with the Owner. e. Status of documents. f. Information or clarification of the Contract Documents. g. Claims and proposed Modifications to the Contract. h. Field observations, problems, or conflicts. i. Maintenance of quality standards. 3. OAR will prepare minutes of meetings. Review the minutes of the meeting and notify the OAR of any discrepancies within 10 days of the date of the meeting memorandum. The minutes will not be corrected after the 10 days have expired. Corrections will be reflected in the minutes of the following meeting or as an attachment to the minutes. C. Pre- Submittal and Pre -Installation Meetings: 1. Conduct pre -submittal and pre -installation meetings as required in the individual technical Specifications or as determined necessary by the OAR (for example, instrumentation, roofing, concrete mix design, etc.). 2. Set the time and location of the meetings when ready to proceed with the associated Work. Submit a Notification by Contractor in accordance with Paragraph 20.07 for the meeting 2 weeks before the meeting. OPT must approve of the proposed time and location. 3. Attend the meeting and require the participation of appropriate Subcontractors and Suppliers in the meeting. General Conditions Corpus Christi Standards 007200-90 Rev 6/2021 4. Prepare minutes of the meeting and submit to the OPT for review. OPT will review the minutes of the meeting and notify the Contractor of any discrepancies within 10 days of the date of the meeting memorandum. The minutes will not be corrected after the 10 days have expired. Corrections will be reflected in a revised set of meeting minutes. 20.05 Requests for Information A. Submit Request for Information (RFI) to the OAR to obtain additional information or clarification of the Contract Documents. 1. Submit a separate RFI for each item on the form provided. 2. Attach adequate information to permit a written response without further clarification. OAR will return requests that do not have adequate information to the Contractor for additional information. Contractor is responsible for all delays resulting from multiple document submittals due to inadequate information. 3. A response will be made when adequate information is provided. Response will be made on the RFI form or in attached information. B. Response to an RFI is given to provide additional information, interpretation, or clarification of the requirements of the Contract Documents, and does not modify the Contract Documents. C. Designer will initiate a Request for a Change Proposal (RCP) per Article 12 if the RFI indicates that a Contract Modification is required. D. Use the Project Issues Log to document decisions made at meetings and actions to be taken in accordance with Paragraph 20.06. E. Use the Action Item Log to document assignments for actions to be taken in accordance with Paragraph 20.06. 20.06 Decision and Action Item Log A. OAR will maintain a Project Decision Log to document key decisions made at meetings, telephone conversation or Site visits using the format provided: 1. Review the log prior to each regular meeting. 2. Report any discrepancies to the OAR for correction or discussion at the next monthly meeting. B. OAR will maintain an Action Item log in conjunction with the Project Decision Log to track assignments made at meetings, telephone conversation, or Site visits using the format provided: 1. Review the Action Item Log prior to each regular meeting. 2. Report actions taken subsequent to the previous progress meeting on items in the log assigned to the Contractor or through the Contractor to a Subcontractor or Supplier to the OAR. Report on status of progress 1 week prior to each progress meeting established in Paragraph 20.04 to allow OAR to update the log prior to the Progress meetings. 3. Be prepared to discuss the status at each meeting. General Conditions Corpus Christi Standards 007200-91 Rev 6/2021 C. Decisions or action items in the log that require a change in the Contract Documents will have the preparation of a Modification as an action item if appropriate. The Contract Documents can only be changed by a Modification. 20.07 Notification By Contractor A. Notify the OAR of: 1. Need for testing. 2. Intent to work outside regular working hours. 3. Request to shut down facilities or utilities. 4. Proposed utility connections. 5. Required observation by OAR, Designer, or inspection agencies prior to covering Work. 6. Training. B. Provide notification a minimum of 2 weeks in advance in order to allow OPT time to respond appropriately to the notification. C. Use "Notification by Contractor" form provided. 20.08 Record Documents A. Maintain at the Site one complete set of printed Record Documents including: 1. Drawings. 2. Specifications. 3. Addenda. 4. Modifications. 5. Record Data and approved Shop Drawings. 6. Construction photographs. 7. Test Reports. 8. Clarifications and other information provided in Request for Information responses. 9. Reference standards. B. Store printed Record Documents and Samples in the Contractor's field office. 1. Record Documents are to remain separate from documents used for construction. 2. Provide files and racks for the storage of Record Documents. 3. Provide a secure storage space for the storage of Samples. 4. Maintain Record Documents in clean, dry, legible conditions, and in good order. 5. Make Record Documents and Samples available at all times for inspection by the OPT. C. Maintain a digital record of Specifications and Addenda to identify products provided in PDF format. General Conditions Corpus Christi Standards 007200-92 Rev 6/2021 1. Reference the Record Data number, Shop Drawings number, and O&M manual number for each product and item of equipment furnished or installed. 2. Reference Modifications by type and number for all changes. D. Maintain a digital record of Drawings in PDF format. 1. Reference the Record Data number, Shop Drawings number, and O&M manual number for each product and item of equipment furnished or installed. 2. Reference Modifications by type and number for all changes. 3. Record information as construction is being performed. Do not conceal any Work until the required information is recorded. 4. Mark Drawings to record actual construction, including the following: a. Depths of various elements of the foundation in relation to finished first floor datum or the top of walls. b. Horizontal and vertical locations of underground utilities and appurtenances constructed and existing utilities encountered during construction. c. Location of utilities and appurtenances concealed in the Work. Refer measurements to permanent structures on the surface. Include the following equipment: 1) Piping. 2) Ductwork. 3) Equipment and control devices requiring periodic maintenance or repair. 4) Valves, unions, traps, and tanks. 5) Services entrance. 6) Feeders. 7) Outlets. d. Changes of dimension and detail. e. Changes by Modifications. f. Information in Request for Information or included in the Project Issues Log. g• Details not on the original Drawings. Include field verified dimensions and clarifications, interpretations, and additional information issued in response to RFIs. 5. Mark Drawings with the following colors: a. Highlight references to other documents, including Modifications in blue; b. Highlight mark ups for new or revised Work (lines added) in yellow; c. Highlight items deleted or not installed (lines to be removed) in red; and d. Highlight items constructed per the Contract Documents in green. General Conditions Corpus Christi Standards 007200-93 Rev 6/2021 6. Submit Record Documents to Designer for review and acceptance 30 days prior to Final Completion of the Project. E. Applications for Payment will not be recommended for payment if Record Documents are found to be incomplete or not in order. Final payment will not be recommended without complete Record Documents. ARTICLE 21— QUALITY MANAGEMENT 21.01 Contractor's Responsibilities A. Review the OPT's Quality Management Program and prepare and submit the Contractor's Quality Control Plan. B. Implement the Contractor's Quality Control Plan to control the quality of the Work and verify that the Work meets the standards of quality established in the Contract Documents. 1. Inspect products to be incorporated into the Project. Ensure that Suppliers have adequate quality control systems to ensure that products that comply with the Contract Documents are provided. 2. Integrate quality control measures into construction activities to produce Work which meets quality expectations of the Contract Documents. Inspect the Work of the Contractor, Subcontractors, and Suppliers. Correct Defective Work. 4. Provide facilities, equipment, and Samples required for quality control inspections and tests: a. Give the OAR adequate notice before proceeding with Work that would interfere with inspections or testing; b. Notify the OAR and testing laboratories prior to the time that testing is required, providing adequate lead time to allow arrangements for inspections or testing to be made; c. Do not proceed with any Work that would impact the ability to correct defects or Work that would require subsequent removal to correct defects until testing services have been performed and results of tests indicate that the Work is acceptable; d. Cooperate fully with the performance of sampling, inspection, and testing; e. Provide personnel to assist with sampling or to assist in making inspections and field tests; f. Obtain and handle Samples for testing at the Site or at the production source of the product to be tested; Provide adequate quantities of representative products to be tested to the laboratory at the designated locations; g. General Conditions 00 72 00 - 94 Corpus Christi Standards Addendum No. 05 Rev 6/2021 h. Provide facilities required to store and cure test Samples; i. Provide calibrated scales and measuring devices for the OPT's use in performing inspections and testing; j. Provide adequate lighting to allow OPT observations; and k. Make Contract Documents available to testing agencies when requested. 5. Provide safe access for all inspection and testing activities, including those to be conducted as part of the OPT's Quality Management Program. 6. Document Defective Work through Certified Test Reports and Defective Work Notices. Document that corrective actions have been taken to correct any defects and that corrected Work is in compliance with the Contract Documents. 7. Apply quality control measures to documentation provided for the Project. 8. Implement countermeasures to prevent future Defective Work. C. Perform tests as indicated in this and other Sections of the Specifications. Technical Specifications govern if any testing and inspection requirements of this Section conflict with the testing and inspection requirements of the technical Specifications. D. All verification testing is to be observed by the OAR or designated representative. E. Send test reports to the OAR and the Designer. F. Provide an update on quality control activities at monthly progress meetings. G. Owner will withhold payment for Defective Work, or Work that has not been tested or inspected in accordance with the Contractor's Quality Control Plan, the OPT's Quality Control Program, or the Contract Documents. H. Owner will withhold payment for additional testing fees incurred due to Contractor noncompliance with OPT's Quality Control Program, including retesting fees, standby time, cancellation charges, and trip fees for retesting or cancellations. I. Work performed that is connected or adjacent to Defective Work or Work that would have to be removed to correct Defective Work is also considered to be Defective. Contractor is responsible for all cost with replacing any acceptable Work that must be removed or might be damaged by corrective actions. 21.02 Quality Management Activities by OPT A. OPT will perform its own quality assurance tests independent of the Contractor's Quality Control Program. Assist the OPT and testing organizations in performing quality assurance activities per Paragraph 21.01. B. Quality assurance testing performed by the OPT will be paid for by the Owner, except for verification testing required per Paragraph 21.07. C. Quality assurance activities of the OPT, through their own forces or through contracts with consultants and materials testing laboratories are for the purpose of monitoring the results of the Contractor's Work to see that it is in compliance with the requirements of the Contract Documents. Quality assurance activities or non-performance of quality assurance activities by the OPT do not: General Conditions Corpus Christi Standards 007200-95 Rev 6/2021 1. Relieve the Contractor of its responsibility to provide Work or furnish products that conform with the requirements of the Contract Documents; 2. Relieve the Contractor of its responsibility for providing adequate quality control measures; 3. Relieve the Contractor of its responsibility for damage to or loss of Work or products before OPT's acceptance; 4. Constitute or imply OPT's acceptance; and 5. Affect the continuing rights of the Owner after OPT's acceptance of the completed Work. D. Work is subject to OPT's quality assurance observations or testing at any time. Products which have been tested or inspected and approved by OPT at a supply source or staging area may be inspected or tested again by the OPT before, during or after incorporation into the Work and rejected if products do not comply with the Contract Documents. 21.03 Contractor's Use of OPT's Test Reports A. OPT has prepared a Quality Management Plan that describes, in general, the OPT's anticipated quality assurance testing program for this Project. This testing program will be made available to Bidders during the bidding phase. This plan outlines only the testing in general terms and may not reflect actual testing. Actual testing will depend on the Contractors means, methods and procedures of construction which will not be known until the Contractor begins Work and submits their own Quality Control Plan for review. There is no guarantee that all testing will be performed. B. Contractor will receive copies of all test reports documenting OPT's quality assurance activities. Contractor is entitled to rely on the accuracy of these test results and use these as part of their quality control efforts. C. Contractor is to determine additional testing or inspections that may be required to implement the Contractor's Quality Control Plan. Include cost for additional testing and inspections required to meet Contractors quality control obligations, including the cost for correcting Defective Work in the Contract Price. D. Contractor may submit a Change Proposal if OPT's quality assurance testing program deviates significantly from the OPT's Quality Management Plan, and Contractor can demonstrate that additional cost was incurred to implement the Contractor's Quality Control Plan resulting from these deviations. 21.04 Documentation A. Provide documentation which includes: 1. Contractor's Quality Management Plan that establishes the methods of assuring compliance with the Contract Documents. Submit this plan as a Shop Drawings per Article 25. 2. A Statement of Qualification for any proposed testing laboratories that includes a list of the engineers and technical staff that will provide testing services on the Project, descriptions of the qualifications of these individuals, list of tests that can be performed, General Conditions Corpus Christi Standards 007200-96 Rev 6/2021 equipment used with date of last certification, and a list of recent projects for which testing has been performed with references for those projects. 3. Provide Certified Test Reports for products to be incorporated into the Project. Provide reports to indicate that proposed products comply with the Contract Documents or indicate that proposed products do not comply with the Contract Documents and why it does not comply. Submit these test reports as part of a Shop Drawings submitted per Article 25. 4. Provide Certified Test Reports for inspection and testing required in this Section and in other Specification Sections. Provide reports to indicate that Work complies with the Contract Documents or indicate that Work does not comply with the Contract Documents and why it does not comply. Submit these test reports on forms provided per Article 24. 21.05 Standards A. Provide testing laboratories that comply with the American Council of Independent Laboratories (ACIL) "Recommended Requirements for Independent Laboratory Qualifications." B. Perform testing per recognized test procedures as listed in the various Sections of the Specifications, standards of the State Department of Highways and Public Transportation, American Society of Testing Materials (ASTM), or other testing associations. Perform tests in accordance with published procedures for testing issued by these organizations. 21.06 Delivery and Storage A. Handle and protect test specimens of products and construction materials at the Site in accordance with recognized test procedures. Provide facilities for storing, curing, and processing test specimens as required by test standard to maintain the integrity of Samples. 21.07 Verification Testing for Corrected Defects A. Provide verification testing on Work performed to correct Defective Work to demonstrate that the Work is now in compliance with the Contract Documents. Document that Defective Work has been corrected and verify that the OAR closes the item in the Defective Work Register. B. Pay for verification testing. OPT may perform verification testing as part of their Quality Management Program and impose a Set-off to recover the cost for this testing. C. Conduct the same tests or inspections used to determine that the original Work was Defective. Different tests or methods may be used if approved by the OPT. 21.08 Test Reports A. Certified Test Reports are to be prepared for all tests. 1. Tests performed by testing laboratories may be submitted on their standard test report forms if acceptable to the OPT. These reports must include the following: a. Name of the Owner, Project title and number and Contractor; General Conditions Corpus Christi Standards 007200-97 Rev 6/2021 b. Name of the laboratory, address, and telephone number; c. Name and signature of the laboratory personnel performing the test; d. Description of the product being sampled or tested; e. Date and time of sampling, inspection, and testing; f. Date the report was issued; g. Description of the test performed; h. Weather conditions and temperature at time of test or sampling; i. Location at the Site or structure where the sample was taken; j. Standard or test procedure used in making the test; k. A description of the results of the test; I. Statement of compliance or non-compliance with the Contract Documents; and m. Interpretations of test results, if appropriate. 2. Submit reports on tests performed by Contractor, Subcontractors or Suppliers on the forms provided by the OAR. 3. OPT will prepare test reports on test performed by the OPT. B. Send test report to Designer within 24 hours of completing the test. Flag tests reports with results that do not comply with Contract Documents for immediate attention. C. Payment for Work may be withheld until test reports indicate that the Work is not Defective. 21.09 Defective Work A. Immediately correct any Defective Work or notify the OAR why the Work is not to be corrected immediately and when corrective action will be completed. B. No payment will be made for Defective Work. Remove Work from the Application for Payment if Work paid for on a previous Application for Payment is found to be Defective. 21.10 Limitation of Authority of Testing Laboratory A. The testing laboratory representatives are limited to providing testing services and interpreting the results of the test performed. B. The testing laboratory is not authorized to: 1. Alter the requirements of the Contract Documents; 2. Accept or reject any portion of the Work; 3. Perform any of the duties of the Contractor; or 4. Direct or stop the Work. 21.11 Quality Control Plan A. Submit the Contractor's Quality Control Plan for approval as a Shop Drawing per Article 25. Use Contractor's Quality Control Plan Checklist provided to review the document before General Conditions Corpus Christi Standards 007200-98 Rev 6/2021 submitting and include a copy of the completed checklist with the Contractor's Quality Control Plan. Do not begin Work until the Contractor's Quality Control Plan is approved. Submit an interim plan covering only the portion of Work to be performed if the Contractor plans to begin Work prior to submitting the Contractor's Quality Control Plan for the Project. Do not begin Work on other parts of the Project until the Contractor's Quality Control Plan is approved or another interim plan covering the additional Work to be started is approved. B. Provide a Contractor's Quality Control Plan that incorporates construction operations at both the Site and production Work at remote locations and includes Work by Subcontractors and Suppliers. The Contractor's Quality Control Plan is to include: 1. A description of the quality control organization, including an organization chart showing lines of authority to control the quality of Work; 2. Documentation describing name, qualifications (in resume format), duties, responsibilities, and level of authority of the Quality Control Manager; 3. The name, qualifications (in resume format), duties, responsibilities, and authorities of other persons assigned a quality control function; 4. Procedures for scheduling, reviewing, certifying, and managing documentation, including documentation provided by Subcontractors and Suppliers; 5. Control, verification, and acceptance testing procedures for each specific test. Include: a. Name of tests to be performed, b. Specification paragraph requiring test, c. Parameters of Work to be tested, d. Test frequency, e. Persons responsible for each test, and f. Applicable industry testing standards and laboratory facilities to be used for the test; 6. Integrate the OPT quality assurance testing into the Contractor's Quality Control Plan, specifically identifying the tests or inspections in Paragraph 21.11.B.5 that will be provided by the OPT as part of their Quality Management Program; 7. Procedures for tracking and documenting quality management efforts. 8. Procedures for tracking Defective Work from initial identification through acceptable corrective action. Indicate how documentation of the verification process for deficiencies will be made. 9. Reporting procedures which incorporate the use of forms provided by the OAR. 10. The name of the proposed testing laboratories along with documentation of qualifications per Paragraph 21.04. C. The Quality Control Manager must have authority to reject Defective Work and redirect the efforts of the Contractor's Team to prevent or correct Defective Work. D. Notify the Designer of any changes to the Contractor's Quality Control Plan or quality control personnel. General Conditions Corpus Christi Standards 007200-99 Rev 6/2021 E. Meet with the OPT 7 days after Contractor's Quality Control Plan is submitted and before start of construction to discuss the Contractor's Quality Control Plan and expedite its approval. 21.12 Implement Contractor's Quality Control Plan A. Perform quality control observations and testing as required in each Section of the Specifications and where indicated on the Drawings. B. Include the following phases for each definable Work task. A definable Work task is one which is separate and distinct from other tasks, has separate control requirements, may be provided by different trades or disciplines, or may be Work by the same trade in a different environment. 1. Planning Phase: Perform the following before beginning each definable Work task: a. Review the Contract Drawings. b. Review documents and determine that they are complete in accordance with the Contract Documents. c. Check to assure that all materials and/or equipment have been tested, submitted, and approved. d. Examine the work area to assure that all required preliminary Work has been completed and complies with the Contract Documents. e. Examine required materials, equipment, and Sample Work to assure that they are on hand, conform to Shop Drawings and Record Data, and are properly stored. f. Review requirements for quality control inspection and testing. g• Discuss procedures for controlling quality of the Work. Document construction tolerances and workmanship standards for the Work task. h. Check that the portion of the plan for the Work to be performed incorporates document review comments. i. Discuss results of planning phase with the OAR. Conduct a meeting attended by the Quality Control Manager, the OAR, superintendent, other quality control personnel as applicable, and the foreman responsible for the Work task. Instruct applicable workers as to the acceptable level of workmanship required in order to meet the requirements of the Contract Documents. Document the results of the preparatory phase actions by separate meeting minutes prepared by the Quality Control Manager and attached to the quality control report. Do not move to the next phase unless results of investigations required for the planning phase indicate that requirements have been met. 2. Work Phase: Complete this phase after the Planning Phase: a. Notify the OAR at least 24 hours in advance of beginning the Work and discuss the review of the planning effort to indicate that requirements have been met. b. Check the Work to ensure that it is in full compliance with the Contract Documents. General Conditions Corpus Christi Standards 007200-100 Rev 6/2021 c. Verify adequacy of controls to ensure full compliance with Contract Documents. Verify required control inspection and testing is performed. d. Verify that established levels of workmanship meet acceptable workmanship standards. Compare with required Sample panels as appropriate. e. Repeat the Work phase for each new crew to work on -site, or any time acceptable specified quality standards are not being met. 3. Follow-up Phase: Perform daily checks to assure control activities, including control testing, are providing continued compliance with contract requirements: a. Make checks daily and record observations in the quality control documentation. b. Conduct follow-up checks and correct all deficiencies prior to the start of additional Work tasks that may be affected by the Defective Work. Do not build upon nor conceal Defective Work. c. Conduct a review of the Work with the OPT one month prior to the expiration of the correction period. Correct defects as noted during the review. C. Conduct additional planning and Work phases if: 1. The quality of on -going Work is unacceptable; 2. Changes are made in applicable quality control staff, on -site production supervision or crews; 3. Work on a task is resumed after a substantial period of inactivity; or 4. Other quality problems develop. ARTICLE 22 — FINAL RESOLUTION OF DISPUTES 22.01 Senior Level Negotiations A. Each party is required to continue to perform its obligations under the Contract pending the final resolution of any dispute arising out of or relating to the Contract, unless it would be impossible or impracticable under the circumstances then present. B. All negotiations pursuant to Article 22 are confidential and shall be treated as compromise and settlement negotiations for purposes of applicable rules of evidence. C. Before invoking mediation, Owner and Contractor agree that they first shall try to resolve any dispute arising out of or related to this Contract through discussions directly between those senior management representatives within their respective organizations who have overall managerial responsibility for similar projects. Both Owner and Contractor agree that this step shall be a condition precedent to use of any other alternative dispute resolution process. If the parties' senior management representatives cannot resolve the dispute within 45 calendar days after a party delivers a written notice of such dispute to the other, then the parties shall proceed with mediation. 22.02 Mediation A. In the event that Owner and/or Contractor contend that the other has committed a material breach of the Contract or the parties cannot reach a resolution of a claim or dispute pursuant General Conditions Corpus Christi Standards 007200-101 Rev 6/2021 to Article 13, as a condition precedent to filing a lawsuit, either party shall request mediation of the dispute with the following requirements: 1. The request for mediation shall be in writing and shall request that the mediation commence not less than 30 calendar days or more than 90 calendar days following the date of the request, except upon agreement of the parties. 2. In the event Owner and Contractor are unable to agree to a date for the mediation or to the identity of the mediator within 30 calendar days following the date of the request for mediation, all conditions precedent shall be deemed to have occurred. 3. Owner and Contractor are to each pay one-half of the mediator's fees and costs. Venue for any mediation or lawsuit filed under this Contract shall be in Nueces County, Texas. Any agreement reached in mediation shall be enforceable as a settlement in any court having jurisdiction thereof. 4. Nothing in this Contract shall be construed as consent to a lawsuit. No provision of the Contract shall waive any immunity or defense. ARTICLE 23 — MINORITY/MBE/DBE PARTICIPATION POLICY 23.01 Policy A. It is the policy of the City of Corpus Christi that maximum opportunity is afforded minorities, women, low income persons and Minority/Disadvantaged Business Enterprises (M/DBE) to participate in the performance of contracts awarded by the City of Corpus Christi in support of Equal Employment Opportunity goals and objectives. In accordance with such policy, the City has established goals, as stated herein, both for minority and female participation by trade and for Minority Business Enterprise. 23.02 Definitions A. Prime Contractor: Any person, firm, partnership, corporation, association, or joint venture as herein provided which has been awarded a City contract. B. Subcontractor: Any named person, firm, partnership, corporation, association, or joint venture herein identified as providing work, labor, services, supplies, equipment, materials, or any combination of the foregoing under contract with a prime contractor on a City contract. C. Minority/Disadvantaged Business Enterprise: A business enterprise that is owned and controlled by one or more minority person(s) or socially and economically disadvantaged individual(s). Minority/Disadvantaged person(s) must collectively own, operate and/or actively manage, and share in payments from such an enterprise in the manner hereinafter set forth: 1. Owned: a. For a sole proprietorship to be deemed a minority business enterprise, it must be owned by a minority person. b. For an enterprise doing business as a partnership, at least 51 percent of the assets or interest in the partnership property must be owned by one or more minority person(s). General Conditions Corpus Christi Standards 007200-102 Rev 6/2021 c. For an enterprise doing business as a corporation, at least 51 percent of the assets or interest in the corporate shares must be owned by one or more minority person(s). 2. Controlled: a. The primary power, direct or indirect, to manage a business enterprise rests with a minority person(s). 3. Share in Payments: a. Minority partners, proprietors, or stockholders of the business enterprise must be entitled to receive 51 percent or more of the total profits, bonuses, dividends, interest payments, commissions, consulting fees, rents, procurement, and subcontract payments, and any other monetary distribution paid by the business enterprise. D. Minority: Minority persons include Blacks, Mexican -Americans and other persons of Hispanic origin, American Indians, Alaskan Natives, and Asians or Pacific Islanders. For the purposes of this policy, women are also considered as minorities. E. Socially and economically disadvantaged individual: Any individual who is a citizen (or lawfully admitted permanent resident) of the United States and who has been subjected to racial or ethnic prejudice or cultural bias within American society because of his or her identity as a member of a group and without regard to his or her individual qualities. The social disadvantage must stem from circumstances beyond the individual's control. F. Female Owned Business Enterprise: A sole proprietorship that is owned and controlled by a woman, a partnership at least 51 percent of whose assets or partnership interests are owned by one or more women, or a corporation at least 51 percent of whose assets or interests in the corporate shares are owned by one or more women. G. Joint Venture: A joint venture means an association of two or more persons, partnerships, corporations, or any combination thereof, founded to carry on a single business activity which is limited in scope and direction. The degree to which a joint venture may satisfy the stated MBE goal cannot exceed the proportionate interest of the MBE as a member of the joint venture in the Work to be performed by the joint venture. For example, a joint venture which is to perform 50 percent of the Work itself and in which a minority joint venture partner has a 50 percent interest, shall be deemed equivalent to having minority participation in 25 percent of the Work. Minority members of the joint venture must have financial, managerial, or technical skills in the Work to be performed by the joint venture. 23.03 Goals A. The goals for participation by minorities and Minority Business Enterprises expressed in percentage terms for the Contractor's aggregate work force on all construction Work for the Contract award shall be 1. Minority participation goal is 45%. 2. Minority Business Enterprise participation goal is 15%. B. These goals are applicable to all the construction work (regardless of federal participation) performed in the Contract, including approved Change Orders. The hours of minority General Conditions Corpus Christi Standards 007200-103 Rev 6/2021 employment must be substantially uniform throughout the length of the Contract and in each trade. The transfer of minority employees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor's percentage is prohibited. 23.04 Compliance A. Upon completion of the Project, a final breakdown of MBE participation, substantiated by copies of paid invoices, shall be submitted by the Contractor to the City Engineer. B. Make bi-weekly payroll submittals to the City Engineer. The Contractor is to indicate the percent of minority and female participation, by trade, which has been utilized on the Project. Along with the request for final payment on the Project, the Contractor will indicate, in writing, the overall participation in these areas which have been achieved. The City Engineer may withhold monthly or final payments to the Contractor for failure to submit bi- weekly payrolls in a timely fashion or to submit overall participation information as required. ARTICLE 24 — DOCUMENT MANAGEMENT 24.01 Work Included A. Submit documentation as required by the Contract Documents and as reasonably requested by the OPT. 24.02 Quality Assurance A. Submit legible, accurate, complete documents presented in a clear, easily understood manner. Documents not meeting these criteria will be returned without review. 24.03 Contractor's Responsibilities A. Review documents prior to submitting. Make certifications as required by the Contract Documents and as indicated on forms provided. B. Provide a Schedule of Documents to list the documents that are to be submitted, the dates on which documents are to be sent to the Designer for review, and proposed dates that documents must be returned to comply with the Project schedule. Use the form provided for this list. C. Incorporate the dates for processing documents into the Progress Schedule required by Article 27. 1. Provide documents in accordance with the schedule so construction of the Project is not delayed. 2. Allow a reasonable time for the review of documents when preparing the Progress Schedule. Assume a 14 day review cycle for each document unless a longer period of time is indicated in the Contract Documents or agreed to by Designer and Contractor. 3. Schedule submittal of documents to provide all information for interrelated Work at one time. 4. Allow adequate time for processing documents so construction of the Project is not delayed. General Conditions Corpus Christi Standards 007200-104 Rev 6/2021 24.04 Document Submittal A. Submit documents through the Designer. Send all documents in digital format for processing. 1. Provide all information requested with a completed Document Transmittal form. Do not leave any blanks incomplete. If information is not applicable, enter NA in the space provided. 2. The Document Transmittal form is to be the first page in the document submitted. 3. Submit all documents in Portable Document Format (PDF). a. Create PDF documents from native format files unless files are only available from scanned documents. b. Rotate pages so that the top of each document appears at the top of the monitor screen when opened in PDF viewing software. c. Submit PDF document with adequate resolution to allow documents to be printed in a format equivalent to the document original. Documents are to be scalable to allow printing on standard 8-1/2 x 11 or 11 x 17 paper. d. Submit color PDF documents where color is required to interpret the document. e. Create or convert documents to allow text to be selected for comments or searched using text search features. Run scanned documents through Optical Character Recognition (OCR) software if necessary. f. Flatten markups in documents to prevent markups made by Contractor from being moved or deleted. Flatten documents to allow markup recovery. Use software to reduce file size using default settings except the option for "Drop Metadata." Uncheck the "Drop Metadata" box when reducing file size. g• h. Add footers to each document with the Project name. 24.05 Document Numbering A. Assign a number to the documents originated to allow tracking of the documents during the review process. 1. Assign the number consisting of a prefix, a sequence number, and a letter suffix. Prefixes shall be as follows: Prefix Description Originator AP Application for Payment Contractor CO Change Order OAR CP Change Proposal Contractor CTR Certified Test Report Contractor FO Field Order OAR NBC Notification by Contractor Contractor PD Photographic Documentation Contractor General Conditions Corpus Christi Standards 007200-105 Rev 6/2021 Prefix Description Originator RCP Request fora Change Proposal OAR RD Record Data Contractor RFI Request for Information Contractor SD Shop Drawing Contractor SCH Schedule of Progress Contractor 2. Issue sequence numbers in chronological order for each type of document. 3. Issue numbers for resubmittals that have the same number as the original document followed by an alphabetical suffix indicating the number of times the same document has been sent to the Designer for processing. For example: SD 025 A represents Shop Drawing number 25 and the letter "A" designates that this is the second time this document has been sent for review. 4. Clearly note the document number on each page or sheet of the document. 5. Correct assignment of numbers is essential since different document types are processed in different ways. B. Include reference to the Drawing number and/or Specification Section, detail designation, schedule, or location that corresponds with the data on the document transmittal forms. Other identification may also be required, such as layout drawings or schedules to allow the reviewer to determine where a particular product is to be used. 24.06 Document Requirements A. Furnish documents as indicated below or in individual Specification Sections. Submit documents per the procedures described in the Contract Documents. B. Submit documents per the Specification Section shown in the following table: Document Type Section Application for Payment Article 17 Change Proposal Article 12 Certified Test Report Article 25 for approval of product Article 21 to demonstrate compliance Notification by Contractor Article 20 Photographic Documentation Article 28 Progress Schedules Article 27 Record Data Article 26 Request for Information Article 20 Shop Drawing Article 25 Schedule of Values Article 17 Substitutions Article 12 General Conditions Corpus Christi Standards 007200-106 Rev 6/2021 Document Type Section Suppliers and Subcontractors Articles 20 and 26 ARTICLE 25 — SHOP DRAWINGS 25.01 Work Included A. Shop Drawings are required for those products that cannot adequately be described in the Contract Documents to allow fabrication, erection, or installation of the product without additional detailed information from the Supplier. B. Submit Shop Drawings as required by the Contract Documents and as reasonably requested by the OPT to: 1. Record the products incorporated into the Project for the Owner; 2. Provide detailed information for the products proposed for the Project regarding their fabrication, installation, commissioning, and testing; and 3. Allow the Designer to advise the Owner if products proposed for the Project by the Contractor conform, in general, to the design concepts of the Contract Documents. C. Contractor's responsibility for full compliance with the Contract Documents is not relieved by the review of Shop Drawings, Samples, or mockups. Contract modifications can only be approved by Change Order or Field Order. 25.02 Quality Assurance A. Submit legible, accurate, and complete documents presented in a clear, easily understood manner. Shop Drawings not meeting these criteria will be rejected. B. Demonstrate that the proposed products are in full and complete compliance with the design criteria and requirements of the Contract Documents or will be if deviations requested per Paragraph 25.10 are approved. C. Furnish and install products that fully comply with the information included in the document submittal. 25.03 Contractor's Responsibilities A. Provide Shop Drawings as required by Paragraph 25.03 of the Supplementary Conditions. B. Include Shop Drawings in the Schedule of Documents required by Article 24 to indicate the Shop Drawings to be submitted, the dates on which documents are to be sent to the Designer for review and proposed dates that the product will be incorporated into the Project. C. Incorporate the dates for processing Shop Drawings into the Progress Schedule required by Article 27. 1. Submit Shop Drawings in accordance with the schedule so construction of the Project is not delayed. 2. Allow a reasonable time for the review of Shop Drawings when preparing the Progress Schedule. Include time for making revisions to the Shop Drawings and resubmitting the Shop Drawing for a least a second review. Assume a 14-day review cycle for each time General Conditions Corpus Christi Standards 007200-107 Rev 6/2021 a Shop Drawing is submitted for review unless a longer period of time is indicated in the Contract Documents. 3. Schedule document submittals to provide all information for interrelated Work at one time. 4. Allow adequate time for ordering, fabricating, delivering, and installing product so construction of the Project is not delayed. D. Complete the following before submitting a Shop Drawing or Sample: 1. Prepare Shop Drawing Review and coordinate the Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents; 2. Determine and verify specified performance and design criteria, installation requirements, materials, catalog numbers, and similar information with respect to Shop Drawings and Samples; 3. Determine and verify the suitability of materials and equipment offered with respect to the indicated application, fabrication, shipping, handling, storage, assembly, and installation pertaining to the performance of the Work; and 4. Determine and verify information relative to Contractor's responsibilities for means, methods, techniques, sequences, and procedures of construction, and safety precautions and programs incident thereto. E. Determine and verify: 1. Accurate field measurements, quantities, and dimensions are shown on the Shop Drawings; 2. Location of existing structures, utilities, and equipment related to the Shop Drawing have been shown and conflicts between the products existing structures, utilities, and equipment have been identified; 3. Conflicts that impact the installation of the products have been brought to the attention of the OPT through the Designer; 4. Shop Drawings are complete for their intended purpose; and 5. Conflicts between the Shop Drawings related to the various Subcontractors and Suppliers have been resolved. F. Review Shop Drawings prior to submitting to the Designer. Certify that all Shop Drawings have been reviewed by the Contractor and are in strict conformance with the Contract Documents as modified by Addenda, Change Order, Field Order, or Contract Amendment when submitting Shop Drawings except for deviations specifically brought to the Designer's attention on an attached Shop Drawing Deviation Request form in accordance with Paragraph 25.09. G. Fabrication or installation of any products prior to the approval of Shop Drawings is done at the Contractor's risk. Defective products may be rejected at the Owner's option. H. Payment will not be made for products for which Shop Drawings or Samples are required until these are approved by the Designer. General Conditions Corpus Christi Standards 007200-108 Rev 6/2021 25.04 Shop Drawing Requirements A. Provide adequate information in Shop Drawings and Samples so Designer can: 1. Assist the Owner in selecting colors, textures, or other aesthetic features. 2. Compare the proposed features of the product with the specified features and advise Owner that the product does, in general, conform to the Contract Documents. 3. Compare the performance features of the proposed product with those specified and advise the Owner that the product does, in general, conform to the performance criteria specified in the Contract Documents. 4. Review required certifications, guarantees, warranties, and service agreements for compliance with the Contract Documents. B. Include a complete description of the product to be furnished, including: 1. Type, dimensions, size, arrangement, and operational characteristics of the product; 2. Weights, gauges, materials of construction, external connections, anchors, and supports required; 3. All applicable standards such as ASTM or Federal specification numbers; 4. Fabrication and installation drawings, setting diagrams, manufacturing instructions, templates, patterns, and coordination drawings; 5. Mix designs for concrete, asphalt, or other materials proportioned for the Project; and 6. Complete and accurate field measurements for products which must fit existing conditions. Indicate on the document submittal that the measurements represent actual dimensions obtained at the Site. C. Submit Shop Drawings that require coordination with other Shop Drawings at the same time. Shop Drawings requiring coordination with other Shop Drawings will be rejected until a complete package is submitted. 25.05 Special Certifications and Reports A. Provide all required certifications with the Shop Drawings as specified in the individual Specification Sections: 1. Certified Test Reports (CTR): A report prepared by an approved testing agency giving results of tests performed on products to indicate their compliance with the Specifications. This report is to demonstrate that the product when installed will meet the requirements and is part of the Shop Drawing. Field tests may be performed by the Owner to determine that in place materials or products meet the same quality as indicated in the CTR submitted as part of the Shop Drawing. 2. Certification of Local Field Service (CLS): A certified letter stating that field service is available from a factory or supplier approved service organization located within a 300 mile radius of the Site. List names, addresses, and telephone numbers of approved service organizations on or attach it to the certificate. 3. Certification of Adequacy of Design (CAD): A certified letter from the manufacturer of the equipment stating that they have designed the equipment to be structurally stable General Conditions Corpus Christi Standards 007200-109 Rev 6/2021 and to withstand all imposed loads without deformation, failure, or adverse effects to the performance and operational requirements of the unit. The letter shall state that mechanical and electrical equipment is adequately sized to be fully operational for the conditions specified or normally encountered by the product's intended use. 25.06 Warranties and Guarantees A. Provide all required warranties, guarantees, and related documents with the Shop Drawing. The effective date of warranties and guarantees will be the date of acceptance of the Work by the Owner. B. Identify all Extended Warranties, defined as any guarantee of performance for the product or system beyond the 1-year correction period described in the General Conditions. Issue the warranty certificate in the name of the Owner. Provide a Warranty Bond for Extended Warranties if required by Specification Sections. C. Provide a copy of all warranties in a separate document in accordance with Article 29. 25.07 Shop Drawing Submittal Procedures A. Submit Shop Drawings through the Designer. Send all documents in digital format for processing. 1. Provide all information requested in the Shop Drawing submittal form. Do not leave any blanks incomplete. If information is not applicable, enter NA in the space provided. The Shop Drawing submittal form is to be the first document in the file submitted. 2. Submit all documents in Portable Document Format (PDF). a. Create PDF documents from native format files unless files are only available from scanned documents. b. Rotate pages so that the top of each document appears at the top of the monitor screen when opened in PDF viewing software. c. Submit PDF document with adequate resolution to allow documents to be printed in a format equivalent to the document original. Documents are to be scalable to allow printing on standard 8-1/2 x 11 or 11 x 17 paper. d. Submit color PDF documents where color is required to interpret the Shop Drawing. Submit Samples and color charts per Paragraph 25.08.A. e. Create or convert documents to allow text to be selected for comments or searched using text search features. Run scanned documents through Optical Character Recognition (OCR) software if necessary. f. Flatten markups in documents to prevent markups made by Contractor from being moved or deleted. Flatten documents to allow markup recovery. Use software to reduce file size using default settings except the option for "Drop Metadata." Uncheck the "Drop Metadata" box when reducing file size. h. Add footers to each document with the Project name. g• General Conditions Corpus Christi Standards 007200-110 Rev 6/2021 3. Submit each specific product or class of material separately so these can be tracked and processed independently. Do not submit Shop Drawings for more than one product in the same Shop Drawing. 4. Submit items specified in different Specification Sections separately unless they are part of an integrated system. 5. Define abbreviations and symbols used in Shop Drawings. a. Use terms and symbols in Shop Drawings consistent with the Contract Drawings. b. Provide a list of abbreviations and their meaning as used in the Shop Drawings. c. Provide a legend for symbols used on Shop Drawings. 6. Mark Shop Drawings to reference: a. Related Specification Sections, b. Drawing number and detail designation, c. Product designation or name, d. Schedule references, e. System into which the product is incorporated, and f. Location where the product is incorporated into the Project. B. Use the following conventions to markup Shop Drawings for review: 1. Make comments and corrections in the color blue. Add explanatory comments to the markup. 2. Highlight items in black that are not being furnished when the Supplier's standard drawings or information sheets are provided so that only the products to be provided are in their original color. 3. Make comments in the color yellow where selections or decisions by the Designer are required, but such selections do not constitute a deviation from the Contract Documents. Add explanatory comments to the markup to indicate the action to be taken by the Designer. 4. Make comments in the color orange that are deviation requests. Include the deviation request number on the Shop Drawing that corresponds to the deviation request on the Shop Drawing Deviation Request form. Include explanatory comments in the Shop Drawing Deviation Request form. 5. Mark dimensions with the prefix FD to indicate field verified dimensions on the Shop Drawings. C. Submit a Change Proposal per Article 12 to request modifications to the Contract Documents, including those for approval of "or equal" products when specifically allowed by the Contract Documents or as a substitution for specified products or procedures. D. Designate a Shop Drawing as requiring priority treatment in the comment section of the Shop Drawing submittal form to place the review of the Shop Drawing ahead of other Shop Drawings previously delivered. Shop Drawings are typically reviewed in the order received, unless Contractor requests that a different priority be assigned. Priority Shop Drawings will General Conditions Corpus Christi Standards 007200-111 Rev 6/2021 be reviewed before other Shop Drawings for this Project already received but not yet reviewed. Use of this priority designation for Shop Drawings may delay the review of Shop Drawings previously submitted, pushing the processing of Shop Drawings beyond the 14-day target. Contractor is responsible for delays resulting from the use of the priority designation status on Shop Drawings. E. Complete the certification required by Paragraph 25.03. 25.08 Sample and Mockup Submittal Procedures A. Submit color charts and Samples for every product requiring color, texture, or finish selection. 1. Submit color charts and Samples only after Shop Drawings for the products have been approved. 2. Deliver all color charts and Samples at one time. 3. Provide Samples of adequate size to clearly illustrate the functional characteristics of the product, with integrally related parts and attachment devices. 4. Indicate the full range of color, texture, and patterns. 5. Deliver color charts and Samples to the field office and store for the duration of the Project 6. Notify the Designer that color charts and Samples have been delivered for approval using the Notification by Contractor form. 7. Submit color charts and Samples not less than 30 days prior to when these products are to be ordered or released for fabrication to comply with the Project schedule. 8. Remove Samples that have been rejected. Submit new Samples following the same process as for the initial Sample until Samples are approved. 9. Dispose of Samples when related Work has been completed and approved and disposal is approved by the Designer. At Owner's option, Samples will become the property of the Owner. B. Construct mockups for comparison with the Work being performed. 1. Construct mockups from the actual products to be used in construction per detailed Specification Sections. 2. Construct mockups of the size and in the area indicated in the Contract Documents. 3. Construct mockups complete with texture and finish to represent the finished product. 4. Notify the Designer that mockups have been constructed and are ready for approval using the Notification by Contractor form. Allow 2 weeks for OPT to approve of the mockup before beginning the Work represented by the mockup. 5. Remove mockups that have been rejected. Construct new mockups following the same process as for the initial mockup until mockup is approved. 6. Protect mockups until Work has been completed and accepted by the OPT. General Conditions Corpus Christi Standards 007200-112 Rev 6/2021 7. Dispose of mockups when related Work has been completed and disposal is approved by the Designer. 25.09 Equal Non Specified Products A. Contractor may submit other manufacturers' products that are in full compliance with the Specification where Specifications list one or more manufacturers followed by the phase "or equal" or "or approved equal." 1. Submit a Shop Drawing as required by this article to document that the proposed product is equal or superior to the specified product. 2. Prove that the product is equal. It is not the OPT's responsibility to prove the product is not equal. a. Indicate on a point by point basis for each specified feature that the product is equal to the Contract Document requirements. b. Make a direct comparison with the specified manufacturer's published data sheets and available information. Provide this printed material with the Shop Drawing. c. The decision of the Designer regarding the acceptability of the proposed product is final. 3. Provide a typewritten certification that, in furnishing the proposed product as an equal, the Contractor: a. Has thoroughly examined the proposed product and has determined that it is equal or superior in all respects to the product specified. b. Has determined that the product will perform in the same manner and result in the same process as the specified product. c. Will provide the same warranties and/or bonds as for the product specified. d. Will assume all responsibility to coordinate any modifications that may be necessary to incorporate the product into the construction and will waive all claims for additional Work which may be necessary to incorporate the product into the Project which may subsequently become apparent. e. Will maintain the same time schedule as for the specified product. 25.10 Requests for Deviation A. Submit requests for deviation from the Contract Documents for any product that does not fully comply with the Contract Documents. B. Submit requests for deviation using the Shop Drawing Deviation Request form provided. Identify each deviation request as a separate item. Include all requested deviations that must be approved as a group together and identify them as a single item. C. Include a description of why the deviation is required and the impact on Contract Price or Contract Times. Include the amount of any cost savings to the Owner for deviations that result in a reduction in cost. D. Submit as a Change Proposal prior to submitting the Shop Drawing if the deviation will result in a change in Contract Price or Contract Times. General Conditions Corpus Christi Standards 007200-113 Rev 6/2021 E. A Modification must be issued by the Designer for approval of a deviation. Approval of a requested Shop Drawing deviation by the Designer on the Shop Drawings Deviation Request form indicates approval of the requested deviation only on its technical merits as generally conforming to the Contract Documents. Deviations from the Contract Documents can only be approved by a Modification. 25.11 Designer Responsibilities A. Shop Drawings will be received by the Designer. Designer will log the documents and review per this Article for general conformance with the Contract Documents. 1. Designer's review and approval will be only to determine if the products described in the Shop Drawing or Sample will, after installation or incorporation into the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. Designer's review and approval will not extend to means, methods, techniques, sequences, or procedures of construction or to safety precautions or programs incident thereto. 3. Designer's review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. B. Comments will be made on items called to the attention of the Designer for review and comment. Any marks made by the Designer do not constitute a blanket review of the document submittal or relieve the Contractor from responsibility for errors or deviations from the Contract requirements. 1. Designer will respond to Contractor's markups by either making markups directly in the Shop Drawings file using the color green or by attaching a Document Review Comments form with review comments. 2. Shop Drawings that are reviewed will be returned with one or more of the following status designations: a. Approved: Shop Drawing is found to be acceptable as submitted. b. Approved as Noted: Shop Drawing is Approved so long as corrections or notations made by Designer are incorporated into the Show Drawing. c. Not Approved: Shop Drawing or products described are not acceptable. 3. Shop Drawing will also be designated for one of the following actions: a. Final distribution: Shop Drawing is acceptable without further action and has been filed as a record document. b. Shop Drawing not required: A Shop Drawing was not required by the Contract Documents. Resubmit the document per Article 26. c. Cancelled: This action indicates that for some reason, the Shop Drawing is to be removed from consideration and all efforts regarding the processing of that document are to cease. General Conditions Corpus Christi Standards 007200-114 Rev 6/2021 d. Revise and resubmit: Shop Drawing has deviations from the Contract Documents, significant errors, or is inadequate and must be revised and resubmitted for subsequent review. e. Resubmit with corrections made: Shop Drawing is "Approved as Noted," but has significant markups. Make correction and notations to provide a revised document with markup incorporated into the original document so that no markups are required. f. Returned without review due to excessive deficiencies: Document does not meet the requirement of the Specifications for presentation or content to the point where continuing to review the document would be counterproductive to the review process or clearly does not meet the requirements of the Contract Documents. Revise the Shop Drawing to comply with the requirements of this Section and resubmit. g• Actions a through c will close out the Shop Drawing review process and no further action is required as a Shop Drawing. Actions d through f require follow up action to close out the review process. 4. Drawings with a significant or substantial number of markings by the Contractor may be marked "Approved as Noted" and "Resubmit with corrections made." These drawings are to be revised to provide a clean record of the Shop Drawing. Proceed with ordering products as the documents are revised. 5. Dimensions or other data that does not appear to conform to the Contract Documents will be marked as "At Variance With" (AVW) the Contract Documents or other information provided. The Contractor is to make revisions as appropriate to comply with the Contract Documents. C. Bring deviations to the Shop Drawings to the attention of the Designer for approval by using the Shop Drawing Deviation Request form. Use a single line for each requested deviation so the Status and Action for each deviation can be determined for that requested deviation. If approval or rejection of a requested deviation will impact other requested deviations, then all related deviations should be included in that requested deviation line so the status and action can be determined on the requested deviation as a whole. D. Requested deviations will be reviewed as possible Modification to the Contract Documents. 1. A Requested deviation will be rejected as "Not Approved" if the requested deviation is unacceptable. Contractor is to revise and resubmit the Shop Drawing with corrections for approval. 2. A Field Order will be issued by the Designer for deviations approved by the Designer if the requested deviation is acceptable and if the requested deviation will not result in a change in Contract Price or Contract Times. Requested deviations from the Contract Documents may only be approved by Field Order. 3. A requested deviation will be rejected if the requested deviation is acceptable but the requested deviation will or should result in a change in Contract Price or Contract Times. Submit any requested deviation that requires a change in Contract Price or Contract Times as a Change Proposal for approval prior to resubmitting the Shop Drawing. General Conditions Corpus Christi Standards 007200-115 Rev 6/2021 E. Contractor is to resubmit the Shop Drawing until it is acceptable and marked Approved or Approved as Noted and is assigned an action per Paragraph 25.11 that indicates that the Shop Drawing process is closed. F. Information that is submitted as a Shop Drawings that should be submitted as Record Data or other type of document, or is not required may be returned without review, or may be deleted. No further action is required and the Shop Drawing process for this document will be closed. 25.12 Resubmission Requirements A. Make all corrections or changes in the documents required by the Designer and resubmit to the Designer until approved. 1. Revise initial drawings or data and resubmit as specified for the original document. 2. Highlight or cloud in green those revisions which have been made in response to the previous reviews by the Designer. This will include changes previously highlighted or clouded in yellow to direct attention to Designer to items requiring selections or decisions by the Designer or highlighted or clouded in orange for a requested deviation from the Contract Documents. 3. Highlight and cloud new items in yellow where selections or decisions by the Designer are required, but such selections do not constitute a deviation from the Contract Documents. Add explanatory comments to the markup to indicate the action to be taken by the Designer. 4. Highlight and cloud new items in orange that are deviation requests. Include the deviation request number on the Shop Drawing that corresponds to the deviation request on the Shop Drawing Deviation Request form. Numbering for these new items is to start with the next number following the last Shop Drawing deviation requested. Include explanatory comments in the Shop Drawing Deviation Request form. B. Pay for excessive review of Shop Drawings. 1. Excessive review of Shop Drawings is defined as any review required after the original review has been made and the first resubmittal has been checked to see that corrections have been made. 2. Review of Shop Drawings or Samples will be an additional service requiring payment by the Contractor if the Contractor submits a substitution for a product for which a Shop Drawing or Sample has previously been approved, unless the need for such change is beyond the control of Contractor. 3. Cost for additional review time will be billed to the Owner by the Designer for the actual hours required for the review of Shop Drawings by Designer and in accordance with the rates listed in SECTION 00 73 00 SUPPLEMENTARY CONDITIONS. 4. A Set-off will be included in each Application for Payment to pay costs for the additional review to the Owner on a monthly basis. The Set-off will be based on invoices submitted to Owner for these services. General Conditions Corpus Christi Standards 007200-116 Rev 6/2021 5. Need for more than one resubmission or any other delay of obtaining Designer's review of Shop Drawings will not entitle the Contractor to an adjustment in Contract Price or an extension of Contract Times. ARTICLE 26 — RECORD DATA 26.01 Work Included A. Submit Record Data as required by the Contract Documents and as reasonably requested by the OPT. Provide Record Data for all products unless a Shop Drawing is required for the same item. B. Submit Record Data to provide documents that allow the Owner to: 1. Record the products incorporated into the Project for the Owner; 2. Review detailed information about the products regarding their fabrication, installation, commissioning, and testing; and 3. Provide replacement or repair of the products at some future date. C. Contractor's responsibility for full compliance with the Contract Documents is not relieved by the receipt or cursory review of Record Data. Contract modifications can only be approved by Change Order or Field Order. D. Provide various reports or other documents that Contract Documents require for record purposes. 26.02 Quality Assurance A. Submit legible, accurate, and complete documents presented in a clear, easily understood manner. Record Data not meeting these criteria will be rejected. 26.03 Contractor's Responsibilities A. Submit Record Data in accordance with SECTION 00 73 00 SUPPLEMENTARY CONDITIONS. B. Include Record Data in the Schedule of Documents required by Article 24 to indicate the Record Data to be submitted, the dates on which documents are to be sent to the Designer for review, and proposed dates that the product will be incorporated into the Project. C. Complete the following before submitting Record Data: 1. Prepare Record Data and coordinate with Shop Drawings or Samples, other Record Data, and with the requirements of the Work and the Contract Documents; 2. Determine and verify specified performance and design criteria, installation requirements, materials, catalog numbers, and similar information; 3. Determine and verify the suitability of materials and equipment offered with respect to the indicated application, fabrication, shipping, handling, storage, assembly, and installation pertaining to the performance of the Work; and 4. Determine and verify information relative to Contractor's responsibilities for means, methods, techniques, sequences, and procedures of construction, and safety precautions and programs incident thereto. General Conditions Corpus Christi Standards 007200-117 Rev 6/2021 D. Determine and verify: 1. Accurate field measurements, quantities, and dimensions are shown on the Record Data; 2. Location of existing structures, utilities, and equipment related to the Record Data have been shown and conflicts between the products existing structures, utilities, and equipment have been identified; 3. Conflicts that impact the installation of the products have been brought to the attention of the OPT through the Designer; 4. Record Data are complete for their intended purpose; and 5. Conflicts between the Record Data related to the various Subcontractors and Suppliers have been resolved. E. Review Record Data prior to submitting to the Designer. Certify that all Record Data has been reviewed by the Contractor and is in strict conformance with the Contract Documents as modified by Addenda, Change Order, Field Order, or Contract Amendment when submitting Record Data. 26.04 Record Data Requirements A. Include a complete description of the material or equipment to be furnished, including: 1. Type, dimensions, size, arrangement, model number, and operational parameters of the components; 2. Weights, gauges, materials of construction, external connections, anchors, and supports required; 3. All applicable standards such as ASTM or Federal specification numbers; 4. Fabrication and installation drawings, setting diagrams, manufacturing instructions, templates, patterns, and coordination drawings; 5. Mix designs for concrete, asphalt or other materials proportioned for the Project; and 6. Complete and accurate field measurements for products which must fit existing conditions. Indicate on the document submittal that the measurements represent actual dimensions obtained at the Site. 26.05 Special Certifications and Reports A. Provide all required certifications with the Record Data as specified in the individual Specification Sections: 1. Certified Test Reports (CTR): A report prepared by an approved testing agency giving results of tests performed on products to indicate their compliance with the Specifications. This report is to demonstrate that the product when installed will meet the requirements and is part of the Record Data. Field tests may be performed by the Owner to determine that in place materials or products meet the same quality as indicated in the CTR submitted as part of the Record Data. General Conditions Corpus Christi Standards 007200-118 Rev 6/2021 26.06 Warranties and Guarantees A. Provide all required warranties, guarantees, and related documents with the Record Data. The effective date of warranties and guarantees will be the date of acceptance of the Work by the Owner. B. Identify all Extended Warranties, defined as any guarantee of performance for the product or system beyond the 1 year correction period described in the General Conditions. Issue the warranty certificate in the name of the Owner. Provide a Warranty Bond for Extended Warranties if required. C. Provide a copy of all warranties in a separate document in accordance with Article 29. 26.07 Record Data Submittal Procedures A. Submit Record Data through the Designer. Send all documents in digital format for processing. 1. Provide all information requested in the Record Data submittal form. Do not leave any blanks incomplete. If information is not applicable, enter NA in the space provided. The Record Data submittal form is to be the first document in the file. 2. Submit all documents in Portable Document Format (PDF). a. Create PDF documents from native format files unless files are only available from scanned documents. b. Rotate pages so that the top of each document appears at the top of the monitor screen when opened in PDF viewing software. c. Submit PDF document with adequate resolution to allow documents to be printed in a format equivalent to the document original. Documents are to be scalable to allow printing on standard 8-1/2 x 11 or 11 x 17 paper. d. Submit color PDF documents where color is required to interpret the Record Data. e. Create or convert documents to allow text to be selected for comments or searched using text search features. Run scanned documents through Optical Character Recognition (OCR) software if necessary. f. Flatten markups in documents to prevent markups made by Contractor from being moved or deleted. Flatten documents to allow markup recovery. Use software to reduce file size using default settings except the option for "Drop Metadata." Uncheck the "Drop Metadata" box when reducing file size. h. Add footers to each document with the Project name. 3. Submit each specific product, class of material, or product separately so these can be tracked and processed independently. Do not submit Record Data for more than one system in the same Record Data. g• 4. Submit items specified in different Specification Sections separately unless they are part of an integrated system. 5. Define abbreviations and symbols used in Record Data. General Conditions Corpus Christi Standards 007200-119 Rev 6/2021 a. Use terms and symbols in Record Data consistent with the Contract Drawings. b. Provide a list of abbreviations and their meaning as used in the Record Data. c. Provide a legend for symbols used on Record Data. 6. Mark Record Data to reference: a. Related Specification Sections, b. Drawing number and detail designation, c. Product designation or name, d. Schedule references, e. System into which the product is incorporated, and f. Location where the product is incorporated into the Project. B. Submit a Change Proposal per Article 12 to request modifications to the Contract Documents, including those for approval of "or equal" products when specifically allowed by the Contract Documents or as a substitution for specified products or procedures. Deviations from the Contract Documents can only be approved by a Modification. C. Complete the certification required by Paragraph 26.03. 26.08 Designer's Responsibilities A. Record Data will be received by the Designer, logged, and provided to Owner as the Project record. 1. Record Data may be reviewed to see that the information provided is adequate for the purpose intended. Record Data not meeting the requirements of Paragraph 26.02 may be rejected as unacceptable. 2. Record Data is not reviewed for compliance with the Contract Documents. Comments may be returned if deviations from the Contract Documents are noted during the cursory review performed to see that the information is adequate. 3. Contractor's responsibility for full compliance with the Contract Documents is not relieved by the review of Record Data. Contract modifications can only be approved by a Modification. B. Designer may take the following action in processing Record Data: 1. File Record Data as received if the cursory review indicates that the document meets the requirements of Paragraph 26.02. Document will be given the status of "Filed as Received" and no further action is required on that Record Data. 2. Reject the Record Data for one of the following reasons: a. The document submittal requirements of the Contract Documents indicate that the document submitted as Record Data should have been submitted as a Shop Drawing. The Record Data will be marked "Rejected" and "Submit Shop Drawing." No further action is required on this document as Record Data and the Record Data process will be closed. Resubmit the document as a Shop Drawing per Article 25. General Conditions Corpus Christi Standards 007200-120 Rev 6/2021 b. The cursory review indicates that the document does not meet the requirements of Paragraph 26.02. The Record Data will be marked "Rejected" and "Revise and Resubmit." Contractor is to resubmit the Record Data until it is acceptable and marked "Filed as Received." When Record Data is filed, no further action is required, and the Record Data process will be closed. c. The Record Data is not required by the Contract Documents nor is the Record Data applicable to the Project. The Record Data will be marked "Rejected" and "Cancel - Not Required." No further action is required, and the Record Data process will be closed. C. Contractor is to resubmit the Record Data until it is acceptable and marked "Filed as Received." ARTICLE 27 — CONSTRUCTION PROGRESS SCHEDULE 27.01 Requirements A. Prepare and submit a Progress Schedule for the Work and update the schedule on a monthly basis for the duration of the Project. B. Provide schedule in adequate detail to allow Owner to monitor progress and to relate document processing to sequential activities of the Work. C. Incorporate and specifically designate the dates of anticipated submission of documents and the dates when documents must be returned to the Contractor into the schedule. D. Assume complete responsibility for maintaining the progress of the Work per the schedule submitted. E. Schedule Work based upon a six day work week. 27.02 Document Submittal A. Submit Progress Schedules in accordance with Article 24. B. Submit a preliminary schedule within 10 days after the Notice of Award. The schedule is to be available at the pre -construction conference. C. Submit a detailed schedule at least 10 days prior to the first payment request. D. Submit Progress Schedule updates monthly with Applications for Payment to indicate the progress made on the Project to that date. Failure to submit the schedule may cause delay in the review and approval of Applications for Payment. 27.03 Schedule Requirements A. Schedule is to be in adequate detail to: 1. Assure adequate planning, scheduling, and reporting during the execution of the Work; 2. Assure the coordination of the Work of the Contractor and the various Subcontractors and Suppliers; 3. Assist in monitoring the progress of the Work; and General Conditions Corpus Christi Standards 007200-121 Rev 6/2021 4. Assist in evaluating proposed changes to the Contract Times and Project schedule. B. Provide personnel with 5 years' minimum experience in scheduling construction work comparable to this Project. Prepare the schedule using acceptable scheduling software. C. Provide the schedule in the form of a computer generated critical path schedule which includes Work to be performed on the Project. It is intended that the schedule accomplish the following: 1. Give early warning of delays in time for correction. 2. Provide detailed plans for the execution of the Work in the form of future activities and events in sequential relationships. 3. Establish relationships of significant planned Work activities and provide a logical sequence for planned Work activities. 4. Provide continuous current status information. 5. Allow analysis of the Contractor's program for the completion of the Project. 6. Permit schedules to be revised when the existing schedule is not achievable. 7. Log the progress of the Work as it actually occurs. D. Prepare a time scaled CPM arrow or precedence diagram to indicate each activity and its start and stop dates. 1. Develop Milestone dates and Project completion dates to conform to time constraints, sequencing requirements and Contract completion date. 2. Use calendar day durations while accounting for holidays and weather conditions in the projection of the duration of each activity. 3. Clearly indicate the critical path for Work to complete the Project. E. Provide a time scaled horizontal bar chart which indicates graphically the Work scheduled at any time during the Project. The chart is to indicate: 1. Complete sequence of construction by activity; 2. Identification of the activity by structure, location, and type of Work; 3. Chronological order of the start of each item of Work; 4. The activity start and stop dates; 5. The activity duration; 6. Successor and predecessor relationships for each activity; 7. A clearly indicated single critical path; and 8. Projected percentage of completion, based on dollar value of the Work included in each activity as of the first day of each month. F. Provide a schedule incorporating the Schedule of Documents provided in accordance with Article 24 indicating: 1. Specific date each document is to be delivered to the Designer. 2. Specific date each document must be received in order to meet the proposed schedule. General Conditions Corpus Christi Standards 007200-122 Rev 6/2021 3. Allow a reasonable time to review documents, taking into consideration the size and complexity of the document, other documents being processed, and other factors that may affect review time. 4. Allow time for re -submission of each document. Contractor is responsible for delays associated with additional time required to review incomplete or erroneous documents and for time lost when documents are submitted for products that do not meet Specification requirements. 27.04 Schedule Revisions A. Revise the schedule if it appears that the schedule no longer represents the actual progress of the Work. 1. Submit a written report if the schedule indicates that the Project is more than 30 days behind schedule. The report is to include: a. Number of days behind schedule; b. Narrative description of the steps to be taken to bring the Project back on schedule; and c. Anticipated time required to bring the Project back on schedule. 2. Submit a revised schedule indicating the action that the Contractor proposes to take to bring the Project back on schedule. B. Revise the schedule to indicate any adjustments in Contract Times approved by Modification. 1. Include a revised schedule with Change Proposals if a change in Contract Times is requested. 2. OPT will deem any Change Proposal that does not have a revised schedule and request for a change in Contract Times as having no impact on the ability of the Contractor to complete the Project within the Contract Times. C. Updating the Project schedule to reflect actual progress is not considered a revision to the Project schedule. D. Applications for Payment may not be recommended for payment without a revised schedule and if required, the report indicating the Contractor's plan for bringing the Project back on schedule. 27.05 Float Time A. Define float time as the amount of time between the earliest start date and the latest start date of a chain of activities on the construction schedule. B. Float time is not for the exclusive use or benefit of either the Contractor or Owner. C. Where several subsystems each have a critical path, the subsystem with the longest time of completion is the critical path and float time is to be assigned to other subsystems. D. Contract Times cannot be changed by the submission of a schedule. Contract Times can only be modified by a Change Order or Contract Amendment. General Conditions Corpus Christi Standards 007200-123 Rev 6/2021 E. Schedule completion date must be the same as the Contract completion date. Time between the end of construction and the Contract completion date is float time. ARTICLE 28 — VIDEO AND PHOTOGRAPHIC DOCUMENTATION 28.01 Work Included A. Provide a video recording of the Site prior to the beginning of construction. 1. Record the condition of all existing facilities in or abutting the construction area (right- of-way) including but not limited to streets, curb and gutter, utilities, driveways, fencing, landscaping, etc. 2. Record after construction staking is complete but prior to any clearing. 3. Provide one copy of the recording, dated and labeled to the OAR before the start of construction. Provide additional recording as directed by the OAR if the recording provided is not considered suitable for the purpose of recording pre-existing conditions. B. Furnish an adequate number of photographs of the Site to clearly depict the completed Project. 1. Provide a minimum of ten different views. 2. Photograph a panoramic view of the entire Site. 3. Photograph all significant areas of completed construction. 4. Completion photographs are not to be taken until all construction trailers, excess materials, trash, and debris have been removed. 5. Employ a professional photographer approved by the OAR to photograph the Project. 6. Provide one aerial photograph of the Site from an angle and height to include the entire Site while providing adequate detail. C. All photographs, video recordings, and a digital copy of this media are to become the property of the Owner. Photographs or recordings may not be used for publication, or public or private display without the written consent of the Owner. 28.02 Quality Assurance A. Provide clear photographs and recordings taken with proper exposure. View photographs and recordings in the field and take new photographs or recordings immediately if photos of an adequate print quality cannot be produced or video quality is not adequate. Provide photographs with adequate quality and resolution to permit enlargements. 28.03 Document Submittal A. Submit photographic documentation as Record Data in accordance with Article 24. B. Submit two DVDs of the video recording as Record Data in accordance with Article 24. General Conditions Corpus Christi Standards 007200-124 Rev 6/2021 28.04 Photographs A. Provide photographs in digital format with a minimum resolution of 1280 x 960, accomplished without a digital zoom. B. Take photographs at locations acceptable to the OAR. C. Provide two color prints of each photograph and a digital copy on a DVD of each photograph taken. D. Identify each print on back with: 1. Project name. 2. Date, time, location, and orientation of the exposure. 3. Description of the subject of photograph. E. Submit photographs in clear plastic sheets designed for photographs. Place only one photograph in each sheet to allow the description on the back to be read without removing the photograph. F. Final photographs are to include two 8-by-10-inch glossy color prints for each of ten photographs selected by the OAR. These photographs are in addition to normal prints. 28.05 Video Recording A. Provide digital format on DVD that can be played with Windows Media Player in common format in full screen mode. B. Identify Project on video by audio or visual means. C. Video file size should not exceed 400 MB. D. Video resolution shall be 1080p. E. The quality of the video must be sufficient to determine the existing conditions of the construction area. Camera panning must be performed while at rest, do not pan the camera while walking or driving. Camera pans should be performed at intervals sufficient to clearly view the entire construction area. F. DVD shall be labeled with construction stationing and stationing should be called out, voice recorded, in the video. G. The entire construction area recording shall be submitted at once. Sections submitted separately will not be accepted. H. Pipeline projects should be recorded linearly from beginning to end. ARTICLE 29 — EXECUTION AND CLOSEOUT 29.01 Substantial Completion A. Notify the OAR that the Work or a designated portion of the Work is substantially complete per the General Conditions. Include a list of the items remaining to be completed or corrected before the Project will be considered to be complete. General Conditions Corpus Christi Standards 007200-125 Rev 6/2021 B. OPT will visit the Site to observe the Work within 30 days after notification is received to determine the status of the Project. C. OAR will notify the Contractor, within 120 days after notification, that the Work is either substantially complete or that additional Work must be performed before the Project will be considered substantially complete. 1. OAR will notify the Contractor of items that must be completed before the Project will be considered substantially complete. 2. Correct the noted deficiencies in the Work. 3. Notify the OAR when the items of Work in the OAR's notice have been completed. 4. OPT will revisit the Site and repeat the process. 5. OAR will issue a Certificate of Substantial Completion to the Contractor when the OPT considers the Project to be substantially complete. The Certificate will include a tentative list of items to be corrected before Final Payment will be recommended. 6. Review the list and notify the OAR of any objections to items on the list within 10 days after receiving the Certificate of Substantial Completion. 29.02 Final Inspections A. Notify the OAR when: 1. Work has been completed in compliance with the Contract Documents; 2. Equipment and systems have been tested per Contract Documents and are fully operational; 3. Final Operations and Maintenance Manuals have been provided to the Owner and all operator training has been completed; 4. Specified spare parts and special tools have been provided; and 5. Work is complete and ready for final inspection. B. OPT will visit the Site to determine if the Project is complete and ready for Final Payment within 30 days after the notice is received. C. Designer will notify the Contractor that the Project is complete or will notify the Contractor that Work is Defective. D. Take immediate steps to correct Defective Work. Notify the Designer when Defective Work has been corrected. OPT will visit the Site to determine if the Project is complete and the Work is acceptable. OAR will notify the Contractor that the Project is complete or will notify the Contractor that Work is Defective. E. Submit the Request for Final Payment with the closeout documents described in Paragraph 29.04 if notified that the Project is complete, and the Work is acceptable. 29.03 Reinspection Fees A. Owner may impose a Set-off against the Application for Payment in accordance with the General Conditions to compensate the OPT for additional visits to the Project if additional Work is required. General Conditions Corpus Christi Standards 007200-126 Rev 6/2021 29.04 Closeout Documents Submittal A. Record Documents per Article 20. B. Warranties and bonds. C. Equipment installation reports on equipment. D. Shop Drawings, Record Data, and other documents as required by the Contract Documents. E. Evidence of continuing insurance and bond coverage as required by the Contract Documents. F. Final Photographs per Article 28. 29.05 Transfer of Utilities A. If applicable to the Project, transfer utilities to the Owner when the Certificate of Substantial Completion has been issued and the Work has been occupied by the Owner. B. Submit final meter readings for utilities and similar data as of the date the Owner occupied the Work. 29.06 Warranties, Bonds and Service Agreements A. Provide warranties, bonds, and service agreements required by the Contract Documents. B. The date for the start of warranties, bonds, and service agreements is established per the Contract Documents. C. Compile warranties, bonds, and service agreements and review these documents for compliance with the Contract Documents. 1. Provide a log of all equipment covered under the 1-year correction period specified in the Contract Documents and all products for which special or extended warranties or guarantees are provided. Index the log by Specification Section number on forms provided. Include items 2.e through 2.g below in the tabulation. 2. Provide a copy of specific warranties or guarantees under a tab indexed to the log. Each document is to include: a. A description of the product or Work item; b. The firm name with the name of the principal, address, and telephone number; c. Signature of the respective Supplier or Subcontractor to acknowledge existence of the warranty obligation for extended warranties and service agreements; d. Scope of warranty, bond, or service agreement; e. Indicate the start date for the correction period specified in the Contract Documents for each product and the date on which the specified correction period expires. f. Indicate the start date for extended warranties for each product and the date on which the specified extended warranties period expires. g. Start date, warranty or guarantee period, and expiration date for each warranty, bond, and service agreement; General Conditions Corpus Christi Standards 007200-127 Rev 6/2021 h. Procedures to be followed in the event of a failure; and i. Specific instances that might invalidate the warranty or bond. D. Submit digital copies of the documents to the Designer for review. E. Submit warranties, bonds, and service agreements within 10 days after equipment or components are placed in service. ARTICLE 30 — MISCELLANEOUS 30.01 Computation of Times A. Exclude the first day and include the last day when determining dates for a period of time referred to in the Contract Documents by days. The last day of this period is to be omitted from the determination if it falls on a Sunday or a legal holiday. B. All references and conditions for a Calendar Day Contract in the Contract Documents apply for a Fixed Date Contract. A Fixed Date Contract is one in which the calendar dates for reaching Substantial Completion and/or final completion are specified in lieu of identifying the number of days involved. 30.02 Owner's Right to Audit Contractor's Records A. By execution of the Contract, Contractor grants Owner the right to audit, examine, inspect and/or copy, at Owner's election at all reasonable times during the term of this Contract and for a period of four (4) years following the completion or termination of the Work, all of Contractor's written and electronically stored records and billings relating to the performance of the Work under the Contract Documents. The audit, examination or inspection may be performed by an Owner designee, which may include its internal auditors or an outside representative engaged by Owner. Contractor agrees to retain its records for a minimum of four (4) years following termination of the Contract, unless there is an ongoing dispute under the Contract, then, such retention period must extend until final resolution of the dispute. As used in these General Conditions, "Contractor written and electronically stored records" include any and all information, materials and data of every kind and character generated as a result of the work under this Contract. Examples of Contractor written and electronically stored records include, but are not limited to: accounting data and reports, billings, books, general ledgers, cost ledgers, invoices, production sheets, documents, correspondence, meeting notes, subscriptions, agreements, purchase orders, leases, contracts, commitments, arrangements, notes, daily diaries, reports, drawings, receipts, vouchers, memoranda, time sheets, payroll records, policies, procedures, Subcontractor agreements, Supplier agreements, rental equipment proposals, federal and state tax filings for any issue in question, along with any and all other agreements, sources of information and matters that may, in Owner's sole judgment, have any bearing on or pertain to any matters, rights, duties or obligations under or covered by any Contract Documents. B. Owner agrees to exercise the right to audit, examine or inspect Contractor's records only during regular business hours. Contractor agrees to allow Owner and/or Owner's designee access to all of the Contractor's Records, Contractor's facilities, and current or former employees of Contractor, deemed necessary by Owner or its designee(s), to perform such audit, inspection or examination. Contractor also agrees to provide adequate and General Conditions Corpus Christi Standards 007200-128 Rev 6/2021 appropriate work space necessary for Owner or its designees to conduct such audits, inspections or examinations. C. Contractor must include this Paragraph 30.02 in any Subcontractor, supplier or vendor contract. 30.03 Independent Contractor A. Contractor is to perform its duties under this Contract as an independent contractor. The Contractor's Team and their personnel are not considered to be employees or agents of the Owner. Nothing in this Contract is to be interpreted as granting Contractor's Team the right or authority to make commitments for the Owner. This Contract does not constitute or create a joint venture, partnership or formal business organization of any kind. 30.04 Cumulative Remedies A. The duties and obligations imposed by these General Conditions and the rights and remedies available to the Owner or Contractor by these General Conditions are in addition to, and are not a limitation of, the rights and remedies which are otherwise imposed or available by: 1. Laws or Regulations; 2. Special warranties or guarantees; or 3. Other provisions of the Contract Documents. B. The provisions of this Paragraph 30.04 are as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right and remedy to which they apply. 30.05 Limitation of Damages A. Owner is not liable to Contractor for claims, costs, losses or damages sustained by Contractor's Team associated with other projects or anticipated projects. B. Contractor waives claims for consequential damages, incidental or special damages arising out of or relating to this Contract, whether the damages are claimed in contract, tort or on any other basis. 30.06 No Waiver A. The failure of Owner or Contractor to enforce any provision of this Contract does not constitute a waiver of that provision or affect the enforceability of that provision or the remainder of this Contract. 30.07 Severability A. If a court of competent jurisdiction renders a part of this Contract invalid or unenforceable, that part is to be severed and the remainder of this Contract continues in full force. General Conditions Corpus Christi Standards 007200-129 Rev 6/2021 30.08 Survival of Obligations A. Representations, indemnifications, warranties, guarantees and continuing obligations required by the Contract Documents survive completion and acceptance of the Work or termination of the Contract. 30.09 No Third Party Beneficiaries A. Nothing in this Contract can be construed to create rights in any entity other than the Owner and Contractor. Neither the Owner nor Contractor intends to create third party beneficiaries by entering into this Contract. 30.10 Assignment of Contract A. This Contract may not be assigned in whole or in part by the Contractor without the prior written consent of the Owner. 30.11 No Waiver of Sovereign Immunity A. The Owner has not waived its sovereign immunity by entering into and performing its obligations under this Contract. B. This Contract is to perform a governmental function solely for the public benefit. 30.12 Controlling Law A. This Contract is governed by the laws of the State of Texas without regard to its conflicts of laws. Venue for legal proceedings lies exclusively in Nueces County, Texas. Cases must be filed and tried in Nueces County and cannot be removed from Nueces County, Texas. 30.13 Conditions Precedent to Right to Sue A. Notwithstanding anything herein to the contrary, Contractor will have at least 90 days to give notice of a claim for damages as a condition precedent to the right to sue on the Contract, subject to the contractual Claims and Alternative Dispute Resolution processes set forth herein. 30.14 Waiver of Trial by Jury A. Owner and Contractor agree that they have knowingly waived and do hereby waive the right to trial by jury and have instead agreed, in the event of any litigation arising out of or connected to this Contract, to proceed with a trial before the court, unless both parties subsequently agree otherwise in writing. 30.15 Attorney Fees A. The Parties expressly agree that, in the event of litigation, all parties waive rights to payment of attorneys' fees that otherwise might be recoverable, pursuant to the Texas Civil Practice and Remedies Code Chapter 38, Texas Local Government Code §271.153, the Prompt Payment Act, common law or any other provision for payment of attorney's fees. General Conditions Corpus Christi Standards 007200-130 Rev 6/2021 30.16 Compliance with Laws A. Comply with the Americans with Disabilities Act of 1990 as amended (ADA) and Texas Architectural Barriers Act and all regulations relating to either statute. B. No qualified person shall on the basis of race, color, religion, national origin, gender, age or disability be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity which receives or benefits from federal financial assistance. C. Comply with all applicable federal, state and city laws, rules and regulations. D. Each applicable provision and clause required by law to be inserted into the Contract shall be deemed to be enacted herein, and the Contract shall be read and enforced as though each were physically included herein. 30.17 Enforcement A. The City Manager or designee and the City Attorney or designee are fully authorized and will have the right to enforce all legal rights and obligations under the Contract without further authorization from City Council. 30.18 Subject to Appropriation A. Funds are appropriated by the Owner on a yearly basis. If for any reason, funds are not appropriated in any given year, the Owner may direct immediate suspension or termination of the Contract with no additional liability to the Owner. If the Contractor is terminated or suspended and the Owner requests remobilization at a later date, the Contractor may request payment for reasonable demobilization/remobilization costs. Such costs shall be addressed through a Change Order to the Contract. Under no circumstances may a provision or obligation under this Contract be interpreted as contrary to this paragraph. 30.19 Contract Sum A. The Contract Sum is stated in the Contract and, including authorized adjustments, is the total maximum not -to -exceed amount payable by Owner to Contractor for performance of the Work under the Contract Documents. Contractor accepts and agrees that all payments pursuant to this Contract are subject to the availability and appropriation of funds by the Corpus Christi City Council. If funds are not available and/or appropriated, this Contract shall immediately be terminated with no liability to any party to this Contract. 30.20 Contractor's Guarantee as Additional Remedy A. The Contractor's guarantee is a separate and additional remedy available to benefit the Owner. Neither the guarantee nor the expiration of the guarantee period will operate to reduce, release or relinquish any rights or remedies available to the Owner for any claims or causes of action against the Contractor or any other individual or entity. 30.21 Notices. A. Any notice required to be given to Owner under any provision in this Contract must include a copy to OAR by mail or e-mail. General Conditions Corpus Christi Standards 007200-131 Rev 6/2021 30.22 Public Information A. The requirements of Subchapter J, Chapter 552, Government Code, may apply to this contract, and Contractor agrees that the contract can be terminated if Contractor knowingly or intentionally fails to comply with a requirement of that subchapter. END OF SECTION General Conditions Corpus Christi Standards 007200-132 Rev 6/2021 00 73 00 SUPPLEMENTARY CONDITIONS These Supplementary Conditions amend or supplement SECTION 00 72 00 GENERAL CONDITIONS and other provisions of the Contract Documents. All provisions not amended or supplemented in these Supplementary Conditions remain in effect. The terms used in these Supplementary Conditions have the meanings stated in the General Conditions. Additional terms used in these Supplementary Conditions have the meanings stated below. ARTICLE 1— DEFINITIONS AND TERMINOLOGY SC-1.01 DEFINED TERMS A. The members of the OPT as defined organizations: OWNER: PROJECT ARCHITECT: LANDSCAPE ARCHITECT: CIVIL ENGINEER: STRUCTURAL ENGINEER: MEP ENGINEER: GEOTECHNICAL COUSULTANT: TECHNOLOGY/ SECURITY CONSLUTANT: B. a. in Paragraph 1.01.A.41 consists of the following City of Corpus Christi, Texas Turner I Ramirez Architects Gignac Landscape Architecture York Engineering W + S Structural Engineers NRG Engineering UES Combs Consulting Group ARTICLE 4 — COMMENCEMENT AND PROGRESS OF THE WORK SC-4.04 DELAYS IN CONTRACTOR'S PROGRESS A. The allocation for delays in the Contractor's progress for rain days as set forth in General Conditions Paragraph 4.04.D are to be determined as follows: 1. Include rain days in developing the schedule for construction. Schedule construction so that the Work will be completed within the Contract Times assuming that these rain days will occur. Incorporate residual impacts following rain days such as limited access to and within the Site, inability to work due to wet or muddy Site conditions, delays in delivery of equipment and materials, and other impacts related to rain days when developing the schedule for construction. Include all costs associated with these rain days and residual impacts in the Contract Price. 2. A rain day is defined as any day in which the amount of rain measured by the National Weather Services at the Power Street Stormwater Pump Station is 0.50 inch or greater. Records indicate the following average number of rain days for each month: Supplementary Conditions #25069 City of Corpus Christi Detention Center 007300-1 Rev 3/2023 Month Day Month Days January 3 July 3 February 3 August 4 March 2 September 7 April 3 October 4 May 4 November 3 June 4 December 3 3. A total of60 rain days have been set for this Project. An extension of time due to rain days will be considered only after 60 rain days have been exceeded in a calendar year and the OAR has determined that a detrimental impact to the construction schedule resulted from the excessive rainfall. Rain days are to be incorporated into the schedule and unused rain days will be considered float time which may be consumed by the Owner or Contractor in delay claims. ARTICLE 5 — AVAILABILITY OF LANDS; SUBSURFACE CONDITIONS AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS SC-5.03 SUBSURFACE AND PHYSICAL CONDITIONS A. This Supplementary Condition identifies documents referenced in General Conditions Paragraph 5.03.A which describe subsurface and physical conditions. 1. Geotechnical Reports include the following: a. Geotechnical Engineering Report, Published by UES, dated April 14, 2025 (29 pages) - The Contractor may rely on the following Technical Data in using this document: 2. Supplementary Conditions #25069 City of Corpus Christi Detention Center 007300-2 Rev 3/2023 SC-5.06 HAZARDOUS ENVIRONMENTAL CONDITIONS AT SITE A. This Supplementary Condition identifies documents referenced in General Conditions Paragraph 5.06 which describe Hazardous Environmental Conditions that have been identified at or adjacent to the Site. 1. Environmental Reports include the following: a. Asbestos Report No. C25-013/EML ID: 3962656, Published by Eurofins Built Environment Testing Central, LLC, dated February 28, 2025; 8 pages - The Contractor may rely on the following Technical Data in this document. 1) B. This Supplementary Condition identifies documents referenced in General Conditions Paragraph 5.06 which describe Hazardous Environmental Conditions that have been identified at or adjacent to the Site. No reports of explorations or tests for Hazardous Environmental Conditions at or contiguous to the Site are known to Owner. ARTICLE 6 — BONDS AND INSURANCE SC-6.03 REQUIRED MINIMUM INSURANCE COVERAGE INSURANCE REQUIREMENTS CONTRACTOR'S INSURANCE AMOUNTS Provide the insurance coverage for at least the following amounts unless greater amounts are required by Laws and Regulations: Type of Insurance Minimum Insurance Coverage Commercial General Liability including 1. Commercial Broad Form 2. Premises — Operations $1,000,000 Per Occurrence $2,000,000 Aggregate Supplementary Conditions #25069 City of Corpus Christi Detention Center 007300-3 Rev 3/2023 3. Underground Hazard 4. Products / Completed Operations 5. Contractual Liability 6 Independent Contractors 7. Personal & Advertising Injury Business Automobile Liability - Owned, Non - Owned, Rented and Leased $500,000 Combined Single Limit Workers' Compensation Statutory Employer's Liability $500,000/ 500,000/ 500,000 Excess Liability/Umbrella Liability Required if Contract Price > $5,000,000 $1,000,000 Per Occurrence Contractor's Pollution Liability / Environmental Impairment Coverage Not limited to sudden and accidental discharge. To include long-term environmental impact for the disposal of pollutants/contaminants. Required if excavation > 5 ft or asbestos present $1,000,000 Per Claim 0 Required • Not Required Builder's Risk (All Perils including Collapse) Required for vertical structures and bridges Coverage limit shall be in the amount of the total cost of the project. 0 Required • Not Required Installation/Equipment Floater Required if installing city -owned equipment or storing contractor equipment on city- owned property Equal to Contract Price 0 Required • Not Required ARTICLE 7 — CONTRACTOR'S RESPONSIBILITIES SC-7.04 CONCERNING SUBCONTRACTORS, SUPPLIERS, AND OTHERS A. Add the following sentence to the end of Paragraph 7.04.A: "The Contractor goal is to perform at least 30 percent of the Work, measured as a percentage of the Contract Price, using its own employees." Supplementary Conditions #25069 City of Corpus Christi Detention Center 007300-4 Rev 3/2023 ARTICLE 14 — PREVAILING WAGE RATE REQUIREMENTS SC-14.04 PREVAILING WAGE RATES A. The minimum rates for various labor classifications as established by the Owner are shown below: Wage Determination Construction Type Project Type (WD) No TX288 Building Building Construction Projects (does not include single family homes or apartments up to and including 4 stories) "GENERAL DECISION NUMBER: TX20250288 03/14/2025 SUPERSEDED GENERAL DECISION NUMBER: TX20240288 STATE: TEXAS CONSTRUCTION TYPE: BUILDING COUNTIES: ARANSAS, NUECES AND SAN PATRICIO COUNTIES IN TEXAS. BUILDING CONSTRUCTION PROJECTS (DOES NOT INCLUDE SINGLE FAMILY HOMES OR APARTMENTS UP TO AND INCLUDING 4 STORIES). NOTE: CONTRACTS SUBJECT TO THE DAVIS-BACON ACT ARE GENERALLY REQUIRED TO PAY AT LEAST THE APPLICABLE MINIMUM WAGE RATE. REQUIRED UNDER EXECUTIVE ORDER 14026 OR EXECUTIVE ORDER 13658. PLEASE NOTE THAT THESE EXECUTIVE ORDERS APPLY TO COVERED CONTRACTS ENTERED INTO BY THE FEDERAL GOVERNEMENT THAT ARE SUBJECT TO THE DAVIS-BACON ACT ITSELF, BUT DO NOT APPLY TO CONTRACTS SUBJECT ONLY TO THE DAVIS-BACON RELATED ACTS, INCLUDING THOSE SET FORTH AT 29 CFR 5.1(A)(1). IF THE CONTRACT IS ENTERED . EXECUTIVE ORDER 14026 INTO ON OR AFTER JANUARY 30, GENERALLY APPLIES TO THE 2022, OR THE CONTRACT IS CONTRACT. RENEWED OR EXTENDED (E.G., AN . THE CONTRACTOR MUST PAY OPTION IS EXERCISED) ON OR ALL COVERED WORKERS AT AFTER JANUARY 30, 2022: LEAST $17.75 PER HOUR (OR THE APPLICABLE WAGE RATE LISTED ON THIS WAGE DETERMINATION, IF IT IS HIGHER) FOR ALL HOURS SPENT PERFORMING ON THE CONTRACT IN 2025. Supplementary Conditions #25069 City of Corpus Christi Detention Center 007300-5 Rev 3/2023 IF THE CONTRACT WAS AWARDED ON OR BETWEEN JANUARY 1, 2015 AND JANUARY 29, 2022, AND THE CONTRACT IS NOT RENEWED OR EXTENDED ON OR AFTER JANUARY 30, 2022: 1 . EXECUTIVE ORDER 13658 GENERALLY APPLIES TO THE CONTRACT. . THE CONTRACTOR MUST PAY ALL COVERED WORKERS AT LEAST $13.30 PER HOUR (OR THE APPLICABLE WAGE RATE LISTED 1 ON THIS WAGE DETERMINATION, 1 IF IT IS HIGHER) FOR ALL 1 1 HOURS SPENT PERFORMING ON 1 1 THAT CONTRACT IN 2025. 1 THE APPLICABLE EXECUTIVE ORDER MINIMUM WAGE RATE WILL BE ADJUSTED ANNUALLY. IF THIS CONTRACT IS COVERED BY ONE OF THE EXECUTIVE ORDERS AND A CLASSIFICATION CONSIDERED NECESSARY FOR PERFORMANCE OF WORK ON THE CONTRACT DOES NOT APPEAR ON THIS WAGE DETERMINATION, THE CONTRACTOR MUST STILL SUBMIT A CONFORMANCE REQUEST. ADDITIONAL INFORMATION ON CONTRACTOR REQUIREMENTS AND WORKER PROTECTIONS UNDER THE EXECUTIVE ORDERS IS AVAILABLE AT HTTP://WWW.DOL.GOV/WH D/GOVCONTRACTS. MODIFICATION NUMBER PUBLICATION DATE 0 01/03/2025 1 03/14/2025 * BOIL0074-003 01/01/2025 RATES FRINGES BOILERMAKER $ 33.17 24.92 ELECO278-002 08/25/2024 RATES FRINGES ELECTRICIAN $ 30.80 8.97 ENGI0178-005 06/01/2020 Supplementary Conditions #25069 City of Corpus Christi Detention Center 007300-6 Rev 3/2023 RATES FRINGES POWER EQUIPMENT OPERATOR (1) TOWER CRANE $ 32.85 (2) CRANES WITH PILE DRIVING OR CAISSON ATTACHMENT AND HYDRAULIC CRANE 60 TONS AND ABOVE $ 28.75 (3) HYDRAULIC CRANES 59 TONS AND UNDER $ 32.35 13.10 10.60 13.10 IRON0084-011 06/01/2024 RATES FRINGES IRONWORKER, ORNAMENTAL $ 28.26 8.13 * SUTX2014-068 07/21/2014 RATES FRINGES BRICKLAYER $ 20.04 0.00 CARPENTER $ 15.21 ** 0.00 CEMENT MASON/CONCRETE FINISHER...$ 15.33 ** 0.00 INSULATOR - MECHANICAL (DUCT, PIPE & MECHANICAL SYSTEM INSULATION) $ 19.77 7.13 IRONWORKER, REINFORCING $ 12.27 ** 0.00 IRONWORKER, STRUCTURAL $ 22.16 5.26 LABORER: COMMON OR GENERAL $ 9.68 ** 0.00 LABORER: MASON TENDER - BRICK...$ 11.36 ** 0.00 LABORER: MASON TENDER - CEMENT/CONCRETE $ 10.58 ** 0.00 LABORER: PIPELAYER $ 12.49 ** 2.13 Supplementary Conditions #25069 City of Corpus Christi Detention Center 007300-7 Rev 3/2023 LABORER: ROOF TEAROFF $ 11.28 ** 0.00 OPERATOR: BACKHOE/EXCAVATOR/TRACKHOE $ 14.25 ** 0.00 OPERATOR: BOBCAT/SKID STEER/SKID LOADER $ 13.93 ** 0.00 OPERATOR: BULLDOZER $ 18.29 1.31 OPERATOR: DRILL $ 16.22 ** 0.34 OPERATOR: FORKLIFT $ 14.83 ** 0.00 OPERATOR: GRADER/BLADE $ 13.37 ** 0.00 OPERATOR: LOADER $ 13.55 ** 0.94 OPERATOR: MECHANIC $ 17.52 ** 3.33 OPERATOR: PAVER (ASPHALT, AGGREGATE, AND CONCRETE) $ 16.03 ** 0.00 OPERATOR: ROLLER $ 12.70 ** 0.00 PAINTER (BRUSH, ROLLER, AND SPRAY) $ 14.45 ** 0.00 PIPEFITTER $ 25.80 8.55 PLUMBER $ 25.64 8.16 ROOFER $ 13.75 ** 0.00 SHEET METAL WORKER (HVAC DUCT INSTALLATION ONLY) $ 22.73 7.52 SHEET METAL WORKER, EXCLUDES HVAC DUCT INSTALLATION $ 21.13 6.53 TILE FINISHER $ 11.22 ** 0.00 TILE SETTER $ 14.74 ** 0.00 Supplementary Conditions #25069 City of Corpus Christi Detention Center 007300-8 Rev 3/2023 TRUCK DRIVER: DUMP TRUCK $ 12.39 ** 1.18 TRUCK DRIVER: FLATBED TRUCK $ 19.65 8.57 TRUCK DRIVER: SEMI -TRAILER TRUCK $ 12.50 ** 0.00 TRUCK DRIVER: WATER TRUCK $ 12.00 ** 4.11 WELDERS - RECEIVE RATE PRESCRIBED FOR CRAFT PERFORMING OPERATION TO WHICH WELDING IS INCIDENTAL. ** WORKERS IN THIS CLASSIFICATION MAY BE ENTITLED TO A HIGHER MINIMUM WAGE UNDER EXECUTIVE ORDER 14026 ($17.75) OR 13658 ($13.30). PLEASE SEE THE NOTE AT THE TOP OF THE WAGE DETERMINATION FOR MORE INFORMATION. PLEASE ALSO NOTE THAT THE MINIMUM WAGE REQUIREMENTS OF EXECUTIVE ORDER 14026 ARE NOT CURRENTLY BEING ENFORCED AS TO ANY CONTRACTOR SUBCONTRACT TO WHICH THE STATES OF TEXAS, LOUISIANA, OR MISSISSIPPI, INCLUDING THEIR AGENCIES, ARE A PARTY. NOTE: EXECUTIVE ORDER (EO) 13706, ESTABLISHING PAID SICK LEAVE FOR FEDERAL CONTRACTORS APPLIES TO ALL CONTRACTS SUBJECT TO THE DAVIS-BACON ACT FOR WHICH THE CONTRACT IS AWARDED (AND ANY SOLICITATION WAS ISSUED) ON OR AFTER JANUARY 1, 2017. IF THIS CONTRACT IS COVERED BY THE EO, THE CONTRACTOR MUST PROVIDE EMPLOYEES WITH 1 HOUR OF PAID SICK LEAVE FOR EVERY 30 HOURS THEY WORK, UP TO 56 HOURS OF PAID SICK LEAVE EACH YEAR. EMPLOYEES MUST BE PERMITTED TO USE PAID SICK LEAVE FOR THEIR OWN ILLNESS, INJURY OR OTHER HEALTH -RELATED NEEDS, INCLUDING PREVENTIVE CARE; TO ASSIST A FAMILY MEMBER (OR PERSON WHO IS LIKE FAMILY TO THE EMPLOYEE) WHO IS ILL, INJURED, OR HAS OTHER HEALTH -RELATED NEEDS, INCLUDING PREVENTIVE CARE; OR FOR REASONS RESULTING FROM, OR TO ASSIST A FAMILY MEMBER (OR PERSON WHO IS LIKE FAMILY TO THE EMPLOYEE) WHO IS A VICTIM OF, DOMESTIC VIOLENCE, SEXUAL ASSAULT, OR STALKING. ADDITIONAL INFORMATION ON CONTRACTOR REQUIREMENTS AND WORKER PROTECTIONS UNDER THE EO IS AVAILABLE AT HTTPS://WWW.DOL.GOV/AGENCIES/WHD/GOVERNMENT-CONTRACTS. UNLISTED CLASSIFICATIONS NEEDED FOR WORK NOT INCLUDED WITHIN Supplementary Conditions #25069 City of Corpus Christi Detention Center 007300-9 Rev 3/2023 THE SCOPE OF THE CLASSIFICATIONS LISTED MAY BE ADDED AFTER AWARD ONLY AS PROVIDED IN THE LABOR STANDARDS CONTRACT CLAUSES (29CFR 5.5 (A) (1) (III)). THE BODY OF EACH WAGE DETERMINATION LISTS THE CLASSIFICATIONS AND WAGE RATES THAT HAVE BEEN FOUND TO BE PREVAILING FOR THE TYPE(S) OF CONSTRUCTION AND GEOGRAPHIC AREA COVERED BY THE WAGE DETERMINATION. THE CLASSIFICATIONS ARE LISTED IN ALPHABETICAL ORDER UNDER RATE IDENTIFIERS INDICATING WHETHER THE PARTICULAR RATE IS A UNION RATE (CURRENT UNION NEGOTIATED RATE), A SURVEY RATE, A WEIGHTED UNION AVERAGE RATE, A STATE ADOPTED RATE, OR A SUPPLEMENTAL CLASSIFICATION RATE. UNION RATE IDENTIFIERS A FOUR-LETTER IDENTIFIER BEGINNING WITH CHARACTERS OTHER THAN "SU", "UAVG", ?SA?, OR ?SC? DENOTES THAT A UNION RATE WAS PREVAILING FOR THAT CLASSIFICATION IN THE SURVEY. EXAMPLE: PLUM0198-005 07/01/2024. PLUM IS AN IDENTIFIER OF THE UNION WHOSE COLLECTIVELY BARGAINED RATE PREVAILED IN THE SURVEY FOR THIS CLASSIFICATION, WHICH IN THIS EXAMPLE WOULD BE PLUMBERS. 0198 INDICATES THE LOCAL UNION NUMBER OR DISTRICT COUNCIL NUMBER WHERE APPLICABLE, I.E., PLUMBERS LOCAL 0198. THE NEXT NUMBER, 005 IN THE EXAMPLE, IS AN INTERNAL NUMBER USED IN PROCESSING THE WAGE DETERMINATION. THE DATE, 07/01/2024 IN THE EXAMPLE, IS THE EFFECTIVE DATE OF THE MOST CURRENT NEGOTIATED RATE. UNION PREVAILING WAGE RATES ARE UPDATED TO REFLECT ALL CHANGES OVER TIME THAT ARE REPORTED TO WHD IN THE RATES IN THE COLLECTIVE BARGAINING AGREEMENT (CBA) GOVERNING THE CLASSIFICATION. UNION AVERAGE RATE IDENTIFIERS THE UAVG IDENTIFIER INDICATES THAT NO SINGLE RATE PREVAILED FOR THOSE CLASSIFICATIONS, BUT THAT 100% OF THE DATA REPORTED FOR THE CLASSIFICATIONS REFLECTED UNION RATES. EXAMPLE: UAVG-OH-0010 01/01/2024. UAVG INDICATES THAT THE RATE IS A WEIGHTED UNION AVERAGE RATE. OH INDICATES THE STATE OF OHIO. THE NEXT NUMBER, 0010 IN THE EXAMPLE, IS AN INTERNAL NUMBER Supplementary Conditions #25069 City of Corpus Christi Detention Center 007300-10 Rev 3/2023 USED IN PRODUCING THE WAGE DETERMINATION. THE DATE, 01/01/2024 IN THE EXAMPLE, INDICATES THE DATE THE WAGE DETERMINATION WAS UPDATED TO REFLECT THE MOST CURRENT UNION AVERAGE RATE. A UAVG RATE WILL BE UPDATED ONCE A YEAR, USUALLY IN JANUARY, TO REFLECT A WEIGHTED AVERAGE OF THE CURRENT RATES IN THE COLLECTIVE BARGAINING AGREEMENTS ON WHICH THE RATE IS BASED. SURVEY RATE IDENTIFIERS THE "SU" IDENTIFIER INDICATES THAT EITHER A SINGLE NON -UNION RATE PREVAILED (AS DEFINED IN 29 CFR 1.2) FOR THIS CLASSIFICATION IN THE SURVEY OR THAT THE RATE WAS DERIVED BY COMPUTING A WEIGHTED AVERAGE RATE BASED ON ALL THE RATES REPORTED IN THE SURVEY FOR THAT CLASSIFICATION. AS A WEIGHTED AVERAGE RATE INCLUDES ALL RATES REPORTED IN THE SURVEY, IT MAY INCLUDE BOTH UNION AND NON -UNION RATES. EXAMPLE: SUFL2022-007 6/27/2024. SU INDICATES THE RATE IS A SINGLE NON -UNION PREVAILING RATE OR A WEIGHTED AVERAGE OF SURVEY DATA FOR THAT CLASSIFICATION. FL INDICATES THE STATE OF FLORIDA. 2022 IS THE YEAR OF THE SURVEY ON WHICH THESE CLASSIFICATIONS AND RATES ARE BASED. THE NEXT NUMBER, 007 IN THE EXAMPLE, IS AN INTERNAL NUMBER USED IN PRODUCING THE WAGE DETERMINATION. THE DATE, 6/27/2024 IN THE EXAMPLE, INDICATES THE SURVEY COMPLETION DATE FOR THE CLASSIFICATIONS AND RATES UNDER THAT IDENTIFIER. ?SU? WAGE RATES TYPICALLY REMAIN IN EFFECT UNTIL A NEW SURVEY IS CONDUCTED. HOWEVER, THE WAGE AND HOUR DIVISION (WHD) HAS THE DISCRETION TO UPDATE SUCH RATES UNDER 29 CFR 1.6(C)(1). STATE ADOPTED RATE IDENTIFIERS THE "SA" IDENTIFIER INDICATES THAT THE CLASSIFICATIONS AND PREVAILING WAGE RATES SET BY A STATE (OR LOCAL) GOVERNMENT WERE ADOPTED UNDER 29 C.F.R 1.3(G)-(H). EXAMPLE: SAME2023-007 01/03/2024. SA REFLECTS THAT THE RATES ARE STATE ADOPTED. ME REFERS TO THE STATE OF MAINE. 2023 IS THE YEAR DURING WHICH THE STATE COMPLETED THE SURVEY ON WHICH THE LISTED CLASSIFICATIONS AND RATES ARE BASED. THE NEXT NUMBER, 007 IN THE EXAMPLE, IS AN INTERNAL NUMBER USED IN PRODUCING THE WAGE DETERMINATION. THE DATE, 01/03/2024 IN THE EXAMPLE, REFLECTS THE DATE ON WHICH THE CLASSIFICATIONS AND RATES UNDER THE ?SA? IDENTIFIER TOOK EFFECT UNDER STATE LAW IN THE STATE FROM WHICH THE RATES WERE ADOPTED. Supplementary Conditions #25069 City of Corpus Christi Detention Center 007300-11 Rev 3/2023 WAGE DETERMINATION APPEALS PROCESS 1) HAS THERE BEEN AN INITIAL DECISION IN THE MATTER? THIS CAN BE: A) A SURVEY UNDERLYING A WAGE DETERMINATION B) AN EXISTING PUBLISHED WAGE DETERMINATION C) AN INITIAL WHD LETTER SETTING FORTH A POSITION ON A WAGE DETERMINATION MATTER D) AN INITIAL CONFORMANCE (ADDITIONAL CLASSIFICATION AND RATE) DETERMINATION ON SURVEY RELATED MATTERS, INITIAL CONTACT, INCLUDING REQUESTS FOR SUMMARIES OF SURVEYS, SHOULD BE DIRECTED TO THE WHD BRANCH OF WAGE SURVEYS. REQUESTS CAN BE SUBMITTED VIA EMAIL TO DAVISBACONINFO@DOL.GOV OR BY MAIL TO: BRANCH OF WAGE SURVEYS WAGE AND HOUR DIVISION U.S. DEPARTMENT OF LABOR 200 CONSTITUTION AVENUE, N.W. WASHINGTON, DC 20210 REGARDING ANY OTHER WAGE DETERMINATION MATTER SUCH AS CONFORMANCE DECISIONS, REQUESTS FOR INITIAL DECISIONS SHOULD BE DIRECTED TO THE WHD BRANCH OF CONSTRUCTION WAGE DETERMINATIONS. REQUESTS CAN BE SUBMITTED VIA EMAIL TO BCWD-OFFICE@DOL.GOV OR BY MAIL TO: BRANCH OF CONSTRUCTION WAGE DETERMINATIONS WAGE AND HOUR DIVISION U.S. DEPARTMENT OF LABOR 200 CONSTITUTION AVENUE, N.W. WASHINGTON, DC 20210 2) IF AN INITIAL DECISION HAS BEEN ISSUED, THEN ANY INTERESTED PARTY (THOSE AFFECTED BY THE ACTION) THAT DISAGREES WITH THE DECISION CAN REQUEST REVIEW AND RECONSIDERATION FROM THE WAGE AND HOUR ADMINISTRATOR (SEE 29 CFR PART 1.8 AND 29 CFR PART 7). REQUESTS FOR REVIEW AND RECONSIDERATION CAN BE SUBMITTED VIA EMAIL TO DBA.RECONSIDERATION@DOL.GOV OR BY MAIL TO: Supplementary Conditions #25069 City of Corpus Christi Detention Center 007300-12 Rev 3/2023 WAGE AND HOUR ADMINISTRATOR U.S. DEPARTMENT OF LABOR 200 CONSTITUTION AVENUE, N.W. WASHINGTON, DC 20210 THE REQUEST SHOULD BE ACCOMPANIED BY A FULL STATEMENT OF THE INTERESTED PARTY'S POSITION AND ANY INFORMATION (WAGE PAYMENT DATA, PROJECT DESCRIPTION, AREA PRACTICE MATERIAL, ETC.) THAT THE REQUESTOR CONSIDERS RELEVANT TO THE ISSUE. 3) IF THE DECISION OF THE ADMINISTRATOR IS NOT FAVORABLE, AN INTERESTED PARTY MAY APPEAL DIRECTLY TO THE ADMINISTRATIVE REVIEW BOARD (FORMERLY THE WAGE APPEALS BOARD). WRITE TO: ADMINISTRATIVE REVIEW BOARD U.S. DEPARTMENT OF LABOR 200 CONSTITUTION AVENUE, N.W. WASHINGTON, DC 20210. END OF GENERAL DECISION" ARTICLE 19 — PROJECT MANAGEMENT AND COORDINATION SC-19.21 COOPERATION WITH PUBLIC AGENCIES C. For the Contractor's convenience, the following telephone numbers are listed: Public Agencies/Contacts Phone Number City Engineer 361-826-3500 Turner I Ramirez Architects 361-994-8900 Herb Morrison, AIA 361-278-5004 Traffic Engineering 361-826-3547 Police Department 361-882-2600 361-826-1800 (361-826-1818 after Water/ Wastewater/ Stormwater hours) Gas Department 361-885-6900 (361-885-6942 after hours) Parks & Recreation Department 361-826-3461 Street Department 361-826-1875 City Street Div. for Traffic Signals 361-826-1610 Supplementary Conditions #25069 City of Corpus Christi Detention Center 007300-13 Rev 3/2023 Public Agencies/Contacts Phone Number Solid Waste & Brush 361-826-1973 IT Department (City Fiber) 361-826-1956 AEP 1-877-373-4858 AT&T 361-881-2511 hours) (1-800-824-4424 after Grande Communications 1-866-247-2633 Spectrum Communications 1-800-892-4357 Crown Castle Communications (Network Operations Center) 1 888 632 0931 Centu ryLi n k 361-208-0730 Windstream 1-800-600-5050 Regional Transportation Authority 361-289-2712 Port of Corpus Christi Authority Engr. 361-882-5633 TxDOT Area Office 361-808-2500 Corpus Christi ISD 361-695-7200 ARTICLE 25 — SHOP DRAWINGS SC-25.03 CONTRACTOR'S RESPONSIBILITIES A. Provide Shop Drawings for the following items: Specification Section Shop Drawing Description Refer to Submittal Register SC-25.12 RESUBMISSION REQUIREMENTS B. Pay for excessive review of Shop Drawings. 1. A maximum of two (2) designs submittals per item is expected. If additional submittals are required due to contractor errors, such as incomplete, unclear or unprofessional submissions, these will be considered excessive. Any excess designer review fees incurred as a result will be passed on to the contractor at the rates shown below. 2. Cost for additional review time will be billed to the Owner by the Designer for the actual hours required for the review of Shop Drawings by Designer and in accordance with the rates listed below: Supplementary Conditions #25069 City of Corpus Christi Detention Center 007300-14 Rev 3/2023 Turner I Ramirez Architects - Professional Services Hourly Rates [2025- 20261 EFFECTIVE JANUARY 1, 2025 Principal $265 00/hr Director $235.00/hr Senior Project Manager $215,00/hr Project Architect II / Interior Designer II $205,U0/hr Project Architect I / Interior Designer I Si95,00/hr Project Manager $185,00/hr Associate II $175,00/hr Associate I $165.00/hr Adrnin $11a.00/hr ARTICLE 26 — RECORD DATA SC-26.03 CONTRACTOR'S RESPONSIBILITIES A. Submit Record Data for the following items: Specification Section Record Data Description Refer to Submittal Register SC-30.21 Notices. B. Strict compliance is required for all notice provisions in this Contract. END OF SECTION Supplementary Conditions #25069 City of Corpus Christi Detention Center 007300-15 Rev 3/2023 01 1100 SUMMARY OF WORK 1.00 GENERAL 1.01 WORK INCLUDED A. Construct Work as described in the Contract Documents. 1. Provide the materials, equipment, and incidentals required to make the Project completely and fully useable. 2. Provide the labor, equipment, tools, and consumable supplies required for a complete Project. 3. The Contract Documents do not indicate or describe all of the Work required to complete the Project. Additional details required for the correct installation of selected products are to be provided by the Contractor and coordinated with the OAR. 1.02 DESCRIPTION OF WORK A. Work is described in general, non -inclusive terms as: The purpose of this project is to renovate and expand the existing facility. The building serves as both a short-term detention facility and magistrate court and does not adequately serve the needs of this function. This building will be occupied and remain in use during construction activities; will be phased to accommodate law enforcement functions during construction. The existing structure was previously Corpus Christi Fire Department Station No. 5 with a garage to accommodate two (2) truck bays and associated fire station components. It is a wood and structural tile framed building on concrete foundation. The expansion will likely consist of concrete foundations and a combination of steel, wood and concrete masonry. The existing structure is a single -story building, approximately 4,000 square feet. The building expansion is expected to increase the area by approximately 2,500 square feet and will include a new sallyport and other administrative functions. The project site includes new paving around the building and a new parking area on an adjacent lot acquired by the city. Perimeter fencing, a backup generator, and landscaping are also included. 1.03 WORK UNDER OTHER CONTRACTS A. The following items of work are not included in this Contract, but may impact construction scheduling and completion: B. In the case of a disagreement between the above list and those specified elsewhere in the Contract Documents, the Contractor is to base his Proposal on the most expensive listing. Summary of Work #25069 — City of Corpus Christi Detention Center 011100-1 Rev 10/2018 C. Completion of the Work described in this Contract may impact the construction and testing of the items listed above. 1. Coordinate construction activities through the OAR. 2. Pay claims for damages which result from the late completion of the Project or any specified Milestones. 1.04 WORK BY OWNER A. The Owner plans to perform the following items of work which are not included in this Contract, but may impact the construction scheduling and completion: B. Completion of the Work described in this Contract may impact the construction of the items listed above. 1. Coordinate construction activities through the OAR. 2. Pay claims for damages which result from the late completion of the Project or any specified Milestones. C. Owner will provide normal operation and maintenance of the existing facilities during construction, unless otherwise stated. 1.05 CONSTRUCTION OF UTILITIES A. Pay for temporary power, including but not limited to construction cost, meter connection fees, and permits. 1.06 USE PRIOR TO COMPLETION A. Owner has the right to use or operate any portion of the Project that is ready for use after notifying the Contractor of its intent to do so. B. The execution of Bonds is understood to indicate the consent of the surety to these provisions for use of the Project. C. Provide an endorsement from the insurance carrier permitting use of Project during the remaining period of construction. D. Conduct operations to insure the least inconvenience to the Owner and general public. 2.00 PRODUCTS (NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Summary of Work #25069 — City of Corpus Christi Detention Center 011100-2 Rev 10/2018 01 23 10 ALTERNATES AND ALLOWANCES 1.00 GENERAL 1.01 REQUIREMENTS A. Alternates: 1. This Section describes each alternate by number and describes the basic changes to be incorporated into the Work when this alternate is made a part of the Work in the Agreement. 2. Drawings and Specifications will outline the extent of Work to be included in the alternate Contract Price. 3. Coordinate related Work and modify surrounding Work as required to properly integrate the Work under each alternate, and provide a complete and functional Project as required by the Contract Documents. 4. Bids for alternates may be accepted or rejected at the option of the Owner. 5. Owner may incorporate these alternates in the Contract when executed, or may issue a Change Order to incorporate these alternates within 120 days at the prices offered in the Bid, unless noted otherwise. A Request for a Change Proposal may be issued after 120 days or other designated time period to negotiate a new price for incorporating the Work into the Project. B. Items described as "Allowances" have been set as noted in Section 00 30 01 Bid Form and shall be included in the Total Base Bid of the Bid Form for each Bidder. These Allowances may be used at the Owner's discretion in the event that unforeseen conditions or conflicts are encountered during construction that warrants the use of the Allowance funds. If the use of Allowance funds becomes necessary, the OAR will provide written authorization at a cost negotiated between Owner and Contractor, using unit prices in the Bid Form when applicable. No work is to be performed under the Allowance items without written authorization from the OAR. There is no guarantee that any of these funds will need to be used during the course of the Work. 1.02 DOCUMENT SUBMITTALS A. Provide documents for materials furnished as part of the alternate in accordance with Article 24 of SECTION 00 72 00 GENERAL CONDITIONS. 1.03 DESCRIPTION OF ALTERNATES A. Alternate No. 01 SLAB -ON -GRADE FOUNDATION AT CELLS. 1. In Cells A105, provide a slab -on -grade foundation over fill material as indicated by alternate description on structural drawings in lieu of the suspended foundation as designed. Alternates and Allowances #25069 — City of Corpus Christi Detention Center 012310-1 Rev 5/2020 1.04 DESCRIPTION OF ALLOWANCES A. Allowance U1 - Unforeseen Building Conditions during Construction: 1. The sum of $250,000.00 to be used for Unforeseen Building Conditions during Construction. B. Allowance U2 - Miscellaneous Signage: 1. The sum of $5,000.00 to be used for the purchase miscellaneous building signage that is not otherwise described in Construction Documents. This is for ADDITIONAL signage as maybe requested during construction. C. Allowance U3 — Commissioning: 1. The sum of $15,000.00 to be used for the commissioning of building systems as required. D. Allowance U4 — Test and Balance: 1. The sum of $25,000.00 to be used for the testing and balancing of building systems as required. E. Allowance U5 — Materials Testing: 1. The sum of $18,000.00 to be used for the testing of materials during construction. 2.00 PRODUCTS (NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Alternates and Allowances #25069 — City of Corpus Christi Detention Center 012310-2 Rev 5/2020 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT 1.00 GENERAL 1.01 MEASUREMENT AND BASIS FOR PAYMENTS ON LUMP SUM ITEMS A. Include all cost for completing the Work in accordance with the Contract Documents for lump sum payment items. Include all direct cost for the Work associated with that lump sum item and a proportionate amount for the indirect costs as described in Article 17 of SECTION 00 72 00 GENERAL CONDITIONS for each lump sum item. Include cost not specifically set forth as an individual payment item but required to provide a complete and functional system in the lump sum price. B. Measurement for progress payments will be made on the basis of the earned value for each item shown as a percentage of the cost for the lump sum item as described in Article 17 of SECTION 00 72 00 GENERAL CONDITIONS. Payment at Final Completion will be equal to the total lump sum amount for that item. 1.02 MEASUREMENT AND BASIS FOR PAYMENTS ON UNIT PRICE ITEMS A. Include all cost for completing the Work in accordance with the Contract Documents in unit price payment items. Include all direct cost for the Work associated with that unit price item and a proportionate amount for the indirect costs as described in Article 17 of SECTION 00 72 00 GENERAL CONDITIONS for each unit price item. Include cost not specifically set forth as an individual payment item but required to provide a complete and functional system in the unit price. B. Measurement for payments will be made only for the actual measured and/or computed length, area, solid contents, number, and weight, unless other provisions are made in the Contract Documents. Payment on a unit price basis will not be made for Work outside finished dimensions shown in the Contract Documents. Include cost for waste, overages, and tolerances in the unit price for that line item. Measurement will be as indicated for each unit price item. 1.03 MEASUREMENT AND BASIS FOR PAYMENT FOR BASE BID ITEMS A. Bid Item Al — Mobilization (Maximum 5%): 1. Include the following costs in this Bid item: a. Transportation and setup for equipment; b. Transportation and/or erection of all field offices, sheds, and storage facilities; c. Salaries for preparation of documents required before the first Application for Payment; d. Salaries for field personnel assigned to the Project related to the mobilization of the Project; e. Demobilization; and f. Mobilization may not exceed 5 percent of the total Contract Price. Measurement and Basis for Payment #25069 — City of Corpus Christi Detention Center 012901-1 Rev 5/2020 2. Measurement for payment will be made per lump sum on the following basis: When at least 5% of the adjusted contract amount for construction is earned, 75% of the mobilization lump sum bid amount will be eligible for payment, minus retainage. Upon substantial completion of all work under this Contract and removal of all equipment and materials from the Project site, the remaining 25% of the mobilization lump sum bid amount will be eligible for payment, minus retainage. B. Bid Item A2 — Storm Water Pollution Prevention 1. Payment shall include but not be limited to furnishing and submitting the SWPPP to TCEQ and Owner and updating the Plan during the Project as needed. All permits and required fees related to the SWPPP will be included in this item. 2. Measurement for payment will be made per lump sum on the following basis: The initial pay application will include 50% of the lump sum bid amount minus retainage. The balance will be paid according to the percent of construction completion after 50% completion has occurred, minus retainage. C. Bid Item A3 — General Site Conditions: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. D. Bid Item A4—Temporary Facilities: 1. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. E. Bid Item A5 — Bonds and Insurance: 1. Payment shall include all bonds and insurance required under Contract Documents and not exceed 2% of the Bid Price. 2. Payment for bonds and insurance will be based upon the receipt of documentation of actual costs. Contractor shall furnish satisfactory evidence of the rate or rates paid for all bonds and insurance. Contractor will be reimbursed for the actual cost of unique insurance as required and obtained specifically for this Project, not including the routine and general company insurance policies that are maintained for the course of conducting normal business operations. Contractor will be reimbursed for the actual cost of project specific bonds and insurance, not to exceed the bid amount or the verifiable costs of Project specific bonds and insurance incurred by the Contractor. F. Bid Item B1 — Demolition: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. Measurement and Basis for Payment #25069 — City of Corpus Christi Detention Center 012901-2 Rev 5/2020 G. Bid Item C1— Concrete Forms: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit of measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. H. Bid Item C2 — Concrete Reinforcing: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. I. Bid Item C3 — Reinforcing Steel: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. J. Bid Item C4 — Cast -in -Place Concrete: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. K. Bid Item C5 —Concrete Structures: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. L. Bid Item C6 —Concrete Finishing: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. M. Bid Item C7 — Sealed Concrete Flooring: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. N. Bid Item C6 —Concrete Curing: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. Measurement and Basis for Payment #25069 — City of Corpus Christi Detention Center 012901-3 Rev 5/2020 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. O. Bid Item D1— Masonry 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. P. Bid Item E1— Structural Steel Framing 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. Q. Bid Item E2 — Metal Fabrications: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. R. Bid Item E3 — Pipe and Tube Railings: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. S. Bid Item F1— Rough Carpentry: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. T. Bid Item F2 — Miscellaneous Rough Carpentry: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. U. Bid Item F3 — Architectural Wood Casework: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. V. Bid Item F4 — Fiberglass Reinforced Paneling: Measurement and Basis for Payment #25069 — City of Corpus Christi Detention Center 012901-4 Rev 5/2020 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. W. Bid Item G1— Preparation for Re -Roofing: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. X. Bid Item G2 — Self -Adhering Sheet Waterproofing: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. Y. Bid Item G3 — Anti -Graffiti Coatings: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. Z. Bid Item G4 - Thermal Insulation: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item.. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. AA. Bid Item G5 — Fluid -Applied Air Barrier: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. BB. Bid Item G6 — Composite Wall Panels: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. CC. Bid Item G7 — Fiber Cement Soffits: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. Measurement and Basis for Payment #25069 — City of Corpus Christi Detention Center 012901-5 Rev 5/2020 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. DD. Bid Item G8 — Polyvinyl -Chloride (PVC/TPA) Roofing: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. EE. Bid Item G9 — Sheet Metal Flashing and Trim (TPA): 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. FF. Bid Item G10 — Roof Accessories: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. GG. Bid Item G11 Intumescent Fire Protection: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. HH. Bid Item G12 —Joint Sealants: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. II. Bid Item G13 — Expansion Joint Cover Assemblies: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. JJ. Bid Item H1— Hollow Metal Doors and Frames: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. KK. Bid Item H2 — Flush Wood Doors: Measurement and Basis for Payment #25069 — City of Corpus Christi Detention Center 012901-6 Rev 5/2020 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. LL. Bid Item H3 — Fiberglass Doors and Frames: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. MM.Bid Item H4 — Access Doors and Frames: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. NN. Bid Item H5 — Aluminum Framed Entrances and Storefronts: 1. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. 00. Bid Item H6 — Door Hardware: PP. 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. Bid Item H7 — Glazing: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. QQ. Bid Item 11— Non -Structural Metal Framing: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. RR. Bid Item 12 —Gypsum Board: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. Measurement and Basis for Payment #25069 — City of Corpus Christi Detention Center 012901-7 Rev 5/2020 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. SS. Bid Item 13 — Resilient Flooring: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. TT. Bid Item 14— Resilient Flooring, Base, and Accessories: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. UU. Bid Item 15 — Resinous Flooring: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. VV. Bid Item 16 — Wall Coverings: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. WW. Bid Item 17 — Decorative Fiberglass Reinforced Panels 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. XX. Bid Item 18 — Painting and Coatings: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. YY. Bid Item 19 — High Performance Coatings: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. ZZ. Bid Item J1- Dimensional Letter Signage: Measurement and Basis for Payment #25069 — City of Corpus Christi Detention Center 012901-8 Rev 5/2020 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. AAA. Bid Item J2 — Room -Identification Panel Signage: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. BBB. Bid Item J3 — Corner Guards: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. CCC. Bid Item J4 — Toilet, Bath, and Laundry Accessories: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. DDD. Bid Item J5 — Fire Protection Specialties: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. EEE. Bid Item K1— Solid Surfacing Countertops: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. FFF. Bid Item L1— Hangers and Supports for Fire Suppression Piping and Equipment 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. GGG. Bid Item L2 — Fire -Suppression Sprinkler System 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. Measurement and Basis for Payment #25069 — City of Corpus Christi Detention Center 012901-9 Rev 5/2020 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. HHH. Bid Item L3 — Wet -Pipe Sprinkler System, Corrosion Mitigation Program 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. III. Bid Item M1— Utility Trench Excavation (Inside & Outside): 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. JJJ. Bid Item M2 — Plumbing Hangers, Supports & Anchors: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. KKK. Bid Item M3 — Piping Insulation: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. LLL. Bid Item M4 — Plumbing Piping & Valves: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. MMM. Bid Item M5 — Natural Gas Piping System: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. NNN. Bid Item M6 — Plumbing Specialties: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. 000. Bid Item M7 — Plumbing Fixtures and Equipment: Measurement and Basis for Payment #25069 — City of Corpus Christi Detention Center 012901-10 Rev 5/2020 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. PPP. Bid Item N1— Direct Expansion Piping System Insulation: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. QQQ. Bid Item N2 — HVAC Supports & Anchors: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. RRR. Bid Item N3 — Motors & Motor Controllers: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. SSS. Bid Item N4—System Identification & Pipe Markings: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. TTT. Bid Item N5 — Sound & Vibration Control: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. UUU. Bid Item N6 — Duct Insulation: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. VVV.Bid Item N7— Refrigerant Piping: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. Measurement and Basis for Payment #25069 — City of Corpus Christi Detention Center 012901-11 Rev 5/2020 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. WWW. Bid Item N8 — DX Fan Coil Unit: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. XXX. Bid Item N9 — Air -Cooled Condensing Units: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. YYY. Bid Item N10—Air Distribution Devices: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. ZZZ. Bid Item N11—Air Filters: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. AAAA. Bid Item N12 — Metal Ductwork & Ductwork Accessories: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. BBBB. Bid Item N13 —Testing, Adjusting, and Balancing: 1. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. CCCC. Bid Item 01— Grounding: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. DDDD. Bid Item 02 — Wire and Cable: Measurement and Basis for Payment #25069 — City of Corpus Christi Detention Center 012901-12 Rev 5/2020 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. EEEE. Bid Item 03 — Raceways: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. FFFF. Bid Item 04 — Wiring Devices: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. GGGG. Bid Item 05 — Panelboards: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. HHHH. Bid Item 06 — Natural Gas Generator: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. 1111. Bid Item 07 — Automatic Transfer Switch: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. JJJJ. Bid Item 08 — Surge Protection Devices: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. KKKK. Bid Item 09 — Disconnect Switches: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. Measurement and Basis for Payment #25069 — City of Corpus Christi Detention Center 012901-13 Rev 5/2020 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. LLLL.Bid Item 010 — Luminaires: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. MMMM. Bid Item 011— Phone/Data/Cable TV Systems Rough -in: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. NNNN. Bid Item P1 — Structured Cabling: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. 0000. Bid Item P2 — Integrated Audiovisual Systems: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. PPPP. Bid Item P3 — Pathways Including Underground for Communications: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. QQQQ. Bid Item Q1— Access Control Systems & Pedestal: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. RRRR. Bid Item Q2 —Video Surveillance System: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. SSSS. Bid Item Q3 — Fire Detection and Alarm System: Measurement and Basis for Payment #25069 — City of Corpus Christi Detention Center 01 29 01 - 14 Rev 5/2020 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. TTTT. Bid Item R1— Clearing & Grubbing: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. UUUU. Bid Item R2 — Site Grading: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. VVVV. Bid Item R3 — Roadway Subgrade Shaping: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. WWWW. Bid Item R4—Trenching: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. XXXX. Bid Item R5 — Embankment: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. YYYY. Bid Item R6—Termite Control: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. ZZZZ. Bid Item R7 — Drilled Concrete Piers and Shafts: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. Measurement and Basis for Payment #25069 — City of Corpus Christi Detention Center 012901-15 Rev 5/2020 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. AAAAA. Bid Item S1— Subgrade, Base Course, Lime Treated Subgrade, & Cement Treated Subgrade: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. BBBBB. Bid Item S2 — Flexible Base Course: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. CCCCC. Bid Item S3 — Prime Coat: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. DDDDD. Bid Item S4 — Concrete Pavement; Curbs & Gutters; Sidewalks; and Driveways: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. EEEEE. Bid Item S5 — Pavement Markings: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. FFFFF. Bid Item S6 — Chain -link Fences & Gates: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. GGGGG. Bid Item S7 — Decorative Metal Fences & Gates: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. Measurement and Basis for Payment #25069 — City of Corpus Christi Detention Center 012901-16 Rev 5/2020 HHHHH. Bid Item S8— Underground Sprinklers: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. 11111. Bid Item S9 — Seeding & Plants: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. JJJJJ. Bid Item T1— Excavation & Backfill for Utilities: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. KKKKK. Bid Item T2 — Fiberglass Manholes: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. LLLLL. Bid Item T3 — Wastewater Utility Piping: 1. Upon acceptance of the Bid Items above, the basis of payment will be determined by the percentage of completion of the scope of the bid item. 2. The unit measure for the basis of payment for this bid item will be on a percentage basis of completion verified by the Architect. MMMMM. Other Bid Items 1. The basis of measurement and payment for other Bid Items shall be as described in the applicable Specification Sections, Construction Drawings and/or SECTION 00 30 01 BID FORM. 2.00 PRODUCTS (NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Measurement and Basis for Payment #25069 — City of Corpus Christi Detention Center 012901-17 Rev 5/2020 0133 01 Submittal Register Specification Section Specification Description Paragraph No. Types of Submittals Required Product Information Sample or Mockup Operations Data 02 41 00 Demolition 1.04 Record Data 02 41 00 Demolition 1.04 Shop Drawing 03 11 13.11 Concrete Forms 1.03 Shop Drawing 03 20 00 Concrete Reinforcing 1.05 Shop Drawing 03 20 00 Concrete Reinforcing 1.05 Record Data 03 21 11 Reinforcing Steel 1.04 Record Data 03 30 00 Cast -in -place Concrete 1.04 Record Data Sample O&M Manual 03 30 00 Cast -in -place Concrete 1.04 Shop Drawing 03 31 11 Concrete Structures 1.04 Record Data 03 35 11 Concrete Finishing 1.04 Record Data 03 35 40 Sealed Concrete Floor Finishing 1.04 Record Data 03 39 11 Concrete Curing 1.04 Record Data 04 20 00 Unit Masonry 1.05 Record Data Sample 04 20 00 Unit Masonry 1.05 Shop Drawing 05 12 00 Structural Steel Framing 1.05 Record Data 05 12 00 Structural Steel Framing 1.05 Shop Drawing 05 52 13 Pipe and Tube Railings 1.04 Shop Drawing 05 50 00 Metal Fabrications 1.04 Shop Drawing 06 10 00 Rough Carpentry 1.04 Record Data O&M Manual 06 10 53 Miscellaneous Rough Carpentry 1.03 Record Data O&M Manual 06 18 00 Glue Laminated Construction 1.04 Record Data 06 18 00 Glue Laminated Construction 1.04 Shop Drawing 06 20 00 Finish Carpentry 1.04 Record Data Sample 06 41 00 Architectural Wood Casework 1.03 Record Data 06 41 00 Architectural Wood Casework 1.03 Shop Drawing 06 41 00 Architectural Wood Casework 1.03 Record Data 06 83 00 Fiberglass Reinforced Paneling 1.03 Record Data 07 01 50.19 Preparation for Re -Roofing 1.04 Record Data 07 01 50.19 Preparation for Re -Roofing 1.04 Shop Drawing 07 13 26 Self -Adhering Sheet Waterproofing 1.02 Record Data O&M Manual 07 13 26 Self -Adhering Sheet Waterproofing 1.02 Shop Drawing 07 19 17 Anti -Graffiti Coatings 1.03 Record Data 07 21 00 Themal Insulation 1.04 Record Data 07 21 00 Themal Insulation 1.04 Shop Drawing 07 27 20 Fluid Applied Air Barrier 1.07 Record Data 07 27 20 Fluid Applied Air Barrier 1.07 Shop Drawing 07 42 47 Fiber Cement Soffits 1.05 Record Data O&M Manual 07 54 19 Polyvinal Chloride (PVC/TPA) Roofing 1.06 Record Data O&M Manual 07 62 00 Sheet Metal Flashing and Trim 1.06 Record Data Sample 07 62 00 Sheet Metal Flashing and Trim 1.06 Shop Drawing 07 72 00 Roof Accessories 1.07 Record Data 07 72 00 Roof Accessories 1.07 Shop Drawing 07 81 23 Intumescent Fire Protection 1.03 Record Data 07 92 00 Joint Sealants 1.04 Record Data Sample 07 95 13 Expansion Joint Cover Assembly Applications 1.04 Record Data 08 11 13 Hollow Metal Doors and Frames 1.05 Record Data 08 11 13 Hollow Metal Doors and Frames 1.05 Shop Drawing 08 14 16 Flush Wood Doors 1.04 Record Data O&M Manual 08 14 16 Flush Wood Doors 1.04 Shop Drawing 08 16 13 Fiberglass Doors and Frames 1.05 Record Data Sample 08 16 13 Fiberglass Doors and Frames 1.05 Shop Drawing 08 31 00 Access Doors and Panels 1.03 Record Data 08 3100 Access Doors and Panels 1.03 Shop Drawing 08 41 13 Aluminum -Framed Entrances and Storefronts 1.03 Record Data 08 41 13 Aluminum -Framed Entrances and Storefronts 1.03 Shop Drawing 08 71 00 Door Hardware 1.03 Record Data Sample O&M Manual 08 7100 Door Hardware 1.03 Shop Drawing 08 80 00 Glazing 1.05 Record Data Sample O&M Manual 09 22 16 Non -Structural Metal Framing 1.02 Record Data 09 29 00 Gypsum Board 1.03 Record Data Sample 09 65 00 Resilient Flooring 1.03 Record Data 09 65 00 Resilient Flooring 1.03 Shop Drawing 09 65 13 Resilient Base and Accessories 1.02 Record Data Sample 09 67 23 Resinous Flooring 1.02 Record Data Sample 09 72 00 Wall Coverings 1.02 Record Data Sample 09 77 20 Decorative Fiberglass Reinforced Wall Panels 1.04 Record Data Sample Submittal Register Corpus Christi Detention Center #25069 01 33 01-1 10/2018 Specification Section Specification Description Paragraph No. Types of Submittals Required Product Information Sample or Mockup Operations Data 09 77 20 Decorative Fiberglass Reinforced Wall Panels 1.04 Shop Drawing 09 91 13 Painting 1.05 Record Data Sample 09 96 00 High Performance Coatings 1.04 Record Data 10 14 19 Demensional Letters Signage 1.02 Record Data Sample O&M Manual 10 14 23.16 Room Identification Panel Signage 1.03 Record Data Sample O&M Manual 10 14 23.16 Room Identification Panel Signage 1.03 Shop Drawing 10 26 13 Corner Guards 1.03 Record Data Sample 10 26 13 Corner Guards 1.03 Shop Drawing 10 28 00 Toilet, Bath, and Laundry Accessories 1.03 Record Data Sample O&M Manual 10 44 00 Fire Protection Specialities 1.03 Record Data 10 44 00 Fire Protection Specialities 1.03 Shop Drawing 12 36 61.16 Solid Surfacing Countertops 1.03 Record Data Sample 12 36 61.16 Solid Surfacing Countertops 1.03 Shop Drawing 21 05 29 Hangers and Supports for Fire Suppression Piping and Equipment 1.03 Record Data 2113 00 Fire Suppression Sprinkler System 1.03 Record Data 2113 14 Wet Pipe Sprinkler System, Corrosion Mitigation Program 1.03 Record Data 22 07 00 Inside Utility Trench Excavation, Backfill and Compaction 1.03 Record Data 22 08 00 Outside Utility Trench Excavation, Backfill and Compaction 1.03 Record Data 22 14 00 Hangers and Supports 1.03 Record Data 22 19 00 System Identification and Pipe Markings 1.03 Record Data 22 26 00 Piping Insulation 1.03 Record Data 22 41 00 Plumbing, Piping, and Valves 1.03 Record Data 22 41 10 Natural Gas Piping System 1.03 Record Data 22 43 00 Plumbing Specialties 1.03 Record Data 22 44 00 Plumbing Fixtures 1.03 Record Data 22 45 00 Plumbing Equipment 1.03 Record Data 23 05 00 Basic Materials and Methods 1.13 Shop Drawing 23 07 19 DX Piping System Insulation 1.03 Record Data 23 14 00 Supports and Anchors 1.03 Record Data 23 17 00 Motors and Motor Controllers 1.04 Shop Drawing 23 17 00 Motors and Motor Controllers 1.04 Record Data 23 19 00 System Identification and Pipe Markings 1.01 Record Data 23 19 00 System Identification and Pipe Markings 1.01 Shop Drawing 23 24 00 Sound and Vibration Control 1.04 Shop Drawing 23 2400 Sound and Vibration Control 1.04 Record Data 23 29 00 Duct Insulation 1.04 Record Data 23 29 00 Duct Insulation 1.04 Shop Drawing 23 53 00 Refrigerant Piping 1.02 Record Data 23 58 54 DX Fan Coil Unit 1.02 Record Data 23 58 54 DX Fan Coil Unit 1.02 Shop Drawing 23 67 10 Air Cooled Condensing Units 1.02 Record Data 23 67 10 Air Cooled Condensing Units 1.02 Shop Drawing 23 88 10 Air Distribution Devices 1.04 Record Data 23 88 10 Air Distribution Devices 1.04 Shop Drawing 23 88 10 Air Distribution Devices 1.04 Record Data 23 88 85 Air Filters 1.02 Record Data 23 88 85 Air Filters 1.02 Shop Drawing 23 99 00 Metal Ductwork 1.02 Record Data 23 99 00 Metal Ductwork 1.02 Shop Drawing 23 91 00 Ductwork Accessories 1.02 Record Data 23 91 00 Ductwork Accessories 1.02 Shop Drawing 23 99 00 Testing, Adjusting, and Balancing 1.02 Record Data 23 99 00 Testing, Adjusting, and Balancing 1.02 Shop Drawing 26 06 00 Grounding 1.02 Record Data 26 06 00 Grounding 1.02 Shop Drawing 26 07 50 Identification 1.02 Record Data 26 07 50 Identification 1.02 Shop Drawing 26 12 30 Wire and Canle 1.02 Record Data 26 12 30 Wire and Canle 1.02 Shop Drawing 26 13 60 Raceways 1.02 Record Data 26 13 60 Raceways 1.02 Shop Drawing 26 14 00 Wiring Devices 1.02 Record Data 26 14 00 Wiring Devices 1.02 Shop Drawing 26 24 16 Panelboards 1.02 Record Data 26 24 16 Panelboards 1.02 Shop Drawing 26 32 00 Natural Gas Generator 1.02 Record Data 0133 01 Submittal Register Specification Section Specification Description Paragraph No. Types of Submittals Required Product Information Sample or Mockup Operations Data 26 32 00 Natural Gas Generator 1.02 Shop Drawing 26 33 00 Automatic Transfer Switch 1.02 Record Data 26 33 00 Automatic Transfer Switch 1.02 Shop Drawing 2643 13 Surge Protection Devices 1.02 Record Data 2643 13 Surge Protection Devices 1.02 Shop Drawing 26 44 10 Disconnect Switches 1.02 Record Data 26 44 10 Disconnect Switches 1.02 Shop Drawing 26 5100 Luminaires 1.02 Record Data Sample 26 74 00 Telephone/Data System (Rough -In) 1.02 Shop Drawing 26 74 00 Telephone/Data System (Rough -In) 1.02 Record Data 26 75 00 Cable TV System (Rough -In) 1.02 Shop Drawing 26 75 00 Cable TV System (Rough -In) 1.02 Record Data 27 05 33 Pathways for Communications Systems 1.09 Record Data O&M Manual 27 05 33 Pathways for Communications Systems 1.09 Shop Drawing 27 05 43 Underground Pathways for Communications 1.9 Record Data 27 05 43 Underground Pathways for Communications 1.9 Shop Drawing 27 41 16 Integrated Audiovisual Systems 1.5 Record Data 27 41 16 Integrated Audiovisual Systems 1.5 Shop Drawing 28 05 00 Security System Wiring 1.6 Record Data O&M Manual 28 05 00 Security System Wiring 1.6 Shop Drawing 28 10 01 Access Contorl System Pedestal 1.02 Record Data 28 31 00 Fire Detection and Alarm System 1.4 Record Data 28 31 00 Fire Detection and Alarm System 1.4 Shop Drawing 31 23 16.13 Trenching 1.03 Shop Drawing 31 24 13.10 Embankment 1.03 Record Data 31 31 16 Termite Control 1.04 Record Data O&M Manual 3163 29 Drilled Concrete Piers and Shafts 1.06 Shop Drawing 32 1100 Subgrade and Base Course 1.03 Record Data 32 11 13.13 Lime Treated Subgrade 1.03 Record Data 32 11 13.26 Cement Treated Subgrade 1.03 Record Data 32 11 23 Flexible Base Course 1.04 Record Data 32 12 13.19 Prime Coat 1.03 Record Data 32 13 13 Concrete Paving 1.03 Record Data 32 13 13.13 Curb and Gutter 1.03 Record Data 32 16 23 Sidewalks 1.04 Record Data 32 16 33 Driveways 1.03 Record Data 32 17 23.13 Painted Pavement Markings 1.03 Record Data 32 31 13 Chain Link Fences and Gates 1.03 Record Data O&M Manual 32 31 13 Chain Link Fences and Gates 1.03 Shop Drawing 32 31 19 Decorative Metal Fences and Gates 1.04 Record Data Sample 32 31 19 Decorative Metal Fences and Gates 1.04 Shop Drawing 32 84 23 Underground Sprinklers 1.04 Record Data 32 84 23 Underground Sprinklers 1.04 Shop Drawing 32 90 01 Common Planting Requirements 1.3 O&M Manual 32 91 13 Soil Preparation 1.4 Record Data Sample 32 93 00 Plants 1.4 Sample O&M Manual Submittal Register Corpus Christi Detention Center #25069 01 33 01-3 10/2018 01 35 00 SPECIAL PROCEDURES 1.00 GENERAL 1.01 CONSTRUCTION SEQUENCE A. Perform the Work as required to complete the entire Project within the Contract Times and in the sequence stipulated below: 1. PHASE 1: Construction of new addition including the sallyport, rear drive and parking, mechanical room and the demolition, renovation/construction of holding cells and exterior/site work; Construction of new addition including the Processing area, Corrections Department Breakroom and restrooms. IT/Data cabling rough -in for all phases to be performed, installation will be done during each phase. 2. PHASE 2: Renovation of Processing area connection to addition, reporting room, restrooms, Corrections Department Manager's office, IT/Storage, Magistrate offices/hearing room, interview room/space and related mechanical rooms. This phase includes drives and parking at the Leopard Street entrance for the front parking area. B. Consider the sequences, duration limitations, and governing factors outlined in this Section to prepare the schedule for the Work. C. Perform the Work not specifically described in this Section as required to complete the entire Project within the Contract Times. 1.02 PLAN OF ACTION A. Submit a written plan of action for approval for shutting down essential services. These include: 1. Electrical power, 2. Control power, 3. Pipelines or wastewater systems, 4. Communications equipment, and 5. Other designated functions. B. Describe the following in the plan of action: 1. Scheduled dates for construction; 2. Work to be performed; 3. Utilities, piping, or services affected; 4. Length of time the service or utility will be disturbed; Special Procedures #25069 — City of Corpus Christi Detention Center 013500-1 Rev 10/2018 5. Procedures to be used to carry out the Work; 6. Plan of Action to handle emergencies; 7. List of manpower, equipment, and ancillary supplies; 8. Backups for key pieces of equipment and key personnel; 9. Contingency plan that will be used if the original schedule cannot be met; and C. Submit plan 1 month prior to beginning the Work. 1.03 CRITICAL OPERATIONS A. The Owner has identified critical operations that must not be out of service longer than the designated maximum time out of service and/or must be performed only during the designated times. These have been identified in the table below: Critical Operation Max. Time Out of Operation Hours Operation can be Shut Down Liquidated Damages ($ per hour) Phase 1 Relocation 5 business days TBD N/A Phase 2 Relocation 5 business days TBD N/A B. Submit a written plan of action per Paragraph 1.02 for approval for critical operations. C. Work affecting critical operations is to be performed on a 24-hour a day basis until Owner's normal operations have been restored. D. Provide additional manpower and equipment as required to complete the Work affecting critical operations within the allotted time. E. Liquidated damages will be assessed if Work on critical operations is not completed within the time indicated. 1. F. Designated Critical Operations are described in more detail as follows: 1. Critical Operation 1 - Phase 1 - Relocation a. Relocation to space to be utilized during Phase 1 construction activities. 2. Critical Operation 2 - Phase 2 - Relocation a. Relocation to space to be utilized during Phase 2 construction activities. 1.04 OWNER ASSISTANCE A. The Owner will assist the Contractor in draining the existing pipelines as much as possible through existing blow -off valves. The Contractor will be responsible for providing Special Procedures #25069 — City of Corpus Christi Detention Center 013500-2 Rev 10/2018 dewatering pumps, etc. required to completely dewater the facilities and handle any leakage past closed valves, gates or adjacent structures. 2.00 PRODUCTS (NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Special Procedures #25069 — City of Corpus Christi Detention Center 013500-3 Rev 10/2018 01 50 00 TEMPORARY FACILITIES AND CONTROLS 1.00 GENERAL 1.01 WORK INCLUDED A. Provide temporary facilities, including the Contractor's field offices, storage sheds, and temporary utilities needed to complete the Work. B. Install and maintain temporary Project identification signs. Provide temporary on -site informational signs to identify key elements of the construction facilities. Do not allow other signs to be displayed 1.02 QUALITY ASSURANCE A. Inspect and test each service before placing temporary utilities in use. Arrange for all required inspections and tests by regulatory agencies, and obtain required certifications and permits for use. 1.03 DELIVERY AND STORAGE A. Arrange transportation, loading, and handling of temporary buildings and sheds. 1.04 JOB CONDITIONS A. Locate buildings and sheds at the Site as indicated or as approved by the OPT. B. Prepare the Site by removing trees, brush, or debris and performing demolition or grubbing needed to clear a space adequate for the structures. C. Pay for the utilities used by temporary facilities during construction. D. Provide each temporary service and facility ready for use at each location when the service or facility is first needed to avoid delay in the performance of the Work. E. Maintain, expand as required, and modify temporary services and facilities as needed throughout the progress of the Work. F. Remove services and facilities when approved by the OAR. G. Operate temporary facilities in a safe and efficient manner. 1. Restrict loads on temporary services or facilities to within their designed or designated capacities. 2. Provide sanitary conditions. Prevent public nuisance or hazardous conditions from developing or existing at the Site. 3. Prevent freezing of pipes, flooding, or the contamination of water. 4. Maintain Site security and protection of the facilities. 1.05 OPTIONS A. Construction offices may be prefabricated buildings on skids or mobile trailers. B. Storage sheds may be prefabricated buildings on skids or truck trailers. Temporary Facilities and Controls #25069 — City of Corpus Christi Detention Center 015000-1 Rev 8/2019 2.00 PRODUCTS 2.01 TEMPORARY FIELD OFFICES A. Furnish a field office of adequate size for Contractor's use. Provide conference room space for a minimum of 10 people. B. Other trades may provide their own offices only when space is available at the Site, and the OPT agrees to its size, condition, and location. 2.02 TEMPORARY STORAGE BUILDINGS A. Furnish storage buildings of adequate size to store any materials or equipment delivered to the Site that might be affected by weather. 2.03 TEMPORARY SANITARY FACILITIES A. Provide sanitary facilities at the Site from the commencement of the Project until Project conclusion. Maintain these facilities in a clean and sanitary condition at all times, and comply with the requirements of the local health authority. On large sites, provide portable toilets at such locations that no point in the Site shall be more than 600 feet from a toilet. B. Use these sanitary facilities. Do not use restrooms within existing or Owner -occupied buildings. 2.04 TEMPORARY HEAT A. Provide heating devices needed to protect buildings during construction. Provide fuel needed to operate the heating devices and attend the heating devices at all times they are in operation, including overnight operations. 2.05 TEMPORARY UTILITIES A. Provide the temporary utilities for administration, construction, testing, disinfection, and start-up of the Work, including electrical power, water, and telephone. Pay all costs associated with furnishing temporary utilities. 1. Provide a source of temporary electrical power of adequate size for construction procedures. a. Use existing power systems where spare capacity is available. Provide temporary power connections that do not adversely affect the existing power supply. Submit connections to the OAR for approval prior to installation. b. Provide electrical pole and service connections that comply with Laws and Regulations and the requirements of the power company. 2. Provide telephone service to the Site and install telephones inside the Contractor's field office. Temporary Facilities and Controls #25069 — City of Corpus Christi Detention Center 015000-2 Rev 8/2019 2.06 WATER FOR CONSTRUCTION A. Provide temporary water. Potable water may be purchased from the Owner by obtaining a water meter from the Owner and transporting water from a water hydrant. Non -potable water may be used for hydraulic testing of non -potable basins or pipelines. Include the cost of water in the Contract Price. B. Contractor must comply with the City of Corpus Christi's Water Conservation and Drought Contingency Plan as amended (the "Plan"). This includes implementing water conservation measures established for changing conditions. The City Engineer will provide a copy of the Plan to Contractor at the pre -construction meeting. The Contractor will keep a copy of the Plan on the Site throughout construction. 3.00 EXECUTION 3.01 LOCATION OF TEMPORARY FACILITIES A. Locate temporary facilities in areas approved by the OAR. Construct and install signs at locations approved by the OAR. Install informational signs so they are clearly visible. 3.02 PROJECT IDENTIFICATION AND SIGNS A. Contractor -name project signs are allowed by city engineering department at the contractor's expense and requite permitting and approval by Development Services. B. The signs must be installed before construction begins and will be maintained throughout the Project period by the Contractor. The locations of the signs will be determined in the field by the OAR. 3.03 TEMPORARY LIGHTING A. Provide temporary lighting inside buildings once buildings are weatherproof. B. Provide lighting that is adequate to perform Work within any space. Temporary lights may be removed once the permanent lighting is in service. C. Provide portable flood lights at any time that Work will be performed outside the structure at night. Provide adequate lighting at any location Work is being performed. 3.04 DRINKING WATER A. Provide all field offices with potable water. Provide a dispenser and cooling apparatus if bottled drinking water is provided. B. Pay for water services and maintain daily. 3.05 CONSTRUCTION FENCE A. Install and maintain a construction fence around the Site and off -site storage yards. Fence must be a minimum 6 feet high chain link construction unless shown otherwise. Provide gates with padlocks. Temporary Facilities and Controls #25069 — City of Corpus Christi Detention Center 015000-3 Rev 8/2019 1. Project fencing requires screening with project rendering image. 3.06 REMOVAL OF TEMPORARY FACILITIES A. Remove temporary buildings, sheds, and utilities at the conclusion of the Project and restore the Site to original condition or finished in accordance with the Drawings. B. Remove informational signs upon completion of construction. C. Remove Project identification signs, framing, supports, and foundations upon completion of the Project. 3.07 MAINTENANCE AND JANITORIAL SERVICE A. Maintain signs and supports in a neat, clean condition. Repair damage to structures, framings, or signs. B. Repair any damage to Work caused by placement or removal of temporary signage. END OF SECTION Temporary Facilities and Controls #25069 — City of Corpus Christi Detention Center 015000-4 Rev 8/2019 01 57 00 TEMPORARY CONTROLS 1.00 GENERAL 1.01 WORK INCLUDED A. Provide labor, materials, equipment, and incidentals necessary to construct temporary facilities to provide and maintain control over environmental conditions at the Site. Remove temporary facilities when no longer needed. B. Construct temporary impounding works, channels, diversions, furnishing and operation of pumps, installing piping and fittings, and other construction for control of conditions at the Site. Remove temporary controls at the end of the Project. C. Provide a Storm Water Pollution Prevention Plan (SWPPP) as required by Texas Pollutant Discharge Elimination System (TPDES) General Permit No. TXR150000 for stormwater discharges from construction activities as applicable to the nature and size of the Project. Comply with all requirements of the Texas Commission on Environmental Quality (TCEQ) and Laws and Regulations. File required legal notices and obtain required permits prior to beginning any construction activity. D. Provide labor, materials, equipment, and incidentals necessary to prevent stormwater pollution for the duration of the Project. Provide and maintain erosion and sediment control structures as required to preventive sediment and other pollutants from the Site from entering any stormwater system including open channels. Remove pollution control structures when no longer required to prevent stormwater pollution. 1.02 QUALITY ASSURANCE A. Construct and maintain temporary controls with adequate workmanship using durable materials to provide effective environmental management systems meeting the requirements of the Contract Documents and Laws and Regulations. Use materials that require minimal maintenance to prevent disruption of construction activities while providing adequate protection of the environment. B. Periodically inspect systems to determine that they are meeting the requirements of the Contract Documents. 1.03 DOCUMENT SUBMITTAL A. Provide documents requiring approval by the OPT as Shop Drawings in accordance with Article 25 of SECTION 00 72 00 GENERAL CONDITIONS. B. Provide copies of notices, records, and reports required by the Contract Documents or Laws and Regulations as Record Data in accordance with Article 26 of SECTION 00 72 00 GENERAL CONDITIONS. 1.04 STANDARDS A. Provide a SWPPP that complies with all requirements of TPDES General Permit No. TXR150000 and any other applicable Laws and Regulations. Temporary Controls #25069 — City of Corpus Christi Detention Center 015700-1 Rev 8/2019 B. Perform Work to comply with the City of Corpus Christi Code of Ordinances, Part III, Chapter 14, Article X - titled "STORM WATER QUALITY MANAGEMENT PLANS" and any other applicable Laws and Regulations. 1.05 PERMITS A. Development Services Department (DSD) has approved plans for construction. Contractor must register with DSD as the contractor of record and obtain a final permit prior to commencing construction work B. As applicable, submit the following to the TCEQ and the Operator of any Municipal Separate Storm Sewer System (MS4) receiving stormwater discharges from the Site: 1. Notice of Intent (NOI) at least 48 hours prior to beginning construction activity. Construction activity may commence 24 hours after the submittal of an electronic NOI. 2. Notice of Change (NOC) letter when relevant facts or incorrect information was submitted in the NOI, or if relevant information in the NOI changes during the course of construction activity. 3. Notice of Termination (NOT) when the construction Project has been completed and stabilized. C. Post a copy of the NOI at the Site in a location where it is readily available for viewing by the general public and as required by Laws and Regulations prior to starting construction activities and maintain the posting until completion of the construction activities. D. Maintain copies of a schedule of major construction activities, inspection reports, and revision documentation with the SWPPP. 1.06 STORMWATER POLLUTION CONTROL A. Comply with the current requirements of TPDES General Permit No. TXR150000 as set forth by the TCEQ for the duration of the Project as applicable to the nature of the work and the total disturbed area: 1. Develop a SWPPP meeting all requirements of the TPDES General Permit. 2. Submit of a Notice of Intent to the TCEQ. 3. Develop and implement appropriate Best Management Practices as established by local agencies of jurisdiction. 4. Provide all monitoring and/or sampling required for reporting to the TCEQ. 5. Submit reports to the TCEQ as required as a condition of the TPDES General Permit. 6. Submit copies of the reports to the Designer as Record Data in accordance with Article 26 of SECTION 00 72 00 GENERAL CONDITIONS. 7. Retain copies of these documents at the Site at all times for review and inspection by the OPT or regulatory agencies. Post a copy of the permit as required by Laws and Regulations. 8. Assume sole responsibility for implementing, updating, and modifying the TPDES General Permit per Laws and Regulations for the SWPPP and Best Management Practices. Temporary Controls #25069 — City of Corpus Christi Detention Center 015700-2 Rev 8/2019 B. Use forms required by the TCEQ to file the Notice of Intent. Submit the Notice of Intent at least 2 days prior to the start of construction. Develop the SWPPP prior to submitting the Notice of Intent. Provide draft copies of the Notice of Intent, SWPPP, and any other pertinent TCEQ submittal documents to Owner for review prior to submittal to the TCEQ. C. Return any property disturbed by construction activities to either specified conditions or pre - construction conditions as set forth in the Contract Documents. Provide an overall erosion and sedimentation control system that will protect all undisturbed areas and soil stockpiles/spoil areas. Implement appropriate Best Management Practices and techniques to control erosion and sedimentation and maintain these practices and techniques in effective operating condition during construction. Permanently stabilize exposed soil and fill as soon as practical during the Work. D. Assume sole responsibility for the means, methods, techniques, sequences, and procedures for furnishing, installing, and maintaining erosion and sedimentation control structures and procedures and overall compliance with the TPDES General Permit. Modify the system as required to effectively control erosion and sediment. E. Retain copies of reports required by the TPDES General Permit for 3 years from date of Final Completion. 1.07 POLLUTION CONTROL A. Prevent the contamination of soil, water, or atmosphere by the discharge of noxious substances from construction operations. Provide adequate measures to prevent the creation of noxious air -borne pollutants. Prevent dispersal of pollutants into the atmosphere. Do not dump or otherwise discharge noxious or harmful fluids into drains or sewers, nor allow noxious liquids to contaminate public waterways in any manner. B. Provide equipment and personnel and perform emergency measures necessary to contain any spillage. 1. Contain chemicals in protective areas and do not dump on soil. Dispose of such materials at off -site locations in an acceptable manner. 2. Excavate contaminated soil and dispose at an off -site location if contamination of the soil does occur. Fill resulting excavations with suitable backfill and compact to the density of the surrounding undisturbed soil. 3. Provide documentation to the Owner which states the nature and strength of the contaminant, method of disposal, and the location of the disposal site. 4. Comply with Laws and Regulations regarding the disposal of pollutants. C. Groundwater or run-off water which has come into contact with noxious chemicals, sludge, or sludge -contaminated soil is considered contaminated. Contaminated water must not be allowed to enter streams or water courses, leave the Site in a non -contained form, or enter non -contaminated areas of the Site. 1. Pump contaminated water to holding ponds constructed by the Contractor for this purpose, or discharge to areas on the interior of the Site, as designated by the OAR. 2. Construct temporary earthen dikes or take other precautions and measures as required to contain the contaminated water and pump to a designated storage area. Temporary Controls #25069 — City of Corpus Christi Detention Center 015700-3 Rev 8/2019 3. Wash any equipment used for handling contaminated water or soil within contaminated areas three times with uncontaminated water prior to using such equipment in an uncontaminated area. Dispose of wash water used to wash such equipment as contaminated water. 1.08 EARTH CONTROL A. Remove excess soil, spoil materials, and other earth not required for backfill at the time of generation. Control stockpiled materials to eliminate interference with Contractor and Owner's operations. B. Dispose of excess earth off the Site. Provide written approval from the property owner for soils deposited on private property. Obtain approval of the Owner if this disposal impacts the use of Site or other easements. 1.09 OZONE ADVISORY DAYS A. Do not conduct roofing, priming, or hot -mix paving operations, except for repairs, on days the City Engineer has notified Contractor that an ozone advisory is in effect. An extension of time will be allowed for each day for which priming or hot mix paving was scheduled, crews were prepared to perform this Work and the City Engineer issued ozone alert prevents this Work. Contractor will be compensated at the unit price indicated in the Bid for each day for which an extension of time was granted due to an ozone alert. 1.10 MANAGEMENT OF WATER A. Manage water resulting from rains or ground water at the Site. Maintain trenches and excavations free of water at all times. B. Lower the water table in the construction area by acceptable means if necessary to maintain a dry and workable condition at all times. Provide drains, sumps, casings, well points, and other water control devices as necessary to remove excess water. C. Provide continuous operation of water management actions. Maintain standby equipment to provide proper and continuous operation for water management. D. Ensure that water drainage does not damage adjacent property. Divert water into the same natural watercourse in which its headwaters are located, or other natural stream or waterway as approved by the Owner. Assume responsibility for the discharge of water from the Site. E. Remove the temporary construction and restore the Site in a manner acceptable to the OAR and to match surrounding material at the conclusion of the Work. 1.11 DEWATERING A. This item is considered subsidiary for all dewatering methods other than "well pointing" to the appropriate bid items as described in the Bid Form where dewatering is needed to keep the excavation dry, as approved by the Designer, and shall include all costs to provide a dry foundation for the proposed improvements. Temporary Controls #25069 — City of Corpus Christi Detention Center 015700-4 Rev 8/2019 B. Storm water that enters an excavation can be pumped out as long as care is taken to minimize solids and mud entering the pump suction and flow is pumped to a location that allows for sheet flow prior to entering a storm water drainage ditch or storm water inlet. C. An alternative to sheet flow is to pump storm water to an area where ponding occurs naturally without leaving the designated work area or by a manmade berm(s) prior to entering the storm water system. Sheet flow and ponding is to allow solids screening and/or settling prior to entering a storm water conduit or inlet. D. Storm water or groundwater shall not be discharged to private property without permission. It is the intent that Contractor discharges groundwater primarily into the existing storm water system, provided that the quality of groundwater is equal to or better than the receiving stream, the CC Ship Channel. E. Testing of groundwater quality is to be performed by the Contractor, at the Contractor's expense, prior to commencing discharge and shall be retested by the Contractor, at the Contractor's expense, a minimum of once a week. Contractor shall coordinate with the Owner on all testing. Tests will also be performed as each new area of construction is started. F. Another option for disposal of groundwater by Contractor would include pumping to the nearest wastewater system. If discharging to temporary holding tanks and trucking to a wastewater or wastewater plant, the costs for these operations shall be negotiated. Other groundwater disposal alternatives or solutions may be approved by the Designer on a case by case basis. G. Prior to pumping groundwater from a trench to the wastewater system the Contractor shall contact Wastewater Pre-treatment Coordinator at 826-1817 to obtain a "no cost" permit from the Owner's Waste Water Department. Contractor will pay for any water quality testing or water analysis cost required. The permit will require an estimate of groundwater flow. Groundwater flow can be estimated by boring a hole or excavating a short trench then record water level shortly after completion, allow to sit overnight, record water level again, pump hole or trench dry to a holding tank or vacuum truck then record how long it takes to fill to original level and overnight level. 1.12 DISPOSAL OF CONTAMINATED GROUNDWATER A. An allowance will be included in the Bid for the unanticipated disposal of contaminated groundwater. This allowance may not be needed but is provided in case contaminated groundwater is encountered during the course of the Project and does not meet the water quality requirements for discharge into the storm water or wastewater systems. This allowance includes all materials, tools, equipment, labor, transportation, hauling, coordination, and proper disposal of the contaminated water at an approved landfill, deep water injection well, or other site as agreed to by the Designer. Suggested disposal facilities would be [US Ecology (USET) in Robstown, Texas or Texas Molecular in Corpus Christi, Texas]. B. The payment for this Work will be based on the Contractor's actual costs and will be negotiated. Payment will not include costs associated with routine dewatering, which is considered subsidiary to the appropriate bid items as described in Paragraph 1.11. Temporary Controls #25069 — City of Corpus Christi Detention Center 015700-5 Rev 8/2019 1.13 DISPOSAL OF HIGHLY CHLORINATED WATER A. Dispose of water used for testing, disinfection, and line flushing. Comply with Owner's requirements and Laws and Regulation regarding the disposal of contaminated water, including water with levels of chlorine, which exceed the permissible limits for discharge into wetlands or environmentally sensitive areas. Comply with the requirements of all regulatory agencies in the disposal of all water used in the Project. Include a description and details for disposal of this water in a Plan of Action per SECTION 01 35 00 SPECIAL PROCEDURES. Do not use the Owner's wastewater system for disposal of contaminated water. 1.14 WINDSTORM CERTIFICATION A. All affected materials and installation shall comply with Texas Department of Insurance Requirements for windstorm resistant construction for design wind speed as required by the current version of the International Building Code (IBC). When applicable, Owner shall be responsible for contracting with a licensed structural engineer in the State of Texas to perform all inspections and provide documentation for windstorm certification to the Texas Board of Insurance. The Contractor shall be responsible for providing all necessary design/assembly documentation for all new windows, doors, louvers, etc. to the windstorm engineer/inspectors required to conform with the requirements of the Texas Department of Insurance. 2.00 PRODUCTS 2.01 MATERIALS A. Provide materials that comply with Laws and Regulations. 3.00 EXECUTION 3.01 CONSTRUCTING, MAINTAINING AND REMOVING TEMPORARY CONTROLS A. Construct temporary controls in accordance with Laws and Regulations. B. Maintain controls in accordance with regulatory requirements where applicable, or in accordance with the requirements of the Contract Documents. C. Remove temporary controls when no longer required, but before the Project is complete. Correct any damage or pollution that occurs as the result of removing controls while they are still required. END OF SECTION Temporary Controls #25069 — City of Corpus Christi Detention Center 015700-6 Rev 8/2019 SECTION 02 4100 - DEMOLITION PART 1- GENERAL 1.01 SECTION INCLUDES A. Selective demolition of built site elements. B. Selective demolition of building elements for alteration purposes. C. Abandonment and removal of existing utilities and utility structures. 1.02 RELATED REQUIREMENTS A. Section 31 23 23 - Fill: Fill material for filling holes, pits, and excavations generated as a result of removal operations. 1.03 REFERENCE STANDARDS A. NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations; 2022, with Errata (2021). 1.04 SUBMITTALS A. Site Plan: Indicate: 1. Areas for temporary construction and field offices. B. Demolition Plan: Submit demolition plan as required by OSHA and local AHJs. 1. Indicate extent of demolition, removal sequencing, bracing and shoring, and location and construction of barricades and fences. 2. Indicate phasing of demolition. 3. Summary of safety procedures. 4. Demolition firm qualifications. C. Project Record Documents: Accurately record actual locations of capped and active utilities and subsurface construction. PART 2 - PRODUCTS 2.01 MATERIALS A. Fill Material: See Section 31 23 23. DEMOLITION 25069 - City of Corpus Christi Detention Center 024100-1 July 31, 2025 PART 3 - EXECUTION 3.01 GENERAL PROCEDURES AND PROJECT CONDITIONS A. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the public. 1. Obtain required permits. 2. Comply with applicable requirements of NFPA 241. 3. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be removed; do not allow worker or public access within range of potential collapse of unstable structures. 4. Provide, erect, and maintain temporary barriers and security devices. 5. Use physical barriers to prevent access to areas that could be hazardous to workers or the public. 6. Conduct operations to minimize effects on and interference with adjacent structures and occupants. 7. Do not close or obstruct roadways or sidewalks without permits from authority having jurisdiction. 8. Conduct operations to minimize obstruction of public and private entrances and exits. Do not obstruct required exits at any time. Protect persons using entrances and exits from removal operations. 9. Obtain written permission from owners of adjacent properties when demolition equipment will traverse, infringe upon, or limit access to their property. B. Do not begin removal until receipt of notification to proceed from Owner. C. Do not begin removal until vegetation to be relocated has been removed and vegetation to remain has been protected from damage. D. Protect existing structures and other elements to remain in place and not removed. 1. Provide bracing and shoring. 2. Prevent movement or settlement of adjacent structures. 3. Stop work immediately if adjacent structures appear to be in danger. E. Minimize production of dust due to demolition operations. Do not use water if that will result in ice, flooding, sedimentation of public waterways or storm sewers, or other pollution. F. Hazardous Materials: 1. Hazardous materials are present in buildings and structures to be demolished. A report on the presence of hazardous materials is included in the project manual for review and use. Examine the report to become aware of locations where hazardous materials are present. DEMOLITION 25069 - City of Corpus Christi Detention Center 024100-2 July 31, 2025 2. Hazardous materials identified in the report will be removed by the contractor as a part of this construction contract. Contractor shall utilize a licensed abatement contractor to remove the materials in accordance with all applicable codes and ordinances. 3. If any other suspected hazardous materials not identified in the report are encountered, do not disturb; immediately notify Architect and Owner. G. Partial Removal of Paving and Curbs: Neatly saw cut at right angle to surface. 3.02 EXISTING UTILITIES A. Coordinate work with utility companies. Notify utilities before starting work, comply with their requirements, and obtain required permits. B. Protect existing utilities to remain from damage. C. Do not disrupt public utilities without permit from authority having jurisdiction. D. Do not close, shut off, or disrupt existing life safety systems that are in use without at least 7 days prior written notification to Owner. E. Do not close, shut off, or disrupt existing utility branches or take -offs that are in use without at least 3 days prior written notification to Owner. F. Locate and mark utilities to remain; mark using highly visible tags or flags, with identification of utility type; protect from damage due to subsequent construction, using substantial barricades if necessary. G. Remove exposed piping, valves, meters, equipment, supports, and foundations of disconnected and abandoned utilities. 3.03 SELECTIVE DEMOLITION FOR ALTERATIONS A. Existing construction and utilities indicated on drawings are based on casual field observation and existing record documents only. 1. Verify construction and utility arrangements are as indicated. 2. Report discrepancies to Architect before disturbing existing installation. 3. Beginning of demolition work constitutes acceptance of existing conditions that would be apparent upon examination prior to starting demolition. B. Separate areas in which demolition is being conducted from areas that remain occupied. C. Maintain weatherproof exterior building enclosure, except for interruptions required for replacement or modifications; prevent water and humidity damage. D. Remove existing work as indicated and required to accomplish new work. 1. Remove items indicated on drawings. E. Services including, but not limited to, Plumbing, Electrical, and Telecommunications: Remove existing systems and equipment as indicated. DEMOLITION 25069 - City of Corpus Christi Detention Center 024100-3 July 31, 2025 1. Maintain existing active systems to remain in operation, and maintain access to equipment and operational components. 2. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing systems in service until new systems are complete and ready for service. 3. Verify that abandoned services serve only abandoned facilities before removal. 4. Remove abandoned pipe, ducts, conduits, and equipment. Remove back to source of supply where possible, otherwise cap stub and tag with identification. F. Protect existing work to remain. 1. Prevent movement of structure. Provide shoring and bracing as required. 2. Perform cutting to accomplish removal work neatly and as specified for cutting new work. 3. Repair adjacent construction and finishes damaged during removal work. 4. Patch to match new work. 3.04 DEBRIS AND WASTE REMOVAL A. Remove debris, junk, and trash from site. B. Remove materials not to be reused on site; do not burn or bury. C. Leave site in clean condition, ready for subsequent work. D. Clean up spillage and wind-blown debris from public and private lands. END OF SECTION 02 4100 DEMOLITION 25069 - City of Corpus Christi Detention Center 024100-4 July 31, 2025 SECTION 03 11 13.11- CONCRETE FORMS PART 1- GENERAL 1.01 DESCRIPTION A. This specification shall govern work required for the installation and removal of Concrete Forms as required to complete the project. 1.02 REFERENCES The latest edition of the referenced item below shall be used. A. American Concrete Institute B. Texas Department of Transportation (TxDOT) Standard Specification for Construction and Maintenance of Highways, Streets, and Bridges Item 420, Concrete Structures 1.03 SUBMITTALS A. Forming plans shall be submitted to the Owner for review as specified. PART 2 - PRODUCTS 2.01 GENERAL A. Forms may be of either wood or metal, except where otherwise specified or directed by the Owner. B. Forms shall be straight, free from warp, and of a depth equal to the thickness of the finished work. C. Forms shall be practically mortar -tight, rigidly braced and strong enough to prevent bulging between supports and maintained to the proper line and grade during concrete placement. 2.02 FORM DESIGN AND FORM PLANS A. Forms shall be designed for the pressure exerted by a liquid weighing 150 pounds per cubic foot. 1. The rate of placing the concrete shall be taken into consideration in determining the depth of the equivalent liquid. B. For job -fabricated forms, an additional live load of fifty pounds per square foot (50 psf) shall be allowed on horizontal surfaces. C. Commercially produced structural units used in formwork shall not exceed the manufacturer's maximum allowable working load for moment, shear or end reaction. D. The maximum working load shall include a live load of thirty-five pounds per square foot (35 psf) of horizontal form surface and sufficient details and data shall be submitted for use in checking formwork details for approval. E. Forming plans shall be submitted to the Owner for approval when specified. CONCRETE FORMS 25069 - City of Corpus Christi Detention Center 03 11 13.11 - 1 July 31, 2025 2.03 WOOD FORMS A. Lumber 1. Lumber for forms shall be properly seasoned, of good quality, and free from imperfections which would affect its strength or impair the finished surface of the concrete. 2. The lumber used for facing or sheathing shall be finished on at least one (1) side and two (2) edges and shall be sized to uniform thickness. B. Plywood 1. Forms may be constructed of plywood not less than one-half inch (1/2") in thickness, with no form lining required. 2. The grain of the face plies on plywood forms shall be placed parallel to the span between the supporting studs or joists. 3. Plywood used for forming surfaces which remain exposed shall be equal to that specified as B-B Plyform Class I or Class II. C. Reuse of Lumber or Plywood Forms 1. Forms or form lumbers to be reused shall be maintained clean and in good condition. 2. Any lumber or plywood which is split, warped, bulged, marred or has defects that will produce inferior work shall not be used and, if condemned, shall be promptly removed from the work. D. Liner 1. Form lining will be required for all formed surfaces, except for the inside of culvert barrels, inlets and manholes; surfaces that are subsequently covered by backfill material or are completely enclosed; and, any surface formed by a single finished board. 2. Lining will not be required when plywood forms are used. 3. Form lining shall be of an approved type such as Masonite or plywood. 4. Thin membrane sheeting, such as polyethylene sheets, shall not be used for form lining. 2.04 METAL FORMS A. The foregoing requirements for timber forms as regard to design, mortar -tightness, filleted corners, beveled projections, bracing, alignment, removal, reuse and wetting shall also apply to metal forms, except that these will not require lining, unless specifically noted on the plans. B. The thickness of form metal shall be as required to maintain the true shape without warping or bulging. C. All bolt and rivet heads on the facing sides shall be countersunk. D. Clamps, pins or other connecting devices shall be designed to hold the forms rigidly together and to allow removal without injury to the concrete. E. Metal forms which do not present a smooth surface or line up properly shall not be used. F. Metal shall be kept free from rust, grease or other foreign materials. 2.05 MOLDING A. Molding specified for chamfer strips or other uses shall be made of materials of a grade that will not split when nailed and which can be maintained to a true line without warping. B. Wood molding shall be mill cut and dressed on all faces. CONCRETE FORMS 25069 - City of Corpus Christi Detention Center 031113.11-2 July 31, 2025 C. Unless otherwise provided, forms shall be filleted at all sharp corners and edges with triangular chamfer strips measuring three -fourths inch (3/4") on the sides. 2.06 METAL FORM TIES A. Metal form ties of an approved type or a satisfactory substitute shall be used to hold forms in place and shall be of a type that permits ease of removal of the metal as hereinafter specified. B. Devices holding metal ties in place shall be capable of developing the strength of the tie and adjustable to allow for proper alignment. 2.07 FORM REMOVAL COATING A. Shall be oil or other bond breaking coating of such composition that it will not discolor or otherwise injuriously affect the concrete surface, which is approved by the Owner. PART 3 - EXECUTION 3.01 GENERAL INFORMATION A. All Work shall be in accordance with the Contract, Specifications, Drawings, Manufacturer recommendations, and industry standards. 1. In the event that a requirement conflicts with another the more stringent requirement shall be followed, unless directed otherwise by the Owner. 3.02 SUPPORTS A. Studs and joists shall be spaced so that the facing form material remains in true alignment under the imposed loads. B. Shall be securely staked to line and grade and maintained in a true position during the depositing of concrete. 3.03 FORM WALLS A. Walls shall be spaced close enough to hold forms securely to the designated lines and scabbed at least four -feet (4') on each side of joints to provide continuity. B. A row of walls shall be placed near the bottom of each placement. C. Adequate clean -out openings shall be proved for narrow walls and other locations where access to the bottom of the forms is not readily attainable. D. Facing material shall be placed with parallel and square joints and securely fastened to supporting studs. E. Forms for surfaces receiving only an ordinary finish and exposed to view shall be placed with the form panels symmetrical, i.e., long dimensions set in the same direction. F. Forms for round columns exposed to view shall be of steel, except that other materials will be allowed with written permission of the Owner. G. Horizontal joints shall be continuous. CONCRETE FORMS 25069 - City of Corpus Christi Detention Center 031113.11-3 July 31, 2025 H. All forms shall be constructed to permit their removal without marring or damaging the concrete. 1. The forms may be given a slight draft to permit ease of removal. I. Offset at form joints shall not exceed one -sixteenth inch (1/16"). J. Forms shall conform to the specified radius when placed on curves. K. All forms and footing areas shall be cleaned of any extraneous matter before placing concrete. L. Permission to place concrete will not be given until all such formwork is completed to the satisfaction of the Owner. M. If, at any stage of the work, the forms show signs of bulging or sagging, the portion of the concrete causing such condition shall be removed immediately, if necessary, and the forms shall be reset and securely braced against further movement. 3.04 SPREADERS A. Metal and wooden spreaders which are separate from the forms shall be removed entirely as the concrete is being placed. 3.05 METAL APPLIANCES A. All metal appliances used inside of forms for alignment purposes shall be removed to a depth of at least one-half inch (1/2") from the concrete surface. B. They shall be made so the metal may be removed without undue chipping or spalling, and when removed, shall leave a smooth opening in the concrete surface. C. Burning off of rods, bolts or ties will not be permitted. D. Any wire ties used shall be cut back at least one-half inch (1/2") from the face of the concrete. 3.06 RAILING AND ORNAMENTAL WORK A. Forms for railing and ornamental work shall be constructed to standards equivalent to first-class millwork. B. All moldings, panel work and bevel strips shall be straight and true with nearly mitered joints designed so the finished work is true, sharp and clean cut. 3.07 FORM REMOVAL COATING A. Prior to placing concrete reinforcement, the facing of all forms shall be treated with oil or other bond breaking coating of such composition that it will not discolor or otherwise injuriously affect the concrete surface. 3.08 REMOVAL OF FORMS A. Except as herein provided, forms for vertical surfaces may be removed when the concrete has aged not less than one (1) day when Type I and Type II cement is used, and not less than one-half (1/2) day when Type III cement is used, provided it can be done without damage to the concrete. B. Forms for inside curb faces may be removed in approximately three (3) hours provided it can be done without damage to the curb. CONCRETE FORMS 25069 - City of Corpus Christi Detention Center 03 1113.11 - 4 July 31, 2025 C. Weight -supporting forms shall be removed once the concrete has attained a compressive strength of 2,500 psi or as directed by the Owner. END OF SECTION 03 11 13.11 CONCRETE FORMS 25069 - City of Corpus Christi Detention Center 031113.11-5 July 31, 2025 SECTION 03 20 00 - CONCRETE REINFORCING PART 1- GENERAL 1.01 SECTION INCLUDES A. Reinforcing steel for cast -in -place concrete. B. Supports and accessories for steel reinforcement. 1.02 RELATED REQUIREMENTS A. Section 03 10 00 - Concrete Forming and Accessories. B. Section 03 30 00 - CAST -IN -PLACE CONCRETE. C. Section 04 20 00 - UNIT MASONRY: Reinforcement for masonry. D. Section 3163 29 - Drilled Concrete Piers and Shafts: Reinforcement for drilled pier foundations. 1.03 PRICE AND PAYMENT PROCEDURES A. Bar Reinforcement: By the ton (metric ton). Includes reinforcement, placement, and accessories. 1.04 REFERENCE STANDARDS A. ACI CODE-318 - Building Code Requirements for Structural Concrete and Commentary; 2019 (Reapproved 2022). B. ACI MNL-66 - ACI Detailing Manual; 2020. C. ACI SPEC-301 - Specifications for Concrete Construction; 2020. D. ASTM A184/A184M - Standard Specification for Welded Deformed Steel Bar Mats for Concrete Reinforcement; 2019. E. ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon -Steel Bars for Concrete Reinforcement; 2022. F. ASTM A1064/A1064M - Standard Specification for Carbon -Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete; 2022. G. AWS B2.1/B2.1M - Specification for Welding Procedure and Performance Qualification; 2021, with Errata (2023). H. AWS D1.4/D1.4M - Structural Welding Code - Steel Reinforcing Bars; 2018, with Amendment (2020). I. CRSI (DA4) - Manual of Standard Practice; 2024. CONCRETE REINFORCING 25069 - City of Corpus Christi Detention Center 032000-1 July 31, 2025 1.05 SUBMITTALS A. See Section 00 73 00 — Supplementary Conditions, for submittal procedures. B. Shop Drawings: Comply with requirements of ACI MNL-66 Include bar schedules, shapes of bent bars, spacing of bars, and location of splices. C. Manufacturer's Certificate: Certify that reinforcing steel and accessories supplied for this project meet or exceed specified requirements. D. Welders' Qualification Statement: Welders' certificates in accordance with AWS B2.1/B2.1M and dated no more than 12 months before start of scheduled welding work. E. Reports: Submit certified copies of mill test report of reinforcement materials analysis. 1.06 QUALITY ASSURANCE A. Perform work of this section in accordance with ACI CODE-318, ACI MNL-66, ACI SPEC-301, and ASTM A184/A184M. 1. Maintain one copy of each document on project site. B. Provide Architect with access to fabrication plant to facilitate inspection of reinforcement. Provide notification of commencement and duration of shop fabrication in sufficient time to allow inspection. C. Welder Qualifications: Welding processes and welding operators qualified in accordance with AWS D1.4/D1.4M and no more than 12 months before start of scheduled welding work. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Reinforcing Steel: 1. Commercial Metals Company; Rebar: www.cmc.com/#sle. 2.02 REINFORCEMENT A. Reinforcing Steel: ASTM A615/A615M, Grade 60 (60,000 psi) (420 MPa). 1. Deformed billet -steel bars. 2. Unfinished. B. Steel Welded Wire Reinforcement (WWR): Galvanized, deformed type; ASTM A1064/A1064M 1. Form: Flat Sheets. 2. WWR Style: As indicated on drawings. C. Reinforcement Accessories: 1. Tie Wire: Annealed, minimum 16 gauge, 0.0508 inch (1.29 mm). CONCRETE REINFORCING 25069 - City of Corpus Christi Detention Center 032000-2 July 31, 2025 2. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for adequate support of reinforcement during concrete placement. 3. Provide stainless steel components for placement within 1-1/2 inches (38 mm) of weathering surfaces. 2.03 FABRICATION A. Fabricate concrete reinforcing in accordance with ACI CODE-318, ACI MNL-66 - ACI Detailing Manual, ASTM A184/A184M, and CRSI (DA4) - Manual of Standard Practice. B. Welding of reinforcement is not permitted. PART 3 - EXECUTION 3.01 PLACEMENT A. Place, support and secure reinforcement against displacement. Do not deviate from required position. B. Do not displace or damage vapor barrier. C. Accommodate placement of formed openings. D. Maintain concrete cover around reinforcing as shown on the Drawings. 3.02 FIELD QUALITY CONTROL A. An independent testing agency, as specified in Appendix Section "Testing Requirements", will inspect installed reinforcement for compliance with contract documents before concrete placement. END OF SECTION 03 20 00 CONCRETE REINFORCING 25069 - City of Corpus Christi Detention Center 032000-3 July 31, 2025 SECTION 03 21 11- REINFORCING STEEL PART 1- GENERAL 1.01 DESCRIPTION A. This specification shall govern work required for the furnishing and placement of Reinforcing Steel as required to complete the project. 1.02 RELATED SECTIONS A. 03 31 11 CONCRETE STRUCTURES 1.03 REFERENCES The latest edition of the referenced item below shall be used. A. American Concrete Institute (ACI) 318, Building Code Requirements for Structural Concrete B. ASTM A36 / A36M — Standard Specification for Carbon Structural Steel C. ASTM A82 / A82M — Standard Specification for Steel Wire, Plain, for Concrete Reinforcement D. ASTM A123 / A123M —Standard Specification for Zinc (Hot -Dip Galvanized) Coating on Iron and Steel Products E. ASTM A185 / A185M - Standard Specification for Steel Welded Wire Reinforcement, Plain, for Concrete F. ASTM A496 / A496M — Standard Specification for Steel Wire, Deformed, for Concrete Reinforcement G. ASTM A615 / A615M — Standard Specification for Deformed and Plain Carbon -Steel Bars for Concrete Reinforcement H. ASTM A675 / A675M — Standard Specification for Steel Bars, Carbon, Hot -Wrought, Special Quality, Mechanical Properties I. ASTM A706 / A706M — Standard Specification for Low -Alloy Steel Deformed and Plain Bars for Concrete Reinforcement J. ASTM A775 / A775M — Standard Specification for Epoxy -Coated Steel Reinforcing Bars K. ASTM A884 / A884M — Standard Specification for Epoxy -Coated Steel Wire and Welded Wire Reinforcement L. ASTM A934 / A934M — Standard Specification for Epoxy -Coated Prefabricated Steel Reinforcing Bars M. ASTM A996 / A996M — Standard Specification for Rail -Steel and Axle -Steel Deformed Bars for Concrete Reinforcement N. ASTM D3963 — Standard Specification for Fabrication and Jobsite Handling of Epoxy -Coated Steel Reinforcing Bars O. Texas Department of Transportation (TxDOT) Standard Specification for Construction and Maintenance of Highways, Streets, and Bridges Item 440, Reinforcing Steel P. Texas Department of Transportation (TxDOT) Departmental Material Specification DMS-7320, "Qualification Procedure for Reinforcing Steel Mills" REINFORCING STEEL 25069 - City of Corpus Christi Detention Center 032111-1 July 31, 2025 Q. Texas Department of Transportation (TxDOT) Departmental Material Specification DMS-7330, "Qualification Procedure for Reinforcing Steel Epoxy Coating Applicators" R. Texas Department of Transportation (TxDOT) Departmental Material Specification DMS-4510, "Mechanical Couplers" S. Concrete Reinforcing Steel Institute (CRSI) T. American Welding Society AWS D1.4/D1.4M, "Structural Welding Code - Reinforcing Steel" 1.04 SUBMITTALS A. Product Information 1. Clearly indicate within submittal that the product is in compliance with this and related Section(s). B. Mill approval letter certified by mill. PART 2 - PRODUCTS 2.01 GENERAL A. The requirements of the Drawings, Owner, ASTM Designation, and / or ACI requirements shall govern all products. B. In cases where the provisions of this specification are in conflict with the provisions of the ASTM Designation and / or ACI requirements to which reference is made, the provisions of this specification shall govern. C. All bars shall be marked in accordance with ASTM A615 or ASTM A706. D. Furnish copies of a written certification that the reinforcing steel meets the requirements of this Section. 2.02 APPROVED MILLS A. Reinforcement shall be produced by mills that are approved by the Texas Department of Transportation (TxDOT) in accordance with TxDOT DMS-7320. B. Mill certification shall be submitted with each delivery prior to incorporation of the material into the Project. 2.03 DEFORMED BAR A. Unless otherwise designated on the Drawings, all bar reinforcement shall be deformed. B. Reinforcing Steel must conform to one of the following: 1. ASTM A615, Grades 40 or 60, 2. ASTM A996, Type A, Grades 40 or 60, 3. ASTM A996, Type R, Grade 60, permitted in concrete pavement only (Furnish ASTM A996, Type R bars as straight bars only and do not bend them. Bend tests are not required), 4. ASTM A706 5. ACI 318 C. Large diameter new billet steel (Nos. 14 and 18), Grade 75, and will be permitted for straight bars only. REINFORCING STEEL 25069 - City of Corpus Christi Detention Center 03 2111- 2 July 31, 2025 D. The nominal size and area and the theoretical weight of reinforcing steel bars covered by this specification is shown in Table 1: Table 1 Size, Area, and Weight of Reinforcing Steel Bars Bar Size Number Nominal Diameter (inch) Nominal Area (square inch) Weight Per Linear Foot 2 0.250 0.05 0.167 3 0.375 0.11 0.376 4 0.500 0.20 0.668 5 0.625 0.31 1.043 6 0.750 0.44 1.502 7 0.875 0.60 2.044 8 1.000 0.79 2.670 9 1.128 1.00 3.400 10 1.270 1.27 4.303 11 1.410 1.56 5.313 14 1.693 2.25 7.600 18 2.257 4.00 13.60 2.04 SMOOTH ROUND BARS AND DOWELS A. Reinforcing Steel must conform to one of the following: 1. ASTM A615, Grades 40 or 60, 2. ASTM A996, Type A, Grades 40 or 60, 3. ASTM A996, Type R, Grade 60, permitted in concrete pavement only (Furnish ASTM A996, Type R bars as straight bars only and do not bend them. Bend tests are not required), 4. ASTM A706 5. ACI 318 B. Large diameter new billet steel (Nos. 14 and 18), Grade 75, and will be permitted for straight bars only. C. Smooth bars larger than No. 3, provide steel conforming to ASTM A615 or meet the physical requirements of ASTM A36 and ACI 318. D. Concrete pavement 1. Smooth bars and Dowels must have a minimum yield strength of 60 ksi and meet ASTM A615 and ACI 318. 2.05 SPIRAL REINFORCEMENT A. Spiral reinforcement shall be smooth (not deformed) bars or wire of the minimum diameter shown on the Drawings. B. Bars 1. Bars must comply with ASTM A615, Grade 40; ASTM A996, Type A, Grade 40; or ASTM A675, Grade 80, meeting the dimensional tolerances of ASTM A615, and ACI 318. C. Wire REINFORCING STEEL 25069 - City of Corpus Christi Detention Center 03 2111- 3 July 31, 2025 1. Wire shall be cold -drawn from rods that have been hot -rolled from billets and shall comply with ASTM A185 and ACI 318. 2. Smooth wire must comply with ASTM A82. 3. Deformed wire must comply with ASTM A496. 2.06 WELDABLE REINFORCING STEEL A. Reinforcement shall comply with ASTM A706 or have a carbon equivalent (C.E.) of at most 0.55%. B. Furnish copies of the chemical analysis showing the percentages of carbon, manganese, phosphorus and sulfur and written certification that the reinforcing steel meets the requirements of this Section. 2.07 WELDED WIRE FABRIC A. Provide in rolls or sheets complying with ASTM A185. 2.08 EPDXY COATING 1. Required when and as shown on the Drawings, or as directed by the Owner. 2. The epoxy shall be applied by an approved applicator in accordance with TxDOT DMS-7330, "Qualification Procedure for Reinforcing Steel Epoxy Coating Applicators". 3. Reinforcement is to be coated in accordance with Table 2. Table 2 Epoxy Coating Requirements for Reinforcing Steel Material Specification Bar ASTM A775 or A934 Wire or Fabric ASTM A884 Class A or B Mechanical Couplers As shown on Drawings Hardware As shown on Drawings 4. Epoxy coating material and coating repair material shall comply with TxDOT DMS-8130, "Epoxy Powder Coating for Reinforcing Steel". 5. Epoxy -Coated Reinforcement will be sampled and tested in accordance with TxDOTTex-739-I. 6. Maintain identification of all reinforcing throughout the coating and fabrication and until delivery to the project. 7. Furnish copies of a written certification that the reinforcing steel meets the requirements of this Section and copies of the manufacturers control tests. 2.09 MECHANICAL COUPLERS A. When mechanical splices are shown in the Drawings and allowed by the Owner, the following types shall be used: 1. Sleeve -filler, 2. Sleeve -threaded, 3. Sleeve -swaged, or 4. Sleeve -wedge (not permitted on coated reinforcement). REINFORCING STEEL 25069 - City of Corpus Christi Detention Center 032111-4 July 31, 2025 B. Furnish only couplers that have been produced by a manufacturer that is approved in accordance with TxDOT DMS-4510, "Mechanical Couplers". C. Couplers must be sampled and tested in accordance with DMS-4510. D. Furnish copies of a written certification that the mechanical couplers meets the requirements of this Section. 2.10 TIES A. Uncoated Reinforcement 1. Ties shall be a minimum of 16 gauge of like material of the reinforcement 2. Be in accordance with the Drawings and ACI 318. B. Coated Reinforcement 1. Ties shall be a minimum of 16 gauge 7 mil PVC coated 2. Be in accordance with the Drawings and ACI 318 3. Be approved by the Owner. 2.11 SPACERS AND BLOCKING A. Galvanized Metal Spacers 1. Be galvanized in conformance with ASTM A123. 2. Are to be approved for use by Owner. 3. Not allowed with epoxy -coated reinforcement. B. Metal Spacers with Plastic Coated Tips 1. Are to be approved for use by Owner. C. Stainless Steel Spacers 1. Shall be type 316 or as directed by Owner. 2. Are to be approved for use by Owner. D. Plastic Spacers 1. For approval of plastic spacers on project, representative samples of the plastic shall show no visible indications of deterioration after immersion in a five percent (5%) solution of sodium hydroxide for 120 hours. 2. Must be used with epoxy -coated reinforcement. E. Pre -cast Mortar or Concrete Blocks 1. Pre -cast mortar or concrete blocks to be used for holding steel in position adjacent to formed surfaces shall be cast in molds meeting the approval of the Owner and shall be cured by covering with wet burlap or cotton mats for a period of 72 hours. 2. The blocks shall be cast in the form of a frustum of a cone or pyramid with the smaller face placed against the forms. 3. A suitable tie wire shall be provided in each block, to be used for anchoring to the steel. 4. Except in unusual cases, and when specifically otherwise authorized by the Owner, the size of the surface to be placed adjacent to the forms shall not exceed two and one-half inches (2 1/2") square or the equivalent thereof in cases where circular or rectangular areas are provided. 5. Blocks shall be cast accurately to the thickness required, and the surface to be placed adjacent to the forms shall be a true plane free of surface imperfections. 6. Not allowed with epoxy -coated reinforcement. REINFORCING STEEL 25069 - City of Corpus Christi Detention Center 03 2111- 5 July 31, 2025 PART 3 - EXECUTION 3.01 GENERAL A. All Work shall be in accordance with the Contract, Specifications, Drawings, Manufacturer recommendations, and industry standards. 1. In the event that a requirement conflicts with another the more stringent requirement shall be followed, unless directed otherwise by the Owner. 3.02 BENDING A. The reinforcement shall be bent cold, true to the shapes indicated on the Drawings. B. Bending shall preferably be done in the shop. 1. Field bending and method of, will need to be approved by the Owner. C. Irregularities in bending shall be cause for rejection at no cost to the Owner. D. Unless otherwise shown on the Drawings, the inside diameter of bar bends, in terms of the nominal bar diameter (d), shall be as shown in Table 3: Table 3 Minimum Inside Diameter of Bends Bend Bar Size Number (inch) Grade 40 Grade 60 Grade 75 Bends of 90 degree and greater in stirrups, ties and other secondary bars that enclose another bar in the bend. #3, #4, #5 3d 4d -- #6, #7, #8 4d 6d -- All bends in main bars and in secondary bars not covered above. #3, #4, #5, #6, #7, #8 5d 6d -- #9, #10 5d 8d -- #11 5d 8d 8d #14, #18 10d 10d -- E. Where bending of bar sizes No. 14 or No. 18 of Grades 40 and 60 is required, bend testing shall be performed on representative specimens as described for smaller bars in the applicable ASTM Specification. 1. The required bend shall be 90 degrees around a pin having a diameter of ten (10) times the nominal diameter of the bar. 3.03 TOLERANCES A. Fabricating tolerances for bars shall be as specified on the Drawings or as shown in Figure 1: REINFORCING STEEL 25069 - City of Corpus Christi Detention Center 03 2111- 6 July 31, 2025 Figure 1 Fabrication Tolerances for Bars +1" ±2" From end of bar to any bend ±1/2 .11 3.04 STORAGE +0, -1/4" if 6" or less +0, -1/2" if over 6" Spiral or Circular Tie ±1/2" Stirrup or Tie A. All materials shall be stored above the surface of the ground upon platforms, skids, or other supports and shall be protected as far as practicable from mechanical injury and surface deterioration caused by exposure to conditions producing rust. B. Materials shall be free from injurious defects such as cracks and laminations. C. Rust, surface seams, surface irregularities or mill scale will not be cause for rejection, provided the minimum dimensions, cross -sectional area and tensile properties of a hand wire crushed specimen meets the physical requirements for size and grade of steel specified. 3.05 SPLICES A. Bars 1. No splicing of bars, except when provided on the Drawings or specified herein, will be permitted without written approval of the Owner. 2. Splices not provided for on the Drawings will be permitted, but not included for measurement, in Grade 40 bars only, sizes No. 8 and smaller, subject to the following: REINFORCING STEEL 25069 - City of Corpus Christi Detention Center 03 2111- 7 July 31, 2025 a. For bars exceeding forty -feet (40') in drawing length, the distance center to center of splices shall not be less than forty -feet (40') and no individual bar length shall be less than ten -feet (10'). b. Splices will not be permitted in bars less than forty -feet (40') in drawing length. c. Splices which are not shown on the Drawings, but permitted hereby, shall be made in accordance with Table 4, or as directed by Owner: Table 4 Minimum Lap Requirements Bar Size Number (inches) Uncoated Lap Length Coated Lap Length 3 1'-6" 2'-6" 4 2'-0" 3'-0" 5 2'-6" 3'-6" 6 3'-0" 4'-0" 7 3'-6" 5'-6" 8 4'-6" 7'-0" 9 6'-0" 8'-6" 10 7'-6" 11'-0" 11 9'-0" 13'-6" d. Do not lap No. 14 or No. 18 bars e. The specified concrete cover shall be maintained at such splices and the bars placed in contact and securely tied together. 3. Splices will not be permitted in main reinforcement at points of maximum stress. a. When permitted in main bars, splices in adjacent bars will be staggered a minimum of two (2) splice lengths. B. Welded Wire 1. Lap length shall be at least two (2) cross wires plus two inches (2") on each sheet or roll. 2. All intersections of wire shall be securely tied together. C. Box Culvert Extensions 1. For box culvert extensions with less than one -foot (1') of fill, the existing longitudinal bars shall have a twenty (20) diameter lap with the new bars. 2. For extensions with more than one -foot (1') of fill, a minimum of one -foot (1') lap will be required. D. Welding 1. Welding of reinforcing bars may be used only where shown on the Drawings and by a method approved by the Owner. 2. All welding operations, processes, equipment, materials, workmanship, and inspection shall conform to the requirements of the Drawings and AWS D1.4/D1.4M, "Structural Welding Code - Reinforcing Steel" of the American Welding Society. 3. All splices shall be of such dimension and character as to develop the full strength of bar being spliced. 4. End preparation for butt welding reinforcing bars, shall be done in the field. 5. Delivered bars shall be of sufficient length to permit this practice. REINFORCING STEEL 25069 - City of Corpus Christi Detention Center 03 2111- 8 July 31, 2025 6. Welding of coated bars is not allowed unless the Owner approves of the method and location. E. Mechanical Couplings 1. Install mechanical coupling in accordance with manufacturer's recommendations only where shown on the Drawings. 2. Do not repair damaged threads. 3. Mechanical coupling of coated bars is not allowed unless the Owner approves of the method and location. 3.06 DOWEL BARS A. Unless otherwise shown on the Drawings, dowel bars transferring tensile stresses, shall have a minimum embedment equal to the minimum lap requirements shown in Table 4. B. Shear transfer dowels shall have a minimum embedment of twelve -inches (12"). C. Bars shall be greased or sleeved on one (1) end. 3.07 UNCOATED REINFORCEMENT PLACEMENT A. Handling 1. Provide systems for handling the reinforcement to prevent damage. 2. Bundles shall be lifted with a strong back, spreader bar, multiple supports, platform bridge, or other means to prevent damage. 3. Do not drag or drop reinforcement. 4. Do not drag or drop other materials onto reinforcement. B. Cutting 1. Cutting of rods, bolt, and ties shall be done by saw or shear -cut only. 2. Burning off of rods, bolts or ties will not be permitted. C. Reinforcement 1. Reinforcement shall be placed as near as possible in the position shown on the Drawings. a. Unless otherwise shown on the Drawings, dimensions shown for reinforcement are to the centers of the bars. 1) In the plane of the steel parallel to the nearest surface of concrete, bars shall not vary from Drawing placement by more than one -twelfth (1/12) of the spacing between bars. 2) In the plane of the steel perpendicular to the nearest surface of concrete, bars shall not vary from Drawing placement by more than one -quarter inch (1/4"). 3) Cover of concrete to the nearest surface of steel shall meet the above requirements but shall never be less than one inch (1") or as shown on the Drawings or as directed by the Owner. 2. Vertical stirrups shall always pass around the main tensions members and be attached securely thereto. 3. When placed in the work, reinforcement shall be free from dirt, paint, grease, oil, or other foreign materials. D. Support 1. Reinforcement is to be supported and tied in such manner that a sufficiently rigid case of steel is provided. REINFORCING STEEL 25069 - City of Corpus Christi Detention Center 03 2111- 9 July 31, 2025 2. If the cage is not adequately supported to resist settlement or floating upward of the steel, overturning of truss bars, or movement in any direction during concrete placement, permission to continue concrete placement will be withheld until corrective measures are taken. 3. Sufficient measurements shall be made during concrete placement to insure compliance with this specification and the Drawings. 4. All metal appliances used inside of forms for alignment purposes shall be removed to a depth of at least one-half inch (1/2") from the concrete surface. a. They shall be made so the metal may be removed without undue chipping or spalling, and when removed, shall leave a smooth opening in the concrete surface. E. Tying 1. All reinforcing steel shall be tied at all intersections, except that where spacing is less than one foot (1') in each direction, alternate intersections only, need be tied. 2. Any wire ties used shall be cut back at least one-half inch (1/2") from the face of the concrete. F. Spacers and Blocking 1. The reinforcing steel shall be spaced its required distance from the form surface by means of approved galvanized metal spacers, metal spacers with plastic coated tips, stainless steel spacers, plastic spacers, or approved pre -cast mortar or concrete blocks. 2. Metal supports are not allowed to come into contact with the soil, subgrade, water, or other material which is corrosive to metal, unless approved by the Owner. 3.08 COATED REINFORCEMENT PLACEMENT A. Handling 1. Provide systems for handling the reinforcement with padded contact areas to prevent damage to the coating. 2. Bundles shall be lifted with a strong back, spreader bar, multiple supports, platform bridge, or other means to prevent damage to the coating. 3. Do not drag or drop reinforcement. 4. Do not drag or drop other materials onto reinforcement. B. Cutting 1. Cutting of rods, bolt, and ties shall be done by saw or shear -cut only when approved. a. The cut shall be coated in accordance with ASTM D3963 and as recommended by the manufacturer. C. Reinforcement 1. Reinforcement shall be placed as near as possible in the position shown on the Drawings. a. Unless otherwise shown on the Drawings, dimensions shown for reinforcement are to the centers of the bars. b. In the plane of the steel parallel to the nearest surface of concrete, bars shall not vary from Drawing placement by more than one -twelfth (1/12) of the spacing between bars. c. In the plane of the steel perpendicular to the nearest surface of concrete, bars shall not vary from Drawing placement by more than one -quarter inch (1/4"). d. Cover of concrete to the nearest surface of steel shall meet the above requirements but shall never be less than one -inch (1") or as shown on the Drawings or as directed by the Owner. 2. Vertical stirrups shall always pass around the main tensions members and be attached securely thereto. REINFORCING STEEL 25069 - City of Corpus Christi Detention Center 03 21 11- 10 July 31, 2025 3. When placed in the work, reinforcement shall be free from dirt, paint, grease, oil, or other foreign materials. D. Support 1. Reinforcement is to be supported and tied in such a manner that a sufficiently rigid case of steel is provided. 2. If the cage is not adequately supported to resist settlement or floating upward of the steel, overturning of truss bars, or movement in any direction during concrete placement, permission to continue concrete placement will be withheld until corrective measures are taken. 3. Sufficient measurements shall be made during concrete placement to insure compliance with this specification and the Drawings. 4. All metal appliances used inside of forms for alignment purposes shall be removed to a depth of at least one-half inch (1/2") from the concrete surface. a. They shall be made so the metal may be removed without undue chipping or spalling, and when removed, shall leave a smooth opening in the concrete surface. E. Tying 1. All reinforcing steel shall be tied at all intersections, except that where spacing is less than one - foot (1') in each direction, alternate intersections only, need be tied. 2. Any wire ties used shall be cut back at least one-half inch (1/2") from the face of the concrete. F. Spacers and Blocking 1. The reinforcing steel shall be spaced its required distance from the form surface by means of approved metal spacers with plastic coated tips, stainless steel spacers, or approved plastic spacers. 2. Metal supports are not allowed to come into contact with the soil, subgrade, water, or other material which is corrosive to metal, unless approved by the Owner. G. Coating Repair 1. The coating repair shall be in accordance with ASTM D3963 and as recommended by the manufacturer. 3.09 CONCRETE PLACEMENT A. No concrete shall be deposited until the Owner has inspected the placement of the reinforcing steel and given permission to proceed. B. Before any concrete is placed, all debris shall be cleaned from the reinforcement. END OF SECTION 03 21 11 REINFORCING STEEL 25069 - City of Corpus Christi Detention Center 03 21 11- 11 July 31, 2025 SECTION 03 30 00 - CAST -IN -PLACE CONCRETE PART 1- GENERAL 1.01 SECTION INCLUDES A. Concrete formwork. B. Concrete building frame members. C. Suspended concrete slabs. D. Floors and slabs on grade. E. Concrete foundation walls. F. Concrete reinforcement. G. Joint devices associated with concrete work. H. Miscellaneous concrete elements, including equipment pads, equipment pits, light pole bases, and flagpole bases. I. Concrete curing. 1.02 RELATED REQUIREMENTS A. Section 03 20 00 - Concrete Reinforcing. B. Section 03 35 40 - Sealed Concrete Floor Finishing C. Section 07 92 00 - Joint Sealants: Products and installation for sealants and joint fillers for saw cut joints and isolation joints in slabs. D. Section 07 95 13 - Expansion Joint Cover Assemblies. E. Section 31 31 16 - Termite Control: Field -applied termiticide and mildewcide for concrete surfaces. F. Appendix Section "Testing Requirements". 1.03 REFERENCE STANDARDS A. ACI CODE-318 - Building Code Requirements for Structural Concrete and Commentary; 2019 (Reapproved 2022). B. ACI PRC-211.1 - Selecting Proportions for Normal -Density and High Density -Concrete - Guide; 2022. C. ACI PRC-223 - Shrinkage -Compensating Concrete - Guide; 2021. D. ACI PRC-302.1 - Guide to Concrete Floor and Slab Construction; 2015. CAST -IN -PLACE CONCRETE 25069 - City of Corpus Christi Detention Center 033000-1 July 31, 2025 E. ACI PRC-304 - Guide for Measuring, Mixing, Transporting, and Placing Concrete; 2000 (Reapproved 2009). F. ACI PRC-305 - Guide to Hot Weather Concreting; 2020. G. ACI PRC-306 - Guide to Cold Weather Concreting; 2016. H. ACI PRC-308 - Guide to External Curing of Concrete; 2016. I. ACI PRC-347 - Guide to Formwork for Concrete; 2014 (Reapproved 2021). J. ACI SPEC-117 - Specification for Tolerances for Concrete Construction and Materials; 2010 (Reapproved 2015). K. ACI SPEC-301 - Specifications for Concrete Construction; 2020. L. ASTM C33/C33M - Standard Specification for Concrete Aggregates; 2023. M. ASTM C39/C39M - Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; 2023. N. ASTM C94/C94M - Standard Specification for Ready -Mixed Concrete; 2024. O. ASTM C109/C109M - Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 50 mm [2 in.] Cube Specimens); 2023. P. ASTM C143/C143M - Standard Test Method for Slump of Hydraulic -Cement Concrete; 2020. Q. ASTM C150/C150M - Standard Specification for Portland Cement; 2022. R. ASTM C171 - Standard Specification for Sheet Materials for Curing Concrete; 2020. S. ASTM C173/C173M - Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method; 2023. T. ASTM C260/C260M - Standard Specification for Air -Entraining Admixtures for Concrete; 2010a (Reapproved 2016). U. ASTM C309 - Standard Specification for Liquid Membrane -Forming Compounds for Curing Concrete; 2019. V. ASTM C330/C330M - Standard Specification for Lightweight Aggregates for Structural Concrete; 2023. W. ASTM C494/C494M - Standard Specification for Chemical Admixtures for Concrete; 2019, with Editorial Revision (2022). X. ASTM C579 - Standard Test Methods for Compressive Strength of Chemical -Resistant Mortars, Grouts, Monolithic Surfacings, and Polymer Concretes; 2023. Y. ASTM C618 - Standard Specification for Coal Ash and Raw or Calcined Natural Pozzolan for Use in Concrete; 2023, with Editorial Revision. Z. ASTM C827/C827M - Standard Test Method for Change in Height at Early Ages of Cylindrical Specimens of Cementitious Mixtures; 2023. AA. ASTM C845/C845M - Standard Specification for Expansive Hydraulic Cement; 2018. CAST -IN -PLACE CONCRETE 25069 - City of Corpus Christi Detention Center 033000-2 July 31, 2025 BB. ASTM C881/C881M - Standard Specification for Epoxy -Resin -Base Bonding Systems for Concrete; 2020a. CC. ASTM C979/C979M - Standard Specification for Pigments for Integrally Colored Concrete; 2016. DD. ASTM C989/C989M - Standard Specification for Slag Cement for Use in Concrete and Mortars; 2024. EE. ASTM C1059/C1059M - Standard Specification for Latex Agents for Bonding Fresh to Hardened Concrete; 2021. FF. ASTM C1107/C1107M - Standard Specification for Packaged Dry, Hydraulic -Cement Grout (Nonshrink); 2020. GG. ASTM C1202 - Standard Test Method for Electrical Indication of Concrete's Ability to Resist Chloride Ion Penetration; 2019. HH. ASTM C1240 - Standard Specification for Silica Fume Used in Cementitious Mixtures; 2020. II. ASTM C1315 - Standard Specification for Liquid Membrane -Forming Compounds Having Special Properties for Curing and Sealing Concrete; 2019. JJ. ASTM C1582/C1582M - Standard Specification for Admixtures to Inhibit Chloride -Induced Corrosion of Reinforcing Steel in Concrete; 2011, with Editorial Revision (2017). KK. ASTM C1602/C1602M - Standard Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete; 2022. LL. ASTM D471 - Standard Test Method for Rubber Property --Effect of Liquids; 2016a (Reapproved 2021). MM. ASTM D695 - Standard Test Method for Compressive Properties of Rigid Plastics; 2023. NN. ASTM E1745 - Standard Specification for Plastic Water Vapor Retarders Used in Contact with Soil or Granular Fill under Concrete Slabs; 2017 (Reapproved 2023). 00. COE CRD-C 48 - Handbook for Concrete and Cement Standard Test Method for Water Permeability of Concrete; 1992. PP. ICRI 310.2R - Selecting and Specifying Concrete Surface Preparation for Sealers, Coatings, Polymer Overlays, and Concrete Repair; 2013. 1.04 SUBMITTALS A. Product Data: Submit manufacturers' data on manufactured products showing compliance with specified requirements and installation instructions. 1. For curing compounds, provide data on method of removal in the event of incompatibility with floor covering adhesives. 2. For chemical -resistant waterstops, provide data on ASTM D471 test results. 3. For membrane -forming, moisture emission -reducing, curing and sealing compound, provide manufacturer's installation instructions. CAST -IN -PLACE CONCRETE 25069 - City of Corpus Christi Detention Center 033000-3 July 31, 2025 B. Mix Design: Submit proposed concrete mix design. 1. Indicate proposed mix design complies with requirements of ACI SPEC-301, Section 4 - Concrete Mixtures. 2. Indicate proposed mix design complies with requirements of ACI CODE-318, Chapter 5 - Concrete Quality, Mixing and Placing. C. Samples for Pigment Color Selection: Submit manufacturer's complete sample chip set, including pigment number and required dosage rate for each color. D. Verification Samples: Submit sample chips of specified colors indicating pigment numbers and required dosage rates, for subsequent comparison to installed concrete. E. Samples: Submit samples of underslab vapor retarder to be used. F. Test Reports: Submit report for each test or series of tests specified. G. Test Reports: Submit termite -resistant sheet manufacturer's summary of independent laboratory and field testing for effectiveness in subterranean termite exclusion. H. Manufacturer's Installation Instructions: For concrete accessories, indicate installation procedures and interface required with adjacent construction. I. Sustainable Design Submittal: If any fly ash, ground granulated blast furnace slag, silica fume, rice hull ash, or other waste material is used in mix designs to replace Portland cement, submit the total volume of concrete cast in place, mix design(s) used showing the quantity of portland cement replaced, reports showing successful cylinder testing, and temperature on day of pour if cold weather mix is used. J. Project Record Documents: Accurately record actual locations of embedded utilities and components that will be concealed from view upon completion of concrete work. K. Warranty: Submit manufacturer warranty and ensure forms have been completed in Owner's name and registered with manufacturer. 1.05 QUALITY ASSURANCE A. Perform work of this section in accordance with ACI SPEC-301 and ACI CODE-318. 1. Maintain one copy of each document on site. B. Follow recommendations of ACI PRC-305 when concreting during hot weather. C. Follow recommendations of ACI PRC-306 when concreting during cold weather. D. For slabs indicated to receive membrane -forming, moisture emission -reducing, curing and sealing compound, do not proceed with application unless manufacturer's representative is present for every day of placement. CAST -IN -PLACE CONCRETE 25069 - City of Corpus Christi Detention Center 033000-4 July 31, 2025 1.06 WARRANTY A. Moisture Emission -Reducing Curing and Sealing Compound, Membrane -Forming: Provide warranty to cover cost of flooring delamination failures for 10 years. 1. Include cost of repair or removal of failed flooring, remediation with a moisture vapor impermeable surface coating, and replacement of flooring with comparable flooring system. B. Moisture Emission -Reducing Curing and Sealing Compound, Penetrating: Provide non -prorated warranty to cover cost of flooring delamination failures for 20 years. 1. Include cost of repair or removal of failed flooring, remediation with a moisture vapor impermeable surface coating, and replacement of flooring with comparable flooring system. PART 2 - PRODUCTS 2.01 FORMWORK A. Formwork Design and Construction: Comply with guidelines of ACI PRC-347 to provide formwork that will produce concrete complying with tolerances of ACI SPEC-117. B. Form Materials: Contractor's choice of standard products with sufficient strength to withstand hydrostatic head without distortion in excess of permitted tolerances. 1. Form Facing for Exposed Finish Concrete: Contractor's choice of materials that will provide smooth, stain -free final appearance. 2. Form Facing for Exposed Finish Concrete: Steel. 3. Earth Cuts: Do not use earth cuts as forms for vertical surfaces. Natural rock formations that maintain a stable vertical edge may be used as side forms. 4. Form Coating: Release agent that will not adversely affect concrete or interfere with application of coatings. 5. Form Ties: Cone snap Taper removable bolt type that will leave no metal within 1-1/2 inches (38 mm) of concrete surface. 2.02 REINFORCEMENT MATERIALS A. Comply with requirements of Section 03 20 00. 2.03 CONCRETE MATERIALS A. Cement: ASTM C150/C150M, Type IA - Air Entraining Portland type. 1. Acquire cement for entire project from same source. B. Blended, Expansive Hydraulic Cement: ASTM C845/C845M, Type K, Type M, or Type S. CAST -IN -PLACE CONCRETE 25069 - City of Corpus Christi Detention Center 033000-5 July 31, 2025 1. Products: a. Euclid Chemical Company; EUCON MSA: www.euclidchemical.com/#sle. b. Substitutions: See Section 01 60 00 - Product Requirements. C. Fine and Coarse Aggregates: ASTM C33/C33M. 1. Acquire aggregates for entire project from same source. D. Lightweight Aggregate: ASTM C330/C330M. E. Fly Ash: ASTM C618, Class C or F. F. Calcined Pozzolan: ASTM C618, Class N. G. Ground Granulated Blast Furnace Slag: ASTM C989/C989M. H. Silica Fume: ASTM C1240, proportioned in accordance with ACI PRC-211.1. I. Water: ASTM C1602/C1602M; clean, potable, and not detrimental to concrete. 2.04 ADMIXTURES A. Do not use chemicals that will result in soluble chloride ions in excess of 0.1 percent by weight of cement. B. Air Entrainment Admixture: ASTM C260/C260M. C. High Range Water Reducing Admixture: ASTM C494/C494M Type F. 1. Products: a. Euclid Chemical Company; PLASTOL 6420: www.euclidchemical.com/#sle. b. Master Builders Solutions, MasterGlenium Series: www.master-builders- solutions.com/en-us/#sle. c. Substitutions: See Section 01 60 00 - Product Requirements. D. Water Reducing and Accelerating Admixture: ASTM C494/C494M Type E. 1. Products: a. Euclid Chemical Company; ACCELGUARD 80: www.euclidchemical.com/#sle. b. Master Builders Solutions; MasterSet AC FP 20: www.master-builders- solutions.com/en-us/#sle. c. Substitutions: See Section 01 60 00 - Product Requirements. E. Water Reducing and Retarding Admixture: ASTM C494/C494M Type D. 1. Provide pigmented type, with ASTM C979/C979M inorganic pigments. 2. Products: a. Master Builders Solutions; MasterSet DELVO: www.master-builders- solutions.com/en-us/#sle. CAST -IN -PLACE CONCRETE 25069 - City of Corpus Christi Detention Center 033000-6 July 31, 2025 b. Substitutions: See Section 01 60 00 - Product Requirements. F. Accelerating Admixture: ASTM C494/C494M Type C. 1. Products: a. Master Builders Solutions; MasterSet AC 534: www.master-builders- solutions.com/en-us/#sle. b. W. R. Meadows, Inc; Hydraset: www.wrmeadows.com/#sle. c. Substitutions: See Section 01 60 00 - Product Requirements. G. Retarding Admixture: ASTM C494/C494M Type B. H. Water Reducing Admixture: ASTM C494/C494M Type A. 1. Products: a. Euclid Chemical Company; EUCON NW: www.euclidchemical.com/#sle. b. Specialty Products Group; Vapor Lock 40/41: www.spggogreen.com/#sle. c. Master Builders Solutions; MasterEase 5000: www.master-builders- solutions.com/en-us/#sle. d. Master Builders Solutions; MasterPolyheed Series: www.master-builders- solutions.com/en-us/#sle. e. Master Builders Solutions; MasterPozzolith Series: www.master-builders- solutions.com/en-us/#sle. f. Master Builders Solutions; Master X-Seed 66: www.master-builders- solutions.com/en-us/#sle. g• Substitutions: See Section 01 60 00 - Product Requirements. I. Alkali -Silica Reaction Inhibiting Admixture: For on -site production of concrete with Type S cement in accordance with ASTM C494/C494M. 1. Products: a. Master Builders Solutions; MasterLife ASR 30: www.master-builders- solutions.com/en-us/#sle. b. Substitutions: See Section 01 60 00 - Product Requirements. J. Strength -Enhancing Admixture: For on -site production of concrete with Type S cement in accordance with ASTM C494/C494M. 1. Products: a. Master Builders Solutions; Master X-Seed Series: www.master-builders- solutions.com/en-us/#sle. b. Substitutions: See Section 01 60 00 - Product Requirements. CAST -IN -PLACE CONCRETE 25069 - City of Corpus Christi Detention Center 033000-7 July 31, 2025 K. Workability -Retaining Admixture: For on -site production of concrete with Type S cement in accordance with ASTM C494/C494M. 1. Products: a. Master Builders Solutions; MasterSure Z 60: www.master-builders-solutions.com/en- us/#sle. b. Substitutions: See Section 01 60 00 - Product Requirements. L. Shrinkage Reducing Admixture: For on -site production of concrete with Type S cement in accordance with ASTM C494/C494M. 1. Products: a. Euclid Chemical Company; Eucon SRA Floor: www.euclidchemical.com/#sle. b. Euclid Chemical Company; Eucon SRA-XT: www.euclidchemical.com/#sle. c. GCP Applied Technologies; Eclipse Floor 200: www.gcpat.com/#sle. d. GCP Applied Technologies; Eclipse 4500: www.gcpat.com/#sle. e. Master Builders Solutions; MasterLife CRA Series: www.master-builders- solutions.com/en-us/#sle. f. Master Builders Solutions; MasterLife SRA Series: www.master-builders- solutions.com/en-us/#sle. g• Substitutions: See Section 00 07 00 - Product Requirements. M. Shrinkage Reducing Admixture: N. Shrinkage Compensating Admixture: For on site production of concrete with ASTM C845/C845M, Type K, Type M, or Type S cement. 1. Products: a. CTS Cement Manufacturing Corporation; Komponent: www.ctscement.com/#sle. b. Substitutions: See Section 01 60 00 - Product Requirements. O. Corrosion Inhibiting Admixture: 1. ASTM C494/C494M, Type C. 2. ASTM C1582/C1582M. 3. Products: a. Euclid Chemical Company; EUCON CIA: www.euclidchemical.com/#sle. b. Substitutions: See Division 01 Sections for Product Requirements. 2.05 ACCESSORY MATERIALS A. Underslab Vapor Retarder: CAST -IN -PLACE CONCRETE 25069 - City of Corpus Christi Detention Center 033000-8 July 31, 2025 1. Sheet Material: ASTM E1745, Class A; stated by manufacturer as suitable for installation in contact with soil or granular fill under concrete slabs. Single -ply polyethylene is prohibited. 2. Accessory Products: Vapor retarder manufacturer's recommended tape, adhesive, mastic, prefabricated boots, etc., for sealing seams and penetrations. 3. Products: a. Henry Company; Moistop Ultra 15: www.henry.com/#sle. b. Inteplast Group; Barrier-Bac VB-350: www.barrierbac.com/#sle. c. ISI Building Products; Viper VaporCheck II 15-mil (Class A): www.isibp.com/#sle. d. Poly -America; Husky Yellow Guard Class A 15-mil Vapor Barrier: www.yellowguard.com/#sle. e. Stego Industries, LLC; 15 mil: www.stegoindustries.com/#sle. f. Tex-Trude, LP; Xtreme Vapor Barrier (15-mil): www.tex-trude.com/#sle. g. W. R. Meadows, Inc; PERMINATOR Class A - 15 mils (0.38 mm): www.wrmeadows.com/#sle. h. Substitutions: See Section 01 60 00 - Product Requirements. B. Non -Shrink Cementitious Grout: Premixed compound consisting of nonmetallic aggregate, cement, water reducing and plasticizing agents. 1. Grout: Comply with ASTM C1107/C1107M. 2. Height Change, Plastic State; when tested in accordance with ASTM C827/C827M: a. Maximum: Plus 4 percent. b. Minimum: Plus 1 percent. 3. Minimum Compressive Strength at 48 Hours, ASTM C109/C109M: 2,000 pounds per square inch (13.7 MPa). 4. Minimum Compressive Strength at 28 Days, ASTM C109/C109M: 7,000 pounds per square inch (48 MPa). 5. Products containing aluminum powder are not permitted. 6. Flowable Products: a. Euclid Chemical Company; NS GROUT: www.euclidchemical.com/#sle. b. W. R. Meadows, Inc; CG-86: www.wrmeadows.com/#sle. c. Substitutions: See Section 01 60 00 - Product Requirements. 7. Low -Slump, Dry Pack Products: a. Euclid Chemical Company; DRY PACK GROUT: www.euclidchemical.com/#sle. b. Five Star Products, Inc; Five Star Grout: www.fivestarproducts.com/#sle. CAST -IN -PLACE CONCRETE 25069 - City of Corpus Christi Detention Center 033000-9 July 31, 2025 c. SpecChem, LLC; SC Multipurpose Grout: www.specchemllc.com/#sle. d. Substitutions: See Section 01 60 00 - Product Requirements. C. Non -Shrink Epoxy Grout: Moisture -insensitive, two-part; consisting of epoxy resin, nonmetallic aggregate, and activator. 1. Composition: High solids content material exhibiting positive expansion when tested in accordance with ASTM C827/C827M. a. Maximum Height Change: Plus 4 percent. b. Minimum Height Change: Plus 1 percent. 2. Minimum Compressive Strength at 7 days, ASTM C579: 12,000 pounds per square inch (82.7 MPa). 3. Minimum Compressive Strength at 7 days, ASTM D695: 12,000 pounds per square inch (82.7 MPa). 4. Products: a. Adhesives Technology Corporation; ACCU-GROUT: www.atcepoxy.com/#sle. b. Kaufman Products Inc; K Pro HP Grout: www.kaufmanproducts.net/#sle. c. LATICRETE International, Inc; EPOGROUT 758: www.laticrete.com/#sle. d. Substitutions: See Section 01 60 00 - Product Requirements. 2.06 BONDING AND JOINTING PRODUCTS A. Latex Bonding Agent: Non-redispersable acrylic latex, complying with ASTM C1059/C1059M, Type II. 1. Products: a. Euclid Chemical Company; AI<I<RO-7T: www.euclidchemical.com/#sle. b. Kaufman Products Inc; SureBond: www.kaufmanproducts.net/#sle. c. Kaufman Products Inc; SureWeld: www.kaufmanproducts.net/#sle. d. SpecChem, LLC; Strong Bond Acrylic Bonder: www.specchemllc.com/#sle. e. W. R. Meadows, Inc; ACRY-LOK: www.wrmeadows.com/#sle. f. Substitutions: See Section 01 60 00 - Product Requirements. B. Epoxy Bonding System: 1. Complying with ASTM C881/C881M and of Type required for specific application. 2. Products: a. Adhesives Technology Corporation; CRACKBOND 2100 MV: www.atcepoxy.com/#sle. CAST -IN -PLACE CONCRETE 25069 - City of Corpus Christi Detention Center 033000-10 July 31, 2025 b. CTS Cement Manufacturing Corporation; Ultra -Fast Anchoring Adhesive: www.CTScement.com/#sle. c. CTS Cement Manufacturing Corporation; Fast Anchoring and Repair Adhesive: www.CTScement.com/#sle. d. Euclid Chemical Company; DURAL FAST SET LV: www.euclidchemical.com/#sle. e. Euclid Chemical Company; DURALFLEX GEL: www.euclidchemical.com/#sle. f. Euclid Chemical Company; DURALFLEX LV: www.euclidchemical.com/#sle. g. Euclid Chemical Company; DURAL 452 GEL, DURAL 452 LV, or DURAL 452 MV: www.euclidchemical.com/#sle. h. Dayton Superior Corporation: www.daytonsuperior.com/#sle. i. Kaufman Products Inc; SurePoxy HM EPL: www.kaufmanproducts.net/#sle. j. Kaufman Products Inc; SurePoxy HM Class B: www.kaufmanproducts.net/#sle. k. Mapei Corporation; Planibond AE: www.mapei.com/#sle. I. Mapei Corporation; Planibond 3C: www.mapei.com/#sle. m. Pecora; Dynapoxy Healer/Sealer: www.pecora.com/#sle. n. Pecora; Dynapoxy Low -Mod Epoxy: www.pecora.com/#sle. o. SpecChem, LLC; SpecPoxy 1000, SpecPoxy 2000, SpecPoxy 3000, or SpecPoxy 3000FS: www.specchemllc.com/#sle. p. W. R. Meadows, Inc; Rezi-Weld Gel Paste, Rezi-Weld Gel Paste State, Rezi-Weld 1000: www.wrmeadows.com/#sle. q. Substitutions: See Section 01 60 00 - Product Requirements. C. Acetate Bonding Agent: Non-redispersable polyvinyl acetate. 1. Products: a. Larsen Products Corp; Weldcrete: www.larsenproducts.com/#sle. b. Substitutions: See Section 01 60 00 - Product Requirements. D. Slab Isolation Joint Filler: 1/2-inch (13 mm) thick, height equal to slab thickness, with removable top section forming 1/2-inch (13 mm) deep sealant pocket after removal. E. Slab Contraction Joint Device: Preformed linear strip intended for pressing into wet concrete to provide straight route for shrinkage cracking. F. Slab Construction Joint Devices: Combination keyed joint form and screed, galvanized steel, with round knockout holes for conduit or rebar to pass through joint form at 6 inches (150 mm) on center; ribbed steel stakes for setting. 1. Provide removable plastic cap strip that forms wedge-shaped joint for sealant installation. 2. Height: To suit slab thickness. CAST -IN -PLACE CONCRETE 25069 - City of Corpus Christi Detention Center 033000-11 July 31, 2025 3. Manufacturers: a. BoMetals, Inc; : www.bometals.com/#sle. G. Dowel Sleeves: Plastic sleeve for smooth, round, steel load -transfer dowels. 1. Manufacturers: a. BoMetals, Inc; QuicDowel: www.bometals.com/#sle. b. Substitutions: See Section 01 60 00 - Product Requirements. H. Plate Dowel System: Steel plate dowel and plastic dowel sleeve; with integral fasteners for attachment to formwork. 1. Manufacturers: a. BoMetals, Inc; : www.bometals.com/#sle. b. Substitutions: See Section 01 60 00 - Product Requirements. 2.07 CURING MATERIALS A. Evaporation Reducer: Liquid thin -film -forming compound that reduces rapid moisture loss caused by high temperature, low humidity, and high winds; intended for application immediately after concrete placement. 1. Products: a. Dayton Superior Corporation: www.daytonsuperior.com/#sle. b. Euclid Chemical Company ; EUCOBAR: www.euclidchemical.com/#sle. c. Kaufman Products Inc; VaporAid: www.kaufmanproducts.net/#sle. d. Master Builders Solutions; MasterKure ER 50: www.master-builders- solutions.com/en-us/#sle. e. Nox-Crete Inc; Monofilm: www.nox-crete.com/#sle. f. SpecChem, LLC; SpecFilm Concentrate or SpecFilm: www.specchemllc.com/#sle. g. W. R. Meadows, Inc; Evapre or Evapre-RTU: www.wrmeadows.com/#sle. h. Substitutions: See Section 01 60 00 - Product Requirements. B. Curing Compound, Naturally Dissipating: Clear, water -based, liquid membrane -forming compound; complying with ASTM C309. 1. Products: a. Dayton Superior Corporation; : www.daytonsuperior.com/#sle. b. Euclid Chemical Company; COLOR-CRETE CURE AND SEAL VOC: www.euclidchemical.com/#sle. c. Kaufman Products Inc; Thinfilm 420 Resin Base: www.kaufmanproducts.net/#sle. CAST -IN -PLACE CONCRETE 25069 - City of Corpus Christi Detention Center 033000-12 July 31, 2025 d. Mapei Corporation; Mapecure DR: www.mapei.com/#sle. e. Nox-Crete Inc; Res -Cure DH 100: www.nox-crete.com/#sle. f. Sinak Corporation; Cure3D: www.sinak.com/#sle. g. SpecChem, LLC; SpecRez: www.specchemllc.com/#sle. h. US Spec, an Oldcastle brand; Maxcure Wax White: www.usspec.com/#sle. i. W. R. Meadows, Inc; 1100: www.wrmeadows.com/#sle. j. Substitutions: See Section 01 60 00 - Product Requirements. C. Curing Agent, Water -Cure Equivalent Type: Clear, water -based, non -film -forming, liquid -water cure replacement agent. 1. Comply with ASTM C309 standards for water retention. 2. Compressive Strength of Treated Concrete: Equal to or greater than strength after 14-day water cure when tested in accordance with ASTM C39/C39M. 3. VOC Content: Zero. 4. Products: a. Sinak Corporation; LithiumCure 1000: www.sinak.com/#sle. b. Sinak Corporation; LithiumCure 2000: www.sinak.com/#sle. c. LATICRETE International, Inc; L&M CURE: www.laticrete.com/#sle. d. Substitutions: See Section 01 60 00 - Product Requirements. D. Curing and Anti-Spalling Compound: Boiled linseed oil compound. 1. Application: Use on roadway, bridge deck, parking deck, and ramps. 2. Products: a. Dayton Superior Corporation: www.daytonsuperior.com/#sle. b. Euclid Chemical Company; LINSEED OIL TREATMENT: www.euclidchemical.com/#sle. c. W. R. Meadows, Inc; Lin -Seal, Lin -Seal Emulsion, or Lin -Seal White: www.wrmeadows.com/#sle. d. Substitutions: See Section 01 60 00 - Product Requirements. E. Wax Curing Compound: Water -based liquid, white pigmented, membrane -forming. 1. Products: a. Dayton Superior Corporation: www.daytonsuperior.com/#sle. b. Euclid Chemical Company; KUREZ VOX WHITE PIGMENTED: www.euclidchemical.com/#sle. c. Kaufman Products Inc; Thinfilm 445 Wax Base: www.kaufmanproducts.net/#sle. CAST -IN -PLACE CONCRETE 25069 - City of Corpus Christi Detention Center 033000-13 July 31, 2025 d. Substitutions: See Section 01 60 00 - Product Requirements. F. Resin Curing Compound: Solvent -based liquid, white pigmented, membrane -forming. 1. For use on exterior slabs. When slab will be painted, sealed, topped, or receive other applied finish, completely remove curing compound after curing is complete and before finish coatings are applied. 2. Comply with ASTM C309, Type 2, Classes A and B. 3. VOC Content: Less than 350 g/L. 4. Solids Content: 20 percent, minimum. 5. Products: a. Dayton Superior Corporation: www.daytonsuperior.com/#sle. b. Euclid Chemical Company; KUREZ VOX WHITE PIGMENTED: www.euclidchemical.com/#sle. c. Euclid Chemical Company: KUREZ DR-100: www.euclidchemical.com/#sle. d. Euclid Chemical Company: KUREZ DR -VOX: www.euclidchemical.com/#sle. e. Kaufman Products Inc; Thinfilm 450 Resin Base: www.kaufmanproducts.net/#sle. f. Substitutions: See Section 01 60 00 - Product Requirements. G. Low -Solids, Non -Membrane -Forming, Silicate Curing Compound: Water -based, reactive silicate liquid. 1. Products: a. Nox-Crete Inc; Bro-Cure: www.nox-crete.com/#sle. b. Substitutions: See Section 01 60 00 - Product Requirements. H. Curing and Sealing Compound, Moisture Emission -Reducing, Membrane -Forming: Clear, liquid sealer for application to newly -placed concrete; capable of providing adequate bond for flooring adhesives, initially and over the long term; with sufficient moisture vapor impermeability to prevent deterioration of flooring adhesives due to moisture emission. 1. Use this product to cure and seal all slabs to receive adhesively applied flooring or roofing. 2. Comply with ASTM C309 and ASTM C1315 Type I Class A. 3. VOC Content: Less than 100 g/L. 4. Solids Content: 25 percent, minimum. 5. Products: a. Floor Seal Technology, Inc; VaporSeal 309: www.floorseal.com/#sle. b. Forta Corporation: www.forta-ferro.com/#sle. c. Substitutions: See Section 01 60 00 - Product Requirements. CAST -IN -PLACE CONCRETE 25069 - City of Corpus Christi Detention Center 033000-14 July 31, 2025 I. Curing and Sealing Compound, Moisture Emission -Reducing, Penetrating: Clear, water -based, non -film -forming curing agent; capable of providing adequate bond for flooring adhesives, initially and over the long term; with sufficient moisture vapor impermeability to prevent deterioration of flooring adhesives due to moisture emission, moisture vapor emission, and alkalinity. 1. Use this product to cure and seal all slabs to receive adhesively applied flooring or roofing. 2. Compressive Strength of Treated Concrete: Equal to or greater than strength after 28-day water cure when tested according to ASTM C39/C39M. 3. Chloride Ion Resistance of Treated Concrete: Equal to or greater than strength after 28- day water cure when tested according to ASTM C1202. 4. Comply with ASTM C309 and ASTM C1315 Type I Class A. 5. VOC Content: Zero. 6. UL GREENGUARD Gold certified. 7. Products: a. Sinak Corporation; VC5: www.sinak.com/#sle. b. Substitutions: See Section 01 60 00 - Product Requirements. J. Curing and Densifying Compound, Membrane -Forming: Lithium polysilicate-based, clear, liquid densifier for application to newly -placed concrete. 1. Comply with ASTM C309. 2. VOC Content: Less than 50 g/L. 3. Solids Content: 25 percent, minimum. 4. Products: a. Adhesives Technology Corporation; CONVERGENT Pentra-Cure (MH): www.atcepoxy.com/#sle. b. Green Umbrella Architectural Concrete Systems; SoloCure: www.greenumbrellasystems.com/#sle. c. Substitutions: See Section 01 60 00 - Product Requirements. K. Curing Compound, Non -Dissipating: Liquid, membrane -forming, clear, nonyellowing acrylic; complying with ASTM C309. 1. Vehicle: Water -based. 2. Gloss: Low. 3. VOC Content: OTC compliant. 4. Products: a. Kaufman Products Inc; Krystal 15 Emulsion: www.kaufmanproducts.net/#sle. CAST -IN -PLACE CONCRETE 25069 - City of Corpus Christi Detention Center 033000-15 July 31, 2025 b. LATICRETE International, Inc; Dress & Seal WB: www.laticrete.com/#sle. c. SpecChem, LLC; Cure and Seal WB: www.specchemllc.com/#sle. d. SpecChem, LLC; Cure and Seal WB 25: www.specchemllc.com/#sle. e. United Gilsonite Laboratories; DRYLOI< Natural Look Sealer: www.ugl.com/#sle. f. W. R. Meadows, Inc; PENCURE OTC: www.wrmeadows.com/#sle. g. W. R. Meadows, Inc; VOCOMP-20: www.wrmeadows.com/#sle. h. Substitutions: See Section 01 60 00 - Product Requirements. L. Curing and Sealing Compound, Low Gloss: Liquid, membrane -forming, clear, non -yellowing acrylic; complying with ASTM C1315 Type 1 Class A. 1. Vehicle: Water -based. 2. VOC Content: OTC compliant. 3. Products: a. Clemons Concrete Coatings: www.clemonsconcretecoatings.com/#sle. b. Concrete Sealers USA: www.concretesealersusa.com/#sle. c. Dayton Superior Corporation: www.daytonsuperior.com/#sle. d. Euclid Chemical Company; DIAMOND CLEAR VOX: www.euclidchemical.com/#sle. e. Substitutions: See Section 01 60 00 - Product Requirements. M. Curing and Sealing Compound, High Gloss: Liquid, membrane -forming, clear, nonyellowing acrylic; complying with ASTM C1315 Type 1 Class A. 1. Vehicle: Solvent -based. 2. Solids by Mass: 25 percent, minimum. 3. VOC Content: Ozone Transport Commission (OTC) compliant. 4. Products: a. BRICKFORM; BRICKFORM Gem Cure and Seal 1315 - 350 VOC: www.brickform.com/#sle. b. BRICKFORM: BRICKFORM Gem Cure and Seal 1315 - 650 VOC: www.brickform.com/#sle. c. Concrete Sealers USA: www.concretesealersusa.com/#sle. d. Kaufman Products Inc; Krystal 25 OTC, or Krystal 25 Emulsion: www.kaufmanproducts.net/#sle. e. Kaufman Products Inc; Krystal 30 OTC, or Krystal 30 Emulsion: www.kaufmanproducts.net/#sle. f. LATICRETE International, Inc; LUMISEAL FX: www.laticrete.com/#sle. CAST -IN -PLACE CONCRETE 25069 - City of Corpus Christi Detention Center 033000-16 July 31, 2025 g. Mapei Corporation; Mapecure UV WB: www.mapei.com/#sle. h. Nox-Crete Inc; Cure & Seal 1315A: www.nox-crete.com/#sle. i. W. R. Meadows, Inc; Decra-Seal Natural: www.wrmeadows.com/#sle. j. W. R. Meadows, Inc; Decra-Seal OTC: www.wrmeadows.com/#sle. k. W. R. Meadows, Inc; Decra-Seal W/B: www.wrmeadows.com/#sle. I. Substitutions: See Section 01 60 00 - Product Requirements. N. Curing Agent, Densifier, and Trowelling Aid: Penetrating, moisture -retaining, densifying, and workability -extending system spray -applied to wet concrete and floated or troweled into the surface. 1. Product: a. Green Umbrella Architectural Concrete Systems: Greenlce Curing System: www.greenumbrellasystems.com/#sle. b. Substitutions: See Section 01 60 00 - Product Requirements. O. Moisture -Retaining Sheet: ASTM C171. 1. Curing paper, regular. 2. Polyethylene film, clear, minimum nominal thickness of 4 mil, 0.004 inch (0.102 mm). 3. White -burlap -polyethylene sheet, weighing not less than 3.8 ounces per square yard (1.71 kg/sq m). 2.08 CONCRETE MIX DESIGN A. Proportioning Normal Weight Concrete: Comply with ACI PRC-211.1 recommendations. 1. Replace as much Portland cement as possible with fly ash, ground granulated blast furnace slag, silica fume, or rice hull ash as is consistent with ACI recommendations. B. Concrete Strength: Establish required average strength for each type of concrete on the basis of field experience or trial mixtures, as specified in ACI SPEC-301. 1. For trial mixtures method, employ independent testing agency acceptable to Architect for preparing and reporting proposed mix designs. C. Admixtures: Add acceptable admixtures as recommended in ACI PRC-211.1 and at rates recommended or required by manufacturer. D. Normal Weight Concrete: 1. Compressive Strength, when tested in accordance with ASTM C39/C39M at 28 days: As indicated on drawings. 2. Fly Ash Content: Maximum 15 percent of cementitious materials by weight. 3. Calcined Pozzolan Content: Maximum 10 percent of cementitious materials by weight. CAST -IN -PLACE CONCRETE 25069 - City of Corpus Christi Detention Center 033000-17 July 31, 2025 4. Silica Fume Content: Maximum 5 percent of cementitious materials by weight. 5. Water -Cement Ratio: Maximum 40 percent by weight. 6. Total Air Content: 4 percent, determined in accordance with ASTM C173/C173M. 7. Maximum Slump: 3 inches (75 mm). 8. Maximum Aggregate Size: 3/4 inch (19 mm). 2.09 MIXING A. Transit Mixers: Comply with ASTM C94/C94M. B. Adding Water: If concrete arrives on -site with slump less than suitable for placement, do not add water that exceeds the maximum water -cement ratio or exceeds the maximum permissible slump. C. Do not use expansive component in same concrete batch with MVRA or PIA. D. Do not use shrinkage -reducing admixture (SRA) in same concrete batch with MVRA or PIA. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify lines, levels, and dimensions before proceeding with work of this section. 3.02 PREPARATION A. Formwork: Comply with requirements of ACI SPEC-301. Design and fabricate forms to support all applied loads until concrete is cured and for easy removal without damage to concrete. B. Verify that forms are clean and free of rust before applying release agent. C. Coordinate placement of embedded items with erection of concrete formwork and placement of form accessories. D. Prepare existing concrete surfaces to be repaired according to ICRI 310.2R. E. Where new concrete is to be bonded to previously placed concrete, prepare existing surface by cleaning and applying bonding agent in according to bonding agent manufacturer's instructions. 1. Use epoxy bonding system for bonding to damp surfaces, for structural load -bearing applications, and where curing under humid conditions is required. 2. Use latex bonding agent only for non -load -bearing applications. F. Where new concrete with integral waterproofing is to be bonded to previously placed concrete, prepare surfaces to be treated in accordance with waterproofing manufacturer's instructions. Saturate cold joint surface with clean water, and remove excess water before application of coat of waterproofing admixture slurry. Apply slurry coat uniformly with semi -stiff bristle brush at rate recommended by waterproofing manufacturer. CAST -IN -PLACE CONCRETE 25069 - City of Corpus Christi Detention Center 033000-18 July 31, 2025 G. In locations where new concrete is doweled to existing work, drill holes in existing concrete, insert steel dowels and pack solid with non -shrink grout. 3.03 INSTALLING REINFORCEMENT AND OTHER EMBEDDED ITEMS A. Comply with requirements of ACI SPEC-301. Clean reinforcement of loose rust and mill scale, and accurately position, support, and secure in place to achieve not less than minimum concrete coverage required for protection. B. Install flat welded wire reinforcement in maximum possible lengths, and offset end laps in both directions. Splice laps with tie wire. C. Verify that anchors, seats, plates, reinforcement and other items to be cast into concrete are accurately placed, positioned securely, and will not interfere with concrete placement. 3.04 PLACING CONCRETE A. Place concrete in accordance with ACI PRC-304. B. Place concrete for floor slabs in accordance with ACI PRC-302.1. C. Place concrete with shrinkage -compensating expansive component in accordance with ACI PRC- 223. D. Notify Architect not less than 24 hours prior to commencement of placement operations. E. Maintain records of concrete placement. Record date, location, quantity, air temperature, and test samples taken. F. Ensure reinforcement, inserts, waterstops, embedded parts, and formed construction joint devices will not be disturbed during concrete placement. G. Place concrete continuously without construction (cold) joints wherever possible; where construction joints are necessary, before next placement prepare joint surface by removing laitance and exposing the sand and sound surface mortar, by sandblasting or high-pressure water jetting. H. Finish floors level and flat, unless otherwise indicated, within the tolerances specified below. 3.05 SLAB JOINTING A. Locate joints as indicated on drawings. B. Anchor joint fillers and devices to prevent movement during concrete placement. C. Isolation Joints: Use preformed joint filler with removable top section for joint sealant, total height equal to thickness of slab, set flush with top of slab. 1. Install wherever necessary to separate slab from other building members, including columns, walls, equipment foundations, footings, stairs, manholes, sumps, and drains. D. Load Transfer Construction and Contraction Joints: Install load transfer devices as indicated; saw cut joint at surface as indicated for contraction joints. CAST -IN -PLACE CONCRETE 25069 - City of Corpus Christi Detention Center 033000-19 July 31, 2025 E. Saw Cut Contraction Joints: Saw cut joints before concrete begins to cool, within 24 hours after placing; use 3/16 inch (5 mm) thick blade and cut at least 1 inch (25 mm) deep but not less than one quarter (1/4) the depth of the slab. F. Contraction Joint Devices: Use preformed joint device, with top set flush with top of slab. G. Construction Joints: Where not otherwise indicated, use metal combination screed and key form, with removable top section for joint sealant. 3.06 FLOOR FLATNESS AND LEVELNESS TOLERANCES A. An independent testing agency, as specified in Section 01 40 00, will inspect finished slabs for compliance with specified tolerances. B. Maximum Variation of Surface Flatness: C. Minimum F(F) Floor Flatness and F(L) Floor Levelness Values: 1. Exposed to View and Foot Traffic: F(F) of 20; F(L) of 15. 2. Under Raised Access Flooring: F(F) of 20; F(L) of 15. 3. Under Thick -Bed Tile: F(F) of 20; F(L) of 15. 4. Under Carpeting: F(F) of 25; F(L) of 20. 5. Under Thin Resilient Flooring and Thinset Tile: F(F) of 35; F(L) of 25, on -grade only. D. Correct defects by grinding or by removal and replacement of the defective work. Areas requiring corrective work will be identified. Re -measure corrected areas by the same process. 3.07 CONCRETE FINISHING A. Repair surface defects, including tie holes, immediately after removing formwork. B. Unexposed Form Finish: Rub down or chip off fins or other raised areas 1/4 inch (6 mm) or more in height. C. Exposed Form Finish: Rub down or chip off and smooth fins or other raised areas 1/4 inch (6 mm) or more in height. Provide finish as follows: 1. Smooth Rubbed Finish: Wet concrete and rub with carborundum brick or other abrasive, not more than 24 hours after form removal. 2. Grout Cleaned Finish: Wet areas to be cleaned and apply grout mixture by brush or spray; scrub immediately to remove excess grout. After drying, rub vigorously with clean burlap, and keep moist for 36 hours. 3. Cork Floated Finish: Immediately after form removal, apply grout with trowel or firm rubber float; compress grout with low -speed grinder, and apply final texture with cork float. D. Concrete Slabs: Finish to requirements of ACI PRC-302.1 and as follows: CAST -IN -PLACE CONCRETE 25069 - City of Corpus Christi Detention Center 03 30 00 - 20 July 31, 2025 1. Surfaces to Receive Thick Floor Coverings: "Wood float" as described in ACI PRC-302.1; thick floor coverings include quarry tile and ceramic tile with full bed setting system. 2. Surfaces to Receive Thin Floor Coverings: "Steel trowel" as described in ACI PRC-302.1; thin floor coverings include carpeting, resilient flooring, seamless flooring, resinous matrix terrazzo, thin set quarry tile, and thin set ceramic tile. 3. Decorative Exposed Surfaces: Trowel as described in ACI PRC-302.1; take measures necessary to avoid black -burnish marks; decorative exposed surfaces include surfaces to be stained or dyed, pigmented concrete, surfaces to receive liquid hardeners, surfaces to receive dry -shake hardeners, surfaces to be polished, and all other exposed slab surfaces. 4. Chemical Hardener: See Section 03 35 11. E. In areas with floor drains, maintain floor elevation at walls; pitch surfaces uniformly to drains at 1:100 nominal. 3.08 CURING AND PROTECTION A. Comply with requirements of ACI PRC-308. Immediately after placement, protect concrete from premature drying, excessively hot or cold temperatures, and mechanical injury. B. Maintain concrete with minimal moisture loss at relatively constant temperature for period necessary for hydration of cement and hardening of concrete. 1. Normal concrete: Not less than seven days. 2. High early strength concrete: Not less than four days. C. Formed Surfaces: Cure by moist curing with forms in place for full curing period. D. Surfaces Not in Contact with Forms: 1. Slabs and Floors To Receive Adhesive -Applied Flooring: Curing compounds and other surface coatings are usually considered unacceptable by flooring and adhesive manufacturers. If such materials must be used, either obtain the approval of the flooring and adhesive manufacturers prior to use or remove the surface coating after curing to flooring manufacturer's satisfaction. 2. Initial Curing: Start as soon as free water has disappeared and before surface is dry. Keep continuously moist for not less than three days by water ponding, water -saturated sand, water -fog spray, or saturated burlap. a. Ponding: Maintain 100 percent coverage of water over floor slab areas, continuously for 7 days. b. Spraying: Spray water over floor slab areas and maintain wet. c. Saturated Burlap: Saturate burlap -polyethylene and place burlap -side down over floor slab areas, lapping ends and sides; maintain in place. 3. Final Curing: Begin after initial curing but before surface is dry. CAST -IN -PLACE CONCRETE 25069 - City of Corpus Christi Detention Center 033000-21 July 31, 2025 a. Moisture -Retaining Sheet: Lap strips not less than 3 inches (75 mm) and seal with waterproof tape or adhesive; secure at edges. b. Curing Compound: Apply in two coats at right angles, using application rate recommended by manufacturer. 3.09 FIELD QUALITY CONTROL A. An independent testing agency will perform field quality control tests, as specified in Division 01 Specifications. B. Provide free access to concrete operations at project site and cooperate with appointed firm. C. Submit proposed mix design of each class of concrete to inspection and testing firm for review prior to commencement of concrete operations. D. Tests of concrete and concrete materials may be performed at any time to ensure compliance with specified requirements. E. Compressive Strength Tests: ASTM C39/C39M, for each test, mold and cure four concrete test cylinders. Obtain test samples for every 100 cubic yards (76 cu m) or less of each class of concrete placed. F. Take one additional test cylinder during cold weather concreting, cured on job site under same conditions as concrete it represents. G. Perform one slump test for each set of test cylinders taken, following procedures of ASTM C143/C143M. H. Slab Testing: Cooperate with manufacturer of specified moisture vapor reducing admixture (MVRA) to allow access for sampling and testing concrete for compliance with warranty requirements. I. Permeability Test: Test concrete with waterproofing admixture according to COE CRD-C 48. 3.10 DEFECTIVE CONCRETE A. Test Results: The testing agency shall report test results in writing to Architect and Contractor within 24 hours of test. B. Defective Concrete: Concrete not complying with required lines, details, dimensions, tolerances or specified requirements. C. Repair or replacement of defective concrete will be determined by the Architect. The cost of additional testing shall be borne by Contractor when defective concrete is identified. D. Do not patch, fill, touch-up, repair, or replace exposed concrete except upon express direction of Architect for each individual area. CAST -IN -PLACE CONCRETE 25069 - City of Corpus Christi Detention Center 03 30 00 - 22 July 31, 2025 3.11 PROTECTION A. Do not permit traffic over unprotected concrete floor surface until fully cured. END OF SECTION 03 30 00 CAST -IN -PLACE CONCRETE 25069 - City of Corpus Christi Detention Center 03 30 00 - 23 July 31, 2025 SECTION 03 31 11- CONCRETE STRUCTURES PART 1- GENERAL 1.01 DESCRIPTION A. This specification shall govern work required for the construction of structures involving the use of structural concrete as required to complete the project. 1.02 RELATED SECTIONS A. 03 11 13.11 CONCRETE FORMS B. 03 21 11 REINFORCING STEEL C. 03 35 11 CONCRETE FINISHING D. 03 39 11 CONCRETE CURING 1.03 REFERENCES The latest edition of the referenced item below shall be used. A. ACI 211, "Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete" B. ACI 302, "Recommended Practice for Concrete Floor and Slab Construction" C. ACI 304, "Recommended Practice for Measuring, Mixing, Transporting, and Placing Concrete" D. ACI 305, "Recommended Practice for Hot Weather Concreting" E. ACI 306, "Recommended Practice for Cold Weather Concreting" F. ACI 309, "Consolidation of Concrete" G. ACI 315, "Recommended Practice for Detailing Reinforced Concrete Systems" H. ACI 318, "Building Code Requirements for Structural Concrete" I. ACI 614, "Recommended Practice for Measuring, Mixing, Transporting, and Placing Concrete" J. ASTM C 150 — Specification for Portland Cement K. ASTM C 595 — Specification for Blended Hydraulic Cements L. ASTM C 845 — Specification for Expansive Hydraulic Cement M. ASTM C 1157 — Performance Specification for Hydraulic Cement N. ASTM D 994 — Standard Specification for Preformed Expansion Joint Filler for Concrete (Bituminous Type) O. ASTM D 1751— Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types) P. Texas Department of Transportation (TxDOT) Standard Specification for Construction and Maintenance of Highways, Streets, and Bridges Item 420, Concrete Structures Q. Texas Department of Transportation (TxDOT) Standard Specification for Construction and Maintenance of Highways, Streets, and Bridges Item 421, Hydraulic Cement Concrete R. Texas Department of Transportation (TxDOT) Departmental Material Specification DMS-4610, Fly Ash S. Texas Department of Transportation (TxDOT) Departmental Material Specification DMS-4640, Chemical Admixtures for Concrete CONCRETE STRUCTURES 25069 - City of Corpus Christi Detention Center 033111-1 July 31, 2025 T. Texas Department of Transportation (TxDOT) Departmental Material Specification DMS-6310, Joint Sealants and Fillers U. Texas Department of Transportation (TxDOT) Departmental Material Specification DMS-6160, Waterstops, Nylon Reinforced Neoprene Sheet, and Elastomeric Pads V. Texas Department of Transportation (TxDOT) Departmental Material Specification DMS-4650, Hydraulic Cement Concrete Curing Materials and Evaporation Retardants W. Texas Department of Transportation (TxDOT) Test Procedure Tex-100-E X. Texas Department of Transportation (TxDOT) Test Procedure Tex-203-F Y. Texas Department of Transportation (TxDOT) Test Procedure Tex-401-A Z. Texas Department of Transportation (TxDOT) Test Procedure Tex-410-A AA. Texas Department of Transportation (TxDOT) Test Procedure Tex-411-A BB. Texas Department of Transportation (TxDOT) Test Procedure Tex-413-A CC. Texas Department of Transportation (TxDOT) Test Procedure Tex-472-A DD. CRSI, "Reinforced Concrete — A Manual of Standard Practice" EE. National Ready Mixed Concrete Association (NRMCA) 1.04 SUBMITTALS A. Product Information 1. Clearly indicate within submittal that the product is in compliance with this and related Section(s). B. Complete concrete design data shall be submitted to the Owner for approval. C. All test results shall be sent to the Owner upon completion of test. 1.05 DEFINITIONS A. Retarding admixture - a material which, when added to a concrete mixture in the correct quantity, will retard the initial set of the concrete. B. Water -reducing admixture — a material which, when added to a concrete mixture in the correct quantity, will reduce the quantity of mixing water required to produce concrete of a given consistency. PART 2 - PRODUCTS 2.01 GENERAL A. Any testing required for approval of use of a product is the responsibility of the Contractor. 2.02 HYDRAULIC CEMENT A. Cement shall be in conformance with TxDOT DMS-4600. 1. Any testing required for approval of use is the responsibility of the Contractor. B. For cement strength requirements, either the tensile or the compressive test may be used. C. Either Type I or II cement shall be used unless Type II is specified on the Drawings. 1. Except when Type II is specified on the Drawings, Type III cement may be used when the anticipated air temperature for the succeeding twelve (12) hours will not exceed 60° F. CONCRETE STRUCTURES 25069 - City of Corpus Christi Detention Center 033111-2 July 31, 2025 2. Type III cement may be used in all precast prestressed concrete, except in piling when Type II cement is required for substructure concrete. 3. Only one (1) brand of each type will be permitted on the entire project, unless otherwise authorized by the Owner. D. Cement Delivery 1. Bulk a. Cement may be delivered in bulk where adequate bin storage is provided. b. Information shall be provided in the bills of lading accompanying each shipment of name of the manufacturer and the type of cement. 2. Bag a. Shall be delivered in bags marked plainly with the name of the manufacturer and the type of cement. b. Information shall be provided in the bills of lading accompanying each shipment of name of the manufacturer and the type of cement. c. Bags shall contain ninety-four (94) pounds net. d. All bags shall be in good condition at time of delivery. 3. No caked cement will be accepted. E. Storage 1. All cement shall be stored in well -ventilated weatherproof buildings or approved bins, which will protect it from dampness or absorption of moisture. 2. Storage facilities shall be ample, and each shipment of packaged cement shall be kept separated to provide easy access for identification and inspection. 3. The Owner may permit small quantities of sacked cement to be stored in the open for a maximum of forty-eight (48) hours on a raised platform and under waterproof covering during periods of no precipitation. 4. Cement remaining in storage for a prolonged period of time may be retested and rejected if it fails to conform to any of the requirements of these specifications. 2.03 AGGREGATE A. Supply aggregates that meet the definitions in TxDOT Tex-100-E. B. Coarse Aggregate 1. Coarse aggregate shall consist of durable particles of gravel, crushed blast furnace slag, crushed stone, or combinations thereof; free from frozen material or injurious amount of salt, alkali, vegetable matter, or other objectionable material either free or as an adherent coating; and its quality shall be reasonably uniform throughout. 2. It shall not contain more than quarter -percent (0.25%) by weight of clay lumps, nor more than one -percent (1%) by weight of shale, nor more than five -percent (5%) of weight of laminated and/or friable particles when tested in accordance with TxDOT Tex-413-A. 3. It shall have a wear of not more than forty -percent (40%) when tested in accordance with TxDOT Tex-410-A. 4. Unless otherwise specified on the Drawings, coarse aggregate will be subjected to a five (5) cycle magnesium sulfate soundness of not more than eighteen -percent (18%) when tested in accordance with TxDOT Tex-411-A. CONCRETE STRUCTURES 25069 - City of Corpus Christi Detention Center 033111-3 July 31, 2025 a. Crushed recycled hydraulic cement concrete is not subject to the five (5) cycle soundness test. 5. When tested by approved methods, the coarse aggregate, including combinations of aggregates when used, shall conform to the grading requirements shown in Table 1. Table 1 Coarse Aggregate Gradation Aggregate Grade No. Nominal Size Percent Passing on Each Sieve 21/2 2 11/2 1 3/4 1/2 3/8 No. 4 No. 8 1 2" 100 80 to 100 50 to 85 20 to 40 0 to 5 2 (467)* 1 1/2" 100 95 to 100 35 to 70 10 to 30 0 to 5 3 1 1/2" 100 95 to 100 60 to 90 25 to 60 0 to 5 4 (57)* 1" 100 95 to 100 25 to 60 0 to 10 0 to 5 5 (67) 3/4" 100 90 to 100 20 to 55 0 to 10 0 to 5 6 (7) 1/2" 100 90 to 100 40 to 70 0 to 15 0 to 5 7 3/8" 100 70 to 95 0 to 25 8 3/8" 100 95 to 100 20 to 65 0 to 10 *Numbers in parenthesis indicate conformance with ASTM C33. 6. The Loss by Decantation as tested in accordance with TxDOT Tex-406-A and the allowable weight of clay lumps shall not exceed one -percent (1%), or the value shown on the Drawings, whichever is smaller. a. In the case of aggregates made primarily from crushing stone, if the material finer than the No. 200 sieve is established to be the dust of fracture and essentially free from clay or shale as established by TxDOT Tex-406-A, Part III, the limit may be increased to one and one-half percent (1.5%). CONCRETE STRUCTURES 25069 - City of Corpus Christi Detention Center 033111-4 July 31, 2025 b. When crushed limestone coarse aggregate is used in concrete pavements, the decant may not exceed one -percent (1%) but not more than three -percent (3%) if the material finer than the No. 200 sieve is determined to be at least sixty-seven percent (67%) calcium carbonate in accordance with TxDOT Tex-406-A, Part III. C. Fine Aggregate 1. Fine aggregate shall consist of clean, hard, durable and uncoated particles of natural or manufactured sand or a combination thereof, with or without a mineral filler. 2. It shall be free from frozen material or injurious amounts of salt, alkali, vegetable matter or other objectionable material and it shall not contain more than half -percent (0.5%) by weight of clay lumps in accordance with TxDOT Tex-413-A. 3. When subjected to the color test for organic impurities in accordance with TxDOT Tex-408-A, it shall not show a color darker than standard. 4. Unless otherwise shown on the Drawings, the acid insoluble residue of the fine aggregate shall be not less than sixty -percent (60%) by weight when tested in accordance with TxDOT standard laboratory test procedure Tex-612-J and as noted in TxDOT Item 421 for all concrete subject to direct traffic. 5. When tested in accordance with TxDOT Tex-401-A, the fine aggregate or combinations of aggregates, including mineral filler, shall conform to the grading requirements shown in Table 2. Table 2 Fine Aggregate Gradation Chart Aggregate Grade No. Percent Retained on Each Sieve 3/8" No. 4 No. 8 No. 16 No. 30 No. 50 No. 100 No. 200 1 0 0 to 5 0 to 20 15 to 50 35 to 75 65 to 90 90 to 100 97 to 100 NOTE 1: Where manufactured sand is used in lieu of natura sand, the percent retained on the No. 200 sieve shall be 94 to 100. NOTE 2: Where the sand equivalent value is greater than 85, the retainage on the No. 50 sieve may be 70 to 94 percent. 6. Fine aggregate will be subjected to the Sand Equivalent Test (TxDOT Tex-203-F). a. The sand equivalent shall not be less than 80 nor less than the value shown on the Drawings, whichever is greater. 7. For all classes of concrete except K, the fineness modulus for fine aggregates shall be between 2.30 and 3.10 as determined by TxDOT Tex-402-A. 8. For all class K concrete, the fineness modulus for fine aggregates shall be between 2.60 and 2.80 as determined by TxDOT Tex-402-A. D. Mineral Filler 1. Mineral filler shall consist of stone dust, clean crushed sand, or other approved inert material with 100% passing the No. 30 sieve and 65% to 100% passing the No. 200 sieve when tested in accordance with TxDOT Tex-401-A. E. Storage 1. The method of handling and storing concrete aggregate shall prevent contamination with foreign materials. CONCRETE STRUCTURES 25069 - City of Corpus Christi Detention Center 033111-5 July 31, 2025 2. If the aggregates are stored on the ground, the sites for the stockpiles shall be clear of all vegetation and level. a. The bottom layer of aggregate shall not be disturbed or used without recleaning. 3. When conditions require the use of two (2) or more sizes of aggregates, they shall be separated to prevent intermixing. a. Where space is limited, stockpiles shall be separated by physical barriers. 4. Methods of handling aggregates during stockpiling and subsequent use shall be such that segregation will be minimized. a. If segregation is apparent, the stockpile shall be remixed and tested. 5. Unless otherwise authorized by the Owner, all aggregate shall be stockpiled at least twenty-four (24) hours to reduce the free moisture content. F. Supplementary Cementing Materials (SCM) 1. Fly Ash a. Shall conform to TxDOT DMS-4610 1) Do not use class C Fly Ash in sulfate -resistant concrete 2. Ultra -Fine Fly Ash (UFFA) a. Shall conform to TxDOT DMS-4610 3. Ground Granulated Blast -Furnace Slag (GGBFS) a. Shall conform to TxDOT DMS-4620, Grade 100 or 120 4. Silica Fume a. Shall conform to TxDOT DMS-4630 5. Metakaolin a. Shall conform to TxDOT DMS-4635 2.04 MIXING WATER A. Water for use in concrete shall be free from oils, acids, organic matter or other deleterious substances. B. Water from municipal supplies approved by the State Health Department will not require testing, but water from other sources will be sampled and tested before use in structural concrete. C. Water shall be in accordance with TxDOT Item 421. 1. Any testing required for approval of use is the responsibility of the Contractor. D. The water source shall be able to supply the required amounts of water and shall be maintained in such condition to insure completion of the work under way without excessive delays for repairs or replacements. E. The water source shall be arranged so that the amount of water can be measured accurately. 2.05 ADMIXTURES A. Admixtures must be in conformance with TxDOT DMS-4640 and ASTM C 494 or ASTM C 1017 (for flowing concrete only). 1. Any testing required for approval of use is the responsibility of the Contractor. B. Dosage rates of admixtures shall be determined prior to use by means of trial mixes made with materials to be used and under anticipated construction conditions. C. Calcium Chloride will not be permitted. CONCRETE STRUCTURES 25069 - City of Corpus Christi Detention Center 033111-6 July 31, 2025 D. Storage shall be in accordance with the manufacturers recommendations. 2.06 MORTAR AND GROUT A. Mortar for repair of concrete shall consist of one (1) part hydraulic cement, two (2) parts finely graded sand, and sufficient water to make the mixture plastic and can be easily handled and spread by trowel. B. When required to prevent color difference, white cement shall be added to produce the color required C. When required by the Owner, latex adhesive shall be added to the mortar. 2.07 EPDXY A. Epoxy materials shall conform to TxDOT DMS-6100. B. Epoxy Bonding Compound for bonding new concrete to hardened concrete or other structural material 1. Epoxy Bonding Compound shall be a two component, 100% solids, moisture insensitive system. C. Epoxy Grout for Epoxy patch on non -horizontal surfaces to concrete 1. Epoxy Compound shall be a low -modulus, high viscosity, moisture insensitive system. 2.08 EXPANSION JOINT MATERIAL A. Preformed Fiber Material 1. Preformed fiber expansion joint material shall be of the dimensions shown on the Drawings. 2. At the Contractor's option, the material shall be one of the following types, unless otherwise noted on the Drawings: a. Asphalt Board 1) Asphalt Board shall consist of two (2) liners of 0.016-inch asphalt impregnated paper, filled with a mastic mixture of asphalt and vegetable fiber and/or mineral filler. 2) Boards shall be smooth, flat and sufficiently rigid to permit installation. 3) When tested in accordance with TxDOTTex-524-C, the asphalt board shall not deflect from the horizontal more than one inch (1") in three and one-half inches (3 1/2"). 4) Bituminous fiber and bituminous mastic composition material conforming to ASTM D 994 and ASTM D 1751 b. Wood 1) Shall be Filler board of selected stock. 2) Use wood of density and type as follows: a) Clear, all -heart cypress weighing no more than 40 pounds per cubic foot, after being oven dried to constant weight. b) Clear, all -heart redwood weighing no more than 30 pounds per cubic foot, after being oven dried to constant weight. c. Rebonded Neoprene Filler 1) Rebonded neoprene filler shall consist of ground closed -cell neoprene particles, rebonded and molded into sheets of uniform thickness of the dimensions shown on Drawings. CONCRETE STRUCTURES 25069 - City of Corpus Christi Detention Center 033111-7 July 31, 2025 2) Filler material shall have the physical properties in Table 3 and shall meet the requirements of ASTM D1752, Type 1 where applicable: Table 3 Filler Material Properties Property Method Requirement Color ASTM D1752 Type 1 Black Density ASTM D1752 Type 1 40 PCF Min Recovery ASTM D1752 Type 1 90% Min. Compression ASTM D1752 Type 1 50 to 500 psi Extrusion ASTM D1752 Type 1 0.25 In. Max. Tensile Strength ASTM D1752 Type 1 20 psi Min. Elongation 75% Min 3) The manufacturers shall furnish the Owner with certified test results as to the compliance with the above requirements and a twelve -inch (12") x twelve -inch (12") x one -inch (1") sample from the shipment for approval. B. Joint Sealing Materials 1. Unless otherwise shown on the Drawings, joint sealing material shall conform to the following requirements: a. The material shall adhere to the sides of the concrete joint or crack and shall form an effective seal against infiltration of water and incompressible. b. The material shall not crack or break when exposed to low temperatures. c. The material shall be one of the following: 1) Class 1-a a) Two component, Synthetic Polymer, Cold Extruded Type. b) Curing is to be by polymerization and not by evaporation of solvent or fluxing of harder particles. c) This type is specifically designed for vertical or sloping joints and hence not self - leveling. d) It shall cure sufficiently at an average temperature leveling. e) It shall cure sufficiently at an average temperature of 77° F, + 3° F maximum for twenty-four (24) hours. 2) Class 1-b a) Two component, Synthetic Polymer, Cold Pourable, Self Leveling Type. b) Curing is to be by polymerization and not by evaporation of solvent or fluxing of harder particles. c) It shall cure sufficiently at an average temperature of 77° F + 3° F maximum for three (3) hours. 3) For Sidewalks and Driveways a) Shall be Greenstreak #610 or approved equal installed over expansion joint filler. d. Performance Requirements 1) Class 1-a and 1-b, when tested in accordance with TxDOT Tex-525-C, shall meet the above curing times and requirements as follows: CONCRETE STRUCTURES 25069 - City of Corpus Christi Detention Center 033111-8 July 31, 2025 a) It shall be of such consistency that it can be mixed and poured, or mixed and extruded into joints at temperatures above 60° F. b) Penetration at 77° F. (1) 150 gm. cone, 5 sec., max. cm 0.90 c) Bond and Extension 75%, 0° F, 5 cycles (1) Dry Concrete Blocks Pass (2) Wet Concrete Blocks Pass (3) Steel Blocks (Primed if specified by Manuf.)...Pass (4) Flow at 200° F None 2) Water Content % by weight, max 5.0 a) Resilience (1) Original sample min. % (cured) 50 (2) Oven aged at 158° F min. % 50 b) For Class 1-a Material Only (1) Cold Flow (10 min.) None 3) Greenstreak #610 a) Provide flexible, modified PVC (polyvinyl chloride) "G-SEAL" as manufactured by Greenstreak, profile style number 610. b) The modified PVC paving cap seal shall be extruded from an elastomeric plastic material of which the basic resins are prime virgin materials. The compound shall not contain any scrapped or reclaimed material whatsoever. c) Performance Requirements as noted in Table 4: Table 4 Performance Requirements Property Test Method Requirements Tensile Strength ASTM D412-92 2350 psi min. Elongation ASTM D412-92 375% min. Hardness ASTM D2240-95 81+/-3 Shore A Oil Swell (ASTM Oil #3, 70 hrs @ 212° F change in volume/weight) ASTM D471 95 +/- 15% by vol. +/- 15% by wt. Ozone Resistance (20% strain, 300 pphm, 70 hrs @ 104° F) ASTM D518-91 No Cracking UV Resistance (2000hrs @ 70° F) ASTM G53 2200 psi minimum 200% minimum Abrasion Resistance (10,500 cycles, 1000 g load) ASTM D 3884 Material Loss: -0.35 grams max. Adhesive Bond Strength ASTM D412-92 1000 psi min. Results after Heat Aging (24 hrs @ 70° F) ASTM D573 Tensile Strength retained: 90% CONCRETE STRUCTURES 25069 - City of Corpus Christi Detention Center 033111-9 July 31, 2025 Elongation retained: 90% Hardness change: +/-3 Shore A PART 3 - EXECUTION 3.01 GENERAL A. All Work shall be in accordance with the Contract, Specifications, Drawings, Manufacturer recommendations, and industry standards. 1. In the event that a requirement conflicts with another, the more stringent requirement shall be followed, unless directed otherwise by the Owner. 3.02 FORMS A. General 1. Shall be in accordance with Section 03 11 13.11 CONCRETE FORMS 2. Opening in forms shall be provided, if needed, for the removal of laitance of foreign matter of any kind. 3. All forms shall be wetted thoroughly before the concrete is placed therein. 4. If, at any stage of the work, the forms show signs of bulging or sagging, the portion of the concrete causing such condition shall be removed immediately, if necessary, and the forms shall be reset and securely braced against further movement. 3.03 REINFORCING STEEL A. Shall be in accordance with Section 03 21 11 REINFORCING STEEL 3.04 EQUIPMENT A. Concrete Plant 1. Certified by the National Ready Mixed Concrete Association (NRMCA) or have an inspection report signed and sealed by a Licensed Professional Engineer in the State of Texas showing that the equipment meets all requirements of ASTM C94. a. If the Plant is moved, it must be recertified. b. Plants with a licensed engineer's inspection are required to be reinspected every two (2) years. c. Provide a copy of the certification to the Owner's representative. d. When equipment fail to meet requirements it shall be removed from service and corrected. 2. The batching Plant shall be provided with adequate bins for batching all aggregates and materials required by the specifications. B. Mixing Equipment 1. General CONCRETE STRUCTURES 25069 - City of Corpus Christi Detention Center 033111-10 July 31, 2025 a. All equipment, tools, and machinery used for mixing materials and performing any part of the work shall be maintained in such condition to insure completion of the work under way without excessive delays for repairs or replacements. b. When equipment fail to meet specification requirements it shall be removed from service and corrected. c. Mixers may be either the revolving drum type or the revolving blade type, and shall be capable of producing concrete meeting the required specifications. 1) The mixer shall have a plate affixed showing the manufacturer's recommended operating data. d. Job mix concrete shall be concrete mixed in an approved batch mixer in accordance with the requirements of this specification, adjacent to the structure for which the concrete is being mixed, and moved to the placement site, in non -agitating equipment. 2. Mixers and Agitators a. General 1) Mixers shall be of an approved stationary or truck -type. b. Volumetric Mixers 1) Capable of combining the materials into a thoroughly mixed and uniform mass. 2) Shall have rating plates defining the capacity and the performance of the mixers in accordance with the Volumetric Mixer Manufacturers Bureau or equivalent. 3) Mixers shall comply with ASTM C685. 4) Provide information showing the mixers meet the uniformity test requirements of TxDOT Tex-472-A. c. Stationary Mixers 1) Capable of combining the ingredients into a thoroughly mixed and uniform mass within the specified time or the number of revolutions specified and capable of discharging concrete which satisfies five (5) of the six (6) requirements of TxDOT Tex-472-A. 2) Facilities shall be provided to permit ready access to the inside of the drum for inspection, cleaning and repair of blades. 3) Mixer shall be subject to daily examination for changes in condition due to accumulation of hardened concrete and/or wear of blades. a) Any hardened concrete shall be removed before the mixer will be permitted to be used. b) Worn blades shall be repaired or replaced in accordance with the manufacturer's design when any part or section is worn as much as ten percent (10%) below the original height of the manufacturer's design. 4) If deemed not adequate or suitable for the work, it shall be removed from the site upon a written order from the Owner and a suitable mixer shall be provided by the Contractor. 5) Truck mixers mounted on a stationary base will not be considered a stationary mixer. d. Truck Mixer 1) Capable of combining the ingredients into a thoroughly mixed and uniform mass within the specified time or the number of revolutions specified and capable of discharging concrete which satisfies five (5) of the six (6) requirements of TxDOT Tex-472-A. CONCRETE STRUCTURES 25069 - City of Corpus Christi Detention Center 033111-11 July 31, 2025 2) Certified by the National Ready Mixed Concrete Association (NRMCA) or have an inspection report signed and sealed by a Licensed Professional Engineer in the State of Texas showing that the equipment meets all requirements of ASTM C94. 3) Facilities shall be provided to permit ready access to the inside of the drum for inspection, cleaning and repair of blades. 4) Mixer shall be subject to daily examination for changes in condition due to accumulation of hardened concrete and/or wear of blades. a) Any hardened concrete shall be removed before the mixer will be permitted to be used. b) Worn blades shall be repaired or replaced in accordance with the manufacturer's design when any part or section is worn as much as ten percent (10%) below the original height of the manufacturer's design. 5) If deemed not adequate or suitable for the work, it shall be removed from the site upon a written order from the Owner and a suitable mixer shall be provided by the Contractor. 6) An engine in satisfactory working condition and capable of accurately going the desired speed of rotation shall be mounted as an integral part of the mixing unit for the purpose of rotating the drum. 7) Truck mixers equipped with a transmission that will govern the speed of the drum within the specified rpm will not require a separate engine. 8) All truck mixers shall be equipped with actuated counters by which the proper number of revolutions of the drum as specified may be readily verified. a) Counters (1) Truck mixers will be permitted to transport concrete to the job site at mixing speed if equipped with double actuated counters that will separate revolutions at mixing speed from total revisions. (2) Truck mixers equipped with a single actuated counter counting total revolutions of the drum shall mix the concrete at the Plant not less than fifty (50) nor more than seventy (70) revolutions at mixing speed, transport it to the job site at agitating speed and complete the required mixing before placing the concrete. b) The counters shall be read and recorded at the start of mixing at mixing speeds. 9) Shall have adequate water supply and accurate metering or gauging devices for measuring the amount used. e. Agitators 1) Concrete agitators shall be of the truck type, capable of maintaining a thoroughly mixed and uniform concrete mass and discharging it within the same degree of uniformity specified for mixers. 2) Agitators shall comply with all of the requirements for truck mixers, except for the actual mixing requirements. C. Hauling Equipment 1. All equipment, tools, and machinery used for hauling materials and performing any part of the work shall be maintained in such condition to insure completion of the work under way without excessive delays for repairs or replacements. CONCRETE STRUCTURES 25069 - City of Corpus Christi Detention Center 033111-12 July 31, 2025 2. Certified by the National Ready Mixed Concrete Association (NRMCA) or have an inspection report signed and sealed by a Licensed Professional Engineer in the State of Texas showing that the equipment meets all requirements of ASTM C-94. a. Equipment with a licensed engineer's inspection is required to be reinspected every two (2) years. b. Provide a copy of the certification to the Owner's representative. c. When equipment fail to meet requirements it shall be removed from service and corrected. 3. Provide equipment capable of maintaining the mixed concrete with a satisfactory degree of uniformity. 4. When using non -agitating equipment for transporting concrete, provide equipment with smooth, mortar tight metal containers equipped with gates that prevent accidental discharge. D. Placing Equipment 1. The method and equipment used to transport concrete to the forms shall be capable of maintaining the rate of placement approved by the Owner. a. Concrete may be transported by buckets, chutes, buggies, belt conveyors, pumps or other acceptable methods. b. Chutes, troughs, conveyors or pipes shall be arranged and used so that the concrete ingredients will not be separated. c. All transporting equipment shall be kept clean and free from hardened concrete coatings. 1) Water used for cleaning shall be discharged clean of the concrete. d. Belt Conveyors and Pumps 1) When belt conveyors or pumps are used, sampling for testing will be done at the discharge end. 2) Concrete transported by conveyors shall be protected from sun and wind, if necessary, to prevent loss of slump and workability. e. Pipes 1) Pipes through which concrete is pumped shall be shaded and/or wrapped with wet burlap, if necessary, to prevent loss of slump and workability. 2) Concrete shall not be transported through aluminum pipes, tubes or other aluminum equipment. f. Troughs and Chutes 1) When steep slopes are necessary, the chutes shall be equipped with baffle boards or made in short lengths that reverse the direction of movement, or the chute ends shall terminate in vertical downspouts. 2) Open troughs and chutes shall extend, if necessary, down inside the forms or through holes left in them. E. Scales 1. Check prior to use, after each move, or whenever the accuracy or adequacy is questioned, and at least once every six (6) months. 2. Immediately correct deficiencies and recalibrate. 3. Provide a record of calibration showing the scales are in compliance with ASTM C94. 4. Check batching accuracy of volumetric water batching devices and admixture dispensing devices at least every ninety (90) days. 5. Perform daily checks as needed to confirm accuracy. CONCRETE STRUCTURES 25069 - City of Corpus Christi Detention Center 033111-13 July 31, 2025 F. Testing Equipment 1. Shall be provided in accordance with the requirements of the tests and in working condition to provide accurate information. 3.05 CLASSIFICATION AND MIX DESIGN A. General a. It shall be the responsibility of the Contractor to furnish the mix design, for the class(es) of concrete specified. b. The mix shall be designed by a qualified concrete technician to conform with the requirements contained herein and in accordance with ACI 211. c. The Contractor shall perform, at his own expense, the work required to substantiate the design. d. It shall also be the responsibility of the Contractor to determine and measure the batch quantity of each ingredient, including all water, so that the mix conforms to these specifications and any other requirements shown on the Drawings. e. In lieu of the above mix design responsibility, the Contractor may accept a design furnished by the Owner; however, this will not relieve him of providing concrete meeting the requirements of these specifications. B. Aggregate a. Coarse Aggregate Factor 1) The coarse aggregate factor shall not be more than 0.82, except that when the voids in the coarse aggregate exceed forty-eight percent (48%) of the total dry loose volume, the coarse aggregate factor shall not exceed 0.85. 2) The coarse aggregate factor shall not be less than 0.70 for Grades 1, 2 and 3 aggregate. b. Recycled Aggregate 1) Limit recycled crushed hydraulic cement concrete as a coarse or fine aggregate to Class A, B, D, E, and P concrete. 2) Limit recycled crushed concrete fine aggregate to a maximum of twenty percent (20%) of the fine aggregate. C. Strength 1. If the strength required for the class of concrete being produced is not secured with the cement specified in Table 5, the Contractor may use an approved water reducing or retarding admixture, or the Contractor shall furnish aggregates with different characteristics that will produce the required results. Table 5 Classes of Concrete Class of Concrete Design Strength' (psi) Maximum Water to Concrete Ratio2 Coarse Aggregate Grades3,4 General Usages A 3,000 0.60 1 4, 8 Inlets, Manholes, Curb, Gutter, Curb & gutter, Concrete retards, CONCRETE STRUCTURES 25069 - City of Corpus Christi Detention Center 033111-14 July 31, 2025 Sidewalks, Driveways, Backup walls, Anchors B 2,000 0.60 2-7 Riprap, Small roadside signs, and Anchors Drilled shafts, Bridge Substructure, Bridge railing, Culverts (except top C 3,600 0.45 1-6 slab of direct traffic culverts), Headwalls, Wing walls, Approach slabs, Concrete traffic barrier (cast -in - place) D 1,500 0.60 2-7 Riprap E 3,000 0.50 2-5 Seal Concrete 4,000 min F6 Or as Noted on Drawings 0.45 2-5 Railroad structures; occasionally for bridge piers, columns, or bents H6 4,000 min Or as Noted on Drawings 0.45 3-6 Prestressed concrete beams, Boxes, Piling, Concrete traffic barrier (precast) 4,000 min 56 Or as Noted on Drawings 0.45 2-5 Bridge slabs, Top slabs of direct traffic culverts 4,000 min P Or as Noted on Drawings 0.45 2-3 Concrete pavement 5,500 min DC6 Or as Noted on Drawings 0.40 6 Dense concrete overlay 4,600 min C06 Or as Noted on Drawings 0.40 6 Latex -modified concrete overlay 4,000 min LMC6 Or as Noted on Drawings 0.40 6-8 Slurry displacement shafts, Underwater drilled shafts 1— minimum twenty-eight (28) day f'c for all types of cement 2— Maximum water -cement or water -cementations ratio by weight 3 - Do not use Grade 1 coarse aggregate except as approved by Owner, may not be used in Drilled shafts 4— Unless otherwise approved, use Grade 8 coarse aggregate in extruded curbs. 5 — For information only, see Drawings and appropriate specifications for required class 6-Structural Concrete Classes 2. A higher class of concrete with equal or lower water to cementations material ratio may be substituted for the specified class of concrete. CONCRETE STRUCTURES 25069 - City of Corpus Christi Detention Center 033111-15 July 31, 2025 3. To account for production variability and to ensure minimum compressive strength requirements are satisfied, the mix shall be over -designed in accordance with Table 6. Table 6 Over Design Compressive Strength Requirements No. of Tests Standard Deviation (psi) 300 400 500 600 700 15 470 620 850 1,120 1,390 20 430 580 760 1,010 1,260 30 + 400 530 670 900 1,130 Note: When designing the mix the values above shall be added to the minimum design strength in Table 5 Number of tests of a concrete mixture used to estimate D. Cementations Material 1. Unless otherwise specified or approved, limit cementations material content to no more than 700 lb per cubic yard. 2. Use only Type III cement only in precast concrete or when specified or permitted. E. Admixtures 1. Water Reducing or Retarding Agents a. Water reducing or retarding agents may be used with all classes of concrete at the option of the Contractor. b. When water reducing or retarding agents are used at the option of the Contractor, reduced dosage of the admixture will be permitted. 2. Entrained Air Agents a. Entrained air will be required in all concrete, except Class B, in accordance with Table 7 unless otherwise shown on the Drawings. Table 7 Air Entrainment Aggregate Grade No. Air Moderate Exposure Severe Exposure 1 4 5 2 4 1/2 5 1/2 3 4 1/2 5 1/2 4 4 1/2 6 5 5 6 6 5 1/2 7 7 6 7 1/2 8 6 7 1/2 1. For specified concrete strengths above 5,000 psi a reduction of one (1) percentage point is permitted. b. Tolerances 1) Shall contain the proper amount as required in Table 7 with a tolerance of plus or minus one and one-half percentage (1 1/2%) points. 2) If the amount is beyond the above tolerance then the load of concrete will be rejected. F. Consistency CONCRETE STRUCTURES 25069 - City of Corpus Christi Detention Center 033111-16 July 31, 2025 1. General a. The concrete shall be workable, cohesive, possess satisfactory finishing qualities, and of the stiffest consistency that can be placed and vibrated into a homogenous mass. b. The consistency of the concrete as placed should allow the completion of all finishing operations without the addition of water to the surface. c. Excessive bleeding shall be avoided. d. Modifications 1) In cases where the consistency requirements cannot be satisfied without exceeding the maximum allowable amount of water, the Contractor may use, or the Owner may require, an approved water reducing or retarding agent or the Contractor shall furnish additional aggregates, or aggregates with different characteristics, which will produce the required results. 2) Additional cement may be required or permitted as a temporary measure until aggregates are changed and designs checked with the different aggregates or admixture. 2. Slump a. Slump shall be in accordance with Table 8 using the lowest slump possible that can be placed and finished efficiently without segregation or honeycombing. Table 8 Slump Requirements Class of Concrete Concrete Use Recommended Design And Placement Slump 1 (inch) Maximum Design and Placement Slump 2 (inch) A B D Inlets, Manholes, Curb, Gutter, Curb & gutter, Concrete retards, Sidewalks, Driveways, Backup walls, Anchors, Riprap, Small road signs, Slip -formed, Extruded 2.5 or Owner Approved 4 or Owner A roved pp C F Thin Walled Section (9 inch or Tess) 4 5 Approach slabs, Concrete overlays, Caps, Columns, Piers, Wall sections (over 9 inch) 3 4 Bridge railing, Concrete traffic barrier (cast -in -place) 4 6 1/2 Drilled shafts (dry) 61/2 71/2 Drilled shafts (underwater, under slurry) 5 6 H Prestressed concrete beams, Boxes, Piling, Concrete traffic barrier (precast) 4 6 1/2 S Bridge slabs, Top slabs of direct traffic culverts 4 5 1/2 CONCRETE STRUCTURES 25069 - City of Corpus Christi Detention Center 033111-17 July 31, 2025 P Concrete pavement (slip -formed) 1 1/2 3 Concrete pavement (formed) 4 6 1/2 DC Dense concrete overlay 3/4 2 CO Latex -modified concrete overlay 3 7 1/2 LMC Slurry displacement shafts, Underwater drilled shafts 6 8 1/2 1— Recommended design and placement slump shall be as shown or as approved by Owner 2— Maximum design and placement slump shall be as shown or as approved by Owner b. Concrete that exceeds the maximum acceptable slump at time of delivery will be rejected. c. When approved, the slump may be increased above the values shown in Table 8 using chemical admixtures, provided that the admixture -treated concrete has the same or lower water -cement or water -cementations material ratio and does not exhibit segregation or excessive bleeding. 1) Mix design must be approved by the Owner. G. Mix Design Options 1. Shall be in accordance with TxDOT Item 421. H. Sulfate -Resistant Concrete 1. When sulfate -resistant concrete is required, use mix design options 1, 2, 3, or 4 given in below using Type 1/11, II, V, IP, or IS cement in accordance with ACI 318. a. Option 1 1) Replace twenty percent (20%) to thirty-five percent (35%) of the cement with Class F fly ash. b. Option 2 1) Replace thirty-five percent (35%) to fifty percent (50%) of the cement with Ground Granulated Blast -Furnace Slag c. Option 3 1) Replace thirty-five percent (35%) to fifty percent (50%) of the cement with a combination of Class F fly ash, Ground Granulated Blast -Furnace Slag, or silica fume. d. Option 4 1) Use Type IP or Type IS cement. (Up to ten percent (10%) of a Type IP or Type IS cement may be replaced with Class F fly ash, Ground Granulated Blast -Furnace Slag, or silica fume.) 2. Do not use Class C Fly Ash in sulfate -resistant concrete I. Trial Batches 1. Trial batches will be made and tested using all the proposed ingredients prior to the placing of concrete, and when the aggregate and/or brand of cement or admixture are changed. 2. Trail batches shall be in accordance with TxDOT 421. 3. Trial batches shall be made in the mixer to be used on the job. 4. When Transit Mix concrete is to be used, the trial designs will be made in a transit mixer representative of the mixers to be used. CONCRETE STRUCTURES 25069 - City of Corpus Christi Detention Center 033111-18 July 31, 2025 a. Batch size shall not be less than fifty percent (50%) of the rated mixing capacity of the truck. 5. Mix designs from previous or concurrent jobs may be used without trial batches if it is shown that no substantial change in any of the proposed ingredients has been made. 3.06 MIXING A. Mixing Conditions 1. General a. The concrete shall be mixed in quantities required for immediate use. 2. Weather a. In threatening weather, which may result in conditions that will adversely affect quality of the concrete to be placed, the Owner may order postponement of the work. b. Where work has been started and changes in weather conditions require protective measures, the Contractor shall furnish adequate shelter to protect the concrete against damage from rainfall, or from freezing temperatures. c. If necessary to continue operations during rainfall, the Contractor shall also provide protective coverings for the material stockpiles. d. Aggregate stockpiles need be covered only to the extent necessary to control the moisture conditions in the aggregates to adequately control the consistency of the concrete. B. Mixing 1. General a. The mixing shall be done in a batch mixer of approved type and size that will produce uniform distribution of the material throughout the mass. b. After all the ingredients are assembled in the drum, the mixing shall continue not less than one (1) minute for mixers of one (1) cubic yard or less capacity plus fifteen (15) seconds for each additional cubic yard or portion thereof. c. The mixer shall operate at the speed and capacity designated by the Mixer Manufacturers Bureau of the Associated General Contractors of America. d. The absolute volume of the concrete batch shall not exceed the rated capacity of the mixer. e. The entire contents of the drum shall be discharged before any materials are placed therein for the succeeding batch. f. The first batch of concrete materials placed in the mixer for each placement shall contain an extra quantity of sand, cement, and water sufficient to coat the inside surface of the drum. g. Upon the cessation of mixing for any considerable length of time, the mixer shall be thoroughly cleaned. 2. Mixing Water a. A portion of the mixing water, required by the batch design to produce the desired slump, may be withheld and added at the job site, but only with permission of the Owner and under his supervision. b. When water is added under the above conditions, it shall be thoroughly mixed in accordance with this specification delivery provision for water added at the job site. 3. Ready -Mix Plants a. General 1) It shall be the Contractor's responsibility to furnish concrete meeting all requirements of the governing specifications. CONCRETE STRUCTURES 25069 - City of Corpus Christi Detention Center 033111-19 July 31, 2025 b. Mixing 1) Ready -Mixed Concrete shall be mixed and delivered by means of one of the following approved methods. 2) Mixers a) Stationary Mixed (1) Mixed completely in a stationary mixer and transported to the point of delivery in a truck agitator or a truck mixer operating at agitator or a truck mixer operating at agitation speed. (Central -Mix Concrete) (2) Mixed completely in a stationery mixer and transported to the job site in approved non -agitating trucks with special bodies. This method of transporting will be permitted for concrete pavement only. b) Truck Mixed (1) Mixed complete in a truck mixer and transported to the placement site at mixing and/or agitating speed (Transit -Mix Concrete), subject to the requirements of Mixing Equipment within this specification. 3.07 QUALITY OF CONCRETE A. General 1. The concrete shall be uniform and workable. 2. Improperly mixed concrete shall not be placed in the structure. 3. The cement content, maximum allowable water cement ratio, the desired and maximum slump and the strength requirements of the various classes of concrete shall conform to the requirements herein. 4. Sampling and Testing a. During the process of the work, the Owner or Inspector will require the Contractor to test the concrete actually placed. b. Testing Requirements 1) Testing Rate shall be in accordance with Table 9: Table 9 Testing Schedule Class of Concrete Testing Rate 1,2 General Usage 3 A 1 Set Per 500 Linear Feet or less Curb, Gutter, Curb & gutter 1 Set Per 4,000 Square Feet or less Sidewalks, Driveways 1 Set Per 6 or less Inlets, Manholes 1 Set Per 30 cubic yards or less Or As required by Drawings and / or Owner Concrete retards, Backup walls, Anchors B 1 Set Riprap, Small roadside signs CONCRETE STRUCTURES 25069 - City of Corpus Christi Detention Center 033111-20 July 31, 2025 Per 50 cubic yards or less 1 Set Per 30 cubic yards or less Or As required by Drawings and / or Owner Anchors C 1 Set Per 30 cubic yards or less or As required by Drawings and / or Owner Culverts (except top slab of direct traffic culverts), Headwalls, Wing walls As required by Drawings and / or Owner Drilled shafts, Bridge Substructure, Bridge railing, Culverts (except top slab of direct traffic culverts), Headwalls, Wing walls, Approach slabs, Concrete traffic barrier (cast -in -place) D 1 Set Per 50 cubic yards or less Riprap E As required by Drawings and / or Owner Seal Concrete F As required by Drawings and / or Owner Railroad structures; occasionally for bridge piers, columns, or bents H As required by Drawings and / or Owner Prestressed concrete beams, Boxes, Piling, Concrete traffic barrier (precast) S As required by Drawings and / or Owner Bridge slabs, Top slabs of direct traffic culverts P 1 Set Per 30 cubic yards or less or As required by Drawings and / or Owner Concrete pavement DC As required by Drawings and / or Owner Dense concrete overly CO As required by Drawings and / or Owner Latex -modified concrete overly LMC As required by Drawings and / or Owner Slurry displacement shafts, Underwater drilled shafts 1— For information only, see Drawings and appropriate specifications for required class 2 —Test rates are per day of work unless Owner approves otherwise 3 — For information only, see Drawings and appropriate specifications for required class 2) Testing of Fresh Concrete a) Air Content (1) In accordance with TEX-414-A or TEX-416-A b) Slump (1) In accordance with TEX-415-A CONCRETE STRUCTURES 25069 - City of Corpus Christi Detention Center 033111-21 July 31, 2025 c) Temperature (1) In accordance with TEX-422-A d) Making and Curing Strength Specimens (1) In accordance with TEX-447-A 3) Testing of Hardened Concrete a) Compressive Strength (1) In accordance with TEX-418-A b) Flexural Strength (1) In accordance with TEX-448-A c) Maturity (1) In accordance with TEX-426-A c. The Contractor shall provide and maintain curing facilities as described in the appropriate test procedure for the purpose of curing test specimens. 1) It will be the responsibility of the Contractor to ensure that the test cylinders are handled in a manner to ensure that the test results are accurate. d. When control of concrete quality is by twenty-eight (28) day compressive tests, job control will be by seven (7) day compressive tests that are shown to provide the required twenty- eight (28) day strength, based on results from trial batches. e. If the required seven (7) day strength is not secured with the cement specified in the mix design, changes in the batch design shall be made f. All test results shall be sent to the Owner upon completion of test. 3.08 EXPANSION JOINTS A. Joints and devices to provide for expansion and contraction shall be constructed where and as indicated herein or on the Drawings. B. All open joints and joints to be filled with expansion joint material, shall be constructed using forms adaptable to loosening or early removal. C. To avoid expansion or contraction damage to the adjacent concrete, these forms shall be loosened as soon as possible after final concrete set to permit free movement without requiring full form removal. D. Prior to placing the sealing material, the vertical facing the joint shall be cleaned of all laitance by sandblasting or by mechanical routing. E. Cracked or spalled edges shall be repaired. F. The joint shall be blown clean of all foreign material and sealed. G. Where preformed fiber joint material is used, it shall be anchored to the concrete on one side of the joint by light wire or nails, to prevent the material from falling out. H. The top one -inch (1") of the joint shall be filled with joint sealing material. I. Finished joints shall conform to the indicated outline with the concrete sections completely separated by the specified opening or joint material. J. Soon after form removal and again where necessary after surface finishing, all projecting concrete shall be removed along exposed edges to secure full effectiveness of the expansion joints. 3.09 CONSTRUCTION JOINTS CONCRETE STRUCTURES 25069 - City of Corpus Christi Detention Center 033111-22 July 31, 2025 A. The joint formed by placing plastic concrete in direct contact with concrete that has attained its initial set shall be deemed a construction joint. B. The term monolithic placement shall be interpreted to mean at the manner and sequence of concrete placing shall not create construction joints. C. Construction joints shall be of the type and at the locations shown on the Drawings. D. Additional joints will not be permitted without written authorization from the Owner, and when authorized, shall have details equivalent to those shown on the Drawings for joints in similar locations. E. Unless otherwise provided, construction joints shall be square and normal to the forms. F. Bulkheads shall be provided in the forms for all joints, except when horizontal. G. Construction joints requiring the use of joint sealing material shall be as detailed on the Drawings. H. The material will be specified on the Drawings without referenced to joint type. I. A concrete placement terminating at a horizontal construction joint shall have the top surface roughened thoroughly as soon as practicable after initial set is attained. J. The surfaces at bulkheads shall be roughened as soon as the forms are removed. K. The hardened concrete surface shall be thoroughly cleaned of all loose material, laitance, dirt or foreign material and saturated with water so it is moist when placing fresh concrete against it. L. Forms shall be drawn tight against the placing of the fresh concrete. 3.10 DELIVERY OF CONCRETE A. General 1. Delivery of concrete shall equal or exceed the rate approved by the Owner for continuous placement. 2. In all cases, the delivery of concrete to the placement site shall assure compliance with the time limits in the applicable specification for depositing successive batches in any monolithic unit. 3. The Contractor shall satisfy the Owner that adequate standby equipment are available. B. Delivery Tickets 1. A standard ticket system will be used for recording concrete batching, mixing and delivery date. 2. Loads arriving without ticket and/or in unsatisfactory condition shall not be used. 3. Tickets will be delivered to the job inspector. C. Mixers 1. General a. When Ready -Mix Concrete is used, additional mortar (one (1) sack cement, three (3) parts sand and sufficient water) shall be added to the batch to coat the drum of the mixer or agitator truck and this shall be required for every load of Class C concrete only and for the first batch from central mix Plants. 2. Stationary Mixer a. When a stationary mixer is used for the entire mixing operation, the mixing time for one (1) cubic yard of concrete shall be one (1) minute plus fifteen (15) seconds for each additional cubic yard or portion thereof. b. This mixing time shall start when all cement, aggregates and initial water have entered the drum. c. The mixer shall be charged so that some of the mixing water will enter the drum in advance of the cement and aggregate. CONCRETE STRUCTURES 25069 - City of Corpus Christi Detention Center 033111-23 July 31, 2025 d. All of the mixing water shall be in the drum by the end of the first one-fourth (1/4) of the specified mixing time. e. Water used to flush down the blades after charging shall be accurately measured and included in the quantity of mixing water. f. The introduction of the initial mixing water, except blade wash down water and that permitted in this specification, shall be prior to or simultaneous with the charging of the aggregates and cement. g. The drum shall be kept in continuous motion from the time mixing is started until the discharge is completed. D. Truck Mixers 1. The loading of truck mixers shall not exceed sixty-three percent (63%) of the total volume of the drum. 2. When used as an agitator only, the loading shall not exceed eighty percent (80%) of the drum volume. 3. The drum shall be kept in continuous motion from the time mixing is started until the discharge is completed. E. Mixing Speed and Revolutions 1. Mixing speed shall be attained as soon as all ingredients are in the mixer, and each complete batch (containing all the required ingredients) shall be mixed not less than seventy (70) nor more than one -hundred (100) revolutions of the drum at mixing speed a. Except that when water is added at the job site, twenty-five (25) revolutions (minimum) at mixing speed, will be required to uniformly disperse the additional water throughout the mix. 2. Mixing speed shall be as designated by the manufacturer. 3. All revolutions after the prescribed mixing time shall be at agitating speed. 4. The agitating speed shall be not less than one (1) nor more than five (5) rpm. 3.11 PLACING CONCRETE A. General 1. Before starting work, the Contractor shall inform the Owner fully of the construction methods he proposes to use, the adequacy of which shall be subject to the approval of the Owner. 2. The Contractor shall give the Owner sufficient advance notice before placing concrete in any unit of the structure to permit the inspection of forms, reinforcing steel placement, and other preparations. 3. Concrete shall not be placed in any unit prior to the completion of formwork and placement of reinforcement therein. 4. Concrete mixing, placing and finishing shall be done in daylight hours, unless adequate provisions are made to light the entire site of all operations. 5. Concrete placement will not be permitted when impending weather conditions will impair the quality of the finish work. a. If rainfall should occur after placing operations are started, the Contractor shall provide ample covering to protect the work. b. In case of drop in temperature, the provisions set forth in the "Placing Concrete in Cold Weather" of this specification shall be applied. CONCRETE STRUCTURES 25069 - City of Corpus Christi Detention Center 033111-24 July 31, 2025 6. Concrete not meeting the slump, workability and consistency requirements of the governing specification, shall not be placed in the structure or pavement. 7. Any concrete that is not in place within the limits outlined in shall not be used. 8. The placing shall be regulated so the pressures caused by the plastic concrete shall not exceed the loads used in form design. 9. The method of handling, placing and consolidation of concrete shall minimize segregation and displacement of the reinforcement, and produce a uniformly dense and compact mass. 10. Concrete shall not have a free fall of more than five feet (5'), except in the case of thin walls such as in culverts. a. Any hardened concrete spatter ahead of the plastic concrete shall be removed. 11. The method and equipment used to transport concrete to the forms shall be capable of maintaining the rate of placement approved by the Owner. 12. Each part of the forms shall be filled by depositing concrete as near its final position as possible. a. The coarse aggregate shall be worked back from the face and the concrete forced under and around the reinforcement bars without displacing them. b. Depositing large quantities at one point and running or working it along the forms will not be allowed. 13. Concrete shall be deposited in the forms in layers of suitable depth but not more than thirty- six inches (36") in thickness, unless otherwise directed by the Owner. 14. An approved retarding agent shall be used to control stress cracks and/or unauthorized cold joints in mass placements where differential settlement and/or setting time may induce stress cracking. B. Temperature and Time Allowances 1. The minimum temperature of all concrete at the time of placement shall be not less than 50° F. 2. The consistency of the concrete as placed should allow the completion of all finishing operations without the addition of water to the surface unless in accordance with section 03 35 29.13 CONCRETE FINISHING. 3. The maximum time interval between the addition of cement to the batch, and the placing of concrete in the forms shall not exceed the time in Table 10: Table 10 Maximum Time Interval between Addition of Cement to Placing Air or Concrete Temperature Maximum Time Non -Agitated Concrete Up to 80° F 30 minutes Over 80° F 15 minutes Agitated Concrete 90° F or above 45 minutes 75° F to 89° F 60 minutes 35° F to 74° F 90 minutes 4. The use of an approved retarding agent in the concrete will permit the extension of each of the temperature -time maximums shown in Table 10: CONCRETE STRUCTURES 25069 - City of Corpus Christi Detention Center 033111-25 July 31, 2025 a. Thirty (30) minutes for direct traffic culverts, b. One (1) hour for all other concrete except that the maximum time shall not exceed thirty (30) minutes for non -agitated concrete. 5. The sequence of successive layers or adjacent portions of concrete shall be such that they can be vibrated into a homogenous mass with the previously placed concrete without a cold joint. a. Not more than one (1) hour shall elapse between adjacent or successive placement of concrete. b. Authorized construction joints shall be avoided by placing all concrete between the authorized joints in one (1) continuous operation. 6. Consolidation a. All concrete shall be well consolidated and the mortar flushed to the form surfaces by continuous working with immersion type vibrators. b. Vibrators that operate by attachment to forms or reinforcement will not be permitted, except on steel forms. c. At least one (1) stand-by vibrator shall be provided for emergency use in addition to the ones required for placement. d. The concrete shall be vibrated immediately after deposit. e. Prior to the beginning of work, a systematic spacing of the points of vibration shall be established to insure complete consolidation and through working of the concrete around the reinforcement, embedded fixtures, and into the corners and angles of the forms. f. Immersion type vibrators shall be inserted vertically, at point eighteen inches (18) to thirty inches (30) apart, and slowly withdrawn. g. The vibrator may be inserted in a sloping or horizontal position in shallow slabs. h. The entire depth of each lift shall be vibrated, allowing the vibrator to penetrate several inches into the preceding lift. i. Concrete along construction joints shall be thoroughly consolidated by operating the vibrator along and close to but not against the joint surface. j. The vibration shall continue until thorough consolidation, and complete embedment of reinforcement and fixtures is produced, but not long enough to cause segregation. k. Vibration may be supplemented by hand spading or rodding, if necessary, to insure the flushing of mortar to the surface of all forms. 7. Slab concrete shall be mixed in a Plant located off the structure. a. Carting or wheeling concrete batches over completed slabs will not be permitted until they have aged at least four full curing days. b. If carts are used, timber Planking will be required for the remainder of the curing period. c. Carts shall be equipped with pneumatic tires. d. Curing operations shall not be interrupted for the purpose of wheeling concrete over finished slabs. 8. After concrete has taken its initial set, at least one (1) curing day shall elapse before placing strain on projecting reinforcement to prevent damage to the concrete. C. Placing Concrete in Cold Weather 1. General a. Concrete shall be placed as recommended in ACI 306. CONCRETE STRUCTURES 25069 - City of Corpus Christi Detention Center 033111-26 July 31, 2025 b. The Contractor is responsible for the protection of concrete placed under any and all weather conditions. c. Permission given by the Owner for placing during freezing weather will in no way relieve the Contractor of the responsibility for producing concrete equal in quality to that placed under normal conditions. d. Should concrete placed under such conditions prove unsatisfactory, it shall be removed and replaced at no additional cost. 2. Cast -in -Place Concrete a. Concrete may be placed when the atmospheric temperature is not less than 40° F and rising. b. Concrete shall not be placed in contact with any material coated with frost or having a temperature less than 32° F. c. When required, in order to produce the minimum specified concrete temperature, the aggregate and/or the water shall be heated uniformly, in accordance with the following: 1) The water temperature shall not exceed 180° F, and/or the aggregate temperature shall not exceed 150° F. 2) The heating apparatus shall heat the mass of aggregate uniformly. 3) The temperature of the mixture of aggregates and water shall be between 50° F and 85° F before introduction of the cement. d. All concrete shall be effectively protected as follows: 1) Slab Concrete a) The temperature of all unformed surfaces shall be maintained at 50° F or above for a period of 72 hours from time of placement and above 40° F for an additional 72 hours. 2) Piers, Culverts walls, Retaining walls, Parapets, Wing walls, Bottoms of Slabs, and Other Similar Formed Concrete a) The temperature at the surface of all concrete shall be maintained at 40° F or above for a period of 72 hours from time of placement. b) The temperature of all concrete, including the bottom slabs of culverts placed on or in the ground, shall be maintained above 50° F for a period of 72 hours from time of placement. 3) Protection shall consist of providing additional covering, insulated forms or other means, and if necessary, supplementing such covering with artificial heating. 4) Curing as specified in Section 03 39 11 CONCRETE CURING shall be provided during this period until all requirements for curing have been satisfied. 5) When impending weather conditions indicate the possibility of the need for such temperature protection, all necessary heating and covering material shall be on hand ready for use before placement. 6) Sufficient extra test specimen will be made and cured with the placement to ascertain the condition of the concrete as placed prior to form removal and acceptance. 3. Precast Concrete a. A fabricating Plant for precast products which has adequate protection from cold weather in the form of permanent or portable framework and covering, which protects the CONCRETE STRUCTURES 25069 - City of Corpus Christi Detention Center 033111-27 July 31, 2025 concrete when placed in the forms, and is equipped with approved steam curing facilities, may place concrete under any low temperature conditions provided: 1) The framework and covering are placed and heat is provided for the concrete and the forms within one (1) hour after the concrete is placed. 2) This shall not be construed to be one (1) hour after the last concrete is placed, but that no concrete shall remain unprotected longer than one (1) hour. 3) For fabricating Plants without the above facilities and for job site precast products, the requirements of Section 03 39 11 CONCRETE CURING will apply. D. Placing Concrete in Hot Weather 1. Extra care shall be taken to reduce the temperature of the concrete being placed and to prevent rapid drying of newly placed concrete. 2. When the outdoor ambient temperature is more than 90°F, the temperature of the concrete as placed shall not exceed 90°F. 3. When high temperatures, low humidity and dry winds create conditions suitable for plastic cracking, an evaporation retarder may be required to be applied by spray one or more times during the finishing operation. 4. A fog spray shall be used during finishing operations. 5. Curing shall be started as soon as the surface of the fresh concrete is sufficiently hard to permit it without damage. E. Placing Concrete in Water 1. Concrete shall be deposited in water only when specified on the Drawings or with written permission by the Owner. a. Its surface shall be kept approximately level during placement. 2. The forms or cofferdams shall be sufficiently tight to prevent any water current passing through the space in which the concrete is being deposited. 3. Pumping will not be permitted during the concrete placing, nor until it has set for at least thirty-six (36) hours. 4. The concrete shall be placed with a tremie, closed bottom -dump bucket, or other approved method, and shall not be permitted to fall freely through the water nor shall it be disturbed after it has been placed. a. Tremie 1) The tremie shall consist of a watertight tube fourteen inches (14") or less in diameter. 2) It shall be constructed so that the bottom can be sealed and opened after it is in place and fully charged with concrete. 3) It shall be supported so that it can be easily moved horizontally to cover all the work area and vertically to control the concrete flow. 4) The placing operations shall be continuous until the work is complete. b. Bottom -dump Buckets 1) Bottom -dump buckets used for underwater placing shall have a capacity of not less than one-half cubic yard (1/2 cubic yard). 2) It shall be lowered gradually and carefully until it rests upon the concrete already placed and raised very slowly during the upward travel; the intent being to maintain still water at the point of discharge and to avoid agitating the mixture. 3) The placing operations shall be continuous until the work is complete. CONCRETE STRUCTURES 25069 - City of Corpus Christi Detention Center 033111-28 July 31, 2025 F. Placing Concrete in Box Culverts 1. In general, construction joints will be permitted only where shown on the Drawings. 2. Where the top slab and walls are placed monolithically in culverts more than four -feet (4') in clear height, an interval of not less than one (1) nor more than two (2) hours shall elapse before placing the top slab to allow for shrinkage in the wall concrete. 3. The base slab shall be finished accurately at the proper time to provide a smooth uniform surface. 4. Top slabs which carry direct traffic shall be finished as specified for roadway slabs in Section 03 35 11 CONCRETE FINISHING. 5. Top slabs of fill type culverts shall be given a reasonable smooth float finish. G. Placing Concrete in Foundations and Substructures 1. Concrete shall not be placed in footings until the depth and character of the foundation has been inspected by the Owner and permission has been given to proceed. 2. Placing of concrete footings upon seal courses will be permitted after the caissons or cofferdams are free from water and the seal course cleaned. 3. Any necessary pumping or bailing during the concreting operation shall be done from a suitable sump located outside the forms. 4. All temporary wales or braces inside cofferdams or caissons shall be constructed or adjusted as the work proceeds to prevent unauthorized construction joints in footings or shafts. 5. When footings can be placed in a dry excavation without the use of cofferdams or caissons, forms may be omitted, if desired by the Contractor and approved by the Owner, and the entire excavation filled with concrete to the elevation of the top of footing. a. Note: Measurement for payment will be based on the footing dimensions as shown on the Drawings. 3.12 EPDXY A. General Precaution 1. The Contractor is advised to become familiar with type of epoxy, method of application, and its basic limitations prior to using the epoxy. B. Bond New Concrete to Existing Concrete 1. Surface Preparation a. The existing concrete or structural surface to which the new concrete is to be bonded shall be roughened and cleaned. b. The existing surface shall be made free from dust, laitance, grease, curing compounds, waxes and all foreign material. c. Cleaning shall be done in strict accordance with manufacturer instructions. 1) Washing will not be allowed, unless authorized by Owner. d. During application of bonding compound, surface may be dry, moist, or wet, but surface shall be free of standing water. 2. Proportioning and Mixing a. The epoxy shall be mixed in accordance with the manufacturer's instructions. b. The epoxy shall be used in a neat condition (without aggregate filler). 3. Application of Epoxy CONCRETE STRUCTURES 25069 - City of Corpus Christi Detention Center 033111-29 July 31, 2025 a. The epoxy -bonding compound shall be applied in strict accordance with manufacturer instructions. b. Area adjacent to work shall be cleaned free of epoxy spills as to provide a neat appearance before work will be accepted. C. Concrete Overlay 1. The concrete overlay shall be in accordance with the Drawings and this section. 2. The concrete overlay shall be applied over the epoxy within a period of time that shall not exceed sixty percent (60%) of the tack free time of the epoxy. a. It is important for the Contractor to note that these times vary with the temperature and pot time. b. The allowable times must be determined from the tack free times that are provided by the manufacturer. 3. If the allowable period of time is allowed to elapse before concrete overlay can be placed, another layer of epoxy shall be applied prior to placement of the concrete. D. Epoxy Grout for patch to non -horizontal surfaces to concrete: 1. Surface Preparation a. The existing concrete or structural surface to be bonded to shall be cleaned. b. The existing surface shall be made free from dust, laitance, grease, curing compounds, waxes and all foreign material. c. Cleaning shall be done in strict accordance with manufacturer instructions. 1) Washing will not be allowed, unless authorized by Owner. d. During application of bonding compound, surface may be dry, moist, or wet, but surface shall be free of standing water, unless otherwise recommended by manufacturer 2. Proportioning and Mixing a. The epoxy shall be mixed in accordance with the manufacturer instruction. b. The epoxy may be mixed with dry masonry sand. c. Sand shall conform to ASTM C-144 with 100% passing a No. 8 sieve and not more than 15% to 35% passing a No. 50 mesh sieve. d. The amount of sand filler shall not exceed 3/4 to 1 (loose sand to epoxy by volume). 3. Application a. Epoxy shall be applied in strict accordance with manufacturer instructions. b. Area adjacent to work shall be cleaned free of epoxy spills as to provide a neat appearance before work will be accepted. END OF SECTION 03 31 11 CONCRETE STRUCTURES 25069 - City of Corpus Christi Detention Center 033111-30 July 31, 2025 SECTION 03 35 11- CONCRETE FINISHING PART 1- GENERAL 1.01 DESCRIPTION A. This specification shall govern work required for the finishing of concrete as required to complete the project. 1.02 RELATED SECTIONS A. 03 31 11 CONCRETE STRUCTURES 1.03 REFERENCES The latest edition of the referenced item below shall be used. A. Texas Department of Transportation (TxDOT) Standard Specification for Construction and Maintenance of Highways, Streets, and Bridges Item 427, Surface Finishes for Concrete B. American Concrete Institute 1.04 SUBMITTALS A. Product Information 1. Clearly indicate within submittal that the product is in compliance with this and related Sections. PART 2 - PRODUCTS 2.01 GENERAL A. All equipment, tools, and machinery used and performing any part of the work shall be maintained in such condition to insure completion of the work under way without excessive delays for repairs or replacements. 2.02 SCREED A. The screed shall be designed rigid enough to hold true to shape and shall have sufficient adjustments to provide for the required camber. B. A vibrating screed may be used if heavy enough to prevent undue distortion. C. The screed shall be provided with a metal edge. 2.03 HAND OPERATED FOGGING EQUIPMENT A. Shall be capable of producing a fine mist, not a spray. CONCRETE FINISHING 25069 - City of Corpus Christi Detention Center 03 35 11- 1 July 31, 2025 B. Equipment shall pump water or water and air under high pressure through a suitable atomizing nozzle. C. Shall be portable enough to use in the direction of any prevailing wind and adaptable for intermittent use to prevent excessive wetting of the concrete. PART 3 - EXECUTION 3.01 GENERAL INFORMATION A. All Work shall be in accordance with the Contract, Specifications, Drawings, Manufacturer recommendations, and industry standards. 1. In the event that a requirement conflicts with another the more stringent requirement shall be followed, unless directed otherwise by the Owner. B. When field conditions are such that additional moisture is needed for the final concrete surface finishing operation, the required water shall be applied to the surface by fog spray only, and shall be held to a minimum. 3.02 TREATMENT AND FINISHING OF HORIZONTAL SURFACES EXCEPT ROADWAY SLABS A. All uniformed upper surfaces shall be struck off to grade and finished. B. The use of mortar topping for surfaces under this classification will not be permitted. C. After the concrete has been struck off, the surface shall be floated with a suitable float. D. Sidewalks 1. Shall be given a broom finish or may be stripped with a brush, as indicated on the Drawings or specified by the Owner. 2. Finish shall be perpendicular to the centerline providing a slip resistant surface. E. Other surfaces 1. Shall be float finished and stripped with a fine brush leaving a fine-grained texture. 3.03 FINISH OF ROADWAY SLABS A. As soon as the concrete has been placed and vibrated in a section of sufficient width to permit working, the surface shall be approximately leveled, struck off and screed, carrying a slight excess of concrete ahead of the screed to insure filling of all low spots. B. Screed 1. The surface of the concrete shall be screed a sufficient number of times and at such intervals to produce a uniform surface, true to grade and free of voids. 2. Longitudinal screeds shall be moved across the concrete with a saw -like motion while their ends rest on headers or templates set true to the roadway grade or on the adjacent finished slab. CONCRETE FINISHING 25069 - City of Corpus Christi Detention Center 03 35 11- 2 July 31, 2025 3. If necessary, the screed surface shall be worked to smooth finish with a long handled wood or metal float of the proper size, or hand floated from bridges over the slab. C. When required by the Owner, the Contractor shall perform sufficient checks with a long handled ten -foot (10') straightedge on the plastic concrete to insure that the final surface will be within the tolerances specified below. 1. The check shall be made with the straightedge parallel to the centerline. 2. Each pass thereof shall lap half of the preceding pass. 3. Ordinates of irregularities measured from the face of the straight -edge to the surface of the slab shall not exceed one -eighth of an inch (1/8") in depth shall be filled with fresh concrete and floated, making proper allowances for camber, vertical curvature and surface texture. 4. Occasional variations, not exceeding three -sixteenth of an inch (3/16") will be acceptable, if in the opinion of the Owner it will not affect the riding qualities. 5. The checking and floating shall be continued until the surface is true to grade and free of depressions, high spots, voids or rough spots. D. Rail support holes shall be filled with concrete and finished to match the top of the slab. E. Finish 1. Upon completion of the floating and/or straight edging and before the disappearance of the moisture sheen, the surface shall be given a finish as indicated within the Drawings or as directed by the Owner. 2. Should the texture depth fall below that intended, the finishing procedures shall be revised to produce the desired texture. F. In all roadway slab finishing operations, camber for specified vertical curvature and transverse slopes shall be provided. 3.04 FINISHING EXPOSED SURFACES A. Concrete shall be finished as required for the respective items or as otherwise specified on the Drawings. B. An ordinary surface finish shall be applied to all concrete surfaces either as a final finish or preparatory to a higher finish. C. Ordinary Surface Finish shall be as follows: 1. After form removal, all porous or honeycombed areas and spalled areas shall be corrected by chipping away all loose or broken material to sound concrete. 2. Featheredges shall be eliminated by cutting a face perpendicular to the surface. 3. Shallow cavities shall be repaired using adhesive grout or epoxy grout. 4. If judged repairable by the Owner, large defective areas shall be corrected using concrete or other material approved by the Owner. CONCRETE FINISHING 25069 - City of Corpus Christi Detention Center 03 35 11- 3 July 31, 2025 5. Holes and spalls caused by removal of metal ties, etc., shall be cleaned and filled with adhesive grout or epoxy grout. 6. Exposed parts of metal chairs on surfaces to be finished by rubbing, shall be chipped out to a depth of one-half inch (1/2") and the surface repaired. 7. All fines, runs, drips or mortar shall be removed from surfaces that remain exposed. 8. Form marks and chamfer edges shall be smoothed by grinding and/or dry rubbing. 9. Grease, oil, dirt, curing compound, etc., shall be removed from surfaces requiring a higher grade of finish. 10. Discolorations resulting from spillage or splashing of asphalt, paint or other similar material shall be removed. 11. Repairs shall be dense, well bonded and properly cured, and when made on surfaces that remain exposed and do not require a higher finish, shall be finished to blend with the surrounding concrete. END OF SECTION 03 35 11 CONCRETE FINISHING 25069 - City of Corpus Christi Detention Center 033511-4 July 31, 2025 SECTION 03 35 40 - SEALED CONCRETE FLOOR FINISHING (SC1) PART 1— GENERAL 1.01 SECTION INCLUDES A. Installation of acrylic concrete sealer to new concrete. 1.02 RELATED SECTIONS A. Section 03 30 00 — Cast -in -Place Concrete B. Division 09 — Finishes 1.03 REFERENCES A. ACI 310 — Guide to Decorative Concrete 1.04 SUBMITTALS A. Comply with Section 00 73 00 — Submittal Procedures. 1. Manufacturer's chemical and product data sheets for: a. Acrylic concrete sealer B. Installer's Certification: 1. Provide list of 5 completed projects performed with last three years of similar type, size and complexity. Submit project names, addresses, contacts and phone numbers for each project. General Contractor is to validate references and contractor's capabilities prior to submitting bid. 1.05 QUALITY ASSURANCE A. Regulatory Requirements: 1. Accessibility Requirements: Comply with applicable requirements of the Texas Accessibility Standards and Americans with Disabilities Act Accessibility Guidelines (ADAAGs) for Buildings and Facilities; Final Guidelines, revisions, and updates for static coefficient of friction for walkway surfaces. 2. Environmental Requirements: Comply with current Federal and local toxicity and air quality regulations and with Federal requirements on content of lead, mercury, and other heavy metals. Do not use solvents in floor polish products that contribute to air pollution or impact food quality. B. Manufacturer Qualifications: SEALED CONCRETE FLOOR FINISHING (SC1) 25069 - City of Corpus Christi Detention Center 033540-1 July 31, 2025 1. A firm with a minimum of 5 years of experience in manufacturing concrete floor sealing systems. 2. Firm shall have completed work similar in material, design, and extent to that indicated for this Project with a record of successful in-service performance. C. Pre -installation Meeting: 1. General contractor shall schedule and convene a pre -installation meeting at the project site before start of installation of sealed concrete floor system. 2. Require attendance of parties directly affecting work of this section, including: 3. Owner's Representative 4. Architect 5. General Contractor 6. Sealing Subcontractor including Project Manager and Foreman 7. Meeting agenda to include (but not limited to): Review of existing conditions, surface preparation, system installations, field quality control, protection, environmental requirements, coordination with other work, controls to limit damage from dust and field quality control methods and reporting. 8. Unacceptable finishes include blisters, cracking, curling, delamination, surface discoloration, efflorescence, pop outs, scaling, and spalling. 1.06 MOCK-UP A. Provide benchmark mock-up to verify finish indicated and to demonstrate aesthetic effects and set quality standards for materials and execution, i.e., typical joints, surface finish, color variation (if any), and standard of workmanship. B. Notify the Architect seven days in advance of date and time when mock-up will be constructed. C. Provide a sealed concrete floor finish mock-up, a minimum of 100 sq feet (0.10764 sq cm), illustrating completed sealed floor. No grinding is necessary. D. Mock-up will include properly installed repairs per section 03 30 00. E. Locate mock-up where directed by the Architect. F. If the Architect determines that mock-up does not meet requirements, re -finish floor sample in new location until mock-up is approved. G. Accepted mock-up will serve as standard to judge quality and workmanship of completed concrete floor finish. H. Accepted mock-up shall remain as part of finished product. SEALED CONCRETE FLOOR FINISHING (SC1) 25069 - City of Corpus Christi Detention Center 033540-2 July 31, 2025 1.07 PROJECT CONDITIONS A. Sequence application of concrete grinding and sealing until post completion of other construction activities that would be damaging to the completed concrete finish. B. Close areas to traffic during and after floor application for time period recommended in writing by manufacturer. PART 2 — PRODUCTS AND EQUIPMENT 2.01 MATERIALS A. Water Based Acrylic Concrete Sealer 25% Solids or Higher 1. SUPER AQUA -CURE VOX by Euclid Chemical 2. DRESS & SEAL WB 30 by Laticrete 3. DECRA-SEAL W/B by W.R. Meadows 4. Substitutions by approval only. PART 3 — EXECUTION 3.01 EXAMINATION A. Examine floor to receive sealed concrete floor system. B. Notify the Architect of conditions that would adversely affect installation or subsequent use prior to commencement. C. Do not begin surface preparation or installation until conditions are corrected and approved. 3.02 SURFACE PREPARATION A. Protection: Protect surrounding areas and adjacent surfaces from the following: 1. Contact with overspray of sealer. B. Clean Surfaces: Remove dirt, dust, debris, oil, grease, curing agents, bond breakers, paint, 1. coatings, and other surface contaminants, which could adversely affect installation of sealed concrete floor system. C. Fill concrete joints in accordance with specification requirements prior to installation of any sealer. Failure to install joint filler will cause failure as the sealer will bond to the side wall of the joint which will prevent joint sealant from bonding correctly. 3.03 INSTALLATION A. Repair all cracks and existing conditions or damage prior to installation of the sealed concrete flooring. SEALED CONCRETE FLOOR FINISHING (SC1) 25069 - City of Corpus Christi Detention Center 033540-3 July 31, 2025 B. Install sealed concrete floor system in accordance with manufacturer's instructions at locations indicated on the Drawings. C. New Concrete Floor Sealing Only: 1. Clean floor thoroughly using an auto -scrubber and allow to completely dry per manufacturer's instructions. 2. Apply Sealer: a. Apply sealer per manufacturer's instructed coverage rate using sprayers to insure consistent application. b. Apply a second coat within the manufacturer's approved recoat time frame. c. Per manufacturer's instructions, remove or spread excess product completely from areas of over application. d. If required, use manufacturer's approved non -slip additive to achieve a non -slip floor finish. 3.04 FIELD QUALITY CONTROL A. Inspect completed sealed concrete floor system with Architect for compliance and comparison with mock-up. Correct any deficiencies noted. B. Review procedures with Architect to correct unacceptable areas of completed sealed concrete floor system. 3.05 PROTECTION A. Protect completed sealed concrete floor system from damage until Substantial Completion. 1. Prohibit parking of vehicles on concrete slab. 2. If construction equipment must be used for overhead construction, the General Contractor is to require that all trades diaper components that might drip oil, hydraulic fluid, or other liquids. 3. Prohibit pipe cutting or threading using machinery on concrete slab. 4. Prohibit temporary placement and storage of steel members on concrete slab. 5. Cover concrete floors with drop cloths or use breathable drop cloths during painting. If paint is spilled on concrete floor, remove paint immediately. 6. Protect completed sealed concrete surface from standing moisture for 72 hours to prevent re -emulsification of surface treatment prior to cure B. Immediately remove mortar splatter, spilled liquids, oil, grease, paint, coatings, and other surface contaminants that could adversely affect completed sealed concrete floor system. C. Repair damaged areas of completed sealed concrete floor system to satisfaction of the Architect. SEALED CONCRETE FLOOR FINISHING (SC1) 25069 - City of Corpus Christi Detention Center 033540-4 July 31, 2025 D. Protect finished work until project is turned over to the Owner. END OF SECTION 03 35 40 SEALED CONCRETE FLOOR FINISHING (SC1) 25069 - City of Corpus Christi Detention Center 033540-5 July 31, 2025 SECTION 03 39 11- CONCRETE CURING PART 1- GENERAL 1.01 DESCRIPTION A. This specification shall govern work required for the curing of concrete as required to complete the project. 1.02 RELATED SECTIONS A. 03 31 11 CONCRETE STRUCTURES 1.03 REFERENCES The latest edition of the referenced item below shall be used. A. American Concrete Institute (ACI) 318, Building Code Requirements for Structural Concrete B. Texas Department of Transportation Departmental Material Specification DMS-4650, "Hydraulic Cement Concrete Curing Materials and Evaporation Retardants" C. AASHTO Method T-26, "Standard Method of Test for Quality of Water to be used in Concrete" 1.04 SUBMITTALS A. Product Information 1. Clearly indicate within submittal that the product is in compliance with this and related Section(s). PART 2 - PRODUCTS 2.01 MEMBRANE CURING A. Membrane curing materials shall comply with Texas Department of Transportation (TxDOT) Departmental Material Specification DMS-4650. B. It shall be of such consistency that it can be satisfactorily applied as a fine mist through an atomizing nozzle by means of approved pressure spraying equipment at atmospheric temperatures above 40° Fahrenheit. C. It shall be of such nature that it will not produce permanent discoloration of concrete surfaces nor react deleteriously with the concrete or its components. D. Type 1 compound shall contain a fugitive dye that will be distinctly visible not less than four (4) hours nor more than seven (7) days after application. E. The compound shall produce a firm, continuous, uniform moisture impermeable film free from pinholes and shall adhere satisfactorily to the surfaces of damp concrete. CONCRETE CURING 25069 - City of Corpus Christi Detention Center 033911-1 July 31, 2025 F. It shall, when applied to the damp concrete surface, at the rate of coverage specified herein, dry to touch in not more than four (4) hours and shall adhere in a tenacious film without running off or appreciable sagging. G. It shall not disintegrate, check, peel or crack during the required curing period. H. The compound shall not peel or pick up under traffic and shall disappear from the surface of the concrete by gradual disintegration. I. The compound shall be delivered to the job only in the manufacturer's original containers, which shall be clearly labeled with the manufacturer's name, the trade name of the material, and a batch number or symbol with which test samples may be correlated. J. Percentage loss shall be defined as the water lost after the application of the curing material was applied. K. The permissible percentage moisture loss (at the rate of coverage specified herein) shall not exceed the following: 1. 24 hours after application 2 percent (2%) 2. 72 hours after application 4 percent (4%) L. Type 1 (Resin Base Only) curing compound will be permitted for slab concrete in bridge decks and top slabs of direct traffic culverts. 2.02 MAT CURING A. Wet Mat 1. Shall be one (1) of the following: a. Cotton mats shall be used for this curing method. b. Damp burlap blankets made from nine -ounce stock 2.03 WATER A. Water for use in curing shall be free from oils, acids, organic matter or other deleterious substances and shall not contain more than 1000 parts per million of chlorides as CL nor than 1000 parts million of sulfates as SO4. B. Water from municipal supplies approved by the State Health Department will not require testing, but water from other sources will be sampled and tested before use. C. Tests shall be made in accordance with AASHTO Method T-26, except where such methods are in conflict with provisions of this specification. D. Seawater will not be permitted. E. Water that stains or leaves an unsightly residue shall not be used. PART 3 - EXECUTION CONCRETE CURING 25069 - City of Corpus Christi Detention Center 03 39 11- 2 July 31, 2025 3.01 GENERAL INFORMATION A. All Work shall be in accordance with the Contract, Specifications, Drawings, Manufacturer recommendations, and industry standards. 1. In the event that a requirement conflicts with another the more stringent requirement shall be followed, unless directed otherwise by the Owner. B. The Contractor shall inform the Owner fully of the methods and procedures proposed for curing; shall provide the proper equipment and material in adequate amounts, and shall have the proposed method, equipment and material approved prior to placing concrete. C. Inadequate curing and/or facilities therefore shall be cause for the Owner to stop all construction on the job until remedial action is taken. 3.02 CURING PERIOD A. All concrete shall be cured for a period of seven (7) curing days except as noted below: Table 1 Curing Days of Selected Concrete Description Required Curing Top slabs of Direct Traffic Fourteen (14) curing days (Type I or III cement) Culverts Ten (10) curing days (Type 11 cement) Concrete Piling (non -prestressed) Ten (10) curing days B. When the air temperature is expected to drop below thirty-five (35) degrees Fahrenheit, the water curing mats shall be covered with polyethylene sheeting, burlap -polyethylene blankets or other material to provide the protection required by Article "Placing Concrete in Cold Weather" of these specifications. C. A curing day is defined as a calendar day when the temperature, taken in the shade away from artificial heat, is above fifty (50) degrees Fahrenheit for at least nineteen (19) hours, (colder days if satisfactory provisions are made to maintain the temperature at all surfaces of the concrete above forty (40) degrees Fahrenheit for the entire twenty-four (24) hours). D. The required curing period shall begin when all concrete therein has attained its initial set. 3.03 CURING METHODS A. The following methods are permitted for curing concrete subject to the restrictions of Table 2 and the following requirements for each method of curing: 1. Form Curing a. When forms are left in contact with the concrete, other curing methods will not be required except for cold weather protection. 2. Water Curing a. General CONCRETE CURING 25069 - City of Corpus Christi Detention Center 033911-3 July 31, 2025 1) All exposed surfaces of the concrete shall be kept wet continuously for the required curing time. b. Wet Mat 1) Mat curing of concrete is allowed where permitted by Table 2 in this specification or where otherwise approved by the Owner. 2) They shall be placed as soon as possible after the surface has sufficiently hardened to prevent damage to the concrete. 3) The mats shall be weighted down adequately to provide continuous contact with all concrete surfaces where possible. 4) The surfaces of the concrete shall be kept wet for the required curing time. 5) Surfaces which cannot be cured by contact shall be enclosed with mats, anchored positively to the forms, or to the ground, so that outside air cannot enter the enclosure. 6) Sufficient moisture shall be provided inside the enclosure to keep all surfaces of the concrete wet. c. Water Spray a) This method shall consist of overlapping sprays or sprinklers that keeps all unformed surfaces continuously wet. d. Ponding 1) This method requires the covering of the surfaces with a minimum of two-inches(2") of approved clean granular sand material, kept wet at all times, or a minimum of one - inch depth of water. 2) Satisfactory provisions shall be made to provide a dam to retain the water or saturated sand. 3. Membrane Curing a. This consists of curing concrete pavement, concrete pavement (base), curbs, gutters, retards, sidewalk, driveways, medians, islands, concrete riprap, cement stabilized riprap, concrete structures and other concrete as indicated on the Drawings by impervious membrane method. b. Unless otherwise provided herein or shown on the Drawings, either Type 1 or Type 2 membrane curing compound may be used where permitted except that Type 1 (Resin Base Only) will be permitted for slab concrete in bridge decks and top of direct traffic culverts. c. Membrane curing shall be applied to dry surfaces, but shall be applied just after free moisture has disappeared. d. Formed surfaces and surfaces which have been given a first rub shall be dampened and shall be moist at the time of application of the membrane. CONCRETE CURING 25069 - City of Corpus Christi Detention Center 033911-4 July 31, 2025 J• e. When membrane is used for complete curing, the film shall remain unbroken for the minimum curing period specified. f. Membrane which is damaged shall be corrected immediately by reapplication of membrane. g• Unless otherwise noted herein or on the Drawings, the choice of membrane type shall be at the option of the Contractor. h. Only one (1) type of curing compound will be permitted on any one (1) structure. i. The membrane curing compound shall be applied after the surface finishing has been completed, and immediately after the free surface moisture has disappeared. The surface shall be sealed with a single uniform coating of curing compound applied at the rate of coverage recommended by the manufacturer and directed by the Owner, but not less than one (1) gallon per 180 square feet of area. 1<. The Contractor shall provide satisfactory means and facilities to properly control and check the rate of applications of the compound. 1. The compound shall be thoroughly agitated during its use and shall be applied by means of approved mechanical power pressure sprayers. m. The sprayers used to apply the membrane to concrete pavement or concrete pavement (base) shall travel at uniform speed along the forms and be mechanically driven. n. The equipment shall be of such design that it will insure uniform and even application of the membrane material. o. The sprayers shall be equipped with satisfactory atomizing nozzles. p• q. Only on small miscellaneous items will the Contractor be permitted to use hand -powered spray equipment. For all spraying equipment, the Contractor shall provide facilities to prevent the loss of the compound between the nozzle and the concrete surface during the spraying operations. r. The compounds shall not be applied to a dry surface and if the surface of the concrete has become dry, it shall be thoroughly moistened prior to application of membrane by fogging or mist application. s. Sprinkling or coarse spraying will not be allowed. t. At locations where the coating shows discontinuities, pinholes, or other defects; or if rain falls on the newly -coated surface before the film has dried sufficiently to resist damage, an additional coat of the compound shall be applied immediately at the same rate of coverage specified herein. u. To insure proper coverage, the Owner shall inspect all treated areas after application of the compound for the period of time designated in the governing specification for curing, either for membrane curing or for other methods. CONCRETE CURING 25069 - City of Corpus Christi Detention Center 033911-5 July 31, 2025 1) Should the foregoing indicate that any area during the curing period is not protected, an additional coat or coats of the compound shall be applied immediately, and the rate of application of the membrane compound shall be increased until all areas are uniformly covered. v. When temperatures are such as to warrant protection against freezing, curing by this method shall be supplemented with an approved insulating material capable of protecting the concrete for the specified curing period. w. If at any time there is reason to believe that this method of curing is unsatisfactory or is detrimental to the work, the Contractor, when notified, shall immediately cease the use of this method and shall change to curing by one of the other methods specified under this contract. B. The following methods are permitted for curing concrete subject to the restrictions of Table 2 and the following requirements for each method of curing: Table 2 Curing Method REQUIRED PERMITTED Structure Unit Description Water for Curing Membrane for Interim Curing Water for Curing Membran e for Interim Curing Top slabs of direct traffic culverts X X Top surface of any concrete unit upon which concrete is to be placed and bonded at a later interval (Stub walls, risers, etc.) Other superstructure concrete (wing walls, parapet walls, etc.) X Concrete pavement, curbs, gutters, retards, sidewalks, driveways, medians, islands, concrete structures, concrete riprap, etc. X* X* All substructure concrete, culverts, box sewers, inlets, manholes, retaining walls X* X* * Polyethylene sheeting, burlap polyethylene mats, or laminated mats to prevent outside air from entering will be considered equivalent to water or membrane curing. END OF SECTION 03 39 11 CONCRETE CURING 25069 - City of Corpus Christi Detention Center 033911-6 July 31, 2025 SECTION 04 20 00 - UNIT MASONRY PART 1- GENERAL 1.01 SECTION INCLUDES A. Concrete block. B. Mortar and grout. C. Reinforcement and anchorage. D. Flashings. E. Lintels. F. Accessories. 1.02 RELATED REQUIREMENTS A. Windstorm Construction Requirements referenced in drawings. B. Section 05 50 00 - METAL FABRICATIONS: Loose steel lintels. C. Section 071917 - Anti -Graffiti Coatings: Anti -Graffiti coatings surface -applied to unit masonry assemblies. D. Section 07 21 00 - THERMAL INSULATION: Insulation for cavity spaces. E. Section 072720 - Fluid Applied Air Barriers: Fluid air barriers applied to the exterior face of backing sheathing or unit masonry substrate. F. Section 07 62 00 - Sheet Metal Flashing and Trim: Through -wall masonry flashings. G. Section 07 92 00 - JOINT SEALANTS: Sealing control and expansion joints. H. Appendix Section "Testing Requirements" 1.03 PRICE AND PAYMENT PROCEDURES A. See Section 01 23 10 — Alternates and Allowances, for testing allowances affecting this section. 1.04 REFERENCE STANDARDS A. ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon -Steel Bars for Concrete Reinforcement; 2022. B. ASTM A951/A951M - Standard Specification for Steel Wire for Masonry Joint Reinforcement; 2022. C. ASTM C90 - Standard Specification for Loadbearing Concrete Masonry Units; 2023. D. ASTM C129 - Standard Specification for Nonloadbearing Concrete Masonry Units; 2023. UNIT MASONRY 25069 - City of Corpus Christi Detention Center 042000-1 July 31, 2025 E. ASTM C144 - Standard Specification for Aggregate for Masonry Mortar; 2018. F. ASTM C150/C150M - Standard Specification for Portland Cement; 2022. G. ASTM C207 - Standard Specification for Hydrated Lime for Masonry Purposes; 2018. H. ASTM C270 - Standard Specification for Mortar for Unit Masonry; 2019a, with Editorial Revision. I. ASTM C404 - Standard Specification for Aggregates for Masonry Grout; 2024. J. ASTM C476 - Standard Specification for Grout for Masonry; 2023. K. ASTM C979/C979M - Standard Specification for Pigments for Integrally Colored Concrete; 2016. L. ASTM C1072 - Standard Test Methods for Measurement of Masonry Flexural Bond Strength; 2022. M. ASTM C1314 - Standard Test Method for Compressive Strength of Masonry Prisms; 2023b. N. ASTM C1714/C1714M - Standard Specification for Preblended Dry Mortar Mix for Unit Masonry; 2019a. O. ASTM E514/E514M - Standard Test Method for Water Penetration and Leakage Through Masonry; 2020. P. BIA Technical Notes No. 7 - Water Penetration Resistance — Design and Detailing; 2017. Q. BIA Technical Notes No. 13 - Ceramic Glazed Brick Exterior Walls; 2017. R. TMS 402/602 - Building Code Requirements and Specification for Masonry Structures; 2022, with Errata (2024). 1.05 SUBMITTALS A. See Section 00 73 00 - Administrative Requirements for submittal procedures. B. Product Data: Provide data for masonry units, fabricated wire reinforcement, mortar, masonry accessories, and grout. C. Shop Drawings: Indicate pertinent dimensions, materials, anchorage, size and type of fasteners, and accessories for brickwork support system. D. Samples: Submit four samples of CMU units to illustrate color, texture, and extremes of color range. E. Manufacturer's Certificate: Certify that masonry units meet or exceed specified requirements. F. Manufacturer's Certificate: Certify that water repellent admixture manufacturer has certified masonry unit manufacturer as an approved user of water repellent admixture in the manufacture of concrete block. G. Test Reports: Concrete masonry manufacturer's test reports for units with integral water repellent admixture. UNIT MASONRY 25069 - City of Corpus Christi Detention Center 042000-2 July 31, 2025 1.06 QUALITY ASSURANCE A. Comply with provisions of TMS 402/602, except where exceeded by requirements of Contract Documents. 1. Maintain one copy of each document on project site. B. Fire -Resistance Ratings: Comply with requirements for fire -resistance -rated assembly designs indicated. 1. Where fire -resistance -rated construction is indicated, units are listed by UL or a qualified testing agency acceptable to authorities having jurisdiction. C. Windstorm Construction Requirements: Comply with the requirements of the Texas Windstorm Code including elements assembled to form the exterior wall and roof systems that are either directly loaded by the wind or receive wind loads originating at relatively close locations, and that transfer those loads to the main wind force resisting system. D. Installer Qualifications: Company specializing in performing work of the type specified and with at least five years of documented experience and approved by manufacturer. All masonry flashing installers must complete the International Masonry Institute Flashing Upgrade training course. 1.07 MOCK-UPS A. Construct a masonry wall as a mock-up panel sized 8 feet (2.4 m) long by 6 feet (1.8 m) high; include mortar, accessories, structural backup, reinforcement, wall openings, flashings (with lap joint, corner, and end dam), and weather barrier in mock-up. B. Locate where directed. C. Mock-up may not remain as part of work. 1.08 DELIVERY, STORAGE, AND HANDLING A. Deliver, handle, and store masonry units by means that will prevent mechanical damage and contamination by other materials. PART 2 - PRODUCTS 2.01 CONCRETE MASONRY UNITS A. Concrete Block: Comply with referenced standards and as follows: 1. Size: Standard units with nominal face dimensions of 16 by 8 inches (400 by 200 mm) and nominal depths as indicated on drawings for specific locations. 2. Special Shapes: Provide nonstandard blocks configured for corners, lintels, headers, control joint edges, and other detailed conditions. a. Provide square -edged units for outside corners unless otherwise indicated. UNIT MASONRY 25069 - City of Corpus Christi Detention Center 042000-3 July 31, 2025 3. Load -Bearing Units: ASTM C90, lightweight unless indicated otherwise. a. Unit Compressive Strength: Provide units with minimum average net -area compressive strength of 1900 psi. b. Exposed Faces: Manufacturer's standard color and texture. B. Ground Face (Burnished) and Split Face CMUs: ASTM C90, medium weight. 1. Basis of Design Product: Subject to compliance with requirements, provide Acme Featherlite Burnished (Ground Face) or Split Face CMU where indicated on drawings or comparable product by on of the following: a. Featherlite Building Products, Inc. b. Echelon Masonry. c. Best Block 2. Unit Compressive Strength: Provide units with minimum average net -area compressive strength of 1900 psi. 3. Size (Width): As indicated on Drawings, manufactured to dimensions 3/8 inch less than nominal dimensions. 4. Pattern, Texture and Colors: Ground Face (Burnished). Basis -of -Design - Best Block #300 "Island Sand" 5. Nonloadbearing Units: ASTM C129. a. Lightweight. 6. Units with Integral Water Repellent: Concrete block units as specified in this section with polymeric liquid admixture added to concrete masonry units at time of manufacture. a. Performance of Units with Integral Water Repellent: 1) Water Permeance: When tested per ASTM E514/E514M and for a minimum of 72 hours. (a) No water visible on back of wall above flashing at the end of 24 hours. (b) No flow of water from flashing equal to or greater than 0.032 gallons per hour (0.05 L per hour) at the end of 24 hours. (c) No more than 25 percent of wall area above flashing visibly damp at end of test. 2) Flexural Bond Strength: ASTM C1072; minimum 10 percent increase. 3) Compressive Strength: ASTM C1314; maximum 5 percent decrease. b. Use only in combination with mortar that also has integral water repellent admixture. c. Use water repellent admixtures for masonry units and mortar by a single manufacturer. UNIT MASONRY 25069 - City of Corpus Christi Detention Center 042000-4 July 31, 2025 2.02 MORTAR AND GROUT MATERIALS A. Portland Cement: ASTM C150/C150M, Type I; color as required to produce approved color sample. 1. Not more than 0.60 percent alkali. B. Hydrated Lime: ASTM C207, Type S. C. Mortar Aggregate: ASTM C144. D. Grout Aggregate: ASTM C404. E. Pigments for Colored Mortar: Pure, concentrated mineral pigments specifically intended for mixing into mortar and complying with ASTM C979/C979M. 1. Mortar Color: a. Ground Face (Burnished) or Split Face CMU: As selected by Architect from Manufacturer's full range of colors. b. Concrete Masonry Units: Natural color unless otherwise indicated on Drawings. F. Water: Clean and potable. G. Integral Water Repellent Admixture for Mortar: Polymeric liquid admixture added to mortar at the time of manufacture. 1. Use only in combination with masonry units manufactured with integral water repellent admixture. 2. Use only water repellent admixture for mortar from the same manufacturer as water repellent admixture in masonry units. 3. Meet or exceed performance specified for water repellent admixture used in masonry units. 4. Basis of Design Product: Subject to compliance with requirements, provide W.R. Grace & Co., Construction Products Division; Dry -Block or comparable product by one of the following: a. ACM Chemistries. b. Euclid Chemical Company (The); an RPM company. c. GCP Applied Technologies Inc. d. Master Builders Solutions. e. W.R. Grace & Co., Construction Products Division. H. Packaged Dry Material for Mortar for Unit Masonry: Premixed Portland cement, hydrated lime, and sand; complying with ASTM C1714/C1714M and capable of producing mortar of the specified strength in accordance with ASTM C270 with the addition of water only. 1. Type: Type N. UNIT MASONRY 25069 - City of Corpus Christi Detention Center 042000-5 July 31, 2025 2. Color: Standard gray. 3. Water-repellent mortar for use with water repellent masonry units. 2.03 REINFORCEMENT AND ANCHORAGE A. Reinforcing Steel: ASTM A615/A615M, Grade 60 (60,000 psi) (420 MPa), deformed billet bars; uncoated. B. Single Wythe Joint Reinforcement: ASTM A951/A951M. 1. Type: Truss or ladder. 2. Interior Walls: Hot -dip galvanized carbon steel. 3. Exterior Walls: Stainless Steel. 4. Wire Size for Side Rods: 9 5. Wire Size for Cross Rods: 9-gauge diameter. 6. Spacing of Cross Rods, Tabs, and Cross Ties: Not more than 16 inches o.c. C. Multiple Wythe Joint Reinforcement: ASTM A951/A951M. 1. Type: Truss. 2. Interior Walls: Hot -dip galvanized carbon steel. 3. Exterior Walls: Stainless Steel. 4. Wire Size for Side Rods: 9-gauge diameter. 5. Wire Size for Cross Rods: 9-gauge diameter. 6. Wire Size for Veneer Ties: 9-gauge diameter. 7. Spacing of Cross Rods, Tabs, and Cross Ties: Not more than 16 inches o.c. D. Adjustable Multiple Wythe Joint Reinforcement: ASTM A951/A951M. 1. Type: Truss or ladder, with adjustable ties or tabs spaced at 16 in (406 mm) on center. 2. Size ties to extend at least halfway through facing wythe but with at least 5/8 inch cover on outside face. Ties have hooks or clips to engage a continuous horizontal wire in the facing wythe. 3. Vertical adjustment: Not more than 1 1/4 inches (32 mm). 4. Maximum horizontal play of 1/16 inch E. Flexible Anchors: 2-piece anchors that permit differential movement between masonry and building frame, sized to provide not less than 5/8 inch (16 mm) of mortar coverage from masonry face. F. Masonry Veneer Anchors: 2-piece anchors that permit differential movement between masonry veneer and structural backup, stainless steel. UNIT MASONRY 25069 - City of Corpus Christi Detention Center 042000-6 July 31, 2025 1. Anchor plates: Not less than 0.075 inch (1.91 mm) thick, designed for fastening to structural backup through sheathing by two fasteners; provide design with legs that penetrate sheathing and insulation to provide positive anchorage. 2. Wire ties: Manufacturer's standard shape, 0.1875 inch (4.75 mm) thick. 3. Vertical adjustment: Not less than 3-1/2 inches (89 mm). 2.04 TIES AND ANCHORS A. General: Ties and anchors extend at least 1-1/2 inches into veneer but with at least a 5/8-inch cover on outside face. B. Materials: Provide ties and anchors specified in this article that are made from materials that comply with the following unless otherwise indicated: 1. Hot -Dip Galvanized, Carbon -Steel Wire: ASTM A1064/A1064M, with ASTM A153/A153M, Class B-2 coating. 2. Stainless Steel Wire: ASTM A580/A580M, Type 304. 3. Steel Sheet, Galvanized after Fabrication: ASTM A1008/A1008M, Commercial Steel, with ASTM A153/A153M, Class B coating. 4. Steel Plates, Shapes, and Bars: ASTM A36/A36M. C. Adjustable Anchors for Connecting to Structural Steel Framing: Provide anchors that allow vertical or horizontal adjustment but resist tension and compression forces perpendicular to plane of wall. 1. Anchor Section for Welding to Steel Frame: Crimped 1/4-inch- diameter, wire. 2. Tie Section: Triangular -shaped wire tie made from diameter, wire. D. Adjustable Anchors for Connecting to Concrete: Provide anchors that allow vertical or horizontal adjustment but resist tension and compression forces perpendicular to plane of wall. 1. Connector Section: Dovetail tabs for inserting into dovetail slots in concrete and attached to tie section; formed from 0.109-inch- thick, stainless -steel sheet. a. 0.108-inch- thick, galvanized -steel sheet may be used at interior walls unless otherwise indicated. 2. Tie Section: Triangular -shaped wire tie made from 9-gauge diameter, stainless steel wire. Mill -galvanized wire may be used at interior walls unless otherwise indicated. E. Partition Top Anchors: 0.105-inch- thick metal plate with a 3/8-inch- diameter metal rod 6 inches long welded to plate and with closed -end plastic tube fitted over rod that allows rod to move in and out of tube. Fabricate from stainless steel. F. Adjustable Masonry -Veneer Anchors: UNIT MASONRY 25069 - City of Corpus Christi Detention Center 042000-7 July 31, 2025 1. General: Provide anchors that allow vertical adjustment but resist a 100 Ibf load in both tension and compression perpendicular to plane of wall without deforming or developing play in excess of 1/16 inch. 2. Fabricate sheet metal anchor sections and other sheet metal parts from 0.0781-inch- thick, stainless steel sheet. 3. Fabricate wire ties from 9-gauge diameter, stainless steel wire unless otherwise indicated. 4. Contractor's Option: Unless otherwise indicated, provide any of the adjustable masonry - veneer anchors specified. 5. Masonry -Veneer Anchors; Double-Pintle Plate: Rib -stiffened, sheet metal anchor section with screw holes at top and bottom, projecting horizontal leg with slots for vertical legs of double pintle wire tie. 2.05 EMBEDDED FLASHINGS A. Metal Flashing: Provide metal flashing complying with SMACNA's "Architectural Sheet Metal Manual" and as follows: 1. Stainless Steel: ASTM A240/A240M or ASTM A666, Type 304, 0.016 inch thick. 2. Fabricate continuous flashings in sections 96 inches long minimum, but not exceeding 12 ft. Provide splice plates at joints of formed, smooth metal flashing. 3. Fabricate through -wall flashing with snaplock receiver on exterior face where indicated to receive counterflashing. 4. Fabricate through -wall flashing with drip edge unless otherwise indicated. Fabricate by extending flashing 1/2 inch out from wall, with outer edge bent down 30 degrees and hemmed. 5. Fabricate metal drip edges from stainless steel. Extend at least 3 inches into wall and 1/2 inch out from wall, with outer edge bent down 30 degrees and hemmed. 6. Solder metal items at the corners. B. Flexible Flashing: Use the following unless otherwise indicated: 1. Self -Adhering, Stainless Steel Fabric Flashing: Composite, flashing product consisting of 2 mil of Type 304 stainless steel sheet, bonded to a layer of polymeric fabric with a butyl adhesive, to produce an overall thickness of 40 mil. a. Basis -of -Design Product: Subject to compliance with requirements, provide York Manufacturing, Inc; 304 Self -Adhering Stainless Steel or comparable product by one of the following: 1) Hohmann & Barnard, Inc. 2) STS Coatings, Inc. 3) VaproShield LLC. UNIT MASONRY 25069 - City of Corpus Christi Detention Center 042000-8 July 31, 2025 4) Wire -Bond. 5) York Manufacturing, Inc. b. Applications: Use 10-mil- thick flashing at windows, doors, and small wall penetrations; not at base of walls. Use 40-mil- thick flashing at base of walls. C. Drainage Plane Flashing: Fabricate from rubberized asphalt and drainage membrane to shapes indicated, including weep tabs, termination bar, and drip edge. Provide flashing materials as follows: 1. Rubberized Asphalt: 40 mil (1.0 mm) thick. 2. Accessories: Provide preformed corners, end dams, other special shapes, and seaming materials produced by flashing manufacturer. D. Adhesives, Primers, and Seam Tapes for Flashings: Flashing manufacturer's standard products or products recommended by flashing manufacturer for bonding flashing sheets to each other and to substrates. 2.06 ACCESSORIES A. Preformed Control Joints: styrene-butadiene-rubber material, complying with ASTM D2000, Designation M2AA-805 and designed to fit standard sash block and to maintain lateral stability in masonry wall. Size and configuration as indicated. B. Cavity Mortar Control: Semi -rigid polyethylene or polyester mesh panels, sized to thickness of wall cavity, and designed to prevent mortar droppings from clogging weeps and cavity vents and allow proper cavity drainage. 1. Basis of Design Product: Hohmann & Barnard, Inc.; Mortar Trap. C. Weep/Cavity Vents: Use the following unless otherwise indicated: 1. Rectangular Plastic Weep/Vent Tubing: Clear butyrate, 3/8 by 1-1/2 by 3-1/2 inches long. 2. Basis of Design: Hohmann & Barnard, Inc.; QV-Quadro-Vent. D. Proprietary Acidic Masonry Cleaner: Manufacturer's standard -strength cleaner designed for removing mortar/grout stains, efflorescence, and other new construction stains from new masonry without discoloring or damaging masonry surfaces. Use product expressly approved for intended use by cleaner manufacturer and manufacturer of masonry units being cleaned. E. Cleaning Solution: Non -acidic, not harmful to masonry work or adjacent materials. 2.07 MORTAR AND GROUT MIXING A. Mortar for Unit Masonry: ASTM C270, using the Proportion Specification. Provide the following types of mortar for applications stated unless another type is indicated or needed to provide required compressive strength of masonry. 1. For reinforced masonry, use Type S. UNIT MASONRY 25069 - City of Corpus Christi Detention Center 042000-9 July 31, 2025 2. Exterior, loadbearing masonry: Type N. 3. Exterior, non-loadbearing masonry: Type N. 4. Interior, non-loadbearing masonry: Type 0 may be used instead of Type N. B. Grout: ASTM C476; consistency required to fill completely volumes indicated for grouting; fine grout for spaces with smallest horizontal dimension of 2 inches (50 mm) or less; coarse grout for spaces with smallest horizontal dimension greater than 2 inches (50 mm). C. Admixtures: Add to mixture at manufacturer's recommended rate and in accordance with manufacturer's instructions; mix uniformly. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify that field conditions are acceptable and are ready to receive masonry. B. Verify that related items provided under other sections are properly sized and located. C. Verify that built-in items are in proper location, and ready for roughing into masonry work. 3.02 PREPARATION A. Direct and coordinate placement of metal anchors supplied for installation under other sections. B. Provide temporary bracing during installation of masonry work. Maintain in place until building structure provides permanent bracing. 3.03 COLD AND HOT WEATHER REQUIREMENTS A. Comply with requirements of TMS 402/602 or applicable building code, whichever is more stringent. 3.04 COURSING A. Establish lines, levels, and coursing indicated. Protect from displacement. B. Maintain masonry courses to uniform dimension. Form vertical and horizontal joints of uniform thickness. C. Concrete Masonry Units: 1. Bond: Running. 2. Coursing: One unit and one mortar joint to equal 8 inches (200 mm). 3. Mortar Joints: Concave. UNIT MASONRY 25069 - City of Corpus Christi Detention Center 042000-10 July 31, 2025 3.05 PLACING AND BONDING A. Buttering corners of joints or excessive furrowing of mortar joints is not permitted. B. Remove excess mortar and mortar smears as work progresses. C. Remove excess mortar with water repellent admixture promptly. Do not use acids, sandblasting or high pressure cleaning methods. D. Interlock intersections and external corners. E. Do not shift or tap masonry units after mortar has achieved initial set. Where adjustment must be made, remove mortar and replace. F. Perform job site cutting of masonry units with proper tools to provide straight, clean, unchipped edges. Prevent broken masonry unit corners or edges. G. Cut mortar joints flush where wall tile is scheduled, resilient base is scheduled, cavity insulation vapor barrier adhesive is applied, or bitumen dampproofing is applied. H. Isolate masonry partitions from vertical structural framing members with a control joint. 3.06 WEEPS/CAVITY VENTS A. Install weeps in cavity walls at 24 inches (600 mm) on center horizontally on top of through -wall flashing above shelf angles and lintels and at bottom of walls. 3.07 CAVITY MORTAR CONTROL A. Do not permit mortar to drop or accumulate into cavity air space or to plug weep/cavity vents. B. For cavity walls, build inner wythe ahead of outer wythe to accommodate accessories. C. Install cavity mortar diverter at base of cavity and at other flashing locations as recommended by manufacturer to prevent mortar droppings from blocking weep/cavity vents. 3.08 REINFORCEMENT AND ANCHORAGE - GENERAL AND SINGLE WYTHE MASONRY A. Unless otherwise indicated on drawings or specified under specific wall type, install horizontal joint reinforcement 16 inches (400 mm) on center. B. Place masonry joint reinforcement in first and second horizontal joints above and below openings. Extend minimum 16 inches (400 mm) each side of opening. C. Place continuous joint reinforcement in first and second joint below top of walls. D. Embed longitudinal wires of joint reinforcement in mortar joint with at least 5/8 inch (16 mm) mortar cover on each side. E. Lap joint reinforcement ends minimum 6 inches (150 mm). UNIT MASONRY 25069 - City of Corpus Christi Detention Center 042000-11 July 31, 2025 F. Fasten anchors to structural framing and embed in masonry joints as masonry is laid. Unless otherwise indicated on drawings or closer spacing is indicated under specific wall type, space anchors at maximum of 36 inches (900 mm) horizontally and 24 inches (600 mm) vertically. G. Embed ties and anchors in mortar joint and extend into masonry unit a minimum of 1-1/2 inches (38 mm) with at least 5/8 inch (16 mm) mortar cover to the outside face of the anchor. 3.09 REINFORCEMENT AND ANCHORAGE - MASONRY VENEER A. Masonry Back -Up: Embed anchors to bond veneer at maximum 16 inches (400 mm) on center vertically and 36 inches (900 mm) on center horizontally. Place additional anchors at perimeter of openings and ends of panels, so maximum spacing of anchors is 8 inches (200 mm) on center. 3.10 MASONRY FLASHINGS A. Whether or not specifically indicated, install masonry flashing to divert water to exterior at all locations where downward flow of water will be interrupted. 1. Extend flashings full width at such interruptions and at least 6 inches (152 mm), minimum, into adjacent masonry or turn up flashing ends at least 1 inch (25.4 mm), minimum, to form watertight pan at nonmasonry construction. 2. Remove or cover protrusions or sharp edges that could puncture flashings. 3. Seal lapped ends and penetrations of flashing before covering with mortar. B. Terminate flashing up 8 inches (203 mm) minimum on vertical surface of backing: 1. Install vertical leg of flashing over fluid -applied or self -adhered air/vapor barriers over backing or per manufacturer's directions. C. Install flashing in accordance with manufacturer's instructions and BIA Technical Notes No. 7. D. Extend metal flashings through exterior face of masonry and terminate in an angled drip with hemmed edge. Install joint sealer below drip edge to prevent moisture migration under flashing. 3.11 LINTELS A. Install steel lintels where indicated. B. Install loose steel lintels over openings. C. Install reinforced unit masonry lintels over openings where steel or precast concrete lintels are not scheduled. 1. Openings to 42 inches (1070 mm): Place two, No. 3 (M9) reinforcing bars 1 inch (25 mm) from bottom web. 2. Openings from 42 inches (1070 mm) to 78 inches (1980 mm): Place two, No. 5 (M16) reinforcing bars 1 inch (25 mm) from bottom web. 3. Openings over 78 inches (1980 mm): Reinforce openings as detailed. UNIT MASONRY 25069 - City of Corpus Christi Detention Center 042000-12 July 31, 2025 4. Do not splice reinforcing bars. 5. Support and secure reinforcing bars from displacement. Maintain position within 1/2 inch (13 mm) of dimensioned position. 6. Place and consolidate grout fill without displacing reinforcing. 7. Allow masonry lintels to attain specified strength before removing temporary supports. D. Maintain minimum 8 inch (203 mm) bearing on each side of opening. 3.12 GROUTED COMPONENTS A. Lap splices minimum 24 bar diameters. B. Support and secure reinforcing bars from displacement. Maintain position within 1/2 inch (13 mm) of dimensioned position. C. Place and consolidate grout fill without displacing reinforcing. D. At bearing locations, fill masonry cores with grout for a minimum 12 inches (300 mm) either side of opening. 3.13 CONTROL AND EXPANSION JOINTS A. Do not continue horizontal joint reinforcement through control or expansion joints. B. Install preformed control joint device in continuous lengths. Seal butt and corner joints in accordance with manufacturer's instructions. C. Size control joints as indicated on drawings; if not indicated, 3/4 inch (19 mm) wide and deep. D. Form expansion joint as detailed on drawings. 3.14 BUILT-IN WORK A. As work progresses, install built-in metal door frames and other items to be built into the work and furnished under other sections. B. Install built-in items plumb, level, and true to line. C. Bed anchors of metal door frames in adjacent mortar joints. Fill frame voids solid with grout. 1. Fill adjacent masonry cores with grout minimum 12 inches (300 mm) from framed openings. 3.15 TOLERANCES A. Install masonry within the site tolerances found in TMS 402/602. UNIT MASONRY 25069 - City of Corpus Christi Detention Center 042000-13 July 31, 2025 3.16 CUTTING AND FITTING A. Cut and fit for chases. Coordinate with other sections of work to provide correct size, shape, and location. B. Obtain approval prior to cutting or fitting masonry work not indicated or where appearance or strength of masonry work may be impaired. 3.17 CLEANING A. Remove excess mortar and mortar droppings. B. Replace defective mortar. Match adjacent work. C. Clean soiled surfaces with cleaning solution. D. Use non-metallic tools in cleaning operations. END OF SECTION 04 20 00 UNIT MASONRY 25069 - City of Corpus Christi Detention Center 042000-14 July 31, 2025 SECTION 05 12 00 - STRUCTURAL STEEL FRAMING PART 1- GENERAL 1.01 SECTION INCLUDES A. Structural steel framing members. B. Structural steel support members. C. Base plates, shear stud connectors. D. Grouting under base plates. 1.02 RELATED REQUIREMENTS A. Section 05 50 00 - Metal Fabrications: Steel fabrications affecting structural steel work. B. Section 31 31 16 - Termite Control: Field -applied termiticide and mildewcide for structural steel. 1.03 PRICE AND PAYMENT PROCEDURES A. See Section 01 22 00 - Unit Prices, for additional unit price requirements. B. Structural Steel Framing: 1. Basis of Measurement: By the ton (metric ton). 2. Basis of Payment: Includes structural members fabricated, placed, and anchored. 1.04 REFERENCE STANDARDS A. AISC (MAN) - Steel Construction Manual; 2023, with Errata (2025). B. AISC 303 - Code of Standard Practice for Steel Buildings and Bridges; 2022, with Errata (2025). C. ASTM A36/A36M - Standard Specification for Carbon Structural Steel; 2019. D. ASTM A123/A123M - Standard Specification for Zinc (Hot -Dip Galvanized) Coatings on Iron and Steel Products; 2017. E. ASTM A307 - Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60 000 PSI Tensile Strength; 2021. F. ASTM A514/A514M - Standard Specification for High -Yield -Strength, Quenched and Tempered Alloy Steel Plate, Suitable for Welding; 2022. G. ASTM A563/A563M - Standard Specification for Carbon and Alloy Steel Nuts (Inch and Metric); 2021a. H. ASTM A572/A572M - Standard Specification for High -Strength Low -Alloy Columbium -Vanadium Structural Steel; 2021, with Editorial Revision. STRUCTURAL STEEL FRAMING 25069 - City of Corpus Christi Detention Center 051200-1 July 31, 2025 I. ASTM A992/A992M - Standard Specification for Structural Steel Shapes; 2022. J. ASTM A1011/A1011M - Standard Specification for Steel, Sheet and Strip, Hot -Rolled, Carbon, Structural, High -Strength Low -Alloy, High -Strength Low -Alloy with Improved Formability, and Ultra -High Strength; 2023. K. ASTM E94/E94M - Standard Guide for Radiographic Examination Using Industrial Radiographic Film; 2017. L. ASTM E164 - Standard Practice for Contact Ultrasonic Testing of Weldments; 2019. M. ASTM E165/E165M - Standard Practice for Liquid Penetrant Testing for General Industry; 2023. N. ASTM E709 - Standard Guide for Magnetic Particle Testing; 2021. O. ASTM F436/F436M - Standard Specification for Hardened Steel Washers Inch and Metric Dimensions; 2019. P. ASTM F1554 - Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength; 2020. Q. AWS A2.4 - Standard Symbols for Welding, Brazing, and Nondestructive Examination; 2020. R. AWS B2.1/B2.1M - Specification for Welding Procedure and Performance Qualification; 2021, with Errata (2023). S. AWS D1.1/D1.1M - Structural Welding Code - Steel; 2020, with Errata (2023). T. IAS AC172 - Accreditation Criteria for Fabricator Inspection Programs for Structural Steel AC172; 2019. U. RCSC (HSBOLT) - Specification for Structural Joints Using High -Strength Bolts; Research Council on Structural Connections; 2020. V. SSPC-Paint 15 - Steel Joist Shop Primer/Metal Building Primer; 2004. W. SSPC-Paint 20 - Zinc -Rich Coating (Type I - Inorganic, and Type II - Organic); 2019. X. SSPC-SP 1 - Solvent Cleaning; 2015, with Editorial Revision (2016). Y. SSPC-SP 2 - Hand Tool Cleaning; 2024. Z. SSPC-SP 3 - Power Tool Cleaning; 2024. 1.05 SUBMITTALS A. See Division 0 sections, for submittal procedures. B. Shop Drawings: 1. Indicate profiles, sizes, spacing, locations of structural members, openings, attachments, and fasteners. 2. Connections not detailed. 3. Indicate cambers. STRUCTURAL STEEL FRAMING 25069 - City of Corpus Christi Detention Center 051200-2 July 31, 2025 4. Indicate welded connections with AWS A2.4 welding symbols. Indicate net weld lengths. C. Manufacturer's Mill Certificate: Certify that products meet or exceed specified requirements. D. Mill Test Reports: Indicate structural strength, destructive test analysis and non-destructive test analysis. E. Fabricator Test Reports: Comply with ASTM A1011/A1011M. F. Materials Test Reports: Submit independent test results or engineered performance analysis of structural thermal -break pad performance in bearing or slip -critical connections where shear and moment loads are applied. G. Welders' Qualification Statement: Welders' certificates in accordance with AWS B2.1/B2.1M and dated no more than 12 months before start of scheduled welding work. H. Designer's Qualification Statement. I. Fabricator's Qualification Statement. J. Fabricator's Qualification Statement: Provide documentation showing steel fabricator is accredited under IAS AC172. 1.06 QUALITY ASSURANCE A. Fabricate structural steel members in accordance with AISC (MAN) "Steel Construction Manual." B. Structural steel members designated as architecturally -exposed structural steel (AESS) to also comply with Section 05 12 13. C. Maintain one copy of each document on site. D. Fabricator: Company specializing in performing the work of this section with minimum five years of documented experience. E. Welder Qualifications: Welding processes and welding operators qualified in accordance with AWS D1.1/D1.1M and no more than 12 months before start of scheduled welding work. F. Fabricator Qualifications: A qualified steel fabricator that is accredited by the International Accreditation Service (IAS) Fabricator Inspection Program for Structural Steel in accordance with IAS AC172. G. Erector: Company specializing in performing the work of this section with minimum five years of documented experience. H. Design connections not detailed on drawings under direct supervision of a Professional Structural Engineer experienced in design of this work and licensed in the State in which the Project is located. STRUCTURAL STEEL FRAMING 25069 - City of Corpus Christi Detention Center 051200-3 July 31, 2025 PART 2 - PRODUCTS 2.01 MATERIALS A. Steel Angles, Plates, Channels, S Shapes, M Shapes, and HP Shapes: ASTM A36/A36M. B. Steel W Shapes and Tees: ASTM A992/A992M. C. Rolled Steel Structural Shapes: ASTM A992/A992M. D. Steel Shapes, Plates, Sheet Piling, and Bars: ASTM A572/A572M, Grade 50 (345) high -strength, columbium -vanadium steel. E. Steel Plate: ASTM A514/A514M. F. Structural Bolts and Nuts: Carbon steel, ASTM A307, Grade A. G. Unheaded Anchor Rods: ASTM F1554, Grade 36, plain, with matching ASTM A563/A563M nuts and ASTM F436/F436M Type 1 washers. H. Welding Materials: AWS D1.1/D1.1M; type required for materials being welded. I. Grout: ASTM C1107/C1107M; Non -shrink; premixed compound consisting of non-metallic aggregate, cement, water reducing and plasticizing agents. 1. Minimum Compressive Strength at 48 Hours: 2,000 pounds per square inch (13.7 MPa). 2. Minimum Compressive Strength at 28 Days: 7,000 pounds per square inch (48 MPa). J. Shop and Touch -Up Primer: Fabricator's standard, complying with VOC limitations of authorities having jurisdiction. K. Touch -Up Primer for Galvanized Surfaces: Fabricator's standard, complying with VOC limitations of authorities having jurisdiction. 2.02 FABRICATION A. Shop fabricate to greatest extent possible. B. Continuously seal joined members by intermittent welds and plastic filler. Grind exposed welds smooth. C. Fabricate connections for bolt, nut, and washer connectors. D. Develop required camber for members. 2.03 FINISH A. Prepare structural component surfaces in accordance with SSPC-SP 1. B. Shop prime structural steel members. Do not prime surfaces that will be fireproofed, field welded, or in contact with concrete. C. Galvanize structural steel members to comply with ASTM A123/A123M. Provide minimum 1.7 oz/sq ft galvanized coating. (Provide minimum 530 g/sq m galvanized coating.) STRUCTURAL STEEL FRAMING 25069 - City of Corpus Christi Detention Center 051200-4 July 31, 2025 2.04 SOURCE QUALITY CONTROL A. High -Strength Bolts: Provide testing and verification of shop -bolted connections in accordance with RCSC (HSBOLT) "Specification for Structural Joints Using High -Strength Bolts," testing at least 15 percent of bolts at each connection. B. Welded Connections: Visually inspect all shop -welded connections and test at least 15 percent of welds. PART 3 - EXECUTION 3.01 ERECTION A. Erect structural steel in compliance with AISC 303. B. Allow for erection loads and provide sufficient temporary bracing to maintain structure in safe condition, plumb, and in true alignment until completion of erection and installation of permanent bracing. C. Field weld components and shear studs indicated on drawings. D. Use carbon steel bolts only for temporary bracing during construction, unless otherwise specifically permitted on drawings. Install high -strength bolts in accordance with RCSC (HSBOLT) "Specification for Structural Joints Using High -Strength Bolts". E. Do not field cut or alter structural members without approval of the Project Engineer. F. After erection, prime welds, abrasions, and surfaces not shop primed or galvanized, except surfaces to be in contact with concrete. G. Grout solidly between column plates and bearing surfaces, complying with manufacturer's instructions for nonshrink grout. Trowel grouted surfaces smooth, splaying neatly to 45 degrees. 3.02 TOLERANCES A. Maximum Variation From Plumb: 1/4 inch (6 mm) per story, non -cumulative. B. Maximum Offset From True Alignment: 1/4 inch (6 mm). 3.03 FIELD QUALITY CONTROL A. An independent testing agency will perform field quality control tests, as specified in Section 01 11 00 Summary of Work. B. High -Strength Bolts: Provide testing and verification of field -bolted connections in accordance with RCSC (HSBOLT) "Specification for Structural Joints Using High -Strength Bolts," testing at least 15 percent of bolts at each connection. C. Welded Connections: Visually inspect all field -welded connections and test at least 15 percent of welds using one of the following: STRUCTURAL STEEL FRAMING 25069 - City of Corpus Christi Detention Center 051200-5 July 31, 2025 1. Radiographic testing performed in accordance with ASTM E94/E94M. 2. Ultrasonic testing performed in accordance with ASTM E164. 3. Liquid penetrant inspection performed in accordance with ASTM E165/E165M. 4. Magnetic particle inspection performed in accordance with ASTM E709. END OF SECTION 05 12 00 STRUCTURAL STEEL FRAMING 25069 - City of Corpus Christi Detention Center 051200-6 July 31, 2025 SECTION 05 50 00 - METAL FABRICATIONS PART 1- GENERAL 1.01 SECTION INCLUDES A. Shop fabricated steel and aluminum items. B. Metal bollards. C. Loose bearing and leveling plates. 1.02 PRODUCTS FURNISHED, BUT NOT INSTALLED, UNDER THIS SECTION INCLUDE THE FOLLOWING: A. Loose steel lintels. B. Anchor bolts, steel pipe sleeves, slotted -channel inserts, and wedge -type inserts indicated to be cast into concrete or built into unit masonry. C. Steel weld plates and angles for casting into concrete 1.03 REFERENCE STANDARDS A. ASTM A276/A276M - Standard Specification for Stainless Steel Bars and Shapes; 2025. B. ASTM A36/A36M - Standard Specification for Carbon Structural Steel; 2019. C. ASTM A53/A53M - Standard Specification for Pipe, Steel, Black and Hot -Dipped, Zinc -Coated, Welded and Seamless; 2022. D. ASTM A123/A123M - Standard Specification for Zinc (Hot -Dip Galvanized) Coatings on Iron and Steel Products; 2017. E. ASTM A283/A283M - Standard Specification for Low and Intermediate Tensile Strength Carbon Steel Plates; 2018. F. ASTM A501/A501M - Standard Specification for Hot -Formed Welded and Seamless Carbon Steel Structural Tubing; 2021. G. ASTM A666 - Standard Specification for Annealed or Cold -Worked Austenitic Stainless Steel Sheet, Strip, Plate, and Flat Bar; 2023. H. ASTM B221 - Standard Specification for Aluminum and Aluminum -Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes; 2021. I. AWS D1.1/D1.1M - Structural Welding Code - Steel; 2020, with Errata (2023). J. SSPC-Paint 15 - Steel Joist Shop Primer/Metal Building Primer; 2004. K. SSPC-Paint 20 - Zinc -Rich Coating (Type I - Inorganic, and Type II - Organic); 2019. L. SSPC-SP 2 - Hand Tool Cleaning; 2024. METAL FABRICATIONS 25069 - City of Corpus Christi Detention Center 055000-1 July 31, 2025 1.04 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Shop Drawings: Indicate profiles, sizes, connection attachments, reinforcing, anchorage, size and type of fasteners, and accessories. Include erection drawings, elevations, and details where applicable. PART 2 - PRODUCTS 2.01 MATERIALS - STEEL A. Steel Sections: ASTM A36/A36M. B. Steel Tubing: ASTM A501/A501M hot -formed structural tubing. C. Plates: ASTM A283/A283M. D. Pipe: ASTM A53/A53M, Grade B Schedule 40, black finish. E. Stainless Steel, General: ASTM A666, Type 304. F. Stainless Steel Bars, Shapes and Moldings: ASTM A276/A276M, Type 304. G. Shop and Touch -Up Primer: SSPC-Paint 15, complying with VOC limitations of authorities having jurisdiction. H. Touch -Up Primer for Galvanized Surfaces: SSPC-Paint 20, Type I - Inorganic, complying with VOC limitations of authorities having jurisdiction. 2.02 MATERIALS - ALUMINUM A. Extruded Aluminum: ASTM B221 (ASTM B221M), 6063 alloy, T6 temper. B. Bolts, Nuts, and Washers: Stainless steel. 2.03 FABRICATION A. Fit and shop assemble items in largest practical sections, for delivery to site. B. Fabricate items with joints tightly fitted and secured. C. Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints butt tight, flush, and hairline. Ease exposed edges to small uniform radius. D. Furnish components required for anchorage of fabrications. Fabricate anchors and related components of same material and finish as fabrication, except where specifically noted otherwise. 2.04 FABRICATED ITEMS A. Ledge Angles, Shelf Angles, Channels, and Plates Not Attached to Structural Framing: For support of metal decking; prime paint finish. METAL FABRICATIONS 25069 - City of Corpus Christi Detention Center 055000-2 July 31, 2025 B. Lintels: As detailed; prime paint finish. C. Door Frames for Overhead Door Openings: Channel sections; galvanized finish. 1. Fabricate structural -steel door frames for overhead doors from steel shapes, plates, and bars of size and to dimensions indicated, fully welded together, unless otherwise indicated. Plug -weld built-up members and continuously weld exposed joints. Reinforce frames and drill and tap as necessary to accept finish hardware. 2. Provide with integrally welded steel strap anchors for securing door frames into adjoining concrete or masonry. 3. Galvanize exterior steel frames at overhead doors 2.05 METAL BOLLARDS A. Bollards: Fabricate metal bollards from Schedule 80 steel pipe shapes, as indicated. B. Prime steel bollards with zinc -rich primer. 2.06 FINISHES - STEEL A. Prime paint steel items not indicated to be galvanized. 1. Exceptions: Galvanize items to be embedded in concrete, items to be embedded in masonry, and items specified for galvanized finish. 2. Shop prime with primers specified in Section 09 91 13 "Painting" unless zinc -rich primer is indicated. B. Prepare surfaces to be primed in accordance with SSPC-SP2. C. Clean surfaces of rust, scale, grease, and foreign matter prior to finishing. D. Galvanizing of Structural Steel Members: Galvanize after fabrication to ASTM A123/A123M requirements. Provide minimum 1.7 oz/sq ft galvanized coating. (Provide minimum 530 g/sq m galvanized coating.) PART 3 - EXECUTION 3.01 PREPARATION A. Clean and strip primed steel items to bare metal where site welding is required. B. Furnish setting templates to the appropriate entities for steel items required to be cast into concrete or embedded in masonry. 3.02 INSTALLATION A. Install items plumb and level, accurately fitted, free from distortion or defects. B. Provide for erection loads, and for sufficient temporary bracing to maintain true alignment until completion of erection and installation of permanent attachments. METAL FABRICATIONS 25069 - City of Corpus Christi Detention Center 055000-3 July 31, 2025 C. Field weld components as indicated on drawings. D. Perform field welding in accordance with AWS D1.1/D1.1M. E. Obtain approval prior to site cutting or making adjustments not scheduled. F. After erection, prime welds, abrasions, and surfaces not shop primed, except surfaces to be in contact with concrete. 3.03 TOLERANCES A. Maximum Variation From Plumb: 1/4 inch (6 mm) per story, non -cumulative. B. Maximum Offset From True Alignment: 1/4 inch (6 mm). C. Maximum Out -of -Position: 1/4 inch (6 mm). END OF SECTION 05 50 00 METAL FABRICATIONS 25069 - City of Corpus Christi Detention Center 05 50 00 - 4 July 31, 2025 SECTION 05 52 13 - PIPE AND TUBE RAILINGS PART 1- GENERAL 1.01 SECTION INCLUDES A. Wall mounted handrails. B. Free-standing railings at steps. 1.02 RELATED REQUIREMENTS A. Section 03 30 00 - Cast -In -Place Concrete: Placement of anchors in concrete. B. Section 04 20 00 - Unit Masonry: Placement of anchors in masonry. C. Section 09 21 16 - Gypsum Board Assemblies: Placement of backing plates in stud wall construction. 1.03 REFERENCE STANDARDS A. AAMA 611 - Specification for Anodized Architectural Aluminum; 2024. B. ADA Standards - 2010 ADA Standards for Accessible Design; 2010. C. ASTM B241/B241M - Standard Specification for Aluminum and Aluminum -Alloy Seamless Pipe and Seamless Extruded Tube; 2022. D. ASTM B429/B429M - Standard Specification for Aluminum -Alloy Extruded Structural Pipe and Tube; 2020. E. ASTM B483/B483M - Standard Specification for Aluminum and Aluminum -Alloy Drawn Tube and Drawn Pipe for General Purpose Applications; 2021. F. AWS A2.4 - Standard Symbols for Welding, Brazing, and Nondestructive Examination; 2020. 1.04 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Shop Drawings: Indicate profiles, sizes, connection attachments, anchorage, size and type of fasteners, and accessories. 1. Indicate welded connections using standard AWS A2.4 welding symbols. Indicate net weld lengths. 2. Include the design engineer's seal and signature on each sheet of shop drawings. PIPE AND TUBE RAILINGS 25069 - City of Corpus Christi Detention Center 055213-1 July 31, 2025 1.05 QUALITY ASSURANCE A. Structural Designer Qualifications: Professional Structural Engineer experienced in design of this work and licensed in the State in which the Project is located, or personnel under direct supervision of such an engineer. PART 2 - PRODUCTS 2.01 RAILINGS - GENERAL REQUIREMENTS A. Design, fabricate, and test railing assemblies in accordance with the most stringent requirements of applicable local code. B. Allow for expansion and contraction of members and building movement without damage to connections or members. C. Dimensions: See drawings for configurations and heights. 1. Top Rails and Wall Rails: 1-1/2 inches (38 mm) diameter, round. 2. Intermediate Rails: 1-1/2 inches (38 mm) diameter, round. 3. Posts: 1-1/2 inches (38 mm) diameter, round. D. Provide anchors and other components as required to attach to structure, made of same materials as railing components unless otherwise indicated; where exposed fasteners are unavoidable provide flush countersunk fasteners. 1. For anchorage to concrete, provide inserts to be cast into concrete, for bolting anchors. 2. For anchorage to masonry, provide brackets to be embedded in masonry, for bolting anchors. 3. For anchorage to stud walls, provide backing plates, for bolting anchors. 4. Posts: Provide adjustable flanged brackets. E. Provide slip-on non -weld mechanical fittings to join lengths, seal open ends, and conceal exposed mounting bolts and nuts, including but not limited to elbows, T-shapes, splice connectors, flanges, escutcheons, and wall brackets. 2.02 ALUMINUM MATERIALS A. Aluminum Pipe: Schedule 40; ASTM B429/B429M, ASTM B241/B241M, or ASTM B483/B483M. B. Non -Weld Mechanical Fittings: Slip-on cast aluminum, for Schedule 40 pipe, with flush setscrews for tightening by standard hex wrench, no bolts or screw fasteners. C. Straight Splice Connectors: Concealed spigot; cast aluminum. D. Exposed Fasteners: Flush countersunk screws or bolts; consistent with design of railing. PIPE AND TUBE RAILINGS 25069 - City of Corpus Christi Detention Center 055213-2 July 31, 2025 2.03 FABRICATION A. Accurately form components to suit specific project conditions and for proper connection to building structure. B. Fit and shop assemble components in largest practical sizes for delivery to site. C. Fabricate components with joints tightly fitted and secured. Provide spigots and sleeves to accommodate site assembly and installation. 2.04 ALUMINUM FINISHES A. Class I Natural Anodized Finish: AAMA 611 AA-M12C22A41 Clear anodic coating not less than 0.7 mils (0.018 mm) thick. PART 3 - EXECUTION 3.01 PREPARATION A. Supply items required to be cast into concrete with setting templates, for installation as work of other sections. B. Apply one coat of bituminous paint to concealed aluminum surfaces that will be in contact with cementitious or dissimilar materials. 3.02 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Install components plumb and level, accurately fitted, free from distortion or defects, with tight joints. C. Install railings in compliance with Texas Accessibility Standards for accessible design at applicable locations. D. Anchor railings securely to structure. E. Conceal anchor bolts and screws whenever possible. Where not concealed, use flush countersunk fastenings. 3.03 TOLERANCES A. Maximum Variation From Plumb: 1/4 inch (6 mm) per floor level, non -cumulative. B. Maximum Offset From True Alignment: 1/4 inch (6 mm). C. Maximum Out -of -Position: 1/4 inch (6 mm). END OF SECTION 05 52 13 PIPE AND TUBE RAILINGS 25069 - City of Corpus Christi Detention Center 055213-3 July 31, 2025 SECTION 06 10 00 - ROUGH CARPENTRY PART 1- GENERAL 1.01 SECTION INCLUDES A. Structural dimension lumber framing. B. Structural composite lumber framing. C. Nonstructural dimension lumber framing. D. Rough opening framing for doors, windows, and roof openings. E. Sheathing. F. Underlayment. G. Roof -mounted curbs. H. Roofing nailers. I. Roofing cant strips. J. Preservative treated wood materials. K. Fire retardant treated wood materials. L. Miscellaneous framing and sheathing. M. Communications and electrical room mounting boards. N. Concealed wood blocking, nailers, and supports. O. Miscellaneous wood nailers, furring, and grounds. P. Wall sheathing with factory applied water -resistive and air barrier sheet. Q. Roof sheathing with factory applied roofing underlayment. 1.02 RELATED REQUIREMENTS A. Section 03 30 00 - Cast -in -Place Concrete: Setting anchors in concrete. B. Section 05 12 00 - Structural Steel Framing: Prefabricated beams, columns, and hangers for support of wood framing. C. Section 05 50 00 - METAL FABRICATIONS: Miscellaneous steel connectors, support angles, and blocking for wood framing. D. Section 06 18 00 - Glued -Laminated Construction. E. Section 07 25 00 - Weather Barriers: Water -resistive barrier over sheathing. F. Section 07 27 00 - Air Barriers: Air barrier over sheathing. G. Section 07 62 00 - Sheet Metal Flashing and Trim: Sill flashings. ROUGH CARPENTRY 25069 - City of Corpus Christi Detention Center 061000-1 July 31, 2025 H. Section 07 72 00 - Roof Accessories: Prefabricated roof curbs. I. Section 09 21 16 - Gypsum Board Assemblies: Gypsum -based sheathing. J. Section 31 31 16 - TERMITE CONTROL: Field -applied termiticide and mildewcide for wood materials. 1.03 REFERENCE STANDARDS A. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot -Dip) on Iron and Steel Hardware; 2023. B. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc -Coated (Galvanized) or Zinc - Iron Alloy -Coated (Galvannealed) by the Hot -Dip Process; 2023. C. ASTM C1002 - Standard Specification for Steel Self -Piercing Tapping Screws for Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs; 2022. D. ASTM D5456 - Standard Specification for Evaluation of Structural Composite Lumber Products; 2021, with Editorial Revision. E. AWC (WFCM) - Wood Frame Construction Manual for One- and Two -Family Dwellings; 2024, with Errata. F. AWPA U1 - Use Category System: User Specification for Treated Wood; 2024. G. NELMA (SGR) - Standard Grading Rules for Northeastern Lumber; 2024. H. PS 1 - Structural Plywood; 2023. I. PS 2 - Performance Standard for Wood Structural Panels; 2018. J. PS 20 - American Softwood Lumber Standard; 2025. K. SPIB (GR) - Standard Grading Rules; 2021. L. WCLIB (GR) - WCLB Standard Grading Rules for West Coast & Imported Softwood Lumber No.18; 2024. M. WWPA G-5 - Western Lumber Grading Rules; 2025. 1.04 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements for submittal procedures. B. Product Data: Provide technical data on sheathing, wood preservative materials and application instructions. C. Structural Composite Lumber: Submit manufacturer's published structural data including span tables, marked to indicate which sizes and grades are being used; if structural composite lumber is being substituted for dimension lumber or timbers, submit grading agency structural tables marked for comparison. D. ABAA Field Quality Control Submittals: Submit third -party reports of testing and inspection required by ABAA QAP. ROUGH CARPENTRY 25069 - City of Corpus Christi Detention Center 061000-2 July 31, 2025 E. Manufacturer's Certificate: Certify that wood products supplied for rough carpentry meet or exceed specified requirements. F. ABAA Manufacturer Qualification: Submit documentation of current evaluation of proposed manufacturer and materials. G. ABAA Installer Qualification: Submit documentation of current contractor accreditation and current installer certification. Keep copies of all contractor accreditation and installer certification on site during and after installation. Present on -site documentation upon request. H. Warranty Documentation: Submit manufacturer warranty and ensure that forms have been completed in Owner's name and registered with manufacturer. 1.05 DELIVERY, STORAGE, AND HANDLING A. General: Cover wood products to protect against moisture. Support stacked products to prevent deformation and to allow air circulation. 1.06 WARRANTY A. See Section 01 78 00 - Closeout Submittals for additional warranty requirements. B. Manufacturer Warranty: Provide 2-year manufacturer warranty for materials and workmanship commencing on Date of Substantial Completion. PART 2 - PRODUCTS 2.01 GENERAL REQUIREMENTS A. Dimension Lumber: Comply with PS 20 and requirements of specified grading agencies. 1. Species: Douglas Fir -Larch, Douglas Fir, Douglas Fir (South), Spruce -Pine -Fir (South), Southern Pine or equal, unless otherwise indicated. 2. If no species is specified, provide species graded by the agency specified; if no grading agency is specified, provide lumber graded by grading agency meeting the specified requirements. 3. Grading Agency: Grading agency whose rules are approved by the Board of Review, American Lumber Standard Committee at www.alsc.org, and who provides grading service for the species and grade specified; provide lumber stamped with grade mark unless otherwise indicated. 4. Lumber of other species or grades is acceptable provided structural and appearance characteristics are equivalent to or better than products specified. 2.02 DIMENSION LUMBER FOR CONCEALED APPLICATIONS A. Grading Agency: Northeastern Lumber Manufacturers Association; NELMA (SGR). B. Grading Agency: Southern Pine Inspection Bureau, Inc; SPIB (GR). ROUGH CARPENTRY 25069 - City of Corpus Christi Detention Center 061000-3 July 31, 2025 C. Grading Agency: West Coast Lumber Inspection Bureau; WCLIB (GR). D. Grading Agency: Western Wood Products Association; WWPA G-5. E. Sizes: Nominal sizes as indicated on drawings, S4S. F. Moisture Content: S-dry or MC19. G. Stud Framing (2 by 2 through 2 by 6 (50 by 50 mm through 50 by 150 mm) ): 1. Species: Allowed under referenced grading rules. 2. Species: Douglas Fir -Larch, Douglas Fir, Southern Pine, or Hem -Fir. 3. Grade: Select Structural, No. 1, Stud, Construction, Standard. H. Joist, Rafter, and Small Beam Framing (2 by 6 through 4 by 16 (50 by 150 mm through 100 by 400 mm) ): 1. Machine stress -rated (MSR) as follows: a. Fb-single; minimum extreme fiber stress in bending: 1350 psi (9,300 kPa). b. E; minimum modulus of elasticity: 1,300,000 psi (8960 MPa). 2. Species: Allowed under grading rules. 3. Species: Douglas Fir -Larch, Douglas Fir, Douglas Fir (South), Spruce -Pine -Fir (South), Southern Pine. 4. Grade: No. 1 and Better. 5. Species and Grades: As indicated on drawings for various locations. I. Miscellaneous Framing, Blocking, Nailers, Grounds, and Furring: 1. Lumber: S4S, No. 1 or Construction Grade. 2. Boards: Standard or No. 3. 2.03 EXPOSED DIMENSION LUMBER A. Submit manufacturer's certificate that products meet or exceed specified requirements, in lieu of grade stamping. B. Grading Agency: Southern Pine Inspection Bureau, Inc; SPIB (GR). C. Grading Agency: West Coast Lumber Inspection Bureau; WCLIB (GR). D. Sizes: Nominal sizes as indicated on drawings. E. Surfacing: S4S. F. Moisture Content: S-dry or MC19. 2.04 TIMBERS FOR CONCEALED APPLICATIONS A. Grading Agency: Southern Pine Inspection Bureau, Inc; SPIB (GR). ROUGH CARPENTRY 25069 - City of Corpus Christi Detention Center 061000-4 July 31, 2025 2.05 STRUCTURAL COMPOSITE LUMBER A. At Contractor's option, structural composite lumber may be substituted for concealed dimension lumber and timbers. B. Source Limitations: Furnish products produced by single manufacturer and obtained from single supplier. C. Structural Composite Lumber Materials: Factory -fabricated engineered wood products consisting of wood veneers, strands, or flakes pressed with moisture -resistant adhesive into blocks of material, evaluated in accordance with ASTM D5456. 1. Laminated Veneer Lumber (LVL): Engineered wood products consisting of thin wood veneer bonded together with adhesive with grain of veneers running parallel to long dimension. a. Manufacturer's Published Modulus of Elasticity, E: 2,000,000 psi (13,790 MPa), minimum. b. Application: For headers, beams, and rafters. c. Basis of Design Products: 1) Boise Cascade Company; Versa -Lam LVL: www.bc.com/#sle. 2) Substitutions: See Section 01 60 00 - Product Requirements. 2.06 CONSTRUCTION PANELS A. Roof Decking: 1. Panel Type: Plywood. 2. Bond Classification: Exposure 1. 3. Span Rating: 16. 4. Performance Category: 3/4 PERF CAT. 5. Edges: Tongue and groove. 6. Basis of Design Products: a. Roseburg Forest Products; Plywood: www.roseburg.com/#sle. b. Substitutions: See Section 01 60 00 - Product Requirements. B. Roof Sheathing: PS 2 type, rated Structural I Sheathing. 1. Bond Classification: Exterior; Exposure 1. 2. Span Rating: 16. 3. Performance Category: 3/4 PERF CAT. C. Wall Sheathing, Plywood: PS 1 type. ROUGH CARPENTRY 25069 - City of Corpus Christi Detention Center 061000-5 July 31, 2025 1. Bond Classification: Exterior, Exposure 1. 2. Grade: Structural I Sheathing. 3. Span Rating: 16. 4. Performance Category: 5/16 PERF CAT. 5. Edge Profile: Square edge. 2.07 ACCESSORIES A. Fasteners and Anchors: 1. Metal and Finish: Hot -dipped galvanized steel complying with ASTM A153/A153M, Stainless steel for high humidity and preservative -treated wood locations. 2. Gypsum Board Screws: ASTM C1002; Type W, bugle head, self -piercing, tapping screws; length to penetrate wood members 5/8 inch (15.9 mm) minimum. 3. Anchors: Toggle bolt type for anchorage to hollow masonry, expansion shield and lag bolt type for anchorage to solid masonry or concrete, bolt or ballistic fastener for anchorage. B. Die -Stamped Connectors: Hot dipped galvanized steel, sized to suit framing conditions. 1. For contact with preservative treated wood in exposed locations, provide minimum G185 (Z550) galvanizing complying with ASTM A653/A653M. C. Joist Hangers: Hot dipped galvanized steel, sized to suit framing conditions. 1. For contact with preservative treated wood in exposed locations, provide minimum G185 (Z550) galvanizing complying with ASTM A653/A653M. D. Sill Flashing: See Section 07 62 00. E. Water -Resistive Barrier: See Section 07 25 00. F. Air Barrier: See Section 07 27 00. 2.08 FACTORY WOOD TREATMENT A. Treated Lumber and Plywood: Comply with requirements of AWPA U1 - Use Category System for wood treatments determined by use categories, expected service conditions, and specific applications. 1. Preservative -Treated Wood: Provide lumber and plywood marked or stamped by an ALSC- accredited testing agency, certifying level and type of treatment in accordance with AWPA standards. ROUGH CARPENTRY 25069 - City of Corpus Christi Detention Center 061000-6 July 31, 2025 PART 3 - EXECUTION 3.01 PREPARATION A. Where wood framing bears on cementitious foundations, install full width sill flashing continuous over top of foundation, lap ends of flashing minimum of 4 inches (100 mm) and seal. B. Install sill gasket under sill plate of framed walls bearing on foundations; puncture gasket cleanly to fit tightly around protruding anchor bolts. C. Coordinate installation of rough carpentry members specified in other sections. 3.02 INSTALLATION - GENERAL A. Select material sizes to minimize waste. B. Reuse scrap to the greatest extent possible; clearly separate scrap for use on site as accessory components, including: shims, bracing, and blocking. C. Where treated wood is used on interior, provide temporary ventilation during and immediately after installation sufficient to remove indoor air contaminants. 3.03 FRAMING INSTALLATION A. Set structural members level, plumb, and true to line. Discard pieces with defects that would lower required strength or result in unacceptable appearance of exposed members. B. Make provisions for temporary construction loads, and provide temporary bracing sufficient to maintain structure in true alignment and safe condition until completion of erection and installation of permanent bracing. C. Install structural members full length without splices unless otherwise specifically detailed. D. Comply with member sizes, spacing, and configurations indicated, and fastener size and spacing indicated, but not less than required by applicable codes and AWC (WFCM) Wood Frame Construction Manual. E. Install horizontal spanning members with crown edge up and not less than 1-1/2 inches (38 mm) of bearing at each end. F. Construct double joist headers at floor and ceiling openings and under wall stud partitions that are parallel to floor joists; use metal joist hangers unless otherwise detailed. G. Provide bridging at joists in excess of 8 feet (2.3 m) span. Fit solid blocking at ends of members. H. Frame wall openings with two or more studs at each jamb; support headers on cripple studs. 3.04 BLOCKING, NAILERS, AND SUPPORTS A. Provide framing and blocking members as indicated or as required to support finishes, fixtures, specialty items, and trim. ROUGH CARPENTRY 25069 - City of Corpus Christi Detention Center 061000-7 July 31, 2025 B. In framed assemblies that have concealed spaces, provide solid wood fireblocking as required by applicable local code, to close concealed draft openings between floors and between top story and roof/attic space; other material acceptable to authorities having jurisdiction may be used in lieu of solid wood blocking. C. In metal stud walls, provide continuous blocking around door and window openings for anchorage of frames, securely attached to stud framing. D. In walls, provide blocking attached to studs as backing and support for wall -mounted items, unless item can be securely fastened to two or more studs or other method of support is explicitly indicated. E. Where ceiling -mounting is indicated, provide blocking and supplementary supports above ceiling, unless other method of support is explicitly indicated. F. Provide the following specific nonstructural framing and blocking: 1. Cabinets and shelf supports. 2. Wall brackets. 3. Handrails. 4. Grab bars. 5. Towel and bath accessories. 6. Wall -mounted door stops. 7. Chalkboards and marker boards. 8. Wall paneling and trim. 9. Joints of rigid wall coverings that occur between studs. 3.05 ROOF -RELATED CARPENTRY A. Coordinate installation of roofing carpentry with deck construction, framing of roof openings, and roofing assembly installation. 3.06 INSTALLATION OF CONSTRUCTION PANELS A. Roof Sheathing: Secure panels with long dimension perpendicular to framing members, with ends staggered and over firm bearing. 1. At long edges use sheathing clips where joints occur between roof framing members. 2. At long edges provide solid edge blocking where joints occur between roof framing members. 3. Nail panels to framing; staples are not permitted. No overdriven nails are allowed. B. Wall Sheathing: Secure with long dimension parallel to wall studs, with ends over firm bearing and staggered, using nails. ROUGH CARPENTRY 25069 - City of Corpus Christi Detention Center 061000-8 July 31, 2025 1. Install plywood wall sheathing in accordance with manufacturer's current ICC-ES evaluation report for specified sheathing product. 2. Use plywood or other acceptable structural panels at building corners, for not less than 96 inches (2440 mm), measured horizontally. 3. Place water -resistive barrier horizontally over wall sheathing, weather lapping edges and ends. 3.07 SITE APPLIED WOOD TREATMENT A. Apply preservative treatment compatible with factory applied treatment at site -sawn cuts, complying with manufacturer's instructions. B. Allow preservative to dry prior to erecting members. 3.08 TOLERANCES A. Framing Members: 1/4 inch (6 mm) from true position, maximum. B. Surface Flatness of Floor: 1/8 inch in 10 feet (1 mm/m) maximum, and 1/4 inch in 30 feet (7 mm in 10 m) maximum. C. Variation from Plane, Other than Floors: 1/4 inch in 10 feet (2 mm/m) maximum, and 1/4 inch in 30 feet (7 mm in 10 m) maximum. 3.09 FIELD QUALITY CONTROL A. See Division 00 and 01 Sections for additional requirements. B. Coordination of ABAA Tests and Inspections: 1. Provide testing and inspection required by ABAA QAP. 2. Notify in ABAA writing of schedule for air barrier work. Allow adequate time for testing and inspection. 3. Cooperate with ABAA testing agency. 4. Allow access to air barrier work areas and staging. 5. Do not cover air barrier work until tested, inspected, and accepted. 3.10 CLEANING A. Waste Disposal: See Section 01 74 19 - Construction Waste Management and Disposal. 1. Comply with applicable regulations. 2. Do not burn scrap on project site. 3. Do not burn scraps that have been pressure treated. ROUGH CARPENTRY 25069 - City of Corpus Christi Detention Center 061000-9 July 31, 2025 4. Do not send materials treated with pentachlorophenol, CCA, or ACA to co -generation facilities or "waste -to -energy' facilities. B. Do not leave wood, shavings, sawdust, etc. on the ground or buried in fill. C. Prevent sawdust and wood shavings from entering the storm drainage system. END OF SECTION 06 10 00 ROUGH CARPENTRY 25069 - City of Corpus Christi Detention Center 0610 00 - 10 July 31, 2025 SECTION 06 10 53 - MISCELLANEOUS ROUGH CARPENTRY PART 1- GENERAL 1.01 SECTION INCLUDES A. Roof -mounted curbs. B. Roofing nailers. C. Preservative treated wood materials. D. Fire retardant treated wood materials. E. Communications and electrical room mounting boards. F. Concealed wood blocking, nailers, and supports. G. Miscellaneous wood nailers, furring, and grounds. 1.02 REFERENCE STANDARDS A. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot -Dip) on Iron and Steel Hardware; 2023. B. ASTM D2898 - Standard Practice for Accelerated Weathering of Fire -Retardant -Treated Wood for Fire Testing; 2010 (Reapproved 2017). C. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2023d. D. AWPA U1 - Use Category System: User Specification for Treated Wood; 2024. E. PS 1 - Structural Plywood; 2023. F. PS 20 - American Softwood Lumber Standard; 2025. 1.03 SUBMITTALS A. See Section 00 73 00 Supplementary Conditions for submittal procedures. B. Product Data: Provide technical data on wood preservative materials and application instructions. C. Warranty Documentation: Submit manufacturer warranty and ensure that forms have been completed in Owner's name and registered with manufacturer. 1.04 DELIVERY, STORAGE, AND HANDLING A. General: Cover wood products to protect against moisture. Support stacked products to prevent deformation and to allow air circulation. MISCELLANEOUS ROUGH CARPENTRY 25069 - City of Corpus Christi Detention Center 061053-1 July 31, 2024 B. Fire Retardant Treated Wood: Prevent exposure to precipitation during shipping, storage, and installation. 1.05 WARRANTY A. See Division 0 and 01 sections for additional warranty requirements. B. Correct defective work within a two-year period commencing on Date of Substantial Completion. PART 2 - PRODUCTS 2.01 GENERAL REQUIREMENTS A. Dimension Lumber: Comply with PS 20 and requirements of specified grading agencies. 1. If no species is specified, provide species graded by the agency specified; if no grading agency is specified, provide lumber graded by grading agency meeting the specified requirements. 2. Grading Agency: Grading agency whose rules are approved by the Board of Review, American Lumber Standard Committee (www.alsc.org) and who provides grading service for the species and grade specified; provide lumber stamped with grade mark unless otherwise indicated. 2.02 DIMENSION LUMBER FOR CONCEALED APPLICATIONS A. Sizes: Nominal sizes as indicated on drawings, S4S. B. Moisture Content: S-dry or MC19. C. Miscellaneous Framing, Blocking, Nailers, Grounds, and Furring: 1. Lumber: S4S, No.2 or Standard Grade. 2. Boards: Standard or No.3. 2.03 CONSTRUCTION PANELS A. Communications and Electrical Room Mounting Boards: PS 1, A-D plywood, or medium density fiberboard; 3/4 inch (19 mm) thick; flame spread index of 25 or less, smoke developed index of 450 or less, when tested in accordance with ASTM E84. 2.04 ACCESSORIES A. Fasteners and Anchors: 1. Metal and Finish: Stainless steel for high humidity and preservative -treated wood locations, unfinished steel elsewhere. 2. Anchors: Toggle bolt type for anchorage to hollow masonry. MISCELLANEOUS ROUGH CARPENTRY 25069 - City of Corpus Christi Detention Center 061053-2 July 31, 2024 3. Screws for Fastening to Metal Framing: ASTM C954, length as recommended by screw manufacturer for material being fastened. 4. Power -Driven Fasteners: Fastener systems with an evaluation report acceptable to authorities having jurisdiction, based on ICC-ES AC70. 2.05 FACTORY WOOD TREATMENT A. Treated Lumber and Plywood: Comply with requirements of AWPA U1 - Use Category System for wood treatments determined by use categories, expected service conditions, and specific applications. 1. Fire -Retardant Treated Wood: Mark each piece of wood with producer's stamp indicating compliance with specified requirements. 2. Preservative -Treated Wood: Provide lumber and plywood marked or stamped by an ALSC-accredited testing agency, certifying level and type of treatment in accordance with AWPA standards. B. Fire Retardant Treatment: 1. Exterior Type: AWPA U1, Category UCFB, Commodity Specification H, chemically treated and pressure impregnated; capable of providing a maximum flame spread index of 25 when tested in accordance with ASTM E84, with no evidence of significant combustion when test is extended for an additional 20 minutes both before and after accelerated weathering test performed in accordance with ASTM D2898. a. Kiln dry wood after treatment to a maximum moisture content of 19 percent for lumber and 15 percent for plywood. b. Do not use treated wood in direct contact with ground. 2. Interior Type A: AWPA U1, Use Category UCFA, Commodity Specification H, low temperature, low hygroscopic type, chemically treated and pressure impregnated; capable of providing a maximum flame spread index of 25 when tested in accordance with ASTM E84, with no evidence of significant combustion when test is extended for an additional 20 minutes. a. Kiln dry wood after treatment to a maximum moisture content of 19 percent for lumber and 15 percent for plywood. b. Treat rough carpentry items as indicated. c. Do not use treated wood in applications exposed to weather or where the wood may become wet. C. Preservative Treatment by Pressure Process: AWPA U1; Use Category UC2 for interior construction not in contact with ground, Use Category UC3b for exterior construction not in contact with ground, and Use Category UC4a for items in contact with ground. 1. Preservative Chemicals: Acceptable to authorities having jurisdiction and containing no arsenic or chromium. MISCELLANEOUS ROUGH CARPENTRY 25069 - City of Corpus Christi Detention Center 061053-3 July 31, 2024 D. Mark lumber with treatment quality mark of an inspection agency approved by the ALSC Board of Review. E. Application: Treat items indicated on Drawings, and the following: 1. Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar members in connection with roofing, flashing, vapor barriers, and waterproofing. 2. Wood sills, sleepers, blocking, and similar concealed members in contact with masonry or concrete. 3. Wood floor plates that are installed over concrete slabs -on -grade PART 3 - EXECUTION 3.01 INSTALLATION - GENERAL A. Select material sizes to minimize waste. B. Reuse scrap to the greatest extent possible; clearly separate scrap for use on site as accessory components, including: shims, bracing, and blocking. C. Where treated wood is used on interior, provide temporary ventilation during and immediately after installation sufficient to remove indoor air contaminants. 3.02 BLOCKING, NAILERS, AND SUPPORTS A. Provide framing and blocking members as indicated or as required to support finishes, fixtures, specialty items, and trim. B. In metal stud walls, provide continuous blocking around door and window openings for anchorage of frames, securely attached to stud framing. C. In walls, provide blocking attached to studs as backing and support for wall -mounted items, unless item can be securely fastened to two or more studs or other method of support is explicitly indicated. D. Where ceiling -mounting is indicated, provide blocking and supplementary supports above ceiling, unless other method of support is explicitly indicated. E. Provide the following specific nonstructural framing and blocking: 1. Cabinets and shelf supports. 2. Wall brackets. 3. Handrails. 4. Grab bars. 5. Towel and bath accessories. 6. Wall -mounted door stops. 7. Chalkboards and marker boards. MISCELLANEOUS ROUGH CARPENTRY 25069 - City of Corpus Christi Detention Center 061053-4 July 31, 2024 8. Wall paneling and trim. 9. Joints of rigid wall coverings that occur between studs. 3.03 ROOF -RELATED CARPENTRY A. Coordinate installation of roofing carpentry with deck construction, framing of roof openings, and roofing assembly installation. B. Provide wood curb at roof openings except where prefabricated curbs are specified and where specifically indicated otherwise. Form corners by alternating lapping side members. 3.04 INSTALLATION OF CONSTRUCTION PANELS A. Communications and Electrical Room Mounting Boards: Secure with screws to studs with edges over firm bearing; space fasteners at maximum 24 inches (610 mm) on center on edges and into studs in field of board. 1. At fire -rated walls, install board over wall board indicated as part of the fire -rated assembly. 2. Where boards are indicated as full floor -to -ceiling height, install with long edge of board parallel to studs. 3. Install adjacent boards without gaps. END OF SECTION 06 10 53 MISCELLANEOUS ROUGH CARPENTRY 25069 - City of Corpus Christi Detention Center 061053-5 July 31, 2024 SECTION 06 18 00 - GLUE -LAMINATED CONSTRUCTION PART 1- GENERAL 1.01 SECTION INCLUDES A. Glue laminated wood beams. B. Preservative treatment of wood. C. Steel hardware and attachment brackets. 1.02 PRICE AND PAYMENT PROCEDURES A. See Section 01 29 01 — Measurement and Basis for Payment, for additional unit price requirements. B. Glue Laminated Structural Beam Members: By the linear foot (linear meter). Includes unit member shop finished, connectors and brackets, placed and anchored. 1.03 REFERENCE STANDARDS A. AITC A190.1 - American National Standard for Wood Products - Structural Glued Laminated Timber; 2007. B. ASTM A36/A36M - Standard Specification for Carbon Structural Steel; 2019. C. ASTM A123/A123M - Standard Specification for Zinc (Hot -Dip Galvanized) Coatings on Iron and Steel Products; 2017. D. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot -Dip) on Iron and Steel Hardware; 2023. E. ASTM A563 - Standard Specification for Carbon and Alloy Steel Nuts; 2021a. F. ASTM A563M - Standard Specification for Carbon and Alloy Steel Nuts (Metric); 2021a. G. ASTM A666 - Standard Specification for Annealed or Cold -Worked Austenitic Stainless Steel Sheet, Strip, Plate, and Flat Bar; 2023. H. ASTM D2559 - Standard Specification for Adhesives for Bonded Structural Wood Products for Use Under Exterior Exposure Conditions; 2012a (Reapproved 2018). I. ASTM F3125/F3125M - Standard Specification for High Strength Structural Bolts and Assemblies, Steel and Alloy Steel, Heat Treated, Inch Dimensions 120 ksi and 150 ksi Minimum Tensile Strength, and Metric Dimensions 830 MPa and 1040 MPa Minimum Tensile Strength; 2023. J. AWPA U1 - Use Category System: User Specification for Treated Wood; 2024. K. AWS 62.1/B2.1M - Specification for Welding Procedure and Performance Qualification; 2021, with Errata (2023). GLUE -LAMINATED CONSTRUCTION 25069 - City of Corpus Christi Detention Center 061800-1 July 31, 2025 L. AWS D1.1/D1.1M - Structural Welding Code - Steel; 2020, with Errata (2023). M. RIS (GR) - Standard Specifications for Grades of California Redwood Lumber; 2019. 1.04 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Product Data: Provide technical data on wood preservative materials, application technique and resultant performance information. C. Shop Drawings: Indicate framing system, sizes and spacing of members, loads and cambers, bearing and anchor details, bridging and bracing, framed openings . 1. Submit design calculations signed and sealed by design engineer. D. Designer's Qualification Statement. E. Manufacturer's Qualification Statement. F. Welders' Qualification Statement: Welders' certificates in accordance with AWS B2.1/B2.1M and dated no more than 12 months before start of scheduled welding work. G. Erector's Qualification Statement. 1.05 QUALITY ASSURANCE A. Manufacturer/Fabricator Qualifications: Company specializing in manufacture of glue laminated structural units with five years of documented experience, and certified by AITC in accordance with AITC A190.1. B. Erector Qualifications: Company specializing in erection of products of the type specified with five years documented experience, and approved by manufacturer. C. Welder Qualifications: Welding processes and welding operators qualified in accordance with AWS D1.1/D1.1M and no more than 12 months before start of scheduled welding work. 1.06 DELIVERY, STORAGE, AND HANDLING A. Protect members to AITC requirements for individually wrapped. B. Leave individual wrapping in place until finishing occurs. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Glued -Laminated Structural Units: 1. BASIS OF DESIGN PRODUCT: Anthony Forest Products Company; Power Beam: www.anthonyforest.com/ 2. Boise Cascade Company: www.bc.com/#sle. GLUE -LAMINATED CONSTRUCTION 25069 - City of Corpus Christi Detention Center 061800-2 July 31, 2025 3. Substitutions: See Section 01 60 00 - Product Requirements. 2.02 GLUED -LAMINATED UNITS A. Glued -Laminated Units: Fabricate in accordance with AITC 117 Premium grade. 1. Verify dimensions and site conditions prior to fabrication. 2. Cut and fit members accurately to length to achieve tight joint fit. 3. Fabricate member with camber built in. 4. Do not splice or join members in locations other than those indicated without permission. 5. Fabricate steel hardware and connections with joints neatly fitted, welded, and ground smooth. 6. Welding: Perform welding in accordance with AWS D1.1/D1.1M. 7. After end trimming, seal with sealer coat in accordance with AITC requirements. 2.03 MATERIALS A. Lumber: Lumber complying with RIS (GR), SPIB (GR), WCLIB (GR), WWPA G-5 grading rules with 12 percent maximum moisture content before fabrication. Design for the values indicated on the Drawings. B. Steel Connections and Brackets: ASTM A36/A36M weldable quality, prime painted. Galvanize per ASTM A123/A123M where embedded in concrete. C. Steel Connections and Brackets: ASTM A666, Type 304 stainless steel. D. Anchor Bolts: ASTM F3125/F3125M, Type 1 heavy hex high strength bolts and ASTM A563 (ASTM A563M) nuts; hot -dip galvanized to meet requirements of ASTM A153/A153M, matching washers. E. Laminating Adhesive: Tested for wet/exterior service in accordance with ASTM D2559. F. Wood Sealer: as recommended by Manufacturer. G. Bearing Plate Anchors: Expansion shield and lag bolt type for anchorage to solid masonry or concrete. 2.04 WOOD TREATMENT A. Factory -Treated Lumber: Comply with requirements of AWPA U1 - Use Category System for pressure impregnated wood treatments determined by use categories, expected service conditions, and specific applications. B. Preservative Pressure Treatment: 1. Manufacturers: a. Lonza Group: www.wolmanizedwood.com/#sle. GLUE -LAMINATED CONSTRUCTION 25069 - City of Corpus Christi Detention Center 061800-3 July 31, 2025 b. Osmose Utilities Services, Inc: www.osmose.com/#sle. c. Viance, LLC: www.treatedwood.com/#sle. d. Substitutions: See Section 01 60 00 - Product Requirements. 2. Preservative Pressure Treatment of Glued -Laminated Structural Units: AWPA U1, Use Category UC2, Commodity Specification F using waterborne preservative. a. Kiln dry lumber after treatment and before lamination to maximum moisture content of 15 percent. 3. Marking: Marked each piece with stamp of an ALSC-accredited testing agency, certifying level and type of treatment in accordance with AWPA standards. C. Shop treat wood materials in accordance with manufacturer's instructions. 2.05 FABRICATION A. Fabricate glue laminated structural members in accordance with AITC Premium grade. B. Welding: Perform welding in accordance with AWS D1.1/D1.1M. C. Verify dimensions and site conditions prior to fabrication. D. Cut and fit members accurately to length to achieve tight joint fit. E. Fabricate member with camber built in. F. Do not splice or join members in locations other than those indicated without permission. G. Fabricate steel hardware and connections with joints neatly fitted, welded, and ground smooth. H. After end trimming, seal with penetrating sealer in accordance with AITC requirements. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify that supports are ready to receive units. B. Verify sufficient end bearing area. 3.02 PREPARATION A. Coordinate placement of bearing or support brackets. 3.03 ERECTION A. Lift members using protective straps to prevent visible damage. B. Set structural members level and plumb, in correct positions or sloped where indicated. C. Provide temporary bracing and anchorage to hold members in place until permanently secured. GLUE -LAMINATED CONSTRUCTION 25069 - City of Corpus Christi Detention Center 061800-4 July 31, 2025 D. Fit members together accurately without trimming, cutting, splicing, or other unauthorized modification. E. Swab and seal the interior wood surfaces of field drilled holes in members with primer. 3.04 TOLERANCES A. Framing Members: 1/4 inch (6.35 mm) maximum from true position. END OF SECTION 06 18 00 GLUE -LAMINATED CONSTRUCTION 25069 - City of Corpus Christi Detention Center 061800-5 July 31, 2025 SECTION 06 20 00 - FINISH CARPENTRY PART 1- GENERAL 1.01 SECTION INCLUDES A. Wood base and moldings. 1.02 REFERENCE STANDARDS A. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards, 2nd Edition; 2014, with Errata (2016). B. AWMAC/WI (NAAWS) - North American Architectural Woodwork Standards; 2021, with Errata. 1.03 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements for submittal procedures. B. Product Data: C. Samples: Submit two finished samples of wood trim 12 inch (305 mm) long. 1.04 DELIVERY, STORAGE, AND HANDLING A. Store finish carpentry items under cover, elevated above grade, and in a dry, well -ventilated area not exposed to heat or sunlight. B. Protect from moisture damage. C. Handle materials and products to prevent damage to edges, ends, or surfaces. PART 2 - PRODUCTS 2.01 FINISH CARPENTRY ITEMS A. Quality Standard: Custom Grade, in accordance with AWI/AWMAC/WI (AWS) or AWMAC/WI (NAAWS), unless noted otherwise. B. Interior Woodwork Items: 1. Wood Base and Moldings: Clear fir; prepare for stained finish to match plastic laminate color PL2. 2.02 FASTENINGS A. Fasteners: Of size and type to suit application. FINISH CARPENTRY 25069 - City of Corpus Christi Detention Center 062000-1 July 31, 2025 2.03 ACCESSORIES A. Adhesive: Type recommended by fabricator to suit application. B. Wood Filler: Solvent base, tinted to match surface finish color. 2.04 SITE FINISHING MATERIALS A. Stain and Finishing Materials: Comply with AWI/AWMAC/WI (AWS) or AWMAC/WI (NAAWS), unless noted otherwise. 2.05 FABRICATION A. Shop assemble work for delivery to site, permitting passage through building openings. B. When necessary to cut and fit on site, provide materials with ample allowance for cutting. Provide trim for scribing and site cutting. 2.06 SHOP FINISHING A. Sand work smooth and set exposed nails and screws. B. Apply wood filler in exposed nail and screw indentations. C. On items to receive transparent finishes, use wood filler that matches surrounding surfaces and is of type recommended for the applicable finish. D. Finish work in accordance with AWI/AWMAC/WI (AWS) or AWMAC/WI (NAAWS), Section 5 - Finishing for grade specified and as follows: 1. Transparent: a. Catalyzed Lacquer. b. Stain: As scheduled on Drawings. c. Sheen: Semigloss. PART 3 - EXECUTION 3.01 INSTALLATION A. Install custom fabrications in accordance with AWI/AWMAC/WI (AWS) or AWMAC/WI (NAAWS) requirements for grade indicated. B. Set and secure materials and components in place, plumb and level. C. Carefully scribe work abutting other components, with maximum gaps of 1/32 inch (0.79 mm). Do not use additional overlay trim to conceal larger gaps. FINISH CARPENTRY 25069 - City of Corpus Christi Detention Center 062000-2 July 31, 2025 3.02 TOLERANCES A. Maximum Variation from True Position: 1/16 inch (1.6 mm). B. Maximum Offset from True Alignment with Abutting Materials: 1/32 inch (0.79 mm). END OF SECTION 06 20 00 FINISH CARPENTRY 25069 - City of Corpus Christi Detention Center 062000-3 July 31, 2025 SECTION 06 4100 - ARCHITECTURAL WOOD CASEWORK PART 1- GENERAL 1.01 SECTION INCLUDES A. Specially fabricated cabinet units. B. Countertops. C. Hardware. D. Factory finishing. E. Preparation for installing utilities. 1.02 REFERENCE STANDARDS A. ANSI A208.1 - American National Standard for Particleboard; 2022. B. ANSI A208.2 - Medium Density Fiberboard (MDF) for Interior Applications; 2022. C. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards, 2nd Edition; 2014, with Errata (2016). D. AWMAC/WI (NAAWS) - North American Architectural Woodwork Standards; 2021, with Errata. E. NEMA LD 3 - High -Pressure Decorative Laminates; 2005. 1.03 SUBMITTALS A. See Section 00 73 00 — Supplementary Conditions for submittal procedures. B. Shop Drawings: Indicate materials, component profiles, fastening methods, jointing details, and accessories. C. Product Data: Provide data for hardware accessories. 1.04 QUALITY ASSURANCE A. Fabricator Qualifications: Company specializing in fabricating the products specified in this section with minimum five years of documented experience. 1.05 DELIVERY, STORAGE, AND HANDLING A. Protect units from moisture damage. ARCHITECTURAL WOOD CASEWORK 25069 - City of Corpus Christi Detention Center 064100-1 July 31, 2025 1.06 FIELD CONDITIONS A. During and after installation of custom cabinets, maintain temperature and humidity conditions in building spaces at same levels planned for occupancy. PART 2 - PRODUCTS 2.01 CABINETS A. Quality Standard: Custom Grade, in accordance with AWI/AWMAC/WI (AWS) or AWMAC/WI (NAAWS), unless noted otherwise. B. Plastic Laminate Faced Cabinets: Custom grade. C. Cabinets: 1. Finish - Exposed Exterior Surfaces: Decorative laminate. 2. Finish - Exposed Interior Surfaces: Decorative laminate. 3. Finish - Semi -Exposed Surfaces: Decorative laminate 4. Finish - Concealed Surfaces: Manufacturer's option. 5. Casework Construction Type: Type A - Frameless. 6. Cabinet Style: Flush overlay. a. Reveal Dimension: 1/2 inch. D. Drawer Construction: Fabricate with exposed fronts fastened to subfront with mounting screws from interior of body. 1. Join subfronts, backs, and sides with glued rabbeted joints supplemented by mechanical fasteners or glued dovetail joints. 2.02 PANEL CORE MATERIALS A. Particleboard: Composite panel composed of cellulosic particles, additives, and bonding system; comply with ANSI A208.1. 1. Grade: M-2; moisture resistance: MR10. B. Medium Density Fiberboard (MDF): Composite panel composed of cellulosic fibers, additives, and bonding system; cured under heat and pressure; comply with ANSI A208.2. 1. Grade: 130; moisture resistance: MR10. 2.03 THERMALLY FUSED LAMINATE PANELS A. Thermally Fused Laminate (TFL): Melamine- or polyester -resin -saturated decorative papers; for fusion to composite wood substrates under heat and pressure. 1. Test in accordance with NEMA LD 3 Section 3. ARCHITECTURAL WOOD CASEWORK 25069 - City of Corpus Christi Detention Center 064100-2 July 31, 2025 2. Panel Core Substrate: Particleboard or Medium Density Fiberboard (MDF). 3. Color: As selected from manufacturer's standard range of colors. 2.04 LAMINATE MATERIALS A. Manufacturers: 1. Formica Corporation: www.formica.com/#sle. 2. Wilsonart LLC: www.wilsonart.com/#sle. 3. Substitutions: See Section 01 60 00 - Product Requirements. B. High Pressure Decorative Laminate (HPDL): NEMA LD 3, types as recommended for specific applications. C. Provide specific types as indicated. 1. Horizontal Surfaces: HGS, 0.048 inch (1.22 mm) nominal thickness, finish as indicated. 2. Vertical Surfaces: VGS, 0.028 inch (0.71 mm) nominal thickness. 3. Post -Formed Horizontal Surfaces: HGP, 0.039 inch (1.0 mm) nominal thickness. 4. Surfaces Other Than Drawer Bodies: CLS, 0.020 inch (0.51 mm) nominal thickness. a. Edges of Plastic Laminate Shelves: PVC edge banding, 0.12-inch thick, matching laminate in color, pattern and finish. 2.05 COUNTERTOPS A. Plastic Laminate Countertops: Medium density fiberboard substrate covered with HPDL, conventionally fabricated and self -edge banded. B. Solid Surfacing Countertops: Where indicated on drawings. Refer to Specification Section 12 36 61 "Solid Surfacing Countertops". 2.06 COLORS, PATTERNS, AND FINISHES: A. Provide materials and products that result in colors and textures of exposed laminate surfaces complying with the following requirements: 1. As indicated on the Room Finish Schedule. 2.07 ACCESSORIES A. Adhesive: Type recommended by fabricator to suit application. Do not use adhesives that contain urea formaldehyde. B. Plastic Edge Banding: Extruded ABS or PVC, convex shaped; smooth finish; self locking serrated tongue; of width to match component thickness. 1. Color: Matching laminate in color and pattern. ARCHITECTURAL WOOD CASEWORK 25069 - City of Corpus Christi Detention Center 064100-3 July 31, 2025 C. Fasteners: Size and type to suit application. D. Bolts, Nuts, Washers, Lags, Pins, and Screws: Of size and type to suit application; galvanized or chrome -plated finish in concealed locations and stainless steel finish in exposed locations. E. Grommets for Cable Passage: 2-inch OD, molded -plastic grommets and matching plastic caps with slot for wire passage where indicated on the drawings, 3'-0" o.c. minimum. 1. Color: as selected by Architect from Manufacturer's full line of colors. 2.08 HARDWARE A. General: Provide cabinet hardware and accessory materials associated with architectural cabinets except for items specified in Section 08 7100 "Door Hardware." B. Frameless Concealed Hinges (European Type): ANSI/BHMA A156.9, B01602, 135 degrees of opening. C. Back -Mounted Pulls: ANSI/BHMA A156.9, B02011. 1. Amerock BP36571G10 Monument 5-1/16 inch Center to Center Pull 2. Finish: Satin Nickel. D. Catches: Push -in magnetic catches, ANSI/BHMA A156.9, B03131. E. Adjustable Shelf Standards and Supports: ANSI/BHMA A156.9, B04071; with shelf rests, B04081. F. Shelf Rests: ANSI/BHMA A156.9, B04013; metal. G. Drawer Slides: ANSI/BHMA A156.9. 1. Heavy -Duty (Grade 1HD-100 and Grade 1HD-200): Side mount. a. Type: Full extension. b. Material: Zinc -plated ball bearing slides. H. Door Locks: ANSI/BHMA A156.11, E07121. I. Drawer Locks: ANSI/BHMA A156.11, E07041. J. Door and Drawer Silencers: ANSI/BHMA A156.16, L03011. K. Grommets for Cable Passage: 2-inch OD, molded -plastic grommets and matching plastic caps with slot for wire passage where indicated on the drawings, 3'-0" o.c. minimum. 1. Color: as selected by Architect from Manufacturer's full line of colors. L. Exposed Hardware Finishes: For exposed hardware, provide finish that complies with ANSI/BHMA A156.18 for ANSI/BHMA finish number indicated. 1. Satin Stainless Steel: ANSI/BHMA 630. M. For concealed hardware, provide manufacturer's standard finish that complies with product class requirements in ANSI/BHMA A156.9 ARCHITECTURAL WOOD CASEWORK 25069 - City of Corpus Christi Detention Center 064100-4 July 31, 2025 2.09 FABRICATION A. Assembly: Shop assemble cabinets for delivery to site in units easily handled and to permit passage through building openings. B. Edging: Fit shelves, doors, and exposed edges with specified edging. Do not use more than one piece for any single length. C. Fitting: When necessary to cut and fit on site, provide materials with ample allowance for cutting. Provide matching trim for scribing and site cutting. D. Plastic Laminate: Apply plastic laminate finish in full uninterrupted sheets consistent with manufactured sizes. Fit corners and joints hairline; secure with concealed fasteners. Slightly bevel arises. Locate counter butt joints minimum 2 feet from sink cut-outs. (Locate counter butt joints minimum 600 mm from sink cut-outs.) E. Provide cutouts for plumbing fixtures. Verify locations of cutouts from on -site dimensions. Prime paint cut edges. PART 3 - EXECUTION 3.01 INSTALLATION A. Install work in accordance with AWI/AWMAC/WI (AWS) or AWMAC/WI (NAAWS) requirements for grade indicated. B. Set and secure custom cabinets in place, assuring that they are rigid, plumb, and level. C. Carefully scribe casework abutting other components, with maximum gaps of 1/32 inch (0.79 mm). Do not use additional overlay trim for this purpose. D. Anchor cabinets to anchors or blocking built in or directly attached to substrates. Secure with wafer -head cabinet installation screws. E. Install cabinets level, plumb, and true in line to a tolerance of 1/8 inch in 96 inches using concealed shims. 1. Scribe and cut cabinets to fit adjoining work, refinish cut surfaces, and repair damaged finish at cuts. 2. Install cabinets without distortion so doors and drawers fit openings and are accurately aligned. Adjust hardware to center doors and drawers in openings and to provide unencumbered operation. Complete installation of hardware and accessory items as indicated. 3. Fasten wall cabinets through back, near top and bottom, and at ends not more than 16 inches o.c. with No. 10 wafer -head screws sized for not less than 1-1/2-inch penetration into wood framing, blocking, or hanging strips. F. Secure cabinets to floor using appropriate angles and anchorages. ARCHITECTURAL WOOD CASEWORK 25069 - City of Corpus Christi Detention Center 064100-5 July 31, 2025 3.02 ADJUSTING A. Repair damaged and defective cabinets, where possible, to eliminate functional and visual defects; where not possible to repair, replace woodwork. Adjust joinery for uniform appearance. B. Adjust moving or operating parts to function smoothly and correctly. 3.03 CLEANING A. Clean casework, counters, shelves, hardware, fittings, and fixtures. END OF SECTION 06 4100 ARCHITECTURAL WOOD CASEWORK 25069 - City of Corpus Christi Detention Center 064100-6 July 31, 2025 SECTION 06 83 16 - FIBERGLASS REINFORCED PANELING PART 1- GENERAL 1.01 SECTION INCLUDES A. Fiberglass reinforced plastic panels. B. Trim. 1.02 REFERENCE STANDARDS A. ASTM D5319 - Standard Specification for Glass -Fiber Reinforced Polyester Wall and Ceiling Panels; 2022. B. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2023d. 1.03 SUBMITTALS A. See Section 00 73 00 — Supplementary Conditions, for submittal procedures. B. Product Data: Provide data on specified products, describing physical and performance characteristics; including sizes, patterns and colors available; and installation instructions. 1.04 DELIVERY, STORAGE, AND HANDLING A. Store panels flat, indoors, on a clean, dry surface. Remove packaging and allow panels to acclimate to room temperature for 48 hours prior to installation. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Fiberglass Reinforced Plastic Panels: 1. Basis of Design Product: Subject to compliance with requirements, provide Marlite Standard FRP Panels or comparable product by one of the following: a. Crane Composites, Inc: www.cranecomposites.com/#sle. b. Marlite, Inc: www.marlite.com/#sle. c. Nudo Products, Inc; FiberLite FRP: www.nudo.com/#sle. d. Panolam Industries International, Inc: www.panolam.com/#sle. 2. Substitutions: See Section 01 6000 - Product Requirements. FIBERGLASS REINFORCED PANELING 25069 - City of Corpus Christi Detention Center 068316-1 July 31, 2025 2.02 PANEL SYSTEMS A. Wall Panels: 1. Panel Size: As indicated on Drawings. 2. Panel Thickness: 0.10 inch (2.5 mm). 3. Surface Design: P199, Pebbled. 4. Color: "Bright White". 5. Attachment Method: Adhesive only, sealant joints, no trim. 2.03 MATERIALS A. Panels: Fiberglass reinforced plastic (FRP), complying with ASTM D5319. 1. Surface Burning Characteristics: Maximum flame spread index of 25 and smoke developed index of 450; when system tested in accordance with ASTM E84. B. Trim: PVC; color coordinating with panel. Pattern -matched to panel. C. Adhesive: Type recommended by panel manufacturer. D. Sealant: Mildew -resistant, single -component, neutral -curing silicone sealant recommended by Manufacturer; color matching panel. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify existing conditions and substrate flatness before starting work. B. Verify that substrate conditions are ready to receive the work of this section. C. Verify that layout of hangers will not interfere with other work; make adjustments in layout as necessary. 3.02 INSTALLATION - WALLS A. Install panels in accordance with manufacturer's instructions. B. Cut and drill panels with carbide tipped saw blades, drill bits, or snips. C. Apply adhesive to the back side of the panel using trowel as recommended by adhesive manufacturer. D. Apply panels to wall with seams plumb and pattern aligned with adjoining panels. E. Install panels with manufacturer's recommended gap for panel field and corner joints. F. Place trim on panel before fastening edges, as required. G. Fill channels in trim with sealant before attaching to panel. FIBERGLASS REINFORCED PANELING 25069 - City of Corpus Christi Detention Center 068316-2 July 31, 2025 H. Install trim with adhesive and screws or nails, as required. I. Seal gaps at floor, ceiling, and between panels with applicable sealant to prevent moisture intrusion. J. Remove excess sealant after paneling is installed and prior to curing. END OF SECTION 06 83 16 FIBERGLASS REINFORCED PANELING 25069 - City of Corpus Christi Detention Center 068316-3 July 31, 2025 SECTION 07 01 50.19 - PREPARATION FOR RE -ROOFING PART 1- GENERAL 1.01 SECTION INCLUDES A. Replacement of existing roofing system in preparation for entire new roofing system. B. Removal of existing flashing and counterflashings. C. Temporary roofing protection. 1.02 RELATED REQUIREMENTS A. Section 07 54 19 - Polyvinyl -Chloride TPA Roofing. B. Section 07 62 00 - Sheet Metal Flashing and Trim: Replacement of flashing and counterflashings. 1.03 ADMINISTRATIVE REQUIREMENTS A. Coordinate with affected mechanical and electrical work associated with roof penetrations. B. Preinstallation Meeting: Convene one week before starting work of this section. 1. Attendees: a. Architect. b. Contractor. c. Owner. d. Installer. 2. Meeting Agenda: Provide agenda to participants prior to meeting in preparation for discussions on the following: a. Removal and installation schedule. b. Necessary preparatory work. c. Protection before, during, and after roofing system installation. d. Removal of existing roofing system. e. Installation of new roofing system. f. Temporary roofing and daily terminations. g. Transitions and connection to and with other work. h. Inspections and testing of installed systems. PREPARATION FOR RE -ROOFING 25069 - City of Corpus Christi Detention Center 070150.19-1 July 31, 2025 1.04 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements for submittal procedures. B. Product Data: Submit for each type of material. C. Shop Drawings: Indicate size, configuration, and installation details. 1.05 FIELD CONDITIONS A. Existing Roofing System: Spray -on roofing over modified bitumen roofing. B. Do not remove existing roofing membrane when weather conditions threaten the integrity of building contents or intended continued occupancy. C. Maintain continuous temporary protection prior to and during installation of new roofing system. D. Provide notice at least three days before starting activities that will affect normal building operations. PART 2 - PRODUCTS 2.01 COMPONENTS A. See the following sections for additional information on components relating to this work: 1. Replacement and removal of existing roofing system in preparation for entire new roofing system over the existing roof deck, see Section 07 5419. 2. Remove existing flashing and counterflashings in preparation for replacement of these materials as part of this work, see Section 07 62 00 for material requirements. 2.02 MATERIALS A. Temporary Roofing Protection Materials: 1. Contractor's responsibility to select appropriate materials for temporary protection of roofing areas as determined necessary for this work. 2.03 ACCESSORIES A. Fasteners: Type and size as required and compatible with existing and new roofing system to resist local wind uplift. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify that existing roof surface has been cleared of materials being removed from existing roofing system and ready for next phase of work as required. PREPARATION FOR RE -ROOFING 25069 - City of Corpus Christi Detention Center 07 0150.19 - 2 July 31, 2025 3.02 PREPARATION A. Sweep roof surface clean of loose matter. B. Remove loose refuse and dispose of properly off -site. 3.03 MATERIAL REMOVAL A. Remove only existing roofing materials that can be replaced with new materials the same day. B. Remove metal counter flashings. C. Repair existing wood deck surface to provide smooth working surface for new roof system. 3.04 INSTALLATION A. Coordinate scope of this work with requirements for installation of new roofing system, see Section 075419 for additional requirements. 3.05 FIELD QUALITY CONTROL A. Independent agency inspection and testing will be provided under provisions of Section 01 40 00. 3.06 PROTECTION A. Provide protection of existing roofing system that is not having work performed on it. B. Provide temporary protective sheeting over uncovered deck surfaces. C. Provide for surface drainage from sheeting to existing drainage facilities. D. Do not permit traffic over unprotected or repaired deck surface. END OF SECTION 07 0150.19 PREPARATION FOR RE -ROOFING 25069 - City of Corpus Christi Detention Center 07 0150.19 - 3 July 31, 2025 SECTION 07 13 26 - SELF -ADHERING SHEET WATERPROOFING PART 1- GENERAL 1.01 SUMMARY A. Section Includes: 1. Modified bituminous sheet waterproofing. 1.02 ACTION SUBMITTALS A. Product Data: For each type of product. 1.03 INFORMATIONAL SUBMITTALS A. Sample warranties. 1.04 WARRANTY A. Manufacturer's Warranty: Manufacturer agrees to furnish replacement waterproofing material for waterproofing that does not comply with requirements or that fails to remain watertight within specified warranty period. 1. Warranty Period: Five years from date of Substantial Completion. PART 2 - PRODUCTS 2.01 MODIFIED BITUMINOUS SHEET WATERPROOFING A. Modified Bituminous Sheet Waterproofing: Minimum 60-mil nominal thickness, self -adhering sheet consisting of 56 mils (1.4224 mm) of rubberized asphalt laminated on one side to a 4- mil- thick, polyethylene -film reinforcement, and with release liner on adhesive side. 1. Basis -of -Design Product: Subject to compliance with requirements, provide product indicated on Drawings or comparable product by one of the following: a. GCP Applied Technologies Inc.; Bituthene 3000. 2. Physical Properties: a. Tensile Strength, Membrane: 325 psi (2240.80 kPa) minimum; ASTM D412, Die C, modified. b. Ultimate Elongation: 300 percent minimum; ASTM D412, Die C, modified. c. Low -Temperature Flexibility: Pass at minus 20 deg F; ASTM D1970/D1970M. d. Crack Cycling: Unaffected after 100 cycles of 1/8-inch movement; ASTM C836/C836M. SELF -ADHERING SHEET WATERPROOFING 25069 - City of Corpus Christi Detention Center 071326-1 July 31, 2025 e. Puncture Resistance: 50 Ibf minimum; ASTM E154/E154M. f. Water Absorption: 0.1 percent weight -gain maximum after 48-hour immersion at 70 deg F; ASTM D570. g. Water Vapor Permeance: 0.05 perm maximum; ASTM E96/E96M, Water Method. h. Hydrostatic -Head Resistance: 200 feet (6096 cm) minimum; ASTM D5385. 3. Sheet Strips: Self -adhering, rubberized -asphalt strips of same material and thickness as sheet waterproofing. 2.02 AUXILIARY MATERIALS A. Furnish auxiliary materials recommended by waterproofing manufacturer for intended use and compatible with sheet waterproofing. 1. Furnish liquid -type auxiliary materials that comply with VOC limits of authorities having jurisdiction. B. Metal Termination Bars: Aluminum bars, approximately 1 by 1/8 inch (3.18 mm), predrilled at 9-inch centers where required by manufacturer. PART 3 - EXECUTION 3.01 PREPARATION A. Clean, prepare, and treat substrates according to manufacturer's written instructions. Provide clean, dust -free, and dry substrates for waterproofing application. B. Mask off adjoining surfaces not receiving waterproofing to prevent spillage and overspray affecting other construction. 3.02 INSTALLATION OF MODIFIED BITUMINOUS SHEET -WATERPROOFING A. Install modified bituminous sheets according to waterproofing manufacturer's written instructions. B. Apply primer to substrates at required rate and allow it to dry. Limit priming to areas that will be covered by sheet waterproofing in same day. Reprime areas exposed for more than 24 hours. C. Apply and firmly adhere sheets over area to receive waterproofing. Accurately align sheets and maintain uniform 2-1/2-inch- minimum lap widths and end laps. Overlap and seal seams, and stagger end laps to ensure watertight installation. 1. When ambient and substrate temperatures range between 25 and 40 deg F, install self - adhering, modified bituminous sheets produced for low -temperature application. Do not use low -temperature sheets if ambient or substrate temperature is higher than 60 deg F. D. Horizontal Application: Apply sheets from low to high points of decks to ensure that laps shed water. SELF -ADHERING SHEET WATERPROOFING 25069 - City of Corpus Christi Detention Center 071326-2 July 31, 2025 E. Apply continuous sheets over already -installed sheet strips, bridging substrate cracks, construction, and contraction joints. F. Seal edges of sheet -waterproofing terminations with mastic. G. Install sheet -waterproofing and auxiliary materials to tie into adjacent waterproofing. H. Repair tears, voids, and lapped seams in waterproofing not complying with requirements. Slit and flatten fishmouths and blisters. Patch with sheet waterproofing extending 6 inches (152.4 mm) beyond repaired areas in all directions. 3.03 PROTECTION, REPAIR, AND CLEANING A. Do not permit foot or vehicular traffic on unprotected membrane. B. Correct deficiencies in or remove waterproofing that does not comply with requirements; repair substrates, reapply waterproofing, and repair sheet flashings. C. Clean spillage and soiling from adjacent construction using cleaning agents and procedures recommended in writing by manufacturer of affected construction. END OF SECTION 07 13 26 SELF -ADHERING SHEET WATERPROOFING 25069 - City of Corpus Christi Detention Center 071326-3 July 31, 2025 SECTION 07 19 17 - ANTI -GRAFFITI COATINGS PART 1- GENERAL 1.01 REFERENCE STANDARDS A. ASTM D1653 - Standard Test Methods for Water Vapor Transmission of Organic Coating Films; 2013 (Reapproved 2021). 1.02 SUMMARY A. Section Includes: 1. Surface applied anti -graffiti coatings. 2. Extended written warranty. 1.03 SUBMITTALS A. Product Data: including the following: 1. Detailed specification of construction and fabrication. 2. Manufacturer's installation instructions. 3. Certified test reports indicating compliance with performance requirements specified herein. B. Quality Control Submittals: 1. Statement of qualifications. 2. Statement of compliance with Regulatory Requirements. 3. Field Quality Control Submittals as specified in Part 3. 4. Manufacturer's field reports. 1.04 QUALITY ASSURANCE A. Manufacturer's Qualification: Not less than 5 years' experience in the actual production of specified products. B. Installer's Qualifications: Firm experienced in installation or application of systems similar in complexity to those required for this Project, plus the following: 1. Acceptable to or licensed by manufacturer. C. Product Qualifications: The anti -graffiti coating shall meet the following requirements: 1. Active Content: Organofluorosilane. 2. Solvent: None, water -borne. 3. VOC Content: less than 50 grams per liter. ANTI -GRAFFITI COATINGS 25069 - City of Corpus Christi Detention Center 071917-1 July 31, 2025 4. Cleaning Cycles: ASTM D 6578 "Standard Practice for Determination of Graffiti Resistance" minimum 25 cycles without loss of repellency. 5. Breathability: ASTM D1653 greater than 95% water vapor transmission. 6. Surface Appearance: No appreciable difference compared to non -coated surface. 7. Excellent Ultraviolet light stability. D. Regulatory and Safety Requirements: Products must have an independent laboratory analysis that material does not contain any known carcinogens. Materials shall comply with State and local regulations concerning AIM (Architectural, Industrial and Maintenance) coatings regarding Volatile Organic Content (VOC). If used indoors the material must comply with the following safety requirements: 1. Flammability, Smoke Spread and Toxic Fume Emission During Burning (BS 6853) a. Toxic gases below IDLH level. b. Flame Propagation: Does not propagate flame. c. Smoke emission: No change. 1.05 DELIVERY STORAGE AND HANDLING A. Packing and Shipping: Deliver products in original unopened packaging with legible manufacturer's identification. B. Storage and Protection: Comply with manufacturer's recommendations. 1.06 PROJECT CONDITIONS A. Environmental Requirements: 1. Maintain ambient temperature above 40 degrees Fahrenheit (4.44 degrees Celsius) during and 24 hours after installation. 2. Do not proceed with application on materials if ice or frost is covering the substrate. 3. Do not proceed with application if ambient temperature of surface exceeds 100-degree F. 4. Do not proceed with the application of materials in rainy conditions or if heavy rain is anticipated with 4 hours after application. B. Sealer Coordination: 1. Verify compatibility with curing compounds, patching materials, repair mortar, paints, sealants, to be used on masonry surfaces to ensure compatibility with the anti -graffiti coating. ANTI -GRAFFITI COATINGS 25069 - City of Corpus Christi Detention Center 071917-2 July 31, 2025 1.07 SPECIAL WARRANTIES A. The system manufacture shall furnish the Owner a written single source performance warranty that the Anti -Graffiti Coating System will be free of defects related to workmanship or material deficiency for a five (5) year period from the date of completion of the work provided under this section. 1. All defective areas shall be retreated by the system manufacture as determined by the Engineer. 2. The Anti -Graffiti manufacturer shall be responsible for providing labor and material to reseal area where coating effectiveness does not meet the specified limits. PART 2 - PRODUCTS 2.01 MATERIALS A. Products of the following anti -graffiti manufacturer listed below will be acceptable for use on this project, provided that they meet the performance requirements of these specifications. Product substitution of materials or manufacturers must comply with Section 1.02. 1. Basis of Design: Protectosil ANTIGRAFFITI®, Evonik Corporation 1-800- 828-0919. PART 3 - EXECUTION 3.01 EXAMINATION A. Verification of Conditions: Examine areas and conditions under which work is to be performed and identify conditions detrimental to proper or timely completion. 1. Do not proceed until unsatisfactory conditions have been corrected. 3.02 PREPARATION A. Protection: Install coverings to protect adjacent surfaces. B. Surface Preparation: 1. Surfaces to receive sealer shall be cleaned of dirt, oil, graffiti, grease, laitance, and other contaminants. All other surfaces shall be cleaned by mid -pressure water (1500 psi (10342.14 kPa)) and commercial paint strippers. Pressure washing is the minimum cleaning that will be accepted other methods, such as blast racking, mobile power scrubbing and sandblasting may be submitted. 2. Remove dirt, dust and materials that will interfere with the proper and effective application of the anti -graffiti coating. It is the responsibility of the Contractor to prepare the surfaces of the concrete as recommended by the Anti -graffiti Manufacturer and acceptable to the Engineer. ANTI -GRAFFITI COATINGS 25069 - City of Corpus Christi Detention Center 071917-3 July 31, 2025 3. Check the compatibility of all caulking and patching material to be used with the anti - graffiti coating. 4. Sealants, patching materials, and expansion joints shall have been installed and approved. 3.03 FIELD QUALITY CONTROL A. Before an anti -graffiti coating will be accepted a field test evaluation will be done. The cost of the field testing will be the responsibility of the contractor. The owner's representative will approve the test area prior to starting the project. 3.04 APPLICATION A. Product shall be applied as per manufacturer's application instructions and recommendations for this specific project. Provide a written copy of manufacturer's recommendations. B. Apply at temperature and weather conditions recommended by the manufacture or written in this specification. C. Surface residue shall be brushed out thoroughly until they completely penetrate into the surface. D. Protect treated areas from rain and other surface water for a period of not less than four hours after application. E. Provide adequate ventilation and follow all safety regulations for the City, County and State. 3.05 CLEANING A. As Work Progresses: Clean spillage from adjacent surfaces using materials and methods as recommended by anti -graffiti manufacturer. B. Remove protective coverings from adjacent surfaces when no longer needed. 3.06 COMPLETION A. Work that does not conform to specified requirements shall be corrected and/or replaced as directed by the Owners Representative at contractor's expense without extension of time. END OF SECTION 07 19 17 ANTI -GRAFFITI COATINGS 25069 - City of Corpus Christi Detention Center 071917-4 July 31, 2025 SECTION 07 2100 - THERMAL INSULATION PART 1- GENERAL 1.01 SECTION INCLUDES A. Batt insulation in exterior roof construction. B. Insulation board at roof construction. 1.02 RELATED REQUIREMENTS A. Section 07 27 00 - Air Barriers: Separate air barrier materials. B. Section 07 54 19 - Polyvinyl -Chloride TPA Roofing: Installation requirements for board insulation over low slope roof deck. 1.03 REFERENCE STANDARDS A. ASTM C578 - Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation; 2023. B. ASTM C1289 - Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board; 2023a. C. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2023d. 1.04 SUBMITTALS A. See Section 00 73 00 — Supplementary Conditions for submittal procedures. B. Product Data: Provide data on product characteristics, performance criteria, and product limitations. C. Shop Drawings: Submit drawings that indicate location of joint or termination detail conditions. 1.05 FIELD CONDITIONS A. Do not install insulation adhesives when temperature or weather conditions are detrimental to successful installation. PART 2 - PRODUCTS 2.01 APPLICATIONS A. Insulation over Roof Deck: Polyisocyanurate board. THERMAL INSULATION 25069 - City of Corpus Christi Detention Center 072100-1 July 31, 2025 2.02 FOAM BOARD INSULATION MATERIALS A. Polyisocyanurate (ISO) Board Insulation: Rigid cellular foam, comply with ASTM C1289. 1. Classifications: a. Type II: Faced with either cellulosic facers or glass fiber mat facers on both major surfaces of the core foam. 1) Class 2 - Faced with coated glass fiber mat facers on both major surfaces of core foam. 2) Compressive Strength: Classes 1-2-3, Grade 2 - 20 psi (138 kPa), minimum. 3) Thermal Resistance, R-value (RSI-value): As indicated on Drawings. 2. Board Size: 48 inch by 96 inch (1220 mm by 2440 mm). 3. Board Thickness: As indicated on Drawings. 2.03 ACCESSORIES A. Insulation Fasteners: Appropriate for purpose intended and approved by Factory Mutual and roofing manufacturer. 1. Length as required for thickness of insulation material and penetration of deck substrate. B. Adhesive: Type recommended by insulation manufacturer for application. PART 3 - EXECUTION 3.01 BOARD INSTALLATION OVER LOW SLOPE ROOF DECK A. Installation of board insulation over low slope roof deck, see Section 07 54 19 - Polyvinyl - Chloride TPA Roofing. B. Board Installation Over Roof Deck, General: 1. See applicable roofing specification section for specific board installation requirements. 2. Fasten insulation to deck in accordance with roofing manufacturer's written instructions and applicable Factory Mutual requirements. 3. Do not apply more insulation than can be covered with roofing on the same day. 3.02 PROTECTION A. Do not permit installed insulation to be damaged prior to its concealment. END OF SECTION 07 2100 THERMAL INSULATION 25069 - City of Corpus Christi Detention Center 072100-2 July 31, 2025 SECTION 07 27 20 - FLUID APPLIED AIR BARRIER PART 1- GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this section. 1.02 SECTION INCLUDES A. Materials and installation methods supplementing a one -component vapor permeable, liquid applied elastic air and water barrier, vapor retarder materials and assemblies, located in the non -accessible part of the wall. B. Materials and installation to bridge and seal air leakage pathways and gaps, including, but not limited to the following: 1. Connections of the walls to the roof air barrier. 2. Connections of the walls to the foundations. 3. Expansion joints. 4. Openings and penetrations of window frames, store front, curtain wall. 5. Door frames. 6. Piping, conduit, duct and similar penetrations. 7. Masonry ties, screws, bolts and similar penetrations. 8. All other air leakage pathways in the building envelope. 9. Sealing flashing to wall surface. 1.03 REFERENCE STANDARDS A. ASTM D412 - Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-- Tension; 2016 (Reapproved 2021). B. ASTM D4541 - Standard Test Method for Pull -Off Strength of Coatings Using Portable Adhesion Testers; 2022. C. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2023d. D. ASTM E331 - Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference; 2000 (Reapproved 2023). E. ASTM E2178 - Standard Test Method for Determining Air Leakage Rate and Calculation of Air Permeance of Building Materials; 2021a. FLUID APPLIED AIR BARRIER 25069 - City of Corpus Christi Detention Center 072720-1 July 31, 2025 F. ASTM E2357 - Standard Test Method for Determining Air Leakage Rate of Air Barrier Assemblies; 2024. G. ICC-ES AC212 - Acceptance Criteria for Water -Resistive Coatings Used as Water -Resistive Barriers over Exterior Sheathing; 2015, with Editorial Revision (2020). H. NFPA 285 - Standard Fire Test Method for Evaluation of Fire Propagation Characteristics of Exterior Wall Assemblies Containing Combustible Components; 2025. 1.04 RELATED SECTIONS A. Section 04 20 00 — Unit Masonry: Flexible through wall flashing membrane. Sealing flashing to wall surface. B. Section 07 90 00 —Joint Protection: Sealants. 1.05 PERFORMANCE REFERENCES A. ASTM E2178-01: Standard Test for Determining the Air Permeability of Building Materials. B. ASTM E2357, Standard Test Method for Determining Air Leakage of Air Barrier Assembly (Full Scale Wall Testing of the Air Barrier System). Ensure tests were conducted on steel stud frame walls with penetrations (Specimen 2) as some air barrier assembly are not tested in that critical mode. C. ASTM E283-91: Standard Test Method for Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen. D. CODE MANDATED ASTM E331: Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. E. ASTM E96: Water Vapor Transmission of Materials, Procedure B F. AATCC 127 Water Resistance G. ASTM D 1970, Self Sealability H. ICC-ES AC212, Freeze Thaw, Crack Bridging I. CODE MANDATED Fire Testing: Air Barrier, as a component of a wall assembly, shall have passed a NFPA 285 complete wall fire test. J. ASTM E84, Standard Test Method for Surface Burning K. Listed as an evaluated system by Air Barrier Association of America at www.airbarriers.org. 1.06 PERFORMANCE REQUIREMENTS A. Air Barrier Membrane Continuity: The application of the Air Barrier products and methods, when complete, shall provide a continuous and unbroken membrane "enclosure" on all exterior walls, soffits and other surfaces enclosing conditioned space. Special attention shall be paid to all door, window and louver penetrations and proper membrane continuity FLUID APPLIED AIR BARRIER 25069 - City of Corpus Christi Detention Center 072720-2 July 31, 2025 between the exterior cavity wall membrane and the specified roof system. (See attached details in this specification section and the Drawings for indications on Floor Plan & Wall Sections and their associated enlarge details.) B. Provide an air barrier system constructed to perform as a continuous elastic air barrier, and as a liquid water drainage plane flashed to discharge to the exterior any incidental condensation or water penetration. Membrane shall accommodate movements of building materials by providing expansion and control joints as required, with accessory air seal materials at such locations, changes in substrate and perimeter conditions. 1. The air barrier shall have the following characteristics: a. It must be continuous, with all joints made air -tight. b. It shall be capable of withstanding positive and negative combined design wind, fan and stack pressures on the envelope without damage or displacement, and shall transfer the load to the structure. It shall not displace adjacent materials under full load. The air barrier shall be joined in an airtight and flexible manner to the air barrier material of adjacent assembly, allowing for the relative movement of assembly due to thermal and moisture variations and creep. Connection shall be made between: 1) Foundation and walls. 2) Walls and the windows, curtain walls, storefronts, louvers and doors in those walls. 3) Different wall assemblies. 4) Wall and roof. 5) Wall and soffits below conditioned space 6) Wall and roof over conditioned and unconditioned space. 7) Walls, floor and roof across construction, control and expansion joints. 8) Walls, floors and roof to utility, pipe and duct penetrations. 9) Flashing to wall surface. 2. All penetrations of the air barrier and paths of air infiltration/exfiltration shall be made air -tight. 3. Air Permeability: Maximum 0.04 cfm/sq.ft. @ 10.5 psf per ASTM E283. 4. Air Permeability: @ delta P of 0.3 inches (7.62 mm) water...0.002 CFM/ft2 per ASTM E2178 5. ASTM E2357, Full Scale Wall Testing of the Air Barrier System a. System Air Leakage, Requirement — 0.0008 CFM/ft2 maximum b. Penetration Check, Requirement — 0.00088 CFM/ft2 maximum 6. ASTM E96 Water Vapor Permeance:10-20 Perms per Procedure B FLUID APPLIED AIR BARRIER 25069 - City of Corpus Christi Detention Center 072720-3 July 31, 2025 7. ASTM E331, Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference - 10 psf for 2 hours. 8. Elongation: Minimum 50% per ASTM D412. 9. AATC 127 Water Resistance — Pass 10. ASTM D 1970 Self Sealability — Pass 11. ICC-ES AC212, Freeze Thaw, Crack Bridging — Pass 12. Fire Testing: Air Barrier, as a component of a wall assembly, shall have passed a NFPA 285 complete wall fire test. 13. ASTM E84 Class A Fire Resistant 14. Listed as an evaluated assembly by the Air Barrier Association at www.airbarriers.org. 1.07 SUBMITTALS A. Submittal Procedures: Submit per Section 0133 00 — Submittal Procedures. B. Quality Assurance Program: Submit evidence of current Contractor accreditation and Installer certification under the Air Barrier Association of America's (ABAA) Quality Assurance Program (QAP). Submit accreditation number of the Contractor and certification number(s) of the ABAA Certified Installer(s). C. Product Data: Submit material Manufacturer's Product Data, material manufacturer's instructions for evaluating, preparing, and treating substrate, temperature and other limitations of installation conditions, Technical Data, and tested physical and performance properties. 1. Submit letter from primary air barrier material manufacturer indicating approval of materials that are proposed to be used that are not currently listed in the accessories section of this specification for that manufacturer's material. 2. Include statement from the primary air barrier material manufacturer that the materials used in their air barrier assembly which will be used to adhere to the underlying substrate are chemically compatible to the substrate material. D. Shop Drawings: Submit Shop Drawings showing locations and extent of air barrier assemblies and details of all typical conditions, intersections with other envelope assemblies and materials, membrane counter-flashings, and details showing how gaps in the construction will be bridged, how inside and outside corners are negotiated, how materials that cover the materials are secured with air -tight condition maintained, and how miscellaneous penetrations such as conduits, pipes, electric boxes and similar items are sealed. 1. Include VOC content of each material, and applicable legal limit in the jurisdiction of the project. 2. Include statement that materials are compatible with adjacent materials proposed for use. FLUID APPLIED AIR BARRIER 25069 - City of Corpus Christi Detention Center 072720-4 July 31, 2025 3. Include required values for field adhesion test on each substrate in accordance with ASTM D4541 (modified), using a type II pull tester. E. Samples: Submit clearly labelled samples, three (3) inch by four (4) inch minimum size of each material specified. F. Prior to commencing the Work, submit manufacturer's independent Laboratory Report for the Air Barrier Assembly testing on ASTM E2357 tested on a steel stud frame wall, results are to be based on Specimen 2 testing only. G. Prior to commencing the Work, submit documentation certifying that the air barrier system has been tested independently, indicating compliance with the performance requirements of the Air Barrier Association of Association. H. Prior to commencing the Work, submit copies of manufacturers' literature for the system, membrane, primers, sealants, adhesives and associated auxiliary materials shall be included as parts of the system that is listed by the Air Barrier Association of America evaluation. I. Prior to commencing the Work, submit references clearly indicating that the materials proposed have been installed for not less than three years on projects of similar scope and nature. J. Prior to commencing the Work, submit manufacturers' complete set of standard details for air barrier/vapor retarders. The manufacturer's representative shall review the contract drawings and note any modifications required to make the system air and water tight. 1.08 QUALITY ASSURANCE A. Quality Assurance Program: The Contractor shall implement and comply with the requirements of the Air Barrier Association of America's (ABAA) Quality Assurance Program (QAP) for the project, including audits of the project by an ABAA Certified Auditor. All deficiencies identified by the auditor shall be corrected prior to proceeding with any work that will necessitate removal and replacement to correct deficiencies in the air barrier system. B. Installers Qualifications: All work shall be performed by ABAA Certified Installers. C. Manufacturer's Qualifications: Provide primary products, including each component of the air barrier membrane system, which has been commercially available for a minimum of 3 years. D. Submit in writing, a document stating that the applicator of the primary air barrier membrane specified in this section is recognized by the manufacturer as suitable for the execution of the Work. E. Perform Work in accordance with the printed requirements of the air barrier manufacturer and this specification. F. Maintain one copy of manufacturer instructions on site. G. At the beginning of the Work and at all times during the execution of the Work, allow access to Work site by the air barrier membrane manufacturer's representative. FLUID APPLIED AIR BARRIER 25069 - City of Corpus Christi Detention Center 072720-5 July 31, 2025 H. Compatibility: Submit letter from primary material manufacturer stating that materials proposed for use are permanently chemically compatible and adhesively compatible with adjacent materials proposed for use. Submit letter from manufacturer stating that cleaning materials used during installation are chemically compatible with adjacent materials proposed for use. I. Manufacturer: Components used in this section shall be sourced from one manufacturer, including sheet membrane, air barrier sealants, primers, mastics, tapes and adhesives as listed as an evaluated air barrier assembly by the Air Barrier Association of America (ABAA). 1.09 MOCK-UP A. Construct mockup in accordance with Section 00 73 00 — Supplementary Conditions for Submittal Requirements regarding mock-ups. B. Location: Where indicated in the Drawings. C. Coordination: Coordinate with masonry veneer wall mock-up as noted in Section 04 20 00 - Unit Masonry, Part 1 - General; Article 1.7; Paragraph A - "Sample Panel Mockups." D. Construct typical exterior wall panel: Items to be incorporated in mock-up include, but are not limited to, the following: 1. For metal stud wall system: Masonry veneer system, through wall flexible flashing, glass - faced gypsum sheathing, wall ties, board insulation, metal studs, aluminum curtain wall frame, aluminum window frame, vinyl window Frame, showing air barrier membrane application details and transition membranes to foundation, roofing system and adjacent masonry Wall system. 2. For masonry wall system: Masonry veneer system, concrete masonry backup, wall ties, through wall flexible flashing, board insulation, aluminum window frame, showing air barrier membrane application details and transition membranes to foundation, roofing system and adjacent metal stud Wall system. E. Allow 72 hours for inspection of mock-up by Architect before proceeding with air barrier work. 1.10 PRE -INSTALLATION CONFERENCE A. Pre -installation Meeting: Convene a minimum of four weeks prior to commencing work of this section, Agenda shall include, as a minimum, construction and testing of mock-up, sequence of construction, coordination with substrate preparation, air barrier materials approved for use, compatibility of materials, coordination with installation of adjacent and covering materials, and details of construction and chemical/fire safety plans. Attendance is required by representatives of related trades including covering materials, substrate materials and adjacent materials. B. DO NOT PROCEED WITH THE INSTALLATION OF THE AIR BARRIER MEMBRANE AND THE THROUGH WALL FLASHING MEMBRANE PRIOR TO THE PRE -INSTALLATION CONFERENCE. FLUID APPLIED AIR BARRIER 25069 - City of Corpus Christi Detention Center 072720-6 July 31, 2025 1.11 DELIVERY, STORAGE AND HANDLING A. Deliver materials to project site in original packaging with seals unbroken, labelled with Material Manufacturer's name, product, date of manufacturer and directions for storage. B. Store materials in their original undamaged packages in a clean, dry, protected location and within temperature range required by material manufacturer. C. Protect stored materials from direct sunlight and other sources of ultra -violet light. D. Handle materials in accordance with material manufacturer's recommendations. E. All pail goods shall bear the ABAA Evaluated Air Barrier label. F. Do not double stack pail goods. G. Store roll materials on end in original packaging. H. Keep all products stored at above 40°F. Apply to a substrate with a surface T°F of 40°F and rising. DO NOT ALLOW PRODUCT TO FREEZE. 1.12 PROJECT CONDITIONS A. Temperature: Install fluid -applied air barrier material within range of ambient and substrate temperatures recommended by material manufacturer. Do not apply air barrier to a damp or wet substrate. B. Field Conditions: Do not install air barrier in snow, rain, fog, or mist. Do not install air barrier when the temperature of substrate surfaces and surrounding air temperatures are below those recommended by the manufacturer. C. Compatibility: Do not allow air barrier materials to come in contact with chemically incompatible materials D. Ultra Violet Light Exposure: Do not expose air barrier materials to sunlight longer than as recommended by the material manufacturer. 1.13 COORDINATION A. Ensure continuity of the air seal throughout the scope of this section. 1.14 WARRANTY A. Material Warranty: Provide material manufacturer's standard product warranty, for a minimum three (3) years from date of Substantial Completion. B. Installer Warranty: 1. Applicator must be approved by ABAA and Manufacturer 2. Provide a two (2) year installation warranty from date of Substantial Completion, including all accessories and materials of the air barrier assembly, against failures, FLUID APPLIED AIR BARRIER 25069 - City of Corpus Christi Detention Center 072720-7 July 31, 2025 including loss of air tight seal, loss of watertight seal, loss of attachment, loss of adhesion and failure to cure properly. PART 2 - PRODUCTS 2.01 AIR BARRIER MATERIAL A. Liquid air barrier: One component elastomeric membrane, spray, trowel or brush applied, having the following characteristics and have passed all evaluations by the Air Barrier Association of America (ABAA) and be listed on their web site as having passed all the following evaluations: 1. Air permeability: a. Air Leakage Thru Cured Films: <0.04 cfm/ft2 @ 10.5 Ibs/ ft2 or <0.005 L/sm2 @ 75 Pa to ASTM E283 (Modified) 24 hours, +/- 10%. b. Air Leakage per ASTM E2178, dry film, delta P of 0.3 inches (7.62 mm) of water, 0.002 +/- 10% 2. Air Barrier System Test on Full Scale Wall Assembly, ASTM E2357 a. System Air Leakage, 0.0004 CFM/ft2 +/- 10% b. Penetrations Check, MUST PASS ASTM E2357 requirements. 3. Water Vapor permeance: (704 ng/Pa.m2.s.) 10 to 20 perms, ASTM E96 Method B. Note: The material specified is VAPOR PERMEABLE. 4. Elongation (ASTM D412: >50%) 5. Low temperature flexibility and crack bridging: Pass — ICC-ES AC212 6. ASTM D 1970, Self Sealability — Pass 7. AATCC 127 Water Resistance — Pass 8. ASTM E84, Class A Fire Resistant 9. Recycle content >20% B. Basis of Design Product: 1. Wall Guardian FW-100A (a non -asphaltic product) 2. Other products/assemblies meeting all requirements of Paragraph 2.1, A (Above) C. Acceptable Manufacturers 1. STS Coatings, Wall Guardian, 830-995-5177, www.wallguardian.com, a Certified Texas HUB 2. Other manufacturers with products/assemblies meeting all requirements of Paragraph 2.01, A (Above) FLUID APPLIED AIR BARRIER 25069 - City of Corpus Christi Detention Center 072720-8 July 31, 2025 2.02 AIR BARRIER ACCESSORY MATERIALS A. Transition Membrane, Self -Adhering: Polymer -based, sheet membrane complete with polyester facing, and having the following physical properties: 1. Thickness: 35 mils (0.02 inch (0.5 mm)) min. 2. Vapor permeance: <0.1 3. Low temperature flexibility: -20 F to CGSB 37-GP-56M. 4. Elongation: >90% to ASTM D412-modifed 5. ASTM E331, 10 psf for 2 hours a. Acceptable material: 1) UT-40 by STS Coatings for use with the FW-100 system. 2) Others as recommended by manufacturer. B. Primer for self -adhering membranes: Synthetic polymer -based adhesive type, quick setting, having the following characteristics: 1. Acceptable material: As manufactured and/or recommended by the Air Barrier System manufacturer. Note: Primer shall be compatible with specified glass faced gypsum sheathing. 2. Verify compatibility of self -adhering membranes with preservative treated materials specified in Section 06 10 53 - Rough Carpentry. Prime preservative treated materials as required using primer recommended by self -adhering membrane manufacturer or use the non -chemical thermally modified wood known as EcoPrem. 3. Other Primers as recommended by manufacturer for surfaces to be sealed. C. Through -Wall flashing at wall base and shelf angles: 1. As specified in Section 07 13 26 — Self -Adhering Sheet Waterproofing. D. Transition Strip: 1. Basis of Design: UT-40 Universal Tape, By STS Coatings 2. Others as recommended by manufacturer. E. Sealants: Shall be compatible with air barrier assembly and shall be approved by the air barrier manufacturer. 1. Basis of Design for Concealed Applications: LT-100 Liquid Tape, By STS Coatings. 2. Basis of Design for Concealed & Exposed Applications: Great Seal PE-150 3. Others as recommended by manufacturer. F. Backer Rods: As recommended by sealant manufacturer. G. Other Products as recommended by manufacturer. FLUID APPLIED AIR BARRIER 25069 - City of Corpus Christi Detention Center 072720-9 July 31, 2025 PART 3 - EXECUTION 3.01 EXAMINATION A. The ABAA Certified installer shall examine substrates, areas and conditions under which the Air Barrier assembly will be installed, in the Presence of the General Contractor to confirm suitability of substrate and underlying work to accept Air Barrier B. Verify that surfaces and conditions are ready to accept the Work of this section. Notify Architect in writing of any discrepancies. Commencement of the work or any parts thereof shall mean acceptance of the prepared substrate. 3.02 PREPARATION A. All surfaces must be sound, dry, clean and free of oil, grease, dirt, excess mortar or other contaminants. Fill spalled areas in substrates to provide an even plane. B. Mortar joints in concrete block and form tie holes/voids in poured concrete shall be filled flush and smooth and allowed to be cured for a minimum of 24 hours. C. All joints between sheathing, roof board, masonry and concrete and other substrate joints up to 1/4" wide shall be treated: 1. STS Coatings LT-100 Liquid Tape, www.stscoatings.com. 2. York Manufacturing, US-100, www.yorkmfg.com. 3. Others as recommended by manufacturer. D. All joints between sheathing, roof board, masonry and concrete and other substrates wider than 1/4" shall be sealed with: 1. UT-40, overlapping each side of joint a minimum of 3 inches (76.2 mm). 2. Others as recommended by manufacturer. E. Install backer rod and sealant at the following joints: 1. All expansion/control/erection joints between concrete wall panels. 2. All expansion/control joints in concrete block back-up. 3. All joints between concrete wall panels and concrete block back-up. 3.03 PRIMER FOR TRANSITION MEMBRANE (SELF -ADHERING TYPE ONLY) A. Apply primer for self -adhering membranes at rate recommended by manufacturer. B. Apply primer to all areas to receive transition sheet membrane as indicated in Drawings by roller or spray and allow minimum 30-minute open time. Primed surfaces not covered by transition membrane during the same working day must be re -primed. FLUID APPLIED AIR BARRIER 25069 - City of Corpus Christi Detention Center 072720-10 July 31, 2025 3.04 TRANSITION MEMBRANE (SELF -ADHERING TYPE) A. Align and position self -adhering transition membrane, remove protective film and press firmly into place. Ensure minimum 2-inch overlap at all end and side laps unless otherwise noted. B. Tie-in to roofing system and at the interface of dissimilar materials as indicated in Drawings. C. Promptly roll all laps and membrane with a counter top roller to affect seal. D. Ensure all preparatory work is complete prior to applying liquid membrane. 3.05 PRIMARY AIR BARRIER A. Apply by spray or roller, a complete and continuous unbroken film at a temperature of 40°F and rising with less than a 30% chance of rain in the next 18 hours and apply at the same rate as listed in the Air Barrier Association of America evaluation. 1. Exterior Gypsum Sheathing, Plywood or OSB a. Wall Guardian FW-100A at a minimum of 2.5 gallons per 100 ft2 (40 ft2/gallon) (40 wet mils) b. Others meeting stated requirements. c. Spray around all projections, including masonry veneer anchors, ensuring a complete and continuous air seal. 2. Concrete Masonry Unit (CMU), Concrete a. Wall Guardian FW-100A at a minimum of 2.5 gallons per 100 ft2 (40 ft2/gallon) (equal to 40 wet mils on a smooth surface) B. Others meeting stated requirements. C. Spray around all projections including masonry veneer anchors ensuring a complete and continuous air seal. 3.06 QUALITY ASSURANCE / INSPECTION A. Quality Assurance Program: 1. (ABAA) Quality Assurance Program (QAP) Audits: a. Contractor shall verify the total # of audits required for the project and schedule all audits in accordance with the requirements of the QAP to insure eligibility for Certification under the QAP b. As multiple audits will be required, all deficiencies identified by the auditor, for each audit shall be corrected prior to proceeding with any work that will necessitate removal and replacement to correct deficiencies in the air barrier system. B. Notify Architect when sections of work are complete so as to allow for review prior to installing insulation. The manufacturer's representative shall be on site to review the installation along with the Architect. FLUID APPLIED AIR BARRIER 25069 - City of Corpus Christi Detention Center 072720-11 July 31, 2025 3.07 PROTECTION OF FINISHED WORK A. Liquid membranes are not designed for permanent exposure. Cover the liquid membrane, as recommended by the manufacturer, within the following time frames. Contractor shall verify the number of calendar days with the air barrier manufacturer: 1. Cover the Wall Guardian material within 180 calendar days after installation. The nature of this product is such that some surface weathering may become apparent during exposure. This is a surface effect only and does not impact air barrier system performance. 2. Transition membranes shall be covered within 180 days after installation. B. Prepare, treat and seal vertical and horizontal surfaces at terminations and penetrations through the air barrier and at protrusions according to air barrier manufacturer's written instructions. 3.08 INSTALLATION A. Fluid Applied Membrane Air Barrier: Install air barrier accessories and fluid -applied membrane air barrier material to provide continuity throughout the building envelope in a shingle fashion. Install materials in accordance with material manufacturer's instructions and the following (unless manufacturer recommends other procedures in writing based on project conditions or particular requirements of their recommended materials): 1. Install veneer anchors as per air barrier manufacturer installation sequencing. 2. Apply treatment to exterior gypsum joints and screw heads as per air barrier material manufacturer. 3. Apply primer for transition material at the rate instructed by the air barrier material manufacturer for 1 inch (25.4 mm) beyond terminating edge of transition membrane. Allow primer to set/cure completely before transition strip application. 4. Position subsequent sheets of transition material so that membrane overlaps the membrane sheet below by a minimum of 2 inches (50.8 mm), unless greater overlap is recommended by the material manufacturer. Ensure transition membrane is securely sealed onto substrate with roller. 5. Overlap horizontally adjacent pieces of transition material a minimum of 2 inches (50.8 mm), unless greater overlap is recommended by the material manufacturer. Roll all areas of transition strip including seams with roller. 6. Seal around all penetrations with termination mastic/sealant, membrane counter - flashing or other procedure in accordance with material manufacturer's instructions, ensuring chemical compatibility amongst adjoining materials. 7. Connect air barrier in exterior wall assembly continuously to the air barrier of the roof, to concrete below -grade structures, to windows, curtain wall, storefront, louvers, exterior doors, other intersection conditions and transitions from wet cavity to dry cavity and seal FLUID APPLIED AIR BARRIER 25069 - City of Corpus Christi Detention Center 072720-12 July 31, 2025 penetrations using accessory materials in accordance with the material manufacturer's instructions. 8. Provide transition material at changes in substrate plane (with bead of sealant/mastic, membrane counter -flashing or other material recommended by material manufacturer) under membrane to eliminate all sharp 90 degree inside corners and to make a smooth transition from one plane to another. 9. Provide mechanically fastened non -corrosive metal sheet or other manufacturer approved transition material to span gaps greater than 1 inch (25.4 mm) in substrate plane and to make a smooth transition from one plane to the other. Transition membrane shall be installed continuously from air barrier material onto sheet metal maintaining 2-inch overlap on both edges. 10. For through -wall flashing and head -flashing, lap transition material over top edge of it. 11. Provide backup for the membrane to accommodate anticipated movement or use other manufacturer approved transition material at deflection and control joints. 12. Provide transition to the joint assemblies at expansion and seismic joints. 13. Apply a bead or trowel coat of mastic along membrane seams at reverse lapped seams, rough cuts, and as recommended by the material manufacturer. 14. Seal top edge of the self -adhered membrane to substrate with termination mastic at end of each working day. 15. Inspect installation prior to enclosing assembly and repair punctures, damaged areas and inadequately lapped seams with a patch of membrane lapped as recommended by material manufacturer. 16. Install primer for fluid -applied air barrier if instructed by material manufacturer. 17. Install fluid -applied membrane using equipment and methods recommended by manufacturer, to achieve a dry film thickness as required by the material manufacturer. 3.09 SCHEDULE A. Install liquid membrane system over the entire surface of the glass faced sheathing in the following area. Seal any masonry anchor penetrations air tight. 1. In the masonry cavity wall. B. Install liquid membrane system over the entire surface of the outer surface of the inner wythe of masonry. Seal any masonry anchor penetrations air tight. C. Install liquid membrane system over the entire surface of the glass faced gypsum sheathing and/or roof board in the following area: 1. Behind the metal parapet panels. 2. Behind the metal wall and soffit panels. 3. Behind the EIFS system. FLUID APPLIED AIR BARRIER 25069 - City of Corpus Christi Detention Center 072720-13 July 31, 2025 D. Hollow Metal Door Frames: Seal door frame to wall surface with transition membrane. E. Wall and Roof Junction: Seal wall to roof with transition membrane. F. Seal joints in glass -faced sheathing with tape in the following areas: 1. Cement plaster soffit. G. Seal the top of sheathing to the underside of the roof assembly with foam or LT-100. H. Openings: Seal around the perimeter of all openings with transition membrane. I. Perimeter wood nailers at wall openings: Cover all exposed surfaces of wood nailers with transition membrane. Extend membrane over sheathing, masonry and metal framing as shown. J. Aluminum window frames with nailing flanges: Seal the nailing flanges to the wall surface with transition membrane. K. Aluminum window frames without nailing flanges: Seal frames to the wall surface with transition membrane. L. Aluminum storefront frames: Seal frames to the wall surface with transition membrane. M. Aluminum curtain wall frames: Seal frames to wall surface with transition membrane. 3.10 PROTECTING AND CLEANING A. Protect air barrier materials from damage during installation and the remainder of the construction period, according to material manufacturer's written instructions. 1. Coordinate with installation of materials which cover the air barrier assemblies, to ensure exposure period does not exceed that recommended by the air barrier manufacturer. B. Clean spillage and soiling from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction and acceptable to the primary material manufacturer. END OF SECTION 07 27 20 FLUID APPLIED AIR BARRIER 25069 - City of Corpus Christi Detention Center 072720-14 July 31, 2025 SECTION 07 42 43 - COMPOSITE WALL PANELS PART 1- GENERAL 1.01 SECTION INCLUDES A. Composite wall panel system and accessories. 1.02 RELATED REQUIREMENTS A. Section 07 25 00 - Weather Barriers. B. Section 07 62 00 - Sheet Metal Flashing and Trim. C. Section 09 91 13 - Paint. 1.03 REFERENCE STANDARDS A. ASTM C1186 - Standard Specification for Flat Fiber -Cement Sheets; 2022, with Editorial Revision (2023). B. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2023d. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Basis of Design Product: Nichiha USA, Inc; Novenary Tile: www.nichiha.com/#sle. B. Substitutions: See Section 01 60 00 - Product Requirements. 2.02 COMPOSITE WALL PANELS A. Materials 1. Fiber cement panels manufactured from a pressed, stamped, and autoclaved mix of Portland Cement, fly ash, silica, recycled rejects, and wood fiber bundles. 2. Panel surface pre -finished and machine applied. 3. Panels profiled along all four edges, such that both horizontal and vertical joints between the installed panels are ship -lapped. 4. Factory -applied sealant gasket added to top and right panel edges; all joints contain a factory sealant. B. Performance Requirements: Fiber -cement sheets complying with ASTM C1186, Type A, Grade 1. Design Wind Loads: Comply with requirements indicated on the drawings. COMPOSITE WALL PANELS 25069 - City of Corpus Christi Detention Center 074243-1 July 31, 2025 2. Maximum Allowable Deflection of Panel: L/240 for length (L) of span. 3. Surface Burning Characteristics: Maximum flame spread index of 0 and maximum smoke developed index of 0 when tested in accordance with ASTM E84. 4. Water Penetration (ASTM E331): No water leakage observed into wall cavity. 5. Steady -State Heat Flux and Thermal Transmission Properties Test (ASTM C518): 16mm thick panel thermal resistance R Value of 0.47. 6. Fire Resistant (ASTM E119): The wall assembly must successfully endure 60-minute fire exposure without developing excessive unexposed surface temperature or allowing flaming on the unexposed side of the assembly. 7. Ignition Resistance (NFPA 268): No sustained flaming of panels, assembly when subjected to a minimum radiant heat flux of 12.5 kW/m2 +/- 5% in the presence of a pilot ignition source for a 20-minute period. 8. Drained and Back Ventilated Rainscreen (AAMA 509): System classifications: W1, V1. C. Rectangular Blocks Panel Style 1. Style: Nichiha Novenary. 2. Profile: Nine rectangular blocks about 23-1/4 inches wide by 5-3/8 inches tall, separated by 5/8 inch and 3/8 inch grooves. 3. Height: 18 inches (455 mm). 4. Length: 72 inches (1818 mm). 5. Thickness: 7/8 inch (21 mm). 6. Coverage: 8.88 sq. ft. per panel. 7. Panel Orientation: As indicated on drawings. 8. Finish: Matte, lightly textured. 9. Color: Painted. Refer to Specification Section 09 90 00 - Paints and Coatings. 2.03 INSTALLATION COMPONENTS A. Ultimate Clip System: 1. Starter Track: FA 700 (10mm rainscreen) — 10' (3030mm) (I) galvalume coated steel. Panel Clips: JEL 778 "Ultimate Clip II" (10mm rainscreen for 5/8" AWP) — Zinc -Aluminum - Magnesium alloy coated steel. 2. Panel Clips: JEL 778 "Ultimate Clip II" (10mm rainscreen for 5/8" AWP) — Zinc -Aluminum - Magnesium alloy coated steel. a. Joint Tab Attachments (included) — used at all AWP-1818 panel to panel vertical joints. COMPOSITE WALL PANELS 25069 - City of Corpus Christi Detention Center 074243-2 July 31, 2025 3. Corner Clips: JE 777C (10mm rainscreen for 5/8" AWP Manufactured Corners) -- Zinc - Aluminum -Magnesium alloy coated steel. 4. Single Flange Sealant Backer — FHK 1015 R (10mm) — 6.5' (I) fluorine coated galvalume. 5. Double Flange Sealant Backer — FH 1015 R (10mm) — 10' (I) fluorine coated galvalume. 6. Corrugated Spacer — FS 1005 (5mm), FS 1010 (10mm) — 4' (I). 2.04 ACCESSORIES A. Manufactured Corners with 3-1/2 inch returns for each profile color. B. Aluminum Trim (optional): 1. J-Mold (MTJM21) and Compression Joint Flashing (MTCJ21) available for 21-mm thick panels. C. Essential Flashing System (optional): 1. Starter - main segments (3030mm), inside corners, outside corners. 2. Overhang - main segments (3030mm), inside corners, outside corners, joint clips. D. Fasteners: Use Stainless Steel fasteners in high humidity and high -moisture regions. Do not use aluminum fasteners, staples or fasteners that are not rated or designed for intended use. See manufacturer's instructions for appropriate fasteners for construction method used. E. Flashing: Flash all areas specified in manufacturer's instructions. Do not use raw aluminum flashing. Flashing must be galvanized, anodized, or PVC coated. F. Sealant: Sealant shall comply with ASTM C920, Class 35. PART 3 - EXECUTION 3.01 EXAMINATION A. Examine substrate; clean and repair as required to eliminate conditions detrimental to proper installation. B. Verify that water -resistive barrier has been properly installed and approved. C. Do not begin installation until unacceptable conditions have been corrected. 3.02 PREPARATION A. Touch up field cut edges before installing. B. Protect surrounding areas and adjacent surfaces from damage during execution of this work. 3.03 INSTALLATION A. Install cladding in accordance with manufacturer's installation instructions and approved shop drawings. COMPOSITE WALL PANELS 25069 - City of Corpus Christi Detention Center 074243-3 July 31, 2025 B. Ensure that supports for cladding and continuous insulation are plumb and plane. C. Verify that a weather resistive barrier has been installed. D. Verify that metal flashing to prevent moisture penetration around all doors, windows, wall bottoms, material transitions and penetrations have been correctly installed. E. Wall Panels: 1. Install in accordance with manufacturer's instructions. 2. Install wall panels with manufacturer's recommended concealed attachment system. F. Sheet Metal Flashing: Install in accordance with wall panel manufacturer's instructions and as indicated on drawings. G. After installation, seal joints in accordance with manufacturer's instructions. 3.04 CLEANING A. Clean exposed work upon completion of installation; remove grease and oil films, excess joint sealer, handling marks, and debris. Leave work clean, unmarked, and free from dents, creases, waves, scratch marks, or other damage to finish. 3.05 PROTECTION A. Protect installed products until Date of Substantial Completion. END OF SECTION 07 42 43 COMPOSITE WALL PANELS 25069 - City of Corpus Christi Detention Center 074243-4 July 31, 2025 SECTION 07 46 47 - FIBER -CEMENT SOFFITS PART 1- GENERAL 1.01 REFERENCE STANDARDS A. ASTM C1186 - Standard Specification for Flat Fiber -Cement Sheets; 2022, with Editorial Revision (2023). B. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2023d. C. ASTM E136 - Standard Test Method for Assessing Combustibility of Materials Using a Vertical Tube Furnace at 750 Degrees C; 2024. 1.02 SUMMARY A. Section Includes: 1. Fiber -cement soffits. B. Related Requirements: 1. Section 06 10 00 "Rough Carpentry" for wood furring, grounds, nailers, and blocking. 1.03 COORDINATION A. Coordinate soffit installation with flashings and other adjoining construction to ensure proper sequencing. 1.04 ACTION SUBMITTALS A. Product Data: 1. Fiber -cement soffit. B. Product Data Submittals: For each type of fiber -cement soffit. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes. C. Samples for Initial Selection: For fiber -cement soffits including related accessories. 1.05 INFORMATIONAL SUBMITTALS A. Product Certificates: For each type of fiber -cement soffit. B. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, for fiber -cement siding. C. Research/Evaluation Reports: For each type of fiber -cement siding required, from ICC-ES. D. Sample Warranty: For special warranty. FIBER -CEMENT SOFFITS 25069 - City of Corpus Christi Detention Center 074647-1 July 31, 2025 1.06 DELIVERY, STORAGE, AND HANDLING A. Deliver and store packaged materials in original containers with labels intact until time of use. B. Store materials on elevated platforms, under cover, and in a dry location. 1.07 WARRANTY A. Special Warranty: Manufacturer agrees to repair or replace products that fail in materials or workmanship within specified warranty period. 1. Failures include, but are not limited to, the following: a. Structural failures including cracking and deforming. b. Deterioration of materials beyond normal weathering. 2. Warranty Period: 10 years from date of Substantial Completion. PART 2 - PRODUCTS 2.01 SOURCE LIMITATIONS A. Obtain products, including related accessories, from single source from single manufacturer. 2.02 FIBER -CEMENT SOFFIT A. Fiber -Cement Soffit: ASTM C1186, Type A, Grade II, fiber -cement board, noncombustible when tested in accordance with ASTM E136; with a flame -spread index of 25 or less when tested in accordance with ASTM E84. 1. Manufacturers: Subject to compliance with requirements, provide products by the following: a. CertainTeed; SAINT-GOBAIN b. BASIS OF DESIGN: James Hardie Building Products, Inc. c. Nichiha USA, Inc. B. Nominal Thickness: Not less than 5/16 inch (7.94 mm). C. Pattern: 48-inch-wide sheets with smooth texture. D. Ventilation: Provide non -perforated soffit unless otherwise indicated. E. Factory Priming: Manufacturer's standard acrylic primer. 2.03 ACCESSORIES A. Accessories, General: Provide trim and other items as recommended by siding manufacturer for building configuration. 1. Provide accessories matching color and texture of adjacent siding unless otherwise indicated. FIBER -CEMENT SOFFITS 25069 - City of Corpus Christi Detention Center 074647-2 July 31, 2025 PART 3 - EXECUTION 3.01 EXAMINATION A. Examine substrates for compliance with requirements for installation tolerances and other conditions affecting performance of fiber -cement soffit and related accessories. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.02 PREPARATION A. Clean substrates of projections and substances detrimental to application. 3.03 INSTALLATION A. General: Comply with manufacturer's written installation instructions applicable to products and applications indicated unless more stringent requirements apply. 1. Do not install damaged components. 2. Install fasteners no more than 24 inches (609.6 mm) o.c. as required by Manufacturer in order to meet all applicable code requirements, including the windstorm code. B. Install joint sealants as specified in Section 07 92 00 "Joint Sealants" and to produce a weathertight installation. 3.04 ADJUSTING AND CLEANING A. Remove damaged, improperly installed, or otherwise defective materials and replace with new materials complying with specified requirements. B. Clean finished surfaces according to manufacturer's written instructions and maintain in a clean condition during construction. END OF SECTION 07 46 47 FIBER -CEMENT SOFFITS 25069 - City of Corpus Christi Detention Center 074647-3 July 31, 2025 SECTION 07 54 19 - POLYVINYL -CHLORIDE (PVC/TPA) ROOFING PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Adhered thermoplastic PVC roofing system on wood deck, including: 2. Roof insulation. a. Polyisocyanurate roofing insulation (as indicated on plans), as required to provide positive drainage with NO PONDING. Provide for a minimum start thickness of 4.0" of 1/4" per ft tapered polyisocyanurate at areas with no structural slope. b. Polyisocyanurate roofing insulation crickets & saddles (as indicated on plans), 1/2" per foot slope or as required to provide positive drainage with NO PONDING. 3. Roof insulation cover board. a. One (1) layer of 1/2" thick high performance gypsum -fiber roof cover board. 4. Roof membrane and membrane base flashings. a. One (1) ply of PVC/TPA fleece backed membrane adhered in cold adhesive with heat welded laps, corners, and terminations. 5. Walkway material. B. Related Sections: 1. Division 06 Section "Miscellaneous Rough Carpentry" for wood nailers and blocking. 2. Division 07 Section "Sheet Metal Flashing and Trim" for shop -formed sheet metal items including roof drainage system items, roof penetration flashings, base and counterflash- ings and reglets, and formed copings and roof edge metal items. 1.2 DEFINITIONS A. Roofing Terminology: Refer to ASTM D1079 "Standard Terminology Relating to Roofing and Wa- terproofing" and glossary in applicable edition of NRCA's "The NRCA Roofing Manual: Mem- brane Roof Systems" for definition of terms related to roofing work in this Section. 1.3 PREINSTALLATION MEETINGS A. Preinstallation Roofing Conference: Conduct conference at Project site. 1. Meet with Owner, Architect, Owner's insurer if applicable, testing and inspecting agency representative, roofing Installer, roofing system manufacturer's representative, [deck In- staller] and installers whose work interfaces with or affects roofing, including installers of roof accessories and roof -mounted equipment. POLYVINYL -CHLORIDE (PVC/TPA) ROOFING 25069 - City of Corpus Christi Detention Center 075419-1of18 September 26, 2025 Addendum No. 3 2. Review drawings and specifications. 3. Review methods and procedures related to roofing installation, including manufacturer's written instructions. 4. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. 5. Examine substrate conditions and finishes for compliance with requirements, including flatness and fastening. 6. Review structural loading limitations of roof deck during and after roofing. 7. Review base flashings, special roofing details, roof drainage, roof penetrations, equip- ment curbs, and condition of other construction that will affect roofing system. 8. Review governing regulations and requirements for insurance and certificates if applica- ble. 9. Review temporary protection requirements for roofing system during and after installa- tion. 10. Review roof observation and repair procedures after roofing installation. 1.4 ACTION SUBMITTALS A. Product Data: For each type of product indicated. B. Shop Drawings: For roofing system. Include plans, elevations, sections, details, and attachments to other work. 1. Base flashings and membrane terminations. a. Indicate details meet requirements of NRCA and FMG required by this Section. 2. Tapered insulation, including slopes and crickets. 3. Insulation fastening patterns for corner, perimeter, and field -of -roof locations. C. Samples for Verification: For the following products: 1. Sheet roofing, of color specified, including T-shaped side and end lap seam. 2. Walkway pads or rolls. 3. Metal termination bars. D. Wind Uplift Resistance Submittal: For roofing system, indicating compliance with wind uplift performance requirements. 1.5 INFORMATIONAL SUBMITTALS A. Contractor's Product Certificate: Submit certificate, indicating products intended for Work of this Section, including product names and numbers and manufacturers' names, with statement indicating that products to be provided meet the requirements of the Contract Documents. POLYVINYL -CHLORIDE (PVC/TPA) ROOFING 25069 - City of Corpus Christi Detention Center 075419-2of18 September 26, 2025 Addendum No. 3 B. Qualification Data: For Installer, Manufacturer and Roofing Inspector. 1. Include letter from Manufacturer written for this Project indicating approval of Installer. C. Manufacturer Certificates: Signed by roofing manufacturer certifying that roofing system com- plies with requirements specified in "Performance Requirements" Article. 1. Submit evidence of compliance with performance requirements. a. Include: UL listing certificate. 2. Product Compatibility: Indicate manufacturer has verified compatibility of roofing system components, including but not limited to: Roofing membrane, flashing sheets, adhesives, and sealants. D. Warranties: Unexecuted sample copies of special warranties. E. Inspection Reports: Reports of Roofing Inspector. Include weather conditions, description of work performed, tests performed, defective work observed, and corrective actions taken to cor- rect defective work. 1.6 CLOSEOUT SUBMITTALS A. Executed copies of warranties. B. Maintenance Data: To include in maintenance manuals. 1.7 SUBSTITUTIONS A. General: 1. ONLY Substitutions approved in writing by the Owner or Owner's Representative prior to the scheduled bid date will be considered. 2. Notification of approvals will be issued at least five (5) days before the scheduled bid date. 3. Architect/Owner reserves the right to be final authority on acceptance or rejection of any substitution request. B. When a particular make or trade name is specified, it shall be indicative of standard required. Bidders proposing substitutes shall submit the following ten (10) days prior to bid date to the Owner or Owner's Representative; requests received after that time will not be considered. 1. Written application with explanation of why it should be considered. 2. Independent laboratory certification providing written confirmation that the physical and performance characteristics of the substitute material/system will meet the physical and performance characteristics of the specified materials and or system. C. Submit five copies of request for substitution. Items to be included in the request: 1. Complete data substantiating compliance of proposed substitution. 2. Product identification, including manufacturer's literature and manufacturer's name. POLYVINYL -CHLORIDE (PVC/TPA) ROOFING 25069 - City of Corpus Christi Detention Center 075419-3of18 September 26, 2025 Addendum No. 3 3. Current certificate from an accredited testing laboratory comparing the physical and per- formance attributes of the proposed material with those of the specified materials. Test results must be dated, notarized, and on testing laboratory stationery. 4. Material Safety Data Sheets providing all pertinent data as to flammability, combustibility. 5. List of at least (5) five jobs as described under the requirements where the proposed al- ternate material was used under similar conditions. These jobs must be available for in- spection by the Owner or Owner's Representative. Names and phone numbers are re- quired for verification. Submit a minimum of 200,000 square feet for review. Submitted projects must be a minimum of (5) years old. 6. Notarized statement from the Roof System Manufacturer, signed by a corporate officer of the corporation stating that: a. All Documents have been reviewed and are approved. b. The Project site has been inspected. c. The Roofing System Manufacturer will provide two (2) field inspections weekly; during, and until all construction work is complete and accepted by the owner. A full time employee of the manufacturer must perform inspections. d. Provide documentation of the proposed alternate system passing the specified reg- ulatory requirements. Documentation must be on the specified regulatory require- ments letterhead or approval guide. No third party testing will be accepted. D. In making substitution request, Bidder/Contractor represents: 1. He has personally investigated proposed product or method, and determined that it is equal or superior in all respects to that specified. Additionally, he will have a technical service representative of the proposed manufacturer attend the pre -bid meeting. 2. He will provide the same guarantee for substitution as for those specified. 3. He will coordinate installation of accepted substitution in work, making such changes as may be required for work to be completed in all respects. 4. Advise the owner of any credit savings or additional costs as opposed to the system type specified. E. Substitutions will not be considered if: 1. Product or method to be considered does not have a minimum of (5) five years of suc- cessful performance in roofing and re -roofing of similar applications. 2. Any discrepancies in the test data, or if the tests or submittals are incomplete. 3. They are indicated or implied on Shop Drawings or Project Data Submittals without formal request submitted in accordance with the specification document. 4. Acceptance requires significant revision of documents. 5. The Owner will not incur any additional costs for design or construction costs. POLYVINYL -CHLORIDE (PVC/TPA) ROOFING 25069 - City of Corpus Christi Detention Center 075419-4of18 September 26, 2025 Addendum No. 3 1.8 QUALITY ASSURANCE A. Installer Qualifications: An employer of workers trained and certified by manufacturer, including a full-time on -site supervisor with a minimum of five years' experience installing products com- parable to those specified, able to communicate verbally with Contractor, Architect, and em- ployees, and qualified by the manufacturer to install manufacturer's product and furnish war- ranty of type specified. 1. Installer must provide (2) manufacturer inspections each week. Noncompliance may re- sult in an $850 per day fee for missing inspections. 2. Roofing Contractors included in the following list are to the owner's knowledge, the only pre -approved installers that can install and provide the system and warranty for this spec- ified system. A list of additional certified contractors for the specified system can be ob- tained by contacting the system manufacturer. a. American Contracting USA, Inc., Mr. Eddie Fuentes; (956) 748-4030. b. Argio Roofing Inc., Mr. Rojerio Escobedo, (956) 748-9507. c. Rio Roofing Inc., Mr. Tom Gonzalez; (956) 423-3359 d. Haeber Roofing Company, Mr. Don Rucker; (361) 851-8142. e. Port Enterprises, Inc., Mr Cody Comstock; (361) 289-2944. f. Rain King, Inc; Mr. Jared Cain; (361) 576-0606 g. Rain Seal Master Roofing & Sheet Metal, Mr. Ramon Gonzalez; (361) 576-0926 h. American Roofing & Metal, Mr. Toby Cargile; (210) 224-5463 i. Tadco Roofing, Mr. Javier Ramos; (956) 227-4339 j. JJ Flores Roofing & Construction, Mr JJ Flores; (956) 722-7688 B. Manufacturer Qualifications: Approved manufacturer listed in this Section, UL listed for roofing systems comparable to that specified for this Project, with minimum five years' experience in manufacture of thermoplastic roof membrane products in successful use in similar applications. C. Roofing Inspector Qualifications: A technical representative of manufacturer not engaged in the sale of products and experienced in the installation and maintenance of the specified roofing system, qualified to perform roofing observation and inspection specified in Field Quality Con- trol Article, to determine Installer's compliance with the requirements of this Project, and ap- proved by the manufacturer to issue warranty certification. The Roofing Inspector shall be one of the following: 1. An authorized full-time technical employee of the manufacturer. D. Random Sampling 1. During course of work, the Architect may secure samples according to ASTM D140-93 of materials being used from containers at job site and submit them to an independent la- boratory for comparison to specified material. POLYVINYL -CHLORIDE (PVC/TPA) ROOFING 25069 - City of Corpus Christi Detention Center 075419-5of18 September 26, 2025 Addendum No. 3 2. Should test results prove that material is not equal to specified material: a. Contractor shall pay for all testing. b. Roofing installed and found not to comply with the specifications shall be removed and replaced with no change in the contract price. 3. Installation quality control a. The roofing inspector shall provide written and photographic reports, to be sub- mitted to the architect, owner, roof system installation contractor, appraising the installation of the roof system at each of the project progress stages. The installa- tion contractor shall make all necessary corrections, additions or remedial actions to resolve any issues raised in the reports. b. The roofing inspector shall have the authority to have any and all roofing work cor- rected, as required, to insure the proper installation and weather -tightness of the roof system, in accordance with the manufacturer's specifications. E. Manufacturer's Installation Instructions: Obtain and maintain on -site access to manufacturer's written recommendations and instructions for installation of products. 1.9 DELIVERY, STORAGE, AND HANDLING A. Deliver roofing materials to Project site in original containers with seals unbroken and labeled with manufacturer's name, product brand name and type, date of manufacture, approval or listing agency markings, and directions for storing and mixing with other components. B. Store liquid materials in their original undamaged containers in a clean, dry, protected location and within the temperature range required by roofing system manufacturer. Protect stored liq- uid material from direct sunlight. 1. Discard and legally dispose of liquid material that cannot be applied within its stated shelf life. C. Protect roof insulation materials from physical damage and from deterioration by sunlight, moisture, soiling, and other sources. Store in a dry location. Comply with insulation manufactur- er's written instructions for handling, storing, and protecting during installation. D. Handle and store roofing materials and place equipment in a manner to avoid permanent de- flection of deck. 1.10 PROJECT / FIELD CONDITIONS A. Weather Limitations: Proceed with installation only when existing and forecasted weather con- ditions permit roofing system to be installed according to manufacturer's written instructions and warranty requirements. B. Daily Protection: Coordinate installation of roofing so insulation and other components of roof- ing system not permanently exposed are not subjected to precipitation or left uncovered at the end of the workday or when rain is forecast. POLYVINYL -CHLORIDE (PVC/TPA) ROOFING 25069 - City of Corpus Christi Detention Center 075419-6of18 September 26, 2025 Addendum No. 3 1. Provide tie -offs at end of each day's work to cover exposed roofing and insulation with a course of roofing sheet securely in place with joints and edges sealed. 2. Complete terminations and base flashings and provide temporary seals to prevent water from entering completed sections of roofing. 3. Remove temporary plugs from roof drains at end of each day. 4. Remove and discard temporary seals before beginning work on adjoining roofing. 1.11 WARRANTY A. Manufacturer's Warranty: Roof System Manufacturer's standard form in which Manufacturer agrees to repair or replace components of roofing system that fail in materials or workmanship within warranty period, as follows. 1. Form of Warranty: Manufacturer's standard warranty form. 2. Scope of Warranty: Work of this Section and including sheet metal details and termination details installed by the roof system Installer and approved by the Roof System Manufac- turer. 3. Warranty Period: 15 years from date of completion. B. Manufacturer Inspection Services: By manufacturer's technical representative, to report maintenance responsibilities to Owner necessary for preservation of Owner's warranty rights. The cost of manufacturer's inspections is included in the Contract Sum. 1. Inspections to occur in following years: 2, 5 and10 following completion. C. Installer Warranty: Installer's warranty signed by Installer, as follows. 1. Form of Warranty: Form acceptable to Roofing Manufacturer and Owner. 2. Scope of Warranty: Work of this Section. 3. Warranty Period: 2 years from date of completion. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Basis of Design: The roof system specified in this Section is based upon products of Tremco CPG Inc, Beachwood, OH, (800) 562-2728, www.tremcoroofing.com that are named in other Part 2 articles. Provide specified products. 1. Manufacturers of comparable products: Approved by Architect prior to bid. B. Source Limitations: Obtain components for roofing system from same manufacturer as mem- brane roofing or manufacturer approved by membrane roofing manufacturer. 2.2 PERFORMANCE REQUIREMENTS POLYVINYL -CHLORIDE (PVC/TPA) ROOFING 25069 - City of Corpus Christi Detention Center 075419-7of18 September 26, 2025 Addendum No. 3 A. Wind uplift Compliance: Provide roofing membrane, base flashing, and component materials that comply with the requirements to acquire a certificate of wind storm from the State of Texas. Basis of Compliance: NEMO Evaluation Report NER-TRM-002 for FL16425-R8 Construction W- 105. IT IS THE CONTRACTORS RESPONSIBILITY TO READ AND FOLLOW THE PROVIDED TESTED ASSEMBLY. A LIST OF THE BASIS OF DESIGN ASSEMBLIES MAY BE LOCATED FROM THE FBC WEBSITE OR THE SYSTEM MANUFACTURER. B. General Performance: Installed membrane roofing and base flashings shall withstand specified uplift pressures, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. Membrane roofing and base flashings shall remain watertight. 1. Accelerated Weathering: Roofing system shall withstand 10,000 hours of exposure when tested according to ASTM G152, ASTM G154, or ASTM G155. 2. Impact Resistance: Roof membrane shall resist impact damage when tested according to ASTM D3746/D3746M, ASTM D4272/D4272M, or the "Resistance to Foot Traffic Test" in FM Approvals 4470. C. Roofing System Design: Provide membrane roofing system that is identical to systems that have been successfully tested by a qualified testing and inspecting agency in accordance with ANSI/FM 4474, UL 580, or UL 1897, and to resist uplift pressures calculated in accordance with ASCE-7 and applicable code. 1. All Zones (Corner, Perimeter, and Field -of -Roof) Uplift Pressures: As indicated on Draw- ings. Verify specified system meets all uplift requirements with project engineer prior to installation. D. SPRI Wind Design Standard: Manufacture and install copings and roof -edge flashings tested according to ANSI/SPRI ES-1. 1. Design Pressure: As indicated on Drawings. Verify installation methods are acceptable to project windstorm engineer prior to installation. E. Flashings and Fastening: Comply with requirements of Division 07 Sections "Sheet Metal Flash- ing and Trim" and "Roof Specialties." Provide base flashings, perimeter flashings, detail flashings and component materials and installation techniques that comply with requirements and rec- ommendations of the following: 1. FM Global 1-49: Loss Prevention Data Sheet for Perimeter Flashings. 2. FM Global 1-29: Loss Prevention Data Sheet for Above Deck Roof Components. 3. NRCA Roofing Manual (Sixth Edition) for construction details and recommendations. 4. SMACNA Architectural Sheet Metal Manual (Seventh Edition) for construction details. 5. Comply with requirements of Division 07 Section "Sheet Metal Flashing and Trim". F. Exterior Fire -Test Exposure: ASTM E108, Class A; for application and roof slopes indicated, as determined by testing identical membrane roofing materials by a qualified testing agency. Ma- terials shall be identified with appropriate markings of applicable testing agency. POLYVINYL -CHLORIDE (PVC/TPA) ROOFING 25069 - City of Corpus Christi Detention Center 075419-8of18 September 26, 2025 Addendum No. 3 G. Fire -Resistance Ratings: Comply with fire -resistance -rated assembly designs indicated. Identify products with appropriate markings of applicable testing agency. H. Solar Reflectance Index: Not less than 78 when calculated according to ASTM E1980, based on testing identical products by a qualified testing agency. 2.3 MATERIALS, GENERAL A. Material Compatibility: Roofing materials shall be compatible with one another and adjacent materials under conditions of service and application required, as demonstrated by roof mem- brane manufacturer based on testing and field experience. 2.4 THERMOPLASTIC MEMBRANE MATERIALS A. PVC Roof Membrane: 1. Thermoplastic Polyolefin (TPA) Sheet: Internal fabric reinforced and fleece -backed, ASTM D6878. a. Basis of design product: Tremco, TremPly TPA FB Single Ply Roof Membrane. b. Breaking Strength, at 45 mil, ASTM D751: 375 Ibf (560 kg/m) by 330 lb (490 kg/m). c. Tear Strength, ASTM D751: 90 Ibf (134 kg/m) by 120 Ibf (179 kg/m). d. Elongation at Break, ASTM D751: 30 percent. e. Membrane Thickness, nominal: 60 mils (1.5 mm). f. Exposed Face Color: White. g. Solar Reflectance Index (SRI), ASTM E 1980: 87 (White, initial). B. Membrane Flashing: Manufacturer's standard, smooth -backed, sheet flashing of same material, type, reinforcement, thickness, and color as PVC sheet membrane. 2.5 AUXILIARY ROOFING MATERIALS A. General: Auxiliary membrane roofing materials recommended by roofing system manufacturer for intended use, and compatible with membrane roofing. 1. Liquid -type auxiliary materials shall comply with VOC limits of authorities having jurisdic- tion. B. Membrane Adhesive: 1. Elastomeric solvent -based contact -type adhesive for bonding TPA fleece -backed and non - fleece -backed single ply membranes and flashings to substrates. a. Basis of design product: Tremco, TPA Single Ply Bonding Adhesive. b. Density at 77 deg. F (25 deg. C), minimum, ASTM D147: 7.0 lb/gal (0.84 kg/L). c. Percent solids, minimum ASTM D316: 25 percent. POLYVINYL -CHLORIDE (PVC/TPA) ROOFING 25069 - City of Corpus Christi Detention Center 075419-9of18 September 26, 2025 Addendum No. 3 d. VOC, maximum, ASTM D 3960: 612 g/L. C. Flashing Membrane Adhesive: Same as membrane bonding adhesive. D. Metal Termination Bars: Manufacturer's standard, predrilled stainless -steel or aluminum bars, approximately 1 by 1/8 inch (25 mm by 3 mm) thick; with anchors. E. Metal Battens: Manufacturer's standard, aluminum -zinc -alloy -coated or zinc -coated steel sheet, approximately 1 inch wide by 0.05 inch (25 mm wide by 1.3 mm) thick, prepunched. F. Fasteners: Factory -coated steel fasteners and metal plates complying with corrosion -resistance provisions in FM Approvals 4470, designed for fastening components to substrate, and accepta- ble to membrane roofing system manufacturer. G. Joint Sealant: Elastomeric joint sealant compatible with roofing materials, with movement ca- pability appropriate for application. 1. Joint Sealant, Polyurethane: ASTM C920, Type S, Grade NS, Class 50 single -component moisture curing sealant, formulated for compatibility and use in dynamic and static joints; paintable. a. Basis of design product: Tremco, TremSEAL Pro. b. Volatile Organic Compounds (VOC), maximum, ASTM D3960: 40 g/L. c. Hardness, Shore A, ASTM C661: 40. d. Adhesion to Concrete, ASTM C794: 35 pli. e. Tensile Strength, ASTM D412: 350 psi (2410 kPa). f. Color: Closest match to substrate. H. Prefabricated Pipe Flashings: As recommended by roof membrane manufacturer. I. Miscellaneous Accessories: Provide pourable sealers, preformed cone and vent sheet flashings, preformed inside and outside corner sheet flashings, T-joint covers, lap sealants, termination reglets, and other accessories. 2.6 ROOF INSULATION MATERIALS A. General: Preformed roof insulation boards manufactured or approved by roofing manufacturer, selected from insulation manufacturer's standard sizes, suitable for application, and of thick- nesses indicated. 1. Tapered Insulation: Provide factory -tapered insulation boards fabricated to slope of 1/4 inch per 12 inches (1:48) unless otherwise indicated. 2. Provide preformed saddles, crickets, tapered edge strips, and other insulation shapes where indicated for sloping to drain. Fabricate to slopes indicated, not less than two times the roof slope. B. Roof Insulation: Provide roof insulation product in thicknesses indicated in Part 3 as follows: POLYVINYL -CHLORIDE (PVC/TPA) ROOFING 25069 - City of Corpus Christi Detention Center 075419 - 10 of 18 September 26, 2025 Addendum No. 3 1. Board Insulation, Polyisocyanurate: CFC- and HCFC- free, with recycled content glass -fiber mat facer on both major surfaces, ASTM C1289 Type II Class 1. a. Basis of design product: Tremco, Trisotech Insulation. b. Compressive Strength, ASTM D1621: Grade 2: 20 psi (138 kPa). c. Conditioned Thermal Resistance at 75 deg. F (24 deg. C): 14.4 at 2.5 inches (50.8 mm) thick. d. Available manufacturer's: 1) Tremco 2) Atlas AC Foam II 2.7 ROOF INSULATION ACCESSORIES A. Cover Board: 1. Gypsum panel, glass -mat -faced, primed, ASTM C1177/C1177M. a. Basis of design product: Tremco/GP Gypsum DensDeck Prime. b. Thickness: 1/2 inch (12 mm). B. Roof Insulation Adhesive: 1. Urethane adhesive, bead -applied, low-rise two -component solvent -free low odor, formu- lated to adhere roof insulation to substrate. a. Basis of design product: Tremco, Low Rise Foam Insulation Adhesive. b. Flame Spread Index, ASTM E84: 10. c. Smoke Developed Index, ASTM E84: 30. d. Volatile Organic Compounds (VOC), maximum, ASTM D3960: 0 g/L. e. Tensile Strength, minimum, ASTM D412: 250 psi (1720 kPa). f. Peel Adhesion, minimum, ASTM D903: 17 Ibf/in (2.50 kN/m). g. Flexibility, 70 deg. F (39 deg. C), ASTM D816: Pass. h. Available manufacturer's: 1) Tremco 2) Millennium One Step Foamable Adhesive C. Insulation Cant Strips: ASTM C208, Type II, Grade 1, cellulosic -fiber insulation board OPTIONAL. D. Tapered Edge Strips: ASTM C208, Type II, Grade 1, cellulosic -fiber insulation board. E. Insulation Fasteners: Factory -coated steel fasteners and metal or plates complying with corro- sion -resistance provisions in FM Approvals 4470, designed for fastening roof insulation and cover boards to substrate, and acceptable to roofing system manufacturer. POLYVINYL -CHLORIDE (PVC/TPA) ROOFING 25069 - City of Corpus Christi Detention Center 075419 - 11 of 18 September 26, 2025 Addendum No. 3 1. Tremco #15 EHD Fastener with Tremco 3" Metal Insulation Plate 2. Trufast #15 EHD Fastener with Trufast 3" Metal Insulation Plate F. Metal Flashing Sheet: Metal flashing sheet is specified in Division 07 Section "Sheet Metal Flash- ing and Trim." 1. Vents and/or Stacks: a. Stainless: Type 316. b. Gage: Twenty-four (24). c. Solder: ASTM B32-89, alloy grade 60A. Neutralize flux after soldering. 2. Termination Bar for top edge of all base flashings: a. Extruded aluminum, pre -punched 8" o.c. 3. Fascia, Pitch Pans, Primary Scuppers and Overflow Scuppers: a. TPA membrane factory laminated to hot -dipped galvanized steel. 24gauge, G90 hot dipped galvanized steel, cack wash coat of 0.0001" clear acrylic, laminated on one side with 20 mil unreinforced TPA membrane. 4. Coping, Collector Heads, Gutters, Downspouts, designated cladding and other Visible Sheet Metal Flashing: Match existing size, profile and location. a. Galvalume, Aluminum -Zinc Alloy -Coated Steel Sheet: ASTM A 792/A 792M, Class AZ50 coating designation, Grade 50 (Class AZM150 coating designation, Grade 340), prepainted by the coil -coating process to comply with ASTM A 755/A 755M; structural quality. 1) Paint finish at exposed side: Factory applied baked -on two (2) coat system comprised of one (1) coat of full 70% resin fluorocarbon by Kynar 500 or ac- cepted substitute over a smooth coat of corrosion -resistant epoxy -based pri- mer. Color as selected by owner. 2) Finish at underside shall be a wash coat over a coat of corrosion -resistant epoxy -based primer 5. Counter flashing, slip flashing: a. Galvalume, Aluminum -Zinc Alloy -Coated Steel Sheet: ASTM A 792/A 792M, Class AZ50 coating designation, Grade 50 (Class AZM150 coating designation, Grade 340), prepainted by the coil -coating process to comply with ASTM A 755/A 755M; structural quality. b. Gage: Twenty-four (24) 6. Pitch pans with hoods: a. Stainless Steel, Type 304: Twenty-four (24) gauge minimum, stainless steel; com- mercial quality, Fed. Spec. QQ-S-775, Type I, Class D or ASTM A 526 or lock forming quality ASTM A 527, G90 coating in accordance with ASTM A 525 POLYVINYL -CHLORIDE (PVC/TPA) ROOFING 25069 - City of Corpus Christi Detention Center 075419 - 12 of 18 September 26, 2025 Addendum No. 3 7. Roof top splash pans. a. Aluminum Sheet: ASTM B 209, alloy as standard with manufacturer for finish re- quired, with temper as required to suit forming operations and performance re- quired; with smooth, flat surface, .040-.050, with water slowing ridges. b. Stainless Steel, Type 316. Twenty-four (24) gauge minimum, stainless steel; com- mercial quality, Fed. Spec. QQ-S-775, Type I, Class D or ASTM A 526 or lock forming quality ASTM A 527. Fabricate with water slowing ridges. c. Concrete splash pads at ground level: Refer to drawings for size and detail G. Miscellaneous Accessories: Provide miscellaneous accessories recommended by roofing system manufacturer. 1. Pipe Supports for large pipes and conduit: a. Pipe or Conduit size: 0.5" or larger ID b. Galvanized roller pipe supports. c. Basis of Design: SS8-R or RB-18 as applicable by PHP Pipe supports of Houston, TX or approved equal. 2. Roof Drain & Scupper Target Striping: Polyurethane Elastomeric Fluid -Applied System: Two -coat fluid -applied roofing membrane formulated for application over prepared ex- isting roofing substrate. a. Basis of design product: Tremco, AlphaGuard BIO Top Coat. 3. Roof Drain & Scupper Target Primer: Polyurethane Elastomeric Fluid -Applied System: Sin- gle component primer designed to enhance adhesion to approved substrates and appli- cations of urethane based products. a. Basis of design product: Tremco, Geogard Primer. 4. Roof Drain & Scupper Target Striping: Polyester Reinforcing and Protection Fabric: 100 percent stitch -bonded mildew -resistant polyester fabric intended for reinforcement of compatible fluid -applied membranes and flashings and as a protection layer under pavers or stone aggregates. a. Basis of design product: Tremco, Permafab. H. Prefabricated Pipe Flashings: As recommended by roof membrane manufacturer. I. Miscellaneous Accessories: Provide pourable sealers, preformed cone and vent sheet flashings, preformed inside and outside corner sheet flashings, T-joint covers, lap sealants, termination reglets, and other accessories. 2.8 WALKWAY MATERIALS A. Walkway Material: POLYVINYL -CHLORIDE (PVC/TPA) ROOFING 25069 - City of Corpus Christi Detention Center 075419 - 13 of 18 September 26, 2025 Addendum No. 3 1. Walkway roll, reinforced PVC/TPA membrane roll with serrated slip -resistant surface, fab- ricated for heat welding to compatible PVC/TPA membrane surface. a. Basis of design product: Tremco, TPA Walkway Roll. b. Roll Size: 36 inches by 60 foot (914 mm by 18.3 m). c. Thickness / Color: Yellow, 0.156 inch (4 mm). d. Tensile, Grab ASTM D751: 200 Ibf (890 N). e. Tear Strength, Tongue: 45 Ibf (200N). f. Low Temp Flex: -40 deg F. (-40 deg C.). PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with the fol- lowing requirements and other conditions affecting performance of roofing system: 1. Verify that roof openings and penetrations are in place and curbs are set and braced and that roof drain bodies are securely clamped in place. 2. Verify that wood blocking, curbs, and nailers are securely anchored to roof deck at pene- trations and terminations and that nailers match thicknesses of insulation. 3. Wood Roof Deck: Verify that deck is sound and dry and securely fastened with no project- ing fasteners and with no adjacent units in excess of 1/16 inch (1.6 mm) out of plane relative to adjoining deck. 4. Verify that existing substrate is sound and dry. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Clean substrate of dust, debris, moisture, and other substances detrimental to roofing installa- tion according to roofing system manufacturer's written instructions. Remove sharp projec- tions. B. Prevent materials from entering and clogging roof drains and conductors and from spilling or migrating onto surfaces of other construction. Remove roof -drain plugs when no work is taking place or when rain is forecast. C. Complete terminations and base flashings and provide temporary seals to prevent water from entering completed sections of roofing system at the end of the workday or when rain is fore- cast. Remove and discard temporary seals before beginning work on adjoining roofing. 3.3 INSTALLATION, GENERAL POLYVINYL -CHLORIDE (PVC/TPA) ROOFING 25069 - City of Corpus Christi Detention Center 075419 - 14 of 18 September 26, 2025 Addendum No. 3 A. Install roofing system in accordance with manufacturer's written instructions and approved de- tails. B. NRCA Installation Details: Install roofing system in accordance with applicable NRCA Manual Plates and NRCA recommendations; modify as required to comply with manufacturer's ap- proved details and perimeter fastening requirements of FM Global references if applicable. 3.4 INSULATION INSTALLATION A. Coordinate installing membrane roofing system components so insulation is not exposed to pre- cipitation or left exposed at the end of the workday. B. Comply with membrane roofing system and insulation manufacturer's written instructions for installing roof insulation. C. Tapered Insulation, Drains, and Crickets: Install tapered insulation under area of roofing to con- form to slopes indicated. 1. Where crickets are indicated or required to provide positive slope to drain, make slope of crickets minimum of two times the roof slope, not less than 1/4 inch in 12 inches (1:48). D. Install insulation under area of roofing to achieve required thickness. Where overall insulation thickness is 2.7 inches (70 mm) or greater, install two or more layers with joints of each succeed- ing layer staggered from joints of previous layer a minimum of 6 inches (150 mm) in each direc- tion. 1. Install tapered insulation as shown on plan. It is the contractor's responsibility to provide or enhance tapered crickets, saddles, or backslope towards scupper locations to ensure positive drainage. 2. Tapered Insulation System for Flat Roof Deck: Install insulation as follows: a. Minimum total thickness of Continuous Insulation: 4 inches on tapered, 4.5 on sloped structural deck. E. Insulation Drain Sumps: Tapered insulation sumps, not less than 2 by 2 ft. (600 by 600 mm), sloped to primary roof drain; sump to maximum depth of not more than 1 inch (25 mm) less than the Project -stipulated continuous insulation thickness based upon code requirements. F. Trim surface of insulation where necessary at roof drains so completed surface is flush and does not restrict flow of water. G. Install insulation with long joints of insulation in a continuous straight line with end joints stag- gered between rows, abutting edges and ends between boards. Fill gaps exceeding 1/4 inch (6 mm) with insulation. 1. Cut and fit insulation within 1/4 inch (6 mm) of nailers, projections, and penetrations. H. Mechanically Fastened and Adhered Insulation: Install each layer of insulation and secure first layer of insulation to deck using mechanical fasteners specifically designed and sized for fas- tening specified board -type roof insulation to deck type. POLYVINYL -CHLORIDE (PVC/TPA) ROOFING 25069 - City of Corpus Christi Detention Center 075419 - 15 of 18 September 26, 2025 Addendum No. 3 1. Fasten first layer of insulation to resist uplift pressure at corners, perimeter, and field of roof. a. Fasten 1 per 1.0 Sq. Ft. min. 0.75-inch penetration (engineered sheathing) or min. 1-inch embedment (plank) 2. Set each subsequent layer of insulation in continuous ribbons of bead -applied insulation adhesive at 6" o.c., firmly pressing and maintaining insulation in place. I. Cover Boards: Install cover boards over insulation with long joints in continuous straight lines with end joints staggered between rows. Offset joints of insulation below a minimum of 6 inches (150 mm) in each direction. Loosely butt cover boards together. 1. Secure cover boards to resist uplift pressure at corners, perimeter, and field of roof. 2. Adhere cover boards by setting in continuous ribbons of bead -applied insulation adhesive at 6" o.c., firmly pressing and maintaining cover board in place. 3.5 ADHERED MEMBRANE ROOFING INSTALLATION A. Adhere membrane roofing over area to receive roofing and install according to membrane roof- ing system manufacturer's written instructions. B. Start installation of membrane roofing in presence of membrane roofing system manufacturer's technical personnel. C. Accurately align membrane roofing and maintain uniform side and end laps of minimum dimen- sions required by manufacturer. Stagger end laps. D. Solvent -Based Bonding Adhesive: Apply to substrate and underside of membrane roofing at rate required by manufacturer and allow adhesive to become tacky before installing membrane roofing; do not allow adhesive to fully dry. Roll membrane into adhesive. Do not apply adhesive to splice area of membrane. E. Apply membrane roofing with side laps shingled with slope of roof deck where possible. F. Welded Seams: Clean seam areas, overlap membrane roofing, and hot-air weld side and end laps of membrane roofing and sheet flashings according to manufacturer's written instructions to ensure a watertight seam installation. 1. Test lap edges with probe to verify seam weld continuity. Apply lap sealant to seal cut edges of sheet membrane. 2. Verify field strength of seams a minimum of twice daily and repair seam sample areas. 3. Repair tears, voids, and lapped seams in roofing that does not comply with requirements. G. Spread sealant bed over deck drain flange at roof drains and securely seal membrane roofing in place with clamping ring. 3.6 BASE FLASHING INSTALLATION POLYVINYL -CHLORIDE (PVC/TPA) ROOFING 25069 - City of Corpus Christi Detention Center 075419 - 16 of 18 September 26, 2025 Addendum No. 3 A. Install sheet flashings and preformed flashing accessories and adhere to substrates according to membrane roofing system manufacturer's written instructions. B. Apply bonding adhesive to substrate and underside of sheet flashing at required rate and allow to partially dry. Do not apply to seam area of flashing. C. Flash penetrations and field -formed inside and outside corners with cured or uncured sheet flashing. D. Clean seam areas, overlap, and firmly roll sheet flashings into the adhesive. Hot-air weld side and end laps to ensure a watertight seam installation. E. Seal top termination of base flashing with a metal termination bar and a continuous bead of joint sealant. 3.7 WALKWAY INSTALLATION A. Flexible Walkways: Install walkway products in locations indicated. Heat weld to substrate or adhere walkway products to substrate with compatible adhesive according to roofing system manufacturer's written instructions. 3.8 FIELD QUALITY CONTROL A. Roofing Inspector: Contractor shall engage a qualified roofing inspector to perform roof tests and inspections and to prepare test reports. B. Final Roof Inspection: Arrange for roofing system manufacturer's technical personnel to inspect roofing installation on completion. C. Repair or remove and replace components of membrane roofing system where inspections in- dicate that they do not comply with specified requirements. D. Additional inspections, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements. 3.9 PROTECTING AND CLEANING A. Protect membrane roofing system from damage and wear during remainder of construction pe- riod. When remaining construction will not affect or endanger roofing, inspect roofing for de- terioration and damage, describing its nature and extent in a written report, with copies to Ar- chitect and Owner. B. Correct deficiencies in or remove membrane roofing system that does not comply with require- ments; repair substrates; and repair or reinstall membrane roofing system to a condition free of damage and deterioration at time of Substantial Completion and according to warranty require- ments. C. Clean overspray and spillage from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction. POLYVINYL -CHLORIDE (PVC/TPA) ROOFING 25069 - City of Corpus Christi Detention Center 075419 - 17 of 18 September 26, 2025 Addendum No. 3 END OF SECTION 07 5419 POLYVINYL -CHLORIDE (PVC/TPA) ROOFING 25069 - City of Corpus Christi Detention Center 075419 - 18 of 18 September 26, 2025 Addendum No. 3 SECTION 07 62 00 - SHEET METAL FLASHING AND TRIM (TPA) PART 1- GENERAL 1.01 SUMMARY A. Section includes: 1. Roof drainage sheet metal fabrications. 2. Low -slope roof sheet metal fabrications. 3. Manufactured reglets and counterflashings. 4. Miscellaneous sheet metal flashing and trim. B. Related Requirements: 1. Division 06 Section "Miscellaneous Rough Carpentry" for wood nailers, curbs, and blocking. 1.02 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section 1.03 REFERENCE STANDARDS A. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot -Dip) on Iron and Steel Hardware; 2023. B. ASTM A240/A240M - Standard Specification for Chromium and Chromium -Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels and for General Applications; 2024b. C. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc -Coated (Galvanized) or Zinc - Iron Alloy -Coated (Galvannealed) by the Hot -Dip Process; 2023. D. ASTM A755/A755M - Standard Specification for Steel Sheet, Metallic Coated by the Hot -Dip Process and Prepainted by the Coil -Coating Process for Exterior Exposed Building Products; 2018. E. ASTM B32 - Standard Specification for Solder Metal; 2020. F. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2018. G. ASTM C1311 - Standard Specification for Solvent Release Sealants; 2022. 1.04 COORDINATION A. Coordinate sheet metal flashing and trim layout and seams with sizes and locations of penetrations to be flashed, and joints and seams in adjacent materials. SHEET METAL FLASHING AND TRIM (TPA) 25069 - City of Corpus Christi Detention Center 076200-1 July 31, 2025 B. Coordinate sheet metal flashing and trim installation with adjoining roofing and wall materials, joints, and seams to provide leak proof, secure, and noncorrosive installation. 1.05 PREINSTALLATION MEETINGS A. Preinstallation Conference: Conduct conference at Project site in coordination with roofing Preinstallation conference. 1. Review special roof details, roof drainage, roof -penetration flashing, equipment curbs, and condition of other construction that affect sheet metal flashing and trim. 1.06 ACTION SUBMITTALS A. Product Data: For each type of product. 1. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for each manufactured product and accessory. B. Shop Drawings: For sheet metal flashing and trim. 1. Include plans, elevations, sections, and attachment details. 2. Include identification of material, thickness, weight, and finish for each item and location in Project. 3. Indicate details meet requirements of SMACNA, NRCA and FMG required by this Section. C. Samples for Verification: For each type of exposed finish. 1.07 INFORMATIONAL SUBMITTALS A. Qualification Data: For fabricator. 1.08 CLOSEOUT SUBMITTALS A. Maintenance Data: For sheet metal flashing and trim, and its accessories, to include in maintenance manuals. B. Warranties: Manufacturer's executed warranty documents. Submit prior to acceptance of Work. 1.09 QUALITY ASSURANCE A. Fabricator Qualifications: Employs skilled workers who custom fabricate sheet metal flashing and trim similar to that required for this Project and whose products have a record of successful in-service performance. 1. For copings and roof edge flashings that are SPRI ES-1 tested, shop shall be listed as able to fabricate required details as tested and approved. SHEET METAL FLASHING AND TRIM (TPA) 25069 - City of Corpus Christi Detention Center 076200-2 July 31, 2025 1.10 DELIVERY, STORAGE, AND HANDLING A. Do not store sheet metal flashing and trim materials in contact with other materials that might cause staining, denting, or other surface damage. Store sheet metal flashing and trim materials away from uncured concrete and masonry. B. Protect strippable protective covering on sheet metal flashing and trim from exposure to sunlight and high humidity, except to extent necessary for period of sheet metal flashing and trim installation. 1.11 WARRANTY A. Refer to warranty requirements of Division 07 Section Modified Bitumen Roofing for terms and conditions of warranties covering work of this Section. B. Special Warranty on Finishes: Manufacturer agrees to repair finish or replace sheet metal flashing and trim that shows evidence of deterioration of factory -applied finishes within specified warranty period. PART 2 - PRODUCTS 2.01 PERFORMANCE REQUIREMENTS A. General: Sheet metal flashing and trim assemblies shall withstand wind loads, structural movement, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. Completed sheet metal flashing and trim shall not rattle, leak, or loosen, and shall remain watertight. B. Sheet Metal Standard for Flashing and Trim: Comply with NRCA's "The NRCA Roofing Manual" and SMACNA's "Architectural Sheet Metal Manual" requirements for dimensions and profiles shown unless more stringent requirements are indicated. C. Flashings and Fastening: Comply with requirements of Division 07 roofing sections. Provide base flashings, perimeter flashings, detail flashings and component materials and installation techniques that comply with requirements and recommendations of the following: 1. FM Global 1-49: "Property Loss Prevention Data Sheet for Perimeter Flashings." 2. FM Global 1-29: "Property Loss Prevention Data Sheet for Above Deck Roof Components." 3. NRCA: "The NRCA Roofing Manual" for construction details and recommendations. D. SPRI Wind Design Standard: Manufacture and install roof edge flashings tested according to SPRI ES-1 and capable of resisting the following design pressure: 1. Design Pressure: As indicated in 07000 Section and/or drawings. E. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes to prevent buckling, opening of joints, overstressing of components, failure of joint sealants, failure of connections, and other detrimental effects. SHEET METAL FLASHING AND TRIM (TPA) 25069 - City of Corpus Christi Detention Center 076200-3 July 31, 2025 2.02 SHEET METALS A. General: Protect mechanical and other finishes on exposed surfaces from damage by applying strippable, temporary protective film before shipping. B. TPA Clad Metal Sheet: Flexible non -reinforced TPA membrane factory laminated to hot - dipped galvanized steel. 1. Finish: TPA membrane 20 mil (0.508 mm) 2. Color Finish: White 3. Concealed Finish: Clear Acrylic C. Stainless -Steel Sheet: ASTM A240/A240M, Type 316, dead soft, fully annealed; with smooth, flat surface. 1. Finish: 2D (dull, cold rolled). D. Metallic -Coated Steel Sheet: Provide zinc -coated (galvanized) steel sheet according to ASTM A653/A653M, G90 (Z275) coating designation; prepainted by coil -coating process to comply with ASTM A755/A755M. 1. Surface: Smooth, flat. 2. Exposed Coil -Coated Finish: a. Two -Coat Fluoropolymer: AAMA 621. Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in color coat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. 3. Color: As indicated on Drawings. 4. Concealed Finish: Pretreat with manufacturer's standard white or light-colored acrylic or polyester backer finish, consisting of prime coat and wash coat with minimum total dry film thickness of 0.5 mil (0.0127 mm). 2.03 UNDERLAYMENT MATERIALS A. Self -Adhering, High -Temperature Sheet: Minimum 30 mils (0.03 inch (0.76 mm)) thick, consisting of a slip -resistant polyethylene- or polypropylene -film top surface laminated to a layer of butyl- or SBS-modified asphalt adhesive, with release -paper backing; specifically designed to withstand high metal temperatures beneath metal roofing. Provide primer according to written recommendations of underlayment manufacturer. 1. Low -Temperature Flexibility: ASTM D 1970; passes after testing at minus 20 degrees Fahrenheit (-6.67 degrees Celsius) or lower. SHEET METAL FLASHING AND TRIM (TPA) 25069 - City of Corpus Christi Detention Center 076200-4 July 31, 2025 2.04 MISCELLANEOUS MATERIALS A. General: Provide materials and types of fasteners, solder, protective coatings, sealants, and other miscellaneous items as required for complete sheet metal flashing and trim installation and as recommended by manufacturer of primary sheet metal or manufactured item unless otherwise indicated. B. Fasteners: Wood screws, annular threaded nails, self -tapping screws, self-locking rivets and bolts, and other suitable fasteners designed to withstand design loads and recommended by manufacturer of primary sheet metal or manufactured item. 1. General: Blind fasteners or self -drilling screws, gasketed, with hex -washer head. a. Exposed Fasteners: Heads matching color of sheet metal using plastic caps or factory -applied coating. Provide metal -backed EPDM or PVC sealing washers under heads of exposed fasteners bearing on weather side of metal. b. Blind Fasteners: High -strength aluminum or stainless -steel rivets suitable for metal being fastened. c. Spikes and Ferrules: Same material as gutter; with spike with ferrule matching internal gutter width. 2. Fasteners for Aluminum Sheet: Aluminum or Series 300 stainless steel. 3. Fasteners for Stainless -Steel Sheet: Series 300 stainless steel. 4. Fasteners for Zinc-Coated(Galvanized) and Aluminum -Zinc Alloy -Coated Steel Sheet: Series 300 stainless steel or hot -dip galvanized steel according to ASTM A153/A153M or ASTM F 2329. C. Solder: 1. For Stainless Steel: ASTM B32, Grade Sn60, with acid flux of type recommended by stainless -steel sheet manufacturer. D. Sealant Tape: Pressure -sensitive, 100 percent solids, polyisobutylene compound sealant tape with release -paper backing. Provide permanently elastic, nonsag, nontoxic, nonstaining tape 1/2 inch (12.7 mm) wide and 1/8 inch (3.18 mm) thick. E. Elastomeric Sealant: ASTM C920, elastomeric polyurethane polymer sealant; of type, grade, class, and use classifications required to seal joints in sheet metal flashing and trim and remain watertight. F. Butyl Sealant: ASTM C1311, single -component, solvent -release butyl rubber sealant; polyisobutylene plasticized; heavy bodied for hooked -type expansion joints with limited movement. G. Bituminous Coating: Cold -applied asphalt emulsion according to ASTM D 1187. H. Asphalt Roofing Cement: ASTM D 4586, asbestos free, of consistency required for application. SHEET METAL FLASHING AND TRIM (TPA) 25069 - City of Corpus Christi Detention Center 076200-5 July 31, 2025 2.05 FABRICATION, GENERAL A. General: Custom fabricate sheet metal flashing and trim to comply with details shown and recommendations in cited sheet metal standard that apply to design, dimensions, geometry, metal thickness, and other characteristics of item required. Fabricate sheet metal flashing and trim in shop to greatest extent possible. 1. Fabricate sheet metal flashing and trim in thickness or weight needed to comply with performance requirements, but not less than that specified for each application and metal. 2. Obtain field measurements for accurate fit before shop fabrication. 3. Form sheet metal flashing and trim to fit substrates without excessive oil canning, buckling, and tool marks; true to line, levels, and slopes; and with exposed edges folded back to form hems. 4. Conceal fasteners and expansion provisions where possible. Do not use exposed fasteners on faces exposed to view. B. Fabrication Tolerances: Fabricate sheet metal flashing and trim that is capable of installation to a tolerance of 1/4 inch (6.35 mm) in 20 feet (609.6 cm) on slope and location lines indicated on Drawings and within 1/8-inch (3-mm) offset of adjoining faces and of alignment of matching profiles. C. Expansion Provisions: Form metal for thermal expansion of exposed flashing and trim. 1. Form expansion joints of intermeshing hooked flanges, not less than 1 inch (25.4 mm) deep, filled with butyl sealant concealed within joints. 2. Use lapped expansion joints only where indicated on Drawings. D. Sealant Joints: Where movable, non -expansion -type joints are required, form metal to provide for proper installation of elastomeric sealant according to cited sheet metal standard. E. Fabricate cleats and attachment devices from same material as accessory being anchored or from compatible, noncorrosive metal. F. Fabricate cleats and attachment devices of sizes as recommended by cited sheet metal standard and by FM Global Property Loss Prevention Data Sheet 1-49 for application, but not less than thickness of metal being secured. G. Seams, Soldered: Fabricate nonmoving seams with flat -lock seams. Tin edges to be seamed, form seams, and solder. H. Seams: Fabricate nonmoving seams with flat -lock seams. Form seams and seal with elastomeric sealant unless otherwise recommended by sealant manufacturer for intended use. Rivet joints where necessary for strength. I. Do not use graphite pencils to mark metal surfaces. SHEET METAL FLASHING AND TRIM (TPA) 25069 - City of Corpus Christi Detention Center 076200-6 July 31, 2025 2.06 LOW -SLOPE ROOF SHEET METAL FABRICATIONS A. Roof Edge Flashing (Gravel Stop) and Fascia Cap: Fabricate in minimum 96-inch- (2400-mm-) long, but not exceeding 12-foot- (3.6-m-) long sections. Furnish with 6-inch- (150-mm-) wide, joint cover plates. Shop fabricate interior and exterior corners. 1. Joint Style: Butted with expansion space and 6-inch- (150-mm-) wide, exposed cover plate. 2. Fabricate from the Following Materials: a. Prepainted, metallic coated steel. B. Thru-wall Reglet Flashing: Fabricate from the following materials; 1. Stainless Steel: 24ga thick C. Copings: Fabricate in minimum 96-inch- (2400-mm-) long, but not exceeding 12-foot- (3.6-m-) long, sections. Fabricate joint plates of same thickness as copings. Furnish with continuous cleats to support edge of external leg and drill elongated holes for fasteners on interior leg. Miter corners, fasten and seal watertight. 1. Joint Style: Butted with expansion space and 6-inch- (150-mm-) wide, exposed cover plate. 2. Fabricate from the Following Materials: a. Prepainted, Metallic Coated Steel: 24 ga thick. D. Counterflashing: Shop fabricate interior and exterior corners. Fabricate from the following materials: 1. Prepainted, Metallic Coated Steel; 24ga thick. E. Flashing Receivers: Fabricate from the following materials: 1. Stainless Steel: 24ga thick. F. Roof -Penetration Flashing: Fabricate from the following materials: 1. TPA Coated Metal: 24ga thick. PART 3 - EXECUTION 3.01 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances, substrate, and other conditions affecting performance of the Work. 1. Verify compliance with requirements for installation tolerances of substrates. 2. Verify that substrate is sound, dry, smooth, clean, sloped for drainage, and securely anchored. SHEET METAL FLASHING AND TRIM (TPA) 25069 - City of Corpus Christi Detention Center 076200-7 July 31, 2025 3. Verify that air- or water-resistant barriers have been installed over sheathing or backing substrate to prevent air infiltration or water penetration. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.02 UNDERLAYMENT INSTALLATION A. Felt Underlayment: Install felt underlayment, wrinkle free, using adhesive to minimize use of mechanical fasteners under sheet metal flashing and trim. Apply in shingle fashion to shed water, with lapped joints of not less than 2 inches (50.8 mm). B. Synthetic Underlayment: Install synthetic underlayment, wrinkle free, according to manufacturers' written instructions, and using adhesive where possible to minimize use of mechanical fasteners under sheet metal. C. Self -Adhering Sheet Underlayment: Install self -adhering sheet underlayment, wrinkle free. Prime substrate if recommended by underlayment manufacturer. Comply with temperature restrictions of underlayment manufacturer for installation; use primer for installing underlayment at low temperatures. Apply in shingle fashion to shed water, with end laps of not less than 6 inches (152.4 mm) staggered 24 inches (609.6 mm) between courses. Overlap side edges not less than 3-1/2 inches (89 mm). Roll laps and edges with roller. Cover underlayment within 14 days. 3.03 INSTALLATION, GENERAL A. General: Anchor sheet metal flashing and trim and other components of the Work securely in place, with provisions for thermal and structural movement. Use fasteners, solder, protective coatings, separators, sealants, and other miscellaneous items as required to complete sheet metal flashing and trim system. 1. Install sheet metal flashing and trim true to line, levels, and slopes. Provide uniform, neat seams with minimum exposure of solder, welds, and sealant. 2. Install sheet metal flashing and trim to fit substrates and to result in watertight performance. Verify shapes and dimensions of surfaces to be covered before fabricating sheet metal. 3. Space cleats not more than 12 inches (304.8 mm) apart. Attach each cleat with at least two fasteners. Bend tabs over fasteners. 4. Install exposed sheet metal flashing and trim with limited oil canning, and free of buckling and tool marks. 5. Torch cutting of sheet metal flashing and trim is not permitted. 6. Do not use graphite pencils to mark metal surfaces. B. Metal Protection: Where dissimilar metals contact each other, or where metal contacts pressure -treated wood or other corrosive substrates, protect against galvanic action or corrosion by painting contact surfaces with bituminous coating or by other permanent separation as recommended by sheet metal manufacturer or cited sheet metal standard. SHEET METAL FLASHING AND TRIM (TPA) 25069 - City of Corpus Christi Detention Center 076200-8 July 31, 2025 1. Underlayment: Where installing sheet metal flashing and trim directly on cementitious or wood substrates, install underlayment and cover with slip sheet. C. Expansion Provisions: Provide for thermal expansion of exposed flashing and trim. Space movement joints at maximum of 10 feet (304.8 cm) with no joints within 24 inches (609.6 mm) of corner or intersection. 1. Form expansion joints of intermeshing hooked flanges, not less than 1 inch (25.4 mm) deep, filled with sealant concealed within joints. 2. Use lapped expansion joints only where indicated on Drawings. D. Fasteners: Use fastener sizes that penetrate wood blocking or sheathing not less than 1-1/4 inches (32 mm) for nails and not less than 3/4 inch (19.05 mm) for wood screws. E. Conceal fasteners and expansion provisions where possible in exposed work and locate to minimize possibility of leakage. Cover and seal fasteners and anchors as required for a tight installation. F. Seal 1. joints as required for watertight construction. Use sealant -filled joints unless otherwise indicated. Embed hooked flanges of joint members not less than 1 inch (25.4 mm) into sealant. Form joints to completely conceal sealant. When ambient temperature at time of installation is between 40 and 70 degrees Fahrenheit (21.11 degrees Celsius), set joint members for 50 percent movement each way. Adjust setting proportionately for installation at higher ambient temperatures. Do not install sealant -type joints at temperatures below 40 degrees Fahrenheit (4.44 degrees Celsius). 2. Prepare joints and apply sealants to comply with requirements in Section 079200 "Joint Sealants." G. Soldered Joints: Clean surfaces to be soldered, removing oils and foreign matter. Pre -tin edges of sheets with solder to width of 1-1/2 inches (38 mm); however, reduce pre -tinning where pre -tinned surface would show in completed Work. 1. Do not solder for aluminum sheet. 2. Do not use torches for soldering. 3. Heat surfaces to receive solder, and flow solder into joint. Fill joint completely. Completely remove flux and spatter from exposed surfaces. 4. Stainless -Steel Soldering: Tin edges of uncoated sheets, using solder for stainless steel and acid flux. Promptly remove acid flux residue from metal after tinning and soldering. Comply with solder manufacturer's recommended methods for cleaning and neutralization. H. Rivets: Rivet joints in uncoated aluminum where necessary for strength. SHEET METAL FLASHING AND TRIM (TPA) 25069 - City of Corpus Christi Detention Center 076200-9 July 31, 2025 3.04 ROOF -DRAINAGE SYSTEM INSTALLATION A. General: Install sheet metal roof -drainage items to produce complete roof -drainage system according to cited sheet metal standard unless otherwise indicated. Coordinate installation of roof perimeter flashing with installation of roof -drainage system. B. Hanging Gutters: Join sections with joints sealed with sealant. Provide for thermal expansion. Attach gutters at eave or fascia to firmly anchor them in position. Provide end closures and seal watertight with sealant. Slope to downspouts. 1. Fasten gutter spacers to front and back of gutter. 2. Anchor and loosely lock back edge of gutter to continuous cleat. 3. Anchor back of gutter that extends onto roof deck with cleats spaced not more than 24 inches (609.6 mm) apart. 4. Anchor gutter with straps spaced not more than 24 inches (609.6 mm) apart to roof deck, unless otherwise indicated, and loosely lock to front gutter bead. 5. Install gutter with expansion joints at locations indicated, but not exceeding, 50 feet (1524 cm) apart. Install expansion -joint caps. C. Downspouts: Join sections with 1-1/2-inch (38-mm) telescoping joints. 1. Provide hangers with fasteners designed to hold downspouts securely to walls. Locate hangers at top and bottom and at approximately 60 inches o.c. 2. Provide elbows at base of downspout to direct water away from building on to precast concrete splash blocks. D. Expansion -Joint Covers: Install expansion -joint covers at locations and of configuration indicated. Lap joints minimum of 4 inches (101.6 mm) in direction of water flow. 3.05 ROOF FLASHING INSTALLATION A. General: Install sheet metal flashing and trim to comply with performance requirements and cited sheet metal standard. Provide concealed fasteners where possible, and set units true to line, levels, and slopes. Install work with laps, joints, and seams that are permanently watertight and weather resistant. B. Roof Edge Flashing: Anchor to resist uplift and outward forces according to recommendations in cited sheet metal standard unless otherwise indicated. Interlock bottom edge of roof edge flashing with continuous cleat anchored to substrate at staggered 3-inch (75-mm) centers. C. Roof Edge Flashing: Anchor to resist uplift and outward forces according to recommendations in FM Global Property Loss Prevention Data Sheet 1-49 for FM Approvals' listing for required windstorm classification. D. Copings: Anchor to resist uplift and outward forces according to recommendations in cited sheet metal standard unless otherwise indicated. SHEET METAL FLASHING AND TRIM (TPA) 25069 - City of Corpus Christi Detention Center 076200-10 July 31, 2025 E. Copings: Anchor to resist uplift and outward forces according to recommendations in FM Global Property Loss Prevention Data Sheet 1-49 for specified FM Approvals' listing for required windstorm classification. F. Pipe or Post Counterflashing: Install counterflashing umbrella with close -fitting collar with top edge flared for elastomeric sealant, extending minimum of 4 inches (101.6 mm) over base flashing. Install stainless -steel draw band and tighten. G. Counterflashing: Coordinate installation of counterflashing with installation of base flashing. Insert counterflashing in reglets or receivers and fit tightly to base flashing. Extend counterflashing 4 inches (101.6 mm) over base flashing. Lap counterflashing joints minimum of 4 inches (101.6 mm). Secure in waterproof manner by means of anchor and washer at 36- inch (910-mm) centers unless otherwise indicated. 3.06 WALL FLASHING INSTALLATION A. General: Install sheet metal wall flashing to intercept and exclude penetrating moisture according to cited sheet metal standard unless otherwise indicated. Coordinate installation of wall flashing with installation of wall -opening components such as windows, doors, and louvers. B. Reglets: Installation of reglets is specified in Section 042000 "Unit Masonry." 3.07 ERECTION TOLERANCES A. Installation Tolerances: Shim and align sheet metal flashing and trim within installed tolerance of 1/4 inch (6.35 mm) in 20 feet (609.6 cm) on slope and location lines indicated on Drawings and within 1/8-inch (3-mm) offset of adjoining faces and of alignment of matching profiles. 3.08 CLEANING AND PROTECTION A. Clean exposed metal surfaces of substances that interfere with uniform oxidation and weathering. B. Clean and neutralize flux materials. Clean off excess solder. C. Clean off excess sealants. D. Remove temporary protective coverings and strippable films as sheet metal flashing and trim are installed unless otherwise indicated in manufacturer's written installation instructions. On completion of sheet metal flashing and trim installation, remove unused materials and clean finished surfaces as recommended by sheet metal flashing and trim manufacturer. Maintain sheet metal flashing and trim in clean condition during construction. E. Replace sheet metal flashing and trim that have been damaged or that have deteriorated beyond successful repair by finish touchup or similar minor repair procedures. END OF SECTION 07 62 00 SHEET METAL FLASHING AND TRIM (TPA) 25069 - City of Corpus Christi Detention Center 076200-11 July 31, 2025 SECTION 07 72 00 - ROOF ACCESSORIES PART 1- GENERAL 1.01 REFERENCE STANDARDS A. MSS SP-58 - Pipe Hangers and Supports - Materials, Design, Manufacture, Selection, Application, and Installation; 2018, with Amendment (2019). B. UL 793 - Automatically Operated Roof Vents for Smoke and Heat; Current Edition, Including All Revisions. 1.02 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.03 SUMMARY A. Section includes: 1. Roof curbs. 2. Equipment supports. 3. Pipe Supports/Hangers. B. Related Requirements: 1. Windstorm Construction Requirements in the Drawings. 2. Section 06 10 53 "Rough Carpentry" for roof sheathing, wood cants, and wood nailers. 3. Section 07 52 16 "SBS Modified Bituminous Membrane Roofing for roofing accessories. 4. Section 07 62 00 "Sheet Metal Flashing and Trim" for shop- and field -fabricated metal flashing and counterflashing, roof expansion -joint covers, and miscellaneous sheet metal trim and accessories. 1.04 REFERENCES A. Aluminum Association (AA): Specifications for Aluminum Structures. B. American Society for Testing and Materials (ASTM): 1. A 36: Carbon Structural Steel. 2. A 53: Pipe, Steel, Black and Hot -Dipped, Zinc -Coated, Welded and Seamless. 3. A 123: Zinc (Hot -Dip Galvanized) Coatings on Iron and Steel Products. 4. A 153: Zinc Coating (Hot -Dip) Steel and Iron Hardware. ROOF ACCESSORIES 25069 - City of Corpus Christi Detention Center 077200-1 July 31, 2025 5. A 167: Stainless and Heat Resisting Chromium -Nickel Steel Plate, Sheet and Strip. 6. A 240: Chromium and Chromium -Nickel Stainless -Steel Plate, Sheet, and Strip for Pressure Vessels and for General Applications. 7. A 500: Cold -Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes. 8. A 653: Steel Sheet, Zinc Coated, (Galvanized) or Zinc -Iron Alloy -Coated (Galvannealed) by the Hot -Dip process, Structural (Physical) Quality Property. 9. A 666: Annealed or Cold -Worked Austenitic Stainless -Steel Sheet, Strip, Plate, and Flat Bar. 10. A 755: Steel Sheet, Metallic Coated by the Hot -Dip Process and Prepainted by the Coil - Coating Process for Exterior Exposed Building Products. 11. A 780: Practice for Repair of Damaged and Uncoated Areas of Hot -Dip Galvanized Coatings. 12. A 792: Steel Sheet, 55% Aluminum -Zinc Alloy -Coated by the Hot -Dip Process. 13. A 924: Steel Sheet, Zinc Coated, (galvanized) by the Hot -Dip process. 14. A 1011: Steel, Sheet and Strip, Hot -Rolled, Carbon, Structural, High -Strength Low -Alloy and High -Strength Low -Alloy with Improved Formability. 15. B 209: Aluminum and Aluminum -Alloy Sheet and Plate. 16. B 221: Aluminum -Alloy Extruded Bars, Rods, Wire, Shapes, and Tubes. 17. C 208: Cellulosic Fiber Insulating Board. 18. C 726: Mineral Fiber Roof Insulation Board. 19. C 920: Elastomeric Joint Sealants. 20. C 1289: Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board. 21. C 1311: Solvent Release Sealants. 22. D 638: Tensile Properties of Rigid Plastic. 23. D 226: Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing. 24. D 256: Determining the Izod Pendulum Impact Resistance of Plastics. 25. D 695: Compressive Properties of Rigid Plastic. 26. D 785: Rockwell Hardness of Plastics and Electrical Insulating Materials. 27. D 1003: Haze and Luminous Transmittance of Transparent Plastics. 28. D 2240: Rubber Property — Durometer Hardness. 29. D 2244: Color Tolerance and Calculation of Color Differences from Instrumentally Measured Color Coordinates. 30. D 4214: Evaluating the Degree of Chalking of Exterior Paint Films. ROOF ACCESSORIES 25069 - City of Corpus Christi Detention Center 077200-2 July 31, 2025 31. D 4397: Polyethylene Sheeting for Construction, Industrial and Agricultural Applications. 32. D 4586: Asphalt Roof Cement, Asbestos -Free. 33. D 4802: Poly(Methyl Methacrylate) Acrylic Plastic Sheet. C. Manufacturer's Standardization Society of the Valve and Fittings Industry, Inc. (MSS): 1. SP-58 Pipe Hangers and Supports, Materials, Design and Manufacture. 2. SP-59 Pipe Hangers and Supports, Selection and Application. D. National Roofing Contractors Association (NRCA): Roofing and Waterproofing Manual. E. Sheet Metal and Air Conditioning Contractor's National Association (SMACNA): Architectural Sheet Metal Manual. F. Underwriters' Laboratories (UL): 1. Fire Hazard Classifications. 1.05 SYSTEM DESCRIPTION A. Manufactured Curbs: Engineered, prefabricated structural box curb assembly designed for installation onto roof deck or structural framing, capable of supporting weight of roof -mounted equipment without deformation. Include integral base plate, treated wood nailer and insulation. B. Pipe Supports: Support all roof mounted piping with engineered, prefabricated, portable system designed for installation on roof without roof penetrations, flashings, or damage to roofing materials. Include bases, structural steel frames, and adjustable height pipe hangers or supports suitable for existing and proposed piping and conduits. 1.06 DESIGN REQUIREMENTS A. Fabricate and install Roof Accessories to comply with NRCA recommendation that top of curb to top of roofing membrane be a minimum of 8-inches. 1.07 ACTION SUBMITTALS A. Product List: Submit list of proposed Products and manufacturers, including all items specified in Part 2 — Products or otherwise required by the Work. B. Product Data: For each type of roof accessory indicated. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes. C. Shop Drawings: Show fabrication and installation details for roof accessories. Show layouts of roof accessories including plans and elevations. Indicate dimensions, weights, loadings, required clearances, method of field assembly, and components. Include plans, elevations, sections, details, and attachments to other work. ROOF ACCESSORIES 25069 - City of Corpus Christi Detention Center 077200-3 July 31, 2025 1.08 INFORMATIONAL SUBMITTALS A. Coordination Drawings: Roof plans, drawn to scale, and coordinating penetrations and roof - mounted items. Show the following: 1. Size and location of roof accessories specified in this Section. 2. Method of attaching roof accessories to roof or building structure. 3. Other roof -mounted items including mechanical and electrical equipment, ductwork, piping, and conduit. B. Samples: For each type of exposed factory -applied finish required and for each type of roof accessory indicated, prepared on Samples of size to adequately show color. C. Manufacturer's Installation Instructions: Include installation sequence, special instructions and precautions, and Material Safety Data Sheets (MSDS). D. Certification: Provide current letter(s) on Company's letterhead, signed by an authorized employee or corporate officer attesting to all following items: 1. Qualifications: Certify and document items in Article on Quality Assurance, and; 2. Products: Certify that selected products meet or exceed specified requirements: a. Quality Assurance/Control Data: Provide Design Data, Test Reports, Certificates, Manufacturer's Installation Instructions, and Manufacturer's Field Reports. b. Test Reports: Certified test reports or labeling agency file numbers indicating compliance with specified performance characteristics and physical properties. c. Manufacturer's Certification: Each product meets or exceeds specified requirements. 1.09 CLOSEOUT SUBMITTALS A. Project Record Documents: Accurately record exact location of roof penetrations and any items installed but not visible after installation of roofing system or other Products. B. Operation and Maintenance Data: 1. Include complete instructions for normal maintenance and local contacts for service and spare parts. 2. Include cleaning and stain removal methods and recommended cleaning materials, polishes, and waxes. C. Warranty: Executed special warranty. 1.10 QUALITY ASSURANCE A. Manufacturer: Company specializing in the manufacturer of products specified in this Section with minimum five years documented experience. ROOF ACCESSORIES 25069 - City of Corpus Christi Detention Center 077200-4 July 31, 2025 B. Applicator: Company specializing in installing the work of this Section with minimum three years documented experience and approved by the manufacturer. C. Supervisor/Foreman: Individual that is a direct employee of Applicator Company experienced in using selected manufacturer's Products. D. Sheet Metal Standard: Comply with SMACNA's "Architectural Sheet Metal Manual" details for fabrication of units, including flanges and cap flashing to coordinate with type of roofing indicated. E. Perform work in accordance with MSS SP-59. F. Maintain one copy of each document accessible to site. G. Pre -Installation Conference: 1. Convene two weeks prior to commencing work of this Section, under provisions of Section 00 73 00 — Supplementary Conditions. 2. Require attendance of parties directly affecting work of this Section. 3. Review conditions of installation, installation procedures, and coordination with related work. 1.11 DELIVERY, STORAGE, AND HANDLING A. Pack, handle, and ship roof accessories properly labeled in heavy-duty packaging to prevent damage. B. Store materials protected from exposure to harmful weather conditions and at temperature and humidity conditions recommended by manufacturer. 1. Protect from damage from sunlight, weather, excessive temperatures and construction operations. 1.12 FIELD CONDITIONS A. Field Measurements: Verify required openings for each type of roof accessory by field measurements before fabrication and indicate measurements on Shop Drawings. B. Regulatory Requirements: 1. Conform to International Building Code as amended by the City of Corpus Christi code for fire and wind loading requirements. 2. Comply with "Windstorm Construction Requirements" located in the Drawings. 3. Provide certification of inspection confirming approval of by authority having jurisdiction. C. Environmental Requirements: 1. Do not install Roof Accessories when chances for inclement weather exist, or might occur before installation can be completed and accessories made weatherproof. 2. Maintain waterproof integrity of building during and after installation of Roof Accessories. ROOF ACCESSORIES 25069 - City of Corpus Christi Detention Center 077200-5 July 31, 2025 D. Existing Conditions: Verify actual measurements/openings by field measurements before fabrication; show recorded measurements on shop drawings. 1. Coordinate field measurements and fabrication schedule with construction progress to avoid construction delays. 2. Allow for field tolerances if taking field measurements before fabrication is not possible. 1.13 COORDINATION A. Coordinate layout and installation of roof accessories with roofing membrane and base flashing and interfacing and adjoining construction to provide a leakproof, weathertight, secure, and noncorrosive installation. 1. With Architect's approval, adjust location of roof accessories that would interrupt roof drainage routes, roof expansion joints or other construction elements. B. Sequence work to allow installation of Roof Accessories that are mounted directly on roof deck during installation of new roofing system. Do not cut into new roofing system to retrofit Roofing Accessories unless specifically permitted by Architect. C. Coordinate with installation of mechanical and electrical equipment, hardware, and assemblies to ensure Roof Accessories are properly located and in place to receive equipment installed by others. 1.14 WARRANTY A. Warranty: Cover damage to Roof Accessories and substrates resulting from failure of Roof Accessories to perform as intended, including resist penetration of water. Include replacement of defective materials and labor. 1. Manufactured Curbs and Equipment Supports: Provide warranty on curbs against structural failure. 2. Pipe Support System: Provide warranty covering pipe bases against deterioration for same time period as roofing warranty. 3. Warranty Period: a. Pipe Support System: Same duration as Roofing System Warranty. b. Other Items: 5 years from date of Substantial Completion. B. Special Warranty on Painted Finishes: Manufacturer's standard form in which manufacturer agrees to repair finish or replace roof accessories that show evidence of deterioration of factory - applied finishes within specified warranty period. 1. Fluoropolymer Finish: Deterioration includes, but is not limited to, the following: a. Color fading more than 5 Hunter units when tested according to ASTM D 2244. b. Chalking in excess of a No. 8 rating when tested according to ASTM D 4214. ROOF ACCESSORIES 25069 - City of Corpus Christi Detention Center 077200-6 July 31, 2025 c. Cracking, checking, peeling, or failure of paint to adhere to bare metal. 2. Finish Warranty Period: 20 years from date of Substantial Completion. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, manufacturers listed in other Part 2 articles. 2.02 PERFORMANCE REQUIREMENTS A. Provide roof accessories that have been manufactured, fabricated and installed to withstand design loads from and to maintain performance criteria stated by manufacturer without defects, damage or failure. 2.03 METAL MATERIALS A. Metallic -Coated Steel Sheet: Restricted flatness steel sheet, metallic coated by the hot -dip process and prepainted by the coil -coating process to comply with ASTM A 755. 1. Galvanized Steel Sheet: ASTM A 653, G90 coated and mill phosphatized for field painting. 2. Aluminum -Zinc Alloy -Coated Steel Sheet: ASTM A 792, AZ50 coated. B. Prepainted Metallic -Coated Steel Sheet: Steel sheet metallic coated by hot -dip process and prepainted by coil -coating process to comply with ASTM A 755/A 755M. 1. Galvanized Steel Sheet: ASTM A 653, G90 coated. 2. Aluminum -Zinc Alloy -Coated Steel Sheet: ASTM A 792, Class AZ50 coated. 3. Exposed Finishes: High -Performance Organic Finish (2-Coat Fluoropolymer): Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturer's written instructions. a. Fluoropolymer 2-Coat System: Manufacturer's standard 2-coat, thermocured system consisting of specially formulated inhibitive primer and fluoropolymer color topcoat containing not less than 70 percent polyvinylidene fluoride resin by weight; complying with physical properties and coating performance requirements in AAMA 2605, except as modified below: 1) Humidity Resistance: 1000 hours. 2) Salt -Spray Resistance: 1000 hours. C. Aluminum Sheet: ASTM B 209, alloy and temper recommended by manufacturer for type of use and mill finish. ROOF ACCESSORIES 25069 - City of Corpus Christi Detention Center 077200-7 July 31, 2025 1. High -Performance Organic Finish (2-Coat Fluoropolymer): AA-C12C40R1x (Chemical Finish: Cleaned with inhibited chemicals; Chemical Finish: Conversion coating; Organic Coating: Manufacturer's standard 2-coat, thermocured system consisting of specially formulated inhibitive primer and fluoropolymer color topcoat containing not less than 70 percent polyvinylidene fluoride resin by weight). Prepare, pretreat, and apply coating to exposed metal surfaces to comply with AAMA 2605 and with coating and resin manufacturer's written instructions. a. Color and Gloss: As selected by Architect from manufacturer's full range. D. Aluminum Extrusions and Tubes: A STM B 221, alloy and temper recommended by manufacturer for type of use, mill finished. E. Stainless -Steel Shapes or Sheet: ASTM A 240 or ASTM A 666, Type 304 or Type 316, No. 2D finish. F. Steel Shapes: ASTM A 36, hot -dip galvanized to comply with ASTM A 123/A 123M, unless otherwise indicated. G. Steel Tube: ASTM A 500, round tube, baked -enamel finished. H. Galvanized Steel Tube: ASTM A 500, round tube, hot -dip galvanized to comply with ASTM A 123. I. Galvanized Steel Pipe: ASTM A 53. 2.04 MISCELLANEOUS MATERIALS A. Cellulosic -Fiber Board Insulation: ASTM C 208, Type II, Grade 1, not less than 1 inch (25.4 mm) thick. B. Glass -Fiber Board Insulation: ASTM C 726, not less than 1 inch (25.4 mm) thick. C. Polyisocyanurate Board Insulation: ASTM C 1289, not less than 1 inch (25.4 mm) thick. D. Wood Nailers: Softwood lumber, pressure treated with waterborne preservatives for aboveground use, complying with AWPA C2; not less than 1-1/2 inches (38 mm) thick. E. Bituminous Coating: Cold -applied asphalt mastic, SSPC-Paint 12, compounded for 15-mil dry film thickness per coat. Provide inert -type noncorrosive compound free of asbestos fibers, sulfur components, and other deleterious impurities. F. Polyethylene Sheet: 6-mil thick, polyethylene sheet complying with ASTM D 4397. G. Felt: ASTM D 226, Type II (No. 30), asphalt -saturated organic felt, nonperforated. 1. Slip Sheet: Rosin -sized paper, minimum 3 Ib/100 sq. ft. H. Fasteners: Same metal as metals being fastened, or nonmagnetic stainless steel or other noncorrosive metal as recommended by roof accessory manufacturer. Match finish of exposed fasteners with finish of material being fastened. Provide nonremovable fastener heads to exterior exposed fasteners. I. Gaskets: Manufacturer's standard tubular or fingered design of neoprene, EPDM, or PVC; or flat design of foam rubber, sponge neoprene, or cork. ROOF ACCESSORIES 25069 - City of Corpus Christi Detention Center 077200-8 July 31, 2025 J. Sealant: of type, grade, class, and use classifications required to seal joints in sheet metal flashing and trim and remain watertight. K. Butyl Sealant: ASTM C 1311, single -component, solvent -release butyl rubber sealant, polyisobutylene plasticized and heavy bodied for hooked -type expansion joints with limited movement. L. Roofing Cement: ASTM D 4586, non -asbestos, fibrated asphalt cement designed for trowel application or other adhesive compatible with roofing system. 2.05 EQUIPMENT SUPPORTS A. Equipment Supports: Provide metal equipment supports, internally reinforced and capable of supporting superimposed live and dead loads, including equipment loads and other construction to be supported. Fabricate with welded or sealed mechanical corner joints, with integral formed mounting flange at perimeter bottom. Coordinate dimensions with rough -in information or Shop Drawings of equipment to be supported. 1. Available Manufacturers: a. Custom Curb, Inc. b. LM Curbs. c. Pate Company (The). d. Thaler Metal Industries Ltd. e. ThyCurb; Div. of Thybar Corporation. 2. Load Requirements: As required to support equipment weight. 3. Material: Metallic -coated steel sheet, 0.079 inch (2.01 mm) thick. 4. Factory -install continuous wood nailers 3-1/2 wide at tops of equipment supports. 5. Metal Counterflashing: Manufacturer's standard removable counterflashing, fabricated of same metal and finish as equipment support. 6. On ribbed or fluted metal roofs, form flange at perimeter bottom to conform to roof profile. 7. Fabricate units to minimum height of 12 inches (304.8 mm) above the new roof surface unless otherwise indicated. 8. Sloping Roofs: Where slope of roof deck exceeds 1:48, fabricate curb units with water diverter or cricket and with height tapered to match slope to level tops of units. 2.06 ROOF MOUNTED PIPE / EQUIPMENT SUPPORTS A. Pipe Support System and Hangers: Adjustable height, with bases, traffic pads, and manufacturer's recommended hardware for mounting on roof membrane, suitable for quantity of pipe runs and sizes, with EPDM end caps. ROOF ACCESSORIES 25069 - City of Corpus Christi Detention Center 077200-9 July 31, 2025 1. Hot -dip galvanize completed assemblies. Stainless steel when framing is stainless steel. 2. Fabricate to MSS SP-58 and MSS SP-69. 3. Pipe Size 2-1/2-inch and Smaller: Single roller supports for piping subject to expansion and contraction; with 3-sided channels and pipe clamps. 4. Pipe Size 3-inch and Larger: Rollers, clevis hangers or band hangers, to allow for expansion and contraction without movement of the bases. 5. Available Manufacturers: a. Advanced Support Products, Inc. b. Mapa Products c. Miro Industries, Inc. d. Portable Pipe Hangers, Inc. 6. Steel Framing: 12 gage minimum cold -rolled, hot dipped galvanized steel perforated channel sections equal to Uni-strut, Portable Pipe Hangers, or previously approved alternate. 7. Bases: Black, injection molded, moisture resistant, chemical resistant, non-flammable high density polypropylene plastic, or manufacturer's standard approved. 8. Accessory Hardware: Hot dipped galvanized, clamps, bolts nuts and washers as required for a complete system. 9. Base Pedestal: 3000 PSI reinforced, pre -cast concrete pavers not less than four inches larger than pedestal base size. 10. Traffic Pad: Recycled elastomers vulcanized into pads, 3/8-inches thick; TufPad° manufactured by Rubber Products, Inc. or roof membrane traffic pads as specified in Division 07 Section "Styrene Butadiene Styrene (SBS) Modified Asphalt Bituminous Roofing." a. Size: Not less than four (4") inches larger in both directions pedestal base. 11. Support Height: As indicated or required for existing items to be supported. B. Mechanical Units and Duct Supports: Same manufacturer as pipe supports, and suitable for item to be supported, including manufacturer's standard hardware for mounting to structure or structural roof deck. PART 3 - EXECUTION 3.01 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, to verify actual locations, dimensions, and other conditions affecting performance of work. ROOF ACCESSORIES 25069 - City of Corpus Christi Detention Center 077200-10 July 31, 2025 1. Verify that substrate is sound, dry, smooth, clean, sloped for drainage, and securely anchored and is ready to receive roof accessories. 2. Verify dimensions of roof openings for roof accessories. 3. Proceed with installation only after unsatisfactory conditions have been corrected. 3.02 PREPARATION A. Protect adjacent surfaces, including roofing system from damage during installation of Roofing Accessories. B. Clean surfaces of roof to receive pipe support bases. Remove loose gravel, dirt, dust, oils, and other foreign materials from all roofs. Prime existing substrate or membrane with primer that is compatible with and acceptable roofing membrane manufacturer. 3.03 INSTALLATION A. General: Install roof accessories according to manufacturer's written instructions. Anchor roof accessories securely in place and capable of resisting forces specified. Use fasteners, separators, sealants, and other miscellaneous items as required for completing roof accessory installation. Install roof accessories to resist exposure to weather without failing, rattling, leaking, and fastener disengagement. B. Coordinate installation with adjacent Work such as roofing, sheet metal and other work to ensure creation of a complete weatherproof assembly. Anchor work securely to supporting structure, but allow for differential and thermal movement. C. Install roof accessories to fit substrates and to result in watertight performance. D. Metal Protection: Where dissimilar metals will contact each other or corrosive substrates, protect against galvanic action by painting contact surfaces with bituminous coating acceptable to roofing membrane manufacturer or by other permanent separation as recommended by manufacturer. 1. Coat concealed side of uncoated aluminum and stainless -steel roof accessories with bituminous coating where in contact with wood, ferrous metal, or cementitious construction. 2. Underlayment: Where installing exposed -to -view components of roof accessories directly on cementitious or wood substrates, install a course of felt underlayment and cover with a slip sheet, or install a course of polyethylene underlayment. 3. Bed flanges in thick coat of asphalt roofing cement where required by roof accessory manufacturers for waterproof performance. E. Install roof accessories level, plumb, true to line and elevation, and without warping, jogs in alignment, excessive oil canning, buckling, or tool marks. F. Equipment Support Installation: ROOF ACCESSORIES 25069 - City of Corpus Christi Detention Center 077200-11 July 31, 2025 1. Locate curbs and support framing where indicated or instructed by Owner's Representative. 2. Set equipment support so top surface of equipment support is level. G. Roof Mounted Pipe / Equipment Support Installation: 1. Locate bases and support framing as indicated on shop drawings or as required for existing conditions. Completely support all piping, conduit, ducts, and equipment whether indicated or not. a. Do not use wood or wire to support items. b. Maximum Deflection: 1/240th of span. c. Maximum Load on Membrane: Two and one-half (2.5) pounds per square inch. 2. Set bases with adhesive in accordance with manufacturer's installation instructions and as acceptable to membrane manufacturer. Accurately locate and align bases. 3. Install support devices at spacings to support weight of piping and conduit, but in no case exceeding 10-feet on center. 4. Set framing posts into bases and assemble framing structure as indicated. 5. Use galvanized fasteners for galvanized framing and stainless -steel fasteners for stainless steel framing. H. Seal joints with sealant as required by manufacturer of roof accessories. 3.04 FIELD QUALITY CONTROL A. Site inspection will be performed under provisions of Section 00 73 00 — Supplementary Conditions. B. Provide manufacturer's field services under provisions of Section 00 73 00 — Supplementary Conditions. C. Request site attendance of Roof Accessory manufacturers during installation of the work if required to confirm compliance with instructions or for special or unusual conditions. 3.05 TOUCH UP A. Touch up factory -primed surfaces with compatible primer ready for field painting in accordance with Section 09 90 00 "Paints and Coatings." B. Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas and repair galvanizing to comply with ASTM A 780. 3.06 CLEANING A. Clean exposed surfaces according to manufacturer's written instructions. ROOF ACCESSORIES 25069 - City of Corpus Christi Detention Center 077200-12 July 31, 2025 1. Remove temporary coverings and protection of adjacent work areas. Repair or replace damaged installed products. 2. Clean metal and glazing using non-abrasive materials and methods. Remove and replace work that cannot be successfully cleaned. 3. Remove adhesive from supports, pipes and bases, and leave work in clean condition. B. Remove all construction debris, packaging, unused fasteners, adhesives, and other installation materials from project site and dispose of legally. C. Reclean as necessary to prevent damage. Protect completed work from damage and deterioration and inspect immediately before final acceptance of project. 3.07 PROTECTION A. Do not permit traffic over unprotected roof surfaces. END OF SECTION 07 72 00 ROOF ACCESSORIES 25069 - City of Corpus Christi Detention Center 077200-13 July 31, 2025 SECTION 07 81 23 - INTUMESCENT FIRE PROTECTION PART 1- GENERAL 1.01 SECTION INCLUDES A. High -quality latex, intumescent, fire retardant coating for interior ceilings, walls and trim. 1.02 REFERENCE STANDARDS A. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2023d. 1.03 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements for submittals procedures. B. Product Data: Manufacturer's data sheets on each product to be used, including: 1. Performance characteristics and test results. 2. Preparation instructions and recommendations. 3. Storage and handling requirements and recommendations. 4. Installation methods. C. Certificates: Certify that intumescent fireproofing provided for this project meets or exceeds specified requirements in all respects. 1.04 DELIVERY, STORAGE, AND HANDLING A. Deliver materials in manufacturer's original, unopened containers with identification labels and testing agency markings intact and legible. B. Store products in manufacturer's unopened packaging until ready for installation. 1. Store at temperatures not less than 50 degrees F (10 degrees C) in dry, protected area. 2. Protect from freezing, and do not store in direct sunlight. 3. Dispose of any materials that have come into contact with contaminants of any kind prior to application. PART 2 - PRODUCTS 2.01 SYSTEM REQUIREMENTS A. Exposed Interior Wood Surfaces: Class A, flame spread index (FSI) and smoke developed index (SDI) of 25/450, maximum, when tested in accordance with ASTM E84. INTUMESCENT FIRE PROTECTION 25069 - City of Corpus Christi Detention Center 078123-1 July 31, 2025 2.02 MATERIALS A. Fire Resistive Coating System: Intumescent fire protection system for primed plywood. 1. Basis of Design: Benjamin Moore & Co., INSL-X Fire Retardant Paint. 2. Surface Burning Characteristics: Class A, flame spread/smoke developed index of 25/450, maximum, when tested in accordance with ASTM E84. 3. For Interior Use: a. High -quality latex, intumescent, fire retardant coating. 4. Color: White. 5. Vehicle Type: 100% Acrylic. 6. Pigment Type: Acrylic Co -Polymer. 7. Volume Solids: 48.5 +/- 1.0% 8. Coverage per Gallon at Recommended Film Thickness: 150 sq.ft. 9. Recommended Film Thickness: a. Wet: 10.7 mils b. Dry: 5.2 mils 10. Gloss / Sheen: Flat 11. Volatile Organic Compounds (VOC): 0.37 lbs./gallon (45 grams/liter). B. Sealers and Primer: As required by tested and listed assemblies, and recommended by fireproofing manufacturer to suit specific substrate conditions. PART 3 - EXECUTION 3.01 EXAMINATION A. Examine substrates to determine if they are in satisfactory condition to receive intumescent fire protection; verify that substrates are clean and free of oil, grease, incompatible primers, or other foreign substances capable of impairing bond to fireproofing system. B. Do not begin installation until substrates have been properly prepared. C. If substrate preparation is responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding. 3.02 PREPARATION A. Thoroughly clean surfaces to receive fireproofing. B. Repair substrates to remove surface imperfections that could effect uniformity of texture and thickness of fireproofing system, and remove minor projections and fill voids that could telegraph through finished work. INTUMESCENT FIRE PROTECTION 25069 - City of Corpus Christi Detention Center 078123-2 July 31, 2025 C. Cover or otherwise protect other work that might be damaged by fallout or overspray of fireproofing system, and provide temporary enclosures as necessary to confine operations and maintain required ambient field conditions. 3.03 APPLICATION A. Comply with manufacturer's instructions for each particular intumescent fire protection system installation application as indicated. B. Apply manufacturer's recommended primer to required coating thickness. C. Apply fireproofing to full thickness over entire area of each substrate to be protected. D. Apply coats at manufacturer's recommended rate to achieve dry film thickness (DFT) as required for fire resistance ratings designated for each condition. E. Apply intumescent fire protection by spraying to maximum extent possible, and as necessary complete coverage by roller application or other method acceptable to manufacturer. 3.04 CLEANING A. See Section 01 70 00 - Execution and Closeout Requirements for additional requirements. B. Immediately after installation of fireproofing in each area, remove overspray and fallout from other surfaces and clean soiled areas. 3.05 PROTECTION A. Protect installed intumescent fire protection from damage due to subsequent construction activities, so fireproofing is without damage or deterioration before Date of Substantial Completion. B. Touch-up, repair or replace damaged products before Date of Substantial Completion. END OF SECTION 07 8123 INTUMESCENT FIRE PROTECTION 25069 - City of Corpus Christi Detention Center 078123-3 July 31, 2025 SECTION 07 92 00 - JOINT SEALANTS PART 1- GENERAL 1.01 SECTION INCLUDES A. Nonsag gunnable joint sealants. B. Joint backings and accessories. 1.02 RELATED REQUIREMENTS A. Section 09 21 16 - Gypsum Board Assemblies: Sealing acoustical and sound -rated walls and ceilings. B. Section 09 30 00 - TILING: Sealant between tile and plumbing fixtures and at junctions with other materials and changes in plane. 1.03 REFERENCE STANDARDS A. ASTM C661 - Standard Test Method for Indentation Hardness of Elastomeric-Type Sealants by Means of a Durometer; 2015 (Reapproved 2022). B. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2018. C. ASTM C1193 - Standard Guide for Use of Joint Sealants; 2016 (Reapproved 2023). D. ASTM C1330 - Standard Specification for Cylindrical Sealant Backing for Use with Cold Liquid - Applied Sealants; 2023. 1.04 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements for submittal procedures. B. Product Data: Submit manufacturer's technical datasheets for each product to be used; include the following: 1. Physical characteristics, including movement capability, VOC content, hardness, cure time, and color availability. 2. List of backing materials approved for use with the specific product. 3. Backing material recommended by sealant manufacturer. 4. Substrates that product is known to satisfactorily adhere to and with which it is compatible. 5. Substrates the product should not be used on. C. Color Cards for Selection: Where sealant color is not specified, submit manufacturer's color cards showing manufacturer's full range of colors available for selection. JOINT SEALANTS 25069 - City of Corpus Christi Detention Center 079200-1 July 31, 2025 D. Executed warranty. 1.05 WARRANTY A. See Section 01 78 00 - Closeout Submittals for additional warranty requirements. B. Manufacturer Warranty: Provide 2-year manufacturer warranty for installed sealants and accessories that fail to achieve a watertight seal, exhibit loss of adhesion or cohesion, or do not cure. Complete forms in Owner's name and register with manufacturer. C. Extended Correction Period: Correct defective work within 2-year period commencing on Date of Substantial Completion. PART 2 - PRODUCTS 2.01 JOINT SEALANT APPLICATIONS A. Scope: 1. Exterior Joints: a. Seal the following joints: 1) Wall expansion and control joints. 2) Joints between doors, windows, and other frames or adjacent construction. 3) Joints between different exposed materials. 2. Interior Joints: a. Seal the following joints: 1) Joints between door frames and window frames and adjacent construction. 2) In sound -rated wall and ceiling assemblies, gaps at electrical outlets, wiring devices, and piping penetrations. 3) In sound -rated wall and ceiling assemblies, seal joints between wall assemblies and ceiling assemblies; between wall assemblies and other construction; between ceiling assemblies and other construction. 4) Floor expansion joints between new floor construction and existing. 3. Do Not Seal: a. Intentional weep holes in masonry. b. Joints indicated to be covered with expansion joint cover assemblies. c. Joints where sealant is specified to be furnished and installed by manufacturer of product to be sealed. d. Joints where sealant installation is specified in other sections. e. Joints between suspended ceilings and walls. JOINT SEALANTS 25069 - City of Corpus Christi Detention Center 079200-2 July 31, 2025 B. Exterior Joints: Use nonsag polyurethane sealant, unless otherwise indicated. C. Interior Joints: Use nonsag polyurethane sealant, unless otherwise indicated. 1. Floor Joints in Wet Areas: Nonsag polyurethane traffic -grade sealant suitable for continuous liquid immersion. 2. Wall, Ceiling, and Floor Joints in Jail Cells Where Tamper -Resistance is Required: Non -sag tamper -resistant polyurethane -based elastomeric sealant. 3. Joints between Tile in Wet Areas and Floors, Walls, and Ceilings: Mildew -resistant silicone sealant; white. 4. Floor Joints between new floor construction and existing: Non -sag polyurethane traffic - grade sealant. D. Interior Wet Areas: Bathrooms, restrooms, kitchens, food service areas, and food processing areas; fixtures in wet areas include plumbing fixtures, food service equipment, countertops, cabinets, and other similar items. E. Areas Where Tamper -Resistance is Required: As indicated on drawings. 2.02 NONSAG JOINT SEALANTS A. Mildew -Resistant Silicone Sealant: ASTM C920, Grade NS, Uses M and A; single component, mildew resistant; not expected to withstand continuous water immersion or traffic. 1. Color: White. B. Polyurethane Sealant: ASTM C920, Grade NS, Uses M and A; single or multi -component; not expected to withstand continuous water immersion or traffic. 1. Movement Capability: Plus and minus 25 percent, minimum. 2. Color: To be selected by Architect from manufacturer's full range. C. Nonsag Traffic -Grade Polyurethane Sealant: ASTM C920, Grade NS, Type M; multi -component; explicitly approved by manufacturer for traffic without the necessity to recess sealant below traffic surface. 1. For use at floor to wall expansion joints. Refer to drawings. 2. Movement Capability: Plus and minus 25 percent, minimum. 3. Hardness Range: 40 to 50, Shore A, when tested in accordance with ASTM C661. 4. Acceptable for sealing joints in institutions, correctional facilities, etc., as a tamper resistant sealant. 5. Color: To be selected by Architect from manufacturer's full range. 6. Basis of Design Product: a. Sika Corporation; Sikaflex-2c NS TG: usa.sika.com/#sle. b. Substitutions: See Section 01 60 00 - Product Requirements. JOINT SEALANTS 25069 - City of Corpus Christi Detention Center 079200-3 July 31, 2025 2.03 ACCESSORIES A. Sealant Backing Materials, General: Materials placed in joint before applying sealants; assists sealant performance and service life by developing optimum sealant profile and preventing three -sided adhesion; type and size recommended by sealant manufacturer for compatibility with sealant, substrate, and application. B. Sealant Backing Rod, Closed -Cell Type: 1. Cylindrical flexible sealant backings complying with ASTM C1330 Type C. 2. Size: 25 to 50 percent larger in diameter than joint width. 3. Basis of DeProducts: a. Nomaco, Inc; HBR: www.nomaco.com/#sle. b. Substitutions: See Section 01 60 00 - Product Requirements. C. Masking Tape: Self-adhesive, nonabsorbent, nonstaining, removable without adhesive residue, and compatible with surfaces adjacent to joints and sealants. D. Joint Cleaner: Noncorrosive and nonstaining type, type recommended by sealant manufacturer; compatible with joint forming materials. E. Primers: Type recommended by sealant manufacturer to suit application; nonstaining. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify that joints are ready to receive work. B. Verify that backing materials are compatible with sealants. C. Verify that backer rods are of the correct size. 3.02 PREPARATION A. Remove loose materials and foreign matter that could impair adhesion of sealant. B. Clean joints, and prime as necessary, in accordance with manufacturer's instructions. C. Perform preparation in accordance with manufacturer's instructions and ASTM C1193. D. Mask elements and surfaces adjacent to joints from damage and disfigurement due to sealant work; be aware that sealant drips and smears may not be completely removable. 3.03 INSTALLATION A. Install this work in accordance with sealant manufacturer's requirements for preparation of surfaces and material installation instructions. B. Provide joint sealant installations complying with ASTM C1193. JOINT SEALANTS 25069 - City of Corpus Christi Detention Center 079200-4 July 31, 2025 C. Install bond breaker backing tape where backer rod cannot be used. D. Install sealant free of air pockets, foreign embedded matter, ridges, and sags, and without getting sealant on adjacent surfaces. E. Do not install sealant when ambient temperature is outside manufacturer's recommended temperature range, or will be outside that range during the entire curing period, unless manufacturer's approval is obtained and instructions are followed. F. Nonsag Sealants: Tool surface concave, unless otherwise indicated; remove masking tape immediately after tooling sealant surface. END OF SECTION 07 92 00 JOINT SEALANTS 25069 - City of Corpus Christi Detention Center 079200-5 July 31, 2025 SECTION 07 95 13 - EXPANSION JOINT COVER ASSEMBLIES PART 1- GENERAL 1.01 SECTION INCLUDES A. Expansion joint cover assemblies for floor and wall surfaces. 1.02 RELATED REQUIREMENTS A. Section 07 62 00 - Sheet Metal Flashing and Trim: Roof expansion and control joint covers. B. Section 07 92 00 - JOINT SEALANTS: Sealing expansion and control joints using gunnable and pourable sealants. C. Section 09 21 16 - Gypsum Board Assemblies: Gypsum board control joint trim. D. Section 09 21 16 - Gypsum Board Assemblies: Placement of expansion joint assemblies in gypsum board walls and ceilings. 1.03 REFERENCE STANDARDS A. ASTM B221 - Standard Specification for Aluminum and Aluminum -Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes; 2021. B. ASTM B221M - Standard Specification for Aluminum and Aluminum -Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes (Metric); 2021. C. ASTM 6308/B308M - Standard Specification for Aluminum -Alloy 6061-T6 Standard Structural Profiles; 2020. 1.04 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements for submittal procedures. B. Product Data: Provide joint assembly profiles, profile dimensions, anchorage devices and available colors and finish. C. Manufacturer's Installation Instructions: Indicate rough -in sizes and required tolerances for item placement. PART 2 - PRODUCTS 2.01 EXPANSION JOINT COVER ASSEMBLY APPLICATIONS A. Interior Floor Joints Subject to Thermal Movement: 1. Basis of Design Product Manufacturer: a. Inpro 101-A01-025 Floor to Floor Expansion Joint Cover (1 inch). EXPANSION JOINT COVER ASSEMBLIES 25069 - City of Corpus Christi Detention Center 079513-1 July 31, 2025 b. Substitutions: See Section 01 60 00 - Product Requirements. B. Interior Wall to Wall Corner Joints Subject to Thermal Movement: 1. Basis of Design Product Manufacturer: a. Inpro 801-A09 Wall to Wall Corner Expansion Joint Cover (1 inch). b. Substitutions: See Section 01 60 00 - Product Requirements. C. Drywall Control Joint and Drywall Expansion Control Joint Covers: 1. Refer to Specification Section 09 29 00 - Gypsum Board. 2.02 EXPANSION JOINT COVER ASSEMBLIES A. Expansion Joint Cover Assemblies - General: Factory -fabricated and assembled; designed to completely fill joint openings, sealed to prevent passage of air, dust, water, smoke; suitable for traffic expected. 1. Joint Dimensions and Configurations: As indicated on drawings. 2. Joint Cover Sizes: Selected to suit joint width and configuration, based on manufacturer's published recommendations and limitations. 3. Lengths: Provide covers in full lengths required; avoid splicing wherever possible. 4. Anchors, Fasteners, and Fittings: Provided by cover manufacturer. B. Floor Joint Covers: Coordinate with indicated floor coverings. C. Drywall Control Joint Covers in Gypsum Board Assemblies: Provide style with anchoring wings that can be completely covered by joint compound. 2.03 MATERIALS A. Extruded Aluminum: ASTM B221 (ASTM B221M), 6063 alloy, T6 temper; or ASTM B308/B308M, 6061 alloy, T6 temper. 1. Exposed Finish at Floors: Mill finish. 2. Exposed Finish at Walls and Ceilings: Natural anodized. B. Anchors and Fasteners: As recommended by cover manufacturer. C. Backing Paint for Aluminum Components in Contact with Cementitious Materials: Asphaltic type. PART 3 - EXECUTION 3.01 INSTALLATION A. Install components and accessories in accordance with manufacturer's instructions. B. Align work plumb and level, flush with adjacent surfaces. EXPANSION JOINT COVER ASSEMBLIES 25069 - City of Corpus Christi Detention Center 079513-2 July 31, 2025 C. Rigidly anchor to substrate to prevent misalignment. 3.02 PROTECTION A. Do not permit traffic over unprotected floor joint surfaces. END OF SECTION 07 95 13 EXPANSION JOINT COVER ASSEMBLIES 25069 - City of Corpus Christi Detention Center 079513-3 July 31, 2025 SECTION 08 11 13 - HOLLOW METAL DOORS AND FRAMES PART 1- GENERAL 1.01 SECTION INCLUDES A. Non -fire -rated hollow metal doors and frames. B. Hollow metal frames for wood doors. C. Thermally insulated hollow metal doors with frames. D. Hollow metal borrowed lites glazing frames. 1.02 RELATED REQUIREMENTS A. Section 08 14 16 - Flush Wood Doors. B. Section 08 7100 - Door Hardware. C. Section 08 80 00 - Glazing: Glass for doors and borrowed lites. D. Section 09 90 00 - Painting and Coating: Field painting. 1.03 ABBREVIATIONS AND ACRONYMS A. ANSI: American National Standards Institute. B. ASCE: American Society of Civil Engineers. C. HMMA: Hollow Metal Manufacturers Association. D. NAAMM: National Association of Architectural Metal Manufacturers. E. NFPA: National Fire Protection Association. F. SDI: Steel Door Institute. G. UL: Underwriters Laboratories. 1.04 REFERENCE STANDARDS A. ADA Standards - 2010 ADA Standards for Accessible Design; 2010. B. ANSI/SDI A250.4 - Test Procedure and Acceptance Criteria for Physical Endurance for Steel Doors, Frames and Frame Anchors; 2024. C. ANSI/SDI A250.8 - Specifications for Standard Steel Doors and Frames (SDI-100); 2023. D. ANSI/SDI A250.10 - Test Procedure and Acceptance Criteria for Prime Painted Steel Surfaces for Steel Doors and Frames; 2020. E. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc -Coated (Galvanized) or Zinc - Iron Alloy -Coated (Galvannealed) by the Hot -Dip Process; 2023. HOLLOW METAL DOORS AND FRAMES 25069 - City of Corpus Christi Detention Center 081113-1 July 31, 2025 F. ASTM A1008/A1008M - Standard Specification for Steel, Sheet, Cold -Rolled, Carbon, Structural, High -Strength Low -Alloy, High -Strength Low -Alloy with Improved Formability, Required Hardness, Solution Hardened, and Bake Hardenable; 2023, with Editorial Revision. G. ASTM A1011/A1011M - Standard Specification for Steel, Sheet and Strip, Hot -Rolled, Carbon, Structural, High -Strength Low -Alloy, High -Strength Low -Alloy with Improved Formability, and Ultra -High Strength; 2023. H. ASTM C143/C143M - Standard Test Method for Slump of Hydraulic -Cement Concrete; 2020. I. ASTM C476 - Standard Specification for Grout for Masonry; 2023. J. BHMA A156.115 - Hardware Preparation in Steel Doors and Frames; 2016. K. ICC A117.1 - Accessible and Usable Buildings and Facilities; 2017. L. NAAMM HMMA 830 - Hardware Selection for Hollow Metal Doors and Frames; 2002. M. NAAMM HMMA 831 - Hardware Locations for Hollow Metal Doors and Frames; 2024. N. NAAMM HMMA 840 - Guide Specifications for Receipt, Storage and Installation of Hollow Metal Doors and Frames; 2024. O. NAAMM HMMA 861 - Guide Specifications for Commercial Hollow Metal Doors and Frames; 2014. P. SDI 117 - Manufacturing Tolerances for Standard Steel Doors and Frames; 2023. 1.05 SUBMITTALS A. See Section 00 73 00 Supplementary Conditions for submittal procedures. B. Product Data: Materials and details of design and construction, hardware locations, reinforcement type and locations, anchorage and fastening methods, and finishes. C. Shop Drawings: Details of each opening, showing elevations, glazing, frame profiles, and any indicated finish requirements. D. Manufacturer's Certificate: Certification that products meet or exceed specified requirements. 1.06 DELIVERY, STORAGE, AND HANDLING A. Comply with NAAMM HMMA 840 or ANSI/SDI A250.8 (SDI-100) in accordance with specified requirements. B. Protect with resilient packaging; avoid humidity build-up under coverings; prevent corrosion and adverse effects on factory applied painted finish. HOLLOW METAL DOORS AND FRAMES 25069 - City of Corpus Christi Detention Center 081113-2 July 31, 2025 PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Hollow Metal Doors and Frames: 1. Ceco Door, an Assa Abloy Group company: www.assaabloydss.com/#sle. 2. Curries, an Assa Abloy Group company: www.assaabloydss.com/#sle. 3. Republic Doors, an Allegion brand: www.republicdoor.com/#sle. 4. Steelcraft, an Allegion brand: www.allegion.com/#sle. 5. Substitutions: See Section 00 73 00 Supplementary Conditions. 2.02 PERFORMANCE REQUIREMENTS A. Requirements for Hollow Metal Doors and Frames: 1. Steel Sheet: Comply with one or more of the following requirements; galvannealed steel complying with ASTM A653/A653M, cold -rolled steel complying with ASTM A1008/A1008M, or hot -rolled pickled and oiled (HRPO) steel complying with ASTM A1011/A1011M, commercial steel (CS) Type B, for each. 2. Accessibility: Comply with ICC A117.1 and ADA Standards. 3. Exterior Door Top Closures: Flush end closure channel, with top and door faces aligned. Seal joints against water penetration. 4. Bottom Edges: Close bottom edges of doors with end closures or channels of same material as face sheets. Provide weep -hole openings in bottoms of exterior doors to permit moisture to escape. 5. Door Edge Profile: Manufacturers standard for application indicated. 6. Typical Door Face Sheets: Flush. 7. Hardware Preparations, Selections and Locations: Comply with NAAMM HMMA 830 and NAAMM HMMA 831 or BHMA A156.115 and ANSI/SDI A250.8 (SDI-100) in accordance with specified requirements. 8. Zinc Coating for Typical Interior and/or Exterior Locations: Provide metal components zinc -coated (galvanized) and/or zinc -iron alloy -coated (galvannealed) by the hot -dip process in accordance with ASTM A653/A653M, with manufacturer's standard coating thickness, unless noted otherwise for specific hollow metal doors and frames. a. Based on SDI Standards: Provide at least A40/ZF120 (galvannealed) when necessary, coating not required for typical interior door applications, and at least A60/ZF180 (galvannealed) for corrosive locations. B. Windstorm Requirements for All Exterior Doors and Frames and Hardware: HOLLOW METAL DOORS AND FRAMES 25069 - City of Corpus Christi Detention Center 081113-3 July 31, 2025 1. Comply with International Building Code and with the Texas Department of Insurance Windstorm Requirements (144 mph ultimate wind velocity (LRFD) (3 second gust). Exposure A, Risk Category II, and appropriate shape factor from the American Society of Civil Engineers (ASCE) 7-17 "Minimum Design Loads for Buildings and Other Structures." Refer to Drawings for Windstorm Construction Requirements. 2. Utilize only door, frame and hardware assemblies that have been tested and approved by the Texas Department of Insurance. C. Combined Requirements: If a particular door and frame unit is indicated to comply with more than one type of requirement, comply with the specified requirements for each type; for instance, an exterior door that is also indicated as being sound -rated must comply with the requirements specified for exterior doors and for sound -rated doors; where two requirements conflict, comply with the most stringent. 2.03 HOLLOW METAL DOORS A. Exterior Doors: Thermally insulated. 1. Based on SDI Standards: ANSI/SDI A250.8 (SDI-100). a. Level 3 - Extra Heavy-duty. b. Physical Performance Level A, 1,000,000 cycles; in accordance with ANSI/SDI A250.4. c. Model 1- Full Flush. d. Door Face: Metallic -coated sheet steel, minimum thickness required to meet the requirements of Section 0141 19 - Windstorm Construction Requirements. e. Zinc Coating: A60/ZF180 galvannealed coating; ASTM A653/A653M. 2. Door Core Material: Manufacturers standard core material/construction and in compliance with requirements. 3. Door Thickness: 1-3/4 inches (44.5 mm), nominal. 4. Weatherstripping: Refer to Section 08 71 00. 5. Door Finish: Factory primed and field finished. B. Interior Doors, Non -Fire -Rated: 1. Based on SDI Standards: ANSI/SDI A250.8 (SDI-100). a. Level 3 — Extra Heavy-duty. b. Physical Performance Level B, 500,000 cycles; in accordance with ANSI/SDI A250.4. c. Model 1- Full Flush. d. Door Face Metal Thickness: 16 gauge, 0.053 inch (1.3 mm), minimum. 2. Door Core Material: Manufacturers standard core material/construction and in compliance with requirements. HOLLOW METAL DOORS AND FRAMES 25069 - City of Corpus Christi Detention Center 081113-4 July 31, 2025 3. Door Thickness: 1-3/4 inches (44.5 mm), nominal. 2.04 HOLLOW METAL FRAMES A. Comply with standards and/or custom guidelines as indicated for corresponding door in accordance with applicable door frame requirements. B. Exterior Door Frames: Face welded type. 1. Galvanizing: Components hot -dipped zinc -iron alloy -coated (galvannealed) in accordance with ASTM A653/A653M, with A60/ZF180 coating. 2. Frame Metal Thickness: Minimum thickness required to meet the requirements of Section 0141 19 - Windstorm Construction Requirements. 3. Frame Finish: Factory primed and field finished. 4. Weatherstripping: Separate, see Section 08 71 00. C. Interior Door Frames, Non -Fire Rated: Knock -down type. 1. Frame Metal Thickness: 16 gauge, 0.053 inch (1.3 mm), minimum. 2. Frame Finish: Factory primed and field finished. D. Frames for Wood Doors: Comply with frame requirements in accordance with corresponding door. E. Mullions for Pairs of Doors: Removable type, with profile similar to jambs. F. Borrowed Lites Glazing Frames: Construction and face dimensions to match door frames, and as indicated on drawings. G. Provide mortar guard boxes for hardware cut-outs in frames to be installed in masonry or to be grouted. H. Frames in Masonry Walls: Size to suit masonry coursing with head member 4 inches (102 mm) high to fill opening without cutting masonry units. 2.05 FINISHES A. Primer: Rust -inhibiting, complying with ANSI/SDI A250.10, door manufacturer's standard. 2.06 ACCESSORIES A. Door Window Frames: Door window frames with glazing securely fastened within door opening. 1. Size: As indicated on drawings. 2. Frame Material: 18 gauge, 0.0478 inch (1.21 mm), galvanized steel. 3. Metal Finish: polyester powder coating as selected by Architect from Manufacturer's full range of colors. HOLLOW METAL DOORS AND FRAMES 25069 - City of Corpus Christi Detention Center 081113-5 July 31, 2025 B. Glazing: As specified in Section 08 80 00, factory installed. C. Astragals for Double Doors: Specified in Section 08 7100. D. Grout for Frames: Mortar grout complying with ASTM C476 with maximum slump of 4 inches (102 mm) as measured in accordance with ASTM C143/C143M for hand troweling in place; plaster grout and thinner pumpable grout are prohibited. E. Silencers: Resilient rubber, fitted into drilled hole; provide three on strike side of single door, three on center mullion of pairs, and two on head of pairs without center mullions. F. Temporary Frame Spreaders: Provide for factory- or shop -assembled frames. PART 3 - EXECUTION 3.01 PREPARATION A. Coat inside of frames to be installed in masonry or to be grouted, with bituminous coating, prior to installation. 3.02 INSTALLATION A. Install doors and frames in accordance with manufacturer's instructions and related requirements of specified door and frame standards or custom guidelines indicated. B. Coordinate frame anchor placement with wall construction. C. Grout frames in masonry construction, using hand trowel methods; brace frames so that pressure of grout before setting will not deform frames. D. Install door hardware as specified in Section 08 7100. 3.03 TOLERANCES A. Clearances Between Door and Frame: Comply with related requirements of specified frame standards or custom guidelines indicated in accordance with SDI 117 or NAAMM HMMA 861. B. Maximum Diagonal Distortion: 1/16 inch (1.6 mm) measured with straight edge, corner to corner. 3.04 ADJUSTING A. Adjust for smooth and balanced door movement. 3.05 SCHEDULE A. Refer to Door and Frame Schedule on the drawings. END OF SECTION 08 11 13 HOLLOW METAL DOORS AND FRAMES 25069 - City of Corpus Christi Detention Center 081113-6 July 31, 2025 SECTION 08 1416 - FLUSH WOOD DOORS PART 1- GENERAL 1.01 SECTION INCLUDES A. Flush wood doors; flush and flush glazed configuration; non -rated. 1.02 RELATED REQUIREMENTS A. Section 08 11 13 - Hollow Metal Doors And Frames. B. Section 08 7100 - Door Hardware. C. Section 08 80 00 - Glazing. 1.03 REFERENCE STANDARDS A. ASTM E2112 - Standard Practice for Installation of Exterior Windows, Doors and Skylights; 2023. B. NEMA LD 3 - High -Pressure Decorative Laminates; 2005. C. WDMA I.S. 1A - Interior Architectural Wood Flush Doors; 2021, with Errata (2022). 1.04 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements for submittal procedures. B. Product Data: Indicate door core materials and construction; veneer species, type and characteristics. C. Shop Drawings: Show doors and frames, elevations, sizes, types, swings, undercuts, beveling, blocking for hardware, factory machining, factory finishing, cutouts for glazing and other details. D. Certificate: Submit labels and certificates required by quality assurance and quality control programs. E. Manufacturer's Installation Instructions: Indicate special installation instructions. F. Specimen warranty. G. Warranty, executed in Owner's name. 1.05 DELIVERY, STORAGE, AND HANDLING A. Package, deliver and store doors in accordance with specified quality standard. B. Accept doors on site in manufacturer's packaging, and inspect for damage. C. Protect doors with resilient packaging sealed with heat shrunk plastic; do not store in damp or wet areas or areas where sunlight might bleach veneer; seal top and bottom edges with tinted sealer if stored more than one week, and break seal on site to permit ventilation. FLUSH WOOD DOORS 25069 - City of Corpus Christi Detention Center 081416-1 July 31, 2025 1.06 WARRANTY A. See Section 01 78 00 - Closeout Submittals for additional warranty requirements. B. Manufacturer Warranty: Provide manufacturer's warranty on interior doors for the life of the installation. Complete forms in Owner's name and register with manufacturer. 1. Include coverage for delamination of veneer, warping beyond specified installation tolerances, defective materials, and telegraphing core construction. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. High Pressure Decorative Laminate (HPDL) Faced Doors: 1. ABS- American Building Supply- Dooramerica. 2. Forte Opening Solutions; Aspiro Choice Laminate Doors: www.forteopenings.com/#sle. 3. Haley Brothers, Inc. 4. Oregon Door: www.oregondoor.com/#sle. 5. Oshkosh Door Company. 6. Poncraft Door Co: www.poncraft.com/#sle. 7. VT Industries, Inc: www.vtindustries.com/#sle. 2.02 DOORS A. Doors: See drawings for locations and additional requirements. 1. Quality Standard: Custom Grade, Heavy Duty performance, in accordance with WDMA I.S. 1A. 2. High Pressure Decorative Laminate (HPDL) Faced Doors: 5-ply unless otherwise indicated. B. Interior Doors: 1-3/4 inches (44 mm) thick unless otherwise indicated; flush construction. 1. Provide solid core doors at each location. 2. High pressure decorative laminate (HPDL) finish as indicated on drawings. 2.03 DOOR AND PANEL CORES A. Non -Rated Solid Core and 20 Minute Rated Doors: Type particleboard core (PC), plies and faces as indicated. 2.04 DOOR FACINGS A. High Pressure Decorative Laminate (HPDL) Facing for Non -Fire -Rated Doors: NEMA LD 3, HGS; Color as selected by Architect from Manufacturer's full range of colors; finish as selected. FLUSH WOOD DOORS 25069 - City of Corpus Christi Detention Center 081416-2 July 31, 2025 2.05 DOOR CONSTRUCTION A. Fabricate doors in accordance with door quality standard specified. B. Cores Constructed with stiles and rails: 1. Provide solid blocks at lock edge for hardware reinforcement. 2. Provide solid blocking for other throughbolted hardware. C. Glazed Openings: Non -removable stops on non -secure side; sizes and configurations as indicated on drawings. D. Factory machine doors for hardware other than surface -mounted hardware, in accordance with hardware requirements and dimensions. E. Factory fit doors for frame opening dimensions identified on shop drawings, with edge clearances in accordance with specified quality standard. F. Provide edge clearances in accordance with the quality standard specified. 2.06 ACCESSORIES A. Hollow Metal Door Frames: See Section 08 11 13. B. Metal Louvers: 1. Material and Finish: Extruded aluminum, Polyester powder coated. Color as selected by Architect from Manufacturer's full range of colors. 2. Size: As indicated on the Drawings. C. Door Window Frames: Door window frames with glazing securely fastened within door opening. 1. Size: As indicated on drawings. 2. Frame Material: 18 gauge, 0.0478 inch (1.21 mm), galvanized steel. 3. Metal Finish: polyester powder coating, color as selected by Architect from Manufacturer's full range of colors. D. Glazing: See Section 08 80 00. E. Glazing Stops: Wood, of same species as door facing, butted corners; prepared for countersink style tamper proof screws. F. Door Hardware: See Section 08 71 00. PART 3 - EXECUTION 3.01 INSTALLATION A. Install doors in accordance with manufacturer's instructions and specified quality standard. 1. Install exterior doors in accordance with ASTM E2112. FLUSH WOOD DOORS 25069 - City of Corpus Christi Detention Center 081416-3 July 31, 2025 B. Factory -Finished Doors: Do not field cut or trim; if fit or clearance is not correct, replace door. C. Use machine tools to cut or drill for hardware. D. Coordinate installation of doors with installation of frames and hardware. E. Coordinate installation of glazing. F. Install door louvers plumb and level. 3.02 TOLERANCES A. Comply with specified quality standard for fit and clearance tolerances. B. Comply with specified quality standard for telegraphing, warp, and squareness. 3.03 ADJUSTING A. Adjust doors for smooth and balanced door movement. B. Adjust closers for full closure. END OF SECTION 08 14 16 FLUSH WOOD DOORS 25069 - City of Corpus Christi Detention Center 081416-4 July 31, 2025 SECTION 08 16 13 - FIBERGLASS DOORS AND FRAMES PART 1- GENERAL 1.01 REFERENCE STANDARDS A. AAMA 1304 - Voluntary Specification for Determining Forced Entry Resistance of Side -Hinged Door Systems; 2018. B. ANSI/SDI A250.13 - Testing and Rating of Severe Windstorm Resistant Components for Swinging Door Assemblies for Protection of Building Envelopes; 2008 (Reaffirmed 2018). C. ASTM E1886 - Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors, and Impact Protective Systems Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials; 2019. D. ASTM E1996 - Standard Specification for Performance of Exterior Windows, Curtain Walls, Doors, and Impact Protective Systems Impacted by Windborne Debris in Hurricanes; 2023. 1.02 SCOPE AND DEFINITIONS A. Furnish and install doors, frames of FRP composite construction in accordance with details and schedule shown on the drawings and as specified herein. Door and frame products of aluminum, steel or wood constructions that use FRP face sheets are strictly excluded. B. FRP is defined as "Fiberglass Reinforced Polyester." 1.03 RELATED SECTIONS A. Section 08 71 00 - Finish Hardware. 1.04 QUALITY ASSURANCE A. Experience: Manufacturer shall be engaged in the manufacture of FRP door and frame systems for a minimum of fifteen (15) years documented experience prior to the start of this work, and who has a history of successful production acceptable to the Architect. B. Process: Certify that FRP doors are manufactured via press -molding technology. C. Certify that FRP doors and frame assembly meet the requirements of applicable windstorm codes and Texas Department of Insurance Product Evaluation DR-981. D. Warranty: Provide written limited guarantee for FRP doors and frames as follows: 1. Extreme Duty Hurricane doors are guaranteed for the life of the product against delamination and failure due to corrosion from the specific environment. All products are to be guaranteed against defective workmanship for a period of ten (10) calendar years after the date of installation. FIBERGLASS DOORS AND FRAMES 25069 - City of Corpus Christi Detention Center 081613-1 July 31, 2025 1.05 SUBMITTALS A. Product Data: Provide catalog cut of FRP door detailing internal construction and reinforcements, materials used and description of molding process. B. Shop Drawings: To include the following specific information: 1. Specifications relating to FRP door thickness, resin type, core material, method of construction, finish color, anchor systems, joint construction and complete warranty information. 2. Complete schedules or drawings of FRP doors and frames and associated hardware showing identifying mark numbers, door and frame types, typical elevations, nominal sizes, handling, actual dimensions and clearances, and required hardware preps and reinforcements. 3. Supporting reference drawings pertaining to frame mounting details, hardware locations and factory hardware cutouts and reinforcements. C. Color Samples: Provide a complete set of manufacturer's full color line for selection by Architect. D. Installation instructions: Include manufacturer's specific information describing procedures, sequence and required fasteners for frame and door installation. 1.06 DELIVERY, STORAGE AND HANDLING A. FRP doors and frames are to be delivered to jobsite in adequate crating with foam sheet separations between all components. B. Upon receipt of shipment, remove and inspect doors and frames for damage. C. Contractor shall handle and store the doors and frames as directed by the manufacturer. Store indoors in a vertical position, clear of the floor, with blocking between the doors to permit air circulation between the doors and prevent damage to the door faces. Rain/water or condensation must not be allowed to collect or lay between stored doors. Do not wrap in plastic sheeting as it will promote condensation formation within. D. Use care in handling FRP doors and frames to prevent damage to factory finishes. Wear protective gloves and do not slide or drag doors or frames against one another. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following manufacturers or an equivalent approved by the Architect: 1. Special-Lite, Inc., P.O. Box 6, Decatur, Michigan 49045, phone: 800-821-6531, www.special-lite.com. FIBERGLASS DOORS AND FRAMES 25069 - City of Corpus Christi Detention Center 081613-2 July 31, 2025 2. Tiger Door, 5224 FM 802, Brownsville, TX 78521, ph. 888-891-4416, www.tigerdoor.com. 2.02 FRP DOORS A. Hurricane Rated FRP Doors 1. Design: FRP doors shall be of seamless press -molded construction. Laminated FRP face sheets shall be applied while wet and uncured to an internal door stile and rail subframe/core assembly and then press- molded under heat and pressure. The composite door panel must be integrally fused over its entire surface area, not just adhesive -bonded at perimeter stiles and rails. Doors shall remain under pressure during curing for flat, warp -free surfaces. 2. Stiles & Rails: A high -modulus pultruded FRP square or rectangular tube subframe is to be provided within the door. Tubes are to be mitered and joined internally at the corners with solid polymer blocks to yield a one-piece unit that does not require any secondary external sealing. Provide a tubular midrail across width of door at lock height, and additional horizontal rails where specific design conditions dictate. Doors shall incorporate molded -in FRP edge strips, chemically bonded to the subframe stiles, for machining of hardware mortises so as not to cut or otherwise compromise the integrity of the pultruded stiles, nor allow moisture to penetrate into the core of the door. All connections shall be chemically welded. No mechanical fasteners will be allowed. The use or inclusion of aluminum, steel, gypsum or wood into stile and rail construction is not permitted. 3. Core: For maximum rigidity and compressive strength a triangular shaped 3/8" cell phenolic resin impregnated kraft paper honeycomb core shall be used. Molding pressure and resin gel time shall be sufficient to allow for penetration of resin into the cellular structure of the core to maximize shear and peel strengths at the skin/core interface and eliminate the possibility of delamination. The honeycomb is to be completely enclosed within the stile and rail subframe. Use of foam or balsa wood is not permitted. 4. Internal Reinforcement: High -modulus pultruded tubular FRP, high -density polymer compression blocks, or plastic compression blocking at all hardware locations, and corner locations. No wood blocking, steel or aluminum reinforcing plates, ribs or fittings shall be used. A minimum of 900 Ibs of pullout strength is required for each factory supplied hinge screw. 5. Faces: Door facings shall utilize a chemical resistant thermosetting polyester resin system with fiber reinforcing layers. Supplier shall furnish door faces as shown on the drawings and in the door elevations. Chopped strand mat layers shall be used to provide bond integrity between gelcoat, laminated facings and the internal door structure. Structural reinforcement shall be in the form of a knitted multi -layer material with layers of uni- directional glass fiber oriented in both the vertical and horizontal directions for high stiffness, impact resistance and resistance to warping. Gelcoat surface integrally molded to be 25/30 mils thick (wet) ultra -violet light stabilized marine grade NPG-isophthalic polyester gelcoat. FIBERGLASS DOORS AND FRAMES 25069 - City of Corpus Christi Detention Center 081613-3 July 31, 2025 6. Finish: The exposed FRP door faces shall have a 3-4 mils (0.1016 mm) factory applied two-part aliphatic polyurethane fully cured coating of industrial urethane. Coating shall have a minimum hardness of H to 2H. Finish shall be a slightly textured semi -gloss to minimize the visual effects of wear and tear. 7. Color: As scheduled. 8. Astragals: All pairs of doors shall be furnished with an astragal from door manufacturer made of same pultruded FRP material as door stile, rail and edge as required. Astragal shall be located on the meeting stile edge of each inactive leaf of double door pairs. Architect shall advise active leaf of door, and astragal shall be installed to cover meeting stile gap to effect seal and security. 2.03 FRP FRAMES A. Hurricane Rated FRP Frames: 1. Design: FRP Door frames furnished under this specification shall utilize a high -modulus pultruded structural FRP shape. The frame section shall be standard double rabbeted 8- 3/4" deep x 2" face, 3/16" thick, with integral 5/8" doorstop, to match typical hollow metal configurations. Additional jamb profiles and widths are available. 2. Corner Joints: Frame jambs and header shall be joined at corners via miter connections with hidden FRP angle clips and associated fasteners. Post and beam corners will not be acceptable. 3. Hardware Reinforcements: FRP reinforcing shall be chemically welded to door frame material at required locations. Minimum screw pullout strength of 1100 lb per #12 x 1- 1/4" sheet metal screw is required. Mechanically fastened reinforcements are not permitted. 4. Anchors: a. Bolt -In: Provide manufacturer's required number of 3/8" diameter x 4" machine screws with nut and washers for structural steel openings. Include extra anchors for additional frame height in two foot increments above 8'-0". Provide single bolt anchor at center of all headers over four feet in nominal width. Stainless steel fasteners shall be furnished by the factory. 5. Finish: Frames shall have a 3-4 mils (0.1016 mm) factory applied two-part aliphatic polyurethane fully cured coating of industrial urethane. Industrial urethane chemical coating color topcoat, to match the color and sheen of the doors, for superior weatherability. Gelcoat may not be sprayed onto the frame as a secondary coating. 6. Color: As scheduled. FIBERGLASS DOORS AND FRAMES 25069 - City of Corpus Christi Detention Center 081613-4 July 31, 2025 2.04 MECHANICAL PROPERTIES AND TEST PERFORMANCE A. Pultruded structural shapes for stiles; rails, frames, and astragals shall exhibit the following minimum longitudinal coupon properties (per ASTM): 1. Tensile strength (D638) 30,000 psi (206842.80 kPa) 2. Comprehensive strength (D695) 30,000 psi (206842.80 kPa) 3. Flexural strength (D790) 30,000 psi (206842.80 kPa) 4. Flexural modulus (D790) 1,600,000 psi (4136856.00 kPa) 5. Shear strength (D2846) 4,500 psi (31026.42 kPa) 6. Impact, notched (D256) 25 ft-Ib/in 7. Barcol hardness (D2853) 50 B. Core material shall exhibit the following minimum coupon properties (per ASTM): 1. Core material must comply with the International Building Code (IBC) chapter 26 requirements for use with a plastic skin. 2. Shear strength, longitudinal direction (C273) 68.2 psi (468.84 kPa) 3. Shear strength, transverse direction (C273) 25.8 psi (172.37 kPa) 4. Shear modulus, longitudinal direction (C273) 6940 psi (47849.63 kPa) 5. Shear modulus, transverse direction (C273) 1878 psi (12948.36 kPa) 6. Shear elongation, longitudinal direction (C393 short beam) 1.79% 7. Shear elongation, transverse direction (C393 short beam) 2.72% 8. Maximum facing stress, longitudinal direction (C393 short beam) 735 psi (5067.65 kPa) 9. Maximum facing stress, transverse direction (C393 short beam) 289 psi (1992.59 kPa) 10. Maximum core shear stress, longitudinal direction (C393 short beam) 63.8 psi (434.37 kPa) 11. Maximum core shear stress, transverse direction (C393 short beam) 24.9 psi (165.47 kPa) 12. Modulus of elasticity (El) per 1" width, longitudinal direction (C393 short beam) 4.92E+04 psi 13. Modulus of elasticity (El) per 1" width, transverse direction (C393 short beam) 1.97E+04 psi 14. Maximum facing stress, longitudinal direction (C393 long beam) 9011 psi (62128.68 kPa) 15. Maximum facing stress, transverse direction (C393 long beam) 4727 psi (32591.53 kPa) 16. Maximum core shear stress, longitudinal direction (C393 long beam) 48.3 psi (330.95 kPa) 17. Maximum core shear stress, transverse direction (C393 long beam) 23.5psi FIBERGLASS DOORS AND FRAMES 25069 - City of Corpus Christi Detention Center 081613-5 July 31, 2025 18. Modulus of elasticity (El) per 1" width, longitudinal direction (C393 long beam) 1.14E+05 psi 19. Modulus of elasticity (El) per 1" width, transverse direction (C393 long beam) 7.23E+05 psi 20. Stiffness "D", longitudinal direction (C393 long beam) 379,270 psi (2614975.63 kPa) 21. Stiffness "D", longitudinal direction (C393 long beam) 260,608 psi (1796829.61 kPa) 22. Compressive strength (C365) 53 psi (365.42 kPa) 23. Compressive modulus (C365) 2110 psi (14547.94 kPa) 24. Density (C271) 2.42 Ib/ft3 C. Adhesive shall exhibit the following minimum coupon properties (per SAE) 1. Tensile Strength (D882-83A modified) minimum 2000 psi (13789.52 kPa) 2. 8 day 25° C at 100% humidity Cross Peel (SAE J1553) minimum 330 psi (2275.27 kPa) 3. 7 day immersion in seawater Cross Peel (SAE J1553) minimum 330 psi (2275.27 kPa) 4. 30 day immersion in saltwater Cross Peel (SAE J1553) minimum 330 psi (2275.27 kPa) 5. 72 hour immersion in gasoline Cross Peel (SAE J1553) minimum 330 psi (2275.27 kPa) 6. 72 hour immersion in 20% sulfuric acid Cross Peel (SAE J1553) minimum 300 psi (2068.43 kPa) D. ANSI A250.4 1,000,000 cycle test 1. 4' x 8' door (up to a full lite) and frame successfully tested in excess of 1,000,000 cycles with no failure of any of the design features of the door or frame E. Doors and Frames shall exhibit the following minimum properties: 1. ASTM E 283-91(99), "Standard Test Method for Rate of Air Leakage Through Exterior Windows, Curtain Walls and Doors Under Specified Pressure Differences Across the Specimen." 2. ASTM E 331-00, "Standard Test Method for Water Penetration of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference." 3. ASTM E 330-02, Standard Test Method for Structural Performance of Exterior Window, Doors Skylights and Curtain Walls by Uniform Static Air Pressure Difference. 4. AAMA 1304-02, Voluntary Specification for Forced Entry Resistance of Side -Hinged Door Systems. 5. ASTM E1886-02, Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors and Storm Shutters Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials. 6. ASTM E1996-02, Standard Specification for Performance of Exterior Windows, Curtain Walls, Doors and Storm Shutters Impacted by Windborne Debris in Hurricanes. FIBERGLASS DOORS AND FRAMES 25069 - City of Corpus Christi Detention Center 081613-6 July 31, 2025 7. ANSI/SDI A250.13-03, Testing and Rating of Severe Windstorm Components for Swinging Door Assemblies, Section 8.2 Stiffness Classification. 2.05 FASTENERS A. All fasteners for all hardware shall be Type 316L stainless steel with no exception. No carbon steel or aluminum components shall be used. 2.06 HARDWARE A. Doors shall be factory mortised and drilled for mortise template butt hinges, with #12x3" long stainless -steel screws for hinge attachment. Provide 161 cylindrical lock bore, rim deadbolt, ANSI 86 mortise lock edge prep and pocket or flush bolt cutouts as required. Hardware used must meet the configuration tested for compliance. B. Frames shall be factory machined and drilled for all hardware requiring mortises, with #12x1- 1/4" long stainless -steel screws for hinge attachment. C. Hardware shall be furnished as listed in section 08 70 00 or as so designated in appropriate section and shall be coordinated by GC and installed by experienced mechanics. D. Supplier shall furnish manufacturer's standard templates, installation instructions, or full-size approved door and frame preparation instructions as approved by the architect and as required by door and frame manufacturer prior to door and frame factory -initiated manufacture. Standard factory lead-time for production of FRP doors and frames shall commence only and when all distributors required preparation information is received and acknowledged by the door and frame manufacturer. PART 3 - EXECUTION 3.01 IDENTIFICATION A. Factory mark all doors and frames using a chemical resistant plastic tag or indelible marker with identifying number, keyed to shop drawings, prior to shipment. 3.02 INSTALLATION A. Frames: Install in strict accordance with manufacturer's printed instructions and according to Texas Department of Insurance Product Evaluation DR-981. Set plumb and square, using shims for bolt -in of existing openings. Use at least two 2x6 wood spreaders inside of frame to maintain critical opening dimensions during installation. B. Doors: Hang per manufacturer's printed instructions using special screws for hinge attachment. Install doors to swing freely and to stand open at any angle. After installation make final adjustments to hardware to allow for proper door operation and latching. All surface applied hardware shall be thru bolted. FIBERGLASS DOORS AND FRAMES 25069 - City of Corpus Christi Detention Center 081613-7 July 31, 2025 3.03 CLEANING A. Clean exposed surfaces of FRP doors and frames with a mild, non-abrasive cleaner and water. END OF SECTION 08 16 13 FIBERGLASS DOORS AND FRAMES 25069 - City of Corpus Christi Detention Center 081613-8 July 31, 2025 SECTION 08 3100 - ACCESS DOORS AND PANELS PART 1- GENERAL 1.01 SECTION INCLUDES A. Wall- and ceiling -mounted access units. 1.02 RELATED REQUIREMENTS A. Section 09 90 00 — Painting and Coating: Field paint finish. 1.03 SUBMITTALS A. See Section 00 73 00 Supplementary Conditions for submittal procedures. B. Product Data: Provide sizes, types, finishes, hardware, scheduled locations, and details of adjoining work. C. Shop Drawings: Indicate exact position of each access door and/or panel unit. D. Manufacturer's Installation Instructions: Indicate installation requirements. PART 2 - PRODUCTS 2.01 ACCESS DOORS AND PANELS ASSEMBLIES A. Wall -Mounted Units: 1. Location: As indicated on drawings. 2. Panel Material: Steel, hot -dipped zinc or zinc -aluminum -alloy coated. 3. Size: 24 by 24 inches (610 by 610 mm). 4. Door/Panel: Hinged, standard duty, with tool -operated spring or cam lock and no handle. 5. Gypsum Board Mounting Criteria: Provide drywall bead frame with door surface flush with wall surface. 6. Masonry Mounting Criteria: Provide surface -mounted frame with door surface flush with frame surface. B. Ceiling -Mounted Units: 1. Location: As indicated on drawings. 2. Panel Material: Aluminum extrusion with gypsum board inlay. 3. Size - Gypsum Board Ceilings: 24 by 24 inches (610 by 610 mm). ACCESS DOORS AND PANELS 25069 - City of Corpus Christi Detention Center 083100-1 July 31, 2025 4. Door/Panel: Hinged, standard duty, with tool -operated spring or cam lock and no handle. 2.02 WALL- AND CEILING -MOUNTED ACCESS UNITS A. Manufacturers: 1. ACUDOR Products Inc: www.acudor.com. 2. Babcock -Davis: www.babcockdavis.com. 3. Best Access Doors: www.bestaccessdoors.com. 4. Nystrom, Inc: www.nystrom.com/#sle. B. Wall- and Ceiling -Mounted Units: Factory -fabricated door and frame, fully assembled units with corner joints welded, filled and ground flush; square and without rack or warp; coordinate requirements with type of installation assembly being used for each unit. 1. Frames: 16-gauge, 0.0598-inch (1.52 mm) minimum thickness. 2. Single Steel Sheet Door Panels: 16-gauge, 0,0625-inch (1.6 mm) minimum thickness. 3. Steel Finish: Primed. 4. Hardware: a. Hinges for Non -Fire -Rated Units: Concealed, constant force closure spring type. b. Latch/Lock: Cylinder lock -operated cam latch, two keys for each unit. c. Inside Latch Release: Mechanism that allows door/panel to be opened from inside. d. Gasketing: Extruded neoprene, around perimeter of door panel. PART 3 - EXECUTION 3.01 INSTALLATION A. Install units in accordance with manufacturer's instructions. B. Install frames plumb and level in openings, and secure units rigidly in place. C. Position units to provide convenient access to concealed equipment when necessary. END OF SECTION 08 3100 ACCESS DOORS AND PANELS 25069 - City of Corpus Christi Detention Center 083100-2 July 31, 2025 SECTION 08 4113 - ALUMINUM -FRAMED ENTRANCES AND STOREFRONTS PART 1- GENERAL 1.01 SUMMARY A. Section Includes: 1. Aluminum -framed storefront systems. 1.02 PREINSTALLATION MEETINGS A. Preinstallation Conference: Conduct conference at Project site. 1.03 ACTION SUBMITTALS A. Product Data: For each type of product. Submit manufacturer's product specifications, technical product data, standard details, and installation recommendations for each type of entrance and storefront product required. Include the following information: 1. Fabrication methods. 2. Finishing. 3. Accessories. B. Delegated Design Submittal: For aluminum -framed entrances and storefronts, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. 1. Structural -Test & Impact -Test Performance: Based on evaluation of comprehensive tests according to ASTM E 330 and ASTM E 1886, performed by a qualified testing agency, for each type assembly indicating the following: a. Structural -Test Performance Results: ASTM E 330 performance data, signed and sealed by the qualified professional engineer responsible for their preparation, including test and design wind pressures for approved test assembly as described above (test results based on use of downsized test units will not be accepted). b. Impact -Test Performance Results: ASTM E 1996 performance data, signed and sealed by the qualified professional engineer responsible for their preparation, including test and design wind pressures for approved test assembly as described above (test results based on use of downsized test units will not be accepted). C. Windstorm Debris Impact Resistance Performance: Provide aluminum -framed systems that pass missile -impact and cyclic -pressure tests when tested according to ASTM E 1886 and testing information in ASTM E 1996. 1. Large -Missile Impact: For aluminum -framed systems located within 30 feet (914.4 cm) of grade. ALUMINUM -FRAMED ENTRANCES AND STOREFRONTS 25069 - City of Corpus Christi Detention Center 08 4113 - 1 July 31, 2025 2. Small -Missile Impact: For aluminum -framed systems located more than 30 feet (914.4 cm) above grade. 1.04 INFORMATIONAL SUBMITTALS A. Energy Performance Certificates: NFRC-certified energy performance values from manufacturer. B. Product test reports. C. Source quality -control reports. D. Field quality -control reports. E. Sample warranties. 1.05 CLOSEOUT SUBMITTALS A. Operation and maintenance data. 1.06 QUALITY ASSURANCE A. Single Source Responsibility: Provide storefront produced by a single manufacturer capable of showing prior production of units similar to those required. B. Manufacturer's Qualifications: Provide storefront produced by a single manufacturer with not less than 5 years successful experience in the fabrication of assemblies of the type and quality required. C. Installers Qualifications: Storefront shall be installed by a firm that has not less than 5 years successful experience in the installation of systems similar to those required. D. Delegated Design Engineer: A professional engineer who is legally qualified to practice in state where Project is located and who is experienced in providing engineering services of the type indicated. E. Design Criteria: Drawings indicate sizes, spacings of members, profiles and dimensional requirements of entrance and storefront work. Minor deviations will be accepted in order to utilize manufacturer's standard products when, in the Architect's sole judgement, such deviations do not materially detract from the design concept or intended performance. 1. Design Criteria: Drawings are based on one manufacturer's entrance and storefront system. Another manufacturer's system of a similar and equivalent nature will be acceptable when, in the Architect's sole judgement, differences do not materially detract from the design concept or intended performance. F. Requirement for all Exterior Storefront Frames: 1. Comply with International Building Code and with the Texas Department of Insurance Windstorm Requirements. Comply with Specification Section 014119 - Windstorm Construction Requirements. ALUMINUM -FRAMED ENTRANCES AND STOREFRONTS 25069 - City of Corpus Christi Detention Center 084113-2 July 31, 2025 2. Utilize only assemblies that have been tested and approved by the Texas Department of Insurance. G. Product Options: Information on Drawings and in Specifications establishes requirements for aesthetic effects and performance characteristics of assemblies. Aesthetic effects are indicated by dimensions, arrangements, alignment, and profiles of components and assemblies as they relate to sightlines, to one another, and to adjoining construction. 1. Do not change intended aesthetic effects, as judged solely by Architect, except with Architect's approval. If changes are proposed, submit comprehensive explanatory data to Architect for review. PART 2 - PRODUCTS 2.01 PERFORMANCE REQUIREMENTS A. Delegated Design: Engage a qualified professional engineer, as defined in Section 01 40 00 "Quality Requirements," to design aluminum -framed storefronts. B. General Performance: Comply with performance requirements specified, as determined by testing of aluminum -framed entrances and storefronts representing those indicated for this Project without failure due to defective manufacture, fabrication, installation, or other defects in construction. 1. Aluminum -framed storefronts shall withstand movements of supporting structure, including, but not limited to, twist, column shortening, long-term creep, and deflection from uniformly distributed and concentrated live loads. 2. Failure also includes the following: a. Thermal stresses transferring to building structure. b. Glass breakage. c. Noise or vibration created by wind and thermal and structural movements. d. Loosening or weakening of fasteners, attachments, and other components. e. Failure of operating units. C. Structural Loads: 1. Wind Loads: As indicated on Drawings. 2. Other Design Loads: As indicated on Drawings. D. Deflection of Framing Members Supporting Glass: At design wind load, as follows: 1. Deflection Normal to Wall Plane: Limited to edge of glass in a direction perpendicular to glass plane not exceeding 1/175 of the glass edge length for each individual glazing lite or an amount that restricts edge deflection of individual glazing lites to 3/4 inch (19.05 mm), whichever is less. ALUMINUM -FRAMED ENTRANCES AND STOREFRONTS 25069 - City of Corpus Christi Detention Center 084113-3 July 31, 2025 2. Deflection Parallel to Glazing Plane: Limited to 1/360 of clear span or 1/8 inch (3.18 mm), whichever is smaller. a. Operable Units: Provide a minimum 1/16-inch clearance between framing members and operable units. E. Structural: Test in accordance with ASTM E330/E330M as follows: 1. When tested at positive and negative wind -load design pressures, storefront assemblies, including entrance doors, do not evidence deflection that exceed specified limits. 2. When tested at 150 percent of positive and negative wind -load design pressures, storefront assemblies, including entrance doors and anchorage, do not evidence material failures, structural distress, or permanent deformation of main framing members exceeding 0.2 percent of span. 3. Test Durations: As required by design wind velocity, but not less than 10 seconds. F. Water Penetration under Static Pressure: Test in accordance with ASTM E331 as follows: 1. No evidence of water penetration through fixed glazing and framing areas, including entrance doors, when tested in accordance with a minimum static -air -pressure differential of 20 percent of positive wind -load design pressure, but not less than 12 Ibf/sq.ft. G. Energy Performance: Certified and labeled by manufacturer for energy performance as follows: 1. Thermal Transmittance (U-factor): a. Fixed Glazing and Framing Areas: U-factor for the system of not more than 0.29 as determined in accordance with NFRC 100. 2. Solar Heat -Gain Coefficient (SHGC): a. Fixed Glazing and Framing Areas: SHGC for the system of not more than 0.25 as determined in accordance with NFRC 200. H. Windborne-Debris Impact Resistance (Exterior Storefront Systems): Passes ASTM E1886 missile -impact and cyclic -pressure tests in accordance with ASTM E1996 for Wind Zone 1. 1. Large -Missile Test: For glazing located within 30 feet (914.4 cm) of grade. 2. Small -Missile Test: For glazing located between 30 feet (914.4 cm) and above grade. I. Thermal Movements: Allow for thermal movements resulting from ambient and surface temperature changes. 1. Temperature Change: 120 deg F, ambient; 180 deg F, material surfaces. ALUMINUM -FRAMED ENTRANCES AND STOREFRONTS 25069 - City of Corpus Christi Detention Center 084113-4 July 31, 2025 2.02 EXTERIOR STOREFRONT SYSTEMS A. Basis -of -Design Product: Subject to compliance with requirements, provide Kawneer Company, Inc.; Arconic Corporation; Trifab Versaglaze Type 451T - Impact Resistant or comparable product by one of the following: 1. Oldcastle Building Envelope (OBE); CRH Americas, Inc. 2. YKK AP America Inc. 3. Kawneer Company, Inc.; Arconic Corporation. B. Framing Members: Manufacturer's extruded- or formed -aluminum framing members of thickness required and reinforced as required to support imposed loads. 1. System Dimensions: 2 inches x 4-1/2 inches. 2. Exterior Framing Construction: Thermally broken. 3. Interior Vestibule Framing Construction: Nonthermal. 4. Glazing System: Structural silicone or weatherseal (type B). 5. Finish: Clear anodic finish. 6. Fabrication Method: Field -fabricated stick system. 7. Aluminum: Alloy and temper recommended by manufacturer for type of use and finish indicated. 8. Steel Reinforcement: As required by manufacturer. C. Backer Plates: Manufacturer's standard, continuous backer plates for framing members, if not integral, where framing abuts adjacent construction. D. Brackets and Reinforcements: Manufacturer's standard high -strength aluminum with nonstaining, nonferrous shims for aligning system components. PART 3 - EXECUTION 3.01 INSTALLATION, GENERAL A. Comply with manufacturer's written instructions. B. Do not install damaged components. C. Fit joints to produce hairline joints free of burrs and distortion. D. Rigidly secure nonmovement joints. E. Install anchors with separators and isolators to prevent metal corrosion and electrolytic deterioration and to prevent impeding movement of moving joints. F. Seal perimeter and other joints watertight unless otherwise indicated. G. Metal Protection: ALUMINUM -FRAMED ENTRANCES AND STOREFRONTS 25069 - City of Corpus Christi Detention Center 084113-5 July 31, 2025 1. Where aluminum is in contact with dissimilar metals, protect against galvanic action by painting contact surfaces with materials recommended by manufacturer for this purpose or by installing nonconductive spacers. 2. Where aluminum is in contact with concrete or masonry, protect against corrosion by painting contact surfaces with bituminous paint. H. Set continuous sill members and flashing in full sealant bed, as specified in Section 07 92 00 "Joint Sealants," to produce weathertight installation. I. Install joint filler behind sealant as recommended by sealant manufacturer. J. Install components plumb and true in alignment with established lines and grades. 3.02 INSTALLATION OF GLAZING A. Install glazing as specified in Section 08 80 00 "Glazing." END OF SECTION 08 41 13 ALUMINUM -FRAMED ENTRANCES AND STOREFRONTS 25069 - City of Corpus Christi Detention Center 084113-6 July 31, 2025 SECTION 08 7100 - DOOR HARDWARE PART1- GENERAL 1.01 SUMMARY A. Section includes: 1. Mechanical door hardware B. Section excludes: 1. Windows 2. Cabinets (casework), including locks in cabinets 3. Signage 4. Toilet accessories 5. Overhead doors C. Related Sections: 1. Division 01 "General Requirements" sections for Allowances, Alternates, Owner Furnished Contractor Installed, Project Management and Coordination. 2. Division 06 Section "Rough Carpentry" 3. Division 06 Section "Finish Carpentry" 4. Division 07 Section "Joint Sealants" for sealant requirements applicable to threshold installation specified in this section. 5. Division 08 Sections: a. "Metal Doors and Frames" b. "Flush Wood Doors" c. "Stile and Rail Wood Doors" d. "Interior Aluminum Doors and Frames" e. "Aluminum -Framed Entrances and Storefronts" f. "Stainless Steel Doors and Frames" g. "Special Function Doors" h. "Entrances" 1.02 REFERENCES A. UL LLC 1. UL 10B - Fire Test of Door Assemblies DOOR HARDWARE 25069 - City of Corpus Christi Detention Center 087100-1 July 31, 2025 2. UL 10C - Positive Pressure Test of Fire Door Assemblies 3. UL 1784 - Air Leakage Tests of Door Assemblies 4. UL 305 - Panic Hardware B. DHI - Door and Hardware Institute 1. Sequence and Format for the Hardware Schedule 2. Recommended Locations for Builders Hardware 3. Keying Systems and Nomenclature 4. Installation Guide for Doors and Hardware C. NFPA — National Fire Protection Association 1. NFPA 80 — 2016 Edition — Standard for Fire Doors and Other Opening Protectives 2. NFPA 101— Life Safety Code 3. NFPA 105 — Smoke and Draft Control Door Assemblies 4. NFPA 252 — Fire Tests of Door Assemblies D. ANSI - American National Standards Institute 1. ANSI A117.1 — 2017 Edition — Accessible and Usable Buildings and Facilities 2. ANSI/BHMA A156.1 - A156.29, and ANSI/BHMA A156.31 - Standards for Hardware and Specialties 3. ANSI/BHMA A156.28 - Recommended Practices for Keying Systems 4. ANSI/WDMA I.S. 1A - Interior Architectural Wood Flush Doors 5. ANSI/SDI A250.8 - Standard Steel Doors and Frames 1.03 SUBMITTALS A. General: 1. Submit in accordance with Conditions of Contract and Division 01 Submittal Procedures. 2. Prior to forwarding submittal: a. Review drawings and Sections from related trades to verify compatibility with specified hardware. b. Highlight, encircle, or otherwise specifically identify on submittals: deviations from Contract Documents, issues of incompatibility or other issues which may detrimentally affect the Work. B. Action Submittals: 1. Product Data: Submit technical product data for each item of door hardware, installation instructions, maintenance of operating parts and finish, and other information necessary to show compliance with requirements. DOOR HARDWARE 25069 - City of Corpus Christi Detention Center 087100-2 July 31, 2025 2. Door Hardware Schedule: a. Submit concurrent with submissions of Product Data, Samples, and Shop Drawings. Coordinate submission of door hardware schedule with scheduling requirements of other work to facilitate fabrication of other work critical in Project construction schedule. b. Submit with hardware sets in vertical format as illustrated by Sequence of Format for the Hardware Schedule published by DHI. c. Indicate complete designations of each item required for each opening, include: 1) Door Index: door number, heading number, and Architect's hardware set number. 2) Quantity, type, style, function, size, and finish of each hardware item. 3) Name and manufacturer of each item. 4) Fastenings and other pertinent information. 5) Location of each hardware set cross-referenced to indications on Drawings. 6) Explanation of all abbreviations, symbols, and codes contained in schedule. 7) Mounting locations for hardware. 8) Door and frame sizes and materials. 9) Degree of door swing and handing. 3. Key Schedule: a. After Keying Conference, provide keying schedule that includes levels of keying, explanations of key system's function, key symbols used, and door numbers controlled. b. Use ANSI/BHMA A156.28 "Recommended Practices for Keying Systems" as guideline for nomenclature, definitions, and approach for selecting optimal keying system. c. Provide 3 copies of keying schedule for review prepared and detailed in accordance with referenced DHI publication. Include schematic keying diagram and index each key to unique door designations. d. Index keying schedule by door number, keyset, hardware heading number, cross keying instructions, and special key stamping instructions. e. Provide one complete bitting list of key cuts and one key system schematic illustrating system usage and expansion. Forward bitting list, key cuts and key system schematic directly to Owner, by means as directed by Owner. f. Prepare key schedule by or under supervision of supplier, detailing Owner's final keying instructions for locks. C. Informational Submittals: 1. Provide Qualification Data for Supplier, Installer and Architectural Hardware Consultant. DOOR HARDWARE 25069 - City of Corpus Christi Detention Center 087100-3 July 31, 2025 2. Provide Product Data: a. Certify that door hardware approved for use on types and sizes of labeled fire -rated doors complies with listed fire -rated door assemblies. b. Include warranties for specified door hardware. D. Closeout Submittals: 1. Operations and Maintenance Data: Provide in accordance with Division 01 and include: a. Complete information on care, maintenance, and adjustment; data on repair and replacement parts, and information on preservation of finishes. b. Catalog pages for each product. c. Final approved hardware schedule edited to reflect conditions as installed. d. Final keying schedule e. Copy of warranties including appropriate reference numbers for manufacturers to identify project. E. Inspection and Testing: 1. Submit written reports to the Owner and Authority Having Jurisdiction (AHJ) of the results of functional testing and inspection for: a. Fire door assemblies, in compliance with NFPA 80. b. Required egress door assemblies, in compliance with NFPA 101. 1.04 QUALITY ASSURANCE A. Qualifications and Responsibilities: 1. Supplier: Recognized architectural hardware supplier with a minimum of 5 years documented experience supplying both mechanical and electromechanical door hardware similar in quantity, type, and quality to that indicated for this Project. Supplier to be recognized as a factory direct distributor by the manufacturer of the primary materials with a warehousing facility in the Project's vicinity. Supplier to have on staff, a certified Architectural Hardware Consultant (AHC) or Door Hardware Consultant (DHC) available to Owner, Architect, and Contractor, at reasonable times during the Work for consultation. 2. Installer: Qualified tradesperson skilled in the application of commercial grade hardware with experience installing door hardware similar in quantity, type, and quality as indicated for this Project. 3. Architectural Hardware Consultant: Person who is experienced in providing consulting services for door hardware installations that are comparable in material, design, and extent to that indicated for this Project and meets these requirements: a. For door hardware: DHI certified AHC or DHC. DOOR HARDWARE 25069 - City of Corpus Christi Detention Center 087100-4 July 31, 2025 b. Can provide installation and technical data to Architect and other related subcontractors. c. Can inspect and verify components are in working order upon completion of installation. 4. Single Source Responsibility: Obtain each type of door hardware from single manufacturer. B. Certifications: 1. Fire -Rated Door Openings: a. Provide door hardware for fire -rated openings that complies with NFPA 80 and requirements of authorities having jurisdiction. b. Provide only items of door hardware that are listed products tested by UL LLC, Intertek Testing Services, or other testing and inspecting organizations acceptable to authorities having jurisdiction for use on types and sizes of doors indicated, based on testing at positive pressure and according to NFPA 252 or UL 10C and in compliance with requirements of fire -rated door and door frame labels. 2. Smoke and Draft Control Door Assemblies: a. Provide door hardware that meets requirements of assemblies tested according to UL 1784 and installed in compliance with NFPA 105 b. Comply with the maximum air leakage of 0.3 cfm/sq. ft. (3 cu. m per minute/sq. m) at tested pressure differential of 0.3-inch wg (75 Pa) of water. 3. Accessibility Requirements: a. Comply with governing accessibility regulations cited in "REFERENCES" article 087100, 1.02.D3 herein for door hardware on doors in an accessible route. This project must comply with all Federal Americans with Disability Act regulations and all Local Accessibility Regulations. C. Pre -Installation Meetings 1. Keying Conference a. Incorporate keying conference decisions into final keying schedule after reviewing door hardware keying system including: 1) Function of building, flow of traffic, purpose of each area, degree of security required, and plans for future expansion. 2) Preliminary key system schematic diagram. 3) Requirements for key control system. 4) Address for delivery of keys. 2. Pre -installation Conference DOOR HARDWARE 25069 - City of Corpus Christi Detention Center 087100-5 July 31, 2025 a. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. b. Inspect and discuss preparatory work performed by other trades. c. Review required testing, inspecting, and certifying procedures. d. Review questions or concerns related to proper installation and adjustment of door hardware. 3. Hurricane and Wind Load Assemblies: a. Provide hardware that meets the hurricane and wind load test requirements in compliance with TDI. b. All openings required to meet either the impact test or wind load test shall be tested as systems with the finish hardware, doors, and frames. 1.05 DELIVERY, STORAGE, AND HANDLING A. Inventory door hardware on receipt and provide secure lock -up for hardware delivered to Project site. Promptly replace products damaged during shipping B. Tag each item or package separately with identification coordinated with final door hardware schedule, and include installation instructions, templates, and necessary fasteners with each item or package. Deliver each article of hardware in manufacturer's original packaging. C. Maintain manufacturer -recommended environmental conditions throughout storage and installation periods. D. Provide secure lock -up for door hardware delivered to Project. Control handling and installation of hardware items so that completion of Work will not be delayed by hardware losses both before and after installation. E. Handle hardware in manner to avoid damage, marring, or scratching. Correct, replace or repair products damaged during Work. Protect products against malfunction due to paint, solvent, cleanser, or any chemical agent. F. Deliver keys to manufacturer of key control system for subsequent delivery to Owner. 1.06 COORDINATION A. Coordinate layout and installation of floor -recessed door hardware with floor construction. Cast anchoring inserts into concrete. B. Installation Templates: Distribute for doors, frames, and other work specified to be factory or shop prepared. Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing door hardware to comply with indicated requirements. 1.07 WARRANTY DOOR HARDWARE 25069 - City of Corpus Christi Detention Center 087100-6 July 31, 2025 A. Manufacturer's standard form in which manufacturer agrees to repair or replace components of door hardware that fail in materials or workmanship within published warranty period. 1. Warranty does not cover damage or faulty operation due to improper installation, improper use or abuse. 2. Warranty Period: Beginning from date of Substantial Completion, for durations indicated in manufacturer's published listings. a. Mechanical Warranty 1) Locks: 10 years 2) Closers: 30 years 1.08 MAINTENANCE A. Furnish complete set of special tools required for maintenance and adjustment of hardware, including changing of cylinders. B. Turn over unused materials to Owner for maintenance purposes. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Approval of alternate manufacturers and/or products other than those listed as "Scheduled Manufacturer" in the individual article for the product category are only to be considered by official substitution request in accordance with section 01 25 00. B. Approval of products is contingent upon those products providing all functions and features and meeting all requirements of scheduled manufacturer's product. C. Where specified hardware is not adaptable to finished shape or size of members requiring hardware, furnish suitable types having same operation and quality as type specified, subject to Architect's approval. 2.02 MATERIALS A. Fabrication 1. Provide door hardware manufactured to comply with published templates generally prepared for machine, wood, and sheet metal screws. provide screws according to manufacturer's recognized installation standards for application intended. 2. Finish exposed screws to match hardware finish, or, if exposed in surfaces of other work, to match finish of this other work including prepared for paint surfaces to receive painted finish. 3. Provide concealed fasteners wherever possible for hardware units exposed when door is closed. Coordinate with "Metal Doors and Frames", "Flush Wood Doors", "Stile and Rail DOOR HARDWARE 25069 - City of Corpus Christi Detention Center 087100-7 July 31, 2025 Wood Doors" to ensure proper reinforcements. Advise the Architect where visible fasteners, such as thru bolts, are required. B. Provide screws, bolts, expansion shields, drop plates and other devices necessary for hardware installation. 1. Where fasteners are exposed to view: Finish to match adjacent door hardware material. 2.03 HINGES A. Manufacturers and Products: 1. Scheduled Manufacturer and Product: a. Ives 5BB series B. Requirements: 1. Provide hinges conforming to ANSI/BHMA A156.1. 2. Provide five knuckle, ball bearing hinges. 3. 1-3/4 inch (44 mm) thick doors, up to and including 36 inches (914 mm) wide: a. Exterior: Standard weight, bronze or stainless steel, 4-1/2 inches (114 mm) high b. Interior: Standard weight, steel, 4-1/2 inches (114 mm) high 4. 1-3/4 inch (44 mm) thick doors over 36 inches (914 mm) wide: a. Exterior: Heavy weight, bronze/stainless steel, 5 inches (127 mm) high b. Interior: Heavy weight, steel, 5 inches (127 mm) high 5. 2 inches or thicker doors: a. Exterior: Heavy weight, bronze or stainless steel, 5 inches (127 mm) high b. Interior: Heavy weight, steel, 5 inches (127 mm) high 6. Adjust hinge width for door, frame, and wall conditions to allow proper degree of opening. 7. Provide three hinges per door leaf for doors 90 inches (2286 mm) or less in height, and one additional hinge for each 30 inches (762 mm) of additional door height. 8. Hinge Pins: Except as otherwise indicated, provide hinge pins as follows: a. Steel Hinges: Steel pins b. Non -Ferrous Hinges: Stainless steel pins c. Out -Swinging Exterior Doors: Non -removable pins d. Out -Swinging Interior Lockable Doors: Non -removable pins e. Interior Non -lockable Doors: Non -rising pins 2.04 FLUSH BOLTS DOOR HARDWARE 25069 - City of Corpus Christi Detention Center 087100-8 July 31, 2025 A. Manufacturers: 1. Scheduled Manufacturer: a. Ives B. Requirements: 1. Provide automatic, constant latching, and manual flush bolts with forged bronze or stainless -steel face plates, extruded brass levers, and with wrought brass guides and strikes. Provide 12 inch (305 mm) steel or brass rods at doors up to 90 inches (2286 mm) in height. For doors over 90 inches (2286 mm) in height increase top rods by 6 inches (152 mm) for each additional 6 inches (152 mm) of door height. Provide dust -proof strikes at each bottom flush bolt. 2.05 CYLINDRICAL LOCKS — GRADE 1 A. Manufacturers and Products: 1. Scheduled Manufacturer and Product: a. Schlage ND series B. Requirements: 1. Provide cylindrical locks conforming to ANSI/BHMA A156.2 Series 4000, Grade 1, and UL Listed for 3-hour fire doors. 2. Indicators: Where specified, provide escutcheon with lock status indicator window on top of lockset rose: a. Escutcheon height (including rose) 6.05 inches high by 3.68 inches wide. b. Indicator window measuring a minimum 3.52-inch by .60 inch with 1.92 square - inches of front facing viewing area and 180-degree visibility with a total of .236 square -inches of total viewable area. c. Provide snap -in serviceable window to prevent tampering. Lock must function if indicator is compromised. d. Provide messages color -coded with full text and symbol, as scheduled, for easy visibility. e. Unlocked and Unoccupied message will display on white background, and Locked and Occupied message will display on red background. 3. Cylinders: Refer to "KEYING" article, herein. 4. Provide locks with standard 2-3/4 inches (70 mm) backset, unless noted otherwise, with 1/2-inch latch throw. Provide proper latch throw for UL listing at pairs. 5. Provide locksets with separate anti -rotation thru-bolts, and no exposed screws. 6. Provide independently operating levers with two external return spring cassettes mounted under roses to prevent lever sag. DOOR HARDWARE 25069 - City of Corpus Christi Detention Center 087100-9 July 31, 2025 7. Provide standard ASA strikes unless extended lip strikes are necessary to protect trim. 8. Lever Trim: Solid cast levers without plastic inserts and wrought roses on both sides. a. Vandlgard: Provide levers with vandal resistant technology for use at heavy traffic or abusive applications. b. Lever Design: Rhodes "RHO" 2.06 CYLINDERS A. Manufacturers and Products: 1. Scheduled Manufacturer and Product: a. Schlage full size interchangeable core "FSIC" B. Requirements: 1. Provide cylinders/cores compliant with ANSI/BHMA A156.5; latest revision; cylinder face finished to match lockset; manufacturer's series as indicated. Refer to "KEYING" article, herein. 2. Patent Protection: Cylinders/cores requiring use of restricted, patented keys, patent protected. 3. Nickel silver bottom pins. 2.07 KEYING A. Scheduled System: 1. Existing factory registered system: a. Provide cylinders/cores keyed into Owner's existing factory registered keying system. Comply with guidelines in ANSI/BHMA A156.28, incorporating decisions made at keying conference. B. Requirements: 1. Construction Keying: a. Replaceable Construction Cores. 1) Provide temporary construction cores replaceable by permanent cores, furnished in accordance with the following requirements. a) 3 construction control keys b) 12 construction change (day) keys. 2) Owner or Owner's Representative will replace temporary construction cores with permanent cores. 2. Permanent Keying: DOOR HARDWARE 25069 - City of Corpus Christi Detention Center 08 7100 - 10 July 31, 2025 a. Provide permanent cylinders/cores keyed by the manufacturer according to the following key system. 1) Master Keying system as directed by the Owner. b. Forward bitting list and keys separately from cylinders, by means as directed by Owner. Failure to comply with forwarding requirements will be cause for replacement of cylinders/cores involved at no additional cost to Owner. c. Provide keys with the following features: 1) Material: Nickel silver; minimum thickness of .107-inch (2.3mm) 2) Patent Protection: Keys and blanks protected by one or more utility patent(s). 3) Geographically Exclusive: Where High Security or Security cylinders/cores are indicated, provide nationwide, geographically exclusive key system complying with the following restrictions. d. Identification: 1) Identification stamping provisions must be approved by the Architect and Owner. 2) Stamp cylinders/cores and keys with Owner's unique key system facility code as established by the manufacturer; key symbol and embossed or stamped with "DO NOT DUPLICATE" along with the "PATENTED" or patent number to enforce the patent protection. 3) Failure to comply with stamping requirements will be cause for replacement of keys involved at no additional cost to Owner. 4) Forward permanent cylinders/cores to Owner, separately from keys, by means as directed by Owner. e. Quantity: Furnish in the following quantities. 1) Permanent Control Keys: 3. 2) Master Keys: 6. 3) Change (Day) Keys: 3 per cylinder/core that is keyed differently 4) Key Blanks: Quantity as determined in the keying meeting. 2.08 KEY CONTROL SYSTEM A. Requirements: 1. Provide key control system, including envelopes, labels, tags with self-locking key clips, receipt forms, 3-way visible card index, temporary markers, permanent markers, and standard metal cabinet, all as recommended by system manufacturer, with capacity for 150% of number of locks required for Project. DOOR HARDWARE 25069 - City of Corpus Christi Detention Center 08 7100 - 11 July 31, 2025 a. Provide complete cross index system set up by hardware supplier, and place keys on markers and hooks in cabinet as determined by final key schedule. b. Provide hinged -panel type cabinet for wall mounting. 2.09 DOOR CLOSERS (EXTERIOR) A. Manufacturers and Products: 1. Scheduled Manufacturer and Product: a. LCN 4040XP series B. Requirements: 1. Provide door closers conforming to ANSI/BHMA A156.4 Grade 1 requirements by BHMA certified independent testing laboratory. ISO 9000 certify closers. Stamp units with date of manufacture code. 2. Provide door closers with fully hydraulic, full rack and pinion action with high strength cast iron cylinder, and full complement bearings at shaft. 3. Cylinder Body: 1-1/2-inch (38 mm) diameter piston with 5/8-inch (16 mm) diameter double heat -treated pinion journal. QR code with a direct link to maintenance instructions. 4. Hydraulic Fluid: Fireproof, passing requirements of UL10C, and requiring no seasonal closer adjustment for temperatures ranging from 120 degrees F to -30 degrees F. 5. Spring Power: Continuously adjustable over full range of closer sizes, and providing reduced opening force as required by accessibility codes and standards. Provide snap -on cover clip, with plastic covers, that secures cover to spring tube. 6. Hydraulic Regulation: By tamper -proof, non -critical valves, with separate adjustment for latch speed, general speed, and backcheck. Provide graphically labelled instructions on the closer body adjacent to each adjustment valve. Provide positive stop on reg valve that prevents reg screw from being backed out. 7. Provide closers with solid forged steel main arms and factory assembled heavy-duty forged forearms for parallel arm closers. 8. Pressure Relief Valve (PRV) Technology: Not permitted. 9. Finish for Closer Cylinders, Arms, Adapter Plates, and Metal Covers: Powder coating finish which has been certified to exceed 100 hours salt spray testing as described in ANSI Standard A156.4 and ASTM B117, or has special rust inhibitor (SRI). 10. Provide special templates, drop plates, mounting brackets, or adapters for arms as required for details, overhead stops, and other door hardware items interfering with closer mounting. 11. Closers shall be capable of being upgraded by adding modular mechanical or electronic components in the field. DOOR HARDWARE 25069 - City of Corpus Christi Detention Center 08 7100 - 12 July 31, 2025 2.10 DOOR CLOSERS (INTERIOR) A. Manufacturers and Products: 1. Scheduled Manufacturer and Product: a. LCN 1460 series B. Requirements: 1. Provide door closers conforming to ANSI/BHMA A156.4 Grade 1 requirements by BHMA certified independent testing laboratory. 2. Provide door closers with fully hydraulic, full rack and pinion action cast iron cylinder. 3. Closer Body: 1-1/4-inch (32 mm) diameter, with 5/8-inch (16 mm) diameter heat -treated pinion journal. 4. Hydraulic Fluid: Fireproof, passing requirements of UL10C, and requiring no seasonal closer adjustment for temperatures ranging from 120 degrees F to -30 degrees F. 5. Spring Power: Continuously adjustable over full range of closer sizes, and providing reduced opening force as required by accessibility codes and standards. 6. Hydraulic Regulation: By tamper -proof, non -critical valves, with separate adjustment for latch speed, general speed, and backcheck. 7. Pressure Relief Valve (PRV) Technology: Not permitted. 8. Provide special templates, drop plates, mounting brackets, or adapters for arms as required for details, overhead stops, and other door hardware items interfering with closer mounting. 2.11 PROTECTION PLATES A. Manufacturers: 1. Scheduled Manufacturer: a. Ives B. Requirements: 1. Provide protection plates with a minimum of 0.050 inch (1 mm) thick, beveled four edges as scheduled. Furnish with sheet metal or wood screws, finished to match plates. 2. Sizes plates 2 inches (51 mm) less width of door on single doors, pairs of doors with a mullion, and doors with edge guards. Size plates 1 inch (25 mm) less width of door on pairs without a mullion or edge guards. 3. At fire rated doors, provide protection plates over 16 inches high with UL label. 2.12 OVERHEAD STOPS AND OVERHEAD STOP/HOLDERS A. Manufacturers: DOOR HARDWARE 08 7100 - 13 25069 - City of Corpus Christi Detention Center July 31, 2025 1. Scheduled Manufacturers: a. Glynn -Johnson B. Requirements: 1. Provide overhead stop at any door where conditions do not allow for a wall stop or floor stop presents tripping hazard. 2.13 DOOR STOPS AND HOLDERS A. Manufacturers: 1. Scheduled Manufacturer: a. Ives B. Provide door stops at each door leaf: 1. Provide wall stops wherever possible. Provide concave type where lockset has a push button of thumbturn. 2. Where a wall stop cannot be used, provide universal floor stops. 3. Where wall or floor stop cannot be used, provide overhead stop. 4. Provide roller bumper where doors open into each other and overhead stop cannot be used. 2.14 THRESHOLDS, SEALS, DOOR SWEEPS, AUTOMATIC DOOR BOTTOMS, AND GASKETING A. Manufacturers: 1. Scheduled Manufacturer: a. Zero International B. Requirements: 1. Provide thresholds, weather-stripping, and gasketing systems as specified and per architectural details. Match finish of other items. 2. Smoke- and Draft -Control Door Assemblies: Where smoke- and draft -control door assemblies are required, provide door hardware that meets requirements of assemblies tested according to UL 1784 and installed in compliance with NFPA 105. 3. Provide door sweeps, seals, astragals, and auto door bottoms only of type where resilient or flexible seal strip is easily replaceable and readily available. 4. Size thresholds 1/2 inch (13 mm) high by 5 inches (127 mm) wide by door width unless otherwise specified in the hardware sets or detailed in the drawings. 2.15 SILENCERS A. Manufacturers: DOOR HARDWARE 08 7100 - 14 25069 - City of Corpus Christi Detention Center July 31, 2025 1. Scheduled Manufacturer: a. Ives B. Requirements: 1. Provide "push -in" type silencers for hollow metal or wood frames. 2. Provide one silencer per 30 inches (762 mm) of height on each single frame, and two for each pair frame. 3. Omit where gasketing is specified. 2.16 DETENTION DEAD LOCKS A. Manufacturers: 1. Scheduled Manufacturer: a. Southern/Folger B. Requirements: 1. Provide deadlocks conforming to ASTM F1557 Certified Impact Test -Grade 1, and UL Listed for 3-hour fire doors. 2. Provide deadlocks with 3/16" steel plate covers and 3/16" steel plate case. 3. Cylinders: Paracentric made of silicon bronze/copper alloy. 4. Tumblers: Spring tempered brass. Tumblers actuated by phosphor bronze springs, six tumblers per lock. 5. Provide deadlocks with a stainless -steel actuator. 6. Provide deadlocks with a cold rolled, steel latch bolt size of 2" x %" and a 1" throw. 7. Electrical Requirements: 115 VAC, 1 phase, 60 Hz., .3 amp running (optional 24 VDC motor) 2.17 FINISHES A. FINISH: BHMA 626/652 (US26D); EXCEPT: 1. Hinges at Exterior Doors: BHMA 630 (US32D) 2. Aluminum Geared Continuous Hinges: BHMA 628 (US28) 3. Push Plates, Pulls, and Push Bars: BHMA 630 (US32D) 4. Protection Plates: BHMA 630 (US32D) 5. Overhead Stops and Holders: BHMA 630 (US32D) 6. Door Closers: Powder Coat to Match 7. Wall Stops: BHMA 630 (US32D) DOOR HARDWARE 25069 - City of Corpus Christi Detention Center 08 7100 - 15 July 31, 2025 8. Latch Protectors: BHMA 630 (US32D) 9. Weatherstripping: Clear Anodized Aluminum 10. Thresholds: Mill Finish Aluminum PART 3 - EXECUTION 3.01 EXAMINATION A. Prior to installation of hardware, examine doors and frames, with Installer present, for compliance with requirements for installation tolerances, labeled fire -rated door assembly construction, wall and floor construction, and other conditions affecting performance. Verify doors, frames, and walls have been properly reinforced for hardware installation. B. Submit a list of deficiencies in writing and proceed with installation only after unsatisfactory conditions have been corrected. 3.02 INSTALLATION A. Mount door hardware units at heights to comply with the following, unless otherwise indicated or required to comply with governing regulations. 1. Standard Steel Doors and Frames: ANSI/SDI A250.8. 2. Custom Steel Doors and Frames: HMMA 831. 3. Interior Architectural Wood Flush Doors: ANSI/WDMA I.S. 1A 4. Installation Guide for Doors and Hardware: DHI TDH-007-20 B. Install door hardware in accordance with NFPA 80, NFPA 101 and provide post -install inspection, testing as specified in section 1.03.E unless otherwise required to comply with governing regulations. C. Install each hardware item in compliance with manufacturer's instructions and recommendations, using only fasteners provided by manufacturer. D. Do not install surface mounted items until finishes have been completed on substrate. Protect all installed hardware during painting. E. Set units level, plumb and true to line and location. Adjust and reinforce attachment substrate as necessary for proper installation and operation. F. Drill and countersink units that are not factory prepared for anchorage fasteners. Space fasteners and anchors according to industry standards. G. Install operating parts so they move freely and smoothly without binding, sticking, or excessive clearance. H. Hinges: Install types and in quantities indicated in door hardware schedule but not fewer than quantity recommended by manufacturer for application indicated. I. Lock Cylinders: DOOR HARDWARE 25069 - City of Corpus Christi Detention Center 08 7100 - 16 July 31, 2025 1. Install construction cores to secure building and areas during construction period. 2. Replace construction cores with permanent cores as indicated in keying section. 3. Furnish permanent cores to Owner for installation. J. Key Control System: Tag keys and place them on markers and hooks in key control system cabinet, as determined by final keying schedule. K. Continuous Hinges: Re -locate the door and frame fire rating labels where they will remain visible so that the hinge does not cover the label once installed. L. Door Closers & Auto Operators: Mount closers/operators on room side of corridor doors, inside of exterior doors, and stair side of stairway doors from corridors. Mount closers/operators so they are not visible in corridors, lobbies and other public spaces unless approved by Architect. M. Overhead Stops/Holders: Mount overhead stops/holders on room side of corridor doors, inside of exterior doors, and stair side of stairway doors. N. Thresholds: Set thresholds in full bed of sealant complying with requirements specified in Division 07 Section "Joint Sealants." O. Stops: Provide floor stops for doors unless wall or other type stops are indicated in door hardware schedule. Do not mount floor stops where they may impede traffic or present tripping hazard. P. Perimeter Gasketing: Apply to head and jamb, forming seal between door and frame. Q. Meeting Stile Gasketing: Fasten to meeting stiles, forming seal when doors are closed. R. Door Bottoms and Sweeps: Apply to bottom of door, forming seal with threshold when door is closed. 3.03 ADJUSTING A. Initial Adjustment: Adjust and check each operating item of door hardware and each door to ensure proper operation or function of every unit. Replace units that cannot be adjusted to operate as intended. Adjust door control devices to compensate for final operation of heating and ventilating equipment and to comply with referenced accessibility requirements. 1. Door Closers: Adjust sweep period to comply with accessibility requirements and requirements of authorities having jurisdiction. B. Occupancy Adjustment: Approximately three to six months after date of Substantial Completion, examine and readjust each item of door hardware, including adjusting operating forces, as necessary to ensure function of doors and door hardware. 3.04 CLEANING AND PROTECTION A. Clean adjacent surfaces soiled by door hardware installation. DOOR HARDWARE 25069 - City of Corpus Christi Detention Center 08 7100 - 17 July 31, 2025 B. Clean operating items per manufacturer's instructions to restore proper function and finish. C. Provide final protection and maintain conditions that ensure door hardware is without damage or deterioration at time of Substantial Completion. 3.05 DOOR HARDWARE SCHEDULE A. The intent of the hardware specification is to specify the hardware for interior and exterior doors, and to establish a type, continuity, and standard of quality. However, it is the door hardware supplier's responsibility to thoroughly review existing conditions, schedules, specifications, drawings, and other Contract Documents to verify the suitability of the hardware specified. B. Discrepancies, conflicting hardware, and missing items are to be brought to the attention of the architect with corrections made prior to the bidding process. Omitted items not included in a hardware set should be scheduled with the appropriate additional hardware required for proper application. C. Hardware items are referenced in the following hardware schedule. Refer to the above specifications for special features, options, cylinders/keying, and other requirements. D. Hardware Sets: 134401 0PT0429180-V2 DOOR HARDWARE 25069 - City of Corpus Christi Detention Center 08 7100 - 18 July 31, 2025 HARDWARE SET # 001 For use on Door #(s): 108A 1088 108C 108D EACH RU DOOR(S) TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 1 EA CYLINDER AS REQUIRED 626 SCH 1 EA FSIC CORE 20-030 X MATCH EXISTING KEYING A 626 SCH SYSTEM 1 EA BALANCE OF HARDWARE BY DOOR MFR - GC TO COORDINATE REQUIREMENT WITH OVERHEAD DOOR MANUFACTURER PRIOR TO BID. OMIT CYLINDER/CORE AS REQUIRED. HARDWARE SET # 002 (JAIL CELL DOORS W/ ELECTRIC DEAD LOCK) For use on Door #(s): JC1 JC2 JC3 JC7 JC8 JC9 EACH SGL DOOR(S) TO HAVE: JC4 JC5 JC6 QTY DESCRIPTION CATALOG NUMBER FINISH MFR 1 EA ELECTRO-MECHANICAL 1051M-1 GALV SOU DEAD LOCK 1 EA CYLINDER PARACENTRIC 626 SOU 1 EA BALANCE OF HARDWARE BY DOOR MFR ** GC TO COORDINATE ALL REQUIREMENT WITH DETENTION DOOR MANUFACTURER PRIOR TO BID. ** OPERATIONAL DESCRIPTION: MECHANICAL— LATCHBOLT IS RETRACTED BY A PARACENTRIC I<EY AND REMAINS RETRACTED UNITL THE DOOR IS OPENED APPROXIMATELY 2", THEN IT RELEASES. IT AUTOMATICALLY LATCHES AND DEAD LOCKS WHEN THE DOOR IS CLOSED. ** OPERATIONAL DESCRIPTION: ELECTRICAL — REMOTE SWITCH ACTIVATES A MOTOR WHICH RETRACTS THE LATCHBOLT. LATCHBOLT REMAINS RETRACTRED UNTIL THE DOOR IS OPENED APPROXIMATELY 2", THEN IT RELEASES. IT AUTOMATICALLY LATCHES AND DEADLOCKS WHEN THE DOOR IS CLOSED. DOOR HARDWARE 25069 - City of Corpus Christi Detention Center 08 7100 - 19 July 31, 2025 HARDWARE SET # 103 For use on Door #(s): 102 EACH SGL DOOR(S) TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1 4.5 X 4.5 A 652 IVE 1 EA ENTRANCE LOCK ND53TD RHO A 626 SCH 1 EA FSIC CORE 20-030 X MATCH EXISTING KEYING Q 626 SCH SYSTEM 1 EA FLOOR/WALL STOP FS436/WS406CCV AS REQ 626 IVE 3 EA SILENCER SR64 GRY IVE HARDWARE SET # 201 For use on Door #(s): 104 EACH SGL DOOR(S) TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB14.5 X 4.5 Q 652 IVE 1 EA STOREROOM LOCK ND8OTD RHO 626 SCH 1 EA FSIC CORE 20-030 X MATCH EXISTING KEYING A 626 SCH SYSTEM 1 EA SURFACE CLOSER 1461 RW/PA FC TBSRT A 689 LCN X MTG PLT/BRKT/SPCR AS REQ 1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA FLOOR/WALL STOP FS436/WS406CCV AS REQ A 626 IVE 1 EA GASKETING 488S PSA H & J (USE SILENCERS AT BK ZER NON -RATED DOORS) DOOR HARDWARE 25069 - City of Corpus Christi Detention Center 08 7100 - 20 July 31, 2025 HARDWARE SET # 203 For use on Door #(s): 105A 1056 1136 EACH SGL DOOR(S) TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1 4.5 X 4.5 A 652 IVE 1 EA STOREROOM LOCK ND80TD RHO A 626 SCH 1 EA FSIC CORE 20-030 X MATCH EXISTING KEYING Q 626 SCH SYSTEM 1 EA FLOOR/WALL STOP FS436/WS406CCV AS REQ 626 IVE 3 EA SILENCER SR64 GRY IVE HARDWARE SET # 212S For use on Door #(s): 107 116 EACH PR DOOR(S) TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 6 EA HINGE 5BB14.5 X 4.5 Q 652 IVE 1 EA CONST LATCHING BOLT FB51P/FB61P AS REQ • 630 IVE 1 EA DUST PROOF STRIKE DP2 A 626 IVE 1 EA STOREROOM LOCK ND80TD RHO A 626 SCH 1 EA FSIC CORE 20-030 X MATCH EXISTING KEYING • 626 SCH SYSTEM 2 EA OH STOP 900S SERIES X SIZE & MOUNTING • 630 GLY AS REQ 2 EA SILENCER SR64 GRY IVE DOOR HARDWARE 25069 - City of Corpus Christi Detention Center 087100-21 July 31, 2025 HARDWARE SET # 341 For use on Door #(s): 114 115 EACH SGL DOOR(S) TO HAVE: QTY DESCRIPTION 3 EA HINGE 1 EA PRIVACY LOCK W/ OUTSIDE INDICATOR 1 EA SURFACE CLOSER 1 EA KICK PLATE 1 EA FLOOR/WALL STOP 1 EA GASKETING HARDWARE SET # 403 For use on Door #(s): 113A 117 EACH SGL DOOR(S) TO HAVE: QTY DESCRIPTION 3 EA HINGE 1 EA PASSAGE SET 1 EA FLOOR/WALL STOP 3 EA SILENCER DOOR HARDWARE 25069 - City of Corpus Christi Detention Center CATALOG NUMBER 5BB1 4.5 X 4.5 ND40S RHO OS-OCC 1461 RW/PA FC TBSRT X MTG PLT/BRKT/SPCR AS REQ 8400 10" X 2" LDW B-CS FS436/WS406CCV AS REQ 488S PSA H & J (USE SILENCERS AT NON -RATED DOORS) CATALOG NUMBER 5BB1 4.5 X 4.5 ND10S RHO FS436/WS406CCV AS REQ SR64 FINISH MFR A 652 IVE A 626 SCH A 689 LCN A 630 IVE A 626 IVE • BK ZER FINISH MFR A 652 IVE A 626 SCH • 626 IVE • GRY IVE 087100-22 July 31, 2025 HARDWARE SET # 501 For use on Door #(s): 119 EACH SGL DOOR(S) TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1 4.5 X 4.5 A 652 IVE 1 EA CLASSROOM LOCK ND70TD RHO A 626 SCH 1 EA FSIC CORE 20-030 X MATCH EXISTING KEYING Q 626 SCH SYSTEM 1 EA SURFACE CLOSER 1461 RW/PA FC TBSRT 689 LCN X MTG PLT/BRKT/SPCR AS REQ 1 EA FLOOR/WALL STOP FS436/WS406CCV AS REQ A 626 IVE 1 EA GASKETING 488S PSA H & J (USE SILENCERS AT BK ZER NON -RATED DOORS) HARDWARE SET # 501CW For use on Door #(s): 111 EACH SGL DOOR(S) TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1HW 5 X 4.5 A 652 IVE 1 EA CLASSROOM LOCK ND70TD RHO A 626 SCH 1 EA FSIC CORE 20-030 X MATCH EXISTING KEYING 626 SCH SYSTEM 1 EA SURFACE CLOSER 1461 SCUSH FC TBSRT 689 LCN X MTG PLT/BRKT/SPCR AS REQ 1 EA KICK PLATE 8400 10" X 2" LDW B-CS A 630 IVE 1 EA GASKETING 488S PSA H & J (USE SILENCERS AT BK ZER NON -RATED DOORS) DOOR HARDWARE 25069 - City of Corpus Christi Detention Center 087100-23 July 31, 2025 HARDWARE SET # 501HW For use on Door #(s): 118 EACH SGL DOOR(S) TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1HW 5 X 4.5 A 652 IVE 1 EA CLASSROOM LOCK ND70TD RHO A 626 SCH 1 EA FSIC CORE 20-030 X MATCH EXISTING KEYING Q 626 SCH SYSTEM 1 EA SURFACE CLOSER 1461 H FC TBSRT 689 LCN X MTG PLT/BRKT/SPCR AS REQ 1 EA FLOOR/WALL STOP FS436/WS406CCV AS REQ A 626 IVE 1 EA GASKETING SET 488S PSA H & J BK ZER HARDWARE SET # W205 For use on Door #(s): 106 EACH SGL DOOR(S) TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1HW 4.5 X 4.5 NRP A 630 IVE 1 EA STOREROOM LOCK ND80TD RHO 626 SCH 1 EA FSIC CORE 20-030 X MATCH EXISTING KEYING A 626 SCH SYSTEM 1 EA SURFACE CLOSER 4040XP SCUSH TBSRT 689 LCN X MTG PLT/SPCR/BRKT AS REQ 1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA RAIN DRIP 142A DW + 4" A AA ZER (OMIT @ COVERED AREAS) 1 EA WEATHER STRIPPING APPROVED FOR USE WITH AL ZER OPENING SYSTEM 1 EA DOOR SWEEP APPROVED FOR USE WITH AL ZER OPENING SYSTEM 1 EA THRESHOLD APPROVED FOR USE WITH AL ZER OPENING SYSTEM ** HARDWARE SET IS FOR GUIDELINE ONLY.** - GC TO VERIFY WINDSTORM "CERTIFICATION" OF SPECIFIED HARDWARE W/DOOR SYSTEM. HARDWARE BUILT AS BASIS OF DESIGN AROUND SPECIAL-LITE DOOR SYSTEM. FINAL HARDWARE MAY CHANGE BASED ON SELECTED DOOR SYSTEM. DOOR HARDWARE 25069 - City of Corpus Christi Detention Center 08 7100 - 24 July 31, 2025 HARDWARE SET # C201 For use on Door #(s): 101A 103 120 EACH SGL DOOR(S) TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 2 EA HINGE 5BB1 4.5 X 4.5 A 652 IVE 1 EA ELECTRIC HINGE 5BB1 4.5 X 4.5 TW8 CON 1 EA EU STOREROOM LOCK ND80TDEU RHO RX 12V/24V DC Q 626 SCH CON 1 EA FSIC CORE 20-030 X MATCH EXISTING KEYING • 626 SCH SYSTEM 1 EA SURFACE CLOSER 1461 RW/PA FC TBSRT A 689 LCN X MTG PLT/BRKT/SPCR AS REQ 1 EA KICK PLATE 8400 10" X 2" LDW B-CS A 630 IVE 1 EA FLOOR/WALL STOP FS436/WS406CCV AS REQ • 626 IVE 1 EA GASKETING 488S PSA H & J (USE SILENCERS AT • BK ZER NON -RATED DOORS) DOOR CONTACT BY SECURITY CONTRACTOR CARD READER BY SECURITY CONTRACTOR POWER SUPPLY BY SECURITY CONTRACTOR ** OPERATIONAL DESCRIPTION: DOOR NORMALLY CLOSED AND LOCKED. ENTRY VIA VALID CREDENTIAL OR KEY OVERRIDE. FREE EGRESS AT ALL TIMES. DOOR TO REMAIN LOCKED UPON POWER FAILURE OR FIRE ALARM ACTIVATION. FAIL -SECURE. DOOR STATUS & LATCH BOLT MONITORED DOOR HARDWARE 25069 - City of Corpus Christi Detention Center 087100-25 July 31, 2025 HARDWARE SET # C201HW For use on Door #(s): 110 EACH SGL DOOR(S) TO HAVE: QTY DESCRIPTION 2 EA HINGE 1 EA ELECTRIC HINGE 1 EA EU STOREROOM LOCK 1 EA FSIC CORE 1 EA SURFACE CLOSER 1 EA 1 EA FLOOR/WALL STOP GASKETING SET DOOR CONTACT CARD READER POWER SUPPLY ** OPERATIONAL DESCRIPTION: DOOR NORM CATALOG NUMBER FINISH 5BB1HW 5 X 4.5 A 652 5BB1HW 5 X 4.5 TW8 CON 652 ND80TDEU RHO RX 12V/24V DC Q 626 CON 20-030 X MATCH EXISTING KEYING 626 SCH SYSTEM 1461 H FC TBSRT A 689 LCN X MTG PLT/BRKT/SPCR AS REQ FS436/WS406CCV AS REQ A 626 IVE 488S PSA H & J BK ZER BY SECURITY CONTRACTOR BY SECURITY CONTRACTOR BY SECURITY CONTRACTOR MFR IVE IVE SCH ALLY CLOSED AND LOCKED. ENTRY VIA VALID CREDENTIAL OR KEY OVERRIDE. FREE EGRESS AT ALL TIMES FIRE ALARM ACTIVATION. FAIL -SECURE. DOOR STATUS & LATCH BOLT MONITORED DOOR HARDWARE 25069 - City of Corpus Christi Detention Center . DOOR TO REMAIN LOCKED UPON POWER FAILURE OR 087100-26 July 31, 2025 HARDWARE SET # CW205 For use on Door #(s): 100 1018 105C EACH SGL DOOR(S) TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 2 EA HINGE 5BB1HW 4.5 X 4.5 NRP A 630 IVE 1 EA ELECTRIC HINGE 5BB1HW 4.5 X 4.5 TW8 CON NRP 630 IVE 1 EA EU STOREROOM LOCK ND8OTDEU RHO RX 12V/24V DC Q 626 SCH CON 1 EA FSIC CORE 20-030 X MATCH EXISTING KEYING 626 SCH SYSTEM 1 EA SURFACE CLOSER 4040XP SCUSH TBSRT A 689 LCN X MTG PLT/SPCR/BRKT AS REQ 1 EA KICK PLATE 8400 10" X 2" LDW B-CS A 630 IVE 1 EA RAIN DRIP 142A DW + 4" AA ZER (OMIT @ COVERED AREAS) 1 EA WEATHER STRIPPING APPROVED FOR USE WITH AL ZER OPENING SYSTEM 1 EA DOOR SWEEP APPROVED FOR USE WITH AL ZER OPENING SYSTEM 1 EA THRESHOLD APPROVED FOR USE WITH AL ZER OPENING SYSTEM DOOR CONTACT BY SECURITY CONTRACTOR CARD READER BY SECURITY CONTRACTOR POWER SUPPLY BY SECURITY CONTRACTOR ** HARDWARE SET IS FOR GUIDELINE ONLY.** - GC TO VERIFY WINDSTORM "CERTIFICATION" OF SPECIFIED HARDWARE W/DOOR SYSTEM. HARDWARE BUILT AS BASIS OF DESIGN AROUND SPECIAL-LITE DOOR SYSTEM. FINAL HARDWARE MAY CHANGE BASED ON SELECTED DOOR SYSTEM. ** OPERATIONAL DESCRIPTION: DOOR NORMALLY CLOSED AND LOCKED. ENTRY VIA VALID CREDENTIAL OR KEY OVERRIDE. FREE EGRESS AT ALL TIMES. DOOR TO REMAIN LOCKED UPON POWER FAILURE OR FIRE ALARM ACTIVATION. FAIL -SECURE. DOOR STATUS & LATCH BOLT MONITORED. END OF SECTION 08 71 00 DOOR HARDWARE 25069 - City of Corpus Christi Detention Center 087100-27 July 31, 2025 SECTION 08 80 00 - GLAZING PART 1- GENERAL 1.01 REFERENCE STANDARDS A. 16 CFR 1201 - Safety Standard for Architectural Glazing Materials; Current Edition. B. NFRC 100 - Procedure for Determining Fenestration Product U-factors; 2023. C. NFRC 200 - Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and Visible Transmittance at Normal Incidence; 2023. D. NFRC 300 - Test Method for Determining the Solar Optical Properties of Glazing Materials and Systems; 2023. 1.02 SUMMARY A. Section Includes: 1. Glass products. 2. Laminated glass. 3. Insulating glass. 4. Miscellaneous glazing materials. 1.03 COORDINATION A. Coordinate glazing channel dimensions to provide necessary bite on glass, minimum edge and face clearances, and adequate sealant thicknesses, with reasonable tolerances to achieve proper safety margins for glazing retention under each design load case, load case combination, and service condition. 1.04 PREINSTALLATION MEETINGS A. Preinstallation Conference: Conduct conference at Project site. 1.05 ACTION SUBMITTALS A. Product Data: For each type of product. B. Glass Samples: For each type of glass product other than clear monolithic vision glass; 12 inches (304.8 mm) square. C. Delegated Design Submittal: For glass indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by qualified professional engineer responsible for their preparation. GLAZING 25069 - City of Corpus Christi Detention Center 088000-1 July 31, 2025 1.06 INFORMATIONAL SUBMITTALS A. Product Certificates: For glass. B. Product test reports. C. Preconstruction adhesion and compatibility test report. D. Sample warranties. 1.07 QUALITY ASSURANCE A. Sealant Testing Agency Qualifications: An independent testing agency qualified according to ASTM C1021 to conduct the testing indicated. 1.08 WARRANTY A. Manufacturer's Special Warranty for Coated -Glass Products: Manufacturer agrees to replace coated -glass units that deteriorate within specified warranty period. Deterioration of coated glass is defined as defects developed from normal use that are not attributed to glass breakage or to maintaining and cleaning coated glass contrary to manufacturer's written instructions. Defects include peeling, cracking, and other indications of deterioration in coating. 1. Warranty Period: 10 years from date of Substantial Completion. B. Manufacturer's Special Warranty for Laminated Glass: Manufacturer agrees to replace laminated -glass units that deteriorate within specified warranty period. Deterioration of laminated glass is defined as defects developed from normal use that are not attributed to glass breakage or to maintaining and cleaning laminated glass contrary to manufacturer's written instructions. Defects include edge separation, delamination materially obstructing vision through glass, and blemishes exceeding those allowed by referenced laminated -glass standard. 1. Warranty Period: 10 years from date of Substantial Completion. C. Manufacturer's Special Warranty for Insulating Glass: Manufacturer agrees to replace insulating -glass units that deteriorate within specified warranty period. Deterioration of insulating glass is defined as failure of hermetic seal under normal use that is not attributed to glass breakage or to maintaining and cleaning insulating glass contrary to manufacturer's written instructions. Evidence of failure is obstruction of vision by dust, moisture, or film on interior surfaces of glass. 1. Warranty Period: 10 years from date of Substantial Completion. GLAZING 25069 - City of Corpus Christi Detention Center 088000-2 July 31, 2025 PART 2 - PRODUCTS 2.01 PERFORMANCE REQUIREMENTS A. Delegated Design: Engage a qualified professional engineer to design glazing. B. Structural Performance: Glazing shall withstand the following design loads within limits and under conditions indicated determined in accordance with the IBC and ASTM E1300: 1. Design Wind Pressures: As indicated on Drawings. 2. Thermal Loads: Design glazing to resist thermal stress breakage induced by differential temperature conditions and limited air circulation within individual glass lites and insulated glazing units. C. Windborne-Debris-Impact Resistance: Exterior glazing shall pass ASTM E1886 missile -impact and cyclic -pressure tests in accordance with ASTM E1996 for Wind Zone 1. 1. Large -Missile Test: For glazing located within 30 feet (914.4 cm) of grade. 2. Small -Missile Test: For glazing located between 30 feet (914.4 cm) and 60 feet (1828.8 cm) above grade. D. Safety Glazing: Where safety glazing is indicated, provide glazing that complies with 16 CFR 1201, Category II. E. Thermal and Optical Performance Properties: Provide glass with performance properties specified, as indicated in manufacturer's published test data, based on procedures indicated below: 1. U-Factors: Center -of -glazing values, in accordance with NFRC 100 and based on most current non -beta version of LBL's WINDOW computer program, expressed as Btu/sq. ft. x h x deg F. 2. SHGC and Visible Transmittance: Center -of -glazing values, in accordance with NFRC 200 and based on most current non -beta version of LBL's WINDOW computer program. 3. Visible Reflectance: Center -of -glazing values, in accordance with NFRC 300. F. Acoustic Performance where indicated on drawings: 1. Interior Glazing: 35 STC. 2.02 GLASS PRODUCTS, GENERAL A. Glazing Publications: Comply with published recommendations of glass product manufacturers and organizations below unless more stringent requirements are indicated. See these publications for glazing terms not otherwise defined in this Section or in referenced standards. 1. NGA Publications: "Laminated Glazing Reference Manual" and "Glazing Manual." 2. IGMA Publication for Insulating Glass: SIGMA TM-3000, "North American Glazing Guidelines for Sealed Insulating Glass Units for Commercial and Residential Use." GLAZING 25069 - City of Corpus Christi Detention Center 088000-3 July 31, 2025 B. Safety Glazing Labeling: Where safety glazing is indicated, permanently mark glazing with certification label of manufacturer. Label shall indicate manufacturer's name, type of glass, thickness, and safety glazing standard with which glass complies. C. Insulating -Glass Certification Program: Permanently marked either on spacers or on at least one component lite of units with appropriate certification label of the IGCC. D. Thickness: Where glass thickness is indicated, it is a minimum. Provide glass that complies with performance requirements and is not less than thickness indicated. E. Strength: Where annealed float glass is indicated, provide annealed float glass, heat - strengthened float glass, or fully tempered float glass as needed to comply with "Performance Requirements" Article. Where heat -strengthened float glass is indicated, provide heat - strengthened float glass or fully tempered float glass as needed to comply with "Performance Requirements" Article. Where fully tempered float glass is indicated, provide fully tempered float glass. 2.03 GLASS PRODUCTS, GENERAL A. Thickness: Where glass thickness is indicated, it is a minimum. Provide glass lites in thicknesses as needed to comply with requirements indicated. 1. Minimum Glass Thickness for Exterior Lites: Not less than 0.24 inch (6 mm). 2. Thickness of Tinted Glass: Provide the same thickness for each tint color indicated throughout the Project. B. Strength: Where float glass is indicated, provide annealed float glass, Kind HS heat -treated float glass, or Kind FT heat -treated float glass as needed to comply with "Performance Requirements" Article. Where heat -strengthened glass is indicated, provide Kind HS heat - treated float glass or Kind FT heat -treated float glass as needed to comply with "Performance Requirements" Article. Where fully tempered glass is indicated, provide Kind FT heat -treated float glass. C. Windborne-Debris-Impact Resistance: Provide exterior glazing that passes basic protection testing requirements in ASTM E 1996 for Wind Zone 1 when tested according to ASTM E 1886. Test specimens shall be no smaller in width and length than glazing indicated for use on the Project and shall be installed in the same manner as glazing indicated for use on the Project. 1. Large -Missile Test: For glazing located within 30 feet (914.4 cm) of grade. 2. Small Missile Test: For glazing located more than 30 feet (914.4 cm) above grade. 3. Large -Missile Test: For all glazing, regardless of height above grade. D. Thermal and Optical Performance Properties: Provide glass with performance properties specified, as indicated in manufacturer's published test data, based on procedures indicated below: 1. For monolithic -glass lites, properties are based on units with lites 0.24 inch (6 mm) thick. 2. For laminated -glass lites, properties are based on products of construction indicated. GLAZING 25069 - City of Corpus Christi Detention Center 088000-4 July 31, 2025 3. For insulation -glass units, properties are based on units of thickness indicated for overall unit and for each lite. 4. U-Factors: Center -of -glazing values, according to NFRC 100 and based on LBL's WINDOW 5.2 computer program, expressed as Btu/sq.ft. x h x deg F. 5. Solar Heat -Gain Coefficient and Visible Transmittance: Center -of -glazing values, according to NFRC 200 and based on LBL's WINDOW 5.2 computer program. 6. Visible Reflectance: Center -of -glazing values, according to NFRC 300. 2.04 GLASS PRODUCTS A. Clear Annealed Float Glass: ASTM C1036, Type I, Class 1 (clear), Quality-Q3. B. Tinted Annealed Float Glass: ASTM C1036, Type I, Class 2 (tinted), Quality-Q3. C. Fully Tempered Float Glass: ASTM C1048, Kind FT (fully tempered), Condition A (uncoated) unless otherwise indicated, Type I, Class 1 (clear) or Class 2 (tinted) as indicated, Quality-Q3. D. Heat -Strengthened Float Glass: ASTM C1048, Kind HS (heat strengthened), Type I, Condition A (uncoated) unless otherwise indicated, Type I, Class 1 (clear) or Class 2 (tinted) as indicated, Quality-Q3. E. Reflective- and Low-E-Coated Vision Glass: ASTM C1376. 2.05 LAMINATED GLASS A. Laminated Glass: ASTM C1172. Use materials that have a proven record of no tendency to bubble, discolor, or lose physical and mechanical properties after fabrication and installation. 1. Construction: Laminate glass with polyvinyl butyral interlayer or cast -in -place and cured - transparent -resin interlayer to comply with interlayer manufacturer's written instructions. 2. Interlayer Thickness: Provide thickness not less than that indicated and as needed to comply with requirements. 3. Interlayer Color: Clear unless otherwise indicated. B. Windborne-Debris-Impact-Resistant Laminated Glass: Comply with requirements specified above for laminated glass except laminate glass with one of the following to comply with interlayer manufacturer's written instructions: 1. Construction: Laminate glass with polyvinyl butyral interlayer reinforced with polyethylene terephthalate film to comply with interlayer manufacturer's written instructions. 2. Interlayer Thickness: Provide thickness not less than that indicated and as needed to comply with requirements. 3. Interlayer Color: Clear unless otherwise indicated. GLAZING 25069 - City of Corpus Christi Detention Center 088000-5 July 31, 2025 2.06 INSULATING GLASS A. Insulating -Glass Units: Factory -assembled units consisting of sealed lites of glass separated by a dehydrated interspace, qualified in accordance with ASTM E2190. 1. Sealing System: Dual seal, with manufacturer's standard primary and secondary sealants. 2. Perimeter Spacer: Manufacturer's standard spacer material and construction. 3. Desiccant: Molecular sieve or silica gel, or a blend of both. 2.07 GLAZING SEALANTS A. General: 1. Compatibility: Compatible with one another and with other materials they contact, including glass products, seals of insulating -glass units, and glazing channel substrates, under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field experience. 2. Suitability: Comply with sealant and glass manufacturers' written instructions for selecting glazing sealants suitable for applications indicated and for conditions existing at time of installation. 3. Colors of Exposed Glazing Sealants: As selected by Architect from Manufacturer's full range of colors. 2.08 MISCELLANEOUS GLAZING MATERIALS A. Cleaners, Primers, and Sealers: Types recommended by sealant or gasket manufacturer. B. Setting Blocks: 1. Elastomeric with Shore A durometer hardness of 85, plus or minus 5. 2. Type recommended in writing by sealant or glass manufacturer. C. Spacers: 1. Elastomeric blocks or continuous extrusions of hardness required by glass manufacturer to maintain glass lites in place for installation indicated. 2. Type recommended in writing by sealant or glass manufacturer. D. Edge Blocks: 1. Elastomeric with Shore A durometer hardness per manufacturer's written instructions. 2. Type recommended in writing by sealant or glass manufacturer. E. Cylindrical Glazing Sealant Backing: ASTM C1330, Type 0 (open -cell material), of size and density to control glazing sealant depth and otherwise produce optimum glazing sealant performance. GLAZING 25069 - City of Corpus Christi Detention Center 088000-6 July 31, 2025 PART 3 - EXECUTION 3.01 GLAZING, GENERAL A. Comply with combined written instructions of manufacturers of glass, sealants, gaskets, and other glazing materials, unless more stringent requirements are indicated, including those in referenced glazing publications. B. Protect glass edges from damage during handling and installation. Remove damaged glass from Project site and legally dispose of off Project site. Damaged glass includes glass with edge damage or other imperfections that, when installed, could weaken glass, impair performance, or impair appearance. C. Apply primers to joint surfaces where required for adhesion of sealants, as determined by preconstruction testing. D. Install setting blocks in sill rabbets, sized and located to comply with referenced glazing publications, unless otherwise required by glass manufacturer. Set blocks in thin course of compatible sealant suitable for heel bead. E. Do not exceed edge pressures stipulated by glass manufacturers for installing glass lites. F. Provide spacers for glass lites where length plus width is larger than 50 inches (1270 mm). G. Provide edge blocking where indicated or needed to prevent glass lites from moving sideways in glazing channel, as recommended in writing by glass manufacturer and in accordance with requirements in referenced glazing publications. 3.02 GASKET GLAZING (DRY) A. Cut compression gaskets to lengths recommended by gasket manufacturer to fit openings exactly, with allowance for stretch during installation. B. Insert soft compression gasket between glass and frame or fixed stop so it is securely in place with joints miter cut and bonded together at corners. C. Installation with Drive-in Wedge Gaskets: Center glass lites in openings on setting blocks, and press firmly against soft compression gasket by inserting dense compression gaskets formed and installed to lock in place against faces of removable stops. Start gasket applications at corners and work toward centers of openings. Compress gaskets to produce a weathertight seal without developing bending stresses in glass. Seal gasket joints with sealant recommended in writing by gasket manufacturer. D. Installation with Pressure -Glazing Stops: Center glass lites in openings on setting blocks, and press firmly against soft compression gasket. Install dense compression gaskets and pressure - glazing stops, applying pressure uniformly to compression gaskets. Compress gaskets to produce a weathertight seal without developing bending stresses in glass. Seal gasket joints with sealant recommended in writing by gasket manufacturer. E. Install gaskets so they protrude past face of glazing stops. GLAZING 25069 - City of Corpus Christi Detention Center 088000-7 July 31, 2025 3.03 SEALANT GLAZING (WET) A. Install continuous spacers, or spacers combined with cylindrical sealant backing, between glass lites and glazing stops to maintain glass face clearances and to prevent sealant from extruding into glass channel and blocking weep systems until sealants cure. Secure spacers or spacers and backings in place and in position to control depth of installed sealant relative to edge clearance for optimum sealant performance. B. Force sealants into glazing channels to eliminate voids and to ensure complete wetting or bond of sealant to glass and channel surfaces. C. Tool exposed surfaces of sealants to provide a substantial wash away from glass. 3.04 CLEANING AND PROTECTION A. Immediately after installation, remove non -permanent labels and clean surfaces. B. Protect glass from contact with contaminating substances resulting from construction operations. Examine glass surfaces adjacent to or below exterior concrete and other masonry surfaces at frequent intervals during construction, but not less than once a month, for buildup of dirt, scum, alkaline deposits, or stains. 1. If, despite such protection, contaminating substances do contact with glass, remove substances immediately as recommended in writing by glass manufacturer. Remove and replace glass that cannot be cleaned without damage to coatings. C. Remove and replace glass that is damaged during construction period. 3.05 LAMINATED GLASS SCHEDULE A. Clear Laminated Glass - Type GL-2: Two plies of fully tempered float glass. 1. Minimum Thickness of Each Glass Ply: 0.24 inch (6 mm). 2. Interlayer Thickness: 0.060 inch (1.52 mm). 3. Overall Unit Thickness: 9/16 inch (14.29 mm). 4. Safety glazing label required. 3.06 INSULATING -LAMINATED -GLASS SCHEDULE A. Low-E-Coated, Tinted, Insulating Laminated Glass - Type GL-1: 1. Basis -of -Design Product: Viracon VE24-48 Stormguard 2. Large missile impact resistant 3. Overall Unit Thickness: 1-5/16 inch (33 mm). 4. Minimum Thickness of Outdoor Lite: 0.24 inch (6 mm). 5. Interspace Content: Air. GLAZING 25069 - City of Corpus Christi Detention Center 088000-8 July 31, 2025 6. Indoor Lite: Clear laminated glass with two plies of heat -strengthened float glass. a. Minimum Thickness of Each Glass Ply: 0.24 inch (6 mm). b. Interlayer Thickness: enhanced polyvinyl butyral 0.100 inch (1.52 mm). 7. Low-E Coating: Pyrolytic on second surface. 8. Safety glazing label required. END OF SECTION 08 80 00 GLAZING 25069 - City of Corpus Christi Detention Center 088000-9 July 31, 2025 SECTION 09 22 16 - NON-STRUCTURAL METAL FRAMING PART 1- GENERAL 1.01 SUMMARY A. Section Includes: 1. Non -load -bearing steel framing systems for interior partitions, ceilings and soffits. 1.02 ACTION SUBMITTALS A. Product Data: For each type of product. 1.03 INFORMATIONAL SUBMITTALS A. Product Certificates: For each type of code -compliance certification for studs and tracks. PART 2 - PRODUCTS 2.01 PERFORMANCE REQUIREMENTS A. STC-Rated Assemblies: For STC-rated assemblies, provide materials and construction identical to those tested in assembly indicated on Drawings, according to ASTM E90 and classified according to ASTM E413 by an independent testing agency. 2.02 FRAMING SYSTEMS A. Framing Members, General: Comply with AISI S220 and ASTM C645, Section 10 for conditions indicated. 1. Steel Sheet Components: Comply with AISI S220 and ASTM C645, Section 10 requirements for metal unless otherwise indicated 2. Protective Coating: Comply with AISI S220; ASTM A653/A653M, G40; or coating with equivalent corrosion resistance. Galvannealed products are unacceptable. a. Coating demonstrates equivalent corrosion resistance with an evaluation report acceptable to authorities having jurisdiction. B. Studs and Track: AISI S220 and ASTM C645, Section 10. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. ClarkDietrich. b. Marino\WARE. c. Phillips Manufacturing Co. NON-STRUCTURAL METAL FRAMING 25069 - City of Corpus Christi Detention Center 092216-1 July 31, 2025 2. Minimum Base -Steel Thickness: As required by performance requirements for horizontal deflection, 25 Gauge minimum typical. Provide 20 Gauge minimum at all locations with ceramic tile finish. 3. Depth: As indicated on Drawings. C. Slip -Type Head Joints: Where indicated, provide the following: 1. Double -Track System: ASTM C645 top outer tracks, inside track with 2-inch- deep flanges in thickness not less than indicated for studs and fastened to studs, and outer track sized to friction -fit over inner track. D. Cold -Rolled Channel Bridging: Steel, 0.0538-inch minimum base -steel thickness, with minimum 1/2-inch- wide flanges. 1. Depth: 1-1/2 inches (38 mm). 2. Clip Angle: Not less than 1-1/2 by 1-1/2 inches (38 mm), 0.068-inch- thick, galvanized steel. E. Hat -Shaped, Rigid Furring Channels: ASTM C645. 1. Minimum Base -Steel Thickness: 0.0296 inch (0.75 mm). 2. Depth: 7/8 inch (22.22 mm). 2.03 SUSPENSION SYSTEMS A. Tie Wire: ASTM A641/A641M, Class 1 zinc coating, soft temper, 0.062-inch- diameter wire, or double strand of 0.048-inch- diameter wire. B. Wire Hangers: ASTM A641/A641M, Class 1 zinc coating, soft temper, 0.16 inch (4.06 mm) in diameter. C. Flat Hangers: Steel sheet, 1 by 3/16 inch (4.76 mm) by length indicated. D. Carrying Channels (Main Runners): Cold -rolled, commercial -steel sheet with a base -steel thickness of 0.0538 inch (1.37 mm) and minimum 1/2-inch- wide flanges. 1. Depth: 1-1/2 inches (38 mm). E. Furring Channels (Furring Members): 1. Cold -Rolled Channels: 0.0538-inch uncoated -steel thickness, with minimum 1/2-inch- wide flanges, 3/4 inch (19.05 mm) deep. 2. Steel Studs and Tracks: ASTM C645. Use either conventional steel studs and tracks or embossed, high -strength steel studs and tracks. a. Minimum Base -Steel Thickness: 0.033 inches (0.84 mm) or as indicated on drawings. b. Depth: As indicated on Drawings. 3. Hat -Shaped, Rigid Furring Channels: ASTM C645, 7/8 inch (22.22 mm) deep. a. Minimum Base -Steel Thickness: 0.024 inches (0.61 mm). NON-STRUCTURAL METAL FRAMING 25069 - City of Corpus Christi Detention Center 092216-2 July 31, 2025 4. Resilient Furring Channels: 1/2-inch- deep members designed to reduce sound transmission. a. Configuration: Asymmetrical. 2.04 AUXILIARY MATERIALS A. General: Provide auxiliary materials that comply with referenced installation standards. 1. Fasteners for Steel Framing: Of type, material, size, corrosion resistance, holding power, and other properties required to fasten steel members to substrates. PART 3 - EXECUTION 3.01 INSTALLATION, GENERAL A. Installation Standard: ASTM C754. 1. Gypsum Board Assemblies: Also comply with requirements in ASTM C840 that apply to framing installation. B. Install framing and accessories plumb, square, and true to line, with connections securely fastened. C. Install supplementary framing, and blocking to support fixtures, equipment services, heavy trim, grab bars, toilet accessories, furnishings, or similar construction. D. Install bracing at terminations in assemblies. E. Do not bridge building control and expansion joints with non -load -bearing steel framing members. Frame both sides of joints independently. 3.02 INSTALLING FRAMED ASSEMBLIES A. Install framing system components according to spacings indicated, but not greater than spacings required by referenced installation standards for assembly types. B. Where studs are installed directly against exterior masonry walls or dissimilar metals at exterior walls, install isolation strip between studs and exterior wall. C. Install studs so flanges within framing system point in same direction. D. Install tracks at floors and overhead supports. Extend framing full height to structural supports or substrates above suspended ceilings except where partitions are indicated to terminate at suspended ceilings. Continue framing around ducts that penetrate partitions above ceiling. 1. Slip -Type Head Joints: Where framing extends to overhead structural supports, install to produce joints at tops of framing systems that prevent axial loading of finished assemblies. 2. Door Openings: Screw vertical studs at jambs to jamb anchor clips on door frames; install track section (for cripple studs) at head and secure to jamb studs. NON-STRUCTURAL METAL FRAMING 25069 - City of Corpus Christi Detention Center 092216-3 July 31, 2025 a. Install two studs at each jamb unless otherwise indicated. b. Extend jamb studs through suspended ceilings and attach to underside of overhead structure. 3. Other Framed Openings: Frame openings other than door openings the same as required for door openings unless otherwise indicated. Install framing below sills of openings to match framing required above door heads. 4. Sound -Rated Partitions: Install framing to comply with sound -rated assembly indicated. E. Direct Furring: 1. Attach to concrete or masonry with stub nails, screws designed for masonry attachment, or powder -driven fasteners spaced 24 inches (609.6 mm) o.c. F. Installation Tolerance: Install each framing member so fastening surfaces vary not more than 1/8 inch (3.18 mm) from the plane formed by faces of adjacent framing. END OF SECTION 09 22 16 NON-STRUCTURAL METAL FRAMING 25069 - City of Corpus Christi Detention Center 092216-4 July 31, 2025 SECTION 09 29 00 - GYPSUM BOARD PART 1- GENERAL 1.01 REFERENCE STANDARDS A. 40 CFR 59, Subpart D - National Volatile Organic Compound Emission Standards for Architectural Coatings; U.S. Environmental Protection Agency; Current Edition. B. ANSI A108.11 - American National Standard Specifications for Interior Installation of Cementitious Backer Units; 2023. C. ASTM C475/C475M - Standard Specification for Joint Compound and Joint Tape for Finishing Gypsum Board; 2017 (Reapproved 2022). D. ASTM C1047 - Standard Specification for Accessories for Gypsum Wallboard and Gypsum Veneer Base; 2019. E. ASTM C1396/C1396M - Standard Specification for Gypsum Board; 2017. F. GA-216 - Application and Finishing of Gypsum Panel Products; 2024. G. GA-600 - Fire Resistance and Sound Control Design Manual; 2024. 1.02 SUMMARY A. Section Includes: 1. Interior gypsum board. 2. Texture finishes. 1.03 ACTION SUBMITTALS A. Product Data: 1. Gypsum board, Type X. 2. Abuse -resistant gypsum board. 3. Glass -mat, water-resistant backing board. 4. Interior trim. 5. Joint treatment materials. 6. Sound -attenuation blankets. 7. Acoustical sealant. 8. Textured finishes. B. Samples: 1. Submit samples for each texture finish indicated on the same backing indicated for Work. GYPSUM BOARD 25069 - City of Corpus Christi Detention Center 092900-1 July 31, 2025 2. Submit full size samples in 12-inch-long lengths for each exposed trim accessory indicated. 1.04 QUALITY ASSURANCE A. Single -Source Responsibility for Panel Products: Obtain each type of gypsum board and other panel products from a single manufacturer. B. Single -Source Responsibility for Finishing Materials: Obtain finishing materials from either the same manufacturer that supplies gypsum board and other panel products or from a manufacturer acceptable to gypsum board manufacturer. C. Mockups: Before beginning gypsum board installation, install mockups of at least 100 sq. ft. in surface area to demonstrate aesthetic effects and set quality standards for materials and execution. 1. Install mockups for the following: a. Each level of gypsum board finish indicated for use in exposed locations. 2. Apply or install final decoration indicated, including painting and wallcoverings, on exposed surfaces for review of mockups. 3. Simulate finished lighting conditions for review of mockups. 4. Subject to compliance with requirements, approved mockups may become part of the completed Work if undisturbed at time of Substantial Completions. 1.05 DELIVERY, STORAGE AND HANDLING A. Deliver materials in original packages, containers, or bundles bearing brand name and identification of manufacturer or supplier. B. Store materials inside under cover and keep them dry and protected against damage from weather, direct sunlight, surface contamination, corrosion, construction traffic, and other causes. Stack gypsum panels flat to prevent sagging. C. Handle gypsum board to prevent damage to edges, ends and surfaces. Do not bend or otherwise damage metal corner beads and trim. 1.06 FIELD CONDITIONS A. Comply with ASTM C 840 requirements or gypsum board manufacturer's written recommendations, whichever are more stringent. B. Installation of gypsum board joint treatments shall not start until the space to receive gypsum board joint treatments is heated to maintain a continuous and uniform temperature of not less than 55 deg. F, from one week prior to beginning of joint treatment until joint treatment is completed and thoroughly dry. Ventilation, either natural or supplied by fans, circulators or air conditioning systems shall be provided to remove excess moisture during joint treatment. Temperature requirements may be waived only on recommendation of gypsum board manufacturer. GYPSUM BOARD 25069 - City of Corpus Christi Detention Center 092900-2 July 31, 2025 PART 2 - PRODUCTS 2.01 PERFORMANCE REQUIREMENTS A. STC-Rated Assemblies: For STC-rated assemblies, provide materials and construction identical to those tested in assembly indicated according to ASTM E90 and classified according to ASTM E413 by an independent testing agency. 1. STC-Rated Assemblies: Indicated by design designations form GA-600, "Fire Resistance Design Manual." 2.02 GYPSUM BOARD, GENERAL A. General: For fire -rated assemblies, provide materials, including accessories and fasteners produced by one manufacturer, or, when products of more than one manufacturer are used in a rated system, they shall be acceptable to authorities having jurisdiction. B. Size: Provide maximum lengths and widths available that will minimize joints in each area and that correspond with support system indicated. 2.03 INTERIOR GYPSUM BOARD A. Gypsum Board, Type X: ASTM C1396/C1396M. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. American Gypsum. b. Certainteed; SAINT-GOBAIN. c. Georgia-Pacific Gypsum LLC. d. National Gypsum Company. e. USG Corporation. 2. Thickness: 5/8 inch (15.88 mm). 3. Long Edges: Tapered. 4. Location: At ceilings, and where indicated on Drawings. B. Abuse -Resistant Gypsum Board, Type X: ASTM C1396/C1396M gypsum board, tested according to ASTM C1629/C1629M. 1. Surface Abrasion: ASTM C1629/C1629M, meets or exceeds requirements. 2. Indentation: ASTM C1629/C1629M, meets or exceeds requirements. 3. Soft -Body Impact: ASTM C1629/C1629M, meets or exceeds requirements. 4. Long Edges: Tapered. GYPSUM BOARD 25069 - City of Corpus Christi Detention Center 092900-3 July 31, 2025 5. Mold Resistance: ASTM D3273, score of 10 as rated according to ASTM D3274. 6. Location: At ALL walls except where moisture resistant gypsum board is required. C. Moisture and Mold -Resistant Gypsum Board: ASTM C1396/C1396M. With moisture- and mold - resistant core and paper surfaces. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. American Gypsum. b. Certainteed; SAINT-GOBAIN. c. Georgia-Pacific Gypsum LLC. d. National Gypsum Company. e. USG Corporation. 2. Core: 5/8 inch (15.88 mm), Type X. 3. Long Edges: Tapered. 4. Mold Resistance: ASTM D3273, score of 10 as rated according to ASTM D3274. 5. Location: At all walls in bathrooms and at wet walls. 2.04 TRIM ACCESSORIES A. Interior Trim: ASTM C1047.C1047; formed metal sheet steel zinc coated by hot -dipped process. 1. Shapes indicated below by reference to Fig.1 designations in ASTM C 1047: a. Cornerbead, Impact -resistant (PR1): Pittcon SO-HSN-90, Fry DMCT-1250 or equivalent: Use at outside corners. b. Drywall Control Joints: ClarkDietrich 093 Zinc Control Joint (ZNCJ). 1) At ceilings and walls. Refer to drawings. c. Drywall Expansion Control Joints: Pittcon SWR-CJ-025-050 Series (1/4 inch). 1) At walls. Refer to drawings. d. LC -Bead: J-shaped; exposed long flange receives joint compound; use at exposed panel edges. e. J-Mould: J-shaped; exposed short flange does not receive joint compound: Use where indicated. 2.05 JOINT TREATMENT MATERIALS A. General: Comply with ASTM C475/C475M and with the recommendations of both the manufacturers of the products and joint treatment materials for each application indicated. B. Joint Tape: GYPSUM BOARD 25069 - City of Corpus Christi Detention Center 092900-4 July 31, 2025 1. Interior Gypsum Board: Paper. C. Joint Compound for Interior Gypsum Board: For each coat, use formulation that is compatible with other compounds applied on previous or for successive coats. 1. Prefilling: At open joints and damaged surface areas, use setting -type taping compound. 2. Embedding and First Coat: For embedding tape and first coat on joints, fasteners, and trim flanges, use setting -type taping compound. 3. Fill Coat: For second coat, use setting -type, sandable topping compound. 4. Finish Coat: For third coat, use drying -type, all purpose compound. 5. Skim Coat: For final coat of Level 5 finish, use drying -type, all-purpose compound. 2.06 AUXILIARY MATERIALS A. Provide auxiliary materials that comply with referenced installation standards and manufacturer's written instructions. B. Laminating Adhesive: Adhesive or joint compound recommended for directly adhering gypsum panels to continuous substrate. C. Steel Drill Screws: ASTM C1002 unless otherwise indicated. 1. Use screws complying with ASTM C954 for fastening panels to steel members from 0.033 to 0.112 inch (2.84 mm) thick. 2. For fastening cementitious backer units, use screws of type and size recommended by panel manufacturer. D. Sound -Attenuation Blankets: ASTM C665, Type I (blankets without membrane facing) produced by combining thermosetting resins with mineral fibers manufactured from glass, slag wool, or rock wool. 1. Fire -Resistance -Rated Assemblies: Comply with mineral -fiber requirements of assembly. 2. Product: Subject to compliance with requirements, provide one of the following: a. Roxul AFB; Roxul Inc. b. Rockwool Acoustic Slabs; Rockwool Ltd. c. SAFB Blankets; Thermafiber LLC. E. Acoustical Sealant for Exposed and Concealed Joints: Nonsag, paintable, nonstaining, latex sealant, with a VOC content of 250 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24), complying with ASTM C 834 that effectively reduces airborne sound transmission through perimeter joints and opening in building construction as demonstrated by testing representative assemblies according to ASTM E 90. One of the following: 1. SHEETROCK Acoustical Sealant; U.S. Gypsum. 2. AC-20 FTR; Pecora. GYPSUM BOARD 25069 - City of Corpus Christi Detention Center 092900-5 July 31, 2025 F. Thermal Insulation: As specified in Section 07 21 00 "Thermal Insulation." G. Laminating Adhesive: Adhesive recommended by the manufacturer for directly adhering gypsum panels to continuous substrate. 2.07 TEXTURE FINISHES A. Primer: As recommended by textured finish manufacturer. B. Textured finish as directed by Architect. PART 3 - EXECUTION 3.01 EXAMINATION A. Examine substrates to which gypsum board assemblies attach or abut, installed door frames and structural framing with Installer present for compliance with requirements for installation tolerances and other conditions affecting performance of assemblies specified in this Section. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.02 APPLYING AND FINISHING PANELS A. Gypsum Board Application and Finishing Standards: Install and finish gypsum panels to comply with ASTM C 840, GA-216, and the gypsum board manufacturer's recommendations, where standards conflict, the more stringent shall apply. Install specialty gypsum board as specified below except where manufacturer's instructions conflict; follow manufacturer's instructions for specialty performance board to maintain warranty coverage. B. Install sound attenuation blankets before installing gypsum panels, unless blankets are readily installed after panels have been installed on one side. C. Single -Layer Application: 1. On ceilings, apply gypsum panels before wall/partition board application to the greatest extent possible and at right angles to framing, unless otherwise indicated. Install ceiling board panels across framing to minimize the number of abutting end joints and to avoid abutting end joints in the central area of each ceiling. Stagger abutting end joints of adjacent panels not less than one framing member. 2. On partitions/walls, apply gypsum panels vertically (parallel to framing), unless otherwise indicated or required by fire -resistance -rated assembly, and minimize end joints or avoid them entirely. a. Stagger abutting end joints not less than one framing member in alternate courses of board. b. At high walls, install panels horizontally, unless otherwise indicated or required by fire -resistance -rated assembly. D. Multilayer Application: GYPSUM BOARD 25069 - City of Corpus Christi Detention Center 092900-6 July 31, 2025 1. On ceilings, apply gypsum board indicated for base layers before applying base layers on walls/partitions; apply base layers in the same sequence. Apply base layers at right angles to framing members and offset face layer joints one framing member, 16 inches (406.4 mm) minimum, from parallel base joints, unless otherwise indicated or required by fire - resistance -rated assembly. 2. On partitions/walls: Apply gypsum board indicated for base layers and face layers vertically (parallel to framing) with joints of base layers located over stud or furring member and face -layer joints offset at least one stud or furring member with base -layer joints, unless otherwise indicated or required by fire -resistance -rated assembly. Stagger joints on opposite side of partitions. E. Single -Layer Fastening Methods: Apply gypsum panels to supports with steel drill screws. F. Multi -Layer Fastening Methods: Fasten base layers and face layers separately to supports with screws. G. Laminating to Substrate: Where gypsum panels are indicated as directly adhered to a substrate (other than studs, furring members, or base layer of gypsum board), comply with gypsum board manufacturer's written recommendations and temporarily brace or fasten gypsum panels until fastening adhesive has set. H. Tile Backing Panels: 1. Cementitious Backer Unit Application: ANSI A108.11 at showers, where substrates are indicated to receive Tile Units having a face dimension greater than 8 by 8 inches (203.2 mm), and where otherwise indicated. I. Install gypsum panels with face side out. Do not install imperfect, damaged, or damp panels. Butt panels together for a light contact at edges and ends with not more than 1/16 inch (1.59 mm) of open space between panels. Do not force into place. J. Locate edge and end joints over supports, except in ceiling applications where intermediate supports or gypsum board back -blocking is provided behind end joints. Do not place tapered edges against cut edges or ends. Stagger vertical joints on opposite side of partitions. K. Attach gypsum panels to steel studs so leading edge or end of each panel is attached to open (unsupported) edges of stud flanges first. L. Attach gypsum panels to framing provided at openings and cutouts. M. Cover both faces of steel stud partition framing with gypsum panels in concealed spaces (above ceilings, etc.), except in chases braced internally. 1. Fit gypsum panels around ducts, pipes and conduits. 2. Where partitions intersect open exterior and interior wall kickers, and other structural members projecting below underside of floor/roof slabs and decks, cut gypsum panels to fit profile formed by the wall kickers and other structural members; allow 1/4- to 3/8-inch- wide joints to install sealant. GYPSUM BOARD 25069 - City of Corpus Christi Detention Center 092900-7 July 31, 2025 3. Where chase walls are shown, provide bracing between parallel rows of studs. Unless otherwise shown, provide gypsum board braces no less than 1/2-inch thick by 12 inches (304.8 mm) wide and cut to width of chase. Locate at quarter points in wall height between each pair of parallel studs. Fasten with not less than 3 screws at each stud. N. Isolate perimeter of non -load -bearing gypsum board partitions at structural abutments, except floors. Provide 1/4- to 1/2-inch-wide spaces at these locations, and trim edges with U-bead edge trim where edges of gypsum panels are exposed. Seal joints between edges and abutting structural surfaces with acoustical sealant. O. STC-Rated Assemblies: Seal construction at perimeters, behind control and expansion joints, and at openings and penetrations with a continuous bead of acoustical sealant. Install acoustical sealant at both faces of partitions at perimeters and through penetrations. Comply with ASTM C 919 and manufacturer's written recommendations for locating edge trim and closing off sound -flanking paths around or through gypsum board assemblies, including sealing partitions above acoustical ceilings. P. Cut openings in gypsum board for electrical outlets, piping and other penetrations. Maintain close tolerances so that edges will be covered by plates and escutcheons. Cut both face and back paper. Do not install electrical outlets back-to-back on opposing sides of partitions. Q. Space fasteners in gypsum panels according to referenced gypsum board application and finishing standard and manufacturer's written recommendations. 1. Space screws a maximum of 12 inches (304.8 mm) o.c. for vertical applications. 2. Space fasteners in panels that are tile substrates a maximum of 8 inches (203.2 mm) o.c. 3. Install fasteners not less than 3/8-inch from ends or edges of gypsum board sheets, spacing fasteners opposite each other on adjacent ends or edges. 4. Begin fastening from center of gypsum board and proceed toward edges and corners. 5. Apply pressure on surface of gypsum board adjacent to fasteners being driven to insure that gypsum board will be secured tightly to supporting members. a. Drive fastener with shank perpendicular to face of board. b. Drive screws with a power screwdriver as recommended by gypsum board manufacturer. Set heads of screws slightly below surface of paper without cutting paper. 3.03 INSTALLING TRIM ACCESSORIES A. General: Fasten trim accessories according to manufacturer's written instructions for type, length, and spacing of fasteners. B. Install corner beads at external corners. C. Install interior trim accessories where edge of gypsum panels would otherwise be exposed or semi -exposed. Provide interior trim accessories with face flange formed to receive joint compound. GYPSUM BOARD 25069 - City of Corpus Christi Detention Center 092900-8 July 31, 2025 D. Install aluminum trim accessories where indicated. E. Install expansion control joints in locations indicated and where directed by the Architect. F. Install control joints in locations indicated and where directed by the Architect for visual effect, or if not indicated or directed by the Architect, provide control joints in accordance with ASTM C 840 which is as follows: 1. Where a partition, wall or ceiling traverses a construction joint (expansion, seismic or building control element) in the base building structure. 2. Where a wall or a partition runs in an uninterrupted straight plane exceeding 30 linear feet. 3. Control joints in interior ceilings with a perimeter relief shall be installed so that linear dimensions between control joints do not exceed 50 feet (1524 cm) and total area between control joints does not exceed 2500 sq feet (2.69107 sq cm). 4. Control joints in interior ceilings without perimeter relief shall be installed so that linear dimensions between controls joints do not exceed 30 feet (914.4 cm) and total area between control joints does not exceed 900 sq feet (0.96878 sq cm). 5. A control joint or intermediate blocking shall be installed where ceiling framing members change direction. 3.04 FINISHING GYPSUM BOARD ASSEMBLIES A. General: Apply joint treatment at gypsum board joints, flanges of interior trim and aluminum trim accessories, interior angles, control joints, penetrations, fastener heads, surface defects, and elsewhere as required to prepare gypsum board surfaces for decoration and levels of gypsum board finish indicated. Produce surfaces free of tool marks and ridges ready for decoration of type indicated. Promptly remove residual joint compound from adjacent surfaces. B. Prefill open joints and damaged surface areas. C. Apply joint tape over gypsum board joints, except for trim products specifically indicated as not intended to receive tape. D. Glass -Mat, Water -Resistant Backing Panels: Do not use paper tape and joint compound. Finish according to manufacturer's written instructions. E. Gypsum Board Finish Levels: Finish panels to levels indicated below and according to ASTM C840: 1. Level 1: Embed tape at joints in ceiling plenum areas, concealed areas, and where indicated, unless a higher level of finish is required forfire-resistance-rated assemblies and sound -rated assemblies. 2. Level 2: Embed tape and apply separate first coat of joint compound to tape, fasteners and trim flanges where panels are substrate for tile and where indicated. 3. Level 3: Typically not used. GYPSUM BOARD 25069 - City of Corpus Christi Detention Center 092900-9 July 31, 2025 4. Level 4: Embed tape and apply separate first, fill and finish coats of joint compound to tape, fasteners, and trim flanges at panel surfaces that will be exposed to view, unless otherwise indicated. 5. Level 5: Embed tape and apply separate first, fill and finish coats of joint compound to tape, fasteners, and trim flanges, and apply skim coat of joint compound over entire surface where gypsum board is indicated to receive wall coverings, semi -gloss and high gloss paints, and Italian plaster. F. Glass -Mat Faced Panels: Finish according to manufacturer's written instructions. 3.05 APPLYING TEXTURE FINISHES A. Surface Preparation and Primer: Prepare and apply primer to gypsum panels and other surfaces receiving texture finishes. Apply primer to surfaces that are clean, dry, and smooth. B. Texture Finish Application: Mix and apply finish using powered spray equipment, to produce a uniform texture free of starved spots or other evidence of thin application or of application patterns. 3.06 CLEANING AND PROTECTION A. Clean floors of all gypsum board debris and leave broom clean. Excess material, scaffolding, tools and equipment are to be removed upon completion of the Work. B. Protect installed products from damage from weather, condensation, direct sunlight, construction, and other causes during remainder of the construction period. C. Remove and replace panels that are wet, moisture damaged, and mold damaged. END OF SECTION 09 29 00 GYPSUM BOARD 25069 - City of Corpus Christi Detention Center 092900-10 July 31, 2025 SECTION 09 65 00 - RESILIENT FLOORING PART 1- GENERAL 1.01 SECTION INCLUDES A. Resilient tile flooring. B. Installation accessories. 1.02 REFERENCE STANDARDS A. ASTM F1700 - Standard Specification for Solid Vinyl Floor Tile; 2020. 1.03 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements for submittal procedures. B. Product Data: Provide data on specified products, describing physical and performance characteristics; including sizes, patterns and colors available; and installation instructions. C. Shop Drawings: Indicate floor patterns. D. Selection Samples: Submit manufacturer's complete set of color samples for Architect's initial selection. E. Concrete Subfloor Test Report: Submit a copy of the moisture and alkalinity (pH) test reports. F. Certification: Prior to installation of flooring, submit written certification by flooring manufacturer and adhesive manufacturer that condition of subfloor is acceptable. G. Maintenance Data: Include maintenance procedures, recommended maintenance materials, and suggested schedule for cleaning, stripping, and re -waxing. 1.04 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing specified flooring with minimum three years documented experience. B. Installer Qualifications: Company specializing in installing specified flooring with minimum three years documented experience. 1.05 DELIVERY, STORAGE, AND HANDLING A. Upon receipt, immediately remove any shrink-wrap and check materials for damage and the correct style, color, quantity and run numbers. B. Store all materials off of the floor in an acclimatized, weather -tight space. C. Maintain temperature in storage area between 55 degrees F (13 degrees C) and 90 degrees F (72 degrees C). RESILIENT FLOORING 25069 - City of Corpus Christi Detention Center 096500-1 July 31, 2025 D. Protect roll materials from damage by storing on end. E. Do not double stack pallets. 1.06 FIELD CONDITIONS A. Store materials for not less than 48 hours prior to installation in area of installation at a temperature of 70 degrees F (21 degrees C) to achieve temperature stability. Thereafter, maintain conditions above 55 degrees F (13 degrees C). PART 2 - PRODUCTS 2.01 TILE FLOORING A. Solid Vinyl Tile - Type RF1: Solid vinyl with color and pattern throughout thickness. 1. Basis of Design Product: Subject to compliance with requirements, provide Shaw Industries Groups, Inc., Amtico Signature Collection, Luxury Vinyl Tile or comparable product manufactured by one of the following: a. Tarkett, North America. b. Armstrong Flooring, Inc. c. Substitutions: See Section 01 60 00 - Product Requirements. 2. Minimum Requirements: Comply with ASTM F1700, Class III, Type B. 3. Plank Tile Size: 18 by 18 inch (457 by 457 mm). 4. Total Thickness: 0.098 inch (2.5 mm). 5. Installation Method: Grid, 1/4 Turn 6. Collection: Amtico Signature Collection. 7. Product Number: AROSMS33. 8. Color: Stria Rock. 2.02 ACCESSORIES A. Trowelable Leveling and Patching Compounds: Latex -modified, portland-cement-based or blended hydraulic -cement -based formulation provided or approved by floor tile manufacturer for applications indicated. B. Adhesives: Waterproof; types recommended by flooring manufacturer. RESILIENT FLOORING 25069 - City of Corpus Christi Detention Center 096500-2 July 31, 2025 PART 3 - EXECUTION 3.01 PREPARATION A. Prepare floor substrates as recommended by flooring and adhesive manufacturers to ensure adhesion of resilient products. B. Remove subfloor ridges and bumps. Fill minor low spots, cracks, joints, holes, and other defects with subfloor filler to achieve smooth, flat, hard surface. C. Remove substrate coatings and other substances that are incompatible with adhesives and that contain soap, wax, oil, or silicone, using mechanical methods recommended by floor tile manufacturer. Do not use solvents. D. Test concrete substrate for moisture as recommended by manufacturer. E. Prohibit traffic until filler is fully cured. F. Immediately before installation, sweep and vacuum clean substrates to be covered by resilient floor tile. 3.02 INSTALLATION - GENERAL A. Starting installation constitutes acceptance of subfloor conditions. B. Install in accordance with manufacturer's written instructions. C. Adhesive -Applied Installation: 1. Spread only enough adhesive to permit installation of materials before initial set. 2. Fit joints and butt seams tightly. 3. Set flooring in place, press with heavy roller to attain full adhesion. D. Where type of floor finish, pattern, or color are different on opposite sides of door, terminate flooring under centerline of door. E. Install edge strips at unprotected or exposed edges, where flooring terminates, and where indicated. 1. Edge Protection Profiles: 1/2" high, satin anodized aluminum. 2. Basis of Design: At all transitions from LVT flooring to concrete and at all transitions from ceramic tile to LVT flooring: Install Schluter Systems RENO-U Floor Edging Profile. Comply with Texas Accessibility Standards. 3. Finish: as selected by Architect from Manufacturer's full line of colors and textures. F. Scribe flooring to walls, columns, cabinets, floor outlets, and other appurtenances to produce tight joints. G. Install flooring in recessed floor access covers, maintaining floor pattern. H. At movable partitions, install flooring under partitions without interrupting floor pattern. RESILIENT FLOORING 25069 - City of Corpus Christi Detention Center 096500-3 July 31, 2025 3.03 INSTALLATION -TILE FLOORING A. Mix tile from container to ensure shade variations are consistent when tile is placed, unless otherwise indicated in manufacturer's installation instructions. B. Lay flooring with joints and seams parallel to building lines to produce symmetrical pattern. Lay out floor tiles from center marks established with principal walls, discounting minor offsets, so tiles at opposite edges of room are of equal width. Adjust as necessary to avoid using cut widths that equal less than one-half tile at perimeter. 1. Lay tiles in pattern as directed by Architect. C. Match floor tiles for color and pattern by selecting tiles from cartons in the same sequence as manufactured and packaged, if so numbered. Discard broken, cracked, chipped, or deformed tiles. 1. Lay tiles in pattern of colors and sizes indicated by Architect. 3.04 CLEANING A. Remove excess adhesive from floor, base, and wall surfaces without damage. B. Clean in accordance with manufacturer's written instructions. 3.05 PROTECTION A. Prohibit traffic on resilient flooring for 48 hours after installation. END OF SECTION 09 65 00 RESILIENT FLOORING 25069 - City of Corpus Christi Detention Center 096500-4 July 31, 2025 SECTION 09 65 13 - RESILIENT BASE AND ACCESSORIES PART 1- GENERAL 1.01 SUMMARY A. Section Includes: 1. Thermoplastic -rubber base. 1.02 ACTION SUBMITTALS A. Product Data: For each type of product. B. Samples: For each exposed product and for each color and texture specified. PART 2 - PRODUCTS 2.01 THERMOPLASTIC -RUBBER BASE (RB-1) A. Basis of Design Product: Subject to compliance with requirements, provide Roppe Corporation Profiled Resilient Thermoplastic Rubber Base. B. Product Standard: ASTM F 1861, Type TP (rubber, thermoplastic). 1. Group: 2. 2. Style and Location: a. Style D, Sculptured: 1) Profile: Simplicity Bold #05 (PV4005). C. Thickness: 1/2 inch (12.8 mm). D. Height: 4 1/2 inches (11.4 cm). E. Lengths: 8 feet (2.4 m). F. Color: 129 Dolphin. G. ASTM E84 Flammability: Class A. 2.02 INSTALLATION MATERIALS A. Trowelable Leveling and Patching Compounds: Latex -modified, portland-cement-based or blended hydraulic -cement -based formulation provided or approved by resilient -product manufacturer for applications indicated. B. Adhesives: Water-resistant type recommended by resilient -product manufacturer for resilient products and substrate conditions indicated. RESILIENT BASE AND ACCESSORIES 25069 - City of Corpus Christi Detention Center 096513-1 July 31, 2025 2.03 THRESHOLD TRANSITION STRIPS A. General: Furnish and install transition strips as required to provide transition between adjacent floor finishes. B. Transition Strips: Satin anodized aluminum. C. Basis of Design: At all transitions from LVT flooring to concrete and at all transitions from ceramic tile to LVT flooring: Install Schluter Systems RENO-U Floor Edging Profile. Comply with Texas Accessibility Standards. D. Finish: as selected by Architect from Manufacturer's full line of colors and textures. E. Profiles: Same -height transition or sloped transition strips as required by adjacent floor surfaces. 1. Profile type as selected by Architect from manufacturer's full selection of profile types. 2. Comply with the Texas Accessibility Standards. PART 3 - EXECUTION 3.01 PREPARATION A. Prepare substrates according to manufacturer's written instructions to ensure adhesion of resilient products. B. Fill cracks, holes, and depressions in substrates with trowelable leveling and patching compound; remove bumps and ridges to produce a uniform and smooth substrate. C. Do not install resilient products until materials are the same temperature as space where they are to be installed. D. Immediately before installation, sweep and vacuum clean substrates to be covered by resilient products. 3.02 RESILIENT BASE INSTALLATION A. Comply with manufacturer's written instructions for installing resilient base. B. Apply resilient base to walls, columns, pilasters, casework and cabinets in toe spaces, and other permanent fixtures in rooms and areas where base is required. C. Install resilient base in lengths as long as practical without gaps at seams and with tops of adjacent pieces aligned. D. Tightly adhere resilient base to substrate throughout length of each piece, with base in continuous contact with horizontal and vertical substrates. E. Do not stretch resilient base during installation. F. On masonry surfaces or other similar irregular substrates, fill voids along top edge of resilient base with manufacturer's recommended adhesive filler material. RESILIENT BASE AND ACCESSORIES 25069 - City of Corpus Christi Detention Center 096513-2 July 31, 2025 G. Job -Formed Corners: 1. Outside Corners: Use straight pieces of maximum lengths possible and form with returns not less than in length. 2. Inside Corners: Use straight pieces of maximum lengths possible and form with returns not less than 3 inches (76.2 mm) in length. a. Miter or cope corners to minimize open joints. 3.03 THRESHOLD TRANSITION STRIP INSTALLATION A. Install where exposed edge of floor finish meets carpet, wood, or other flooring that finishes flush with or below top of floor finish and no threshold is indicated. B. Secure to subfloor in accordance with manufacturer's recommendations. C. Sloped transition strips shall comply with the Texas Accessibility Standard. 3.04 CLEANING AND PROTECTION A. Comply with manufacturer's written instructions for cleaning and protecting resilient products. B. Floor Polish: Remove soil, adhesive, and blemishes from resilient stair treads before applying liquid floor polish. C. Cover resilient products subject to wear and foot traffic until Substantial Completion. END OF SECTION 09 65 13 RESILIENT BASE AND ACCESSORIES 25069 - City of Corpus Christi Detention Center 096513-3 July 31, 2025 SECTION 09 67 23 - RESINOUS FLOORING PART 1- GENERAL 1.01 SUMMARY A. This Section includes: 1. High-performance resinous flooring systems. 1.02 SUBMITTALS A. Product Data: For each type of product indicated. B. Installer Certificates for Qualification: Signed by manufacturer stating that installers comply with specified requirements. C. Material Certificates: For each resinous flooring component, from manufacturer. D. Maintenance Data: For maintenance manuals. E. Samples: Submit two 6" X 6" samples of each resinous flooring system applied to a rigid backing. Provide sample which is a true representation of proposed field applied finish. Provide sample color and texture for approval from Owner in writing or approved by General Contractor prior to installation. F. Product Schedule: For resinous flooring. 1.03 QUALITY ASSURANCE A. Installer Qualifications: Manufacturer's authorized representative who is trained and approved for installation of flooring systems required for this Project. 1. Engage an installer who is approved in writing by resinous flooring manufacturer as qualified to apply resinous flooring systems indicated. 2. Installer Letter of Qualification: Installer to provide letter stating that they have been in business for at least 5 years and listing 5 projects in the last 2 years of similar scope. For each project provide: project name, location, date of installation, contact information, size of project, and manufacturer of materials with system information. B. Source Limitations: Obtain primary resinous flooring materials, including primers, resins, hardening agents, grouting coats, and topcoats, from single source from single manufacturer. Provide secondary materials, including patching and fill material, joint sealant, and repair materials, of type and from source recommended by manufacturer of primary materials. C. Pre -installation Conference: Conduct conference at Project site before work and mockups begin. RESINOUS FLOORING 25069 - City of Corpus Christi Detention Center 096723-1 July 31, 2025 D. Mockups: Apply mockups to verify selections made under sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution. Do not cover up mockup area. 1. Apply full -thickness mockups on 16 sq foot (0.01722 sq cm) floor area selected by Architect. 2. Finish surfaces for verification of products, color, texture, and sheen. 3. Simulate finished lighting conditions for Architect's review of mockups. 4. Approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion. 5. Mockup shall demonstrate desired slip resistance for review and approval by Owner's representative in writing. 1.04 DELIVERY, STORAGE, AND HANDLING A. Deliver materials in original packages and containers, with unbroken seals, bearing manufacturer's labels indicating brand name and directions for storage and mixing with other components. 1. Maintain containers in clean condition, free of foreign materials and residue. 2. Remove rags and waste from storage areas daily. 1.05 PROJECT CONDITIONS A. Environmental Limitations: Comply with resinous flooring manufacturer's written instructions for substrate temperature, ambient temperature, moisture, ventilation, and other conditions affecting resinous flooring application. B. Lighting: Provide permanent lighting or, if permanent lighting is not in place, simulate permanent lighting conditions during resinous flooring application. C. Close spaces to traffic during resinous flooring application and for not less than 24 hours after application unless manufacturer recommends a longer period. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Basis of Design Manufacturer: Subject to compliance with requirements, provide products by: 1. The Sherwin Williams Company, Cleveland, OH. swflooring@sherwin.com 2. Or equivalent products by other manufacturers approved by the Architect. B. Basis of Design Product: Resuflor Aqua Topfloor, that does not require moisture testing. No systems allowed that do not meet this requirement. 1. 1st Coat: Primer, 2-part epoxy Resuflor Aqua 3460 at 250 sf per RESINOUS FLOORING 25069 - City of Corpus Christi Detention Center 096723-2 July 31, 2025 2. 2nd Coat: Slurry coat - epoxy Resuflor Aqua 3460 (2.5 gal) and 30 Ibs of 5150 applied at 90 sf. and broadcast with 5900F colored quartz to refusal, est. 0.4 lbs. per sq. ft. 3. 3rd Coat: Bonding Coat, Resuflor 3561, 2-part epoxy at 65-70 sf. per gallon and broadcast with 5900F colored quartz to refusal, est. 0.4 Ibs. per sq. ft. 4. 4th Coat: Grout Coat Resuflor 3746, 2-part epoxy at 100 sf. per gallon. 5. 5th Coat: Seal Coat Resuflor 3746, 2-part epoxy at 250 sq. ft. per gallons. 6. Total system thickness: 1/8 inch to 3/16 inch textured as required. 2.02 MATERIALS A. VOC Content of Resinous Flooring: Provide resinous flooring systems, for use inside the weatherproofing system, that comply with the following limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA Method 24)]. 1. Resinous Flooring: 100 g/L. 2.03 HIGH-PERFORMANCE RESINOUS FLOORING A. Resinous Flooring: Abrasion-, impact- and chemical -resistant, high-performance, resin -based, monolithic floor surfacing designed to produce a seamless floor. B. System Characteristics: 1. Color: As selected by Architect from Manufacturer's full range of colors. 2. Slip Resistance: Provide slip resistant finish. PART 3 - EXECUTION 3.01 PREPARATION A. Inspection: Prior to commencing Work, thoroughly examine all underlying and adjoining work, surfaces and conditions upon which Work is in any way dependent for perfect results. Report all conditions which affect Work. No "waiver of responsibility" for incomplete, inadequate or defective underlaying and adjoining work, surfaces and conditions will be considered, unless notice of such unsatisfactory conditions has been filed and agreed to in writing before Work begins. Commencement of Work constitutes acceptance of surfaces. B. Surface Preparation: Remove all surface contamination, loose or weakly adherent particles, laitance, grease, oil, curing compounds, paint, dust and debris by blast track method or approved mechanical means (acid etch not allowed). If surface is questionable, try a test patch. Create a minimum surface profile for the system specified in accordance with the methods described in ICRI No. 03732 to achieve profile numbers as follows: 1. Thin film, to 10 mils (0.254 mm): CSP-1 to CSP-3 2. Thin and medium films, 10 to 40 mils (1.016 mm): CSP-3 to CSP-5 3. Self -leveling mortars, to 3/16": CSP-4 to CSP-6 RESINOUS FLOORING 25069 - City of Corpus Christi Detention Center 096723-3 July 31, 2025 4. Mortars and laminates, to 1/4" or more: CSP-5 to CSP-10 3.02 ENVIRONMENTAL CONDITIONS A. All applicators and all other personnel in the area of the RF installation shall take all required and necessary safety precautions. All manufacturers' installation instructions shall be implicitly followed. B. Repair damaged and deteriorated concrete according to resinous flooring manufacturer's written instructions. C. Alkalinity and Adhesion Testing: Verify that concrete substrates have pH within acceptable range. Perform tests recommended by manufacturer. Proceed with application only after substrates pass testing. D. Resinous Materials: Mix components and prepare materials according to resinous flooring manufacturer's written instructions. E. Use patching and fill material to fill holes and depressions in substrates according to manufacturer's written instructions. F. Treat control joints and other nonmoving substrate cracks to prevent cracks from reflecting through resinous flooring according to manufacturer's written instructions. 3.03 APPLICATIONS A. Install resinous floor over properly prepared concrete surface in strict accordance with the manufacturer's directions. 1. Install the primer and/or base coats over thoroughly cleaned and prepared concrete. 2. Install topcoat over flooring after excess aggregate has been removed. 3. Maintain a slab temperature of 60°F to 80°F for 24 hours minimum before applying floor topping, or as instructed by manufacturer. B. Apply components of resinous flooring system according to manufacturer's written instructions to produce a uniform, monolithic wearing surface of thickness indicated. 1. Coordinate application of components to provide optimum adhesion of resinous flooring system to substrate, and optimum intercoat adhesion. 2. Cure resinous flooring components according to manufacturer's written instructions. Prevent contamination during application and curing processes. 3. At substrate expansion and isolation joints, comply with resinous flooring manufacturer's written instructions. C. Sealant: Saw cut resinous floor topping at expansion joints in concrete slab. Fill sawcuts with sealant prior to final seal coat application. Follow manufacturer's written recommendations. D. Apply primer over prepared substrate at manufacturer's recommended spreading rate. E. Slip Resistant Finish: Provide grit for slip resistance. RESINOUS FLOORING 25069 - City of Corpus Christi Detention Center 096723-4 July 31, 2025 F. Apply topcoats in number indicated for flooring system and at spreading rates recommended in writing by manufacturer. 3.04 COMPLETED WORK A. Cleaning: Upon completion of the Work, clean up and remove from the premises surplus materials, tools, appliances, empty cans, cartons and rubbish resulting from the Work. Clean off all spattering and drippings, and all resulting stains. B. Protection: Protect Work in accordance with manufacturer's directions from damage and wear during the remainder of the construction period. Use protective methods and materials, including temporary covering, recommended in writing by resinous flooring manufacturer. C. Contractor shall ensure that coating is protected from any traffic until it is fully cured to the satisfaction of the coating manufacturer. END OF SECTION 09 67 23 RESINOUS FLOORING 25069 - City of Corpus Christi Detention Center 096723-5 July 31, 2025 SECTION 09 72 00 - WALL COVERINGS PART 1- GENERAL 1.01 SECTION INCLUDES A. Flexible Protective Wall Coverings. 1.02 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Product Data: Provide data on wall covering and adhesive. C. Samples: Submit two samples of wall covering, 7 by 9 inches (178 by 229 mm) in size illustrating color, finish, and texture. D. Manufacturer's Installation Instructions: Indicate special procedures. 1.03 DELIVERY, STORAGE, AND HANDLING A. Inspect roll materials at arrival on site, to verify acceptability. B. Protect packaged adhesive from temperature cycling. C. Do not store roll goods on end. 1.04 FIELD CONDITIONS A. Do not apply materials when surface and ambient temperatures are outside the temperature ranges required by the adhesive or wall covering product manufacturer. B. Maintain these conditions 24 hours before, during, and after installation of adhesive and wall covering. PART 2 - PRODUCTS 2.01 WALL COVERINGS A. Wall Covering - Type WC1: Fabric -backed vinyl roll stock. 1. Basis of Design Product: Duratec Wall Protection. 2. Product Name: Intrepid. 3. Product Number: MDV1085 4. Color: Linen. 5. Thickness: 030 to .035 inch. 6. Total Weight: 38 ounces per linear yard. Wall Coverings 25069 - City of Corpus Christi Detention Center 097200-1 July 31, 2025 7. Finished Width: 50 to 52 inches. 8. Tensile Strength ASTM D-751: >200 x 118 (MD x CD) 9. Tear Strength ASTM D-1922: >3200 x 3200 (MD x CD) 10. Impact Resistance ASTM D-5420: 135 (in. /Ibs.) cavity breach 11. Abrasion Resistance ASTM D-1044: Less than .05% (wt. loss %) 12. Hoffman Scratch: >2000 gms (no image damage) 13. Stain & Chemical Resistance: Meet or exceed ASTM D1308. 14. Fire Rating: Pass Class A per ASTM E-84. 15. Vinyl material adhered to fabric backing. 16. Basis of Design Manufacturer: MDC Interior Solutions, 400 High Grove Blvd., Glendale Heights, IL www.mdcwall.com. B. Adhesive: Type recommended by wall covering manufacturer to suit application to substrate. C. Substrate Filler: As recommended by adhesive and wall covering manufacturers; compatible with substrate. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify that substrate surfaces are ready to receive work, and comply with requirements of wall covering manufacturer. B. Before cutting, examine pattern and color and determine that they are the correct pattern and color specified. 3.02 PREPARATION A. Fill cracks in substrate and smooth irregularities with filler; sand smooth. B. Wash impervious surfaces with tetra -sodium phosphate, rinse and neutralize; wipe dry. C. Surface Appurtenances: Remove or mask electrical plates, hardware, light fixture trim, escutcheons, and fittings prior to preparing surfaces or finishing. D. Surfaces: Correct defects and clean surfaces that affect work of this section. Remove existing coatings that exhibit loose surface defects. E. Vacuum clean surfaces free of loose particles. 3.03 INSTALLATION A. Apply adhesive and wall covering in accordance with manufacturer's instructions. B. Apply adhesive to wall surface immediately prior to application of wall covering. Wall Coverings 25069 - City of Corpus Christi Detention Center 097200-2 July 31, 2025 C. Install each roll in sequence and each strip in the same sequence as cut from the roll. If pattern is not random, examine for repeat design. If necessary trim selvage deep enough to assure color uniformity. D. Apply wall covering smooth, without wrinkles, gaps or overlaps. Eliminate air pockets and ensure full bond to substrate surface. E. Butt edges tightly. F. After the application of three (3) strips, request inspection by the Architect to determine if there are variations in color or pattern which are considered to be excessive. G. Horizontal seams are not acceptable. H. Do not seam within 2 inches (50 mm) of internal corners or within 6 inches (150 mm) of external corners. I. Remove excess adhesive while wet from seam with clean, warm water before proceeding to next wall covering sheet. Wipe clean with dry cloth. 3.04 CLEANING A. Clean wall coverings of excess adhesive, dust, dirt, and other contaminants. B. Reinstall wall plates and accessories removed prior to work of this section. 3.05 PROTECTION A. Do not permit construction activities at or near finished wall covering areas. END OF SECTION 09 72 00 Wall Coverings 25069 - City of Corpus Christi Detention Center 097200-3 July 31, 2025 SECTION 09 77 20 - DECORATIVE FIBERGLASS REINFORCED WALL PANELS PART 1- GENERAL 1.01 SECTION INCLUDES A. Section includes prefinished polyester glass reinforced plastic sheets and adhered to unfinished wallboard or existing surfaces. 1. Aluminum trim. B. Products Not Furnished or Installed under This Section: 1. Gypsum or Cementitious substrate board. 2. Resilient Base. 1.02 RELATED SECTIONS A. Section 09 20 00 — Gypsum or Cementitious substrate board. B. Section 05 4100 — Wall Framing. C. Section 09 93 00 — Wall Finishes. D. Section 09 65 13 — Resilient Base. 1.03 REFERENCES A. American Society for Testing and Materials: Standard Specifications (ASTM) B. ASTM D256 — Izod Impact Strength (ft #/in) C. ASTM D570 — Water Absorption (%) D. ASTM D638 — Tensile Strengths (psi) & Tensile Modulus (psi) E. ASTM D790 — Flexural Strengths (psi) & Flexural Modulus (psi) F. ASTM D 2583 — Barcol Hardness G. ASTM E84 — Standard Test Method for Surface Burning Characteristics of Building Materials. H. ASTM D3273 - Mold & Mildew I. ASTM C 1629-6.1- Surface Abrasion J. ASTM C 1629-6.2 - Indentation Gardner Impact K. ASTM C 1629-6.4 - Hard Body Impact L. ASTM D5319 - Standard Specification for Glass -Fiber Reinforced Polyester Wall Panels DECORATIVE FIBERGLASS REINFORCED WALL PANELS 25069 - City of Corpus Christi Detention Center 097720-1 July 31, 2025 1.04 SUBMITTALS A. Product Data: Submit sufficient manufacturer's data to indicate compliance with these specifications, including: B. Shop Drawings: Submit elevations of each wall showing location of paneling and trim members with respect to all discontinuities in the wall elevation. C. Selection Samples: Submit manufacturer's standard color pattern selection samples representing manufacturer's full range of available colors and patterns Samples for Verification. 1.05 QUALITY ASSURANCE A. Conform to building code requirements for interior finish for smoke and flame spread requirements as tested in accordance with ASTM E84. B. Sanitary Standards: System components and finishes to comply with: 1. United States Department of Agriculture (USDA) / Food Safety & Inspection Services (FSIS) requirements for food preparation facilities, incidental contact. 2. Food and Drug Administration (FDA) 2013 Food Code 6-101.11. 1.06 DELIVERY, STORAGE AND HANDLING A. Deliver materials factory packaged on strong pallets. B. Store panels and trim lying flat, under cover and protected from the elements. Allow panels and adhesive to acclimate to room temperature (range of 60 to 75°F) for 48 hours prior to installation. 1.07 PROJECT CONDITIONS A. Environmental Limitations: Buildings are to be fully enclosed prior to installation with heat (70° or similar room temperature) and ventilation consistent with good working conditions for finish work. B. During Installation and for not less than 48 hours before, maintain an ambient temperature and relative humidity within limits required by type of adhesive used and recommendation of adhesive manufacturer. 1. Provide ventilation to disperse fumes during application of adhesive as recommended by the adhesive manufacturer. 1.08 WARRANTY A. Furnish one-year guarantee against defects in material and workmanship. DECORATIVE FIBERGLASS REINFORCED WALL PANELS 25069 - City of Corpus Christi Detention Center 097720-2 July 31, 2025 PART 2 - PRODUCTS 2.01 MANUFACTURER A. Basis -of -Design Product: FRP Wall Panels Types FRP1 and FRP2 to be Symmetrix SmartSeam as manufactured by Marlite. Local Marlite Architectural Representative: Jill Young, call (210) 307-0709 or email: jill@archspecinc.com 1. Local Stocking Distributor: Structured Building Solutions. Contact Joseph Wilson at sales@sbuildsolutions.com or (469) 630-2606. B. Basis -of -Design Product: FRP Wall Panels Type FRP3 to be Induro HPL-Faced FRP Service Panels as manufactured by Marlite. Local Marlite Architectural Representative: Jill Young, call (210) 307-0709 or email: jill@archspecinc.com 1. Local Stocking Distributor: Structured Building Solutions. Contact Joseph Wilson at sales@sbuildsolutions.com or (469) 630-2606. C. Substitutions: The Architect will consider products of comparable manufacturers as a substitution, pending the contractor's submission of complete details and documentation of the substitution in accordance with procedures in Division 01 of the Project Manual. Requests of alternates must be submitted a minimum of 10 days prior to bid. 2.02 PANELS A. Properties for Symmetrix SmartSeam FRP Wall Panels - Types FRP1 and FRP2: 1. Symmetrix will include an assimilated tile design as selected by the architect. a. Tile Pattern, Groove Direction, Tile Size & Panel Size: Subway Horizontal Direction, 6 inches x 3 inches tile pattern, narrow groove, horizontal direction, white grout. b. Interlocking Panel Size to be 48 inches x 48 inches nominal. 2. To comply with all requirements as listed in paragraph 1.03 of this specification. 3. Colors: a. Panel Type FRP1: Naval SS5462. b. Panel Type FRP2: Loggia SS5461. 4. Finish Gloss Level: a. Satin 5. Fire Rating: a. Class C B. Properties for Induro HPL-Faced FRP Service Wall Panels - Type FRP3: 1. Induro will include a HPL-Faced FRP as selected by the architect. a. Panel Size: 47.5 inches x 95.5 inches x 3/32 inches. DECORATIVE FIBERGLASS REINFORCED WALL PANELS 25069 - City of Corpus Christi Detention Center 097720-3 July 31, 2025 b. Color: Abstract Pattern 4143 "Neutral Glace". 2. To comply with all requirements as listed in paragraph 1.03 of this specification. 3. Finish Gloss Level: a. Satin 4. Fire Rating: a. Class C 2.03 TRIM MOLDING A. Aluminum Anodized Trim: Heavy weight extruded aluminum 6063-T5 alloy prefinished at the factory. Provide at all vertical corners and at top edge. 1. Color: Clear Anodized unless noted otherwise. 2.04 ACCESSORIES A. Adhesive: Manufacturers recommended construction adhesives for each type of substrate required and complies with ASTM C557. PART 3 - EXECUTION 3.01 PREPARATION A. Examine sub wall to determine that corners are plumb and straight, surfaces are smooth, uniform, clean and free from foreign matte, nails countersunk, joints and cracks filled flush and smooth with the adjoining surface. 1. Verify that stud spacing does not exceed 24" on -center. B. Repair defects prior to installation. 1. Level wall surfaces to panel manufacturer's requirements. Remove protrusions and fill indentations. 3.02 INSTALLATION A. Comply with manufacturer's recommended procedures and installation sequence. 1. Refer to paragraphs 1.07 and 1.08 for field requirements. B. Cut panels to meet supports allowing 1/8" (0.12 inch (3.05 mm)) clearance for every 8 feet (243.84 cm) of panel. 1. Cut and drill with carbide tipped saw blades or drill bits or cut with shears. C. Apply panels to board substrate, above base, vertically oriented with seams plumb and pattern aligned with adjoining panels. 1. Install panels with manufacturer's recommended gap for panel field and corner joints. DECORATIVE FIBERGLASS REINFORCED WALL PANELS 25069 - City of Corpus Christi Detention Center 097720-4 July 31, 2025 2. Adhesive towel and application method to conform to adhesive manufacturer's recommendations. D. For interlocking SmartSeam Panels (non -continuous vertical joints, i.e. subway groove configuration), apply Marlite C-109 Low VOC Cartridge Adhesive or Marlite MS-250 Clear Silicone Cartridge Sealant using swirl technique at jagged panel edges. E. Apply panel trim molding to all panel edges using silicone sealant providing for required clearances. 1. All trim molding must provide for a minimum 1/8" of panel expansion at joints and edges, to insure proper installation. 2. Apply sealant to all trim molding, channels and joints between the system and different materials to ensure watertight installation. 3.03 CLEANING A. Remove excess sealant from panels and trim molding. Wipe panel down using a damp cloth and mild soap solution or cleaner. B. Refer to manufacturer's specific cleaning recommendations. Do not use abrasive cleaners. END OF SECTION 09 77 20 DECORATIVE FIBERGLASS REINFORCED WALL PANELS 25069 - City of Corpus Christi Detention Center 097720-5 July 31, 2025 SECTION 09 91 13 - PAINTING PART 1- GENERAL 1.01 REFERENCE STANDARDS A. 40 CFR 59, Subpart D - National Volatile Organic Compound Emission Standards for Architectural Coatings; U.S. Environmental Protection Agency; Current Edition. B. ASTM D523 - Standard Test Method for Specular Gloss; 2014 (Reapproved 2018). 1.02 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections, apply to this section. 1.03 SUMMARY A. This Section includes surface preparation, painting, and finishing of exposed interior and exterior items and surfaces. 1. Surface preparation, priming, and finish coats specified in this section are in addition to shop priming and surface treatment specified under other sections. B. Paint exposed surfaces whether or not colors are designated in "schedules," except where a surface or material is specifically indicated not to be painted or is to remain natural. Where an item or surface is not specifically mentioned, paint the same as similar adjacent materials or surfaces. If color or finish is not designated, the Architect will select from standard colors or finishes available. 1. Painting includes field painting exposed bare and covered pipes and ducts (including color coding), hangers, exposed steel and iron work, and primed metal surfaces of mechanical and electrical equipment. C. Painting is not required on prefinished items, finished metal surfaces, concealed surfaces, operating parts, and labels. 1. Prefinished items not to be painted include the following factory -finished components: a. Architectural woodwork and casework. b. Finished mechanical and electrical equipment. c. Light fixtures. d. Switchgear. e. Distribution cabinets. 2. Concealed surfaces not to be painted include wall or ceiling surfaces in the following generally inaccessible areas: PAINTING 25069 - City of Corpus Christi Detention Center 099113-1 July 31, 2025 a. Foundation spaces. b. Furred areas. c. Utility tunnels. d. Pipe spaces. 3. Finished metal surfaces not to be painted include: a. Anodized aluminum. b. Stainless steel. c. Chromium plate. d. Copper. e. Bronze. f. Brass. 4. Operating parts not to be painted include moving parts of operating equipment such as the following: a. Valve and damper operators. b. Linkages. c. Sensing devices. d. Motor and fan shafts. 5. Labels: Do not paint over Underwriter's Laboratories, Factory Mutual or other code - required labels or equipment name, identification, performance rating, or nomenclature plates. D. Related Sections: The following sections contain requirements that relate to this section: 1. Division 5 Section "Structural Steel" for shop priming structural steel. 2. Division 5 Section "Metal Fabrications" for shop priming ferrous metal. 3. Division 8 Section "Steel Doors and Frames" for shop priming steel doors and frames. 1.04 DEFINITIONS A. "Paint" includes coating systems materials, primers, emulsions, enamels, stains, sealers and fillers, and other applied materials whether used as prime, intermediate, or finish coats. B. Standard coating terms in accordance with ASTM D523. 1. Gloss Level 1 (Flat): Not more than 5 units at 60 degrees and 10 units at 85 degrees, in accordance with ASTM D523. 2. Gloss Level 3 (Eggshell): 10 to 25 units at 60 degrees and 10 to 35 units at 85 degrees, in accordance with ASTM D523. PAINTING 25069 - City of Corpus Christi Detention Center 099113-2 July 31, 2025 3. Gloss Level 4 (Satin): 20 to 35 units at 60 degrees and not less than 35 units at 85 degrees, in accordance with ASTM D523. 4. Gloss Level 5 (Semi -Gloss): 35 to 70 units at 60 degrees, in accordance with ASTM D523. 1.05 SUBMITTALS A. Product Data: Manufacturer's technical information, label analysis, and application instructions for each material proposed for use. 1. List each material and cross-reference the specific coating and finish system and application. Identify each material by the manufacturer's catalog number and general classification. 2. VOC content. B. Samples for verification purposes: Provide samples of each color and material to be applied, with texture to simulate actual conditions, on representative samples of the actual substrate. Define each separate coat, including block fillers and primers. Use representative colors when preparing samples for review. Resubmit until required sheen, color, and texture are achieved. 1. Provide a list of material and application for each coat of each sample. Label each sample as to location and application. 2. Submit samples on the following substrates for the Architect's review of color and texture only: a. Concrete: Provide two 4-inch-square samples for each color and finish. b. Concrete Masonry: Provide two 4- by-8-inch samples of masonry, with mortar joint in the center, for each finish and color. c. Painted Wood: Provide two 12- by 12-inch samples of each color and material on hardboard. d. Ferrous Metal: Provide two 4-inch-square samples of flat metal and two 8-inch-long samples of solid metal for each color and finish. 1.06 QUALITY ASSURANCE A. Single -Source Responsibility: Provide primers and undercoat paint produced by the same manufacturer as the finish coats. B. Coordination of Work: Review other sections in which primers are provided to ensure compatibility of the total systems for various substrates. On request, furnish information on characteristics of finish materials to ensure use of compatible primers. 1. Notify the Architect of problems anticipated using the materials specified. C. Field Samples: On wall surfaces and other exterior and interior components, duplicate finishes of prepared samples. Provide full- coat finish samples on at least 100 sq. ft. of surface until PAINTING 25069 - City of Corpus Christi Detention Center 099113-3 July 31, 2025 required sheen, color and texture are obtained; simulate finished lighting conditions for review of in -place work. 1. Final acceptance of colors will be from job -applied samples. 2. The Architect will select one room or surface to represent surfaces and conditions for each type of coating and substrate to be painted. Apply coatings in this room or surface in accordance with the schedule or as specified. After finishes are accepted, this room or surface will be used for evaluation of coating systems of a similar nature. D. Material Quality: Provide the manufacturer's best quality trade sale paint material of the various coating types specified. Paint material containers not displaying manufacturer's product identification will not be acceptable. 1. Proprietary names used to designate colors or materials are not intended to imply that products named are required or to exclude equal products of other manufacturers. 2. Federal Specifications establish a minimum quality level for paint materials, except where other product identification is used. Provide written certification from the manufacturer that materials provided meet or exceed these criteria. 3. Products that comply with qualitative requirements of applicable Federal Specifications, yet differ in quantitative requirements, may be considered for use when acceptable to the Architect. Furnish material data and manufacturer's certificate of performance to Architect for proposed substitutions. E. VOC Content: Products shall comply with VOC limits of authorities having jurisdiction and, for interior paints and coatings applied at Project site, the following VOC limits, exclusive of colorants added to a tint base, when calculated according to 40 CFR 59, Subpart D (EPA Method 24). 1. Flat Paints and Coatings: 50 g/L. 2. Nonflat Paints and Coatings: 150 g/L. 3. Dry -Fog Coatings: 400 g/L. 4. Primers, Sealers, and Undercoaters: 200 g/L. 5. Anticorrosive and Antirust Paints Applied to Ferrous Metals: 250 g/L. 6. Zinc -Rich Industrial Maintenance Primers: 340 g/L. 7. Pretreatment Wash Primers: 420 g/L. 8. Floor Coatings: 100 g/L. 9. Shellacs, Clear: 730 g/L. 10. Shellacs, Pigmented: 550 g/L. PAINTING 25069 - City of Corpus Christi Detention Center 099113-4 July 31, 2025 1.07 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to the job site in the manufacturer's original, unopened packages and containers bearing manufacturer's name and label and the following information: 1. Product name or title of material. 2. Product description (generic classification or binder type). 3. Federal Specification number, if applicable. 4. Manufacturer's stock number and date of manufacture. 5. Contents by volume, for pigment and vehicle constituents. 6. Thinning instructions. 7. Application instructions. 8. Color name and number. B. Store materials not in use in tightly covered containers in a well -ventilated area at a minimum ambient temperature of 45 degrees Fahrenheit (7.22 degrees Celsius). Maintain containers used in storage in a clean condition, free of foreign materials and residue. 1. Protect from freezing. Keep storage area neat and orderly. Remove oily rags and waste daily. Take necessary measures to ensure that workers and work areas are protected from fire and health hazards resulting from handling, mixing, and application. 1.08 JOB CONDITIONS A. Apply water -based paints only when the temperature of surfaces to be painted and surrounding air temperatures are between 50 degrees Fahrenheit (10 degrees Celsius) and 90 degrees Fahrenheit (32.22 degrees Celsius). B. Apply solvent -thinned paints only when the temperature of surfaces to be painted and surrounding air temperatures are between 45 degrees Fahrenheit (7.22 degrees Celsius) and 95 degrees Fahrenheit (35 degrees Celsius). C. Do not apply paint in snow, rain, fog, or mist, when the relative humidity exceeds 85 percent, at temperatures less than 5 degrees Fahrenheit (-15 degrees Celsius) above the dew point, or to damp or wet surfaces. 1. Painting may continue during inclement weather if surfaces and areas to be painted are enclosed and heated within temperature limits specified by the manufacturer during application and drying periods. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated in the work include but are not limited to the following: PAINTING 25069 - City of Corpus Christi Detention Center 099113-5 July 31, 2025 1. Benjamin Moore and Co. (Moore). 2. PPG Architectural Finishes, Inc. (PPG). 3. Pratt and Lambert (P & L). 4. The Sherwin-Williams Company (S-W). 2.02 MASONRY BLOCK FILLER A. High -Performance Latex Block Filler: Heavy-duty latex block fillers used for filling open textured interior and exterior concrete masonry block before application of top coats: 1. PPG: Speedhide Interior/Exterior Masonry Hi fill Latex Block Filler 6-15X1. 2. S-W: Prep Rite Block Filler B25W25. 2.03 PRIMERS A. Exterior Primer Coating: Exterior latex wood primer used for priming mineral -fiber -reinforced cement panels under an acrylic latex emulsion finish: 1. S-W: Extreme Bond Primer 2. Zinzer Bulls Eye 1-2-3 Plus B. Interior Masonry Latex -Based Paint: Alkali -resistant paint used as a primer over concrete and masonry under flat and semigloss enamel: 1. PPG: Seal Grip Interior/Exterior Acrylic Universal Primer/Sealer 17-921X1 2. S-W: Loxon Concrete & Masonry Primer, A24W8300. C. Interior Flat Latex -Based Paint: Flat latex paint used as a primer on plaster under flat, semigloss, and full -gloss alkyd finishes: 1. PPG: Seal Grip Interior/Exterior Acrylic Universal Primer/Sealer 17-921X1 2. S-W: Premium Wall and Wood Primer, B28W8111. D. Latex -Based Interior White Primer: Latex -based primer coating used on interior gypsum drywall under a flat latex paint or an alkyd semigloss enamel. 1. PPG: Speedhide Interior Quick -Drying Latex Sealer 6-2 2. S-W: Pro Green 200 Latex Wall Primer. E. Synthetic, Rust -Inhibiting Primer: Quick -drying, rust -inhibiting primer for priming ferrous metal on the exterior under full -gloss and flat alkyd enamel and on the interior under flat latex paint or odorless alkyd semigloss or alkyd gloss enamels: 1. PPG: Pitt -Tech Plus EP Waterborne Acrylic Primer/Finish 90-1908 Series 2. S-W: Pro Cryl Universal Metal Primer B66W310. PAINTING 25069 - City of Corpus Christi Detention Center 099113-6 July 31, 2025 F. Galvanized Metal Primer: Primer used to prime interior and exterior zinc -coated (galvanized) metal surfaces: 1. PPG: Pitt -Tech Plus EP Waterborne Acrylic Primer/Finish 90-1908 Series 2. S-W: Pro Cryl Universal Metal Primer B66W310. 2.04 EXTERIOR FINISH PAINT MATERIAL A. Exterior Acrylic Emulsion: Quick -drying, flat (Gloss Level 1), acrylic paint for use on the exterior over concrete, stucco, masonry (including concrete masonry block), and mineral -fiber - reinforced cement -panel surfaces: 1. PPG: Sunproof Exterior 100% Acrylic Latex Flat 72-45X1 Series 2. S-W: A-100 Acrylic Latex Flat Exterior Finish A- 6 Series. B. Exterior Semi -transparent Oil Stain: Semi -transparent oil based exterior wood stains: 1. PPG: Olympic Maximum Sealant + Stain in One 79550 2. S-W: WoodScapes Semi -Transparent Polyurethane Exterior Stain (A15T5). C. Exterior Gloss Level 5 Enamel: Full -Gloss Alkyd enamel for use over prime -coated ferrous metal: 1. PPG: HPC Urethane Alkyd Enamel Semi -Gloss 4336H Series. Applied Dry Film Thickness: 2.0 mils (0.0508 mm) min. 2. S-W: Industrial Alkyd Urethane B54W150. 2.05 INTERIOR FINISH PAINT MATERIAL A. Latex -Based Interior Semi -Gloss Paint: Ready -mixed, latex -based paint for use as a semi -gloss finish over concrete and masonry surfaces, including filled concrete masonry block, mineral - fiber -reinforced cement panels, and plaster and over prime -coated gypsum drywall, ferrous metal, and zinc -coated (galvanized) metal surfaces: 1. PPG: Speedhide Zero Interior Latex Semi -Gloss 6-5510 Series 2. S-W: Pro Mar 200 Zero VOC Semigloss Wall Paint. B. Interior Semigloss Odorless Acrylic Paint: Ready -mixed, low -odor interior semigloss acrylic enamel for use over concrete, masonry, and plaster wood, hardwood, gypsum drywall, and metal surfaces: 1. PPG: Pitt -Tech Plus Semi -Gloss HP Waterborne Acrylic 90-1610 Series 2. S-W: Pro Industrial 0 VOC Acrylic Egg -Shell. C. Latex -based, Interior Flat Paint: Ready -mixed, latex based paint for use over acoustical plaster surfaces and as a "size" on cotton or canvas covering over insulation: 1. PPG: Speedhide Zero Interior Latex Flat 6-5110 2. S-W: Pro Mar 200 Zero VOC Flat Wall Paint, B30W2600 Series. PAINTING 25069 - City of Corpus Christi Detention Center 099113-7 July 31, 2025 D. Exposed Steel Roof Structure and Acoustical Tectum Panels: 2 coats with total dry film thickness not less than 4 mils (0.1016 mm). 1. Two Coats: PPG Speedhide Super Tech WB Interior Latex Dry Fog Flat, 6-725X1 Series. 2. Two Coats: S-W Low VOC Waterborne Acrylic Dryfall, B42W00081. PART 3 - EXECUTION 3.01 EXAMINATION A. Examine substrates and conditions under which painting will be performed for compliance with requirements for application of paint. Do not begin paint application until unsatisfactory conditions have been corrected. 1. Start of painting will be construed as the Applicator's acceptance of surfaces and conditions within a particular area. 3.02 PREPARATION A. General Procedures: Remove hardware and hardware accessories, plates, machined surfaces, lighting fixtures, and similar items in place that are not to be painted or provide surface -applied protection prior to surface preparation and painting. Remove these items if necessary for complete painting of the items and adjacent surfaces. Following completion of painting operations in each space or area, have items reinstalled by workers skilled in the trades involved. 1. Clean surfaces before applying paint or surface treatments. Remove oil and grease prior to cleaning. Schedule cleaning and painting so that dust and other contaminants from the cleaning process will not fall on wet, newly painted surfaces. B. Surface Preparation: Clean and prepare surfaces to be painted in accordance with the manufacturer's instructions for each particular substrate condition and as specified. 1. Provide barrier coats over incompatible primers or remove and reprime. Notify Architect in writing of problems anticipated with using the specified finish -coat material with substrates primed by others. 2. Cementitious Materials: Prepare concrete, concrete masonry block, cement plaster, and mineral -fiber -reinforced cement panel surfaces to be painted. Remove efflorescence, chalk, dust, dirt, grease, oils, and release agents. Roughen as required to remove glaze. If hardeners or sealers have been used to improve curing, use mechanical methods of surface preparation. a. Use abrasive blast -cleaning methods if recommended by the paint manufacturer. b. Determine alkalinity and moisture content of surfaces by performing appropriate tests. If PAINTING 25069 - City of Corpus Christi Detention Center 099113-8 July 31, 2025 c. surfaces are sufficiently alkaline to cause blistering and burning of finish paint, correct this condition before application. Do not paint surfaces where moisture content exceeds that permitted in manufacturer's printed directions. d. Clean concrete floors to be painted with a 5 percent solution of muriatic acid or other etching cleaner. Flush the floor with clean water to remove acid, neutralize with ammonia, and rinse; allow to dry and vacuum before painting. 3. Wood: Clean surfaces of dirt, oil, and other foreign substances with scrapers, mineral spirits, and sandpaper, as required. Sand surfaces exposed to view smooth and dust off. a. Scrape and clean small, dry, seasoned knots and apply a thin coat of white shellac or other recommended knot sealer before application of primer. After priming, fill holes and imperfections in finish surfaces with putty or plastic wood filler. Sand smooth when dried. b. Prime, stain, or seal wood to be painted immediately upon delivery. Prime edges, ends, faces, undersides, and backsides of wood, including cabinets, counters, cases, and paneling. c. Backprime paneling on interior partitions where masonry, plaster, or other wet wall construction occurs on backside. d. Seal tops, bottoms, and cutouts of unprimed wood doors with a heavy coat of varnish or sealer immediately upon delivery. 4. Ferrous Metals: Clean nongalvanized ferrous -metal surfaces that have not been shop coated; remove oil, grease, dirt, loose mill scale, and other foreign substances. Use solvent or mechanical cleaning methods that comply with recommendations of the Steel Structures Painting Council. a. Blast steel surfaces clean as recommended by the paint system manufacturer and in accordance with requirements of SSPC specification SSPC-SP 10. b. Treat bare and sandblasted or pickled clean metal with a metal treatment wash coat before priming. c. Touch up bare areas and shop -applied prime coats that have been damaged. Wire - brush, clean with solvents recommended by the paint manufacturer, and touch up with the same primer as the shop coat. 5. Galvanized Surfaces: Clean galvanized surfaces with non- petroleum -based solvents so that the surface is free of oil and surface contaminants. Remove pretreatment from galvanized sheet metal fabricated from coil stock by mechanical methods. Test adhesion prior to full application. C. Materials Preparation: Carefully mix and prepare paint materials in accordance with manufacturer's directions. 1. Maintain containers used in mixing and application of paint in a clean condition, free of foreign materials and residue. PAINTING 25069 - City of Corpus Christi Detention Center 099113-9 July 31, 2025 2. Stir material before application to produce a mixture of uniform density; stir as required during application. Do not stir surface film into material. Remove film and, if necessary, strain material before using. 3. Use only thinners approved by the paint manufacturer, and only within recommended limits. D. Tinting: Tint each undercoat a lighter shade to facilitate identification of each coat where multiple coats of the same material are applied. Tint undercoats to match the color of the finish coat but provide sufficient differences in shade of undercoats to distinguish each separate coat. 3.03 APPLICATION A. Apply paint in accordance with manufacturer's directions. Use applicators and techniques best suited for substrate and type of material being applied. B. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to formation of a durable paint film. 1. Paint colors, surface treatments, and finishes are indicated in "schedules." 2. Provide finish coats that are compatible with primers used. 3. The number of coats and film thickness required is the same regardless of the application method. Do not apply succeeding coats until the previous coat has cured as recommended by the manufacturer. Sand between applications where sanding is required to produce an even smooth surface in accordance with the manufacturer's directions. 4. Apply additional coats when undercoats, stains, or other conditions show through final coat of paint until paint film is of uniform finish, color, and appearance. Give special attention to ensure that surfaces, including edges, corners, crevices, welds, and exposed fasteners, receive a dry film thickness equivalent to that of flat surfaces. 5. The term "exposed surfaces" includes areas visible when permanent or built-in fixtures, convector covers, covers for finned tube radiation, grilles, and similar components are in place. Extend coatings in these areas as required to maintain the system integrity and provide desired protection. 6. Paint surfaces behind movable equipment and furniture same as similar exposed surfaces. Paint surfaces behind permanently fixed equipment or furniture with prime coat only before final installation of equipment. 7. Paint interior surfaces of ducts, where visible through registers or grilles, with a flat, nonspecular black paint. 8. Paint back sides of access panels and removable or hinged covers to match exposed surfaces. 9. Finish interior of wall and base cabinets and similar field- finished casework to match exterior. 10. Finish exterior doors on tops, bottoms, and side edges same as exterior faces. PAINTING 25069 - City of Corpus Christi Detention Center 09 91 13 - 10 July 31, 2025 11. Sand lightly between each succeeding enamel or varnish coat. 12. Omit primer on metal surfaces that have been shop -primed and touch up painted. C. Scheduling Painting: Apply first coat to surfaces that have been cleaned, pretreated, or otherwise prepared for painting as soon as practicable after preparation and before subsequent surface deterioration. 1. Allow sufficient time between successive coats to permit proper drying. Do not recoat until paint has dried to where it feels firm and does not deform or feel sticky under moderate thumb pressure and where application of another coat of paint does not cause lifting or loss of adhesion of the undercoat. D. Minimum Coating Thickness: Apply materials at not less than the manufacturer's recommended spreading rate. Provide a total dry film thickness of the entire system as recommended by the manufacturer. E. Mechanical and Electrical Work: Painting mechanical and electrical work is limited to items exposed in mechanical equipment rooms and in occupied spaces. F. Mechanical items to be painted include but are not limited to: 1. Piping, pipe hangers, and supports. 2. Heat exchangers. 3. Tanks. 4. Ductwork. 5. Insulation. 6. Supports. 7. Motors and mechanical equipment. 8. Accessory items. G. Electrical items to be painted include but are not limited to: 1. Conduit and fittings. 2. Switchgear. H. Block Fillers: Apply block fillers to concrete masonry block at a rate to ensure complete coverage with pores filled. I. Prime Coats: Before application of finish coats, apply a prime coat of material as recommended by the manufacturer to material that is required to be painted or finished and has not been prime coated by others. Recoat primed and sealed surfaces where evidence of suction spots or unsealed areas in first coat appears, to assure a finish coat with no burn through or other defects due to insufficient sealing. J. Pigmented (Opaque) Finishes: Completely cover to provide an opaque, smooth surface of uniform finish, color, appearance, and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections will not be acceptable. PAINTING 25069 - City of Corpus Christi Detention Center 09 91 13 - 11 July 31, 2025 K. Completed Work: Match approved samples for color, texture, and coverage. Remove, refinish, or repaint work not in compliance with specified requirements. 3.04 FIELD QUALITY CONTROL A. The Owner reserves the right to invoke the following test procedure at any time and as often as the Owner deems necessary during the period when paint is being applied: 1. The Owner will engage the services of an independent testing laboratory to sample the paint material being used. Samples of material delivered to the project will be taken, identified, sealed, and certified in the presence of the Contractor. 2. The testing laboratory will perform appropriate tests for the following characteristics as required by the Owner: a. Quantitative materials analysis. b. Abrasion resistance. c. Apparent reflectivity. d. Flexibility. e. Washability. f. Absorption. g. Accelerated weathering. h. Dry opacity. i. Accelerated yellowness. j. Recoating. k. Skinning. I. Color retention. m. Alkali and mildew resistance. 3. If test results show material being used does not comply with specified requirements, the Contractor may be directed to stop painting, remove noncomplying paint, pay for testing, repaint surfaces coated with rejected paint, and remove rejected paint from previously painted surfaces if, upon repainting with specified paint, the two coatings are noncompatible. 3.05 CLEANING A. Cleanup: At the end of each workday, remove empty cans, rags, rubbish, and other discarded paint materials from the site. B. Upon completion of painting, clean glass and paint -spattered surfaces. Remove spattered paint by washing and scraping, using care not to scratch or damage adjacent finished surfaces. PAINTING 25069 - City of Corpus Christi Detention Center 09 91 13 - 12 July 31, 2025 3.06 PROTECTION A. Protect work of other trades, whether to be painted or not, against damage by painting. Correct damage by cleaning, repairing or replacing, and repainting, as acceptable to Architect. B. Provide "wet paint" signs to protect newly painted finishes. Remove temporary protective wrappings provided by others for protection of their work after completion of painting operations. 1. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces. 3.07 EXTERIOR PAINT SCHEDULE A. General: Provide the following paint systems for the various substrates indicated. B. Concrete Masonry Units: 1. Two finish coats over a block filler. a. Block Filler: Acrylic. Applied Dry Film Thickness: 8.0 mils (0.2032 mm) min. b. First Coat: Acrylic Latex Satin. Applied Dry Film Thickness: 1.6 mils (0.04064 mm) min. c. Second Coat: Acrylic Latex Satin. Applied Dry Film Thickness: 1.6 mils (0.04064 mm) min. C. Mineral -Fiber -Reinforced Cement Panels (Composite Wall Panels) 1. Acrylic Latex Enamel: 2 finish coats over primer. a. Primer: SW Extreme Bond Primer. b. First Coat: Acrylic Latex Satin. c. Second Coat: Acrylic Latex Satin. D. Ferrous Metal: Primer is not required on shop -primed items. 1. Lusterless Alkyd Enamel: 2 finish coats over primer. a. Primer: Synthetic Rust -Inhibiting Primer. b. First Coat: Lusterless Alkyd Enamel. c. Second Coat: Lusterless Alkyd Enamel. E. Zinc -Coated Metal: 1. Lusterless Alkyd Enamel: 2 finish coats over primer. a. Primer: Galvanized Metal Primer. b. First Coat: Alkyd Gloss Enamel. c. Second Coat: Alkyd Gloss Enamel. PAINTING 25069 - City of Corpus Christi Detention Center 09 91 13 - 13 July 31, 2025 3.08 INTERIOR PAINT SCHEDULE A. General: Provide the following paint systems for the various substrates, as indicated. B. Concrete and Masonry (Other than concrete masonry units): 1. Semi -gloss Enamel Finish: 3 coats with total dry film thickness not less than 3.5 mils (0.0889 mm). a. Primer: Latex -Based Interior Flat Paint. b. Undercoat: Interior Enamel Undercoat. c. Finish Coat: Interior semi -gloss Odorless Acrylic Enamel. C. Concrete Masonry Units: 1. Semi -gloss Acrylic Enamel Finish: 2 coats over filled surface with total dry film thickness not less than 3.5 mils (0.0889 mm), excluding filler coat. a. Block Filler: High Performance Latex Block Filler. b. Undercoat: Interior Enamel Undercoat. c. Finish Coat: Interior semi -gloss Odorless Acrylic Enamel. D. Gypsum Drywall Systems: 1. Egg -Shell Acrylic Enamel Finish: 2 finish coats over primer with total dry film thickness not less than 2.5 mils (0.0635 mm). a. Primer: Interior Latex -Based White Primer. b. First Coat: Interior Egg -Shell Acrylic Enamel. c. Second Coat: Interior Egg -Shell Acrylic Enamel 2. Semi -gloss Acrylic Enamel Finish: 3 coats with total dry film thickness not less than 2.5 mils (0.0635 mm). a. Primer: Interior Latex -Based White Primer. b. First Coat: Interior Egg -Shell Acrylic Enamel. c. Second Coat: Interior semi -gloss Acrylic Enamel. E. Woodwork and Hardboard: 1. Semigloss Enamel Finish: 3 coats. a. Undercoat: Interior Enamel Undercoat. b. First Coat: Interior semi -gloss Odorless Acrylic Enamel. c. Second Coat: Interior semi -gloss Odorless Acrylic Enamel. PAINTING 25069 - City of Corpus Christi Detention Center 09 91 13 - 14 July 31, 2025 F. Ferrous Metal: 1. Lusterless (Flat) Finish: 2 finish coats over primer with total dry film thickness not less than 2.5 mils (0.0635 mm). a. Primer: Synthetic Rust -Inhibiting Primer. b. First Coat: Latex -Based Interior Flat Paint. c. Second Coat: Latex -Based Interior Flat Paint. 2. Semigloss Enamel Finish: 2 coats over primer with total dry film thickness not less than 2.5 mils (0.0635 mm). a. Primer: Synthetic Rust -Inhibiting Primer. b. Undercoat: Interior Enamel Undercoat. c. Finish Coat: Interior semigloss Acrylic Enamel. G. Zinc -Coated Metal: 1. Lusterless (Flat) Finish: 2 finish coats over primer with total dry film thickness not less than 2.5 mils (0.0635 mm). a. Primer: Galvanized Metal Primer. b. First Coat: Latex -Based Interior Flat Paint. c. Second Coat: Latex -Based Interior Flat Paint. 2. Semigloss Finish: 2 coats over primer, with total dry film thickness not less than 2.5 mils (0.0635 mm). a. Primer: Galvanized Metal Primer. b. Undercoat: Interior Enamel Undercoat. c. Finish Coat: Interior semi -gloss Acrylic Enamel. END OF SECTION 09 91 13 PAINTING 25069 - City of Corpus Christi Detention Center 09 91 13 - 15 July 31, 2025 SECTION 09 96 00 - HIGH-PERFORMANCE COATINGS PART 1- GENERAL 1.01 SECTION INCLUDES A. High performance coatings. B. Surface preparation. 1.02 RELATED REQUIREMENTS A. Section 09 90 00 - PAINTS AND COATINGS 1.03 REFERENCE STANDARDS A. MPI (APSM) - Master Painters Institute Architectural Painting Specification Manual; Current Edition. 1.04 SUBMITTALS A. See Section 00 73 00 Supplementary Conditions for submittal procedures. B. Product Data: Provide complete list of all products to be used, with the following information for each: 1. Manufacturer's name, product name and/or catalog number, and general product category (e.g. "alkyd enamel"). 2. MPI product number (e.g. MPI #47). 3. Cross-reference to specified coating system(s) product is to be used in; include description of each system. 4. Manufacturer's installation instructions. C. Maintenance Data: Include cleaning procedures and repair and patching techniques. D. Maintenance Materials: Furnish the following for Owner's use in maintenance of project. 1. Extra Coating Materials: 1 gallon (4 liters) of each type and color. 2. Label each container with manufacturer's name, product number, color number, and room names and numbers where used. 1.05 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site in sealed and labeled containers; inspect to verify acceptability. HIGH-PERFORMANCE COATINGS 25069 - City of Corpus Christi Detention Center 099600-1 July 31, 2025 B. Container Label: Include manufacturer's name, type of coating, brand name, lot number, brand code, coverage, surface preparation, drying time, cleanup requirements, color designation, and instructions for mixing and reducing. C. Coating Materials: Store at minimum ambient temperature of 45 degrees F (7 degrees C) and a maximum of 90 degrees F (32 degrees C), in ventilated area, and as required by manufacturer's instructions. 1.06 FIELD CONDITIONS A. Do not install materials when temperature is below 55 degrees F (13 degrees C) or above 90 degrees F (32 degrees C). B. Maintain this temperature range, 24 hours before, during, and 72 hours after installation of coating. C. Restrict traffic from area where coating is being applied or is curing. 1.07 WARRANTY A. See Section 01 1100 Summary of Work for additional warranty requirements. B. Correct defective Work within a five year period after Date of Substantial Completion. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. High -Performance Coatings: 1. Basis of Design Product: Pittsburgh Paints: www.ppgpaints.com/#sle. 2. Sherwin-Williams Company: www.protective.sherwin-williams.com/industries/#sle. 3. Substitutions: Section 00 73 00 Supplementary Conditions. 2.02 TOP COAT MATERIALS A. Coatings - General: Provide complete multi -coat systems formulated and recommended by manufacturer for the applications indicated, in the thicknesses indicated; number of coats specified does not include primer or filler coat. 1. Colors: As selected by Architect from Manufacturer's full range of colors. B. Concrete Masonry Units (CMU) where scheduled: 1. Top Coat(s): Latex, Interior, High Performance Architectural. a. Basis of Design Products: 1) Pittsburgh Paints; Pitt -Glaze WB1 High Performance Pre -Catalyzed Waterborne Epoxy, 16-1510 Series, Semi -Gloss. (MPI #141) @ 1.6 mils dry. HIGH-PERFORMANCE COATINGS 25069 - City of Corpus Christi Detention Center 099600-2 July 31, 2025 2.03 PRIMERS A. Primers: Provide the following unless other primer is required or recommended by coating manufacturer. 1. Block Filler, Latex. a. Products: 1) Pittsburgh Paints; Speedhide Masonry Hi Fill Latex Block Filler, 6-15X1: www.ppgpaints.com/#sle. (MPI #4) 2.04 ACCESSORY MATERIALS A. Accessory Materials: Provide primers, sealers, cleaning agents, cleaning cloths, sanding materials, and clean-up materials as required for final completion of coated surfaces. PART 3 - EXECUTION 3.01 PREPARATION A. Protect adjacent surfaces and materials not receiving coating from spatter and overspray; mask if necessary to provide adequate protection. Repair damage. B. Clean surfaces of loose foreign matter. C. Remove substances that would bleed through finished coatings. If unremovable, seal surface with shellac. D. Remove finish hardware, fixture covers, and accessories and store. E. Masonry: 1. Prepare surface as recommended by coating manufacturer. 3.02 PRIMING A. Concrete Masonry: Apply masonry filler to thickness required to fill holes and produce smooth surface; minimum thickness of 7.0 mils (0.178 mm). 3.03 COATING APPLICATION A. Apply coatings in accordance with manufacturer's written instructions, to thicknesses specified and recommendations in MPI - Architectural Painting and Specification Manual. B. Apply in uniform thickness coats, without runs, drips, pinholes, brush marks, or variations in color, texture, or finish. Finish edges, crevices, corners, and other changes in dimension with full coating thickness. HIGH-PERFORMANCE COATINGS 25069 - City of Corpus Christi Detention Center 099600-3 July 31, 2025 3.04 CLEANING A. Collect waste material that could constitute a fire hazard, place in closed metal containers, and remove daily from site. B. Clean surfaces immediately of overspray, splatter, and excess material. C. After coating has cured, clean and replace finish hardware, fixtures, and fittings previously removed. 3.05 PROTECTION A. Protect finished work from damage. END OF SECTION 09 96 00 HIGH-PERFORMANCE COATINGS 25069 - City of Corpus Christi Detention Center 099600-4 July 31, 2025 SECTION 10 1419 - DIMENSIONAL LETTER SIGNAGE PART 1- GENERAL 1.01 SUMMARY A. Section Includes: 1. Dimensional characters. 1.02 ACTION SUBMITTALS A. Product Data: For each type of product. B. Shop Drawings: For signs. 1. Include fabrication and installation details and attachments to other work. 2. Show sign mounting heights, locations of supplementary supports to be provided by other installers, and accessories. 3. Show message list, typestyles, graphic elements, and layout for each sign at least half size. C. Samples: For each exposed product and for each color and texture specified. 1.03 INFORMATIONAL SUBMITTALS A. Sample warranty. 1.04 WARRANTY A. Special Warranty: Manufacturer agrees to repair or replace components of signs that fail in materials or workmanship within specified warranty period. 1. Warranty Period: Five years from date of Substantial Completion. PART 2 - PRODUCTS 2.01 DIMENSIONAL CHARACTERS A. Fabricated Flat Characters: Metal faced, formed free from warp and distortion; with uniform faces, sharp corners, and precisely formed lines and profiles; internally braced for stability, to meet structural performance loading without oil -canning or other surface deformation, and for securing fasteners; and as follows. 1. Character Material: Sheet or plate aluminum. 2. Character Height: As indicated on Drawings. 3. Character Depth or Thickness: As indicated on Drawings. 4. Character Font: As indicated on Drawings. DIMENSIONAL LETTER SIGNAGE 25069 - City of Corpus Christi Detention Center 10 14 19 - 1 July 31, 2025 5. Finishes as indicated on Drawings: a. Baked -Enamel or Powder -Coat Finish: Manufacturer's standard, in colors as selected by Architect from Manufacturer's full range of colors. b. Decals. Graphics as indicated on Drawings. 6. Mounting: Manufacturer's standard concealed fastening for size and design of character. 2.02 ACCESSORIES A. Fasteners and Anchors: Manufacturer's standard as required for secure anchorage of signs, noncorrosive and compatible with each material joined, and complying with the following: 1. Use concealed fasteners and anchors. 2.03 FABRICATION A. General: Provide manufacturer's standard sign assemblies according to requirements indicated. 1. Mill joints to a tight, hairline fit. Form assemblies and joints exposed to weather to resist water penetration and retention. 2. Provide welds and brazes behind finished surfaces without distorting or discoloring exposed side. Clean exposed welded and brazed connections of flux, and dress exposed and contact surfaces. PART 3 - EXECUTION 3.01 INSTALLATION OF DIMENSIONAL CHARACTERS A. General: Install signs using mounting methods indicated and according to manufacturer's written instructions. 1. Install signs level, plumb, true to line, and at locations and heights indicated, with sign surfaces free of distortion and other defects in appearance. 2. Before installation, verify that sign surfaces are clean and free of materials or debris that would impair installation. 3. Corrosion Protection: Coat concealed surfaces of exterior aluminum in contact with grout, concrete, masonry, wood, or dissimilar metals, with a heavy coat of bituminous paint. B. Mounting Methods: Manufacturer's standard concealed fastening for size and design of character. C. Remove temporary protective coverings and strippable films as signs are installed. END OF SECTION 10 14 19 DIMENSIONAL LETTER SIGNAGE 25069 - City of Corpus Christi Detention Center 10 14 19 - 2 July 31, 2025 SECTION 10 14 23.16 - ROOM -IDENTIFICATION PANEL SIGNAGE PART 1- GENERAL 1.01 REFERENCE STANDARDS A. Texas Accessibility Standards - 2012 Edition. B. ADA Standards - 2010 ADA Standards for Accessible Design; 2010. 1.02 SUMMARY A. Section includes room -identification signs that are directly attached to the building. 1.03 ACTION SUBMITTALS A. Product Data: For each type of product. B. Shop Drawings: For room -identification signs. 1. Include fabrication and installation details and attachments to other work. 2. Show sign mounting heights, locations of supplementary supports to be provided by other installers, and accessories. 3. Show message list, typestyles, graphic elements, including raised characters and Braille, and layout for each sign at least half size. C. Samples: For each exposed product and for each color and texture specified. 1.04 INFORMATIONAL SUBMITTALS A. Sample warranty. 1.05 CLOSEOUT SUBMITTALS A. Maintenance data. 1.06 WARRANTY A. Special Warranty: Manufacturer agrees to repair or replace components of signs that fail in materials or workmanship within specified warranty period. 1. Warranty Period: Five years from date of Substantial Completion. ROOM -IDENTIFICATION PANEL SIGNAGE 25069 - City of Corpus Christi Detention Center 101423.16-1 July 31, 2025 PART 2 - PRODUCTS 2.01 PERFORMANCE REQUIREMENTS A. Accessibility Standard: Comply with applicable provisions in the USDOJ's "2010 ADA Standards for Accessible Design", 2012 Texas Accessibility Standards and ICC A117.1. 2.02 ROOM -IDENTIFICATION SIGNS A. Room -Identification Sign: Sign with smooth, uniform surfaces; with message and characters having uniform faces, sharp corners, and precisely formed lines and profiles; and as follows: 1. Laminated -Sheet Sign: Polymer face sheet with raised graphics laminated to acrylic backing sheet to produce composite sheet. a. Composite -Sheet Thickness: Manufacturer's standard for size of sign. b. Surface -Applied Graphics: Applied "tactile" signage, with letters raised minimum of 1/32 inch (0.79 mm) and Grade II braille. c. Color(s): As selected by Architect from manufacturer's full range. d. Signage layout, graphics and lettering: As indicated on the Signage Schedule on the Drawings. 2. Sign -Panel Perimeter: Finish edges smooth. a. Edge Condition: As indicated on Drawings. b. Corner Condition in Elevation: As indicated on Drawings. 3. Backing Plate: Furnish and install a plain acrylic backing plate at all signage mounted to glazing. Color to match sign. 4. Mounting: Surface mounted to wall or glazing with two -face tape. 2.03 SIGN MATERIALS A. Acrylic Sheet: ASTM D 4802, category as standard with manufacturer for each sign, Type UVF (UV filtering). 2.04 ACCESSORIES A. Two -Face Tape: Manufacturer's standard high -bond, foam -core tape, 0.045 inch (1.14 mm) thick, with adhesive on both sides. 2.05 FABRICATION A. General: Provide manufacturer's standard sign assemblies according to requirements indicated. ROOM -IDENTIFICATION PANEL SIGNAGE 25069 - City of Corpus Christi Detention Center 101423.16-2 July 31, 2025 1. Mill joints to a tight, hairline fit. Form assemblies and joints exposed to weather to resist water penetration and retention. 2. Conceal connections if possible; otherwise, locate connections where they are inconspicuous. B. Subsurface -Applied Graphics: Apply graphics to back face of clear face -sheet material to produce precisely formed image. Image shall be free of rough edges. C. Subsurface -Etched Graphics: Reverse etch back face of clear face -sheet material. Fill resulting copy with manufacturer's standard enamel. Apply opaque manufacturer's standard background color coating over enamel -filled copy. PART 3 - EXECUTION 3.01 INSTALLATION A. General: Install signs using mounting methods indicated and according to manufacturer's written instructions. 1. Install signs level, plumb, true to line, and at locations and heights indicated, with sign surfaces free of distortion and other defects in appearance. 2. Install signs so they do not protrude or obstruct according to the accessibility standard. 3. Before installation, verify that sign surfaces are clean and free of materials or debris that would impair installation. B. Mounting Methods: 1. Two -Face Tape: Clean bond -breaking materials from substrate surface and remove loose debris. Apply tape strips symmetrically to back of sign and of suitable quantity to support weight of sign without slippage. Keep strips away from edges to prevent visibility at sign edges. Place sign in position, and push to engage tape adhesive. END OF SECTION 10 14 23.16 ROOM -IDENTIFICATION PANEL SIGNAGE 25069 - City of Corpus Christi Detention Center 101423.16-3 July 31, 2025 SECTION 10 26 13 - CORNER GUARDS PART 1- GENERAL 1.01 SUMMARY A. This section includes the following types of wall protection systems: 1. Corner Guards 1.02 REFERENCES A. American Society for Testing and Materials (ASTM) 1.03 SUBMITTALS A. General: Submit the following in accordance with conditions of contract and Division 1 specification section 01 33 00 "Submittal Procedures". B. Product data and detailed specifications for each system component and installation accessory required, including installation methods for each type of substrate. C. Shop drawings showing locations, extent and installation details of corner guards. Show methods of attachment to adjoining construction. D. Samples for verification purposes: Submit the following samples, as proposed for this work, far verification of guard. E. Maintenance data for wall protection system components for inclusion in the operating and maintenance manuals specified in Division 1. 1.04 QUALITY ASSURANCE A. Installer qualifications: Engage an installer who has no less than 3 years' experience in installation of systems similar in complexity to those required for this project. B. Manufacturer's qualifications: Not less than 5 years' experience in the production of specified products and a record of successful in-service performance. C. Single source responsibility: Provide all components of the wall protection system manufactured by the same company to ensure compatibility of color, texture and physical properties. 1.05 DELIVERY, STORAGE AND HANDLING A. Deliver materials to the project site in unopened original factory packaging clearly labeled to show manufacturer. B. Material must be stored flat. CORNER GUARDS 25069 - City of Corpus Christi Detention Center 102613-1 July 31, 2025 C. Handling: Take adequate measure to prevent damage to materials. 1.06 PROJECT CONDITIONS A. Ambient Conditions: Do not install wall protection products until installation areas are enclosed and weatherproof. HVAC system must be operational and maintaining temperature at 650-75°F (18°-24°C) for at least 72 hours prior to installation. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Basis of Design Manufacturer: TheCornerGuardStore.com 1. 2220 Fernbrook Lane North, Plymouth, MN 55447 11445 E Via Linda, Suite 2 #323, Scottsdale, AZ 85259 2. Tel: 800-516-0436 2.02 DESCRIPTION A. Basis of Design Product: Model CG-SS4-141721-90 - 72" (1828.8mm) x 1" (25.4mm) x 1" (25.4mm) x 90° Surface mounted stainless steel corner guard with a 1/8" (3.2mm) radius corner. Construction adhesive included for standard installation. 2.03 MATERIALS A. Stainless Steel: Type 304, 14 gauge, with a #4 satin finish. B. Adhesive: Polyurethane based construction adhesive. 2.04 FABRICATION A. Corner guards shall be factory formed from stainless steel sheet. 1. Lengthwise perimeter edges to include an optional nominal 10° return bend. 2. Edge burrs shall be removed. 3. Satin finish grain oriented parallel with length. 4. Single piece fabrication to 144" (3658) in length. PART 3 - EXECUTION 3.01 EXAMINATION A. Verification of conditions: Examine areas and conditions under which work is to be performed and identify conditions detrimental to proper or timely completion. 1. Do not proceed until unsatisfactory conditions have been corrected. CORNER GUARDS 25069 - City of Corpus Christi Detention Center 102613-2 July 31, 2025 3.02 PREPARATION A. Surface preparation: Prior to installation, clean substrate to remove dirt, debris and loose 1. particles. Perform additional preparation procedures as required by manufacturer's instructions. B. Protection: Take all necessary steps to prevent damage to material during installation as required in manufacturer's installation instructions. 3.03 INSTALLATION A. Install the work of this section in strict accordance with the manufacturer's recommendations, using only approved mounting hardware, and locating all components firmly into position, level and plumb. 3.04 CLEANING A. General: Immediately upon completion of installation, clean material in accordance with manufacturer's recommended cleaning method. B. Remove surplus materials, rubbish and debris resulting from installation as work progresses and upon completion of work. 3.05 PROTECTION A. Protect installed materials to prevent damage by other trades. Use materials that may be easily removed without leaving residue or permanent stains. END OF SECTION 10 26 13 CORNER GUARDS 25069 - City of Corpus Christi Detention Center 102613-3 July 31, 2025 SECTION 10 28 00 - TOILET, BATH, AND LAUNDRY ACCESSORIES PART 1- GENERAL 1.01 REFERENCE STANDARDS A. ASTM A480/A480M - Standard Specification for General Requirements for Flat -Rolled Stainless and Heat -Resisting Steel Plate, Sheet, and Strip; 2025a. B. NFPA 70 - National Electrical Code; Most Recent Edition Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements. 1.02 SUMMARY A. Section Includes: 1. Public -use washroom accessories. 2. Custodial accessories. 1.03 ACTION SUBMITTALS A. Product Data: For each type of product. B. Samples: For each exposed product and for each finish specified, full size. 1. Approved full-size Samples will be returned and may be used in the Work. 1.04 INFORMATIONAL SUBMITTALS A. Sample warranties. 1.05 CLOSEOUT SUBMITTALS A. Maintenance data. 1.06 WARRANTY A. Manufacturer's Special Warranty for Mirrors: Manufacturer agrees to repair or replace mirrors that fail in materials or workmanship within specified warranty period. 1. Warranty Period: 10 years from date of Substantial Completion. PART 2 - PRODUCTS 2.01 PERFORMANCE REQUIREMENTS A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. TOILET, BATH, AND LAUNDRY ACCESSORIES 25069 - City of Corpus Christi Detention Center 102800-1 July 31, 2025 B. Structural Performance: Design accessories and fasteners to comply with the following requirements: 1. Grab Bars: Installed units are able to resist 250 Ibf concentrated load applied in any direction and at any point. 2.02 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. A&J Washroom Accessories. 2. ASI American Specialties, Inc.; ASI Group. 3. Bobrick Washroom Equipment, Inc. 4. Bradley Corporation. 5. Gamco Commercial Restroom Accessories; Bobrick Washroom Equipment, Inc. 2.03 PUBLIC -USE WASHROOM ACCESSORIES A. Grab Bar, Types TA-1 and TA-2: 1. Basis of Design: Bobrick B-6806 Series. a. TA-1: Bobrick B-6806 x 36" b. TA-2: Bobrick B-6806 x 42" 2. Mounting: Flanges with concealed fasteners. 3. Material: Stainless steel, 0.05 inch (1.27 mm) thick. a. Finish: Smooth, ASTM A480/A480M No. 4 finish (satin). 4. Outside Diameter: 1-1/2 inches (38 mm). 5. Configuration and Length: As indicated on Drawings . B. Toilet Tissue (Roll) Dispenser, Type TA-3: 1. Basis of Design: Bobrick B-6977. 2. Description: Recessed horizontal dual -roll toilet paper dispenser. 3. Mounting: Recessed. 4. Capacity: Designed for two standard diameter tissue rolls. 5. Material and Finish: Type 304, 22-guage satin stainless steel. 6. Theft -resistant toilet tissue spindles shall be removable only with special key provided. C. Sanitary -Napkin Disposal Unit, Type TA-4: 1. Basis of Design: Bobrick B-270. TOILET, BATH, AND LAUNDRY ACCESSORIES 25069 - City of Corpus Christi Detention Center 102800-2 July 31, 2025 2. Mounting: Surface mounted. 3. Door or Cover: Self -closing, disposal -opening cover. 4. Receptacle: Removable. 5. Material and Finish: Stainless steel, ASTM A480/A480M No. 4 finish (satin) . D. Soap Dispenser, Type TA-6: 1. Basis of Design: Bobrick B-2111. 2. Mounting: Surface mounted. 3. Container: 18-8 S, type 304, 22-gauge stainless steel with satin -finish. Body is drawn, one- piece, seamless construction. Back plate has mounting bracket attached. Furnished with concealed wall plate. Equipped with a clear acrylic refill -indicator window and a locked, hinged stainless steel lid for top filling. 4. Valve: Black molded plastic push button and spout. Soap head -holding mushroom valve. Stainless steel spring. U-packing seal and duckbill. Antibacterial -soap -resistant plastic cylinder. 5. Capacity: 40-f1. oz. E. Mirror Unit, Type TA-7: 1. Basis of Design: Bobrick B-290 2436. 2. Frame: Type 304 Heavy Gauge Stainless Steel frame, 3/4" x 3/4" with satin finish. a. Corners: Manufacturer's standard. 3. Size: 24 x 36 inches. 4. Hangers: Manufacturer's standard rigid, tamper and theft resistant. F. Combination Towel (Folded) Dispenser/Waste Receptacle, Type TA-9: 1. Basis of Design: Bobrick B-3942. 2. Description: Combination unit for dispensing C-fold or multifold towels, with removable waste receptacle. 3. Mounting: a. Semi -recessed. 4. Minimum Towel -Dispenser Capacity: 600 C-fold or 800 multifold paper. 5. Minimum Waste -Receptacle Capacity: 12 gallon. 6. Material and Finish: Stainless steel, ASTM A480/A480M No. 4 finish (satin). 7. Lockset: Tumbler type for towel -dispenser compartment. TOILET, BATH, AND LAUNDRY ACCESSORIES 25069 - City of Corpus Christi Detention Center 102800-3 July 31, 2025 2.04 FABRICATION A. Keys: Provide universal keys for internal access to accessories for servicing and resupplying. Provide minimum of six keys to Owner's representative. PART 3 - EXECUTION 3.01 INSTALLATION A. Install accessories in accordance with manufacturers' written instructions, using fasteners appropriate to substrate indicated and recommended by unit manufacturer. Install units level, plumb, and firmly anchored in locations and at heights indicated. 1. Remove temporary labels and protective coatings. B. Grab Bars: Install to comply with specified structural -performance requirements. END OF SECTION 10 28 00 TOILET, BATH, AND LAUNDRY ACCESSORIES 25069 - City of Corpus Christi Detention Center 102800-4 July 31, 2025 SECTION 10 44 00 - FIRE PROTECTION SPECIALTIES PART 1- GENERAL 1.01 SECTION INCLUDES A. Fire extinguishers. B. Fire extinguisher cabinets. C. Accessories. 1.02 REFERENCE STANDARDS A. ASTM E814 - Standard Test Method for Fire Tests of Penetration Firestop Systems; 2023a. B. NFPA 10 - Standard for Portable Fire Extinguishers; 2022. 1.03 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Product Data: Provide extinguisher operational features. C. Shop Drawings: Indicate locations of cabinets and cabinet physical dimensions. D. Manufacturer's Installation Instructions: Indicate special criteria and wall opening coordination requirements. E. Maintenance Data: Include test, refill or recharge schedules and re -certification requirements. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Fire Extinguishers, Cabinets and Accessories: 1. Basis of Design Product: Activar Construction Products Group, Inc. - JL Industries; Model Cosmic 5E Extinguisher - Multipurpose Chemical: www.activarcpg.com/#sle. 2. Larsen's Manufacturing Company. 3. Kidde, a unit of United Technologies Corp: www.kidde.com/#sle. 4. Potter -Roemer: www.potterroemer.com/#sle. 5. Substitutions: See Section 01 60 00 - Product Requirements. B. Fire Extinguisher Cabinets and Accessories: 1. Basis of Design Product: Activar Construction Products Group, Inc. - JL Industries; Ambassador Series: www.activarcpg.com/#sle. 2. Kidde, a unit of United Technologies Corp: www.kidde.com/#sle. FIRE PROTECTION SPECIALTIES 25069 - City of Corpus Christi Detention Center 104400-1 July 31, 2025 3. Larsen's Manufacturing Co: www.larsensmfg.com/#sle. 4. Potter -Roemer: www.potterroemer.com/#sle. 5. Substitutions: See Section 01 60 00 - Product Requirements. 2.02 FIRE EXTINGUISHERS A. Fire Extinguishers - General: Comply with product requirements of NFPA 10 and applicable codes, whichever is more stringent. B. Multipurpose Dry Chemical Type Fire Extinguishers: Carbon steel tank, with pressure gauge. 1. Class: A:B:C type. 2. Size: 5 pound (2.27 kg). 3. Finish: Baked polyester powder coat, color as selected. 2.03 FIRE EXTINGUISHER CABINETS A. Fire Rating: Listed and labeled in accordance with ASTM E814 requirements for fire resistance rating of walls where being installed. B. Fire Rated Cabinet Construction: Two-hour fire rated. 1. Tub Material: Cold rolled steel. C. Cabinet Configuration: Recessed and Semi -recessed types where indicated on Drawings. 1. Size to accommodate accessories. 2. Trim: Flat square edge, with 3 inch (76 mm) wide face. D. Door and Trim: 20 gauge cold rolled steel. Basis of Design Product: Activar Construction Products Group, Inc. - JL Industries; Ambassador Series, Style L22 solid door with Saf-T-Lok and recessed pull (ADA) . E. Cabinet Mounting Hardware: Appropriate to cabinet, with pre -drilled holes for placement of anchors. F. Fabrication: Weld, fill, and grind components smooth. G. Finish of Cabinet Exterior Trim and Door: Baked enamel, white color. H. Finish of Cabinet Interior: White colored enamel. 2.04 ACCESSORIES A. Extinguisher Brackets: Formed steel, chrome -plated. B. Lettering: "FIRE EXTINGUISHER" horizontal decal, prespaced red lettering in accordance with authorities having jurisdiction (AHJ). FIRE PROTECTION SPECIALTIES 25069 - City of Corpus Christi Detention Center 104400-2 July 31, 2025 PART 3 - EXECUTION 3.01 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Install fire extinguishers at height in compliance with the 2012 Texas Accessibility Standards. C. Place extinguishers in cabinets and on wall brackets as indicated on Drawings. END OF SECTION 10 44 00 FIRE PROTECTION SPECIALTIES 25069 - City of Corpus Christi Detention Center 104400-3 July 31, 2025 SECTION 12 36 61.16 - SOLID SURFACING COUNTERTOPS PART 1- GENERAL 1.01 REFERENCE STANDARDS A. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2023d. B. AWI/AWMAC/WI - Architectural Woodwork Standards, 2nd Edition; 2014, with Errata (2016). C. UL 723 - Standard for Test for Surface Burning Characteristics of Building Materials; Current Edition, Including All Revisions. 1.02 SUMMARY A. Section Includes: 1. Solid surface material countertops. 2. Solid surface material back and end splashes. 3. Solid surface material apron fronts. 1.03 ACTION SUBMITTALS A. Product Data: Manufacturer's technical literature indicating physical properties and performance criteria for solid surface materials and related components. B. Shop Drawings: Show materials, finishes, edge and backsplash profiles, methods of joining, anchorages and cutouts for plumbing fixtures. Provide templates and rough -in measurements. C. Samples: For each type of material exposed to view, submit two, 2 x 2 inch (50.8 mm) samples representative of colors, patterns, textures, finishes and edge treatments. Approved samples will be retained as a standard for the work. 1.04 INFORMATIONAL SUBMITTALS A. Manufacturer's written installation instructions. B. Maintenance Data: Manufacturer's recommended cleaning and maintenance procedures. Include in project closeout documents. 1.05 DESIGN REQUIREMENTS A. Design Load: Deflection limited to 1/360. B. Design items with sufficient strength for handling stresses. C. Accessible Design: Comply with the Americans with Disabilities Act (ADA), Accessibility Guidelines for Buildings and Facilities (ADAAG) and with the Texas Accessibility Standards. SOLID SURFACING COUNTERTOPS 25069 - City of Corpus Christi Detention Center 12 36 61.16 - 1 July 31 2025 PART 2 - PRODUCTS 2.01 SOLID SURFACE COUNTERTOP MATERIALS A. Solid Surface Material: Homogeneous -filled plastic resin complying with ISSFA 2. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Formica Corporation; Everform Solid Surface countertops. b. Wilsonart LLC; Solid Surface countertops. 2. Type: Provide Standard type unless Special Purpose type is indicated. 3. Fire -Test -Response Characteristics: Provide solid surface fabrications with the following surface -burning characteristics as determined by testing identical products per ASTM E84 by UL 723 or another testing and inspecting agency acceptable to authorities having jurisdiction. a. Flame -Spread Index: 25 or less. b. Smoke -Developed Index: 450 or less. 4. Colors and Patterns: As selected by Architect from manufacturer's full range. 2.02 FABRICATION A. Fabricate countertops according to solid surface material manufacturer's written instructions and to the AWI/AWMAC/WI's "Architectural Woodwork Standards. 1. Grade: Custom. B. Countertops: 1. 1/2-inch- thick, solid surface material with front edge built up with same material. C. Backsplashes: 1/2-inch- thick, solid surface material. D. Joints: 1. Fabricate countertops with hairline joints that are tight, held rigidly in place. E. Cutouts and Holes: 1. Undercounter Plumbing Fixtures: Make cutouts for fixtures in shop using template or pattern furnished by fixture manufacturer. Form cutouts to smooth, even curves. 2.03 INSTALLATION MATERIALS A. Adhesive: Product recommended by solid surface material manufacturer. B. Sealant for Countertops: Comply with applicable requirements in Section 07 92 00 "Joint Sealants." SOLID SURFACING COUNTERTOPS 25069 - City of Corpus Christi Detention Center 12 36 61.16 - 2 July 31 2025 PART 3 - EXECUTION 3.01 INSTALLATION A. Install in accordance with manufacturer's written installation instructions and approved Submittals. B. Set items plumb, level, rigid and solidly adhered to substrate. C. Prefit items: Adjust supports to make fit. Align joints over support framing. D. Fasten countertops as recommended by manufacturer. E. Bond joints with adhesive and draw tight as countertops are set. Mask areas of countertops adjacent to joints to prevent adhesive smears. F. Install backsplashes and end splashes by adhering to wall and countertops with adhesive. G. Install aprons to backing and countertops with adhesive. H. Complete cutouts not finished in shop. Mask areas of countertops adjacent to cutouts to prevent damage while cutting. Make cutouts to accurately fit items to be installed, and at right angles to finished surfaces unless beveling is required for clearance. Ease edges slightly to prevent snipping. I. Apply sealant to gaps at walls; comply with Section 07 92 00 "Joint Sealants." 3.02 CLEANING: A. Clean and polish fabrications in accordance with manufacturer's instructions. B. Promptly remove excessive mastic and seam adhesive. END OF SECTION 12 36 61.16 SOLID SURFACING COUNTERTOPS 25069 - City of Corpus Christi Detention Center 12 36 61.16 - 3 July 31 2025 SECTION 2102 01 - COORDINATION DRAWINGS PART 1- GENERAL 1.1 GENERAL REQUIREMENTS A. The requirements of the General Conditions 013100 and Supplementary Conditions apply to all Work herein. 1.2 COORDINATION DRAWINGS A. The Contractor shall take the lead in coordinating the Mechanical, Electrical, Plumbing, and Fire Protection systems within the building. B. The General Contractor shall coordinate a three-dimensional (3D) model of the building which includes the Mechanical, Electrical, Plumbing, and Fire Protection systems. The Mechanical, Electrical, Plumbing, and Fire Protection Contractors shall prepare their work and generate 3D models which will be given to the General Contractor for coordination. The Contractor will be provided with the REVIT model that was used to generate the contract documents, this file may be used as the background file. The Contractor shall replace the systems drawn with the actual shop drawing models. The Contractor is not limited to using REVIT, but may use any 3-D software in generating and combining the coordination model. C. Submitting the contract drawings as coordination drawings will not be acceptable. D. The model shall include detailed and accurate representations of all equipment to be installed based upon the reviewed equipment submittals. E. The Contractor shall hold a 3-D coordination meeting with all sub- contractors present to review the model and discuss coordination of the installation of the building systems. F. Upon completion of the coordination meeting, the Contractor shall submit the 3-D model and %" scale drawings for review. G. The model shall detail major elements, components, and systems in relationship with other systems, installations, and building components. Indicate locations where space is limited for installation and access and where sequencing and coordination of installations are of importance to the efficient flow of the Work, including (but not necessarily limited to) the following: 1. Indicate the proposed locations of pipe, duct, equipment, and other materials. Include the following: a. Wall and type locations. b. Clearances for installing and maintaining insulation. COORDINATION DRAWINGS 25069 - City of Corpus Christi Detention Center 210201-1 July 31, 2025 c. Locations of light fixtures and sprinkler heads. d. Clearances for servicing and maintaining equipment, including tube removal, filter removal, and space for equipment disassembly required for periodic maintenance. e. Equipment connections and support details. f. Exterior wall and foundation penetrations. g. Routing of storm and sanitary sewer piping. h. Fire -rated wall and floor penetrations. i. Sizes and location of required concrete pads and bases. j. Valve stem movement. k. Structural floor, wall and roof opening sizes and details. 2. Indicate scheduling, sequencing, movement, and positioning of large equipment into the building during construction. 3. Prepare floor plans, elevations, and details to indicate penetrations in floors, walls, and ceilings and their relationship to other penetrations and installations. 4. Prepare reflected ceiling plans to coordinate and integrate installations, air distribution devices, light fixtures, communication systems components, and other ceiling -mounted items. H. Sequence of Coordination Below is hierarchy of model elements and the sequencing by which the models will be coordinated. 1. Structural and Architectural model 2. Miscellaneous steel 3. Perform preliminary space allocation 4. Identify hard constraints (locations of access panels, lights, A/V space requirements, etc.) 5. Main and medium pressure ducts from the shaft out 6. Main graded plumbing lines and vents 7. Sprinkler mains and branches S. Cold and hot water mains and branches 9. Lighting fixtures and plumbing fixtures 10. Smaller sized ducts and flex ducts 11. Smaller size cold water and hot water piping, flex ducts, etc. COORDINATION DRAWINGS 25069 - City of Corpus Christi Detention Center 210201-2 July 31, 2025 I. The Contractor and Sub -Contractors shall not install any item until the coordination has been completed and reviewed by the Construction Manager, Owner, and A/E team. J. This Contractor shall be responsible for coordination of all items that will affect the installation of the work of this Division. This coordination shall include, but not be limited to: voltage, ampacity, capacity, electrical and piping connections, space requirements, sequence of construction, building requirements and special conditions. K. By submitting shop drawings on the project, this Contractor is indicating that all necessary coordination has been completed and that the systems, products and equipment submitted can be installed in the building and will operate as specified and intended, in full coordination with all other Contractors and Subcontractors. END OF SECTION COORDINATION DRAWINGS 25069 - City of Corpus Christi Detention Center 210201-3 July 31, 2025 SECTION 2105 29 — HANGERS AND SUPPORTS FOR FIRE SUPPRESSION PIPING AND EQUIPMENT PART 1- GENERAL 1.1 WORK INCLUDED A. Pipe, and equipment hangers, supports and associated anchors. B. Sleeves and seals. C. Flashing and sealing equipment and pipe stacks. 1.2 RELATED WORK A. Section 2113 00 — Wet Pipe Sprinkler System. 1.3 REFERENCES A. ANSI/ASME B31.1 - Power Piping. B. NFPA 13 - Standard for the Installation of Sprinkler Systems. C. NFPA 14 - Standard for the Installation of Standpipe and Hose Systems. 1.4 QUALITY ASSURANCE A. Supports for Sprinkler Piping: In conformance with NFPA 13. 1.5 SUBMITTALS A. Submit shop drawings and product data under provisions of Division One. B. Indicate hanger and support framing and attachment methods. PART 2 - PRODUCTS 2.1 PIPE HANGERS AND SUPPORTS A. Hangers for Pipe Sizes 1/2 to 1-1/2 Inch Malleable iron, adjustable swivel, split ring. B. Hangers for Pipe Sizes 2 to 4 Inches Carbon steel, adjustable, clevis. C. Hangers for Pipe Sizes 6 Inches and Over: Adjustable steel yoke, cast iron roll, double hanger. D. Multiple or Trapeze Hangers: Steel channels with welded spacers and hanger rods; cast iron roll and stand for pipe sizes 6 inches and over. HANGERS AND SUPPORTS FOR FIRE SUPPRESSION PIPING AND EQUIPMENT 25069 - City of Corpus Christi Detention Center 210529-1 7-31-2025 E. Wall Support for Pipe Sizes to 3 Inches: Cast iron hook. F. Wall Support for Pipe Sizes 4 Inches and Over: adjustable steel yoke and cast iron roll. G. Vertical Support: Steel riser clamp. H. Floor Support for Pipe Sizes to 4 Inches: Cast iron adjustable pipe saddle, locknut nipple, floor flange, and concrete pier or steel support. I. Floor Support for Pipe Sizes 6 Inches and Over: Adjustable cast iron roll and stand, steel screws, and concrete pier or steel support. J. Roof Pipe Supports and Hangers: Galvanized Steel Channel System as manufactured by Portable Pipe Hangers, Inc. or approved equal. For pipes 2-1/2" and smaller — Type PP10 with roller For pipes 3" through 8" — Type PS For multiple pipes — Type PSE - Custom K. For installation of protective shields refer to paragraph 3.3.0 Shields. 2.2 HANGER RODS A. Galvanized Hanger Rods: Threaded both ends, threaded one end, or continuous threaded. 2.3 INSERTS A. Inserts: Malleable iron case of galvanized steel shell and expander plug for threaded connection with lateral adjustment, top slot for reinforcing rods, lugs for attaching to forms; size inserts to suit threaded hanger rods. 2.4 FLASHING A. Metal Flashing: 20 gage galvanized steel. B. Lead Flashing: 4 lb./sq. ft. sheet lead for waterproofing; 1 lb./sq. ft. sheet lead for soundproofing. C. Caps: Steel, 20 gage minimum; 16 gage at fire resistant elements. D. Coordinate with roofing contractor/architect for type of flashing on metal roofs. 2.5 EQUIPMENT CURBS A. Fabricate curbs of hot dipped galvanized steel. HANGERS AND SUPPORTS FOR FIRE SUPPRESSION PIPING AND EQUIPMENT 25069 - City of Corpus Christi Detention Center 210529-2 7-31-2025 2.6 SLEEVES A. Sleeves for Pipes through Non -fire Rated Floors: Form with 18 gage galvanized steel, tack welded to form a uniform sleeve. B. Sleeves for Pipes through Non -fire Rated Beams, Walls, Footings, and Potentially Wet Floors: Form with steel pipe, schedule 40. C. Sleeves for Pipes through Fire Rated and Fire Resistive Floors and Walls, and Fireproofing: Prefabricated fire rated steel sleeves including seals, UL listed. D. Fire Stopping Insulation: Glass fiber type, non-combustible, U.L. listed. E. Caulk: Paintable 25-year acrylic sealant. F. Pipe Alignment Guides: Factory fabricated, of cast semi -steel or heavy fabricated steel, consisting of bolted, two -section outer cylinder and base with two -section guiding spider that bolts tightly to pipe. Length of guides shall be as recommended by manufacturer to allow indicated travel. 2.7 FABRICATION A. Size sleeves large enough to allow for movement due to expansion and contraction. Provide for continuous insulation wrapping. B. Design hangers without disengagement of supported pipe. C. Design roof supports without roof penetrations, flashing or damage to the roofing material. 2.8 FINISH A. Prime coat exposed steel hangers and supports. Hangers and supports located in crawl spaces, pipe shafts, and suspended ceiling spaces are not considered exposed. PART 3 - EXECUTION 3.1 INSERTS A. Provide inserts for suspending hangers from reinforced concrete slabs and sides of reinforced concrete beams. Coordinate with structural engineer for placement of inserts. B. Provide hooked rod to concrete reinforcement section for inserts carrying pipe over 4 inches. C. Where concrete slabs form finished ceiling, provide inserts to be flush with slab surface. HANGERS AND SUPPORTS FOR FIRE SUPPRESSION PIPING AND EQUIPMENT 25069 - City of Corpus Christi Detention Center 210529-3 7-31-2025 D. Where inserts are omitted, drill through concrete slab from below and provide thru- bolt with recessed square steel plate and nut recessed into and grouted flush with slab. Verify with structural engineer prior to start of work. 3.2 PIPE HANGERS AND SUPPORTS A. Support horizontal piping as follows: PIPE SIZE MAX. HANGER SPACING HANGER DIAMETER (Steel Pipe) 1/2 to 1-1/4 inch 7'-0" 3/8" 1-1/2 to 3 inch 10'-0" 3/8" 4 to 6 inch 10'-0" 1/2" 8 to 10 inch 10'-0" 5/8" 12 to 14 inch 10'-0" 3/4" 15 inch and over 10'-0" 7/8" (Copper Pipe) 1/2 to 1-1/4 inch 5'-0" 3/8" 1-1/2 to 2-1/2 inch 8'-0" 3/8" 3 to 4 inch 10'-0" 3/8" 6 to 8 inch 10'-0" 1/2" (PVC Pipe) 1-1/2 to 4 inch 4'-0" 3/8" 6 to 8 inch 4'-0" 1/2" 10 and over 4'-0" 5/8" B. Install hangers to provide minimum 1/2 inch space between finished covering and adjacent work. C. Place a hanger within 12 inches of each horizontal elbow and at the vertical horizontal transition. D. Use hangers with 1-1/2 inch minimum vertical adjustment. E. Support horizontal cast iron pipe adjacent to each hub, with 5 feet maximum spacing between hangers. F. Support vertical piping at every floor. Support vertical cast iron pipe at each floor at hub. HANGERS AND SUPPORTS FOR FIRE SUPPRESSION PIPING AND EQUIPMENT 25069 - City of Corpus Christi Detention Center 210529-4 7-31-2025 G. Where several pipes can be installed in parallel and at same elevation, provide multiple or trapeze hangers. H. Support riser piping independently of connected horizontal piping. I. Install hangers with nut at base and above hanger; tighten upper nut to hanger after final installation adjustments. J. Portable pipe hanger systems shall be installed per manufactures instructions. 3.3 Insulated Piping: Comply with the following installation requirements. A. Clamps: Attach galvanized clamps, including spacers (if any), to piping with clamps projecting through insulation; do not exceed pipe stresses allowed by ASME B31.9. B. Saddles: Install galvanized protection saddles MSS Type 39 where insulation without vapor barrier is indicated. Fill interior voids with segments of insulation that match adjoining pipe insulation. C. Shields: Install protective shields MSS Type 40 on cold and chilled water piping that has vapor barrier. Shields shall span an arc of 180 degrees and shall have dimensions in inches not less than the following: NPS LENGTH THICKNESS 1/4 THROUGH 3-1/2 12 0.048 4 12 0.060 5 & 6 18 0.060 8 THROUGH 14 24 0.075 16 THROUGH 24 24 0.105 D. Piping 2" and larger provide galvanized sheet metal shields with calcium silicate at hangers/supports. E. Insert material shall be at least as long as the protective shield. F. Thermal Hanger Shields: Install where indicated, with insulation of same thickness as piping. 3.4 EQUIPMENT BASES AND SUPPORTS A. Provide equipment bases of concrete. B. Provide templates, anchor bolts, and accessories for mounting and anchoring equipment. C. Construct support of steel members. Brace and fasten with flanges bolted to structure. D. Provide rigid anchors for pipes after vibration isolation components are installed. HANGERS AND SUPPORTS FOR FIRE SUPPRESSION PIPING AND EQUIPMENT 25069 - City of Corpus Christi Detention Center 210529-5 7-31-2025 3.5 FLASHING A. Provide flexible flashing and metal counter flashing where piping and ductwork penetrate weather or waterproofed walls, floors, and roofs. B. Flash vent and soil pipes projecting 8 inches minimum above finished roof surface with lead worked one inch minimum into hub, 8 inches minimum clear on sides with 24 x 24 inches sheet size. For pipes through outside walls, turn flanges back into wall and caulk, metal counter flash and seal. C. Flash floor drains in floors with topping over finished areas with lead, 10 inches clear on sides with minimum 36 x 36 inch sheet size. Fasten flashing to drain clamp device. D. Seal floor shower mop sink and all other drains watertight to adjacent materials. E. Provide curbs for mechanical roof installations 8 inches minimum high above roofing surface. Contact architect for all flashing details and roof construction. Seal penetrations watertight. 3.6 SLEEVES A. Set sleeves in position in formwork. Provide reinforcing around sleeves. B. Extend sleeves through floors minimum one inch above finished floor level. Caulk sleeves full depth with fire rated thermfiber and 3M caulking and provide floor plate. C. Where piping penetrates floor, ceiling, or wall, close off space between pipe or duct and adjacent work with U.L. listed fire stopping insulation and caulk seal air tight. Provide close fitting metal collar or escutcheon covers at both sides of penetration. D. Fire protection sleeves may be flush with floor of stairways. END OF SECTION 2105 29 HANGERS AND SUPPORTS FOR FIRE SUPPRESSION PIPING AND EQUIPMENT 25069 - City of Corpus Christi Detention Center 210529-6 7-31-2025 SECTION 21 13 00 FIRE -SUPPRESSION SPRINKLER SYSTEMS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Wet -pipe sprinkler system. 2. System design, installation, and certification. 3. Backflow prevention. 4. Fire department connections. 5. Small hose stations. 6. Underground piping within 5 feet-0 inches of building. B. Related Sections: 1. Division 01 Section Mechanical, Refrigeration, Food Service Equipment and Electrical Coordination. 2. Division 01 Section Quality Control. 3. Division 01 Section Closeout Procedures. 4. Division 07 Section Firestopping 5. Division 26 Electrical. 6. Division 28 Section Fire Detection And Alarm 7. Division 31 Section Earthwork. C. System Description: 1. System to provide complete coverage for the entire building, including exterior canopies. 2. Provide system to meet National Fire Protection Association - NFPA 13, Latest Edition, and occupancy and hazard classifications shown on the preliminary working plans (bid documents) completed by the Engineer Of Record. FIRE -SUPPRESSION SPRINKLER SYSTEMS 25069 - City of Corpus Christi Detention Center 211300-1 July 31, 2025 3. Determine volume and pressure of incoming water supply from water flow test data. Conduct new water flow tests per NFPA 291. Do not rely on data shown on preliminary working plans. Provide new water flow test data to the Engineer of Record for evaluation and hydraulically design system based on the evaluated data from the Engineer of Record. 4. Interface system with building fire detection and alarm system. 5. Provide fire department connections where indicated. 1.2 QUALITY ASSURANCE 1. Perform Work in accordance with NFPA 13, Latest Edition. 1.3 REFERENCES A. The following publications form a part of this Specification to the extent they are applicable: 1. Division 01 Section Quality Control. 2. NFPA 13 - Latest Edition - Installation of Sprinkler Systems. 3. NFPA 70 - Latest Edition - National Electrical Code. 4. NFPA 72 - Latest Edition - National Fire Alarm and Signaling Code. 5. NFPA 150 — Latest Edition — Fire and Life Safety in Animal Housing Facilities Code 6. NFPA 170 — Latest Edition — Standard for Fire Safety and Emergency Symbols. 7. Underwriters Laboratories - UL 199 - Automatic Sprinklers. 8. American Society of Sanitary Engineering - ASSE 1015 - Double check backflow prevention assemblies and double check fire protection backflow assemblies. 1.4 SUBMITTALS A. Submittals for Review: 1. Division 01 Section Quality Control: Procedures for submittals. 2. Manufacturer's Descriptive Data: Annotate descriptive data to show clearly the specific model, type, and size of each item. At a minimum, submit two sets of data to the COR for the following: a. Pipe and fittings. b. Valves, including gate, check, and globe. FIRE -SUPPRESSION SPRINKLER SYSTEMS 25069 - City of Corpus Christi Detention Center 211300-2 July 31, 2025 c. Electric alarm valve. d. Sprinkler heads. e. Pressure or flow switch. f. Pipe hangers and support. g. Excess pressure pump. h. Fire department connections. i. Low air pressure supervisory panel. j. Air Maintenance device. k. Mechanical couplings/fittings. I. Backflow preventer. m. Tamper switch. n. Hose connection. 3. Shop Drawings (Working Plans): a. Drawing symbols shall be per NFPA 170. b. Submit preliminary layout of finished ceiling areas indicating only sprinkler locations coordinated with ceiling installation. c. Indicate hydraulic calculations, detailed pipe layout, hangers and supports, sprinklers, components and accessories. Indicate system controls. d. Prepare in accordance with NFPA 13, Latest Edition. All 46 items of NFPA 13, chapter 22, section 22.1 for working plans shall be complied with. e. Working plans shall include sufficient information indicating conformance to the preliminary working plans (bid documents) completed by the Engineer of Record. 4. Submit computer program generated hydraulic calculation to substantiate compliance with hydraulic design requirement per NFPA 13, latest edition. Specify name and edition of software program used. 5. Fire Sprinkler Contractor shall perform a two hydrant flow test in accordance with NFPA 291 at time of actual Working Plan design. FIRE -SUPPRESSION SPRINKLER SYSTEMS 25069 - City of Corpus Christi Detention Center 211300-3 July 31, 2025 6. Submit complete sprinkler system Working Plans and hydraulic calculations sealed with the preparing subcontractor's PE stamp of the FPE who prepared or supervised the preparation of the Working Plans. 7. Operation and Maintenance Data. B. Submittals at Project Closeout: 1. Division 01 Section Closeout Procedures: Procedures for submittals. 2. Project Record Documents: Record actual locations of sprinklers and deviations of piping from drawings. Indicate drain and test locations. 3. Manufacturer's Certificate: The Engineer of Record shall inspect the system and certify that the system has been tested and meets or exceeds specified requirements and code requirements. 4. Operation and Maintenance Data: Include components of system, servicing requirements, record drawings, inspection data, replacement part numbers and availability, and location and numbers of service depot. Provide three copies, printed and bound in hard cover or three-ring loose leaf notebooks. 5. Warranty: Submit manufacturer warranty and ensure forms have been completed in Government's name and registered with manufacturer. a. The components of the fire protection system(s) furnished under this division of the Specifications shall be guaranteed for a period of not less than one (1) year from the date of acceptance thereof, either for beneficial use or final acceptance, whichever is earlier, against defective materials, design, and workmanship. Upon receipt of notice from the Government of failure of any part of the equipment during the guarantee period, the affected part or parts shall be replaced promptly which includes removing the defective part or parts, replacing and installing the new part or parts and at the expense of the Contractor. 6. A Certificate or Letter of Approval from Government's Insurance Underwriters shall be obtained by Fire Protection Contractor and turned over to the Government. 7. Provide one (1) copy of NFPA 25 - Standard for the Inspection, Testing, and Maintenance of Water -Based Fire Protection Systems 8. The contractor shall submit all certifications and testing data as a supplement to previously submitted 0 & M manuals at Contract Closeout. Testing data shall include all applicable "Acceptance Requirements" per NFPA 13. 1.5 DELIVERY, STORAGE, AND PROTECTION FIRE -SUPPRESSION SPRINKLER SYSTEMS 25069 - City of Corpus Christi Detention Center 211300-4 July 31, 2025 A. Division 01 Section Quality Control: Transport, handle, store, and protect products. B. Store products in shipping containers and maintain in place until installation. C. Provide temporary end caps and closures on piping and fittings. Maintain in place until installation. 1.6 QUALIFICATIONS A. Manufacturer Qualifications: Company specializing in manufacturing the Products specified in this Section with minimum three years documented experience. B. Installer Qualifications: Company specializing in performing the work of this Section with minimum 5 years documented experience. C. Design system under direct supervision of a state licensed Professional Fire Protection Engineer. 1.7 REGULATORY REQUIREMENTS A. Conform to Underwriters Laboratories - UL. B. Perform Work in accordance with NFPA 13, Latest Edition. C. Equipment and Components shall be UL listed and FM approved. D. Products Requiring Electrical Connection: Listed and classified by Underwriters Laboratories Inc., as suitable for the purpose specified and indicated. 1.8 EXTRA MATERIALS A. Division 01 Section Closeout Procedures - Maintenance Data. B. Provide extra sprinklers under provisions of NFPA 13, Latest Edition. C. Provide suitable wrenches for each sprinkler type. D. Provide metal storage cabinet in location designated near sprinkler riser. PART 2 - PRODUCTS 2.1 SPRINKLERS A. Install sprinklers from reviewed Working Plans. B. All sprinklers shall be of similar design and from a single manufacturer. FIRE -SUPPRESSION SPRINKLER SYSTEMS 25069 - City of Corpus Christi Detention Center 211300-5 July 31, 2025 C. The operating temperature of sprinkler heads shall be as required by the specific location of installation. D. Extended coverage sprinklers shall not be used unless specified in the preliminary working plans. E. Sprinklers shall conform to the following schedule, the requirements of NFPA 13 and as indicated in the preliminary working plans: 1. Suspended Ceiling - Finished Rooms: a. Type: Recessed pendant type with matching escutcheon plate. Maximum projection below ceiling 1 inch. b. Finish: c. Escutcheon Plate Finish: White d. Fusible Link: Fusible solder link type or Glass bulb type temperature rated for specific area hazard. 2. Exposed Area - No Finished Ceiling Type: a. Type: Standard upright type. b. Finish: Brass. c. Fusible Link: Fusible solder link type or Glass bulb type temperature rated for specific area hazard. 3. Suspended Ceilings - Janitors closets, Storage, Mechanical Rooms: a. Type: Standard type with matching flat escutcheon plate. Projection below ceiling shall not exceed 2 inches. b. Finish: c. Escutcheon Plate Finish: d. Fusible Link: Fusible solder link type or glass bulb type temperature rated for specific area hazard. e. Sprinkler with deflectors less than 7 feet-6 inches above finished floor shall have listed sprinkler guards. 2.2 FLEXIBLE SPRINKLER HOSE FITTINGS FIRE -SUPPRESSION SPRINKLER SYSTEMS 25069 - City of Corpus Christi Detention Center 211300-6 July 31, 2025 A. Provide flexible hose assemblies and end fittings with 100 percent Type 304 Stainless steel, with a 175 psi maximum rated pressure. Flexible hose assemblies shall be stainless steel, braided, and leak tested. B. Flexible hose assemblies shall have G90 galvanized steel ceiling bracket, direct attachment type, having ends that positively attach to the ceiling using tamper resistant screws. Provide flexible hose attachment with removable hub type with set screw. C. All flexible sprinkler hose fittings shall be UL listed and FM approved. D. Install flexible sprinkler hose fittings for use in commercial suspended and sheetrock ceilings. E. Hose assemblies shall be limited to 48" in length. 2.3 PIPE AND FITTINGS -EXTERIOR A. Piping underground shall be Class 52 cement lined ductile iron pipe or as required by the local utility company a minimum of 5 feet-0 inches from the building. Straight runs of pipe with no offsets may be rubber joint with bell and spigot. All fittings shall consist of mechanical joint type. B. All buried pipe and fittings shall be installed in a sand bedded trench, 6 inches under pipe and filled with sand to 12 inches minimum above pipe. C. Block or rod underground piping and fittings for static and surge pressures. Furnish and install concrete thrust blocks and joint ties at each change in direction of all underground piping in accordance with NFPA 13 and NFPA 24 requirements. Set screw ("Mega -Lug type") restraint shall be used in addition to concrete thrust blocks. D. Prior to connection to existing water line, the Water Authority having jurisdiction shall be contacted so that they can inspect the procedures used. E. All underground pipe, fittings, and valves shall conform to NFPA 13 and NFPA 24 requirements. 2.4 PIPE AND FITTINGS -INTERIOR A. Interior piping for automatic sprinkler system shall conform to NFPA 13 and as follows. 1. Sprinkler piping above ground with threaded fittings shall be Schedule 40 black steel pipe with a corrosion resistance rating equal to or greater than 1.0. Threaded thin -wall pipe shall not be used. 2. Fittings for threaded and coupled pipe shall consist of malleable iron threaded fittings joined with Teflon tape thread sealing compound or pipe joint compound. Pressure rating of fittings shall be as required for application. FIRE -SUPPRESSION SPRINKLER SYSTEMS 25069 - City of Corpus Christi Detention Center 211300-7 July 31, 2025 3. Sprinkler piping above ground with grooved fittings for sizes 2-1/2-inch and larger shall be roll grooved Schedule 40 black steel pipe. Pressure rating of fittings shall be as required for application. 4. All piping shall be Schedule 40 black steel pipe. 5. Fittings for grooved end pipe shall in accordance with NFPA 13. 6. All exterior copper pipe shall be type K soft or hard copper with brazed copper fittings. 7. All interior copper pipe shall be type L hard copper pipe with brazed wrought or cast copper fittings. 8. Fittings for plain end pipe shall not be used. 9. CPVC piping and fitting shall not be used. 10. Alternate piping systems approved by NFPA 13 may be allowed with prior approval of the Engineer of Record. 11. All piping shall be identified with pre -manufactured piping identification labels. 12. All drain and Fire Department Connection piping and fittings down -stream of valves shall be galvanized. 2.5 HANGERS AND SUPPORTS A. Space pipe hangers in accordance with the requirements of NFPA. Construct hangers, hanger rods, inserts and clamps as approved by NFPA 13. 2.6 VALVES A. Gate valves shall be approved indicating type as required by NFPA. Check valves shall be as required by NFPA. Test and drain valves shall be approved brass globe, angle, or ball valves. Locate sprinkler system isolation valves as shown on the drawings complete with a tamper alarm. 2.7 BACKFLOW PREVENTION DEVICES A. Install new backflow prevention devices of the type and configuration as required by the Water Authority having jurisdiction. B. Double Check Valve Assemblies shall be: ANSI/ASSE 1015, AWWA C510; Bronze body with corrosion resistant internal parts and stainless steel springs; two independently operating check valves two os&y valves, 175 psig working pressure, drain pipe to floor drain with air gap fitting. FIRE -SUPPRESSION SPRINKLER SYSTEMS 25069 - City of Corpus Christi Detention Center 211300-8 July 31, 2025 C. Reduced Pressure Backflow Assemblies shall be: ANSI/ASSE 1013, AWWA C511; stainless steel body with corrosion resistant internal parts and stainless steel springs; two link operating check valves with replaceable check disc rubber, two os&y valves, 175 psig working pressure, pressure relief with air gap fitting. D. Devices shall be UL or FM approved. E. All reduced pressure backflow prevention devices shall be provided with an air gap drain with splash guard and piped to the exterior or adequate floor drain with galvanized pipe and fittings. Drain pipe shall be sized as required by the manufacturer for full flow of the relief valve. 2.8 SPECIALTIES A. Fire Seals: 1. Where piping passes through walls, floors or other building construction which by code requires a fire rating, approved fire rated assemblies shall be used. Proposed protection shall be submitted for approval. Plans shall clearly indicate details and locations of required protection. B. Escutcheon Plates: 1. Where exposed piping passes through finish work, chrome plated or other finish acceptable to the Government's Designated Inspector wall plates shall be installed. Split wall plates or escutcheons shall be installed to fit snugly around piping. All wall plates shall be metal. 2. Solid galvanized wall plates shall be used at both sides of all exterior walls. C. Valve Identification: 1. All valves within the building shall have permanently marked identification signs provided in accordance with NFPA 13 standards. Signs shall be manufactured and not hand written. Signs shall be hung with galvanized or chrome chain. D. Spare Head Supply: 1. Furnish and install a supply of extra sprinklers of each type and degree link installed in the project, complete with mountable box. Mount box on wall next to sprinkler entry; provide wrenches for each type of sprinkler installed in box. Quantity of sprinklers to be per NFPA 13. E. Piping Identification: 1. All piping shall be identified at 40 foot maximum spacing and a minimum of one identification label per room. Labels shall be Seton wrap around style or equal. FIRE -SUPPRESSION SPRINKLER SYSTEMS 25069 - City of Corpus Christi Detention Center 211300-9 July 31, 2025 2.9 ELECTRICAL DEVICES A. All electrical devices shall be coordinated with Division 26 Electrical and Division 28 Fire Detection and Alarm requirements for compatibility of voltages and manufacturer. B. Water Flow Switch: 1. Vane type switch for mounting horizontal or vertical with retard adjustment. Switch shall have two sets of SPDT contacts; rated 10 amps at 125 volt AC and 2.5 amps at 24 volt. Enclosure shall be NEMA 4/IP54 rated. Flow sensitivity shall be 4-10 gpm Construction of base and cover shall be die-cast and provided with two (2) knockouts for 1/2-inch conduit. Switch shall be UL listed for fire protection service. C. Pressure Alarm Switch: 1. Pressure actuated switch suitable to provide an adjustable pressure supervisory signal. Switch shall have two sets of SPDT contacts; rated 10 amps at 125 volt AC and 2.5 amps at 24 volt DC. Enclosure shall be NEMA 4/IP55 rated. Construction of base and cover shall be die-cast and provided with two (2) knockouts for 1/2-inch conduit. Switch shall be UL listed for fire protection service. D. Low Air Alarm: 1. Pressure actuated switch suitable to provide an adjustable pressure supervisory signal. Switch shall have two sets of SPDT contacts; rated 10 amps at 125 volt AC and 2.5 amps at 24 volt DC. Enclosure shall be NEMA 4/IP55 rated. Construction of base and cover shall be die-cast and provided with two (2) knockouts for 1/2-inch conduit. Switch shall be UL listed for fire protection service. E. Tamper Switch: 1. Tamper switch shall be suitable to monitor the open position of valves. Switch shall have two sets of SPDT contacts; rated 10 amps at 125 volt AC and 2.5 amps at 24 volt DC. Enclosure shall be NEMA 4 and NEMA 6(IP67) rated. Construction of base and cover having corrosion resistant finishes and tamper resistant screws. Switch shall be UL listed for fire protection service. 2. On each control valve, arranged to actuate alarm when valve is closed. F. Audio/Visual Alarm Indicating Appliances: 1. Devices to be per Specification Section 28.31.76 Fire Alarm / Mass Notification Systems 2.10 FIRE DEPARTMENT CONNECTION FIRE -SUPPRESSION SPRINKLER SYSTEMS 25069 - City of Corpus Christi Detention Center 21 13 00 - 10 July 31, 2025 1. Fire department connection shall be free standing remote connections with chrome plated finish. 2. Outlets: Two-way with thread size to suit fire department hardware; threaded dust cap and chain of matching material and finish. 3. Drain: 3/4 inch automatic drip, connected to drain. 4. Label: "Sprinkler - Fire Department Connection." 5. Signal: Electric strobe on outside wall above FDC tied in to each riser served by the particular FDC and activated by the alarm system when any water flow occurs. 6. Siamese connections shall be set 2 feet-6 inches above grade. 7. Coordinate height, thread type, connection type, and location with local fire department. 2.11 INSPECTOR'S TEST AND DRAIN 1. Inspector's test and drain shall be Per NFPA 13, Latest Edition, Hard piped to adequate drain or to exterior of building. 2. Minimum of one per sprinkler system zone. PART 3 - EXECUTION 3.1 DESIGN CRITERIA A. Design Basis Information: Provide design, materials, equipment, installation, inspection, and testing of the automatic sprinkler system in accordance with the requirements of NFPA 13. Recommendations in appendices shall be treated as requirements. 1. Perform hydraulic calculations in accordance with NFPA 13 utilizing the Area/Density method only. 2. The room design method is not allowed. 3. Sprinkler Protection: To determine spacing and sizing, apply the following coverage classifications: a. See occupancy design table and notes on preliminary working plans. b. Request clarification from the Engineer of Record for any hazard classification not identified. FIRE -SUPPRESSION SPRINKLER SYSTEMS 25069 - City of Corpus Christi Detention Center 21 13 00 - 11 July 31, 2025 4. Hydraulic Calculations: Calculated demand including hose stream requirements shall fall no less than 10 percent or 10 psi, whichever is more, below the available water supply curve. 5. Flexible head assemblies shall be in hydraulic calculations using the higher of the FM or UL listing equivalent length of Schedule 40, nominal 1 inch diameter pipe. 6. Water Supply: See preliminary working plans. B. The fire protection system supplier shall design the piping to supply the system. Piping shall be laid out so as not to interfere with the installation of other piping, ductwork or light fixtures. C. The entire sprinkler system is not shown on preliminary working plans. The intent is to provide complete sprinkler systems as required. This Contractor shall be responsible for surveying the site, existing construction, and new construction, and prepare working plans for the total system. D. All piping shall be run concealed wherever possible. Where piping is run exposed, special notation on Contractor's working plans to that effect shall be evident and conspicuous on the drawings. Any piping determined to be a problem shall be relocated at no cost to the Government. E. System piping to be hydraulically calculated including system riser and fire pumper connection in accordance with NFPA 13. F. Meet the Seismic Restraint requirements in NFPA 13, Latest Edition, Vibration Isolation and Seismic Restraints. Seismic coefficient to be provided or derived from NFPA 13 G. The preparation of all working plans and hydraulic calculations shall be prepared by an FPE or NICET certified contractor. 3.2 INSTALLATION A. Furnish sprinkler system with the following components: 1. Systems shall be equipped with a supervised isolation valve and an approved flow alarm connected to the building fire alarm system. 2. A Fire Department Connection shall be installed on the system side of the water supply check valve complete with its own check valve and ball drip. 3. A main drain shall be installed on each riser or sectional zone control valve and shall drain to the exterior or to an adequate drain connection. 4. Auxiliary drains shall be provided when a change in piping direction prevents drainage of sections of branch lines or mains through the main drain valve. FIRE -SUPPRESSION SPRINKLER SYSTEMS 25069 - City of Corpus Christi Detention Center 211300-12 July 31, 2025 5. A test pipe of not less than 1 inch diameter terminating in an orifice equivalent to one sprinkler shall be provided for each system or sectional zone. 6. Exterior alarm shall be installed as near as practical to Fire Department connection with identification sign. Exterior horn/strobe shall be wired to alarm system. B. Installation shall be accomplished by the licensed Contractor. Provide a qualified technician, experienced in the installation and operation of the type of system being installed, to supervise the installation and testing of the system. C. Installation of Piping: 1. Pipe threads to be deburred, cleaned, and made free of rust prior to installation. 2. Internally and externally cold galvanize all threaded and roll grooved ends cut in the field. Properly clean the pipe per manufacture's instruction before applying the finish. 3. Accurately cut pipe to measurements established by the installer and work into place without springing or forcing. In any situations where bending of the pipe is required, use a standard pipe -bending template. 4. Install concealed piping in spaces that have finished ceilings. Pipe installed near equipment shall not block or encroach on equipment access or impede maintenance. Where ceiling mounted equipment exists, install sprinklers so as not to obstruct the movement or operation of the equipment or block access. Sidewall heads may need to be utilized. 5. Locate piping in stairways as near to the ceiling as possible to prevent tampering by unauthorized personnel, and to provide a minimum headroom clearance of seven feet -six inches. To prevent an obstruction to egress, provide piping clearances in accordance with NFPA 101. D. Welding: Conform to the requirements and recommendations of NFPA 13. E. Drains: Install adequate drains piped to floor drains or out of doors. Pipe drains to discharge at safe points outside of the building or to sight cones attached to drains of adequate size to readily carry the full flow from each drain under maximum pressure. Do not provide a direct drain connection to sewer system or discharge into sinks. Install drips and drains where necessary and required by NFPA 13. F. Waterflow Alarm Switches: Install waterflow switch and adjacent valves in easily accessible locations. G. Inspector's Test Connection: Install and supply in conformance with NFPA 13, locate in a secured area, and discharge to the exterior of the Building. FIRE -SUPPRESSION SPRINKLER SYSTEMS 25069 - City of Corpus Christi Detention Center 211300-13 July 31, 2025 H. Affix cutout disks, which are created by cutting holes in the walls of pipe for flow switches and non -threaded pipe connections to the respective waterflow switch or pipe connection near to the pipe from where they were cut. I. Sleeves: Provide for pipes passing through masonry or concrete schedule 40 pipe. Provide space between the pipe and the sleeve in accordance with NFPA 13. Seal this space with a UL Listed through penetration fire stop material per UL assembly listings. J. Provide pressure gage at each water flow alarm switch location, at the top of each standpipe, and at each main drain connection. K. Securely attach identification signs to control valves, drain valves, and test valves. Locate hydraulic placard information signs at each sectional control valve where there is a zone water flow switch. L. Repairs: Repair damage to the building or equipment resulting from the installation of the sprinkler system by the installer at no additional expense to the Government. M. Where details of installation are not given, the installation shall be made using manufacturer's recommended practices or at the direction of the Architect/Engineer. N. Contractor shall complete the fire protection systems ready for operation, in all respects, as soon as possible. When system is complete and ready for continuous operation, activate the system for its intended use. After system has been activated for continuous use, water charges will be paid by the Government. O. Install equipment in accordance with manufacturer's instructions. P. Conceal piping above suspended ceilings. Q. Install buried shut-off valves in valve box. Provide post indicator. R. Run piping as high as possible in areas without ceilings. S. Provide approved double check valve backflow preventer assembly or reduced pressure backflow assembly at sprinkler system water source connection. Provide means of forward flow testing at system demand per NFPA 13. T. No sprinkler mains are permitted in Electrical Rooms. U. No sprinkler branch lines are permitted directly above electrical panels or gear. V. Locate fire department connection with sufficient clearance from walls, obstructions, or adjacent siamese connectors to allow full swing of fire department wrench handle. For each fire department connection, provide the symbolic sign given in NFPA 170 and locate 8 to 10 feet FIRE -SUPPRESSION SPRINKLER SYSTEMS 25069 - City of Corpus Christi Detention Center 21 13 00 - 14 July 31, 2025 above each connection location. Size sign 18 by 18 inches with the symbol being at least 14 by 14 inches. W. Locate outside electric alarm bell on building wall as indicated. X. Place pipe runs to minimize obstruction to other work. Y. Place piping in concealed spaces above finished ceilings. Z. Center sprinklers in one direction in ceiling tile and provide piping offsets as required. AA. Coordinate sprinkler locations with light fixtures, structure, HVAC ducts, grilles, diffusers, etc. Provide additional heads under ducts, equipment, etc, as per NFPA 13, Latest Edition. BB. Apply masking tape or paper cover to ensure concealed sprinklers, cover plates, and sprinkler escutcheons do not receive field paint finish. Remove after painting. CC. Install guards on sprinklers where indicated or required. DD. Provide all electrical devices and wiring required but not provided under Division 26. EE. Flush entire piping system, new and existing, of foreign matter. Flushing shall occur prior to installation of sprinkler heads. FF. Provide labels on all controls, valves, etc. as required by NFPA 13, Latest Edition. GG. This Contractor shall remove from the building, all rubbish and unused materials due to or connected with this installation. HH. The surface of all piping shall be cleaned and left ready for painting. 3.3 TESTING A. The entire sprinkler system shall be hydrostatically tested at not less than 200 psig or 50 psig above normal working pressure, not to exceed 225 psig for a period of not less than two (2) hours with no pressure drop in the system and per NFPA 13. B. The underground fire service main shall be hydrostatically tested at not less than 200 psig or 50 psig above normal working pressure, not to exceed 225 psig for a period of not less than two (2) hours with no pressure drop in the system and per NFPA 13. C. All testing shall be witnessed by a representative of the Engineer or the D. Conduct Preliminary Test in the presence of the Fire Department and the FPE. The test shall include hydrostatic test per NFPA 13, and operational tests of alarms and all other devices. Make FIRE -SUPPRESSION SPRINKLER SYSTEMS 25069 - City of Corpus Christi Detention Center 211300-15 July 31, 2025 any corrections required. Submit a signed and dated Contractor's Material and Test Certificate for Aboveground Piping, specified in NFPA 13, to the Contracting Officer. The FPE shall prepare a report documenting the test and results. E. Submit a request for formal test and inspection at least 15 days prior to the desired inspection date and after the Preliminary test is complete and corrections are completed and approved. An experienced technician regularly employed by the system installer shall be present, as well as the Fire Department, and the FPE. The test shall include all applicable testing and documentation required by NFPA 13 Chapter 25, including, but not limited to: hydrostatic test, and operational tests of alarms and other devices. The Contracting Officer or Government's Designated Inspector shall witness formal tests and approve systems before they are accepted. F. Where jurisdictional authority's standards are more stringent than the above test, they shall prevail. 3.4 INTERFACE WITH OTHER PRODUCTS A. Ensure required devices are installed and connected as required to fire alarm system. END OF SECTION 21 13 00 FIRE -SUPPRESSION SPRINKLER SYSTEMS 25069 - City of Corpus Christi Detention Center 211300-16 July 31, 2025 SECTION 21 13 14 - WET PIPE SPRINKLER SYSTEM, CORROSION MITIGATION PROGRAM PART 1- GENERAL 1.1 DESCRIPTION OF WORK A Provide all required labor, materials, equipment and services necessary for a complete and operational Corrosion Mitigation Program for wet fire sprinkler systems as hereinafter described. B. Corrosion mitigation work may include the following listed products and services: 1. Corrosion mitigation products shall be as specified herein: a. Corrosion Monitoring Station b. Corrosion Monitoring Probe Kit c. Automatic Air Release Vent d. Air Vent 2. Piping, fittings, couplings, valves, etc. as required. 3. Coordination of work and schedules with other trades. C Accepted Manufacturers: 1. Potter Electrical Signal Company 2. South-Tek Systems 3. Engineered Corrosion Solutions 1.2 REFERENCES A All corrosion management work shall be designed, installed, inspected, tested and maintained in accordance with all applicable codes, referenced standards, documents listed herein, the manufacturer's instructions and the provisions of this specification: 1. NFPA 13, Standard for installation of Sprinkler Systems 2. NFPA 25, Standard for the Inspection, Testing and Maintenance of Water -Based Fire Protection Systems B. All Corrosion Monitoring Devices shall be provided to achieve compliance with Section 23.1.5.2 (3) of NFPA 13, Standard for the installation of Sprinkler Systems. 1.3 QUALITY ASSURANCE WET PIPE SPRINKLER SYSTEM, CORROSION MITIGATION PROGRAM 25069 - City of Corpus Christi Detention Center 211314-1 July 31, 2025 A Equipment and components not specifically specified shall be listed by Underwriters Laboratories, inc. for Fire Protection System installation. B. All fire sprinkler system components shall be installed free of rust/corrosion or visible damage. All items not complying with this requirement shall be replaced without cost to the Owner. 1.4 REGULATORY REQUIREMENTS A All work shall meet the requirements of Section 1.02, References. B. The fire sprinkler contractor shall not pursue any interpretations of the Corrosion Mitigation Program except through the Engineer. PART 2 — PRODUCTS 2.1 PIPING A. Wet Fire Sprinkler System: 1. Per local requirements and NFPA 13. 2. All piping shall have a Corrosion Resistance Ratio (CRR) greater than or equal to 1.00. Refer to the current UL Fire Protection Equipment Directory — Steel Sprinkler Pipe for acceptable manufacturers, sizes and joining methods. 2.2 JOINING OF PIPE AND FITTINGS A. Wet Fire Sprinkler System: 1. Fittings shall be 175 psi screwed or mechanical fittings. Where mechanical fittings and couplings are used together they shall be of the same manufacturer. 2. All gaskets shall be a flush style gasket. 2.3 CORROSION MITIGATION PROGRAM A. Corrosion Monitoring Station (CMS-RM) and Corrosion Monitoring Probe (CMPK) 1. Furnish and install a CMS-RM Corrosion Monitoring Station with a Monitoring Probe Kit (CMPK) for each fire sprinkler system. Install per manufacturer's instructions. Verification shall be made by viewing the devices through the sight glass at the end of the CMS-RM. The fire sprinkler contractor shall confirm the CMK Corrosion Monitoring Probe that has been installed in the CMS-RM Corrosion Monitoring Station and has been wired to the monitoring system specified. 2. The fire sprinkler contractor shall confirm the isolation valve to the CMS-RM Corrosion Monitoring Station is in the open position during and after hydrostatic WET PIPE SPRINKLER SYSTEM, CORROSION MITIGATION PROGRAM 25069 - City of Corpus Christi Detention Center 211314-2 July 31, 2025 and air pressure testing and that the water is drained when the system is placed in service. 3. Corrosion monitoring station shall be suitable for use on systems up to 250 PSI. 4. Corrosion monitoring station shall have a minimum of 3 welded outlets for the installation of corrosion coupons or corrosion monitoring probes. B. Automatic Air Release Valve 1. Furnish and install an air release valve that is UL listed and FM approved for use on fire sprinkler branch lines. The automatic air release valve shall be brass consisting of a 40 mesh "Y" type strainer to which an air vent valve is connected. 2. The output of the air vent valve shall be piped to a secondary automatic shut off valve, (WAGS), factory installed in a water retention pan. The WAGS shall use a powerful spring loaded piston to provide a positive water shutoff when the water level in the retention pan reaches a pre -determined level. 3. Operation of the WAGS shall activate a switch capable of being monitored by a fire alarm panel or remote indicator. The WAGS shall be field replaceable without disabling the sprinkler system. 4. Furnish and install a ball valve prior to the "Y" type strainer to isolate the automatic air release valve and strainer from system pressure for WAGS replacement or strainer maintenance. 5. The automatic air release valve shall be located at the high point(s) on the fire sprinkler system piping. 6. The fire sprinkler designer shall determine the location of the automatic air release valve during layout of the fire sprinkler piping to assure evacuation of trapped air in the fire sprinkler system. 7. The automatic air release valve is to be mounted in a vertical position which requires a minimum 8 " of clearance above the fire sprinkler main or branch line piping. C. Air Vent 1. Furnish and install an air vent that is UL listed and FM approved for use on fire sprinkler branch lines. 2. The air vent shall have a %" NPT male connection which allows a drain attachment for safely draining inadvertent discharge of water that is inherent in the operation of the automatic air vent. Install drain pipe to appropriate drain. 3. The air vent is furnished connected to a "y" type strainer. 4. All components and fittings shall be brass. WET PIPE SPRINKLER SYSTEM, CORROSION MITIGATION PROGRAM 25069 - City of Corpus Christi Detention Center 211314-3 July 31, 2025 5. The air vent valve shall be located within the mechanical room of each floor on the fire sprinkler system piping. The fire sprinkler designer should determine the location of the air vent during layout of the fire sprinkler piping to assure evacuation of trapped air in the fire sprinkler system. Air vents to be mounted in a vertical position which requires 8" of clearance above the fire sprinkler main or branch line piping. 6. Furnish and install a ball valve to isolate the air vent from system pressure for replacement or strainer maintenance. PART 3 — EXECUTION 3.1 COORDINATION WITH OTHER TRADES A. Coordinate closely with the General Contractor, other trades and the Owner to expedite construction, commissioning and avoid interference. 3.2 SUPERVISION AND TRAINING A. A Consulting Services Package for injecting Pipe -Shield shall be provided by the manufacturer. Contact the manufacturer to schedule commissioning at least 3 weeks in advance. The fire sprinkler contractor shall have the manufacturer assist in final system commissioning. The fire sprinkler contractor shall confirm that all the chemical injection connections have been made as specified and as indicated in the manufacturer's installation instructions. END OF SECTION 21 13 14 WET PIPE SPRINKLER SYSTEM, CORROSION MITIGATION PROGRAM 25069 - City of Corpus Christi Detention Center 211314-4 July 31, 2025 SECTION 22 02 01 COORDINATION DRAWINGS PART 1- GENERAL 1.1 GENERAL REQUIREMENTS A. The requirements of the General Conditions 013100 and Supplementary Conditions apply to all Work herein. 1.2 COORDINATION DRAWINGS A. The Contractor shall take the lead in coordinating the Mechanical, Electrical, Plumbing, Fire Protection systems within the building. B. The General Contractor shall coordinate a three-dimensional (3D) model of the building which includes the Mechanical, Electrical, Plumbing, and Fire Protection systems. The Mechanical, Electrical, Plumbing, and Fire Protection Contractors shall prepare their work and generate 3D models which will be given to the General Contractor for coordination. The Contractor will be provided with the REVIT model that was used to generate the contract documents, this file may be used as the background file. The Contractor shall replace the systems drawn with the actual shop drawing models. The Contractor is not limited to using REVIT, but may use any 3-D software in generating and combining the coordination model. C. Submitting the contract drawings as coordination drawings will not be acceptable. D. The model shall include detailed and accurate representations of all equipment to be installed based upon the reviewed equipment submittals. E. The Mechanical Contractor shall hold a 3-D coordination meeting with all sub- contractors present to review the model and discuss coordination of the installation of the building systems. F. Upon completion of the coordination meeting, the Contractor shall submit the 3-D model and %" scale drawings for review. G. The model shall detail major elements, components, and systems in relationship with other systems, installations, and building components. Indicate locations where space is limited for installation and access and where sequencing and coordination of installations are of importance to the efficient flow of the Work, including (but not necessarily limited to) the following: 1. Indicate the proposed locations of pipe, duct, equipment, and other materials. Include the following: a. Wall and type locations. b. Clearances for installing and maintaining insulation. COORDINATION DRAWINGS 25069 - City of Corpus Christi Detention Center 220201-1 July 31, 2025 c. Locations of light fixtures and sprinkler heads. d. Clearances for servicing and maintaining equipment, including tube removal, filter removal, and space for equipment disassembly required for periodic maintenance. e. Equipment connections and support details. f. Exterior wall and foundation penetrations. g. Routing of storm and sanitary sewer piping. h. Fire -rated wall and floor penetrations. i. Sizes and location of required concrete pads and bases. j. Valve stem movement. k. Structural floor, wall and roof opening sizes and details. 2. Indicate scheduling, sequencing, movement, and positioning of large equipment into the building during construction. 3. Prepare floor plans, elevations, and details to indicate penetrations in floors, walls, and ceilings and their relationship to other penetrations and installations. 4. Prepare reflected ceiling plans to coordinate and integrate installations, air distribution devices, light fixtures, communication systems components, and other ceiling -mounted items. H. Sequence of Coordination Below is hierarchy of model elements and the sequencing by which the models will be coordinated. 1. Structural and Architectural model 2. Miscellaneous steel 3. Perform preliminary space allocation 4. Identify hard constraints (locations of access panels, lights, A/V space requirements, etc.) 5. Main and medium pressure ducts from the shaft out 6. Main graded plumbing lines and vents 7. Sprinkler mains and branches 8. Cold and hot water mains and branches 9. Lighting fixtures and plumbing fixtures 10. Smaller sized ducts and flex ducts 11. Smaller size cold water and hot water piping, flex ducts, etc. COORDINATION DRAWINGS 25069 - City of Corpus Christi Detention Center 220201-2 July 31, 2025 I. The Contractor and Sub -Contractors shall not install any item until the coordination has been completed and reviewed by the Construction Manager, Owner, and A/E team. J. This Contractor shall be responsible for coordination of all items that will affect the installation of the work of this Division. This coordination shall include, but not be limited to: voltage, ampacity, capacity, electrical and piping connections, space requirements, sequence of construction, building requirements and special conditions. K. By submitting shop drawings on the project, this Contractor is indicating that all necessary coordination has been completed and that the systems, products and equipment submitted can be installed in the building and will operate as specified and intended, in full coordination with all other Contractors and Subcontractors. END OF SECTION 22 02 01 COORDINATION DRAWINGS 25069 - City of Corpus Christi Detention Center 220201-3 July 31, 2025 SECTION 22 05 00 BASIC MATERIALS AND METHODS PART 1 - GENERAL 1.01 GENERAL REQUIREMENTS A. The requirements of the General Conditions and Supplementary Conditions apply to all Work herein. B. The Contract Drawings indicate the extent and general arrangement of the systems. If any departure from the Contract Drawings are deemed necessary by the Contractor, details of such departures and the reasons therefore, shall be submitted to the Architect for approval as soon as practicable. No such departures shall be made without the prior written approval of the Architect. C. Notwithstanding any reference in the Specifications to any article, device, product, material, fixture, form or type of construction by name, make or catalog number, such reference shall not be construed as limiting competition; and the Contractor, in such cases, may at his option use any article, device, product, material, fixture, form or type of construction which in the judgment of the Architect, expressed in writing, is equal to that specified. 1.02 SCOPE OF WORK A. The Work included under this Contract consists of the furnishing and installation of all equipment and material necessary and required to form the complete and functioning systems in all of its various phases, all as shown on the accompanying Drawings and/or described in these Specifications. The contractor shall review all pertinent drawings, including those of other contracts prior to commencement of Work. B. This Division requires the furnishing and installing of all items Specified herein, indicated on the Drawings or reasonably inferred as necessary for safe and proper operation; including every article, device or accessory (whether or not specifically called for by item) reasonably necessary to facilitate each system's functioning as indicated by the design and the equipment specified. Elements of the work include, but are not limited to, materials, labor, supervision, transportation, storage, equipment, utilities, all required permits, licenses and inspections. All work performed under this Section shall be in accordance with the Project Manual, Drawings and Specifications and is subject to the terms and conditions of the Contract. BASIC MATERIALS AND METHODS 25069 - City of Corpus Christi Detention Center 220500-1 7-31-2025 C. The approximate locations of Mechanical (HVAC) and Plumbing items are indicated on the Drawings. These Drawings are not intended to give complete and accurate details in regard to location of outlets, apparatus, etc. Exact locations are to be determined by actual measurements at the building, and will in all cases be subject to the Review of the Owner or Engineer, who reserves the right to make any reasonable changes in the locations indicated without additional cost to the Owner. D. Items specifically mentioned in the Specifications but not shown on the Drawings and/or items shown on Drawings but not specifically mentioned in the Specifications shall be installed by the Contractor under the appropriate section of work as if they were both specified and shown. E. All discrepancies between the Contract Documents and actual job -site conditions shall be reported to the Owner or Engineer so that they will be resolved prior to the bidding, where this cannot be done at least 7 working days prior to bid; the greater or more costly of the discrepancy shall be bid. All labor and materials required to perform the work described shall be included as part of this Contract. F. It is the intention of this Section of the Specifications to outline minimum requirements to furnish the Owner with a turn -key and fully operating system in cooperation with other trades. G. It is the intent of the above "Scope" to give the Contractor a general outline of the extent of the Work involved; however, it is not intended to include each and every item required for the Work. Anything omitted from the "Scope" but shown on the Drawings, or specified later, or necessary for a complete and functioning heating, ventilating and air conditioning system shall be considered a part of the overall "Scope". H. The Contractor shall rough -in fixtures and equipment furnished by others from rough -in and placement drawings furnished by others. The Contractor shall make final connection to fixtures and equipment furnished by others. 1.03 SCHEMATIC NATURE OF CONTRACT DOCUMENTS A. The contract documents are schematic in nature in that they are only to establish scope and a minimum level of quality. They are not to be used as actual working construction drawings. The actual working construction drawings shall be the approved shop drawings. B. All duct or pipe or equipment locations as indicated on the documents do not indicate every transition, offset, or exact location. All transitions, offsets clearances and exact locations shall be established by actual field measurements, coordination with the BASIC MATERIALS AND METHODS 25069 - City of Corpus Christi Detention Center 220500-2 7-31-2025 structural, architectural and reflected ceiling plans, and other trades. Submit shop drawings for approval. C. All transitions, offsets and relocations as required by actual field conditions shall be performed by the contractor at no additional cost to the owner. D. Additional coordination with electrical contractor may be required to allow adequate clearances of electrical equipment, fixtures and associated appurtenances. Contractor to notify Architect and Engineer of unresolved clearances, conflicts or equipment locations. 1.04 SITE VISIT AND FAMILIARIZATION A. Before submitting a bid, it will be necessary for each Contractor whose work is involved to visit the site and ascertain for himself the conditions to be met therein in installing his work and make due provision for same in his bid. It will be assumed that this Contractor in submitting his bid has visited the premises and that his bid covers all work necessary to properly install the equipment shown. Failure on the part of the Contractor to comply with this requirement shall not be considered justification for the omission or faulty installation of any work covered by these Specifications and Drawings. B. Understand the existing utilities from which services will be supplied; verify locations of utility services, and determine requirements for connections. C. Determine in advance that equipment and materials proposed for installation fit into the confines indicated. 1.05 WORK SPECIFIED IN OTHER SECTIONS A. Finish painting is specified. Prime and protective painting are included in the work of this Division. B. Owner and General Contractor furnished equipment shall be properly connected to Mechanical (HVAC) and Plumbing systems. C. Furnishing and installing all required Mechanical (HVAC) and Plumbing equipment control relays and electrical interlock devices, conduit, wire and J-boxes are included in the Work of this Division. 1.06 PERMITS, TESTS, INSPECTIONS BASIC MATERIALS AND METHODS 25069 - City of Corpus Christi Detention Center 220500-3 7-31-2025 A. Arrange and pay for all permits, fees, tests, and all inspections as required by governmental authorities. 1.07 DATE OF FINAL ACCEPTANCE A. The date of final acceptance shall be the date of owner occupancy, or the date all punch list items have been completed or final payment has been received. Refer to Division 1 for additional requirements. B. The date of final acceptance shall be documented in writing and signed by the architect, owner and contractor. 1.08 DELIVERY, STORAGE, AND HANDLING A. Deliver products to the project properly identified with names, model numbers, types, grades, compliance labels, and other information needed for identification. B. Deliver products to the project at such time as the project is ready to receive the equipment, pipe or duct properly protected from incidental damage and weather damage. C. Damaged equipment, duct or pipe shall be promptly removed from the site and new, undamaged equipment, pipe and duct shall be installed in its place promptly with no additional charge to the Owner. 1.09 NOISE AND VIBRATION A. The heating, ventilating and air conditioning systems, and the component parts there of, shall be guaranteed to operate without objectionable noise and vibration. B. Provide foundations, supports and isolators as specified or indicated, properly adjusted to prevent transmission of vibration to the Building structure, piping and other items. C. Carefully fabricate ductwork and fittings with smooth interior finish to prevent turbulence and generation or regeneration of noise. D. All equipment shall be selected to operate with minimum of noise and vibration. If, in the opinion of the Architect, objectionable noise or vibration is produced or transmitted to or through the building structure by equipment, piping, ducts or other parts of the Work, the Contractor shall rectify such conditions without extra cost to the Owner. 1.10 APPLICABLE CODES BASIC MATERIALS AND METHODS 25069 - City of Corpus Christi Detention Center 220500-4 7-31-2025 A. Obtain all required permits and inspections for all work required by the Contract Documents and pay all required fees in connection thereof. B. Arrange with the serving utility companies for the connection of all required utilities and pay all charges, meter charges, connection fees and inspection fees, if required. C. Comply with all applicable codes, specifications, local ordinances, industry standards, utility company regulations and the applicable requirements of the following nationally accepted codes and standards: 1. Air Moving & Conditioning Association, AMCA. 2. American Standards Association, ASA. 3. American Society of Heating, Refrigerating, and Air -Conditioning Engineers, Inc., ASHRAE. 4. American Society of Mechanical Engineers, ASME. 5. American Society of Plumbing Engineers, ASPE. 6. American Society of Testing Materials, ASTM. 7. American Water Works Association, AWWA. 8. National Bureau of Standards, NBS. 9. National Fire Protection Association, NFPA. 10. Sheet Metal & Air Conditioning Contractors' National Association, SMACNA. 11. Underwriters' Laboratories, Inc., UL. 12. International Energy Conservation Code, IECC. D. Where differences existing between the Contract Documents and applicable state or city building codes, state and local ordinances, industry standards, utility company regulations and the applicable requirements of the above listed nationally accepted codes and standards, the more stringent or costly application shall govern. Promptly notify the Engineer in writing of all differences. E. When directed in writing by the Engineer, remove all work installed that does not comply with the Contract Documents and applicable state or city building codes, state and local ordinances, industry standards, utility company regulations and the applicable BASIC MATERIALS AND METHODS 25069 - City of Corpus Christi Detention Center 220500-5 7-31-2025 requirements of the above listed nationally accepted codes and standards, correct the deficiencies, and complete the work at no additional cost to the Owner. 1.11 DEFINITIONS AND SYMBOLS A. General Explanation: A substantial amount of construction and Specification language constitutes definitions for terms found in other Contract Documents, including Drawings which must be recognized as diagrammatic and schematic in nature and not completely descriptive of requirements indicated thereon. Certain terms used in Contract Documents are defined generally in this article, unless defined otherwise in Division 1. B. Definitions and explanations of this Section are not necessarily either complete or exclusive, but are general for work to the extent not stated more explicitly in another provision of the Contract Documents. C. Indicated: The term "Indicated" is a cross-reference to details, notes or schedules on the Drawings, to other paragraphs or schedules in the Specifications and to similar means of recording requirements in Contract Documents. Where such terms as "Shown", "Noted", "Scheduled", "Specified" and "Detailed" are used in lieu of "Indicated", it is for the purpose of helping the reader locate cross-reference material, and no limitation of location is intended except as specifically shown. D. Directed: Where not otherwise explained, terms such as "Directed", "Requested", "Accepted", and "Permitted" mean by the Architect or Engineer. However, no such implied meaning will be interpreted to extend the Architect's or Engineer's responsibility into the Contractor's area of construction supervision. E. Reviewed: Where used in conjunction with the Engineer's response to submittals, requests for information, applications, inquiries, reports and claims by the Contractor the meaning of the term "Reviewed" will be held to limitations of Architect's and Engineer's responsibilities and duties as specified in the General and Supplemental Conditions. In no case will "Reviewed" by Engineer be interpreted as a release of the Contractor from responsibility to fulfill the terms and requirements of the Contract Documents. F. Furnish: Except as otherwise defined in greater detail, the term "Furnish" is used to mean supply and deliver to the project site, ready for unloading, unpacking, assembly, installation, etc., as applicable in each instance. G. Install: Except as otherwise defined in greater detail, the term "Install" is used to describe operations at the project site including unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protection, cleaning and similar operations, as applicable in each instance. BASIC MATERIALS AND METHODS 25069 - City of Corpus Christi Detention Center 220500-6 7-31-2025 H. Provide: Except as otherwise defined in greater detail, the term "Provide" is used to mean "Furnish and Install", complete and ready for intended use, as applicable in each instance. I. Installer: Entity (person or firm) engaged by the Contractor or its subcontractor or Sub -contractor for performance of a particular unit of work at the project site, including unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protection, cleaning and similar operations, as applicable in each instance. It is a general requirement that such entities (Installers) be expert in the operations they are engaged to perform. J. Imperative Language: Used generally in Specifications. Except as otherwise indicated, requirements expressed imperatively are to be performed by the Contractor. For clarity of reading at certain locations, contrasting subjective language is used to describe responsibilities that must be fulfilled indirectly by the Contractor, or when so noted by other identified installers or entities. K. Minimum Quality/Quantity: In every instance, the quality level or quantity shown or specified is intended as minimum quality level or quantity of work to be performed or provided. Except as otherwise specifically indicated, the actual work may either comply exactly with that minimum (within specified tolerances), or may exceed that minimum within reasonable tolerance limits. In complying with requirements, indicated or scheduled numeric values are either minimums or maximums as noted or as appropriate for the context of the requirements. Refer instances of uncertainty to Owner or Engineer via a request for information (RFI) for decision before proceeding. L. Abbreviations and Symbols: The language of Specifications and other Contract Documents including Drawings is of an abbreviated type in certain instances, and implies words and meanings which will be appropriately interpreted. Actual word abbreviations of a self explanatory nature have been included in text of Specifications and Drawings. Specific abbreviations and symbols have been established, principally for lengthy technical terminology and primarily in conjunction with coordination of Specification requirements with notations on Drawings and in Schedules. These are frequently defined in Section at first instance of use or on a Legend and Symbol Drawing. Trade and industry association names and titles of generally recognized industry standards are frequently abbreviated. Singular words will be interpreted as plural and plural words will be interpreted as singular where applicable and where full context of Contract Documents so indicate. Except as otherwise indicated, graphic symbols and abbreviations used on Drawings and in Specifications are those recognized in construction industry for indicated purposes. Where not otherwise noted symbols and abbreviations are defined by 2004ASHRAE Fundamentals Handbook, chapter 37 "Abbreviations and Symbols", ASME and ASPE published standards. 1.12 DRAWINGS AND SPECIFICATIONS BASIC MATERIALS AND METHODS 25069 - City of Corpus Christi Detention Center 220500-7 7-31-2025 A. These Specifications are intended to supplement the Drawings and it will not be the province of the Specifications to mention any part of the work which the Drawings are competent to fully explain in every particular and such omission is not to relieve the Contractor from carrying out portions indicated on the Drawings only. B. Should items be required by these Specifications and not indicated on the Drawings, they are to be supplied even if of such nature that they could have been indicated thereon. In case of disagreement between Drawings and Specifications, or within either Drawings or Specifications, the better quality or greater quantity of work shall be estimated and the matter referred to the Architect or Engineer for review with a request for information and clarification at least 7 working days prior to bid opening date for issuance of an addendum. C. The listing of product manufacturers, materials and methods in the various sections of the Specifications, and indicated on the Drawings, is intended to establish a standard of quality only. It is not the intention of the Owner or Engineer to discriminate against any product, material or method that is equal to the standards as indicated and/or specified, nor is it intended to preclude open, competitive bidding. The fact that a specific manufacturer is listed as an acceptable manufacturer should not be interpreted to mean that the manufacturers' standard product will meet the requirements of the project design, Drawings, Specifications and space constraints. D. The Architect or Engineer and Owner shall be the sole judge of quality and equivalence of equipment, materials and methods. E. Products by other reliable manufacturers, other materials, and other methods, will be accepted as outlined, provided they have equal capacity, construction, and performance. However, under no circumstances shall any substitution by made without the written permission of the Architect or Engineer and Owner. Request for prior approval must be made in writing 10 days prior to the bid date without fail. F. Wherever a definite product, material or method is specified and there is not a statement that another product, material or method will be acceptable, it is the intention of the Owner or Engineer that the specified product, material or method is the only one that shall be used without prior approval. G. Wherever a definite material or manufacturer's product is specified and the Specification states that products of similar design and equal construction from the specified list of manufacturers may be substituted, it is the intention of the Owner or Engineer that products of manufacturers that are specified are the only products that will be acceptable and that products of other manufacturers will not be considered for substitution without approval. BASIC MATERIALS AND METHODS 25069 - City of Corpus Christi Detention Center 220500-8 7-31-2025 H. Wherever a definite product, material or method is specified and there is a statement that "OR EQUAL" product, material or method will be acceptable, it is the intention of the Owner or Engineer that the specified product, material or method or an "OR EQUAL" product, material or method may be used if it complies with the specifications and is submitted for review to the Engineer as outline herein. Where permission to use substituted or alternative equipment on the project is granted by the Owner or Engineer in writing, it shall be the responsibility of the Contractor or Subcontractor involved to verify that the equipment will fit in the space available which includes allowances for all required Code and maintenance clearances, and to coordinate all equipment structural support, plumbing and electrical requirements and provisions with the Mechanical (HVAC) and Plumbing Design Documents and all other trades, including Division 26. J. Changes in architectural, structural, electrical, mechanical, and plumbing requirements for the substitution shall be the responsibility of the bidder wishing to make the substitution. This shall include the cost of redesign by the affected designer(s). Any additional cost incurred by affected subcontractors shall be the responsibility of this bidder and not the owner. K. If any request for a substitution of product, material or method is rejected, the Contractor will automatically be required to furnish the product, material or method named in the Specifications. Repetitive requests for substitutions will not be considered. L. The Owner or Engineer will investigate all requests for substitutions when submitted in accordance with above and if accepted, will issue a letter allowing the substitutions. M. Where equipment other than that used in the design as specified or shown on the Drawings is substituted (either from an approved manufacturers list or by submittal review), it shall be the responsibility of the substituting Contractor to coordinate space requirements, building provisions and connection requirements with his trades and all other trades and pay all additional costs to other trades, the Owner, the Architect or Engineer, if any, due to the substitutions. N. The electrical design and electrical drawings are based on the equipment and/or electric motors of the type, size and electrical characteristics shown and specified on the mechanical drawings. Any change in equipment and/or motor size or type brought on directly or indirectly by a substitution or mechanical equipment having characteristics requiring a change, shall be the responsibility of the Mechanical Contractor and the entire cost of such change, including conduit, wiring, motor starting equipment, etc., shall be paid for by the Mechanical Contractor at no additional charge, unless the substitution was initiated by the Owner. Submittals must clearly show and deviations. Mechanical BASIC MATERIALS AND METHODS 25069 - City of Corpus Christi Detention Center 220500-9 7-31-2025 Contractor is responsible for coordinating any required changes with the Electrical Contractor, prior to Electrical Contractors ordering of panels and associated equipment. 1.13 SUBMITTALS A. Coordinate with Division 1 for submittal timetable requirements, unless noted otherwise within thirty (30) days after the Contract is awarded the Contractor shall submit a minimum of eight (8) complete bound sets of shop drawings and complete data covering each item of equipment or material. The first submittal of each item requiring a submittal must be received by the Architect or Engineer within the above thirty day period. The Architect or Engineer shall not be responsible for any delays or costs incurred due to excessive shop drawing review time for submittals received after the thirty (30) day time limit. The Architect and Engineer will retain one (1) copy each of all shop drawings for their files. Where full size drawings are involved, submit one (1) print and one (1) reproducible sepia or mylar in lieu of eight (8) sets. All literature pertaining to an item subject to Shop Drawing submittal shall be submitted at one time. A submittal shall not contain information from more than one Specification section, but may have a section subdivided into items or equipment as listed in each section. The Contractor may elect to submit each item or type of equipment separately. Each submittal shall include the following items enclosed in a suitable binder: 1. A cover sheet with the names and addresses of the Project, Architect, MEP Engineer, General Contractor and the Subcontractor making the submittal. The cover sheet shall also contain the section number covering the item or items submitted and the item nomenclature or description. 2. An index page with a listing of all data included in the Submittal. 3. A list of variations page with a listing all variations, including unfurnished or additional required accessories, items or other features, between the submitted equipment and the specified equipment. If there are no variations, then this page shall state "NO VARIATIONS". Where variations affect the work of other Contractors, then the Contractor shall certify on this page that these variations have been fully coordinated with the affected Contractors and that all expenses associated with the variations will be paid by the submitting Contractor. This page will be signed by the submitting Contractor. 4. Equipment information including manufacturer's name and designation, size, performance and capacity data as applicable. All applicable Listings, Labels, Approvals and Standards shall be clearly indicated. BASIC MATERIALS AND METHODS 25069 - City of Corpus Christi Detention Center 220500-10 7-31-2025 5. Dimensional data and scaled drawings as applicable to show that the submitted equipment will fit the space available with all required Code and maintenance clearances clearly indicated and labeled at a minimum scale of 1/4" = 1'-0", as required to demonstrate that the alternate or substituted product will fit in the space available. 6. Identification of each item of material or equipment matching that indicated on the Drawings. 7. Sufficient pictorial, descriptive and diagrammatic data on each item to show its conformance with the Drawings and Specifications. Any options or special requirements or accessories shall be so indicated. All applicable information shall be clearly indicated with arrows or another approved method. 8. Additional information as required in other Sections of this Division. 9. Certification by the General Contractor and Subcontractor that the material submitted is in accordance with the Drawings and Specifications, signed and dated in long hand. Submittals that do not comply with the above requirements shall be returned to the Contractor and shall be marked "REVISE AND RESUBMIT". B. Refer to Division 1 for additional information on shop drawings and submittals. C. Equipment and materials submittals and shop drawings will be reviewed for compliance with design concept only. It will be assumed that the submitting Contractor has verified that all items submitted can be installed in the space allotted. Review of shop drawings and submittals shall not be considered as a verification or guarantee of measurements or building conditions. D. Where shop drawings and submittals are marked "REVIEWED", the review of the submittal does not indicate that submittals have been checked in detail nor does it in any way relieve the Contractor from his responsibility to furnish material and perform work as required by the Contract Documents. E. Shop drawings shall be reviewed and returned to the Contractor with one of the following categories indicated: 1. REVIEWED: Contractor need take no further submittal action, shall include this submittal in the O&M manual and may order the equipment submitted on. 2. REVIEWED AS NOTED: Contractor shall submit a letter verifying that required exceptions to the submittal have been received and complied with including additional accessories or coordination action as noted, and shall include this submittal and compliance letter in the O&M manual. The contractor may order the BASIC MATERIALS AND METHODS 25069 - City of Corpus Christi Detention Center 220500-11 7-31-2025 equipment submitted on at the time of the returned submittal providing the Contractor complies with the exceptions noted. 3. NOT APPROVED: Contractor shall resubmit new submittal on material, equipment or method of installation when the alternate or substitute is not approved, the Contractor will automatically be required to furnish the product, material or method named in the Specifications and/or drawings. Contractor shall not order equipment that is not approved. Repetitive requests for substitutions will not be considered. 4. REVISE AND RESUBMIT: Contractor shall resubmit new submittal on material, equipment or method of installation when the alternate or substitute is marked revise and resubmit, the Contractor will automatically be required to furnish the product, material or method named in the Specifications and/or provide as noted on previous shop drawings. Contractor shall not order equipment marked revise and resubmit. Repetitive requests for substitutions will not be considered. 5. CONTRACTOR'S CERTIFICATION REQUIRED: Contractor shall resubmit submittal on material, equipment or method of installation. The Contractor's stamp is required stating the submittal meets all conditions of the contract documents. The stamp shall be signed by the General Contractor. The submittal will not be reviewed if the stamp is not placed and signed on all shop drawings. 6. MANUFACTURER NOT AS SPECIFIED: Contractor shall resubmit new submittal on material, equipment or method of installation when the alternate or substitute is marked manufacturer not as specified, the Contractor will automatically be required to furnish the product, material or method named in the specifications. Contractor shall not order equipment where submittal is marked manufacturer not as specified. Repetitive requests for substitutions will not be considered. F. Materials and equipment which are purchased or installed without shop drawing review shall be at the risk of the Contractor and the cost for removal and replacement of such materials and equipment and related work which is judged unsatisfactory by the Owner or Engineer for any reason shall be at the expense of the Contractor. The responsible Contractor shall remove the material and equipment noted above and replace with specified equipment or material at his own expense when directed in writing by the Architect or Engineer. G. Shop Drawing Submittals shall be complete and checked prior to submission to the Engineer for review. H. Submittals are required for, but not limited to, the following items: BASIC MATERIALS AND METHODS 25069 - City of Corpus Christi Detention Center 220500-12 7-31-2025 1. Pipe Material and Specialties. 2. Pipe Fabrication Drawings. 3. Basic Materials. 4. Variable Air Volume Boxes. 5. Air Handling Units. 6. Cooling Towers. 7. Chillers. 8. Air Cooled Condensing Units. 9. Water Treatment. 10. Expansion Compensation. 11. Variable Frequency Drives. 12. Noise and Vibration Controls. 13. Plumbing Fixtures and Specialties. 14. Plumbing Equipment. 15. Sanitary DWV Fittings, Pipe and Accessories. 16. Domestic Hot and Cold Water Pipe, Fittings and Accessories. 17. HVAC Pipe and Duct Insulation. 18. Hydronic and Plumbing Valves. 19. Hydronic Piping and Accessories. 20. Hydronic Pumps. 21. Roof -Top A/C Units. 22. Heating Water Boiler. 23. Portable Pipe Hanger and Equipment Supports. BASIC MATERIALS AND METHODS 25069 - City of Corpus Christi Detention Center 220500-13 7-31-2025 24. Duct Specialties. 25. Duct Fabrication Drawings. 26. Air Distribution Devices. 27. Fan Coil Units. 28. Filters. 29. Fans. 30. Fire Dampers and Fire Smoke Dampers. 31. Temperature Controls and Control Sequences. 32. Test, Adjust and Balance Reports. 33. Testing, Adjusting and Balancing Contractor Qualifications. 34. Coordination Drawings. Refer to other Division 22 sections for additional shop drawing requirements. Provide samples of actual materials and/or equipment to be used on the Project upon request of the Owner or Engineer. J. Contractor to submit Mechanical/Electrical equipment coordination sheet with equipment submittal for all AHU's, ACCU's, and Fans. Reference chart at end of section. Provide copy to electrical subcontractor. 1.14 COORDINATION DRAWINGS A. Prepare coordination drawings to a scale of 1/4"=1'-0" or larger; detailing major elements, components, and systems of mechanical equipment and materials in relationship with other systems, installations, and building components. Indicate locations where space is limited for installation and access and where sequencing and coordination of installations are of importance to the efficient flow of the Work, including (but not necessarily limited to) the following: 1. Indicate the proposed locations of pipe, duct, equipment, and other materials. Include the following: a. Wall and type locations. BASIC MATERIALS AND METHODS 25069 - City of Corpus Christi Detention Center 220500-14 7-31-2025 b. Clearances for installing and maintaining insulation. c. Locations of light fixtures and sprinkler heads. d. Clearances for servicing and maintaining equipment, including tube removal, filter removal, and space for equipment disassembly required for periodic maintenance. e. Equipment connections and support details. f. Exterior wall and foundation penetrations. g. Routing of storm and sanitary sewer piping. h. Fire -rated wall and floor penetrations. Sizes and location of required concrete pads and bases. j. Valve stem movement. k. Structural floor, wall and roof opening sizes and details. 2. Indicate scheduling, sequencing, movement, and positioning of large equipment into the building during construction. 3. Prepare floor plans, elevations, and details to indicate penetrations in floors, walls, and ceilings and their relationship to other penetrations and installations. 4. Prepare reflected ceiling plans to coordinate and integrate installations, air distribution devices, light fixtures, communication systems components, and other ceiling -mounted items. B. This Contractor shall be responsible for coordination of all items that will affect the installation of the work of this Division. This coordination shall include, but not be limited to: voltage, ampacity, capacity, electrical and piping connections, space requirements, sequence of construction, building requirements and special conditions. C. By submitting shop drawings on the project, this Contractor is indicating that all necessary coordination has been completed and that the systems, products and equipment submitted can be installed in the building and will operate as specified and intended, in full coordination with all other Contractors and Subcontractors. 1.15 RECORD DOCUMENTS BASIC MATERIALS AND METHODS 25069 - City of Corpus Christi Detention Center 220500-15 7-31-2025 A. Prepare record documents in accordance with the requirements in Special Project Requirements, in addition to the requirements specified in Division 22, indicate the following installed conditions: 1. Duct mains and branches, size and location, for both exterior and interior; locations of dampers, fire dampers, duct access panels, and other control devices; filters, fuel fired heaters, fan coils, condensing units, and roof -top A/C units requiring periodic maintenance or repair. 2. Mains and branches of piping systems, with valves and control devices located and numbered, concealed unions located, and with items requiring maintenance located (i.e., traps, strainers, expansion compensators, tanks, etc.). Valve location diagrams, complete with valve tag chart. Indicate actual inverts and horizontal locations of underground piping. 3. Equipment locations (exposed and concealed), dimensioned from prominent building lines. 4. Approved substitutions, Contract Modifications, and actual equipment and materials installed. 5. Contract Modifications, actual equipment and materials installed. B. Engage the services of a Land Surveyor or Professional Engineer registered in the state in which the project is located as specified herein to record the locations and invert elevations of underground installations. C. The Contractor shall maintain a set of clearly marked black line record "AS -BUILT" prints on the job site on which he shall mark all work details, alterations to meet site conditions and changes made by "Change Order" notices. These shall be kept available for inspection by the Owner, Architect or Engineer at all times. D. Refer to Division 1 for additional requirements concerning record drawings. If the Contractor does not keep an accurate set of as -built drawings, the pay request may be altered or delayed at the request of the Architect. Mark the drawings with a colored pencil. Delivery of as -built prints and reproducible is a condition of final acceptance. E. The record prints shall be updated on a daily basis and shall indicate accurate dimensions for all buried or concealed work, precise locations of all concealed pipe or duct, locations of all concealed valves, controls and devices and any deviations from the work shown on the Construction Documents which are required for coordination. All dimensions shall include at least two dimensions to permanent structure points. BASIC MATERIALS AND METHODS 25069 - City of Corpus Christi Detention Center 220500-16 7-31-2025 F. Submit three prints of the tracings for approval. Make corrections to tracings as directed and delivered "Auto Positive Tracings" to the architect. "As -Built" drawings shall be furnished in addition to shop drawings. G. When the option described in paragraph F., above is not exercised then upon completion of the work, the Contractor shall transfer all marks from the submit a set of clear concise set of reproducible record "AS -BUILT" drawings and shall submit the reproducible drawings with corrections made by a competent draftsman and three (3) sets of black line prints to the Architect or Engineer for review prior to scheduling the final inspection at the completion of the work. The reproducible record "AS -BUILT" drawings shall have the Engineers Name and Seal removed or blanked out and shall be clearly marked and signed on each sheet as follows: CERTIFIED RECORD DRAWINGS DATE: (NAME OF GENERAL CONTRACTOR) BY: (SIGNATURE) (NAME OF SUBCONTRACTOR) BY: (SIGNATURE) 1.16 OPERATING MANUALS A. Prepare maintenance manuals in accordance with Division 1 and in addition to the requirements specified in Division 1, include the following information for equipment items: 1. Description of function, normal operating characteristics and limitations, performance curves, engineering data and tests, and complete nomenclature and commercial numbers of replacement parts. 2. Manufacturer's printed operating procedures to include start-up, break-in, and routine and normal operating instructions; regulation, control, stopping, shutdown, and emergency instructions; and summer and winter operating instructions. BASIC MATERIALS AND METHODS 25069 - City of Corpus Christi Detention Center 220500-17 7-31-2025 3. Maintenance procedures for routine preventative maintenance and troubleshooting; disassembly, repair, and reassembly; aligning and adjusting instructions. 4. Servicing instructions and lubrication charts and schedules. 1.17 CERTIFICATIONS AND TEST REPORTS A. Submit a detailed schedule for completion and testing of each system indicating scheduled dates for completion of system installation and outlining tests to be performed and schedule date for each test. This detailed completion and test schedule shall be submittal at least 90 days before the projected Project completion date. B. Test result reporting forms shall be submitted for review no later than the date of the detailed schedule submitted. C. Submit 4 copies of all certifications and test reports to the Architect or Engineer for review adequately in advance of completion of the Work to allow for remedial action as required to correct deficiencies discovered in equipment and systems. D. Certifications and test reports to be submitted shall include, but not be limited to those items outlined in Section of Division 22. 1.18 MAINTENANCE MANUALS A. Coordinate with Division 1 for maintenance manual requirements, unless noted otherwise bind together in "D ring type" binders by National model no. 79-883 or equal, binders shall be large enough to allow %" of spare capacity. Three (3) sets of all approved shop drawing submittals, fabrication drawings, bulletins, maintenance instructions, operating instructions and parts exploded views and lists for each and every piece of equipment furnished under this Specification. All sections shall be typed and indexed into sections and labeled for easy reference and shall utilize the individual specification section numbers shown in the Mechanical Specifications as an organization guideline. Bulletins containing information about equipment that is not installed on the project shall be properly marked up or stripped and reassembled. All pertinent information required by the Owner for proper operation and maintenance of equipment supplied by Division 22 shall be clearly and legibly set forth in memoranda that shall, likewise, be bound with bulletins. B. Prepare maintenance manuals in accordance with Special Project Conditions, in addition to the requirements specified in Division 22, include the following information for equipment items: BASIC MATERIALS AND METHODS 25069 - City of Corpus Christi Detention Center 220500-18 7-31-2025 1. Identifying names, name tags designations and locations for all equipment. 2. Valve tag lists with valve number, type, color coding, location and function. 3. Reviewed shop drawing submittals with exceptions noted compliance letter. 4. Fabrication drawings. 5. Equipment and device bulletins and data sheets clearly highlighted to show equipment installed on the project and including performance curves and data as applicable, i.e., description of function, normal operating characteristics and limitations, performance curves, engineering data and tests, and complete nomenclature and model numbers of replacement parts. 6. Manufacturer's printed operating procedures to include start-up, break-in, and routine and normal operating instructions; regulation, control, stopping, shutdown, and emergency instructions; and summer and winter operating instructions. 7. Maintenance procedures for routine preventative maintenance and troubleshooting; disassembly, repair, and reassembly; aligning and adjusting instructions, servicing instructions and lubrication charts and schedules. 8. Equipment and motor name plate data. 9. Wiring diagrams. 10. Exploded parts views and parts lists for all equipment and devices. 11. Color coding charts for all painted equipment and conduit. 12. Location and listing of all spare parts and special keys and tools furnished to the Owner. 13. Furnish recommended lubrication schedule for all required lubrication points with listing of type and approximate amount of lubricant required. C. Refer to Division 1 for additional information on Operating and Maintenance Manuals. D. Operating and Maintenance Manuals shall be turned over to the Owner or Engineer a minimum of 14 working days prior to the beginning of the operator training period. 1.19 OPERATOR TRAINING BASIC MATERIALS AND METHODS 25069 - City of Corpus Christi Detention Center 220500-19 7-31-2025 A. The Contractor shall furnish the services of factory trained specialists to instruct the Owner's operating personnel. The Owner's operator training shall include 12 hours of on site training in three 4 hour shifts. B. Before proceeding with the instruction of Owner Personnel, prepare a typed outline in triplicate, listing the subjects that will be covered in this instruction, and submit the outline for review by the Owner. At the conclusion of the instruction period obtain the signature of each person being instructed on each copy of the reviewed outline to signify that he has a proper understanding of the operation and maintenance of the systems and resubmit the signed outlines. C. Refer to other Division 22 Sections for additional Operator Training requirements. 1.20 FINAL COMPLETION A. At the completion of the work, all equipment and systems shall be tested and faulty equipment and material shall be repaired or replaced. Refer to Sections of Division 22 for additional requirements. B. Clean and adjust all air distribution devices and replace all air filters immediately prior to final acceptance. C. Touch up and/or refinish all scratched equipment and devices immediately prior to final acceptance. 1.21 CONTRACTOR'S GUARANTEE A. Use of the HVAC and Plumbing systems to provide temporary service during construction period will not be allowed without permission from the Owner in writing and if granted shall not be cause warranty period to start, except as defined below. B. Contractor shall guarantee to keep the entire installation in repair and perfect working order for a period of one year after its completion and final acceptance, and shall furnish free of additional cost to the Owner all materials and labor necessary to comply with the above guarantee throughout the year beginning from the date of issue of Substantial Completion, Beneficial Occupancy by the Owner or the Certificate of Final Payment as agreed upon by all parties. BASIC MATERIALS AND METHODS 25069 - City of Corpus Christi Detention Center 220500-20 7-31-2025 C. This guarantee shall not include cleaning or changing filters except as required by testing, adjusting and balancing. D. All air conditioning compressors shall have parts and labor guarantees for a period of not less than 5 years beyond the date of final acceptance. E. Refer to Sections in Division 22 for additional guarantee or warranty requirements. 1.22 TRANSFER OF ELECTRONIC FILES A. Project documents are not intended or represented to be suitable for reuse by Architect/Owner or others on extensions of this project or on any other project. Any such reuse or modification without written verification or adaptation by Engineer, as appropriate for the specific purpose intended, will be at Architect/Owner's risk and without liability or legal exposure to Engineer or its consultants from all claims, damages, losses and expense, including attorney's fees arising out of or resulting thereof. B. Because data stored in electric media format can deteriorate or be modified inadvertently, or otherwise without authorization of the data's creator, the party receiving the electronic files agrees that it will perform acceptance tests or procedures within sixty (60) days of receipt, after which time the receiving party shall be deemed to have accepted the data thus transferred to be acceptable. Any errors detected within the sixty (60) day acceptance period will be corrected by the party delivering the electronic files. Engineer is not responsible for maintaining documents stored in electronic media format after acceptance by the Architect/Owner. C. When transferring documents in electronic media format, Engineer makes no representations as to the long term compatibility, usability or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by Engineer at the beginning of the Project. D. Any reuse or modifications will be Contractor's sole risk and without liability or legal exposure to Architect, Engineer or any consultant. E. The Texas Board of Architectural Examiners (TBAE) has stated that it is in violation of Texas law for persons other than the Architect of record to revise the Architectural drawings without the Architect's written consent. BASIC MATERIALS AND METHODS 25069 - City of Corpus Christi Detention Center 220500-21 7-31-2025 It is agreed that "MEP" hard copy or computer -generated documents will not be issued to any other party except directly to the Architect/Owner. The contract documents are contractually copyrighted and cannot be used for any other project or purpose except as specifically indicated in AIA B-141 Standard Form of Agreement between Architect and Owner. If the client, Architect/Owner, or developer of the project requires electronic media for "record purposes", then an AutoCAD based compact disc ("CD") will be prepared. The "CD" will be submitted with all title block references intact and will be formatted in a "plot" format to permit the end user to only view and plot the drawings. Revisions will not be permitted in this configuration. F. At the Architect/Owner's request, Engineer will prepare one "CD" of electronic media to assist the contractor in the preparation of submittals. The Engineer will prepare and submit the "CD" to the Architect/Owner for distribution to the contractor. All copies of the "CD" will be reproduced for a cost of reproduction fee of Five Hundred Dollars ($500.00) per "CD". The "CD" will be prepared and all title blocks, names and dates will be removed. The "CD" will be prepared in a ".dwg" format to permit the end user to revise the drawings. G. This Five Hundred Dollars ($500.00) per "CD" cost of reproduction will be paid directly from the Contractor to the Engineer. The "CD" will be prepared only after receipt of the Five Hundred Dollars ($500.00). The Five Hundred Dollars ($500.00) per "CD" cost of reproduction is to only recover the cost of the manhours necessary to reproduce the documents. It is not a contractual agreement between the Contractor and Engineer to provide any engineering services, nor any other service. PART 2 - PRODUCTS 2.01 MATERIALS A. Provide materials and equipment manufactured by a domestic United States manufacturer. B. Access Doors: Provide access doors as required for access to equipment, valves, controls, cleanouts and other apparatus where concealed. Access doors shall have concealed hinges and screw driver cam locks. C. All access panels located in wet areas such as restrooms, locker rooms, shower rooms, kitchen and any other wet areas shall be constructed of stainless steel. D. Access Doors: shall be as follows: BASIC MATERIALS AND METHODS 25069 - City of Corpus Christi Detention Center 220500-22 7-31-2025 1. Plastic Surfaces: Milcor Style K. 2. Ceramic Tile Surface: Milcor Style M. 3. Drywall Surfaces: Milcor Style DW. 4. Install panels only in locations approved by the Architect. PART 3 - EXECUTION 3.01 ROUGH -IN A. Verify final locations for rough -ins with field measurements and with the requirements of the actual equipment to be connected via reviewed submittals. B. Refer to equipment specifications in Divisions 2 through 28 for additional rough -in requirements. 3.02 MECHANICAL INSTALLATIONS A. General: Sequence, coordinate, and integrate the various elements of mechanical systems, materials, and equipment. Comply with the following requirements: 1. Coordinate mechanical systems, equipment, and materials installation with other building components. 2. Verify all dimensions by field measurements. 3. Arrange for chases, slots, and openings in other building components during progress of construction, to allow for mechanical installations. 4. Coordinate the installation of required supporting devices and sleeves to be set in poured -in -place concrete and other structural components, as they are constructed. 5. Sequence, coordinate, and integrate installations of mechanical materials and equipment for efficient flow of the Work. Give particular attention to large equipment requiring positioning prior to closing in the building. 6. Where mounting heights are not detailed or dimensioned, install systems, materials, and equipment to provide the maximum headroom possible. BASIC MATERIALS AND METHODS 25069 - City of Corpus Christi Detention Center 220500-23 7-31-2025 7. Coordinate connection of mechanical systems with exterior underground and overhead utilities and services. Comply with requirements of governing regulations, franchised service companies, and controlling agencies. Provide required connection for each service. 8. Install systems, materials, and equipment to conform with architectural action markings on submittal, including coordination drawings, to greatest extent possible. Conform to arrangements indicated by the Contract Documents, recognizing that portions of the Work are shown only in diagrammatic form. Where coordination requirements conflict with individual system requirements, resolve conflicts and route proposed solution to the Architect for review. 9. Install systems, materials, and equipment level and plumb, parallel and perpendicular to other building systems and components, where installed exposed in finished spaces. 10. Install mechanical equipment to facilitate servicing, maintenance, and repair or replacement of equipment components. As much as practical, connect equipment for ease of disconnecting, with minimum of interference with other installations. Extend grease fittings to an accessible location and label. 11. Install access panel or doors where units are concealed behind finished surfaces. Access panels and doors are specified. 12. Install systems, materials, and equipment giving right-of-way priority to systems required to be installed at a specified slope. 13. Provide roof curbs for all roof mounted equipment. Coordinate with roof construction for pitched roof. Provide roof curb to match roof slope. Refer to architectural drawings and details. 14. The equipment to be furnished under this Specification shall be essentially the standard product of the manufacturer. Where two or more units of the same class of equipment are required, these units shall be products of a single manufacturer; however, the component parts of the system need not be the product of the same manufacturer. 15. The architectural and structural features of the building and the space limitations shall be considered in selection of all equipment. No equipment shall be furnished which will not suit the arrangement and space limitations indicated. 16. Lubrication: Prior to start-up, check and properly lubricate all bearings as recommended by the manufacturer. BASIC MATERIALS AND METHODS 25069 - City of Corpus Christi Detention Center 220500-24 7-31-2025 17. Where the word "Concealed" is used in these Specifications in connection with insulating, painting, piping, ducts, etc., it shall be understood to mean hidden from sight as in chases, furred spaces or suspended ceilings. "Exposed" shall be understood to mean the opposite of concealed. 18. Identification of Mechanical Equipment: a. Mechanical equipment shall be identified by means of nameplates permanently attached to the equipment. Nameplates shall be engraved laminated plastic or etched metal. Shop drawings shall include dimensions and lettering format for approval. Attachments shall be with escutcheon pins, self -tapping screws, or machine screws. b. Tags shall be attached to all valves, including control valves, with nonferrous chain. Tags shall be brass and at least 1-1/2 inches in diameter. Nameplate and tag symbols shall correspond to the identification symbols on the temperature control submittal and the "as -built" drawings. 3.03 CUTTING AND PATCHING A. Protection of Installed Work: During cutting and patching operations, protect adjacent installations. B. Perform cutting, fitting, and patching of mechanical equipment and materials required to: 1. Uncover Work to provide for installation of ill-timed Work. 2. Remove and replace defective Work. 3. Remove and replace Work not conforming to requirements of the Contract Documents. 4. Remove samples of installed Work as specified for testing. 5. Install equipment and materials in existing structures. 6. Upon written instructions from the Engineer, uncover and restore Work to provide for Engineer/Owner's observation of concealed Work, without additional cost to the Owner. 7. Patch existing finished surfaces and building components using new materials matching existing materials and experienced Installers. Patch finished surfaces and building components using new materials specified for the original installation and BASIC MATERIALS AND METHODS 25069 - City of Corpus Christi Detention Center 220500-25 7-31-2025 experienced Installers; refer to the materials and methods required for the surface and building components being patched; Refer to Section "DEFINITIONS" for definition of "Installer." C. Cut, remove and legally dispose of selected mechanical equipment, components, and materials as indicated, including but not limited to removal of mechanical piping, mechanical ducts and HVAC units, plumbing fixtures and trim, and other mechanical items made obsolete by the new Work. D. Protect the structure, furnishings, finishes, and adjacent materials not indicated or scheduled to be removed. E. Provide and maintain temporary partitions or dust barriers adequate to prevent the spread of dust and dirt to adjacent areas. 3.04 WORK SEQUENCE, TIMING, COORDINATION WITH OWNER A. The Owner will cooperate with the Contractor, however, the following provisions must be observed: 1. A meeting will be held at the project site, prior to any construction, between the Owner's Representative, the General Contractor, the Sub -Contractors and the Engineer to discuss Contractor's employee parking space, access, storage of equipment or materials, and use of the Owner's facilities or utilities. The Owner's decisions regarding such matters shall be final. 2. During the construction of this project, normal facility activities will continue in existing buildings until renovated areas are completed. Plumbing, fire protection, lighting, electrical, communications, heating, air conditioning, and ventilation systems will have to be maintained in service within the occupied spaces of the existing building. END OF SECTION 22 05 00 BASIC MATERIALS AND METHODS 25069 - City of Corpus Christi Detention Center 220500-26 7-31-2025 Plumbing/Elec. Equipment Coordination Sheet Mark # Unit Type Manufacturer's Recomm. Fuse Size (MOCP) Mark # Unit Type Manufacturer's Recomm. Fuse Size (MOCP) BASIC MATERIALS AND METHODS 25069 - City of Corpus Christi Detention Center 220500-27 7-31-2025 SECTION 22 07 00 INSIDE UTILITY TRENCH EXCAVATION, BACKFILL, AND COMPACTION PART 1— GENERAL 1.01 DESCRIPTION A. This section describes general requirements, products, and methods of execution relating to excavation, backfill and compaction of inside trenches for mechanical work. Inside trenches are those which occur within an arbitrary, imaginary boundary five feet beyond the outside perimeter of the structure. B. Scope: Provide all trench work for mechanical work of every description and of whatever substance encountered to the depth indicated, or to provide pipe slopes and elevations shown on the drawing. Excavate and backfill utility trenches. Place and compact bedding material on compact backfill material. C. SPECIAL NOTE: All provisions and divisions of these specifications are a part of this section of these specifications. The Contractor shall consult these divisions and provisions in detail for instructions and include all items pertaining to this work. The Contractor shall consult all other divisions of these specifications, determine the extent of impact on the work required to complete the work required by this section of the specifications or portion thereof and related work shown on the drawings. 1.02 APPLICABE CODES A. Local Codes and Ordinances B. Texas Safety Standards C. OSHA — Section 1926.650 1.03 SAFETY PRECAUTIONS AND PROGRAMS A. It shall be the duty and responsibility of the Contractor and all of its subcontractors to be familiar and comply with all requirements of Public Law 91-696, 29 U.S.C. Secs. 651 et. seq., the Occupational Safety and Health Act of 1970, (OSHA) and all amendments thereto, and to enforce and comply with all of these provisions of this Act. IN ADDITION, ON PROJECTS IN WHICH TRENCH EXCAVATION WILL EXCEED A DEPTH OF FIVE FEET, THE CONTRACTOR AND ALL OF ITS SUBCONTRACTORS SHALL COMPLY WITH ALL REQUIREMENTS OF 29 C.F.R. SECS. 1926.652 AND 1926.653, OSHA SAFETY AND HEALTH STANDARDS. INSIDE UTILITY TRENCH EXCAVATION, BACKFILL, AND COMPACTION 25069 - City of Corpus Christi Detention Center 220700-1 7-31-2025 PART 2 — BEDDING MATERIAL 2.01 BEDDING MATERIAL A. Select bedding material from trench excavation using care to separate it from unsuitable material. If suitable bedding material is not available from trench excavation, import it from sources approved by the Architect. B. Use clean sand. Maintain moisture content within a range that will allow specified compaction. 2.02 TRENCH BACKFILL A. Obtain trench backfill material from trench excavation. If sufficient suitable trench backfill material compatible with structural backfill is not available from trench excavation, import it from sources approved by Architect. B. Use granular material, free from large stones, boulders and debris. Maintain moisture content within a range that will allow specified compaction. Maximum aggregate size four inches (4"). PART 3 — EXECUTION 3.01 EXCAVATION A. Place all excavated material suitable for backfill in an orderly manner, and in conformance with safety codes. B. Dispose of all material not suitable for backfilling. C. Form bell holes so pipelines rest on continuous undisturbed soil. If larger rocks or boulders are encountered, remove them. If trenches are below specified grade, backfill to required depth with select granular materials free from debris and rock, and compact to proper grade before installing piping. 3.02 LOCATION A. Locate trenches to accommodate utilities shown on drawings B. Construct trench with adequate width to allow compaction equipment to be used at the sides of pipes. C. Make trench side slopes conform to prevailing safety code requirements. 3.03 DEWATERING A. Perform whatever work is necessary to prevent the flow and accumulation of surface or ground water in the excavation. INSIDE UTILITY TRENCH EXCAVATION, BACKFILL, AND COMPACTION 25069 - City of Corpus Christi Detention Center 220700-2 7-31-2025 3.04 TIMING A. Do not backfill until underground mechanical system has been properly tested, inspected and approved. B. Coordinate with the work of others, and complete all trench work in a timely manner. 3.05 BEDDING A. Place bedding material under, around, and over the pipe in lifts not exceeding 8" in depth. B. Work material around pipe by hand methods, taking care to keep any oversize or sharp stones out of contact with the pipe, and to provide uniform support for the pipe. C. Cover pipe with bedding material to building subgrade or to a minimum 12" depth before adding other backfill. 3.06 BACKFILLING A. Continue placing backfill material until trench is completely filled to building subgrade, or as shown on drawings. B. Place backfill material in lifts not to exceed 12" in depth. 3.07 COMPACTION A. Compact all bedding material to at least 95% of maximum density, taking care not to damage the pipe. B. Compact all backfill under footings, slabs, and other structures to 95% of maximum density or more, if required by the Architect. C. Compact other areas to preclude future settlements, or at least 85% of maximum density. 3.08 FINISHING A. After completion of backfilling, dispose of excess material and smooth the surface of grade. B. Do not allow heavy equipment to be used over backfilled work that does not have sufficient cover to prevent pipe damage. 3.09 SPECIAL PRECAUTIONS A. Avoid unauthorized and unnecessary excavations. B. Minimize number and size of excavations under footings or bearing walls. INSIDE UTILITY TRENCH EXCAVATION, BACKFILL, AND COMPACTION 25069 - City of Corpus Christi Detention Center 220700-3 7-31-2025 C. Support footings, foundations, and walls with timbers and jacks if there appears to be any possible chance of damage, and keep such precautions in place to eliminate possible damage. D. Backfill under footings and bearing walls, using maximum compaction or concrete or proportions as specified for footings. E. Avoid damage to all existing underground services, foundations, cables, conduit lines or foundations. Repair any existing underground work accidentally damaged at no additional cost to the Owner. 3.10 UNDER EXISTING SLAB INSTALLATION A. When breaking out an existing floor slab, make a saw cut and remove concrete. When repouring concrete, compact the fill to the same specifications as the building fill. Re: Architectural/Structural. Make necessary saw cuts and patching as required. END OF SECTION 22 07 00 INSIDE UTILITY TRENCH EXCAVATION, BACKFILL, AND COMPACTION 25069 - City of Corpus Christi Detention Center 220700-4 7-31-2025 SECTION 22 08 00 OUTSIDE UTILITY TRENCH EXCAVATION, BACKFILL, AND COMPACTION PART 1— GENERAL 1.01 DESCRIPTION OF WORK A. Related Work Specified Elsewhere: 1. Section 220500— Basic Materials and Methods 2. Division 2 — Site Work B. Description: This section described general requirements, products, and methods of execution relating excavation, backfill, and compaction of utility trenches outside of buildings. The arbitrary line of demarcation between inside and outside of buildings occurs 5 feet outside the building perimeters. C. It shall be the duty and responsibility of the Contractor and all of its subcontractors to be familiar and comply with all requirements of Public Law 91-696, 29 U.S.C. Secs. 651 et. seq., the Occupational Safety and Health Act of 1970, (OSHA) and all amendments thereto, and to WHICH TRENCH EXCAVATION WILL EXCEED A DEPTH OF FIVE FEET, THE CONTRACTOR AND ALL OF ITS SUBCONTRACTORS SHALL COMPLY WITH ALL REQUIREMENTS OF 29 C.F.R. SECS. 1926.652 AND 1926.653, OSHA SAFETY AND HEALTH STANDARDS. D. SPECIAL NOTE: All provisions and divisions of these specifications are a part of this section of these specifications. The Contractor shall consult these divisions and provisions in detail for instructions and include all items pertaining to this work. The Contractor shall consult all other divisions of these specifications, determine the extent of impact on the work required to complete the work required by this section of the specifications or portion thereof and related work shown on the drawings. PART 2 — PRODUCTS 2.01 BEDDING MATERIAL A. Select bedding material from trench excavation using care to separate it from unsuitable material. If suitable bedding material is not available from trench excavation, import it from sources approved by the Architect. B. Use granular material, free from large stones, boulders and debris. Maximum aggregate size passing a 2" sieve opening. Maintain moisture content within a range that will allow specified compaction. 2.02 TRENCH BACKFILL OUTSIDE UTILITY TRENCH EXCAVATION, BACKFILL, AND COMPACTION 25069 - City of Corpus Christi Detention Center 220800-1 7-31-2025 A. Obtain trench backfill material from trench excavation. If sufficient suitable trench backfill material is not available from trench excavation, import it from sources approved by the Architect. B. Use granular material, free from large stones, boulders, and debris. Maintain moisture content within range that will allow specified compaction. Maximum aggregate size shall be 4 inches. PART 3 — EXECUTION 3.01 EXCAVATION A. Excavate trenches to depth and grades as shown on drawings. B. Place all excavated material suitable for backfill in an orderly manner and in conformance with safety codes. C. Dispose of all material not suitable for backfill. D. Form bell holes so pipelines rest on continuous undisturbed soil. If larger rocks or boulders are encountered, remove them. If ground surface is below specified pipe grade, fill to required depth with granular materials free from debris and rock, and compact to proper grade before installing piping. 3.02 LOCATION A. Locate trenches to accommodate utilities shown on the drawings. B. Construct trench with adequate width to allow compaction equipment to be used at the side of pipes. C. Make trench side slopes conform to prevailing safety code requirements. 3.03 DE -WATERING A. Perform whatever work is necessary to prevent flow and accumulation of surface or ground water in the excavation. 3.04 TIMING A. Do not complete backfill until utility system has been properly tested, inspected, and approved. B. Coordinate with the work of others and complete all trench work in a timely manner. 3.05 BEDDING A. Place bedding material under, around, and over pipe in lifts not exceeding 8" in depth. OUTSIDE UTILITY TRENCH EXCAVATION, BACKFILL, AND COMPACTION 25069 - City of Corpus Christi Detention Center 220800-2 7-31-2025 B. Work material around pipe by hand methods, taking care to keep any oversize or sharp stones out of contact with the pipe, and provide uniform support for the pipe. C. Cover pipe with bedding material to a minimum 6" depth before adding other backfill. D. Cover water line with 18" bedding material before backfilling. 3.06 BACKFILLING A. Continue placing backfill material until trench is completely filled to finished grade, or as shown on the drawing. B. Place backfill material in lifts not to exceed 12" in depth. 3.07 COMPACTION A. Compact all bedding material to al least 95% of maximum density, taking care not to damage the pipe. B. Compact backfill material to preclude future settlement or at least to 90% of maximum density. 3.08 FINISHING A. After completion of backfilling, dispose of excess material and smooth the surface to grade. B. Restore all surface areas to original conditions, or improve as shown on the drawings. C. Replace all paving, base course, gravel surfacing, sub -base, topsoil or other existing finished surface shown or not shown on the drawings. D. Clean up and finish all construction areas to original condition or better. END OF SECTION 22 08 00 OUTSIDE UTILITY TRENCH EXCAVATION, BACKFILL, AND COMPACTION 25069 - City of Corpus Christi Detention Center 220800-3 7-31-2025 SECTION 22 14 00 HANGERS, SUPPORTS AND ANCHORS PART 1 - GENERAL 1.01 WORK INCLUDED A. Pipe, and equipment hangers, supports, and associated anchors. B. Sleeves and seals. C. Flashing and sealing equipment and pipe stacks. 1.02 RELATED WORK A. Section 232400 - Vibration Isolation. B. Section 222600 - Piping Insulation. C. Section 232800 - Equipment Insulation. D. Section 211300 - Fire Protection System. E. Section 224100 - Plumbing System. F. Section 235100 - Hydronic Piping. G. Section 235300 — Refrigerant Piping 1.03 REFERENCES A. ANSI/ASME B31.1 - Power Piping. B. NFPA 13 - Standard for the Installation of Sprinkler Systems. C. NFPA 14 - Standard for the Installation of Standpipe and Hose Systems. 1.04 QUALITY ASSURANCE A. Supports for Sprinkler Piping: In conformance with NFPA 13. B. Supports for Standpipes: In conformance with NFPA 14. HANGERS, SUPPORTS AND ANCHORS 25069 - City of Corpus Christi Detention Center 221400-1 7-31-2025 1.05 SUBMITTALS A. Submit shop drawings and product data under provisions of Division 1. B. Indicate hanger and support framing and attachment methods. PART 2 - PRODUCTS 2.01 PIPE HANGERS AND SUPPORTS A. Hangers for Pipe Sizes 1/2 to 1-1/2 Inch Malleable iron, adjustable swivel, split ring. B. Hangers for Pipe Sizes 2 to 4 Inches Carbon steel, adjustable, clevis. C. Hangers for Pipe Sizes 6 Inches and over: Adjustable steel yoke, cast iron roll, double hanger. D. All hangers, supports and rods in areas exposed to the outdoors, such as but not limited to crawl spaces, service bays, wash bays, open shops and warehouses shall be hot dipped galvanized. E. Multiple or Trapeze Hangers: Steel channels with welded spacers and hanger rods; cast iron roll and stand for pipe sizes 6 inches and over. F. Wall Support for Pipe Sizes to 3 Inches: Cast iron hook. G. Wall Support for Pipe Sizes 4 Inches and over: adjustable steel yoke and cast iron roll. H. Vertical Support: Steel riser clamp. Floor Support for Pipe Sizes to 4 Inches: Cast iron adjustable pipe saddle, locknut nipple, floor flange, and concrete pier or steel support. J. Floor Support for Pipe Sizes 6 Inches and over: Adjustable cast iron roll and stand, steel screws, and concrete pier or steel support. K. Roof Pipe Supports and Hangers: Galvanized Steel Channel System as manufactured by Portable Pipe Hangers, Inc. or approved equal. For pipes 2-1/2" and smaller — Type PP10 with roller For pipes 3" through 8" —Type PS HANGERS, SUPPORTS AND ANCHORS 25069 - City of Corpus Christi Detention Center 221400-2 7-31-2025 For multiple pipes — Type PSE - Custom L. Copper Pipe Support and Hangers: Electro-galvanized with thermoplastic elastomer cushions; Unistrut "Cush -A -Clamp" or equal. Hangers: Plastic coated; Unistrut or equal. M. For installation of protective shields refer to specification section 231400-3.03. N. Shields for Vertical Copper Pipe Risers: Sheet lead. O. Pipe Rough -In Supports in Walls/Chases: Provide preformed plastic pipe supports, Sioux Chief "Pipe Titan" or equal. 2.02 HANGER RODS A. Galvanized Hanger Rods: Threaded both ends, threaded one end, or continuous threaded. 2.03 INSERTS A. Inserts: Malleable iron case of galvanized steel shell and expander plug for threaded connection with lateral adjustment, top slot for reinforcing rods, lugs for attaching to forms; size inserts to suit threaded hanger rods. 2.04 FLASHING A. Metal Flashing: 20 gage galvanized steel. B. Lead Flashing: 4 lb./sq. ft. sheet lead for waterproofing; 1 lb./sq. ft. sheet lead for soundproofing. C. Caps: Steel, 20 gage minimum; 16 gage at fire resistant elements. D. Coordinate with roofing contractor/architect for type of flashing on metal roofs. 2.05 EQUIPMENT CURBS A. Fabricate curbs of hot dipped galvanized steel unless noted otherwise. 2.06 SLEEVES HANGERS, SUPPORTS AND ANCHORS 25069 - City of Corpus Christi Detention Center 221400-3 7-31-2025 A. Sleeves for Pipes Through Non -fire Rated Floors: Form with 18 gage galvanized steel, tack welded to form a uniform sleeve. B. Sleeves for Pipes Through Non -fire Rated Beams, Walls, Footings, and Potentially Wet Floors: Form with steel pipe, schedule 40. C. Sleeves for Pipes Through Fire Rated and Fire Resistive Floors and Walls, and Fireproofing: Prefabricated fire rated steel sleeves including seals, UL listed. D. Sleeves for Round Ductwork: Form with galvanized steel. E. Sleeves for Rectangular Ductwork: Form with galvanized steel. F. Fire Stopping Insulation: Glass fiber type, non-combustible, U.L. listed. G. Caulk: Paintable 25-year acrylic sealant. H. Pipe Alignment Guides: Factory fabricated, of cast semi -steel or heavy fabricated steel, consisting of bolted, two -section outer cylinder and base with two -section guiding spider that bolts tightly to pipe. Length of guides shall be as recommended by manufacturer to allow indicated travel. 2.07 FABRICATION A. Size sleeves large enough to allow for movement due to expansion and contraction. Provide for continuous insulation wrapping. B. Design hangers without disengagement of supported pipe. C. Design roof supports without roof penetrations, flashing or damage to the roofing material. 2.08 FINISH A. Prime coat exposed steel hangers and supports. Hangers and supports located in crawl spaces, pipe shafts, and suspended ceiling spaces are not considered exposed. PART 3 - EXECUTION 3.01 INSERTS HANGERS, SUPPORTS AND ANCHORS 25069 - City of Corpus Christi Detention Center 221400-4 7-31-2025 A. Provide inserts for suspending hangers from reinforced concrete slabs and sides of reinforced concrete beams. Coordinate with structural engineer for placement of inserts. B. Provide hooked rod to concrete reinforcement section for inserts carrying pipe over 4 inches. C. Where concrete slabs form finished ceiling, provide inserts to be flush with slab surface. D. Where inserts are omitted, drill through concrete slab from below and provide thru-bolt with recessed square steel plate and nut recessed into and grouted flush with slab. Verify with structural engineer prior to start of work. 3.02 PIPE HANGERS AND SUPPORTS A. Support horizontal piping as follows: PIPE SIZE MAX. HANGER SPACING HANGER DIAMETER (Steel Pipe) 1/2 to 1-1/4 inch 7'-0" 3/8" 1-1/2 to 3 inch 10'-0" 3/8" 4 to 6 inch 10'-0" 1/2" 8 to 10 inch 10'-0" 5/8" 12 to 14 inch 10'-0" 3/4" (Copper Pipe) 1/2 to 1-1/4 inch 5'-0" 3/8" 1-1/2 to 2-1/2 inch 8'-0" 3/8" 3 to 4 inch 10'-0" 3/8" 6 to 8 inch 10'-0" 1/2" (Cast Iron) 2 to 3 inch 5'-0" 3/8" HANGERS, SUPPORTS AND ANCHORS 25069 - City of Corpus Christi Detention Center 221400-5 7-31-2025 4 to 6 inch 10'-0" 1/2" 8 to 10 inch 10'-0" 5/8" 12 to 14 inch 10'-0" 3/4" (PVC Pipe) 1-1/2 to 4 inch 4'-0" 3/8" 6 to 8 inch 4'-0" 1/2" 10 and over 4'-0" 5/8" B. Install hangers to provide minimum 1/2 inch space between finished covering and adjacent work. C. Place a hanger within 12 inches of each horizontal elbow and at the vertical horizontal transition. D. Use hangers with 1-1/2 inch minimum vertical adjustment. E. Support horizontal cast iron pipe adjacent to each hub, with 5 feet maximum spacing between hangers. F. Support vertical piping at every floor. Support vertical cast iron pipe at each floor at hub. G. Where several pipes can be installed in parallel and at same elevation, provide multiple or trapeze hangers. H. Support riser piping independently of connected horizontal piping. Install hangers with nut at base and above hanger; tighten upper nut to hanger after final installation adjustments. J. Portable pipe hanger systems shall be installed per manufactures instructions. 3.03 Insulated Piping: Comply with the following installation requirements. A. Clamps: Attach galvanized clamps, including spacers (if any), to piping with clamps projecting through insulation; do not exceed pipe stresses allowed by ASME B31.9. HANGERS, SUPPORTS AND ANCHORS 25069 - City of Corpus Christi Detention Center 221400-6 7-31-2025 B. Saddles: Install galvanized protection saddles MSS Type 39 where insulation without vapor barrier is indicated. Fill interior voids with segments of insulation that match adjoining pipe insulation. C. Shields: Install protective shields MSS Type 40 on cold and chilled water piping that has vapor barrier. Shields shall span an arc of 180 degrees and shall have dimensions in inches not less than the following: NPS LENGTH THICKNESS 1/4 THROUGH 3-1/2 12 0.048 4 12 0.060 5 & 6 18 0.060 8 THROUGH 14 24 0.075 16 THROUGH 24 24 0.105 D. Piping 2" and larger provide galvanized sheet metal shields with calcium silicate at hangers/supports. E. Insert material shall be at least as long as the protective shield. F. Thermal Hanger Shields: Install where indicated, with insulation of same thickness as piping. 3.04 EQUIPMENT BASES AND SUPPORTS A. Provide equipment bases of concrete. B. Provide templates, anchor bolts, and accessories for mounting and anchoring equipment. C. Construct support of steel members. Brace and fasten with flanges bolted to structure. D. Provide rigid anchors for pipes after vibration isolation components are installed. 3.05 FLASHING A. Provide flexible flashing and metal counter flashing where piping and ductwork penetrate weather or waterproofed walls, floors, and roofs. HANGERS, SUPPORTS AND ANCHORS 25069 - City of Corpus Christi Detention Center 221400-7 7-31-2025 B. Flash vent and soil pipes projecting 8 inches minimum above finished roof surface with lead worked one inch minimum into hub, 8 inches minimum clear on sides with 24 x 24 inches sheet size. For pipes through outside walls, turn flanges back into wall and caulk, metal counter flash and seal. C. Flash floor drains in floors with topping over finished areas with lead, 10 inches clear on sides with minimum 36 x 36 inch sheet size. Fasten flashing to drain clamp device. D. Seal floor shower mop sink and all other drains watertight to adjacent materials. E. Provide curbs for mechanical roof installations 8 inches minimum high above roofing surface. Contact architect for all flashing details and roof construction. Seal penetrations watertight. 3.06 SLEEVES A. Set sleeves in position in formwork. Provide reinforcing around sleeves. B. Extend sleeves through floors minimum one inch above finished floor level. Caulk sleeves full depth with fire rated thermfiber and 3M caulking and provide floor plate. C. Where piping or ductwork penetrates floor, ceiling, or wall, close off space between pipe or duct and adjacent work with U.L. listed fire stopping insulation and caulk seal air tight. Provide close fitting metal collar or escutcheon covers at both sides of penetration. D. Fire protection sleeves may be flush with floor of stairways. END OF SECTION 22 14 00 HANGERS, SUPPORTS AND ANCHORS 25069 - City of Corpus Christi Detention Center 221400-8 7-31-2025 SECTION 22 19 00 SYSTEM IDENTIFICATION AND PIPE MARKING PART 1 - GENERAL 1.01 GENERAL REQUIREMENTS A. The requirements of the General Conditions and Supplementary Conditions apply to all work herein. B. The Basic Materials and Methods, Section 220500, are included as a part of this Section as though written in full in this document. 1.02 SCOPE Scope of the Work shall include the furnishing and complete installation of the equipment covered by this Section, with all auxiliaries, ready for owner's use. 1.03 Refer to Architectural Sections for additional requirements. PART 2 - PRODUCTS 2.01 VALVE AND PIPE IDENTIFICATION A. Valves: 1. All valves shall be identified with a 1-1/2" diameter brass disc wired onto the handle. The disc shall be stamped with 1/2" high depressed black filled identifying numbers. These numbers shall be numerically sequenced for all valves on the job. 2. The number and description indicating make, size, model number and service of each valve shall be listed in proper operational sequence, properly typewritten. Three copies to be turned over to Owner at completion. 3. Tags shall be fastened with approved meter seal and 4 ply 0.018 smooth copper wire. Tags and fastenings shall be manufactured by the Seton Name Plate Company or approved equal. SYSTEM IDENTIFICATION AND PIPE MARKING 25069 - City of Corpus Christi Detention Center 221900-1 7-31-2025 4. All valves shall be numbered serially with all valves of any one system and/or trade grouped together. B. Pipe Marking: 1. All interior visible piping located in accessible spaces such as above accessible ceilings, equipment rooms, attic space, under floor spaces, etc., shall be identified with all temperature pipe markers as manufactured by W.H. Brady Company, 431 West Rock Ave., New Haven, Connecticut, or approved equal. 2. All exterior visible piping shall be identified with UV and acid resistant outdoor grade acrylic plastic markers as manufactured by Set Mark distributed by Seton nameplate company. Factory location 20 Thompson Road, Branford, Connecticut, or approved equal. 3. Generally, markers shall be located on each side of each partition, on each side of each tee, on each side of each valve and/or valve group, on each side of each piece of equipment, and, for straight runs, at equally spaced intervals not to exceed 75 feet. In congested area, marks shall be placed on each pipe at the points where it enters and leaves the area and at the point of connection of each piece of equipment and automatic control valve. All markers shall have directional arrows. 4. Markers shall be installed after final painting of all piping and equipment and in such a manner that they are visible from the normal maintenance position. Manufacturer's installation instructions shall be closely followed. 5. Markers shall be colored as indicated below per ANSI/OSHA Standards: SYSTEM COLOR LEGEND Sanitary Sewer Green Vent Sanitary Sewer Domestic Water Green Domestic Water Domestic Hot Water Yellow Domestic Hot Supply Water Supply Domestic Hot Water Yellow Domestic Hot Re -circulating Water Return SYSTEM IDENTIFICATION AND PIPE MARKING 25069 - City of Corpus Christi Detention Center 221900-2 7-31-2025 Fire Protection Automatic Sprinkler C. Pipe Painting: Red Red Fire Protection Fire Sprinkler 1. All piping exposed to view shall be painted as indicated or as directed by the Architect in the field. Confirm all color selections with Architect prior to installation. 2. The entire fire protection piping system shall be painted red. 3. All piping located in mechanical rooms and exterior piping shall be painted as indicated below: System Color Storm Sewer White Sanitary Sewer Waste and Vent Light Gray Domestic Cold Water Dark Blue Domestic Hot Water Supply and Return Orange Compressed Air Green Chilled Water Supply and Return Light Blue PART 3 - EXECUTION 3.01 All labeling equipment shall be installed as per manufacturers printed installation instructions. 3.02 All items required for a complete and proper installation are not necessarily indicated on the plans or in the specifications. Contractor's price shall include all items required as per manufacturers' requirements. SYSTEM IDENTIFICATION AND PIPE MARKING 25069 - City of Corpus Christi Detention Center 221900-3 7-31-2025 3.03 All piping shall be cleaned of rust, dirt, oil and all other contaminants prior to painting. Install primer and a quality latex paint over all surfaces of pipe. END OF SECTION 22 19 00 SYSTEM IDENTIFICATION AND PIPE MARKING 25069 - City of Corpus Christi Detention Center 221900-4 7-31-2025 SECTION 22 26 00 PIPING INSULATION PART 1 - GENERAL 1.01 GENERAL REQUIREMENTS A. The requirements of the General Conditions and Supplementary Conditions apply to all work herein. B. The Basic Materials and Methods, Section 220500, are included as a part of this Section as though written in full in this document. 1.02 SCOPE A. Scope of the Work shall include the furnishing and complete installation of the equipment covered by this Section, with all auxiliaries, ready for owner's use. B. Work specified elsewhere. 1. Painting. 2. Pipe hangers and supports. C. All pipes subject to freezing conditions shall be insulated. 1.03 WARRANTY A. Warrant the Work specified herein for one year against becoming unserviceable or causing an objectionable appearance resulting from either defective or nonconforming materials or workmanship. B. Defects shall include, but not be limited to, the following: 1. Mildewing. 2. Peeling, cracking, and blistering. 3. Condensation on exterior surfaces. PIPING INSULATION 25069 - City of Corpus Christi Detention Center 222600-1 July 31, 2025 1.04 SUBMITTALS A. SHOP DRAWINGS: Indicate size, material, and finish. Show locations and installation procedures. Include details of joints, attachments, and clearances. B. PRODUCT DATA: Submit schedules, charts, literature, and illustrations to indicate the performance, fabrication procedures, project variations, and accessories. 1.05 DELIVERY AND STORAGE A. DELIVERY: Deliver undamaged materials in the manufacturer's unopened containers. Containers shall be clearly labeled with the insulation's flame and smoke ratings. PART 2 - PRODUCTS 2.01 It is the intent of these specifications to secure superior quality workmanship resulting in an absolutely satisfactory installation of insulation from the standpoint of both function and appearance. Particular attention shall be given to valves, fittings, pumps, etc., requiring low temperature insulation to insure full thickness of insulation and proper application of the vapor seal. All flaps of vapor barrier jackets and/or canvas covering must be neatly and securely smoothed and sealed down. 2.02 The type of insulation and its installation shall be in strict accordance with these specifications for each service, and the application technique shall be as recommended by the manufacturer. All insulation types, together with adhesives and finishes shall be submitted and approved prior to installation. 2.03 A sample quantity of each type of insulation and each type application shall be installed and approval secured prior to proceeding with the main body of the work. Condensation caused by improper installation of insulation shall be corrected by Installing Contractor. Any damage caused by condensation shall be made good at no cost to the Owner or Architect/Engineer. 2.04 All insulation shall have composite (insulation, jacket or facing, and adhesive used to adhere the facing or jacket to insulation) fire and smoke hazard as tested by Procedure ASTM E084, NFPA 255 and UL 723 not exceeding: Flame Spread 25 Smoke Developed 50 PIPING INSULATION 25069 - City of Corpus Christi Detention Center 222600-2 July 31, 2025 2.05 Accessories, such as adhesives, mastics and cements shall have the same component ratings as listed above. 2.06 All products or their shipping cartons shall have a label affixed, indicating flame and smoke ratings do not exceed the above requirements. 2.07 APPROVED MANUFACTURERS A. Calcium silicate materials shall be as manufactured by Johns Manville. B. Glass fiber materials shall be as manufactured by Johns Manville or Owens-Corning and shall have the same thermal properties, density, fire rating, vapor barrier, etc., as the types specified herein, subject to review by the Engineer. C. Adhesives shall be as manufactured by Childers, Foster, HB Fuller or Armstrong, and shall have the same adhesive properties, fire rating, vapor seal, etc., as the types specified herein, subject to review by the Engineer. D. Armaflex elastomeric cellular thermal insulation by Armstrong. E. Phenolic foam insulation shall be as manufactured by PolyPhen 2500 Insulation. F. Polyisocyanurate insulation shall be as manufactured by Dow "Trymer 2000 XP". G. Metal jacketing and fitting covers shall be as manufactured by Childers or RPR Products. 2.08 MATERIALS A. For insulation purpose piping is defined as the complete piping system including supplies and returns, pipes, valves, automatic control valve bodies, fittings, flanges, strainers, thermometer well, unions, reducing stations, and orifice assemblies. B. INTERIOR DOMESTIC WATER PIPE: provide fiberglass pipe insulation with all service jackets with self sealing lap joint. C. EXTERIOR DOMESTIC WATER PIPE: Provide elastomeric cellular thermal, or preformed phenolic foam pipe insulation with secured metal jacketing. D. DRAIN BODIES AND DOWN SPOUTS: Insulate all horizontal roof drain down spouts, underside of all roof drain bodies, chilled water waste lines from drinking fountain to junction with main waste stacks, and branch lines including traps and exposed underside of floor drains receiving cooling coil condensate, same as water piping where PIPING INSULATION 25069 - City of Corpus Christi Detention Center 222600-3 July 31, 2025 exposed to building occupant view. When concealed, insulation may be same as specified for external duct wrap. E. CONDENSATE DRAINAGE PIPING: Fire resistant fiberglass insulation; insulation not required when piping is exposed on roof. F. METAL JACKETING: Utilize Childers "Strap -On" jacketing. Provide preformed fitting covers for all elbows and tees. PART 3 - EXECUTION 3.01 All insulation shall be installed in accordance with the manufacturers' recommendations and printed installation instructions, including high density inserts at all hangers and pipe supports to prevent compression of insulation. 3.02 All items required for a complete and proper installation are not necessarily indicated on the plans or in the specifications. Provide all items required as per manufacturers requirements. 3.03 Pipes located outdoors or in crawl spaces shall be insulated same as concealed piping; and in addition shall have a jacket of 0.016 inch thick, smooth aluminum with longitudinal modified Pittsburg Z-Lock seam and 2 inch overlap. Jacketing shall be easily removed and replaced without damage. All butt joints shall be sealed with gray silicone. Galvanized banding is not acceptable. 3.04 All insulated piping located over driveways shall have an aluminum shield permanently banded over insulation to protect it from damage from car antennas. 3.05 WATER PIPE INSULATION INSTALLATION A. The insulation shall be applied to clean, dry pipes with all joints firmly butted together. Where piping is interrupted by fittings, flanges, valves or hangers and at intervals not to exceed 25 feet on straight runs, an isolating seal shall be formed between the vapor barrier jacket and the bare pipe. The seal shall be by the applications of adhesive to the exposed insulation joint faces, carried continuously down to and along 4 inches of pipe and up to and along 2 inches of jacket. B. Pipe fittings and valves shall be insulated with pre -molded or shop fabricated glass fiber covers finished with two brush coats of vapor barrier mastic reinforced with glass fabric. PIPING INSULATION 25069 - City of Corpus Christi Detention Center 222600-4 July 31, 2025 C. All under lap surfaces shall be clean and free of dust, etc. before the SSL is sealed. These laps shall be firmly rubbed to insure a positive seal. A brush coat of vapor retarder shall be applied to all edges of the vapor barrier jacket. 3.06 FIRE RATED INSULATION A. All pipe penetrations through walls and concrete floors shall be fire rated by applying USG Thermafiber in the space between the concrete and the pipe. B. The fire rating shall be additionally sealed by using 3M brand model CP 25 or 303 fire barrier caulk and putty. C. All fire rating material shall be insulated in accordance with manufacturer's printed instructions. PART 4 - SCHEDULES 4.01 LOW TEMPERATURE SURFACES MINIMUM INSULATION THICKNESS BASED ON FIBERGLASS A. Exposed exterior domestic water pipe: 1% inch ****Select B for projects with ALL domestic water pipe insulated SELECT THIS OPTION WHEN PIPES ARE RUN IN EXPOSED CEILINGS TO PROVIDE A UNIFORM LOOK**** ****Select C for projects with ONLY domestic HOT water pipe insulated**** B. Interior domestic cold water pipe: 1 inch C. Interior domestic cold water pipe exposed to freezing temperatures: 1 inch D. Condensate drain lines: 3 inch E. Drains receiving condensate: 1 inch F. Concealed horizontal leader from roof drain: 1A inch blanket wrap Exposed horizontal leader from roof drain: 1 inch thick rigid (phenolic) with all service jackets PIPING INSULATION 25069 - City of Corpus Christi Detention Center 222600-5 July 31, 2025 4.02 HIGH TEMPERATURE SURFACES MINIMUM INSULATION THICKNESS A. Domestic Hot Water and Hot Water Circulating Piping 1 inch END OF SECTION 22 26 00 PIPING INSULATION 25069 - City of Corpus Christi Detention Center 222600-6 July 31, 2025 SECTION 22 4100 PLUMBING, PIPING, AND VALVES PART 1 - GENERAL 1.01 SECTION INCLUDES A. Pipe and pipe fittings. B. Valves. C. Sanitary sewer piping system. D. Storm sewer piping system. E. Domestic water piping system. 1.02 RELATED SECTIONS A. Section 022220 - Excavating. B. Section 022230 - Backfilling. C. Section 022250 - Trenching. D. Section 221400 - Supports and Anchors. E. Section 221900—System Identification and Pipe Marking. F. Section 232420 - Vibration Isolation. G. Section 222600 - Piping Insulation. H. Section 224400 - Plumbing Fixtures. I. Section 224500 - Plumbing Equipment. 1.03 REFERENCES A. ANSI B31.1 - Power Piping. B. ANSI B31.9 - Building Service Piping. PLUMBING, PIPING, AND VALVES 25069 - City of Corpus Christi Detention Center 224100-1 7-31-2025 C. ASME - Boiler and Pressure Vessel Code. D. ASME Sec. 9 - Welding and Brazing Qualifications. E. ASME B16.1 - Cast Iron Pipe Flanges and Flanged Fittings Class 25, 125, 250 and 800. F. ASME B16.3 - Malleable Iron Threaded Fittings. G. ASME B16.4 - Cast Iron Threaded Fittings Class 125 and 250. H. ASME B16.22 - Wrought Copper and Bronze Solder -Joint Pressure Fittings I. ASTM A47 - Ferritic Malleable Iron Castings. J. ASTM A53 - Pipe, Steel, Black and Hot -Dipped Zinc Coated, Welded and Seamless. K. ASTM A74 - Cast Iron Soil Pipe and Fittings. L. ASTM B32 - Solder Metal. M. ASTM B42 - Seamless Copper Pipe. N. ASTM B306 - Copper Drainage Tube (DWV). O. ASTM D1785 - Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedule 40, 80, and 120. P. ASTM D2241 - Poly (Vinyl Chloride) (PVC) Plastic Pipe (SDR-PR). Q. ASTM D2466 - Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 40. R. ASTM D2564 - Solvent Cements for Poly (Vinyl Chloride) (PVC) Plastic Pipe and Fittings. S. ASTM D2729 - Poly (Vinyl Chloride) (PVC) Sewer Pipe and Fittings. T. ASTM D2846 - Chlorinated Polyvinyl Chloride (CPVC) Pipe, Fittings, Solvent Cements and Adhesives for Potable Hot Water Systems. U. ASTM F493 - Solvent Cements for Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe and Fittings. V. AWWA C111- Rubber -Gasket Joints for Ductile Iron and Gray -Iron Pressure Pipe and Fittings. W. AWWA C651 - Disinfecting Water Mains. X. CISPI 301 - Cast Iron Soil Pipe and Fittings for Hubless Cast Iron Sanitary Systems. PLUMBING, PIPING, AND VALVES 25069 - City of Corpus Christi Detention Center 224100-2 7-31-2025 Y. CISPI 310 - Joints for Hubless Cast Iron Sanitary Systems. 1.04 SUBMITTALS A. Submit under provisions of Division 1. B. Product Data: Provide data on pipe materials, Pipe fittings, valves, and accessories. Provide manufacturers catalog information. Indicate valve data and ratings. 1.05 PROJECT RECORD DOCUMENTS A. Submit under provisions of Division 1. B. Record actual locations of valves. 1.06 OPERATION AND MAINTENANCE DATA A. Submit under provisions of Division 1. B. Maintenance Data: Include installation instructions, spare parts lists, exploded assembly views. 1.07 QUALITY ASSURANCE A. Valves: Manufacturer's name and pressure rating cast or marked on valve body. B. Welding Materials and Procedures: Conform to ASME Code and applicable state labor regulations. C. Welders Certification: In accordance with ASME Sec 9. D. Foreign pipe, fittings or valves are unacceptable. E. Piping shall be labeled along entire length indicating size, class, material specification, manufacturers name and country of origin. 1.08 QUALIFICATIONS A. Manufacturer: Company specializing in manufacturing the Products specified in this section with minimum 5 years documented experience and must be a domestic manufacturer. PLUMBING, PIPING, AND VALVES 25069 - City of Corpus Christi Detention Center 224100-3 7-31-2025 B. Installer: Company specializing in performing the work of this section with minimum 5 years documented experience. 1.09 REGULATORY REQUIREMENTS A. Perform Work in accordance with plumbing and building codes having jurisdiction. B. Conform to applicable codes for the provision and installation of all required backflow prevention devices. C. Provide certificate of compliance from authority having jurisdiction indicating approval of installation of backflow prevention devices. D. No PVC pipe or fittings will be allowed for any areas where pipe is to penetrate a fire rated assembly or to be installed in a return air plenum unless the entire length of all such piping is encased within a minimum 2 hour fire rated enclosure. 1.10 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, protect and handle products to site under provisions of Division 1. B. Accept valves on site in shipping containers with labeling in place. Inspect for damage. C. Provide temporary protective coating on cast iron and steel valves. D. Provide temporary end caps and closures on piping and fittings. Maintain in place until installation. E. Protect piping systems from entry of foreign materials by temporary covers, completing sections of the work, and isolating parts of completed system. Tape will not be allowed as an acceptable end cover. 1.11 EXTRA MATERIALS A. Furnish under provisions of Division 1. B. Provide two repacking kits for each size valve. PART 2 - PRODUCTS 2.01 SANITARY SOIL WASTE AND VENT PIPING, BURIED BEYOND 5 FEET OUTSIDE OF BUILDING PLUMBING, PIPING, AND VALVES 25069 - City of Corpus Christi Detention Center 224100-4 7-31-2025 A. Cast Iron Pipe: ASTM A 74 service weight. 1. Fittings: Cast iron, ASTM A 74 drainage pattern. 2. Joints: Hub and spigot, ASTM C 564 neoprene, compression type gaskets. ***OR*** ****** [Note: Use PVC SEWER only on case by case basis, confirm project requirements with project manager] B. PVC Pipe: ASTM D 1785/D 2729 schedule 40; installed per ASTM D 2321. 1. Fittings: PVC, ASTM D 3311/D 2665 drainage pattern, with bell and spigot ends. Furnished by the same manufacturer as pipe or approved equal. 2. Joints: solvent weld with ASTM D 2564 solvent cement, installed per the requirements of ASTM D 2855. ***OR*** C. PVC pipe: ASTM D 3034, SDR 35; installed per ASTM D 2321. 1. Fittings: ASTM F 1336 PVC, drainage pattern, with bell and spigot ends. Furnished by the same manufacturer as pipe or approved equal. 2. Joints: ASTM F 477 or F 913, elastomeric gaskets or solvent weld. 2.02 SANITARY SOIL, WASTE AND VENT PIPING, BURIED WITHIN 5 FEET OF BUILDING, BELOW GRADE A. Cast Iron Pipe: ASTM A 74 service weight. 1. Fittings: Cast iron, ASTM A 74 drainage pattern. 2. Joints: Hub and spigot, ASTM C 564 neoprene, compression type gaskets. ***OR*** [Note: Use PVC SEWER only on case by case basis verify project requirements with project manager] PLUMBING, PIPING, AND VALVES 25069 - City of Corpus Christi Detention Center 224100-5 7-31-2025 B. PVC Pipe: ASTM D 1785/D 2665 schedule 40 1. Fittings: PVC, ASTM D 3311/D 2665 drainage pattern, with bell and spigot ends to be furnished by the same manufacturer as pipe or approved equal. 2. Joints: solvent weld with ASTM D 2564 solvent cement, clear, medium bodied, for sizes 3" and smaller and gray, heavy bodied, for sizes 4" and larger, mating surfaces shall be prepared with ASTM F 656 purple primer immediately prior to cement application. 2.03 SANITARY SOIL, WASTE AND VENT PIPING, WITHIN BUILDING, ABOVE GRADE A. Cast Iron Pipe: ASTM A 74 service weight. 1. Fittings: Cast iron, ASTM A 74 drainage pattern. 2. Joints: Hub and spigot, ASTM C 564 neoprene, compression type gaskets. ***OR*** B. Cast Iron Pipe: ASTM A 888, hubless, service weight. 1. Fittings: Cast iron, ASTM A 888 drainage pattern. 2. Joints: No hub, ASTM C 564 neoprene gaskets and heavy duty four band stainless steel clamps and solid shield assemblies constructed of type 300 series stainless steel. Clamp assemblies shall conform to FM 1680. C. Copper Tubing: ASTM B 306, DWV, sizes 2" and smaller. 1. Fittings: ASME B 16.23 cast bronze, or ASME B16.29, wrought copper. 2. Joints: ASTM B 32, solder, Grade 50B. D. Brass Pipe: ASTM B 43, chrome plated. 1. Fittings: ASME B 16.23 cast bronze, chrome plated. 2. Joints: ASTM B 32, solder, Grade 50B. ***OR*** PLUMBING, PIPING, AND VALVES 25069 - City of Corpus Christi Detention Center 224100-6 7-31-2025 [Note: Use PVC SEWER only on case by case basis verify project requirements with project manager] E. PVC Pipe: ASTM D 1785/D 2665 schedule 40 1. Fittings: PVC, ASTM D 3311/D 2665 drainage pattern, with bell and spigot ends to be furnished by the same manufacturer as pipe or approved equal. 2. Joints: ASTM D 2855, solvent weld with ASTM D 2564 solvent cement. 2.04 DOMESTIC WATER PIPING, BURIED BEYOND 5 FEET OUTSIDE OF BUILDING [SELECT ONE (use D.I. or C900 for projects with size 4" and larger only)] A. Copper Pipe: ASTM B 88, Type K, hard drawn. 1. Fittings: ASME B 16.18, cast bronze, or ASTM B 16.22 wrought copper alloy. 2. Joints: ASTM B 32, solder. B. Ductile Iron Pipe: ANSI/AWWA C151. 1. Fittings: Ductile or gray cast iron, standard thickness. 2. Joints: ANSI/AWWA C111, rubber gasket with 3/4 inch diameter rods. ***OR*** [Note: Use PVC PIPE only on case by case basis confirm project requirements with project manager] ****** C. PVC Pipe: AWWA C900 CLASS 150. 1. Fittings: Ductile or gray cast iron, standard thickness. 2. Joints: ANSI/AWWA C111, rubber gasket with 3/4 inch diameter rods. D. PVC Pipe: ASTM D 1785 schedule 80. 1. Fittings: ASTM D 2467 PVC. 2. Joints: ASTM D 2855, solvent weld with ASTM D 2564 solvent cement. E. PVC Pipe: ASTM D 1785 schedule 40. PLUMBING, PIPING, AND VALVES 25069 - City of Corpus Christi Detention Center 224100-7 7-31-2025 1. Fittings: ASTM D 2466 PVC. 2. Joints: ASTM D 2855, solvent weld with ASTM D 2564 solvent cement. F. PVC Pipe: ASTM D 2241, SDR-26 for not less than 150 psig pressure rating. 1. Fittings: ASTM D 2466 PVC. 2. Joints: ASTM D 2855, solvent weld with ASTM D 2564 solvent cement. 2.05 DOMESTIC WATER PIPE, BURIED WITHIN 5 FEET OF BUILDING, BELOW GRADE A. Copper Tubing: ASTM B88, Type K, soft annealed. Provide for pipe sizes up to and including 2-1/2". 1. Fittings: ASTM B16.22 wrought copper pressure fittings. 2. Joints shall be as follows: a. No joints shall be permitted for pipe sizes 2" and smaller. All such piping must be run continuous below slab on grade and brought up to no less than 12" above the finished floor before any joint is provided. b. For sizes larger than 2", joints between copper pipe and fittings shall be brazed and shall be made in accordance with all the applicable portions of ASTM B828, manufacturer's recommendations, and AWS requirements. Brazing filler metal shall be in accordance with AWS A5.8 and any required flux shall meet AWS A5.31, Type FB3-A or FB3-C. 3. Beginning at no closer than the 5'-0" mark from the building, all piping buried or in contact with concrete shall be provided with one of the following, which shall also extend to a minimum of 6" above the finished floor: a. AWWA C209 cold -applied, integrated primer type, elastomericadhesive, laminate polymeric tape coating, minimum 35 mil nominal thickness, in accordance with manufacturer's installation guidelines. Chase Construction Products Tapecoat H35 or approved equivalent. b. Continuous polyethylene lining, minimum 60 mil nominal thickness. B. Ductile Iron Pipe: Minimum pressure class 150, ANSI/AWWA C151/A21.51. Provide for pipe sizes 3" and larger. 1. Fittings: Standard ductile iron, ANSI/AWWAC110/A21.10. PLUMBING, PIPING, AND VALVES 25069 - City of Corpus Christi Detention Center 224100-8 7-31-2025 2. Joints: Rubber-gasketed and bolted mechanical joints, ANSI/AWWA C111/A21.11. Installation shall be in accordance with ANSI/AWWA C600 and approved pipe lubricant shall be used for optimum gasket sealing and long-term performance. 3. Note: A single fitting may be installed below slab on grade to facilitate underground pipe entry up to above floor from an immediately adjacent exterior building wall. 4. Provide continuous polyethylene encasement for all piping buried or in contact with concrete in accordance with ANSI/AWWA C105/A21.5, beginning at no closer than the 5'-0" mark from the building and to a minimum of 6" above the finished floor. C. Stainless Steel Pre -Fabricated In -Building Riser (acceptable for sizes 2" through 10") 1. Corrosion resistant Type 304 stainless steel construction single, extended 90 degree fitting. 2. UL listed, FM approved and NFPA 24 compliant. 3. Lead free and NSF/ANSI 61 (372) certified. 4. Acceptable manufacturers: a. Ames Fire & Waterworks Series IBR (4" through 10") and IBR2 (2", 2- 1/2", and 3") b. Zurn Wilkins Model WBR (4" through 10") 5. Note: For this application, the inlet joint for larger diameter (4" through 10") piping (which shall not be located below a building slab or foundation) can be rubber gasketed push -on type, ANSI/AWWA C111/A21.11. Installation shall be in accordance with ANSI/AWWA C600. 6. Provide continuous polyethylene encasement for all piping buried or in contact with concrete in accordance with ANSI/AWWA C105/A21.5, beginning at no closer than the 5'-0" mark from the building and to a minimum of 6" above the finished floor. 2.06 DOMESTIC WATER PIPING, WITHIN BUILDING, ABOVE GRADE: A. Copper Tubing: ASTM B 88, Type L, hard drawn. PLUMBING, PIPING, AND VALVES 25069 - City of Corpus Christi Detention Center 224100-9 7-31-2025 1. Fittings: ASME B 16.18, cast bronze, or ASTM B 16.22 wrought copper alloy. 2. Joints between copper pipe and fittings shall be made in accordance with ASTM B828 using ASTM B32 Alloy HB lead-free solder. 3. Fittings and joints for pipe sizes 1/2" through 4" may be mechanical press -connect system joints with ASME B16.51 lead-free copper bodied fittings with integral ethylene -propylene diene monomer rubber (EPDM) sealing gaskets. All fittings, couplings, and adapters shall be the product of a single system manufacturer and only that manufacturer's approved press tools, kits, and jaws shall be used. a. EPDM o-rings shall be pre -installed and lubricated with ANSI/NSF 61 listed lubricant. b. All installers of copper press -connect fittings shall be trained by the fitting manufacturer's appointed representative and carry such credentials for the duration of the project. c. The fitting manufacturer's representative shall conduct periodic inspections of the installation and shall provide written reports of such inspections to the Contractor and Engineer, including any observed deviations from the manufacturer's recommended installation practices. d. Acceptable system manufacturers: Viega, Merit Brass, or pre -approved equal. B. Steel Pipe: ASTM A 53, Schedule 40, galvanized. 1. Fittings: ANSI B 16.3 Malleable iron, 150 Ib. galvanized. 2. Joints: Screwed for sizes less than 4", flanged or mechanical cut grooved couplings for sizes 4" and larger. ***OR*** [Note: Use PVC PIPE only on case by case basis verify project requirements with project manager] C. PVC Pipe: ASTM D 1785 schedule 40. 1. Fittings: ASTM D 2466 PVC. 2. Joints: ASTM D 2855, solvent weld with ASTM D 2564 solvent cement. PLUMBING, PIPING, AND VALVES 25069 - City of Corpus Christi Detention Center 224100-10 7-31-2025 D. PVC Pipe: ASTM D 1785 schedule 80. 1. Fittings: ASTM D 2467 PVC. 2. Joints: ASTM D 2855, solvent weld with ASTM D 2564 solvent cement. E. CPVC Pipe, ASTM D2846, Schedule 40. 1. Fittings: ASTM D2846. F. Cross -linked Polyethylene (PEX) ASTM F877 tubing for hot and cold water distribution systems. Manufactured in accordance with ASTM F876 and ASTM F877 and tested for compliance by an independent third -party agency 1. ASTM F876 cross -linked polyethylene (PEX) tube, ASTM F1807 fittings and ASTM F2159 fittings. 2. Non -barrier type. 3. Shall have a pressure and temperature rating of 160 PSI at 73°F, 100 PSI at 180°F and 80 PSI at 200°F 4. Tubing shall have a minimum of 6 months UV protection. 5. Tubing shall have a 25/50 flame and smoke developed rating as per ASTM E84. 6. Tubing shall have a 25 year warranty. 7. Tubing shall be used with copper manifolds and nipples. 2.07 FLANGES AND UNIONS A. Drainage Applications: 1. Provide approved listed adapter and transition fittings appropriate to the specific pipe transition and in accordance with code requirements. 2. For piping above ground, provide stainless steel shielded, molded elastomeric couplings and adapters meeting ASTM C564 and FM 1680. No -hub couplings shall be heavy duty type with four band stainless steel bands clamps and solid shield assembly constructed of type 300 series stainless steel. 3. For dissimilar piping above ground, provide heavy duty stainless steel shielded, molded elastomeric couplings and adapters meeting ASTM C564 and ASTM C1460. Applies to installations including cast iron to PVC transitions immediately adjacent to building slabs on grade. PLUMBING, PIPING, AND VALVES 25069 - City of Corpus Christi Detention Center 224100-11 7-31-2025 4. For dissimilar underground piping not below building slab, provide shear resistant .012" thick 300 series stainless steel shielded, PVC gasketed flexible couplings and adapters meeting ASTM D5926 and ASTM C1173. For direct -bury applications, provide AWWA C209 cold -applied, integrated primer type, elastomeric adhesive, laminate polymeric tape coating, minimum 35 mil nominal thickness, in accordance with manufacturer's installation guidelines, to completely wrap the shield, banding, and screws. Chase Construction Products Tapecoat H35 or approved equivalent. 5. Acceptable manufacturers: a. Anaco-Husky/Cremco b. Mission Rubber Company LLC c. Fernco, Inc. d. Fernco, Inc. Strong Back RC 1000 Series (underground piping, not below building slab; or readily accessible underground piping transitions in backwater valve pits, etc.) 6. Adapters, couplings, bushings for copper DWV pipe shall be cast bronze or wrought copper, ASME B16.23/B16.29. B. Domestic Water Applications: 1. Provide joints between various materials with approved adapter and transition fittings appropriate to the specific pipe transition and in accordance with code requirements and the manufacturer's instructions. 2. For copper tube and pipe: adapters, bushings, plugs, caps, and couplings shall be wrought copper or cast bronze; flanges (minimum class 150) and unions shall be cast bronze. Provide with solder or threaded connections as necessary and as produced to applicableASMEstandards B16.15, B16.18, B16.22, B16.24, B16.50, B1.20.1. All such appurtenances shall be for use in above ground potable water systems. 3. Above slab transitions for water service entries: a. 100% fusion bonded epoxy coated ASTM A536 cast ductile iron construction coupling with acrylonitrile butadiene rubber (NBR) gaskets and EPDM insulating boot for water service. 5/8 inch high strength stainless steel bolts and nuts. Coupling shall meet AWWA C219. Romac Industries, Inc. IC501 or pre -approved equivalent. PLUMBING, PIPING, AND VALVES 25069 - City of Corpus Christi Detention Center 224100-12 7-31-2025 b. 100% fusion bonded 14 mil epoxy coated coupling with ASTM A536 cast ductile iron rings. Complete with acrylonitrile butadiene rubber (NBR) gaskets and type 304 stainless steel bridge, spacers, nuts, and bolts. Coupling shall meet AWWA C219, NSF 61, and NSF 372. Krausz USA Hymax Grip Coupling Restraint or pre -approved equivalent. 4. Dielectric connections: a. For pipe sizes 2 inch and smaller, provide lead-free dielectric unions, rated to 180 F at 250 psi and compliant to ASSE 1079. b. For pipe sizes larger than 2 inches, provide lead-free dielectric flanged pipe fittings, rated to 180 F at 175 psi and meeting ASME B16.1. c. For grooved copper joining systems, provide grooved end dielectric transition fitting from system manufacturer, with virgin polypropylene internal lining, meeting NSF 61. C. General: 1. Unions for ferrous pipe shall be ASTM B16.39 galvanized malleable iron, threaded, minimum pressure class 150. 2. Plugs and bushings for ferrous pipe shall be ASME B16.14 galvanized malleable iron, threaded. 3. Nipples for ferrous pipe shall be schedule 40, galvanized, ASTM A53 welded steel pipe nipples, threaded, meeting ASTM A733. 4. Couplings for ferrous pipe shall be galvanized steel, threaded, manufactured in accordance with ASTM A865. 5. Flanges for ferrous pipe shall be galvanized forged steel construction, either socket weld or slip-on weld type, minimum pressure class 150, manufactured to ASME B16.5. 6. Bolts, nuts, and gaskets for flanged connections shall be appropriate to the pipe material, fluid type, temperature, and pressure. 1/16" thick pre -formed neoprene, typical. 7. Provide flexible stainless steel connectors at pumps and other such equipment, in accordance with manufacturer's recommendations. Connectors shall have corrugated hose and braided 300 series stainless steel jacketing. Carbon steel PLUMBING, PIPING, AND VALVES 25069 - City of Corpus Christi Detention Center 224100-13 7-31-2025 flanged or grooved ends as appropriate. NSF 372 lead-free for all potable water applications. Metraflex Company or pre -approved equivalent. 2.08 GATE VALVES A. Manufacturers: 1. Nibco No. T-111 up to 2-1/2"; F-617-0 3" and over. 2. Other acceptable manufacturers offering equivalent products. a. Crane No. 428 up to 2-1/2"; 465-1/2 3" and over. b. Stockham No. B-100 up to 2-1/2"; G-623 3" and over. c. Grinnell No. 3010 up to 2-1/2"; 6020A 3" and over. B. Up to and including 2-1/2" Inches: Bronze body, bronze trim, rising stem, handwheel, inside screw, solid wedge threaded ends. C. Over 3" Inches: Iron body, bronze trim, rising stem, handwheel, OS&Y, solid wedge, flanged ends. D. Provide bronze tee or cast iron square nut operator for all valves installed below ground. 1. Valves 2-1/2" and smaller shall be equipped with ASTM B62 solid red bronze tee securely affixed to the valve stem. 2. Valves 3" and larger shall be equipped with a standard 2" square combination nut/socket securely affixed to the valve stem. 3. Provide owner with two extended tee handle operating wrenches for each type of valve head installed. 2.09 BALL VALVES A. Manufacturers: 1. Nibco No. T-585-66-LF (full port) for all sizes up through 2" 2. Nibco No. T-580-66-LF (conventional port) for sizes 2-1/2" and 3" PLUMBING, PIPING, AND VALVES 25069 - City of Corpus Christi Detention Center 224100-14 7-31-2025 3. Valves 4" and larger shall be split body stainless steel construction, 275psi cold working pressure, blow-out proof stem, PTFE seated, type 316 stainless steel trimmed, class 150 full port desing with manual gear operator. Nibco F-515-S6-F- 66-FS 4. Other acceptable manufacturers offering equivalent products. a. Apollo 70LF-140 series (full port) for all sizes up through 2". b. Milwaukee UPBA-400S (full port) for all sizes up through 2". c. Apollo 70LF-140 series (full port) for size 2-1/2" and Apollo 70LF-140 series (standard port) for 3". d. Milwaukee UPBA-100S (standard port) for sizes 2-1/2" and 3". B. Up to and including 2 Inches: Bronze two 600 PSI piece body full port, lead-free, stainless steel ball and stem, Teflon seats and stuffing box ring, lever handle and balancing stops, threaded ends with union. C. Ball valves used for balancing shall have memory stops. 2.10 SWING CHECK VALVES A. Manufacturers: 1. Nibco No. T-413-Y-LF up to 2"; F-918-B-LF 2-1/2" and over. 2. Other acceptable manufacturers offering equivalent products. a. Crane No. 37 up to 2-1/2"; 372 3" and over. b. Stockham No. B-319; up to 2-1/2"; G931 3" and over. c. Grinnell No. 3300 up to 2-1/2"; 6300A 3" and over. B. Up to and including 2-1/2 Inches: Bronze swing disc, screwed ends. C. Over 2-1/2 Inches: Iron body, bronze trim, swing disc, renewable disc and seat, flanged ends. Include outside lever and adjustable weight where required for quiet operation. 2.11 SPRING LOADED (SILENT) CHECK VALVES PLUMBING, PIPING, AND VALVES 25069 - City of Corpus Christi Detention Center 224100-15 7-31-2025 A. Manufacturers: 1. Nibco No. W-910 2. Other acceptable manufacturers offering equivalent products. a. Grinnell No. 402 B. Iron body, bronze trim, stainless steel spring, renewable composition disc, screwed, wafer, or flanged ends. 2.12 SOLDER A. 95.5% tin, 4% copper, 0.5% silver. B. Lead free, antimony free, zinc -free. C. Silvabrite 100, by Engelhard Corporation or approved equal. PART 3 - EXECUTION 3.01 EXAMINATION A. Coordinate and verify excavations under provisions of Division 2. B. Verify that all excavations are to the required grade, dry, and not over -excavated. 3.02 EXCAVATION, BEDDING AND BACKFILL A. This section shall apply for the excavation, bedding, and backfill of all buried piping unless specifically noted otherwise. All work shall be coordinated with any job site subsurface drainage/dewatering and adjusted accordingly. B. Establish elevations of buried piping outside the building to ensure the following: 1. Not less than 2 feet of cover, or not less than maximum depth of frost penetration, whichever is the greater. 2. For water lines intended for fire protection service, the depth of cover shall be: a. Not less than 2'-6" in those locations where frost is not a factor. b. Not less than 1'-0" below the frost line for the locality. PLUMBING, PIPING, AND VALVES 25069 - City of Corpus Christi Detention Center 224100-16 7-31-2025 c. Not less than 3'-0" for piping under driveways. d. Not less than 1'-0" below the bottom of the building foundation/footers. e. In full compliance with the requirements of NFPA 13 and NFPA 24. C. Excavation: 1. Excavate trenches for underground piping to the required depths. 2. The bottom of the trench or excavation shall be cut to a uniform grade. 3. Should rock be encountered, excavate 6 inches below grade, fill with bedding material and tamp to existing density. 4. Coordinate alignment of pipe trenches to avoid obstructions. Ensure that proposed routing of pipe will not interfere with building foundation before any trenching has begun. Should conflicts occur, contact Architect/Engineer before proceeding. 5. Should any sleeves through the building foundation be required, this shall be provided as directed by the structural engineer of record AND in accordance with the prevailing code, but in no case shall the sleeve be any less than two (2) pipe sizes greater than the pipe it serves. D. Bedding and Backfill: 1. Backfill shall not be placed until the piping has been inspected, tested and approved. Complete backfill to the surface of natural ground or to the lines and grades indicated on drawings. Provide 6 inch stabilized sand bed with 4 inch stabilized sand cover around each pipe. Provide select fill up to finished surface or grade, unless indicated otherwise by project geotechnical report or specified otherwise in Division 02. 2. Compacting Backfill: Place material in uniform layers of 8 inches maximum, loose measure and compact to not less than 95% of maximum soil density as determined by ASTM D-698 Standard Proctor. 3. Restoration: Compact backfill, where trenching or excavation is required in improved areas such as pavements, walks and similar areas, to a condition equal to the adjacent undisturbed earth and restore surface of the area to the condition existing prior to trenching or excavating operation. 4. A clay fill "trench plug" extending 3 feet inside the building line and 5 feet outside the building line shall be placed to completely surround utility lines passing beneath the foundation and grade beam. The materials shall consist of on -site soils with a plasticity index (PI) between 20 and 30 percent compacted to at least 95 percent of the Standard Proctor and maximum dry density as determined by ASTM D-698. PLUMBING, PIPING, AND VALVES 25069 - City of Corpus Christi Detention Center 224100-17 7-31-2025 E. Cement Stabilized Sand: 1. Materials: a. Cement shall be Type I Portland cement conforming to ASTM C150. b. Sand shall be clean, durable sand meeting grading requirements for fine aggregates of ASTM C33 and free of organic matter and deleterious substances. c. Water shall be potable and free of oils, acids, alkalis, organic matter, or other deleterious substances, meeting requirements of ASTM C94. 2. Mixture: a. Product shall consist of not less than 1.5 sacks of Portland cement per ton of dry sand. b. Mixture shall contain sufficient water to hydrate the cement and be thoroughly mixed in a pugmill type mixer. F. For water lines (including In -Building Risers) intended for fire protection service, provide joint restraints by way of concrete thrust blocks in accordance with the requirements of NFPA 13 and NFPA 24. G. Aggressive Soil Conditions: Soil shall be considered aggressive and protection of buried metallic piping shall be provided as specified if any of the following situations exist: 1. Conditions are identified as such by the project geotechnical report or project geotechnical engineer. 2. The soil environment is a landfill area, swamp, marsh, polluted river bottom, cinder bed, or has alkaline soils. 3. A score of ten or higher is tallied when applying the soil assessment tool detailed in Appendix A of AWWA C105. An excerpt of this evaluation procedure is provided below for reference but is not intended as a substitute for the complete and latest Standard: Numerical Corrosivity Scale Soil Parameter Assigned Points Resistivity (ohm -cm) <700 10 700 — 1,000 8 1,000 —1,200 5 1,200 —1,500 2 1,500 — 2,000 1 PLUMBING, PIPING, AND VALVES 25069 - City of Corpus Christi Detention Center 224100-18 7-31-2025 >2,000 0 pH 0-2 5 2-4 3 4 — 6.5 0 6.5 — 7.5 0 7.5 — 8.5 0 >8.5 3 Redox Potential (mV) >100 0 50 — 100 3.5 0-50 , 4 <0 5 Sulfides Positive 3.5 Trace 2 Negative 0 Moisture Poor drainage continuously wet 2 Fair drainage generally moist 1 Good drainage generally dry 0 3.03 PREPARATION A. Ream pipe and tube ends. Remove burrs. Bevel plain end ferrous pipe. B. Remove scale, oil and dirt, on inside and outside, before assembly. C. Prepare piping connections to equipment with flanges or unions. D. Install, clean bank sand backfill in trench to a minimum of 6 inches below pipe, and to cover all piping a minimum of 12 inches above pipe. 3.04 INSTALLATION A. Install all materials in accordance with manufacturer's published instructions. PLUMBING, PIPING, AND VALVES 25069 - City of Corpus Christi Detention Center 224100-19 7-31-2025 B. All exposed sewer and water pipe in toilet rooms or other finished areas of the building shall be chromium plated. C. Provide non -conducting dielectric connections wherever jointing dissimilar metals. D. Route piping in orderly manner, parallel and perpendicular to building column grid lines, unless indicated otherwise on drawings, and maintain gradients. E. Install piping to conserve building space and not conflict with other trades or interfere with intended use of space. F. Group piping whenever practical at common elevations. G. Install piping to allow for expansion and contraction without stressing pipe, joints, or connected equipment. H. Provide clearance for installation of insulation and access to valves and fittings. Valves installed beyond reasonable reach shall be provided with chain operator. Provide access doors where valves and operable fittings are not exposed. Access doors shall be of approved types set in locations pre -approved by submittal to the Architect. J. Establish elevations of buried piping outside the building to ensure not less than 2 feet of cover, or maximum depth of frost penetration, which ever is the greater. K. Where pipe support members are welded to structural building framing, scrape, brush clean, and apply one coat of zinc rich primer to welding. L. Provide encasement for and support of utility meters in accordance with requirements of utility companies. M. Gate valves installed below grade shall be covered with an adjustable cast iron roadway box extended to grade. Cover shall be cast iron with 'water' cast on top and set flush to finished paving or 2" above finished earthen grade. Box shall be supported from undisturbed soil or concrete base and shall not introduce any stress to piping under all traffic conditions. N. Prepare pipe, fittings, supports, and accessories not pre -finished, ready for finish painting. O. Excavate in accordance with Division 2. P. Backfill in accordance with Division 2. Q. Install bell and spigot pipe with bell end upstream. PLUMBING, PIPING, AND VALVES 25069 - City of Corpus Christi Detention Center 224100-20 7-31-2025 ** * * R. Maintain uniformity in the installation of piping materials and joining methods. Do not mix materials types. S. Install valves with stems upright or horizontal, not inverted. T. Solder joints shall be wiped clean at each joint, remove excess metal while molten and flux residue when cooled. ** U. No PVC pipe or fittings will be allowed for any areas where pipe is installed in return air plenum unless the entire length of all such piping is encased within a minimum 2 hour fire rated enclosure. [Note: Use PVC Sewer only on case by case basis. Verify project requirements with project manager, delete paragraph "V" & "W" when there is no PVC on project.] V. Installations of thermoplastic piping systems shall be in strict conformity to the manufacturers published instructions. Under ground drainage pipe installations shall be in conformity to ASTM D 2321. W. Installation of solvent cement joints for PVC piping shall be in strict conformity to the requirements outlined in ASTM D 2855. X. Waste nipple from wall to tapped tee shall be schedule 40 threaded galvanized steel pipe or brass or copper with threaded adapter. Y. Provide approved PVC slip by cast iron no hub adaptor at each transition from underground PVC piping to above ground cast iron pipe using standard or wide bodied no hub couplings for as specified elsewhere in this section. Transition shall be made as close as possible to floor for sanitary DWV piping systems and at test tee for storm drainage piping. Support vertical cast iron pipe from floor anchors with using riser clamp and galvanized all thread rod as specified in section 231400. 3.05 APPLICATION A. Install union downstream of all valves at equipment or apparatus connections. B. Install male adapters each side of threaded valves in copper piped system. Sweat solder adapters to tube prior to make-up of threaded connections. PLUMBING, PIPING, AND VALVES 25069 - City of Corpus Christi Detention Center 224100-21 7-31-2025 C. Install gate valves for shut-off and to isolate all equipment items, distinct parts of systems, or vertical risers. D. Each plumbing fixture shall have a shut-off valve on each hot water and cold water supply line. E. Each plumbing water rough -in stub out shall be fitted with a shut off valve. F. Install globe, ball or butterfly valves for throttling, bypass, or balancing (manual flow control) services. G. Ball valves installed in insulated piping shall be fitted with extended lever operators of sufficient length to raise handle above the insulation jacket material. Where valve is used for throttling service valve handle shall be equipped with adjustable memory stop device. H. Provide spring loaded, non -slam, check valves on discharge of water pumps. 3.06 ERECTION TOLERANCES A. All drainage lines in the building shall have 1/4 inch to the foot fall where possible and not less than 1/8 inch to the foot fall toward the main sewer. Pipe must be so laid that the slope will be uniform and continuous. Permission shall be secured from the Architect and Engineer before proceeding with any Work where existing conditions prevent the installation at minimum grade specified. B. Slope all water piping and arrange to drain at low points. Provide loose key operated, polished chrome, sill cock flush to wall where fixture stop will not suffice for this requirement. 3.07 DISINFECTION OF DOMESTIC WATER PIPING SYSTEM A. Prior to starting work, all domestic water systems shall be complete, thoroughly flushed clean and free of all foreign matter or erection residue. B. Ensure PH of water to be treated is between 7.4 and 7.6 by adding alkali (caustic soda or soda ash) or acid (hydrochloric). C. On building side of the main shut off valve, provide a 3/4" connection through which chlorine can be introduced into the water piping PLUMBING, PIPING, AND VALVES 25069 - City of Corpus Christi Detention Center 224100-22 7-31-2025 D. Inject disinfectant, free chlorine in liquid, powder, tablet or gas form, in sufficient quantity to obtain 50 to 80 mg/L residual free chlorine solution throughout the entire domestic water piping systems. E. Bleed water from outlets as required to ensure complete distribution and test for disinfectant residual at a minimum 15 percent of total outlets. F. Maintain disinfectant in system for 24 hours. G. If final disinfectant residual tests less than 25 mg/L, repeat treatment. H. Flush disinfectant from system until residual equal to that of incoming water or 1.0 mg/L. I. Take samples no sooner than 24 hours after flushing, from 5 percent of outlets and from water entry, and analyze in accordance with AWWA C651. 3.08 SERVICE CONNECTIONS A. Provide new sanitary and storm sewer services connecting to existing building services or utility lines as shown on the drawings. B. Before commencing work, field verify invert elevations required for sewer connections, confirm inverts and ensure that these can be properly connected with slope for drainage and cover as required. C. Provide new domestic water service connecting to existing building services or utility lines as shown on plans. Assure connections are in compliance with requirements of the jurisdiction having authority. D. Extension of services to the building shall be fabricated from the same materials as the utility service lines or those materials specified herein. E. Should points of connection vary from those indicated on the drawings contractor shall properly allow for this in the actual connections field fabricated. 3.09 RODDING SEWERS A. All sanitary soil and waste lines, both in the building and out, shall be rodded out after completion of the installation. B. This Work shall be done, as part of the contract, to make certain that all lines are clear, and any obstruction that may be discovered shall be removed immediately. Rodding shall be accomplished by utilizing a rotary cutter, which shall be full size of pipe being cleaned. PLUMBING, PIPING, AND VALVES 25069 - City of Corpus Christi Detention Center 224100-23 7-31-2025 3.10 TESTING OF PLUMBING PIPING SYSTEMS A. During the progress of the work and upon completion, tests shall be made as specified herein and as required by Authorities Having Jurisdiction, including Inspectors, Owner or Architect. The Architect or duly authorized Construction Inspector shall be notified in writing at least 2 working days prior to each test or other Specification requirement which requires action on the part of the Construction Inspector. B. Tests shall be conducted as part of this work and shall include all necessary instruments, equipment, apparatus, and service as required to perform the tests with qualified personnel. Submit proposed test procedures, recording forms, and test equipment for approval prior to the execution of testing. C. Tests shall be performed before piping of various systems have been covered or furred -in. For insulated piping systems testing shall be accomplished prior to the application of insulation. D. All piping systems shall be tested with water and proved absolutely tight for a period of not less than 24 hours. Tests shall be witnessed by the Architect or an authorized representative and pronounced satisfactory before pressure is removed or any water drawn off. E. Leaks, damage or defects discovered or resulting from test shall be repaired or replaced to a like new condition. Leaking pipe joints, or defective pipe, shall be removed and replaced with acceptable materials. Test shall be repeated after repairs are completed and shall continue until such time as the entire test period expires without the discovery of any leaks. F. Wherever conditions permit, each piping system shall thereafter be subjected to its normal operating pressure and temperature for a period of no less than five 5 days. During that period, it shall be kept under the most careful observation. The piping systems must demonstrate the propriety of their installation by remaining absolutely tight during this period. G. Domestic Water: 1. Provide hydrostatic pressure test at one and one half times the normal working pressure or 125 psig, which ever is the greater, for 24 hours. H. Sanitary Soil, Waste and Vents and Storm Sewer: 1. After the rough -in soil, waste and vent and other parts of the sanitary sewer including branch laterals have been set from the lowest level, at point of connection to existing utility lines, to above the floor line, all outlets shall be PLUMBING, PIPING, AND VALVES 25069 - City of Corpus Christi Detention Center 224100-24 7-31-2025 temporarily plugged or capped, except as are required for testing as described herein. Ground work shall not permit the backfill of trenches to cover any joints until the completion of testing. Back fill shall be limited to mid sections of full joints of piping only. For pipe in ground the piping shall be readied as described herein and filled with water to a verifiable and visible level to 10' above the lowest portions of the system being tested. 2. On multi -level buildings only one floor level shall be tested at a time. Each floor shall be tested from a level below the structure of the floor, or the outlet of the building in the case of the lowest level, to a level of 12 inches above the floor immediately above the floor being tested, or the top of the highest vent in the case of the highest building level. The pipes for the level being tested shall be filled with water to a verifiable and visible level as described above and be allowed to remain so for 24 hours. If after 24 hours the level of the water has been lowered by leakage, the leaks must be found and stopped, and the water level shall again be raised to the level described, and the test repeated until, after a 24 hour retention period, there shall be no perceptible lowering of the water level in the system being tested. 3. Should the completion of these tests leave any reasonable question or doubt of the integrity of the installation, additional tests including peppermint smoke, or other measures shall be performed to demonstrate the reliability of these systems to the complete satisfaction of the Owner's duly authorized representative. Such tests shall be conducted and completed before any joints in plumbing are concealed or made inaccessible. 3.11 COMPLETE FUNCTIONING OF WORK A. All work fairly implied as essential to the complete functioning of the systems shown on the Drawings and Specification shall be completed as part of the work of this Division unless specifically stated otherwise. It is the intention of the Drawings and Specification to establish the type and function of systems but not to set forth each item essential to the functioning of any system. In case of doubt as to the work intended or in the event of amplification or clarification thereof, the Contractor shall call upon the Architect for Supplementary Instructions and Drawings, etc. END OF SECTION 22 4100 PLUMBING, PIPING, AND VALVES 25069 - City of Corpus Christi Detention Center 224100-25 7-31-2025 SECTION 22 4110 NATURAL GAS PIPING SYSTEMS PART 1 - GENERAL 1.01 GENERAL REQUIREMENTS A. The requirements of the General Conditions and Supplementary Conditions apply to all work herein. B. The Basic Materials and Methods, Section 220500, are included as a part of this Section as though written in full in this document. 1.02 SCOPE A. Scope of the Work shall include the furnishing, complete installation and testing of the gas piping system, with all metering, valves, piping and auxiliaries, ready for owner's use. B. Coordinate with the gas company and pay all fees and permits required for a complete and operating gas service to the project. PART 2 - PRODUCTS 2.01 All gas piping above ground shall be Schedule 40 black steel as manufactured by National Tube, Republic, Youngstown, or approved equal domestic manufacturer. 2.02 All gas piping larger than 2" shall be of welded construction. Screwed fittings will only be permitted for size 2" and smaller. Unions and valves will not be permitted above furred ceiling areas or in walls or chases. 2.03 All pipe fittings shall be of materials as follows: 1. All welding fittings shall be factory -made and shall be full line size, for each tee, branch, elbow, etc., with reducers after fittings, if required. 2. All screwed fittings shall be Crane, or approved equal, Class 150 malleable iron. Screw joints shall be made up with graphite and oil or Teflon tape. Screwed threads shall be in accordance with American Pipe Thread Standards. 3. All piping and fittings shall be from a domestic manufacturer. NATURAL GAS PIPING SYSTEMS 25069 - City of Corpus Christi Detention Center 224110-1 July 31, 2025 2.04 All underground gas piping with 5 pound working pressure or less shall be as follows: A. The pipe shall be yellow polyethylene with socket heat fusion joints and fittings. Pipe sizes 1-1/2" and 2" shall be SDR 11, (PE 2406) and pipe sizes 3" and 4" shall be SDR 11.5 (PE 2406). B. All socket heat fusion fittings shall be D.O.T. approved and meet ASTM D-2513 and ANSI B31.8 codes. C. All gas valves shall be polyethylene ball type, doubled union, rated for natural gas use. All valves shall be placed in a cast-iron valve box of an adequate size for accessibility and maintenance. 4. All transition meter risers shall be D.O.T. approved anode -less service type, fusion coupled and PE 2406 rated. E. The contractor shall take thermal expansion under consideration during installation. The contractor shall follow all requirements set by the manufacturer to protect the system from damage due to thermal expansion. F. The contractor shall provide detector tape approximately 12" above all gas piping. G. Wrap pipe with 18 gauge minimum copper tracer wire. 2.05 Gas piping installed in unventilated spaces shall be routed in properly vented continuous sleeve where required by the building code. 2.06 Gas valves shall be U.L. listed as follows: A. Ball Valves: Nibco T585-70-UL for %" to 1" and T580-70-UL for 1-%" to 3". B. Plug Valves: DeZurick Series 425 or 435 Eccentric valves with RS 49 plug seals. 2.07 Gas pressure regulators shall be capable of reducing 75 psi pressure gas to 0.5 psi gas at capacities required by Gas Demand. Install per A.G.A. Bulletin 90. Regulators shall be as manufactured by Rockwell, Fisher -Governor or approved equal. 2.08 All gas regulators located inside the building shall be vented to atmosphere with schedule 40 black steel pipe. This includes all regulators provided with mechanical and plumbing equipment and all other regulators provided under this contract. Vent piping shall be the full size of regulatory port opening, or as recommended by regulator manufacturer, and shall run independent of any other regulator vent through to point of termination. NATURAL GAS PIPING SYSTEMS 25069 - City of Corpus Christi Detention Center 224110-2 July 31, 2025 PART 3 - EXECUTION 3.01 All piping shall be installed in accordance with the manufacturer's recommendations and printed installation instructions. 3.02 All items required for a complete and proper installation are not necessarily indicated on the plans or in the specifications. Provide all items required as per manufacturer's requirements. 3.03 All underground gas piping shall be laid on 6" of wet compact banksand approximately 24" below grade. Backfill trench with wet compacted banksand to 6" above pipe. The remainder of backfill shall be selected backfill and shall meet all compaction requirements set forth by the general trenching and backfill requirements. 3.04 Provide lever handle gas valve, drip leg and union to each piece of equipment and where indicated. 3.05 All gas lines entering building shall be valved on the exterior of the building above grade. PART 4 - TESTING 4.01 TESTING OF GAS PIPING SYSTEMS A. All gas system testing shall be in compliance with local codes or as required in NFPA 54 National Fuel Gas Code whichever is the more stringent requirement. B. All work shall be performed by a Journeyman Plumber holding current State and local licenses. C. All tests shall be accomplished during normal working hours and after having given due notification to building owner, construction manager or designee, of tests to be performed. All tests shall be performed in the presence of and witnessed by the building owners representative or designee D. All gas system piping shall be subjected to a pneumatic test pressure of 60 psig for not less than 2 hours upon completion of all rough -in work and prior to covering. While the systems are subjected to this air pressure test, all joints shall have a soapy water solution applied and shall be observed for leaks. During test period there shall be no perceptible drop in test gage pressure E. A final test shall be performed after all portions of the piping system are completely installed and covered. The entire system shall be tested, with all system outlets plugged or capped, before any equipment or appliances are connected to the piping. NATURAL GAS PIPING SYSTEMS 25069 - City of Corpus Christi Detention Center 224110-3 July 31, 2025 1. Final test shall be with mercury, measured with a manometer or slope gage. Test pressures shall in no case be less than one and one half times the normal operating pressure or as listed below; which ever is the greater: a. 10.5 inches mercury (5 psig) for 4 ounce system. b. 21.0 inches mercury (10 psig) for 8 ounce system. 2. Tests shall be for a period of not less than 30 minutes and shall prove absolutely tight, showing no perceptible drop, for the entire test period. F. Purge air from test piping before connecting equipment or appliances. Purge air to outdoors or to ventilated space of sufficient volume to prevent accumulation of flammable mixtures. END OF SECTION 22 41 10 NATURAL GAS PIPING SYSTEMS 25069 - City of Corpus Christi Detention Center 224110-4 July 31, 2025 SECTION 22 43 00 PLUMBING SPECIALTIES PART 1 - GENERAL 1.01 WORK INCLUDED A. Floor drains. B. Cleanouts. C. Backflow preventers. D. Water hammer arrestors. E. Thermostatic mixing valves. F. Hose bibbs hydrants. 1.02 RELATED WORK A. Section 221400 - Supports and Anchors. B. Section 224100 - Plumbing Piping. C. Section 224400 - Plumbing Fixtures. 1.03 REFERENCES A. ANSI/ASSE 1012 - Backflow Preventers with Immediate Atmospheric Vent. B. ANSI/ASSE 1011 - Hose Connection Vacuum Breakers. C. ANSI/ASSE 1013 - Backflow Preventers, Reduced Pressure Principle. D. ANSI/ASSE 1019 - Wall Hydrants, Frost Proof Automatic Draining Anti-Backflow Types. E. ANSI A112.21.1 - Floor Drains. F. ANSI A112.26.1 - Water Hammer Arresters. G. PDI WH-201 Water Hammer Arresters PLUMBING SPECIALTIES 25069 - City of Corpus Christi Detention Center 224300-1 July 31, 2025 H. AWWA C506 - Backflow Prevention Devices - Reduced Pressure Principle and Double Check Valve Types. 1.04 QUALITY ASSURANCE A. Manufacturer: For each product specified, provide components by same manufacturer throughout. 1.05 SUBMITTALS A. Submit under provisions of Division 1. B. Submit product data under provisions of Division 1. C. Include component sizes, rough -in requirements, service sizes, and finishes. D. Manufacturer's Installation Instructions: Indicate assembly and support requirements. 1.06 PROJECT RECORD DOCUMENTS A. Submit under provisions of Division 1. B. Record actual locations of equipment, cleanouts, and backflow preventers. 1.07 OPERATION AND MAINTENANCE DATA A. Submit under provisions of Division 1. B. Operation Data: Indicate frequency of treatment required for interceptors. C. Maintenance Data: Include installation instructions, spare parts lists, exploded assembly views. 1.08 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, protect and handle products to site under provisions of Division 1. B. Accept specialties on site in original factory packaging. Inspect for damage. PLUMBING SPECIALTIES 25069 - City of Corpus Christi Detention Center 224300-2 July 31, 2025 1.09 EXTRA MATERIALS A. Furnish under provisions of Division 1. B. Provide two loose keys for hose bibbs and spare hose end vacuum breakers. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS - FLOOR DRAINS A. Zurn B. Watts C. Jay R. Smith D. MiFab E. Substitutions: Under provisions of Division One. F. Floor Drains 1. Lacquered cast iron floor drain with anchor flange, standard satin finish nickel bronze strainer with vandal proof stainless steel alien key screws. Provide floor drains with trap guard insert. G. Shower Drains 1. Galvanized cast iron floor drain body with anchor flange, membrane clamp, stainless steel strainer with vandal proof stainless steel alien key screws. 2.02 ACCEPTABLE MANUFACTURERS - OIL INTERCEPTORS A. Park USA B. Comal Concrete C. Substitutions: Under provisions of Division 1. D. Oil Interceptors 1. Construction: Precast concrete for in ground applications and non-skid stainless steel cover with gasket and securing handle. PLUMBING SPECIALTIES 25069 - City of Corpus Christi Detention Center 224300-3 July 31, 2025 25069 - City of Corpus Christi Detention Center SZOZ 'LE Alnf S3I11VID3dS 9NI8Wf11d b-00EtZZ 2 SINVUGAH/S9919 3SOH P 2 Substitutions: Under provisions of Division 1. CA \ ¥ -s 0 0 ]• 7 k ACCEPTABLE MANUFACTURERS - HOSE BIBBS/HYDRANTS •sJlapeal J1aleMuleJ1 IeDp.Jlan uo slnoueap K Interior Unfinished Accessible Areas: Calked or threaded type. Provide bolted stack Mans aU!gJeW L1l!M P P p 0 P W 5 M 0 ƒ 7 / 0 _.73 in / s \ 2 e / 2 0 X } $ \ \ k \ / \ \ \ H. \ & ) ® \ n ' \ \ ƒ cD CL / / ƒ \ / / CL / ) R \ / ƒ t \ m & /rD , / / z / = \ - $ 0 \ a> n 2 a% 0) n = _ > n 0, vl \ \ ® C cn ) k _4 \ E. / eL E in / cu \ =n ® w 3 _ / 7 e / \ / in 0 § \ \ § §. _ \ j. 0- e \ • g 2. ncn s 2 E / 0 / \ n - / 2 . = a / rD 0 5. \ -' NJ NJ vi J \ \ £ /rD ®•/ 0 § ® \ n n k ° ) G § 2 \ _• n \ cn ) ƒ ) / / cn 0 q\ k 0 7 § 0_ CL 0) ) a) J a) k ± _ C 0- / _ ± f ± \ 0 2 0 @ / ¥ § / 2 3 = _ _ \ CL a r s s e 1 'T \ B S1flONV31D - 521321l1DV3fNVW 318V1d3DDV I 25069 - City of Corpus Christi Detention Center SZOZ 'LE Alnf S3I11VID3dS 9NISINf11d S-00EtZZ 2 P p SUI31N]A] Id MOIdNJV9 Substitutions: Under provisions of Division 1. 0i co > \ 2 $ 0 ƒ ACCEPTABLE MANUFACTURERS - BACKFLOW PREVENTERS 'aanoa Ou!ys!u!j u! Plastic preformed rough -in box with quarter turn brass ball valve, slip :aanoa Su!ys!u!J u! d!Is 'alseM 1a!1J •slanpoad lualen!nba Su!aallo sa :saaanlaejnueAI 0 XO8 3A1VA 03SS3D321 W » M 0 � / .. 2 V) m \ . 0 ] co co ± / / § ) \ / 0 $ / 3 a 'aa�Ieaaq wnnaen / / % / 7 \ \ 0 �. q / \ 0 \ / \ 0 ± n a j 0 / $ / rD 0 ' 4 § x 0 / o > / z - 7 _ ) / $ \ 0_ m m e_ . \ 0_ 7 K Cu 7 ƒ g ] o- / o a = ± 22 a) < e 0_ (-CD 7 3. 2 g e' ± § cm 7 0 z / . ( q \ CL m ] CO 0 / a \ / ƒ / 0 f % 0 2 / E 0 Q $ \ (0 0) / 25069 - City of Corpus Christi Detention Center SZOZ 'LE Alnf S3I11VID3dS 9NI8Wf11d 9-00EtZZ 5. § / / / / / (D 7 3 } 0 \ g 0 \ 3 \ \ ] 3 3 / ] ro . ,-raj m5. \ -o / 0 f 3 0 / Provide thermostatic mixing valve, with check valve, volume control shut-off valve 2 P pcci sanleA gu!x1W JllelsowJayl Substitutions: Under provisions of Division 1. 0 / / \ .< § B ACCEPTABLE MANUFACTURERS - THERMOSTATIC MIXING VALVES 2!sd OSZ wnwlxew \ / _ \ R \ ] \ / / ) 5' / § § 0 ƒ / § / 3 §. §0 0 G / / CIO 9 / � 7 \ _ E(713 41. C o_\ CIO ± / cr 0_/ S21O1S3112V VsJWVH 2J31VM P p Substitutions: Under provisions of Division 1. CO NJ g \ J �ai4D xno1S 2 S21OIS3UUV U3 W WCH HUM - SH3Hfl1DV3f NVW 318V1d3DDV check valves with intermediate atmospheric vent; » M valves, strainer, and four test cocks; 25069 - City of Corpus Christi Detention Center SZOZ `T£ Alnf S3111VID3dS 9NISINflld L-00£tZZ 00 £ti ZZ NOIID3S 3O cN3 P n Pipe relief from back flow preventer to nearest drain. Encase exterior cleanouts in concrete flush with grade. CD 3 mixture of graphite and linseed oil. Ensure clearance at cleanout for rodding of drainage CO Extend cleanouts to finished floor or wall surface. Lubricate threaded cleanout plugs with W O NOI1YD11ddd 4NV NOI1 '11VISNI 0 O 0 v r) rrt-r 7' DG O 2 OO 0 1 O 0 v O_ 0 O 0 r) 0 r) r-r O r-r O 1 rD rD rD 0 v O N 0 rD Q NOIld21Vd321d NOIlf1D3X3 - E lHVd 25069 - City of Corpus Christi Detention Center SZOZ-T£-L S321l1X13 9NI8Wf11d 1 - 0017b ZZ •uop.eJado As!oN 00 Defects shall include, but not be limited to, the following: D A1NV21H1VM W N I� •gullsal swelsAs gulgwnld •sgullll3 pue'sanlen adld •swelsAs 2uldid 00 :1113HM]S13 G1IdI33dS>21OM N I� co C7 O •slnoueap pue suleaa •saanlx!J Sulgwnld D WORK INCLUDED: Include the following Work in addition to items normally part of this by this Section, with all auxiliaries, ready for owner's use. Scope of the Work shall include the furnishing and complete installation of the equipment covered though written in full in this document. CO The Basic Materials and Methods, Section 220500, are included as a part of this Section as uiaaay 1.10M The requirements of the General Conditions and Supplementary Conditions apply to all F- C S1N3 W321If1.0321 1V213N3D 1`d213N3D - 1: 111Vd N N 0 0 S3bl1Xid 9NI8Wflld 25069 - City of Corpus Christi Detention Center SZOZ-T£-L S321l1X13 9NI8Wf11d Z-001btZZ G1 m Z m r O Q rD 3 O- 5 ((DD v 0 (D n (D Q 0 Q fl) 00 (D v O (D (D D :S321f11XI3 DNI9lNf11d S1VIU31VW SJ3fl4Oad - Z 121Vd 03 D Verify that field measurements are as indicated on shop drawings. 0 SIN3W321f1SV3W O1313 n STORAGE: Store materials in a clean, dry location, protected from weather and abuse. project site. Coordinate delivery with the scheduled time of installation. W TIMING AND COORDINATION: Deliver materials to allow for minimum storage time at the •s.aauleluoa DELIVERY: Deliver clearly labeled, undamaged materials in the manufacturers' unopened 0 39V21OIS GNV AMA113a n (NV NOLLV213d0 :SNOI1Df1N1SNI 3DNVNILNIVW paluud-aad ap!Aoad performance, fabrication procedures, product variations, and accessories. CO procedures. Include details of joints, attachments, and clearances. SHOP DRAWINGS: Indicate size, material, and -F, uollellelsui pue suo1leaol moy5 0 S1V111 W8f1S W N •JaleM 4o aSe)1eal yslu!� �o uo1leaolaalap algeaa1loN 25069 - City of Corpus Christi Detention Center SZOZ-T£-L S321l1X13 9N I8 W flld £-00btZZ W N I� TABLE MANUFACTURERS: Zurn J. R. Smith, Josam and Watts. Provide cleanouts as shown on Drawings and as required by the city Co :S1flONtl]1J TRAPS, STOPS AND RISERS: Heavy pattern as manufactured by McGuire, Chicago or •slleM ao wesof'L1 !WS X c frD to Q to O rt- CM) (D v 5 UCI C fz to 3 -h c Q is N v 0_ .(-r (D (D -h v 3 CD CT a) (D ao (Jq to O -h 0 0 Q v r+ 3 N v iz (D 0_ W N 0' n — v C = r+ Q D cn v 70 Q n .i < D S (D 70 7 70 rr c m N v JD Q • v n cm D 0 v Z * CTfn to D- D- Lil O C n C1 m D c D N (3 Dn N N N 3 o rn v F, C O v O rt v C' 0 .(-r O 0_v S S v (D -< ai N .-+ N O v rt D- R. 3 - CD -h X rt v N r+ (D 5. S N ,--r Q (D o CD ao eL to v v 3 rt - c v Emergency Fixtures: Bradley, Chicago, Haws, Speakman and Encon Floor drains and roof drains: Zurn, J.R. Smith, Josam and Watts. Drinking fountains: Halsey Taylor, Elkay, Haws, Acorn Aqua. Flush Valves: Sloan "Royal", Zurn "AquaVantage" S CO 7' CD 0_ Shower Systems: Bradley, Acorn, Willoughby Shower valves: Leonard, Powers, Symmons, Chicago Faucets: Moen Commercial, Speakman Faucets: Chicago, T&S Brass, Zurn, Sloan Faucets: American Standard, Kohler, Eljer, lel� 'swelll!M-uaalS :s)uls doiAl Stainless steel sinks: Elkay, Just and Moen. to 0.) : rr Q (D v -3 Q 0 o (D . m 5 v flJ 0 fD (n CT v r* S is v Q to S O fD 3 (D L b0 - +- in in a) LA Ln O a) _ LA CT Ln > = 4-1 O � LO C mS i E Q L � v� O O a) ru Q x Q •� V) +' O co U O + 4-1H x O N Ln o -0 N O n YC c-I Ca-+ V) o a) o x o 'o +) _0 a) N +1 � m > v p00 > 0 4� C oo NN rY' p c) a) ro L m > bA 'in +1 ro > bA C U O -1 i OL E L L 3 + _ (6 = -O = ai a) N O � n — V) — _ = 7 ; d +� L +-� > C +� � C •v) r6 +� •O � �n � O •V, j °u ra a) ++ 7 X L _ p_ 'in U N Q O N � o N 0 a) + u v U a) v V ° V) �n u _ � v 0 N a) ro O u Luo —_ O O (6 O N M cn (LE ro U r6 >, u 7 a--+ �_ J = n Q 0 p N v !n `M Q m l36 Q 4--� co O w _ ._ p Q V) _ p U 7 = Ln L v U > O � -0 41 ro = c) n O O c0) = r6 — U E N Q CC —a1 L cn (13 N 4D O -O U O � t 40 O � O u U � -0 Ln O t -O ra O +' x C L O = (6 = L L = C In •� a N w u O - ° C r0 a) � a) c) w 0 O O L a1 = Ln > _ L bA Z z ' +' rev >° + c N u u N Q C Ln a) O x 7 b0 a) m N U- o > C +- J Q) w O _ L bn V w Q t Q v n ++O = r Q = 'Jv O = N = x Vu)O L Q) 'O Q V L � 7 Q Z cu a) +' 0 N bA 'O a) U L 0 Ln w O a1 =Ln 4-1 > L u —ro a) L L L o >� z > J ra E c o = o �, 0 E g an O N a " a > v w w ro O Q a) r0 ra ° Z = +' E Q � u a _ = E J U ?� Ln a) a) u O .O +' ro � = ra (U L C r0 0 z N N O t � >O u u u U cu O O Q Q N = ° _ w L — — LL = cam) a) O a _Q a) _ 11 coN OC r�6 d Q Q +•+ vi � a) a1 O p v E Ln = Q a) > +J u L + O a) 3 C a) 7 to u a1 Z i L o 'n '� 4 _Q' -0 O v 'tO > Oo a) Q a +,O v a) a) _ a ro J a) Q ro w O X_ +J E a) -C G +� = 4A O t Z N U `- u E ba a) O a) +' u z a� z = +-+ = E _ -a in z 0 ro a) Ln 0 M t atea O LO — — bA > > W N a CL w t a Q C L - C ° 0 o w a Q a: 0 X W (A U +> ? 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E / 4 $ g � E \ / / .§ / > 4- k ) J D ® LA Fa Zu £ ƒ \ / \ 2 0 _ = m -0 E CL / g / u 2 \ u § E 2 / } > \ \ ( � C / \ / \ ƒ n k \ \ \ u G } s B / / \ f } -0 \ / k ± 5 0 $ e % _\ = m 00 0 § CL $ § Q) [ 2 1 2 " \ \ ' o # % o t \ ® a \ 3 = ) /2 . • / _ ® § / ( / 4 ƒ _ \ L 'E u z = . ro LU � } / k / E m = # < } G c » 5 £ \ ° _ .E / / a / g a O 2LU # . k ° -D ƒ $ u •© 2 E ® m k f / § m E \ _ .c m e E m z e 5 n g k 5 u y m e E o $ m s u = \ e u E 2 § _ ^ o o 2 • m \ / ® •• u 3 \ u \ / 4-1§ 3 / : / \ � \ [ a u \ / e 3 J \ L / 2 e = 7 •- / •- .[ aJ \ { g t « / e a E \ E r E / z g k R / \ ( \ § $ \ E k w kLU \ c 5; I \ u 2 & 2 » S R a d 6 E o a 2 / � § , 13 k q q i / a N N a C4 Ln k ' j / / < n @ k < E N 8 a % a) < % q ± q @ 0 § \ 4 § E 2 ° 4 °5 3 \ § / M 2 f 2 / 2 f u \ § ° \ m \ $bjD \ � / k / / \ u \ \ � ® a e % a 2 \ 3 \ $ ./ U � ƒ \ / k /ro • / / ' co \ / 3 \ \ _ \ 2 2 = 3 m = 6 ° Q e » _ 4- 0 E / E 3 e E $ S G 2 E o 0 m u u = m % y / ƒ / cu ( $ \ \ \ 7 � E 2 ƒ f \ 1 u 2 75 \ 4-1 / 9 — / b _ _ 0 5 s 2 ' ® _ _ / / � / m ° g \ % m ° ) } \ 3 % 2 e E « q / / @ E \ _ p /{ 2 e ƒ § 'bD n 5 g 2 n ® _ / / m / 2 — s � \ ( \ / \ \ a § § 2 / 2 § / 2 � / \ § \ < / 3 f \ \ A / .. j LU a q \ = o « § ' 7 ' q — ƒ = B > = s t S = e E 2 \ e co / § 3 . } � / \ / J co <2 & u e l = a) 3 LLI / / 2 = ( u % y \ a 3 � o _ § � u u \ < k R u / / / $ \ 2 z / % g o \ ¥ -0rq 4 -0 \ / � \ E7 / % = a / ( > / � 2 � 0 u # ° L s � > o £ R .e ® e y • o � / > % \ � / . \ ƒ 2 \ E \ \ 4-1 ® E 401 / u § § / u \ _ \ _ \ _ _ _ $ _ § _ \ : \ E § / = g 0 / Ln E � \ 2 \ p E = o f E \ \ \ m / § 2 / C \ cu § \ \ E & m E g m = 5 ) u = � 8 zs \ / m t = \ � _\ 3 / / / / \ ) m a)u E -0 e - / G = § : m \ E 2 e f 2 a = = m g 5 = = � \ & o ± Ln _ 0 2 = 2 \ § / \ / ' OD_0 c / E ) 3 / E E \ § 7 m a t 2 5 = u Ln Lm E = u e \ = o m ® 4-1 / E E E > 5 � C / 2 3 ° > _ r % J > y / > k / 41 � / � / \ � & 2 \ $ ° 5 CL u o ° E e \ n s -3 > \ 2 E m = k [ u / M x 2 .� \ u = G E ± g / / » / \ \ 3 0 t & \ / / 0 u � \ u \ / \ 0 \ / » \ \ \ % 2 e E > o E \ r m / ° 5 / = e - J \ � s o - e e 3 e / e u \ 2 t 3 u G ~ § / e _ s s e \ ) 2 u E _ z u / L \ 0 \ _0 LE .g G 2 CL z / 3 3 a- > / 2 \ 3 \ \ 2 z E 0 5 3 2 » 6 E 2 R a d 6 E � d � 2 / O § j q 2 i / m LU CL (N 1- u•f � v tin .� a ° v v _0 a) .� o 0 N s c s s s s s O O +� s -O ca N m G N +' C) ap O O u � N s O � a) — N ra ccu 4- of C 3 E c -4-1 -4-1E O a) N i Ca V) cn CL a v •� C O s OU O _ a! .O F — s L1a U aAcu N Q) OU U 0 E w o a"i a) ) MM C) v +� ra ° E a) E 41 c 'O s 'a m v o s +' C ' c O o +' 4- Q) a a ° ° ° c a E o c o a) ° en ) 4-1 m va 4-1 Ln ° c +, V U ca a +N�a) O +� is Z 2 > p o c c�a N v a LU i i * 3 ca c a"i ° c o o rn � ra c aJ +' ca ca a ° U +, a)cu u > a°o �; ° ° O c c = 4- +, ma Ln +' rn U b -C -0 ate-1 v�i � O_ � °U 7 +�' � � a) O Q c a) E O w � > - > CO L p Ln bA O - E ra rraa c �i E u +� 4- c a) to c a) p O U Vv ' U bA a 'O v CL — -4-' 4 O )� +L' c \ 4- O 'O O o c Lns +' n > U C: E , - 4-1' _Q Z c�a w dA — } a) M O c aJ U O c p 7 a) O OaC S o+— m U m uO � C6 M , o s O a' OL '0 m a) O } 'a O � U O L sa) Z =ca O c ai t +'Z M U O m C u °� +' u 6 ' +O o j e W uU a -aE C O p a) a O Ln o U c +' v N s O — +' OU — 7 in 4-1 O U — .� N a) ,+O' � O Z w a) O Q O U w w c ~ u a) v M -0 U >' v t c C +' •4- - -0 a) c a) ti •N s cn O c Q � a N - Q w W a) " m M � = tw O } } � b0 O E L n — aJ c v O p� is Z " U N U U +' +' O O C�0 a) s U c E aJ +O' �O c0 ? +s' •3 0 O CY O 0 c tb c .c '� c @ 4� u u 'c +' p N u O 0 j +' [L6 a) O N N U cy a) +' O c v ca ca ra ra ca c } v 2 n3 `n � �° N LU — Q U u Y - v E + s ° a) a_ v u ° z u p t Q Z t o s s a) o p aci o o p � t t p aj Q- o t E a"i Q N Q `a U � 3 3 U ao U U U cn ._ U +' E 4 O — ._ c _ +' oc Q O W W p z U N W w 0V O o z C7 Q Q oo V p LLi ii <7 Q O z •v o ~ r-I N o t.D Ln d r-I ri O OLr) U N N Lr) i a) C 'a � N ap- U 4- p' `i r4 c a v o m O ra 7 3 N 4- O = V pen m C vi72 > 3 C N O 7 6 N p a) E E Vi L i_ i U Q 0 p pp 'O O U) U E O S p v +' L p O t -C aJ to Q) 4- a) + +' U Q bA m p L f6 O h L n u O ra C > +' ra v a) Q p ra ptxo +- O aJ a) - .2 Q 'p bA c U C (gyp >, C N 4pi n3 4-1 Q C = Q (6 (E C p vi j VV v) O) -0 N Q U C 0 C C 6 ^ b0 Ln � O O p a) f6 C N C + y Ln f6 41 p O N ca p N U Q Q co p Q p Q) @ E L N U O > C nN + `C- pE O 6 O • O V) n . 0 4- 'O Ul C C O E O U > 7 p p Ln N v -ro Ln m C 0 0 -0 � wbyL V) O Q 7 f6 -0 m _0 OC U C O O U) C 4-1 O p ' 0 Uto a) p +' of Q E C _ a) i p U u U f 6 s u > CO bA O O O N C C N U + p m c tCo O p >' p C) +� C +' U Q c N aA ra c O OD L 0- C L — o VI 4-1 p ca p N 4- f0 p �_ E u p O —0- O O O O f6 O bIJ n i a) U 4— � 4- O t i L 9 6 i U = +' U C Vi 6 p + C C O O C C ate } U p N CC >i +O + o) x u 0 V) a ' Qu Q p C + " f U _0p ra o ) a) +p U -0 _0v 4-1 a rb (LO p Q L O � v L a' E 0 p A + a N a 0p O p CY xO U to mco L _0aJ bA C p J U W W CC In 4- OD bA p 4-u UUQ • U ' N UQC O C . §0 > p N U ' nm a + ° L a L) _0 ci) LV V)) U oaC Q 0 L z U r4 rd rl cam] m .4 ui w ri w o = a z •v 0 0 0 o L, U N G f / u . \ 2 2 -1 § m m ru o e § ( / % \ 7 \ § Q \ / en / 5 � 2 @ o £ o \ § / / u c - @ 5 ƒ \ / / \ \ / \ k \ - 2 E g 2 2 ƒ E o £ R E / . m S o u / / § a \ 4- f : � ƒ t •- _0E c = 2 a) » 0 \ % E / ƒ % / % § § f .� m E 5 = _ / / / \ R / E ru $ = e u x g = u e _ = 2 W / \ f � _� = u = 2 £ � \ S o / % ° ° ° \ / _ 4- u 5 $ -C @ e & C ® t / 7 / ƒ g 3 E E % er g f 2 -0y § 2 / m ° > � » 2 = m o 3 .. 3 3 ) c = \ m / / / ( f / ° •( 4 } _ / t \ � ® \ u \ a) = x _0 o R / 0 c 2 ® R ° ± \ � E _ § / = B o u -0 g # _0 ? \ � s \ a a ) E \ k / L) a 2 § 3 ° 7 $ f 6 ® ° n D � / \ \ •E y g { / u \ ƒ / 0 / 7 f ) / @ E / e / } / / \ 7 / \ � � ) \ / � \ $ \ z \ E E / ( ƒ \ \ } \ ) S m m e o e / = R m = e J 2 \ o G d q % L \ $ z f o o \ LU § N [6 C toi r6 C: +; 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CL E � � / \ \ _ ._ e e \ / - \ 2 ? 3 / g / 2roLn 2 > 4-1t / ƒ \ / % > % / B S s \ •E e / Era E - e cli } V) \ 7 / 0 / ® e k / / / \ 2 m \ _ 5 g r m LUC: / E 3 \ E \ \ / ' o & B Ln JLn \ '\ y / \ § \ >- z m .. o u 0 E o \ o o = / % < % / e » / / / z / 7 m \ = m / % LU E / s \ \ z / S a o � ( 2 \ u \ E R a d 6 V) V) / O / \ k 0 L \� c y e 2 \ / 9 G / k § \ > / y / ® [ k / 3 q k 2 cm / t 2 s E \ / ~ 2 J ° _ C: o e 2 0 7 � u -4-1 [ E g = ± _ @ m . u e 2 2 @ 2 k / Ln -0 \ k \ o § ° k \ .1 _ % u y > G m e z . a V) \ \ / \ � o ( / / D ° 2 E _ % / > 2 E / ? 2 / E & \ _ a k { E 5 o ƒ / « E % 2 ° / £ e _0 _ % •� a \ / / @ » a \ / / o ( _ \ k E % a 2 \ § 2 3 Q $ § \ o 0 f E 2 / $ } \ � � ƒ k k 2 \ aj ƒ / \ / § 7 ƒ / \ , \ CL / % O u s 7 0 g s _ F 5 @ / / 2 p ± ƒ ƒ 7 $ \ / v § / ƒ 2 d ) \ \ % 2 3 \ a \ ° IL o % o ' m 2 f 2 — _ $ > z t F- 3 > .E 3 q L. z a) u ƒ a / 2 5 f E / e = s E � / / ƒ ƒ % 2 = ƒ % .& § a 2 / _ \ § / � 3 = o L c f / rr. 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s ' \ = 9 > / \ / / k } 2 _ 2 u y % ° \ / u 2 / � 7 E ® 2 / @ u g $ ) 2 # 9 a \ ° % \ \ w . a u ° c / % CL 0 k CL§ ) E \ / / t 0- / / \ a J u . f u / m_ c � ƒ t '= 5 > S u / / � � '( E E .§ § 5 m _ £ = g \ � f \ \ ° / w / 0 k _0 F- 2 bn \ / / cu 0 0 cc/ ( �_ / \ § L (A \ m z / 8 \ m } y k • E \ 0 In ® 2 R < LU R a 3 R a Q V R < / 0 _ 2 \ LU k q q q $ q \ L a - - - - r1i / t ? / ) \ e / � \ / g o 0 ai ¢ E u y # ® a § ® 4-1 & S / 0 ƒ B rN E / / ) e / \ _ a ~ 2 2 S ) rZ / 3 g » � $ � ¥ a) 2 \ u � \ E _ / § \ f s E / g § ƒ \ \ E \ 2 / t m \ $ a � 5 0 & 5 ) S / a •\ I k 2 / $ % \ k / / a 4-1) i 7 \ 2 \ / \ g - � _0B ° m \ ai / / � \ / / n E _ . e Epi > » J -0 E $ f 1 1 = E 3 \ E 2ai \ \ O \ 4-1 / 4- f \ \ e \ 2 z / 2 0 m u \ E \ 9 / 4-1 c -0 ai / f 7 / k \ = ® C: (A \ - 2 E7 S _0 02 / \ z { % f I a 2 - / 2 2 2 k t / / § � ° .0 Q) / 0 § % @ i E 2 / _\ 2 ƒ / \ co - 0 f » LU J _§ / / < _ 4.1 /_ 2 2 / / g ® '© D E £ � -0 % § ƒ z ° / '% » / / q / \ ai / / \ \ % Ul / $ IE k / \ / — e u y % z _ / / 0 \ k i k e / R N S \ D 2 � \ Ln \ / % � 2 $ - e y 2 u 0 e = § _0 E e S = " z = ® _ = e o � / m E ( \ \ m 0 / e q \ i k k \ ƒ CL E < « > � 2 > f E = to — E ® Co / qui � 0 u z C kQ III R a Q 6 a � a R a u ~ 2 \ k q q q q \ a N N N V) r1i n C - > L a M L.a O Ln _0 r) i O C c6 U 0o O } +' a N 7 2 Q a a M L V) O >O L m C N v 0 O O O_ Q d vi m O w L O Q V) tail �_ O - Q •+' O _ C E cv M > C 0 O > a a a O Z3 C N to a r6 4-1 U 0 Y V) u > + C U C L vvi a--+O 41 a _ _0 U +� O a N .0 c0 C u L p 4- S ra O U a 3 raW - u v dA of a coo tea L ro U +J m a Ln oA V) , � O wO C 0 O p i O 0 LOO+ °° u u N rQ a C u � Ca _ Q n a O +1 V) � a OE O 4-1 coOX Q a � m O u p Qp o^ a O to E U -C 01 O a) >, m O Cco o - - C Q C of Q- +1 C C aa� aa+ p d _0 b.0 C a aai O L a O U a u L C V N Q O C O p C - -0 E a) E Z = oL O a Q a co U � v E a }O+ p � a v, V m @ a X m � m7m T Q p J 4 O Ep cO a (A O LL a a E a O La ai a Z + � -0 O V z O co V O O p O c ra 'p a C L L m L O> >L OJ +OU a � }� O O a N:O O + ZO m L O O u J O +JLL m a L a 0 a 3 ro Q a t 4- 2O Z a � Q v a Q o c 0 0 ai -0 O n a v = E N E rn E a p L = Q +, p C a O u 'c � p� in v Q D Z Q p m +1 co u a n Z t E a L n O a � ca t a L a ra O v E Q a N �e U. _0 H a } v� 0 O 0 '> GA 3 'E [6 r6 '> Z _a U '> � C '> C = H C a°, a w �' o w o E o o E o a Q a N L C L 0 a L � a O Q � Q a a u Ln Q a V) m c° w w > 0 a a LU p N N < Z a� V=f Q CD r= Q m Q 00 V Q V 0 Z rn O O = 0 O o O N N N V) N = ai -0 Ln % / & o = � CT/ e & _ = 3 . 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E Q x / / \ z E R a Q u R a . 2 & 2 a « O m 2 \ o q < q % 0 \ � r4 E m m V) \ / $ Ln \ \ o 0 > V) § / \ m 5 ) / o 3 m ~ 2 2 = E .g \ % � / u \ 7 2 u a) 2 ƒ < 0 u £ u § / @ » / / u / V) _ \ 7 2 / a \ $ / / c & \ E m 7 ro 0 5 ® § > > \ 3 CU 2 \ 0 a) ° 2 % n / ai / G / / E § § \ \ } ƒ \ @ s •/ 2 = 2 & % _0 § \ z in A o S \ o co \ \ / / 2 z u/ 2 / G m \ � » x 20 / / 0 Co / 2 \ E a p ? \ o \ k / \ 2 L® « O O 2 \ q q \ m m LU V) \ _ - s m m = c (1) - Ln o , _ » e c g / , (N t o � o 0 S ± 2 0 < � o ~ $ .% f ¥ 7 ? \ / # ƒ .\ 0 / § / / rq s z § ) / \ / @ \ / / \ . / ( Y / \ s 2 C / CO � x _ = g ) o e a) m / ƒ / 7 f y • / $ / a ' 2 u \ u / / % e } m ) } fu _ ( S / G � z o / 2 / \ / � LU » E 2 cu ƒ § \ § / 'E E 7 E E < $ / § r # 7 2 k § U- / \ \ \ 2 / � / / 7 / / / / u o p u S @ 2 n G / 2 \ _> k \ [ k m ) / E ƒ E � \ u u # E t - = o o o % - o u u u 2 % G u ƒ ) 7 @ ° E ƒ / / ¥ \ / / 7 / ƒ \ \ d / 3 = E # ~ a u 0 2 / Ln 0 E / w g u ' � § ? = o ° i # / » > ® - 5 1 s \ - c ra � § \ \ \ / / i _ / E / / / \ \ V) ( 2 § § ° [ » ° _ _ 2 • m > \ 3 • - � ' E � = m ® g E , , E / ƒ i § f E u = a = k > \ \ / f 2 \ $ / / / a 2 / m � / ^ ° > y f _ \ ) 2 / ± q r r . j \ / / _ .g e ± _ \ / q 7 q % / ƒ \ � � $ / \ $ R § / � t � ' � 7 E \ o u 2 � Co � O ) o f g o u CA 2 2 « / ° E � \ = o « I � ai 7 Ez o V) L & u w 2 < @ Ln E a_ E § � he � 2 / m z CC < < f % 2 \ ¥ ¥ 3 J ¥ 5 d 6 � ¥ 3 � » O _ z \ w e _ � m 3 LU < q o 0 0 / Ln a _ 3 3 Q cr14 + L L to N ill aJ hA -�O (A a) -0 -0 O O N aN C , N C a) -O — O Q 4- .� aJ O O O ++ — — (6 to + L N aJ n3 O +• — a O O L N L s Y > > U- cn s E Ln L C O N M C a! + N O Co o a� Q N on +� o a, 3 � r v Q) `^ 1 c i cu f° v c (AE E L � 'a f6 N V O L aJ i 'i U � -O (a Q O — O 00 a) w O O L to L a) CL >. - � W 1 p a) U O a) to O O N 7 w O L � m i OJ [a •� CL 4-1 O ~ aJ +� Q > -0 +� C L 4-1 in cn N '- C 'a CU U ate--+ U ° c s � v m a > ai o E vi 'o L C Q ra o v, aJ (A o O 0 Y> vu> n � E s° ° 4J L * U Ln UC O _ t u oQL UC }o a) aV 2 ro > n 0- O O a- Ln to E c - t ? .c 0 maJ 'LCN vss=c6 -s0a) E�a 0C ` c � tv o � a) �+1 o L UC(�a v a) 0 a) �n ,n ca o 0 41(7 vi to > U Q — m �a) a .2 J cr r u " n n L .- m u - - �n C J Q n aJ a) 0 aJ L} N C •� O �n a) N N to m •- QC to O u a O ra w n n CD � O N .� U _ (6 fE to (6 aJ L > -O +' � +•+ N L � +' C L L Q) L Q O Ia C a) LA �--� Q c O 0 p 4- o O L L +1 ° +1 Q L V) � f6 to ca Q } v Z CU � Q aA � L N n v (a (a O N m LL m C Ia m L u L O C c ° c a +, ca O raa Z p +� �n •� +� a1 + a) � Q n3 E + Q Q U > o a) U O ra O L C -0 U U >. 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Q 3 2 % 3 § 7 / 2 § e 2 0 0 / I 2 / > f_ / 2 k %_ d § � � k 3 $ E ° ° k 0 \ g ) E g E o ) '\ � 0 . « E o \ / (D 2 E « 0 0 • 2 0 0) "t 0 Q -0 0 2 » c E R E_ E CO 2 0 m � ' E 7 _ E / ° § 7 m 2 2 2 E E ° 2 ° 2 v \ 2 3 f § ' . 3 m y / ) ® § ® + E P 2 2 c £ / ƒ 3 .Lm U � .E / ® § § § m \ 2 3 ® 2 2 =3 » E ® 0 2 2 ƒ E 2 { / 7 E 2 \ ƒ E � 2 7 £ £ 2 = % 0@ E 0 = o / z � / 2 = � /_ 0 m / £ 5 E k / : \ 0 § 2 q D Q / o m ± : 3 m = £ (n E f £ p 7 } 3 0 \ \ c f 0 § � _ CL/ m m \ k = o ® E ) o � _ � 7 _0 ) $ / § E � 2 E § 7 § 2 \ \ § g E o f ° ) E 0 E m � E ' E A g o 0 2 CO « c o ° ® / 2 0 % ] m § « ' w / t : £ 7 : m 2 F K 2 @ A t # a) @ 2 ® '5 2 0 — 2 ° 2 E c � E 3 5 ' M \ 2 E 0 M o 0 E E _a : / Co / / .§ / . § E _ -0 a) E k � ° ° § 0 / 2 E m ° ° o m / ° 0 E 0 o D o b / 2 _ ) 9 � : E U 2 2 » = t f E \ m ± o — ._ 2 £ _ ® E = o E '� / § o � OL -� � ƒ = 2 $ 2 0 ¥ $ k $ } 2 S $ o@ ® � o f ' E n m [ 2 m 2 7 m 2 ' f m a- M 2 3 2 2 -0 w 2 / ) § 3 � / \ E R k % t / � 2 @ & a / & k k y & a ¥ a s 3 & U & CL / LU m m U / Q 6 U 6 w < g 06 % LU \ n k \ § @ 2 $ 0 Cl) \ # @ E f \ �ƒ U) 2 0 � § o 3 = \ CN cu 0- k � 3 U m � � � ~ � \ f k \ % w ] � E £ E ® 7 2 m \ 3 [ ® 6 ƒ J } @ — co ° c c _ co k " .- k 3 ® 0 \ / om = _ � E « 0 = 3 = & c ® 0 2 U 3 5 _ & £ 2 k E % ƒ ¢ E / j § 9 E ¥ E ) � % E 0 § _ 2 � kov 22 \� k � ° / a ƒ ] 7 ± § o / \: E � c E 3 § c • a k �£ m E = o % k E -0 k � � � k F � ui a) \ . :7 k � § / £ § / � = ml 2 2 § ® k 3 k -0 m £ c.@ & o ± 9 / v 6 2 @ _0 [ 5 0 —T @ LL ) � _ 2 m ? ° % \ § / k / E a f E ) � 7 g a = � g CL E § £ § ° ' � v / " \ § E � E . o y 2 .m 0 2 4 = § ? 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L ro) n N aL V Z3 4-1 ( •U Z C N a) s 5 Q = C c a) H ax) c c +a ra 0 c 0 (A L O 3 � l7 v LOi 4- 3 a) O O ra 41 Q O Q aA ai } �' +� ra v n Ln E E L E 0- _� .E a) }' +� a E O o L a) a O +, c +� E N n ra O > ra aJ § ^ O + Q L 0 ra — _0 'ln +' a) L - O L 5 v L o •o c Z c v E c a) o +� = c v W L t Ln a U �o Z a ° a) ra o U a) _0 s 4-1 aci v~i c o c +� += O c� +' aa)i 0 a) Q E Z c Ln a) a) E Qv + = pp Ql w v 12 -0 ra Ln �_ �_ C2 N rl Q U U +' _j 3 (c6 D a + c O +�.+ 4� s O O O a) X > > •c z 0 ra a) O k a) 'n Z) U H `n 'N O n } +, U c `n s O OL a) O U 0 rn O N H .E � Z 7 .E ra Q .E r)r .E H m a F- CL a) H o d Ca W Q W C Q C6 V V Q CO V i:� LJJ L.L W U N M F- LU p� T� m 0 Q Q Q Ln a ni a rvi U N \ 2 c p 4 m u L k / CID / ~ \ \ G e — _ 5 ® E / S \ 'e E { E \ B � u a) E CL k 9 m z5 b \ .) / _ m k / \ 2 ( CL / k k = E o E < e # ° e = u 3 W (D f m = u / % _ » 2 / j ) / { / / f \ \ e E E ) 2 f 2 / q m E § E a 2 ± ° U B 7 / o o � 2 m ' e s E � ± § $ = E u . § u 5 Q _ % 2 = = f s ~ k ( \ \ § 0 \ 3 u & § 0 I _ , Ln � » LL LU / 0 LU L e 13 m @ LU u \ v s ° `i° + s a) N ra ra 1 p C 4- 4 J 4- v O X M O 4 � 0 06 E v ° N +J M N .L 7 -0 p 7 v p Ln 7 .to -p ra N = L -p -0 u O rn a) a) C > C O OL C O n > of p OV CU cn 0 C) Q 0 O ^ r4 _0a) V 41 C U L O N O +.+ tpo c� t O N rL6 ) +' C O a1 O C a) � v CO 0 N 4- -0 U N a) c O a) v co u 0 o o E t _0 bA cn L v +J Q Z3 v °' ° °°° ° aEi W p N p — r6 v by O p Z .0 a) _ _ a1 L Ln M ra TiU a••� E lb 0 W V) C C)0 a) = ra O ai nQj C L L Z a) V) > C •Q 0- v v v v c > c/7 N a1 O p O a) O — L U C O +� -p OU -0 vi C.7 L — U cLv 7 N V� Q ~ } O > ra L 4-1aj L aJ 1 V) O Z O 0 a�--� .i Q@ V a) E a) � U L Q � C V V w f 6 ra V) - s N N j • v L C N 0 O a) = a) to 3 p a) t vi N a) V E E •v a) p o U c 2 > ° h Ln — 0 0 0 0 c U o 0 �' 0 ° a v X ° ° u .5Qq Ln Ln 0 v OC a) u 0 ,m .0 E a) O_ � u 0 N p O to ca ra to U (a IL L L L Q N Q m p N O U m X m U 'U U O O O O N O 0 _0 > '� a) C aJ O O 0O z p Q C t m m C n Ln 7 w C vi O O O O Z + n U c) O Q Q +� L a) r6 ~ C ra E n E L X rl O O O a) co a) Q C Q v N C O o > o O ra j 4' O O O � N U ai 0 ate-1 ra a) � N Q 41 C s U O d C ra � to >. U N +., � n n 00 00 _ �n L >, E a) o L a) \ 3 U v aA � L N Q N N N N Z H u o ° — z ,n �, o Ln � v, u C Z o C C C C C Q N v L ° o = � a X Q p � ° c o 0 0 0 t d t u N > +� X O v a1 a trA i +' ra +� + + +� U o (U 0 V) � o 2. o v ra 3 �° o u ° ~ Z3 0) > a a a s U `n M w cam.) 0 � X 0 Q C 0 O _� L W v E 0 X cn cn rn rn O Q Q aj O C O 0 } L O ra O 7 i fn L a) �O ra pLn O o O O U (,/) (n p L }.i L m a) Q �..� CO w ri rn w J 0 L L L L L L O Z .'n '� V i v�i >• O •U a) W LO 0 4' 0 4- 4- 4- 4- � r NLLI � H Ln a� w Q U .� O � � �i cri � Sri co ti w `�Ln a F- F- ai Q m c� Q oo c� o u i _ U N F- O W Q O O Q Ln V) d d N Ln / u ~ \ \ 2 / en \ _ Ln E �§ rn % o m m E * ^ e � ° ~ 2 / E � \ E _ / \ / } / 0 u ® _ / § � _\ / e a u k - e / % f / a m \ g _ = _0 y M / / \ [ \ 0 § 5 E / & e 0 / _ _ & / u ° � \ 3 � E ± u E g s e > 2 e « 3 u = _ • 2 / ƒ / m % / @ § s 0 / 0 . L 2 \ Ln E } m CL 2 / / 0 ] \ § / ƒ f k j k \ 7 k E Z § E \ e E E = s d y = 0 > \ k 3 � 5 2 5 [ / / ® 2 s g \ m / % / < ( $ _0 0 E \ 2 / / k 9 § / / 0 / G \ 2 5 e © s E % 3 \ » g / » � \ / 4.1 \ / \ / / / \ / / 0 7 0 — 0 = / S t % \ 2 0 0 / G \ \ k o 0 � o e e \ u k \ / \ k \ \ k \ k \ / / / \ / / \ z \ \ f •� \ \ / / y 2 E { / / \ / y \ \ / o = / \ / / / 0 / / \ /co ƒ 0 \ ) / [ k / m / \ 3 / \ \ \ \ m ? d > % ƒ § \ u \ / \ \ ) k § / c § # 0 2 3 $ \ \ § / < $ f / $ Q % { t / g \ Cl) 2 ' \ u F } 2 \ E \ \ ƒ / 2 ® > 2 U u / $ o z Cl)/ $ � $ _ < a < f / / / ƒ $ \ ƒ o / u o k \ e 2 0 2 o § k k LU L < < < E u 7 @ u u 2 Q < / 2 z z z / p Q p ƒ % a z / « § / / 2 \ LU / > f > / p \ / w / § g t LL 4- ƒ LU z z ƒ e ƒ ° o W o z m � u w In w & a a 3 R e w & a u w & q < 2 < 3 6 o < 5 ¥ 5 d A ¥ 2 LU o % a) >- _0 > c I Q L LZo a) _0 Ln -0 >- -0 M Ln O- L C aJ L O O C C U a) O C Y a) i N O Ca) C N '� O C �N O c>o Y O 4- en> a) N 4 � O CO cm O —N J U Ln� o m @ 0) > O O U ) E C ra c I N s E V Ln 3 75 0° a�o ra V a) a) +' s C t6 Q) f6 — � U O C j. a) _ U ++ 'p 3 C � Q apJ 7 ai (EaQ1 C f6 C — p -C N O O to O bn= C >' O La) 4 N ra _C } N O L4.1 V) U cr tw Ln 4-1 fE V) Ll0 a-J 'U u L 0 [6 C 4aj - Q V) Q a) C � a•J +J U Ln .Ln o 8- C a) `~ D U C N U O a)Cl o L Z3 OLn 4� L O C L 0 VN L(6 E p a- Lc a+ p C " U n� +� aJ 4-1 p O O V) + a--+ CiC Q i (6 C Vl a1 a c a+ X O OC � � s s `4 Ln fE 73N 'a u C ~ vi � > O t o U V U � a p Q (14 ro aa) O V) Ln E ai C o L Cf 3J VO UO C � � ' � Q U j 4-1 O Ln 4- j L 6 w U V s�>L +teN0 UO 5 ' N a LF- o C: +J v O m C Vv + H V > , OL o) o a) > ro C a C N ca Q Ll O a O O Q) aJ > = a O U O ) C a) O U Ln 0' o +, -0 Q u � U 41 U O Zu a) a1N n +J OLn O N +J L a1 o U N Q O )A o 0 to aCaL ) n 0 C L N a)V) o4. 0Z3 Ln- a) Q O O 41l = Ln +. VO c u E ZU C O U p 'n U)u � � " SZ a LL ) 0 o v J N +- C 6 OC QL a +- U +1 +J � C U ,O a1 U J C o m 4 O U QM 4- N O a) O a > 6 LA � Lu U _ U J LC a) Q fl)- s a) CUO_ L - OC a) p O Q = � L a) C +J C >� -0 O C a) O C L O H +J O V) ns c3 oc O Q +J 07 CO s p V -0 Q V Q V L +OJ L L O a) M L6 CO d UV to N au 0o U = aO Ln a N ® / ƒ E / E 0 \ § / \ ra f \ f q \ $ c 4 C E L / o c 2 0 o m 07 0 ° -0 pi n > 0 f / (N } 7 \ Z 2 ~ / - u o m / • 2 / 2 \ m = g E t ` ` • _ 0 \ 0 \ — / \ \ \ / % _0 3 e _ _ _ / - M § k \ \ d / \ / M = 2 . _ _ 0 f 0 = — > / a \ ) U m / 2 -0 5 ƒ \ ƒ ƒ § 2 0 / \ % < 0 / S / § D 0 4-1 -0 / .1 \ f / / ® � \ / w § \ / / r / / C § 0 £ k / / 0 .5 2 0 E / 0 _ $ = m = _ / » c S / 2 -0 \ 2 m — 0 � = y ° / � U ƒ \ J ( \ \ aj § E ? / \ - t / \ / 5 § _ ) vi ƒ / 0 3 \ f � / / / S § \ ¥ k 4.1 ® / 5 E e -0 = \ u m \ 3 -0 = 3 = % & ƒ 2 e m E o / m .c ¥ Ln3 41§ / m 2 0 E k — 0 0 / -0 -0 § \ u n < m 0 .c c $ o > \ / ƒ / \ / E \ 0 / r / E f / % / 2 / / \ / ® 2 & \ ° { \ \ / \ n U / / � \ ® / / / \ / z / > _ % ° = y / e 4 2 0 = £ E \ \ m k _ \ � 3 e ./ o 2 2 Q e o c 2 § y � 0 0 5 � ) ® _ ._ < % \ o / \ / _0 CT3 M \ \ \ / § 2 ƒ \ / / $ k \ CD / / 7 / / / \ \ \ \ \ 2 _0 \ - / § 2 — § / \ / m / \ m $ \ % \ 5 • ƒ U u G 6 E g t m oru o 0 g 2 / E o � e B / e z % z $ U z « 6 V) -0 m / E / E a 3 J a 0 \ « - L / 9 / > � ƒ & a w & \ � m < / ¥ 3 d Cl) ¥ 5 d 6 ƒ / $ q o E % O a) O O a) bL�A C O p O t rV Q L v t p = � .2 C -O ca +, + } M O 4C: 4-1N E E N .� v N 4-1� on orN6 0 a 0 _0 o N N tU -Q O o C ai -0 iS N U c , a) - O - V O N U � a) t = 0 E N V Q O-6 M Nm bA j O Q r1 QC cu > � t O0- O CL O a; Q Vi O Ln N O 0 � U a aJ > - V) a V) C i E aJ cu O aJ O v O N �! a) Q ca � Q 4-1 � aU' -a C o -0 N +, E ° o aQ, Q ca ra a) ;L Oa) Ln au (n � U LnL) n cr c M rn U +� 3n � C C o v t m a o J a) o > 4-1 = X E 1 41 0 O N aC) o E = m4' Q- �NO aJ� -r V O a U .> Ln 4 Lf) Ln O aJ m to m X ` N — i U i " O 3 ra Q °C° Q u uo o °; u v >- v v U i ro v >- v 3 V V! � `� a1 � C -O aJ t N M -0 _0 O 73 Ul U r6 0 rI73 aQ O C E + Hi oo m Y w � N O) U 0 -p 7 A) O p aJ 7_O U N +., 3 w 0 = -VO O ) = -CU O + '0 'a 0 O 41 a X aJ -O NLn Lno E > v O Q n a) Q +. rC�6 a-1 (6 L v +� 1 •o o ) a Q v Q0 !n+ O E a, v a1 'p •— vi 'O vi (n vi (n U i O 7 to O (n cu ro C -0O o rp O L O E >. au on >. au wo > >. o 4- -0 4� L U `n -0cop v � o cn O Ln Q CU Qj 0= 0 ° v N a°ra p � = = ° '° cco = Q > V O p3 3 3 + , c o O +pcaJJ4 r' _' ra ra O O +J a) a) E Ln L ( O Wa 6 > a O VC O- p V! ai OU O -0 n o C N Z a Ep E U C UJ ra oa) :E 0 .o a � W ° 4- > UO Cl. 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O� O W o o O Nra o Y o u N v O s+aio Z a LLI 4-1 bLo p U AO (U aiLn 4-1 "V) . • 7 a- N N c 9 Q� O O z Q O U "O +� a a O O C c Ln u U � U N p i O U U 'a Zl4- p a r O ai Z a J Q 2 z V) 00 N ca ) cn cctt n H to a rrs ci � CSC o �_ U m ou +`0 Q (D .� U O U O M °J rsn LL r6 0 U O L 0 N L W L in z `- O a) L C a) C Z aU Z _0 =) O v � o v � W Q) O to O V i a ri a C7 V ri ni cri U rn N Lu 0 e-I Q m V Q ai r-I Q N Q z 0 N O Q = r-I r-I d N N \ / g e 0 $ [ / \ \ \ \ ( ƒ L \ 0- e • o \ c \ x _0 ( E ~ 2 E _w \ % [ Ln / \ ( b ® u \ \ E / \ \ \ } k \ % / / / \ 2 z 2 / -0 \ a a 5 t t b _E / [ 4 g / E / ? ° LU 2 $ =o c 0 0 0 2 f / \ } G 2 A / % % § 7 4 k E / 6 2 \ $ $ 4 ' % LU ra / k ƒ \ \ \ " \ / c (A \ e S 2 e � � / u ƒ % -0 / \ ( \ - / co T V z \ k / Ul� \ \ \ � ° /4-1 / [ u . / _ _ § g 3 E \ f . / _0 _0 = _0 E / \ / ° # e = 0 2 = _ _ . u CO0 % = zy ai 0 ± k § § ) \ / ° = = . 2 0 e = E % a U y 2 / / / 2 3 @ @ y / % ) 2 / / ƒ _ \ 0 § 3 t & # o o E m o mE e = q — \ o = ƒ % « e Z) . s s = cu u § ® m \ I \ k ( 2 § / / / / £ E a Ln $ ( 7 e u ) 5 3 0 = E _ % § e % e s 2 3 = $ $ / 2 / t - - - \ / � _ $ 5 E $ u - u / E e = w a % \ _ ( \ u . ) > m ° 3 E \ 2 / 3 2 % E % f \ / \ � Ln ° e k _ � ' \ \ t = e 5 a $ ƒ 7 ƒ I w .� � w o a a / w / e 3 G 5 I 2 ƒ R Q G w « / w w w 4 » q \ u %L 0 m d z f r-4 •Ln 3 ƒ r*% e k 2 c 5 . 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x e a ® % B E / / / .g % x o w % / 0 C u ° 4 3 0 2 \ 4-1 0 / / / / / \ \ 0 \ 5 o / f E 3 2 G / ) k 0 % E e g \ § % ' > 0 \ ƒ 0 . § \ . ) ® / [ L ' 5 % 0 % \ f \ f / \ 5 2 & _ _ \ u / B U u \ _ ra m 0 = s � .= B = ' u x E / 0 3 § e / f m ® ° _ / 4 o ® m @ s m E 4-1 S [ = 0 -0 _ / \ > u I S > ■ 2 . / 3 / ) / G 0 5 / o = n / > , , / E f 0 2 k 2 >- g / t \ / \ \ t J / 2 / / / •\ 2 x % \ 2 2 ( \ U � ¢ % [ o % y 4 J • / R a • $ \ = u / / e o } \ m 0- \ \ \ 0 ƒ / \ 0 t / ± / / f \ o 2 \ E o u u o of � W u E > 2 = =0 o f 2 7 / '/ 2 a 3 J / a 3 J a > w L) \ « o M 2 ƒ a (D? � \ 2 0) p > g p ] _ q _ / \ cy.) § 2 2 E 1- e E / ¥ / 6 3 m 2 § q / ai / ( / o a / / \ F / Ln 3 0 / & 3 k ? f = _ '/ 2 ± u e , e m / g / $ s s 7 \ % 2 ( 2 § $ / e \ _ u on \ LU o o ° E 2 / / E = 2 > 0 { ƒ m w co § _ \ - \ \ _ ± • m a @ ® f _ _ 2 § / § < / E '> / / o / / § 2 m \_ U x T \ \ / 0 § x u CL x \ _0 \ \ % % / / \ E / m ® \ = e e o u E o u a = 2 ® _ @ 2 m \ _ \ _ ƒ f / \ 2 $ u # e 2 2 = / § \ / 2 c m 5 k o o / / / ( ƒ m E \ U /'u E ± E -0 rjm / / 4- � e / <a d} r / / � re) / = £U« § \ to 90 \ a Liu = / w a G 5 \ 3 G & § « o 5 Q w w « 2 M � ƒ O �? � \ u 6 x § s o p ./ -0 x o = m ± 2 n q k u ± / T CO x 2 # -a .§ f P u g 2 / o t 4-1 o / / \ j § Zn 0 J c c ° Ln _ E # / c-f s k b \ » g s » � u o c § f v % x 2 u @ % u _ - c m % f m � \ a 2 c ' c • = 2 = e 2 2 ® / � / § _ ) _ x \ u \ x 5 / = E _ \ 7 v m g o o r o • 7 / r 2 f � _ %Ln /a a > u m o � 9 � 5 k cu x $ u y o 0 § / co 2 f / \ o 0 \ ) u k / / ) 3 k 2 / / \ / � � \ 0 c 2 o = t - E ) m e / \ L G 3 5 3 � ' § l § E m m @ s \ _ % _ 2 $ _ _ > — m4-1 = _ e ° m / ° x / = a o ° e o m e . 3 4 e m n a > e g \ u > > # = E / —bD o e 5 u # _ o s — > q B = _ ' G § ¢ B < g 2 \ .0 \ 7 3 \ f / \ / \ \ \ a / / / / \ \ a \ \ k / $ \ 4-1 / $ / $ % [ \ \ - / / u 2 2 / \ \ mu / ¢ \ ƒ / \ 2 / m L « CL ° > \ LA } / g § d a 6 a a d « w a G 5 Q E � « o 5 Q w 3O 2 ƒ 6 (D ? � \ _ _ p / 2 _ N O \ CN o _ CO a / E >, / § 2 C14 % f / 2 / 0 / \ \ C \ & — # m < E o 2 • o \ 0 Ln e =CL ro 0 < 0 » o E _ = m E / t 7 / 0 g 5 E 0 ƒ 70 Co % k � % C e 5 @ E o � \ k § ) 0 k .c ( q _ > § R e o _ 0 o ° w a o U k ± E % � 5 E S Co t ) [ = o E e \ \ ° m / E / 5k @ •° k / 9 @ / k 0 \ / 7 \ / _ / / / \ / / / < # . _0 * > ° 0 \ \ / \ e < ° m \ E o « & 5 = _ _ / ) 3 2 u 2 3 o » _0 s E o 0 0 0 ra _0 = z y = _0 E / k \ J a ¢ \ \ \ ° > ° ° cr > �� e B 3 m m m t R E 4 ¢ / D —_ 0 - 0- p u \ ° k u \ G k ° U / « < [ 6 / / / / < 2 u ± « 2 « \ 3 0 $ $ 7 5 w 3 d Ln < w a G 5 s Ln w 3 d 5 e Ln $ Jy 73 w Q w ¥ 3O 2 ƒ Li �? � \ N / o ) _ CO g % 4-1 m � P41 _ m o C14 E E 2 / / a = \ -0\ / u§ e t 0 # k 2 \ o \ k 2 2 g $ 9 3 E LA / ° § ai \ \ 0 e $ E u g / / i y \ / § q / \ - S / / k / \ / \ 5 ( % / \ CL B \ / / \ / \ / E e � m = f u e e u \ \ § \ U R ± D \ LU 2 o / - f " \ % \ / / E ? f / E / k / 4-1 � \ ■ y / 7 / k \ \ bn \ k d / d / 0 / / � / k a) Lnu = $ CL g t = 2 / \ > k 7 % t t = \ k \ t % \ $ \ E & u D = D o e e \ ) » c ° � $ c \ E E § -C ¥ M 5 0 CL 2 f \ 2 ƒ 6 3 / a % j / a ± '/ '\ \ } / / / / £ e / \ c 7 f 7 & R d a d a a R w 3 d 6 ƒ / J ƒ / > a 3 0 e Jy a > Q w w « a a w 2 2Q � ƒ Lj� �? � \ & e x g M p § £ u 0 \ _ N § / ± \ o ® k o 5 o x ./ s 2 2/ \ / .§ P ± e t \ 0 • % : 2 } R t / » \ \ E / � m 0 2 � = k S / o g 2 ® R / e = o / $ 2 u _ x > \ \ f / to to / % ° £ \ u t x f / / _ e @ o o u o • B % 6 / / \ 2 / ƒ \ § / \ % ® ® \ $ S # _ '> \ \ k 5Ln _0 § 7 u ¥ / � Ln s E l k \ / 0 0 E \ / f § f 7 2 g ¥ ® u m o 2 _ & m s a u £ § e m @ � \ s % u 2 $ _ � _ '> t m = . ) \ / a > A ) / / \ \ § / § ) » o % ■ 7 \ 7 5 > in \ / \ / § co \ _ < ƒ ƒ \ ./ \ � k / y 2 / \ ¢ a / / - \ \ 4 < < ƒ # � ƒ \ M \ \ 3 E E @ E f 2 / mE / 5 / [ k to/ } / t / \ % � u < � '\ / e m -i � / m « LU e a- ° ' � / % 0 _ c 0- 3 3 w 3 G < w a u 5 a Q LU ' / Jy » 2 Q a Q w 3O 2 ƒ 4 a (D? w £ \ � o m 2 0 q / 5 § _ CO E 2 c / >, 2 / E \ § D / 0 4-1 \ \ / M 0 m ° / \ 0 \ ) % o 0 / / ƒ _0 0 0 2 § / 0 0 > u ± < 0 \ / ra 5 \ \ \ k M � / / m ° / _ ® \ 2 / / 0 2 E o s o = a > a ƒ 7 2 > m ~ E 3 � -0 = 5 ) m 2 e M ) \ 0 0 e [ 2 2 7 k § _ / 3Ln k U m / 0 \ ° / \ E W / e / \ 2 \ \ c y # 0- ° f : > \ \ f . / % = \ m . m \ f a E 0 m 2 / # m m \ \ § ƒ / 0 m § 3 u 0 2 R E > \ & R \ # s 5 m 2 > 2 & 2 = 2 » > / o 2 > e e E u a 'u _0 I E 5 cu Q < Cu u k a ƒ Ln L 0 « / / CL/ } / / / } } m \ _5 \ R \ cu � E e § a / ° 3 / < t -0m / m ƒ // ƒ > \ 4- « \ 0 L V 4.1 4 J \ 2 0 0 w 3 u _ a- 3 3 L 3 d 5 cr Q ® > ) e E \ 0 o E / e ± a) La o 3 f 1 # # < \ k u / 0 / § 2 s u o s % § ? % { / ± / f = \ L u _ ; _ m 7 \ a c < / / r / ° / 7 / ƒ / f t \ e # c = m C« _ E s � 2 — S = _0 . 2 = o •� f _ \ k U CD / / R / \ \ / Co / co @ o •s m x e u 0 u p u 3 0 - { 2 / / / o 0 E § 3 5 e = § m 5 U 2 \ f \ \ / \ \ § \ / E k = § m e s / S2 / 41/ \ / \ c / — \ & 0 1 / \ s cr k \ / 2 -C ° 5 ° ° � M = � / ° ° / 2 E \ / u = E / S © f .� / § E R § 2 / / k / g = k ƒ 5 % t o R # & c ? 2 2 2 # \ > » o 2 > = a E I \ \ \ $ a \ \ ƒ # 7 2 • « e u k a e a % u < o \ 2 — = m @ w m - / u / 3 \ _5 a \ > U / \ 2 � / m / < < r14 7 « a G a \ w 3 d \ 3 3 Jo 2 � (C:) � \ _ -C - / Ln Ln 2 .E @ p } \ ) 7 \ O § 2 ¥ / 2 k [ f bƒ / / y ? a)\ � ƒ \ /° § 2 \ %u y 04 ° 3 4 m / 3 = / ƒ .) ( % £ / E ( { 3 § \ / / u = 7 \ E = t a e / r / _ Q = / LD ƒ / / _ ° � E 0 § \ / ® f \ / o u \ 2 c ƒ / LL 3 / e g � R m \ $ ƒ 0 u E j ± / — O _ \ _ -0 / m < 2 \ / 7 / / m / R [ m u a u \ \ k / a ./ \ / 3 ) \ / @ : m .\ f m \ _ \ ƒ 2 : / y o E 0 0 / ± 3 ° \ - 2 u C) \ o_ / g u ° y ƒ k 0 ° c / > / > a ± co 401 \ k / § / / / / ( c \ 0 / ± / u } / ~ \ / / / > — � — s = o = x / \ q k uj � o m u .\ / G / / / ® / % % 0 W 2 ) u < 2 § m e ƒ m § \ / k 0 u j / n ƒ 7 a O .} 5 c '0 \ / / { § t � > - 2 $ \ 2 a m ac 2 k / f 2 4-1 f / E f \ 2 7 $ LO ) o u o > c u E 2 d o -0 C: _ G % u / .g g 0 § / a ai u _ .0 = o R O LU q / / / / < 3 » / f m m 2 L 2 0 Ln 7 a % > co 2 \ 4-1 / \ « o « u < e m ./ ra Q w CL Q w w s Q w I 3O 2 ƒ m 4 a d 6 (D ? 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L + N N = ra O O Q Q L E a) aj U O t U bD u O > M L C O ra u a) Al C ° (n Q L N Q +, c-I ?� Y L a) t of m a) LnL ai N C a) +, S p O L L ° 7 V aJ 'O 3: w L O L V a) O � O C V C i N � m CL O � O O N � +' E -a v to 6 _@ O � � N ra C O O aA O O E ° -O vi C) OA .bA x � 0 Q N U _a) w dA ra � ++ +�.+ N r^ L N C 4; ra — C 7 41 � O � _r ra � � a) L ra ra ; L � � Ln � ° a 3 ° 41 4-1 Q ° V Q + O a v m v >- v L ° 4-1 V v u +, v a) axi 3 E u ao p cc N x � = t ° O is -0 Q) L u °r- +1 v an O o LA 4- _ C C N bn 42 U a1 Z pap Q c a O LnO CL U L O t O ra � (A +� t N t LU x Q aL-+ a) >- M C Z -p a) Q a) +' U t can) N O v U � C 7 s 0 a) t J t (n Uj N Q (n S A ` U Q ° Q a) J \ U ) cI Q U p 75 � ro p co iy — a1 ra a) Z � L U +� (n (n L V1 L -0 a) w O U � t — 0 1]A L C +, W co X o cu o x Z) O O t v O a) = u V W V) O r-I 4- L) bA 0 c-I V (N 'a Ln V C7 c-I N m 14 Ln V c-I N co m a m o d m a m lID o Ln 0 O O O U N M M M / / / � / Ln � / ( c 0 § 5 n ® - ^ [ e = \ e 4 / o ° / - m 3ko n ° - / $ \ $ \ / k A k n ° ° ' ±G G = S e E % \ � / u 7 / 3 t f � \ » [ \ 0 E / 7 E ¥ -0 / /e / > 2 E .£ 3 \ m g 7 4-1 ¥ / 2 / / % k f 2 2 $ » U E / E _0 $ / \Ln 0 3 o 3 e E # £ 4.1 f / 2 § G 0 m • 2 S 5 / [ 0 _ / ° a e / CL a & E \ U / 2 c § $ / \ / \ / \ \ k / 5 £ 2 e 2 = % = m m R • e m & R = # c 3 0 ƒ E § � 2 § \ 2 g / E b m -0 (u w / Q f f / \ 5 § f \ / 0 2 / \ ) � / o m Ln 2 % / \ # E 'E ƒ 2 / \ / g % 2 / / 2 $ 3 / \ 3 \ / 2 2 2 % ƒ � \ / g 2 2 / � _ = n E � 2 E { s 2 y % ± / \ _ CL > § / # / 2 % e E R 2 f o \ k \ / e $ ° 3 m u O = ( 0- G 0 \ y 0 2 0 \ u 3 \ J / / [ - @ § 5 / e o 0 _ � e o # ¥ 0 5 = # \ / u a ui 2 k / / E k / / 5 E \ Ln W E , o 2 § _ \ ® 0 g % ® • k = 2 f 3 s ƒ % 3 £ j 7 / u /_ 7 / % § ± / 0 / « / 2 ƒ � ) " -0 $ ) ) * 3 2 u t E 9 E 7 [ - G = o - t - G - - R e = 2 > 0 o - G E 2 0 / / / / / / - a) � \ / / 2 E $ ° 3 e \ ° / .5 7 2 11 m V) _0 � / Ln / m E -0 E � z g / \ u s / @ 5 § ■ / ƒLU ( co / k / \ / / / \ o ƒ m = 7 = 0 -0 o o � Q w ¥ u e ' m mC: 4- O ra Ua mT- O a ca a a a O O E M q0 O 3 aj a rn 73 wa �, c ° o a �' a o N o v L o x X '� C rn L o ao } } o O E p 4-1 Ln x rn 3 a u a O N o >. 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I N cr1 H -a V) ++ H +, H H Q H ._ L O U o N d m o w � 0 = 0 1DD C V) N M 1. All earthwork as required to implement swales, dikes, basins and other excavations for temporary routing of utilities, to protect against erosion or sediment -laden (polluted) storm water runoff. 2. All structural controls as shown or specified, including silt fences, sediment traps, stabilized construction entrance, subsurface drains, pipe slope drains, inlet/outlet protection, reinforced soil retention, gabions, rock berms, etc. 3. All non-structural controls as shown or specified, including temporary or permanent vegetation, mulching, geotextiles, sod stabilization, preservation of vegetative buffer strips, preservation/protection of existing trees and other mature vegetation. 4. All modifications and revisions to SWPPP necessary to meet changing site conditions and to address new sources of storm water discharges, as the work progresses. 5. All maintenance and repair of structural and non-structural controls in place shall continue until final stabilization is achieved or as directed by the ODR. 6. Weekly site inspections, as required by the SWPPP, of pollutant sources, including hazardous sources, structural and non-structural controls, and all monitoring of SWPPP revisions and maintenance of inspection records. 7. Removal of all structural and non-structural controls as necessary upon completion, and only after final stabilization is achieved. 8. Filing of NOT within 30 days of final stabilization being achieved and being approved by the Owner, or of another Operator assuming control of the un-stabilized portions of the site. 9. Refer to the SWPPP for additional requirements to ensure compliance with TPDES regulations. 3.03 INSPECTION A. Inspection and maintenance is required for all areas disturbed by construction activity and for all erosion and sediment controls that are used. Inspection shall be performed at least once a week, and within 24 hours of a storm event of 0.5 inches or greater for as long as a portion of the site is disturbed. B. The Contractor should select one individual who will be responsible for the inspection and maintenance of the system. The inspector will look at the control measures and determine if they are performing correctly and effectively. C. Reports shall be prepared and stored in accordance with the CGP. D. Additional information may be found on the SWPPP provided with the Construction plans. END OF SECTION STORM WATER POLLUTION PREVENTION 25069 - City of Corpus Christi Detention Center PAGE - 5/5 September 24, 2025 GEOTECHNICAL ENGINEERING REPORT CITY OF CORPUS CHRISTI (COCC) DETENTION CENTER BUILDING ADDITION 3312 Leopard Street Corpus Christi, Texas UES Project No. G125067 April 14, 2025 Prepared for: Turner Ramirez Architects 3751 South Alameda Street Corpus Christi, Texas, 78411 Attention: Mr. Herbert G. Morrison III, AIA RA 9 UES.. UES 16817 Leopard St., Corpus Christi, TX 78409 I office: 361.883.4555 I fax: 361.883.4711 UES.. April 14, 2025 Turner Ramirez Architects 3751 South Alameda Street Corpus Christi, Texas, 78411 Attention: Mr. Herbert G. Morrison III, AIA RA Environmental Geotechnical Engineering Materials Testing Field Inspections & Code Compliance Geophysical Technologies Re: Geotechnical Engineering Report City of Corpus Christi (COCC) Detention Center Building Addition 3312 Leopard Street Corpus Christi, Texas UES Report No. G125067 Dear Mr. Morrison: UES Professional Solutions 45, LLC (hereinafter "UES") has performed a geotechnical exploration for the project referenced above. This study was authorized by Mr. Herb G Morrison III with Turner Ramirez Architects on March 10, 2025, and performed in accordance with UES Proposal No. CGP020725B dated February 12, 2025. The results of this exploration, together with our recommendations, are presented in the accompanying report, an electronic copy of which is being transmitted herewith. UES appreciates the opportunity to be of service on this project. If we can be of further assistance, such as providing materials testing services during construction, please contact our office. Sincerely, UES Professional Solutions 45, LLC. TEXAS PROFESSIONAL ENGINEERING FIRM NO. 2101 Ahmed Neamah, P.E. Senior Geotechnical Engineer Joshua A. McCann, E.I.T. Project Manager UES 16817 Leopard St., Corpus Christi, TX 78409 I office: 361.883.4555 I fax: 361.883.4711 ei c-I c-I N N N rn M V Ln Ln to r� n n n a0 o1 O c-I ei N N M M V Ln Ln Ln 1p 1p I- n a0 00 . c-I c-I ei c-I c-I .-I ci c-I e-I c-I c-I c-I c-I ci rl ci rl ci 'i N N O C : .0+ O n C 0 N 0 aJ VI N C m O to � N d aJ C E '6 v U i > -O a) p of V1 C -p p C al p 'X O O a) C O OC a) �? 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BUSINESS ❑ W EDUCATIONAL ❑ PA,�IREITI BE LICNE11ITILEN IN IF N AN CccuwunoAD FAcroar ❑FI NDDERarE ❑r;zww Ix FLLgDEoeEE EOT ED CRIn IDBT � FCBLIONINBTHs DFIF oq" ECTav HIN1 D. RDQUS ❑FF DETONATE ❑LF2DEFLACRATE❑I.a CTABUST❑FFSHEALTH❑FR5HPM U Ol OU BIF IIT, IN�ITUTDNAL ❑I-1 ❑I.2 ❑I.3 ❑I-4 (n - TIE' oNrRAC-CPAT-HE ANDTHErowt ENG NE, BE PARKING CALCULATIONS TITRBcoNDmoN ❑1 ❑z ❑I ❑4 ❑E 'JSTO1N N°wc BATESFUBTHEPER,DVNEL%EL1ED. 1uINRnlNIIRulGREGUIIEIIEITSPERGm CF�CIPI.IHw3TIID,.Ic1I ERcaunLE ❑ _ ResmENIAL ❑.1 ❑re2 ❑11 ❑14 O 11 FEE 1111 BEG-IpRSIN STORAGE ❑11 No0ERATE ❑&I mw ❑HIGwRLEC U EX 'ADDITION-EPAIFGFA REDUIREOBPACE. ° ❑P41HNI GARAGE [I OPEN [I ENCLOSED ❑REPAR GARAGE rvE�ADDmoNAEa SAD1Po1 T DBBSFI UTILITY AND MSc❑ NO"A 2015 1ECC MIN.REQUIREMENTS SHEET 3 Of 110 E - 1e-aTAL QUIRT!NNE&Ze EN ERs 94CE R: TREE,III IS BE II RECORD DRAGGING N0. F63" 4 PBG-963 INo..s p CITY PROJECT#25069 SQUARE FOOTAGE CONSULTNNTSSHEET NO. o—GIARET—E N.sT A0.2B CONSTRUCTION 011$QUAREFOOWE MILrs emzsr DOCUMENTS OCCUPANCY TAG 4�aED A even � eereisvv saesswEt w�ijP,.q S PUSINE55 15o5F GRD55 d JR 9TORn�E 3009E GRD55 � cN +Ecwarvical aoosT caoss TE OF t N W� 4fSLPdtlGY sa rT _ 9GL1PdLL rJa lSHle _ SG3 F STITIECHUTIONAL 23I_0.,0uPANT — i e o A o — 8,442 !1 a t CODE SYMBOLS& Lu GRAPHIC CONVENTIONS a .L1;aNTOSTGITAIIIII 1 aEss o TRA,ES TH TT,E I.INTTIAlEL eER X T�F a,EE„PONTTRaEE.TAN E ----J SAL—IT L---- ENET 0 ---- �2ESASa„STRAS�n�STAN2SwRNassa , F.E. �LAII�,�lT�IENII-TIAI�Lll�TA.1-11 AREAAND OCCUPANCY CALCULATIONS H Cf - -———J L———— cf- c1LLuuTso cI LIISNI 2vLANS rn U zu nEcu m EXIT CALCULATIONS nIn�nPa.r III w a a' 4 �Ih w w ® _ III,9cESSTRAEAasTANCE o r IE CLEAR WIDTH CODE DOOR TAG ,., zX> m . eeT,�w�.nNOAIIIIL-s-cm � OCCUPANCYLEGEND w Z Lu cc Torence 1 sc O Z NALEOIGNESTAREAS i rEcn uN F ouoT `i i �oR �5E N T o w oEu C/Ow USH J U o U SHEET 4 cl 110 RECORD 1-11 N0. 1 LIFE SAFETY PLAN LIN LATE 4 PBG-963 SISITUR oRT a CITY PROJECT#25069 CONSULTANTS SHEET NO. a[Pl,o us ll 1113 P 0 N cA A0.3 a au 1AIIIIIIJIJ I as ,t .h EPxro,n.Ea -d-s m�r.,nv=i=� CONSTRUCTION siAJ G' cIa.NJ9 93P A PNII`111 IIIIIAIII b — N — E DOCUMENTS IP 0-11 u 5 IEN- d 3u 3 �pED qq 7I t n < ,naol o r,n,rtirt � C 11 � �iilry .rel. .+ �.i,yarn3, d p vo f,nelae sstr, d C u F ttadAIIIll drS /ot d h ;DA�Noo� UN 9 N wtl N a9911 [ ] q A d I M i d J II F i I 1� b .df u. — u i L reru, yl m a ,n d — �o _ w G F �a m � T w I I — x,r�ee IT r n " T Iem, rer,rN ,. 1 --- - I, e L, �� -- ---- m cc a — �e,� r,�eI'P a 9 i "' N rn ell CDa. 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FIRE EXTINGUISHER O.H. OVERHEAD I OPPOSITE HAND IVT. WALLTALKERS WALLCOVERI NO ADJ. ADJUSTABLE F.E.C. FIRE EXTINGUISHER CABINET OPNG. OPENING V\7H. MOTH TE OF A.F.F. ABOVE FINISH FLOOR F.E.B.C. FIRE EXTINGUISHER AND BLANKET CABINET OPP. OPPOSITE % AGGR. AGGREGATE F.F. FINISH FLOOR P %HVY. EXTRA HEAVY ALT. ALTERNATE F.H.C. FIRE HOSE CABINET PARR PARALLEL XSTR. EXTRASTRONG ALUM. ALUMINUM FIN. FINISH PART. PARTITION N APROX. APPROXIMATE FIN.FL. FINISH FINISHED FLOOR PERF. PERFORATED LOU�^ ARCH. ARCHITECT FLSH. FLASHING PERDU PERMANENT = ASPH ASPHALT FLR. FINISHED FLOOR PEEP. PERPENDICULAR ARCHITECTURAL GENERAL NOTES AVG. AVERAGE FLUOR. FLUORESCENT P.I.C. PRECAST INSULATED CONCRETE B F.O.B. FACE OF BLOCK PT. PLATE a.F BD. BOAR F.O.BLDG. FACE OF BUILDING P.LAM. PLASTIC LAMINATE 1. THEI NTENT OF THE DRA'MNGS AND SPECIFICATIONS IS TO PROVIDE FOR A WATERTIGHT AND WEATHER TIGHT BUILDING.THE CONTRACTOR SHALL REVIEW ALL DETAILS RELATING TO BETW. BETWEEN F.O.F. FACE OF FINISH PLAIT. PLASTER THIS INTENT AND BY BIDDING OR ENTERING INTO THIS CONSTRUCTION CONTRACT.WARRANTS FOR ONE FULL I'FAR THE ADEQUACY OF THESE DETAILS.SHOULD THE CONTRACTOR TAKE _ -- B.K. BRICK F.O.S. FACE OF STUD PLYN/O. PLYNIOOD EXCEPTION TO THESE DETAILS.HE SHALL NOTIFY THE ARCHITECT PRIOR TO BIDDING.ANY DEVIATION FROM THIS GENERAL INTENT SHOULD BE BROUGHT TO THE ATTENTION OF THE B.L. BUILDING UNE RO. FACE OF ITEM PR. PAIR ARCHITECT FOR A WRITTEN CLARIFICATON. W tA= BLDG. BUILDING FRPE FIREPROOFING PREFAB. PREFASRICATEp 2. THEI NTENT OF THE DRA'A`INGS AND SPECIFICATIONS IS TO PROVIDE FOR A PLUMB,LEVEL AND SQUARE STRUCTURE UNLESS OTHERWISE NOTED.ANY DEVIATION FROM THIS GENERAL Z BLK. BLOCK FRY. FIRE-RETARENT TREATED PREFIN. PREFINISHED INTENT SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. d' BLKG BLOCKING FS. FULL SIZE PROD. PROJECTOR 3. THE BUILDING SHALL BE CONSTRUCTED IN FULL COMPLIANCE WITH ALL APPLICABLE CODES,TDI WINDSTORM REQUIREMENTS.ORDINANCES AND REGULATIONS AS WELL AS THE 7 Q" Bhl SEAM FT FOOTal FEET PT. POINT DRAVVINGB AND SPECIFICATIONS.ANY CODE DEFICIENCIES IN THE DRAWINGS RECOGNIZED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR A h - B.O. BOTTOM OF FTG. FOOTING P.T.D. PAINTED INRITTENCLARIFICATION. / B.O.D. B0 OMOFDUCT TURN. FURRING R 4. THEGENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF THE BUILDING ON THE SITE AND'VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS. AA■ BOTT. BOTTOM PUT. FUTURE R. RISER DISCREPANCIES BETWEEN DRA'MNGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE BIDDING THE PROJECTOR THE 1■■AL—��`— B.S. BOTHSIDES F.H. FUME HOOD BAD. RADIUS COMMENCEMENT OF THE WORK.THE OWNER SHALL NOT BE RESPONSIBLE FOR CHANGES TO THE WORK DUE TO THE FAILURE OF THE GENERAL CONTRACTOR TO FAMILIARIZE HIMSELF B.T.U. BRITISH THERMAL UNIT G R.D. ROOF BRAIN '�ANTH THE EXISTING CONDITIONS. B.U.R. BUILT-UP ROOF GA. GAUGE RE. REFERENCEIREFER 5. DO NOT SCALE DRAWINGS ALL DIMENSIONS INDICATED CALL.'OR't/-'DIMENSIONS SHALL BE FIELD VERIFIED AND COORDINATED WITH WORK OF ALL TRADES.IF NO DIMENSIONS ARE B.B. BULLETIN BOARD GAL. GALLON REF. REFRIGERATOR GIVEN OR DISCREPANCIES FOUND,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR A WRITTEN CLARIFICATION BEFORE BIDDING OR COMMENCING WITH THE WORK.WHEN C GALV. GALVANIZED ROME. REINFORCE INDICATED'CLEAR'ORTTR'-DIMENSION(S)INDICATEDARE CODE COMPLIANT AND TAKE PRECEDENCE TO ALL OTHER DIMENSIONS. CART. CABINET G.B. GRABBAR RED. REQUIRED S. FLOOR PLAN DIMENSIONS ARE TO THE CENTER LINEOFCOLUMNS.FACEOF FINISH FOR EXISTING WALLS,AND FACE OF STUD ON METAL FRAME WALLS UNLESS NOTED OTHERWISE. C.C. CATCH BASIN G.I. GALVANIZED IRON RESIT. RESILIENT DIMENSION LESS IN RESTROOMS FOR FIXTURES AND EQUIPMENT ARE TO FACE OF FINISH OR CENTERLINE OF FIXTURE/EQUIPMENT UNLESS NOTED OTHERWISE.CENTERUNESARE C.B.S. CEMENTITIOUS BACKER BOARD GL. GLASS R.H. RIGHT HAND SHOWNBY'C.L"ORGRIDUNL ALLWALLWI CUPS ARE SHOWN AND DIMENSIONED WITH NOMINAL DIMENSION,UNLESS OTHERWISE NOTED(I.E.8"C.M.U.-],I8").DIMENSIONFOR CEM. CEMENT G.T.N. GLASS TEXTILE WALLCOVERING R.L. RAIL LEADER FRAMED WALL B ARE SHOWN TO FACE OF STUDS AND/OR FACE OF BLOCK. _ CER. CERAMIC G.N.B.' GVPSUNIWALL BOARD RIJ.IRMS. ROOh11R00MS 7. DIMENSIONS SHOWN ON CODE SHEETS FOR ADA/TAB CLEARANCE REQUIREMENTS SHALL BE APPLIED TO ALL ITEMS IN ALL LOCATIONS THROUGHOUT THE CONSTRUCTION DOCUMENTS CF.O.L CONTRACTOR FURNISHED OWNER INSTALLED H R.O. ROUGH OPENING A. CONTRACTOR SHALL VERIFYAND COORDINATE ALL DIMENSIONS REQUIRED FOR FURNISHINGS FIXTURES.EQUIPMENT AND MATERIALS REQUIRED THAT IS LOCATED WITHIN THE NEW = rn CH.a CHALKBOARD H.B. HOSE BIB R.O.W. RIGHT OF GAY 'AORK FOR COORDINATION OF BRINGING SUCH FROM THE SITE TO THE AREA REQUIRED. U C.I. CABTISCH H.C. HOLLOW CORE R.T.U.S. ROOF TOP UNIT SYSTEM P. CONTRACTOR AND SUBS SHALL NOT HANG ANY EQUIPMENT AND OR OTHER MATERALS FROM TVAC.DUCTS,CONDUIT OR PIPING.ALL SUSPENDED EQUIPMENT SHALL BE HUNG FROM _ C.I.P. CASTIRON ORE IT HAND S STRUCTURAL ELEMENTS.DUCTS SHALL NOT BE PENETRATED BY ELECTRICAL,FIRE SPRINKLER OR ANY OTHER ITEM. V5 zu CIRC. CIRCULAR HDWO. HARDWOOD S. SOUTH �� a CLG.or CLNG:CEILING HDWR. HARDWARE AN. SANITARY _ ICI CC XW w CLKG. CAULKING H.M. HOLLOW METAL S.C. SOLID CORE O r o CLOS. CLOSET H.M.F. HOLLOW METAL FRAME S.G;^I. SOLID CORE WOOD CLR CLEAR HORIZ. HORIZONTAL SCHED. SCHEDULED) ARCHITECTURAL SYMBOLS v — C.I P. CORRUGATED METAL PIPE H.P. HIGH POINT SD. SIDE 0 G M.U. CONCRETE MASONRY UNIT HR. HOUR SDG. SIDING 1-TO1 } COL COLUMN HTJ ST. HEIGHT SECT. SECTION BOOM NAME SYMBOL... ELEVATION SYMBOL... n COMP. COMPOSITION H.W. HOT WATER SHEATH. SHEATHING OIIN11— Q CONC. CONCRETE HVn. HIGHWAY BHT. SHEET �iSXiE U CONS. CONNECTION SHWR. SHOIIEIN oErniE o CONSTR. CONSTRUCTION I.D. INSIDE DIA4IETER S.I.D SLOPE IN DECK RN NU1I�N srE ra COAT. CONTINUOUS I.D.P. INTERNAL DISTRIBUTION PANEL Slhl. SPELAR STRUCTURAL CRIo... cPoo4 CORK. CORRIDOR INSU INCHES SPEC. SPECIFICATIONS aoc. v,„1 sEc,ory RTx G F.M14.F. COLD FORMED METAL FRAhIING INSUL INSULATION SPL. SPECIAL e+rC. secnoN SYMBOL... C.I.F.S. COLD FORMED METAL STUD INT. INTERIOR So. SQUARE C.R. COLD ROLLED J S.S. SOLID SURFACE RaAmE,mNBow svmeoL... OO o[rN/, C.R.C. COLD ROLLED CHANNEL JAN. JANITOR BISTL. STAINLESS STEEL sxEErr� C.T. CERAMIC IILE J1 JOINT BTA. STATION s Ewe W CSK. COUNTERSUNK K STD. STANDARD 000Rsvms.L. ''E-InENr F CTD. COATED IT. KITCHEN STL STEEL occR osraIL CALL our SYMBOL... Z CIs CTR. CENTER L STOP STORAGE 3 y x ( ( � O CVR'G. COVERING LAB. LABORATORY STRUCT. STRUCTURALISTRUCTURE oErni+a m _ D LAM. LAMINATED ST.S. STORM SEWER )arum BY...L... Fl�'rFlNs+EO E+mR ( ) a F D DEEP LAV. LA`JATORY SUR. SURFACE EL=»,reo .xLET --- O Q DBL DOUBLE LB. POUND BUSP. SUSPENDED _ DEPT. DEPARTMENT L.H. LEFT HAND SIM. SYMMETRICAL (T LLJ DEW` C DRY ERASE WALL COVERING LG. LONG or LENGTH T WALL rmE svmaoL o— Lu 72 D.F. DRINKING FOUNTAIN L.L. LIVE LOAD T.B. TACK BOAR y / p��v�Ip -_ LLI m DET. DETAIL L.P. LOW POINT T.C. TOP OF CURB SYMBOLS \/�/! `� I W m DI A. DIAMETER LOSS. LOCKERS TEL. TELEPHONE Q Q DIAL. DIAGONAL hl TEMP. TEMPORARY REVISION SYMBOL... Q DIM. DIMENSION MAT'L. MATERIAL TERR. TERRAZZO Z DISP. DISPENSER MAX. MAXIMUM T.&G. TONGUE AND GROOVE Q D.L DEADLOAD MB MARKER BOARD THE. THICK DN. DO'AN f-MB STAFFED MARKER BOARD THRU THROUGH (n DDCB. DOCUMENTS M.C. MEDICINE CABINET T.O. TOP OF ITEM = J D.S. DDAINSPOUT M.R. MAP RAIL TO TOP OF MASONRY U O DWG. DRAWINGS MECH. MECHANICAL T.O.S. TOP OF STEEL U) m DW DISHWASHER M.E.J. MASONRY EXPANSION JOINT T.V. TELEVISION E MEM. MEMBRANE TIP. TOPICAL W } E EAST MET. METAL U Cn EA, EACH MFR. MANUFACTURER U.L. UNDERWRITERS LAB O ED.F. ELECTRIC DRINYJNG FOUNTAIN MH. MANHOLE U.N.O. UNLESS NOTED OTHERWISE U Li. EXPANSION JOINT(S) MIN. MINIMUM.,MINUTE U.O.N. UNLESS OTHERWISE NOTED ELEV. ELEVATION MI SC. MISCELLANEOUS UNFIN. UNFINISHED ELEV. ELEVATOR M.O. MASONRYOPENING V ELEC. ELECTRICAL MW MICROWAVE If C.T VINYL COMPOSITION TILE EN ENCLOSURE N V.LF. VERIFY IN FIELD Eq. EQUAL N. NORTH If VINYL TILE o SHEET 8 Cf 110 EQPM EQUIPMET N/A NOT APPLICABLE VS. VAPOR BARRIER ECOUP. EgUIPNIENNT N.I.C. NOT IN CONTRACT VERT. VERTICAL RECORD)RAVING NO. Ls. EACHSIDE No. NUMBER VEST. VESTIBULE A SYMBOLS AND ABBREVIATIONS EAST. EXISTING Nohl. NOMINAL 1 , 4 PBG-963 EXP. EXPANSION NOS. NUMBERS S� a EXP.AGO. EXPOSED AGGREGATE N.T.S. NOT TO SCALE a CITY PROJECT#25069 CONSULTANT'S SHEET NO. OFFALs. A0.7A C. TOO OF THII.HED�L WIHADJ4"wTA EILIING HEIGHTS PER SCHEDULES SicPONSANFOre"TO HE CONSTRUCTION a. carvsJLraF.WTECT FoaArvrolsraEP,waIES Ea CUFsbrvsaFuaolrva PTarlTlarvs Palaa TD lNsxuxnou. DOCUMENTS EpED;q r. JNs.s FJUJi,_,uNOss nJreC omFa.,ISFe/SiFLCTURPLEud NFERy4 `h .i.J.,TJwLL 1EIAENT of oI.sll,nL�N.�aLL. ¢ lH d cs N P° uuLLAIFS 1ICTU111 1101FFnTPOTINIALOEF F I, TE OFt c rvA Lcougnc N NI M I M�I LL RCHTOCTOFNII'GATHE LLJ = A PEAa IN..ORTEVTDITH THE INTENDED HNIDHED VPPETawcE,t.oESGFIBE]IIV THESEOG.uvJ,Ts. L= Qw: CY H W Z ?Q: h [ sE,nau UNOEGDE OF Faunws eELi A UrvomsoF IF Fggiuwy JNDEOSIoE IFN�ys s uv�s DEI ELL ECT11 U) _ S N U U) III �a U E IT,=Lary LT1 aEFA o EE ECTILIBILINIPLAN �c o. LAN cTu BOND DEAN,ree.srreJaJanL 1D1F11oN ', allosFAn,reF:smJcruP.� HE.ws_cTlor - „ODNOMEA.. ,.TNIAL :aEsraucTuaAL HExo.EcnON H� U � zac 111N1 1111C 11100112 DO DaarGsTa esC d'°ES (Y HEDJLED w FOOD FITe D." LEE nsF xe 6,1EDNLLE W U AT'S fft—-— �ESa�DBE STIFFITIFIL TO' ITICILs LTG Dace�T OJa�rE,s �EreT�D ,�Ts ��E� ZED EFDaErENT. U O U) Z iaE— Q 14-ESE w OF I— LLOHFLL OTHF LLIPFLL-31TICINE11 FIAT, ALAFHFLL DOTE DESTIP OLOD -11HIIIIE1 TIN w _� a- o J U Q d DEr,T JIFECEESCHIE11LED DasEDECT �D+.vEns.FsoJLLo EADIII,n a+sE,v au�EOLLLo LOSESE.T �DasEasecxsouLLo U FOwroNTALANDNETI1CRETAIT RETIFAL I, IET WTORPONTALAND�TICAL1J11L TO, sHeer g D1110 =nrnnori npEOR ae 11 N aoELndTNc nFlcnT.a Fo'.PHE w,m�c - = F.rennori ttPEaDA taC uinnNc FI Ja HaEatm�c RECORD DRAVMNG NO. D NO - C L RE A 4 PBG963 o' CITY PROJECT#25069 CONSULTANTS SHEET NO. E 1111111RENOT 11 A0.7B II' CONSTRUCTION III ISILIN NE,aTS. DOCUMENTS rnE IN e�.IT, E,vscaER-1 emnsrs b. .Rau SIVo�Pe JFE9CE9 FTFL Ca.cE u.GNJoluuc110N EpED q NggI ILL III Spa TIES'x'. 3 PIY.E FL-61 IIllSNo m ISENEST c�E aiEa. x d N Q0 rI TroEsLERINNISITNES)TI ' BASETERMINATION a EOOIIINAF TOIS0'VANS leCaE ArvCIEll NT XI NG nERnTS PEa SCnERLLES SECTIOISFNLVOa IEILt .. OLESTONSsaEeluaolNG ITTIONS 11I01 T011.arILLIlDNI. w N,,,L.muCT irFOR E"E' W,, rxal.usaITsaaNe 2 -11,11TE M1IETnaP9 eEn,EEry rnlssnEEr Arvo srRULTURE.,orvEutT,sTRJcruREslaILo.ERaIOE.villl INsuun0111N G EED I EEL -x gION _ LT= = alOarOlnBrnLl_nTOry rmeuI.ITINORE W ww Icux —ARET Tr uuaraN Sunla s. w Z n snosT sou uo nTTEuunT ON eLanxE SLa r>uTTe uuxRSaTTEoN T - rwLl_Paarr INS I-OS uareR IT'F SE. s. REa No am AARI rT PLI,1s NC EIa'TI,aES - V s euo No,T's TIE nExRSu III ax nss sTSELraNTao aauTnc ROTasoEe �L��, E. ATRoaeanEsarvT-�„a E.EaaRonoR>rvRANRIIEgan-SSDE—ELawRLI_aEsaroExFLI_ PLAN ITERMINAIIONS,ENDSANDJ LUM 1 STUD TYPICAL COMPONENTS SRALE..11 _ x �3 U _ zu o r o U — O E H U � EC W H Z U) W U o �srvoe+e oeoE u z - O TROTw U I"TEDIT, - w aRREEaOI aEaRsEFITRI M o 0 w 'INED R REEN 'IN_ILA I i U IIISEIn aN W ITUI awRISE.ro J oe No Q i.oc E SITE FARE SECAon ONTIN1111 SILL I.- RISE IEII 1,11TININ 11 IILL IIINET O 1INTNU11ISEAANTTII III 11ITNIIIIIEILAITTRE BOTH SEES --Llr ILESSI ILIF 1— ES' I III STnR@,n RR.NTa RI,INN1R11 1 1 SITE S,F 11 WITH 1IDERII All E>IaINS SHEET 10 Of 110 RECORDDRAWING NO.. 6 EIHIOHT _ A 1n1IIII 4 PBG963 CITY PROJECT#25069 CONSULTANTS SHEET NO. A0.8 CONSTRUCTION DOCUMENTS ySEpED 4HC Wd Sy y Sy d N Q ,�E+ TE(If t N = W u / Pniaa GTwRI L / I J `-- I ,O E / / IElI= — / / /�/ I I PMxxD l i I I I ® ❑ 1 I °� � N IL Jj cn /ii I I I 9m a hl cc W L..TEN owrmuocOi O�ax _ On.wEE I a III L xU Rr xxwx RN�r G ES 1 PHASE 1 PLAN 2 PHASE 2 PLAN SGaL, zap SGAUE, — � w H— z snE CENEw,�Nores w I.EXETING— lPo T PRMNERII-OFFFRIMP—N a z 11 wDF D roG oDx xSPuxDR O STRax,,TxRoxcx.EM ORRrwuc.0000R O cn °°moo IT a°EDa a N n.EEPN xG OxTaw oau.-0Gw x :o' E oaa xEEs WwxG� Tax Ox xME r — z OPENC. F.FRIFEau paxmxcToa.c RELarA,E �euw Eas lla DFMwoaxixr INGNEE�woawu�sx WTI. Z — Fxci�mEsotaD REsmoOM Ta iwn coxTanc,ORSRu�coox Eu owxEauo 'iaEoEwEsiivoaaaoa gncETMo NN EEPa KI%�MxWToauruwm ixg�o% pEo oEssn cnaEn.uEwsuREs sxouw RE LLI SM_ SWW mxm c,oas xE,M owar a wvaEPEaxmEo aEo REO OFnauTnTE csrsT uToxexsrs Ex W U T.COI—ETRERExuxDER OF SIM LONSTRULTIOR Z_ Pwvxcr suTs sRnu OF PaaiOEonTTREFRartoFTRE Ruunwc " nM°7gh°,pET RI 'sicuam FEn ouT nes u+oauMRING nuo euiuinwc ExoE�ou aEx�rs. < Q Puxxwc woccoaoixnnaxwrtx aNDaxc xcwuns FOR TREia mxnxucus OPEannox x+*En w,rx Ru we OPEanToas 2 nox. ZSTI x. U U a d' EwsnNG On,l a R RUW coxcORaExar TO SOPPORT O—INc OPEWICIS uxm RExovw�x P 2. UU SHEET 11 0l 110 RECORD DRAWING NO. 4 PBG-963 x x XORL CITY PROJECT k 25069 CCNSLLTANT'I SHEET NO. 7HE qTY OF CORPUS giRISR STPNOARD DETAILS LISTED C�,Q CIVIL SHEET INDEX CIVIL SHEET INDEX BELOW HAVE BEEN SELECTED BY NICHAEL C.YORK,P.E.,IEX. RE G N0.124938,AS REING APPLICPI3LE TO THIS PROJECT. Project SlaU.as Sheet Numberl Sheet Title Sheet Number Sheet Title CALL BEFORE YOU DIG! C1.0 CIVIL COVER & GENERAL NOTES C2.5 DRAINAGE PLAN CITY OF CORPUS CHRISTI STANDARDS INDEX: AxO I�pA:.sT CONCRETE PAMD,IEHT STANDPA0 DETNLS,SHEET 1 DF 1 `OF— C1.1 SITE DEMOLITION PLAN C2.6 UTILITY PLAN CRVEWAY STANDARD DETNLS,SHEETS 1 THRU J CLIM CUTTER AND SIDEWALK STANDARD DETAIL$SHU I OF I C2.1 GENERAL DIMENSION PLAN C3.1 STORM WATER POLLUTION PREVENTION PLAN P��AR CURB RAMP STANDARDS,SHEETS1 HRU l bellxn D STORM WATER STARDARO DETNLS,SIEETS 1 TERU 3 811 C2.2 PAVEMENT SECTION &JOINT LAYOUT C4.1 PAVING DETAILS WASTEWATER STANDARD OATD SIBISE SIETH I RPU 4 WATER WATER DEFAES.MNF I RIRU 4 C2.3 GRADING PLAN C4.2 UTILITY DETAILS STORM WATER PCLU MM PREENRMI LAN NOTES,SHEET I S J STORM WATER ENYTRORNENTAL NFON LOWS AND COMMENTS(EPIC),SHEET 2 R J C2.4 GRADING PLAN S1ORM WATER PC111RON PREIENRON FLAN STANDARD OETNLS,SHEET S 6] ROTE N CONTRACTOR IS RES'ONSSE FOR OBTAINING ME MOST❑URROT VERSON w AN, O"MOYE USIER OW STANDARDS FRCA THE CITY OF CORPUS ClCITY w STMBMES USIER MODE ME PART OF THE CONSTRUCRON DOCUMENTS. c�_ GENERAL NOTES: Q u, r �FPRNI,'All ETA�IE 0Nc,PPm "HE"ENCm IN TIE 11.1AN . _ r wNNEArtHEp ERNI1 E°gAAI°mE sETTOR ALL RE IN aM`�R N°SE"I'AN'�RTEPeo°sTN;wrvs�EE1RNE"No~-ioawFa"w°'Np`N Al PEROPn o Tou;EFU,sT`NI NPN-IN—TAR„INIFTRreEI nre PTHE1 un,ma.,H,RENTRACT11 o"reas ro MAxE SPIN RE„EIIIEIE 11111TMENTE AT rev COST TH FAR EX vre wc�"are. of wo ATHN,Nx�m�Na�R eTHEre�HMs STAIN IN PLINI PPT HIT 11PATIul,xEIATD Te THE-1 RT THE IONTI-11 AID mre�NFTHUAnwel PPrePDN�111T AID IT BE III.TO A INN e.�HNeRr OF TO A.11.PENHEE RF PETAL THAN THE HEMANFEH FE THE oL1,Ns xwx,,I—ANP ICRAI HAxuNP ANN PNAPNro TRIBAL. � ex�nEs AND NO",AHERHP xTHT,wNIANiIs NEmreE S,AINTHN�rex ANTS AFMOI ALL TIED IEI REHws. Z� AM unESTH,aiaTEs nno unc vislERss ixnr°zEriirEs°i�oi+�iriasM�eE'�e iaEs,on"n�cc,°'E,c",rnennoa"iio w alnJ"s"xnli`ei°caoui`niimll�o awcc"eoTc°n"EcPiolPEa<iry caoo FEE aT,aN,PVNcxNi,n unurr cwv+N,NanNEo To wwreE Tx.T TxE s,rervcE is TEreMiNaTm. THE M A 11 11 AN al TIE oxs mTx uMmoNE ore srucr ITT MAiEHiu. H c AT NE euoxEo.mE aNTHecmN FF s.uL xeul as e"o oi�RSE IT, aureesPorvsaEE TON�ENHrINN wNFENT cHr NEco,ATEoxs Norcrexwc oreiFErvAr TTHE. xAu NI cxlcxm wTH.,o sreAiRxT mNE Preiore HE coMPIEnoN.ICNciTHowAl xuAc PeMNc aowT Iwenwus THwL BE APPreoTHo NY THE ENeNEEre. A IN RED AIT iNPremNATH1 DN OAFAaF NXTANEsoN ROiNT IIIT E oo ,Ra�mrvR seea e�eT"ustn vNwE rve.cuae"u��T xEsxe��iva"TIE areN IEIIII,a aar.o"rexvwT ISHI NA waha Twuv IFTER wIBM AHAI AD 11 MINIMIM AN PH c Ore sHAL'_OF 1Ey WEEP.TH xP sw.vw,E PArHwT. HA. aiI,NOSTIFF ASTINDAL RIXUIIa ONI o" mcA LL ANauN Exisnrvc un,niEs vlFiawnr w mva"cE of co"swucnoN so THAT ccNlucs C.BE Avomm.wxw AN Iusn"c unury ore RNowcHwrvo PiPEUNE is U EIE n c RE ILL LEE I P A AA As A aE.IT PF OPFHATms. Clore 1111 AIIIIHMENT SHALL BE cmrePiNATER wiTH THE APPRPPRiATE unurr 11 IN MEN THAT Al BE AITECTED ANP IHAIL NE PEIIAIMEP IN THE 11SEENCE OF Omcw,s AT THE AFIECTEP unurr ANP TO THE AIFECTER I'MEAD I—E'l sTANPANPs IN ERE—ANo mEancAnms.THERE sHwL BE No sPAreATE PAYMENT Tore suo AoausmENs ExcwT wxEreE sPEciFirnuv oEsicNATEo IN ME Platys. — III lu C X �a oioH" FCAMEP PNPEH<HEAs OF THE ExIsnNN rePAPrvA,BE TwPPHAH,PETwres THAT are,reE PIreEP IN cArerer,reAmc Pre�Ore TO oPMPIEnPN OF THE s,reEET 1M1100EMEN,s,THE oPN,reacTOre sHaII aPPIv sPreFACE,reEATNwT AN TPP OF THE NAPE PH NAorerell MATERIAL PNnI sPOH THE TH<T,HE PHPPasm PAMP,wT EDITION 11 EPNs,rePC,EP.THESE,ENPPrewr PA-E Ts oNOIPP�NC PACHFIu.SAFE MATERIAL All sPreFacE TREATMENT)wnlE NOT BE PAP FOR P�reEonr BUT SHARE BE BEME DO pt: w DO I ELM E AN III AT 11 PPE All FINNTT IHA,L HAVE IU1H c IF-DIET RANTS IN ACPONPANPE.TH Al.o-Trz c o DO I IAS_CU RE LASES wSSOAr rO IRNPIErE THE HreE H,oHarr HEM-1 THE TEE IN THE Mau ITHE ANo THE vA,vE oN THE Iwo IwE HreE HroreANTs INLL RE IocxEo AllvAIVE Rr usE OF reET.NFE RleHos ON oucTlE THIN PIPE C-Do E wTH TIE a,uu..wo ronauE-Ano-0HooAE.avers vm asTx o-Te-so ore meeusAim xoaE ouu wuI aiaE M.wuTunreEo IN accawaNCE mTH Al.F ToaTFaxenti,s ANo wTH cAseETm,wTEre nsxT aairvs MEEnrvs nsTM onlr-0T(mm(unuss no�Eo ommmsE on ME oHAmncs.clrss iv aoNFcrecm c aivE sxuE BE usm wxEreE Tm or aiaE EnENas Tura suesreaoE ca ensE } E FEE canes SHa„NOT BE 1111 roe SEIIIATIIr NUT IININErem NMIlINiAR1 TO THE AARIIIs 511 HEMS.PIPE ISTMEW IHAII NOT PE reE UMEP AT TARAPF ANP mowE ccNNECTONs. s ML TY'PHILEH AS HETUNEI THE AXIFIIIPAA is IIIIAN ILE Fore mOrePTHATNI Aux THE cu LIIL LY PIro.PER ANo is uEIROBIBIE mre PA-Au cods;ssmATED wTH roNNERIAND cT AIMI MENTI (, ATENI OUT AT TO AN FEE E.1 IF RE PAio Fare PIPECnr R"T 111111 11 s"Rs1o1Arer TO THE vareioui RI"TEus,"NIEss mHw„�s�Nmc.no.THE coNTre.neR sHAII PreoNOE A rzvPeRArer rwcE FEOM THE HARE AN Exisnxc FENCE reEMouEo RE MI THE mE Premaseo FwcE THINAOreA RE 1111 Fare owecnr FIT coNsmww s"Rs1o1Arer To TIE Rio nEus 0� '11PARO'11 111 11 IILIBEI IN THE SET SET 1IT I-MEAN NEW T�BE IIIFEI.1R 11 IAII BE FUN IXIIIAII W TO MEWEELE ceaur MArzaiAl TH>u eE PAxAPLL APMixmaE MANUTACTHxm OF cxecE carvsmucnaN PPaoucrs AN APPPavm IwAI.wI HowAG,I ceouT SMALL NI wPPum mTx A Hixml coNTAiNwR,000r c PoenANo wMlw z WATER Hr Am zimeT c SAND AND ere,c PAxffiIL MixmPE THUL eE Peo"oco a,AN mPeo.o eEAm Mix suwule.wI uANPFAcruPlPs e,Pe¢INTni.sxAu.NI wxsuum rw ANY nNu AoaunMlNTs To iMPxoN FOR FmwAemr TH THE uixmeE H i A r omcAcr aimNr i t A r - TRAPEC W aH�cFEs<PN,reec,ore�s re,sPONs�R,E Fore ecoo�re�NO ePPreove,of e,RAu�c coN,RPI PIAN PERMu FROM THE cur,re.uc wOiHEFE AND IT uuTH RE iH cTNFTHMANCE.TH curerewT tuxes xeNR+I ON PN�FPreM FEeFE�c cONTrecI oE.�csr(THPTm)TH�s�NauoEs THE coNs,reocnoN TH oRwEAArs AND coreR a Oo,nre�N Posuc re�OH,of Aers. W F ,�HIMI NA�NTHRPR FE TwNENINY AWAFER 1NTTAIIATRN ARE RwPreAL nF THEre eEEPRATw oreA.LL NTT ro RE PAP FFE IE—AT,Ir RPT AMAII RE wRE�R�eRr r, O wiNAH wTH THE aTH�mI wmIFE oEPAN ON TMENr BECANII NEmunoN ON RmInwMEIN or viniNN sin,STAUP sua�eos nwTE sws ora��sN�EY eE NEouiRE Z I'MRI rvPNH O MINIMUM OF 11 xRxFE NEE`FENLAI TO THE ENRNEIR AND AIIISI�THP MINI LIPRNAFErer PRIOR TO REP"INEP TESTSNRreM FIB RF,re R HTH — z — w LEE! z cE sHPT x ,HE roN,re nre sxeLL P wxE HE LHY wNH A RRPY OF AATTEN INAll—PNRwcE � w vxRN Is,AND THNTOMINA,ER ExRAHAT.rs N A RAIIr APPxRAN MANNo, w FUNEN NVRI OR c7 TH ABLE FEAR NO 0 Tr " xN x, F A u N Ann.A T N N MP AN .TH TH xA M, A F NH a T-11 NTn . oa PER tags R,R s I x E N I RES x x E°E>E P PreR ECT THE PPNHR I F ANP HEARTH PNTI THE oHH H NEEN<PMP EP P A EP m Pr THE ENNNEEN ANP R EN.ALL NANN<AP NN THALL NE PR E RR a RE .PE cEI ANAx reE W"ER PEISTI THAT RAN ONIr BE ssPEP TO 1XNTIAR ARE TO BE DNTANEP AT THE CINTENTOH s EXPENSE ATIN I AN OIL I.m,THR w RRTHe. NIMAN�MT).1IRE. i p le< �A(%F ND U U RHALL TAxE eoE�R AoEowA°s.To`.NIrvP°aE°P"IMME`—ITIU"R��"reRI,IILITA"=I ELD_)FERN 1.11zANPo .TEEX1s""s"pr Nns""UxasmRlMA RESULT A°TME1INUTNNRR SR1 PENRAIPNS All TR RE 1EAFFER IMMER�ATEIr IT THE EXENTreAc,a,TIE A111DIIP"slNIIAR Pre ERPAI TR THAT EusnNCRYEAE THE RAxANE PONE IEPANI SHALL RE FAIR TR THE SA1sFAS1AI IF THE FSEXUTY AIDED AND THE PRINEzR AT THE CR"THAITPAR (n J LEMsuTEHm PHCFExviorvAl LAND wmEtnH. I THE ERE—THE IINTLE"T"'HALL IM ME To EeI IN FEE 1A RED I FAAT.(PE w�ASRRues"c'a iuc Aw"ASEwaRre uFEawaTmEa"ux sPv reau,uxc�wnsswffhre uN�ore�cIA sRisN 5 o XxiEPo¢o Nryo ESFECT"n reN E noox U MueE'T"mwe RERuwsmwTs of.w TAc aiT,E,APPwow E(ossary cRRERiA PRioR To znoe),Eo TAX ziTes(corvvENTwu couscnou srsTEus),axo.so TAc zno a(a7(waTEre xrnwE7. noF[s)AND SHALT_'RO.PE THE PreOPw FAMMENT ro PREVENT IRA',co"uFcncN. 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SHEET of RE alum mH My ExcAvnnwu CHAwiTHw THE PRNuc HicxT-m-vwr.EAWN61 AN'xawnan MEms nry A:nxrr THnr cNEI TO Ell NEED FEARurs.PENETeTU`nns.oreN E urvoEre uur AIFACE EPre smEET,IPEwux,IIIIIE PHAMACE,ore IEIATm PRNuc mAN-1110I INFHAsmucTTIE PPRPRs PERMHs.0 NT BE INNER NY 1HIRcuVSTOTEANDY MITI HIS BEEN HIN PHv,CrIMEEP.1.xRIIINIRNTEI IEPPrewmr1 REsureFACEP w THE PRESPINI TIE-11 FROM THE DATE PF AccEPTANCE Nv THE Pueuc v 1INIII10N RECORD DfiA419NG NO. T11 H�s PreR�ERT HA'reEW�reEs RN Nr m A sE�R�HT,EPEIRHN°°;R:=L=EoA<RI°°N°EE°:M°SH="; REa�w°EMEITE='��Io�° AI 11�AETAToNse°TFBI IFFI IN TAP°ANN IAX�TO INFOA€OR'�NIIECIENI A=�RE�DIUMEN ENDNEEN 11 REIROBIB"E�.1 IISAAFIT R°S��RELON NANNTCLOSE OUT PAPEH�reN YORK ENGINEERING Y CIVIL• PLANNING• CONSULTING L PBG-963 r �reu�.�'r-repwx«re FEu,FE,re�reT CITY PROJECT#2318T CONSULTANT'S SHEET NO C1.1 Project Stalus ifflz--i4 "PPROMM MUL XMH MW .111 UNU Al U— V EX:ISnNG PAVING W 9dE'W=LK. Lu LU Z EE) rf�Eft ElE w a 6 C', , cc Lu ED ff E LD 0 Z /se Jr Lu Lu EL Z C) Lu LU Lu Lu co U) IL or < SHEET d IrCYORK ENGINEERING RECORD DWANG NO. CIVIL-PLANNING- CONSULTING PBG-963 CITY PROJECT#23181 CONSULTANT'S SHEET NO.. C2.9 Project StaaNis "?a..°.p..a."' N W In? Q w O b W a ?a'. rtNssY� a � _ Iln °� �_ _ •� NC QEM aEiNLS) T FEE N El Cr w w 9aa 0 0 U El bJ (9E NiaNmart4 y �} N. a q - --_ nls¢ntnarrzctwu vnlsy • �. H.]B'C�AFa19[a rat NLf °n I"'—Wd a.o ns--�{.. 4 a'd Marc stNww aturs) LL ® H LU a•.T.n.. h� M aC And\ f�yj'I n �_ Z m.ma Z IwltW NN Pai RnY (P�FR _ Q LU a(�Nsrsc cumNlL n•N61 � Q � J = LL U z U W E C� K 0 U o SHEET of YYORK ENGINEERING RDRQ�.j CIVIL• PLANNING • CONSULTING Q I ✓G-963 CITY PROJECT#23181 CONSULTANT'S SHEET NO. C2.2 Project Status IW '!eae LEGEND a N I, ? i I,_ UCHT DUTY CONCRETE PAVEMENT Q w 9 C MEDIUM DUTY CONCRETE PAVEMENT E LU Z p' HEAVY DUTY CONCRETE PAVEMENT E¢„ Vm ^•-•^' e•p•_ ®—`—u—d— CONCRETE 9DEWALK STRUCTURAL CONCRE TE e=" (SEE STRUCTURAL NRAL PLAN S) E%PPNSION JONT FEE uE: 2 El UD0 0 .n a owu,R. m =CO ® a Iln n �IM�cc w w CDno U O E ❑ _.. .. d 1 ° LD H- k H U L.LI Q Lu - ~ Z p U � U N w U Z Co W EE) :2i EL W or Q U EL o SHEET d YYORK ENGINEERING RECORD DWANG NO. CIVIL•PLANNING• CONSULTING s PBG-963 CITY PROJECT#23181 CONSULTANT'S SHEET N0. C2.3 Project Status o9 E°re ® iueae LEGEND EX. EA TING as N rw.�rc�R FG RNISHED GROUND W ur TC TDP OF CURB ~P TIP W OF PAVEMENT Q w PFR orc A FAA 4� 4 / ° A TW TOP OF WALK C i— q o<e ) I✓— / — ° FL ELON LINE --800---- EXISTING CWIWR W� 4. —9N0— PRGPGSEU CONTOUR Z fG EXISTING CONCRETE ?¢•.. 0 FF 25.47 e °4 a a C,011AN, /ae a ENSTNG ASPHALT — WNCRETE PAVEMENT WNCRETE SIDENALK v SNALE FLOW LINE / = W (�f —— OE BRAD %9 MU c� X1no EOSTNC SPOT fIEVAIIGN Q �� F d W ,r(taA ENSTNG SPOT ELEVATIONlij 11i W L i Tx O w p/y .—� GROUND PDT ELEVATION �_ � A wwooxxTO l® PAYTNENT PDT ELEVATION r W ~ �- z,a F ❑1 �1 i` I z A ~IAI LU uo �Q a r N LU Z a �W e N..N.K�aAN�_R,.�' o Z ® I� NAND PAADARNT�N G NT A�6 z Q a D�a� �Nu I LU z ® ° OOOO�OO I �� x�L, U F R a — — — — ° � a - - --4 IL — TYPICAL GRADING AT FOUNDATION U nLTs. W�Nnn" IA LEOPARD ST o SHEET d YORK ENGINEERING RECORD DWANG NO. CIVIL•PLANNING• CONSULTING s PBG-963 CITY PROJECT#23181 CONSULTANT'SSHEET NO C2.4 Project Status —.—a—A- LEGEND EX. C.—C - =III'.—Z.Mif, FG FINISHED ROUND a, TC TOP OF CURE, LU TP W OF PAVEMENT cA TW TOP OF—N FIL FLOW LINE ---- EASTING CONTOUR 4 4 �4 4 -------M— PROPORD CONTOUR LU 4 z 4a. 4' EMSTING CONCRETE 4 4 4, EASTING APHALT 4 4 CONCRETE PAVEMENT 4 4 4 C? CONCRETE E3DDVAlR SINALE ROW LINE U) GRAINE WAXE K"Ni, m3m Lij C-D X101 EASVNG SPOT ELEVATION U3 CO 6 cn FF 47 T UVATON UJ t-a 1—1 ui .—ATNN-N ..l_ l..lAl -O MOUND POT MkVON E = kN U • 1 PAVEMENT POT EUVA71ON C-3 '6 E LU ✓ RUNNNA..1 z U.�97 -CRE :02B WIN AT GLAUNIN—NXDN AKE A .r—=H—AT AL =WNu NA LO AT NNIT TC Ul� NUNN —L No CAT-—AN E N)TON�NNENED �Se�RM ODUORATING NTH LAN� '4 NO W NNNNM L.LI 4 4 4 4 -mm 0 4- NAARAL—CMECRI A-1 < /�NMUMU—WLL 1 11 AT :�, Lu ON THS MET.II NO UK NNALL=WM7WM`ZL 0)1, VAI I I Ull BE A—I (PER =2"— LU 1 < RON XNEEPA. (D = .. PRIM\V C) 0000000 -D' --14 9 t—\ IL 0 TYPICAL GRADING AT FOUNDATION N.T.S. RE RAM LwPAaD srSHEET d -9 rCYORK ENGINEERING RECORD DWANG NO. CIVIL-PLANNING- CONSULTING PBG-963 F CITY PROJECT#23181 CONSULTANT'S SHEET NO. C2.5 Project Status J� y LEGEND` ■ —'` as�o LU ■ ¢AA[A wwAFS pINH1 xiaoxo,E nw ulAa' W�? / U oxrn[ 1 " ; (-GAR)(-GAR) LU P Q p + a an can"m Z(Y p f tea. a LeOP wo.,T 55 RUN-OFF CALCULATIONS f PRE DEVELOPMENT POST DEVELOPMENT DA-1 DA-1 A-D3D A=O.70 FEEC=0.80 C=0.80 Cl) PRE-DEVELOPMENT T,_,O mD F H,H,Dm) T�10 mD Fm1,", = 1,=8.70 h/nr. Is8.70 m./nr. - x Q.,=375 cf, 0.,=375 cf, C.E, III GRANAGE NOTES �h oC w CD o THE SUBJECT PROPERTY IS CURRENTLY FULLY DEVELOPED C.E, LAND IMTH ExISTING BUILDING FACILITIES AND PANNG THE DEVELOPMENT WILL DEMOLISH ESIISTING INFRASTRUCTURE AN O E D CONSmUCi A NEW BUILDING AUDITION AND PANNG. } THE SITE CURRENTLY SURFACE DRAINS TO THE ADJACENT PUBLIC RIGHTS-0FANAY.THE PROPOSED (� DEVELOPMENT WILL GENERALLY MAINTAIN THE ExISTING DRAINAGE PATTERNS. __ _ _ DRANAGE cALCULA ON FOR rns PROD cT ARE D SED ON _ lHE CURRENT CITY OFSCDRPUS CHRISTIEDRAINAGEAMASIER /e /� -' PLAN AS WELL AS THE INFRASTRUCTURE DESIGN MANUAL FOR PURPOSES DF DETERMINING 1HE COEFFICIENT OF /Se _ / RUNOFF THE LAND USE OF III NESS USm CT WAS CHOSEN 1. FDR RDIH PE AND POST DEVELOPMENT COND TONS.A / o ES IS LEE! ASSUMED MIA FALL E OF NI NTENS TES ARE FROM M E NIAA / 0 ATLAS TA PO NI PIEIPITAIGN RAINFALL INTENSITY FOR Z / v�;' CARPUS CHR SI,TE%AS W /3 TH5 DEVELOPMENT cONPDFS wm mE ctts MASTER U 6 pRA NAGf PLAN AND THE PROPOSED DRAINAGE WILL NOT Z ADVERSELY AFFECT THE DRAINAGE PATTERN OR DESIGN OF _O Z THE ADJACENT PROPERTIES WE LIE! LU / _ Z W d ,AS R, N AS f o 4- POST-DEVELOPMENT o SHEET Of YYORK ENGINEERING RECORD CRAVING NO. CIVIL•PLANNING• CONSULTING s PBG-963 PO AR ADD a. UABI—a��x�x� CITY PROJECT#23181 CONSULTANTS SHEET NO C2.6 Project Stalus ifflz--��4 LEGEND N—MVIA-0. ,A ISIALINA A I "I I I`v I I�311L"1 1111 I TO 111 TLl"Ill Lu 1. LINE U, ARS—III—1x—TI-11 Illulls, TE, LIJ Z IS III 011 111- EE) —Ul— III LINE IAPPRQX LOCATION) 5ANINCCRI SEWER LINE 4 SANITARY SEWER CLEAN OUT A A F11 WATER LINE A WATER PETER 1111EI PEI I E P I E,11——v I —— — —,— — , PllPQWEl LINE 1111ANT AEIElILl OR. Ull PRII SIAR,T F— ,,nO ERREW UP Al U) ElE C-D C0 E to 6 TCTM ED C-D El E T, Is V 7 PRE—T OF VA— I-M WADC(M I ONE U. R. Lu AL I-- E14 OF r m AI, Lu M IS < r Lu CL Lu o 0, C") F— =E, 2 0 11 q EE) IL ry, 0 o SHEET If IE1111 1 4S,NG NO. rC YORK ENGINEERING CIVIL-PLANNING• CONSULTING PBG-963 RI WA I I U� CITY PROJECT#23181 CONSULTANT'S SHEET NO. C3.1 Project Status ro xEr mE xE ieruExs or stair eEeuuiioxs caqIO scAr� 11 111111T INTIN.IE_"" L w El 1 a Ex ,cEsaEex Pee ieE�xeex mn� CExxE x xa11 E r eE LEGEND N nw EaEtErvncry o[inir txmt us u[EOEE 1. ------- -if sli i[Nc[ W N axisn oiww axcE no.azzxn,smxm ren rvnnx w xµ"aEuT eeocxnu. r x ccreEus BMP asr ra xs¢r[n vssnx[. ilW ,.� Ill s s...Nnoa zsm�aor.e�Wa Z / r ; EE) a[a � _ 4, _ S — ��41 M El reo<a nar eae li— p� z ft Ia,o-,d on,< oa., man I ro� ,m sa.m ,w.,,.m ,.axe,��e a Me — Z El i cn a�a,ti Eo�we�e�oo�E }�III1f I .Ilhf OC w ��a�u w a...�r aa,v� o ff r W a,aa�ercxw �ea�a v ma a s U m o� P a .,a... o ®�.�a�To, FEE z 0 o.a, Ponae, xam ,on,. U w TI s I Evil Ia.,POEs E,n I E.,- s aea11.1 11aaaaxa.ate,,.,f oEi— — w z w ¢ CLU thut a ,. n P �I—B.axrsorxf�� -I . T!m U=.w IL pp- o..axaPo. v cf) aye ue oe��wuv a�,�m. SHEET of YYORK ENGINEERING 1E11111R4V NGNO. CIVIL•PLANNING• CONSULTING s PBG-963 Itxa� „a� �x«k a�,m,x�xa CITY PROJECT#23181 CONSULTANT'S SHEET NO.. Baalr aEEBDmRAEEM EEMX�Y C4.1 T/2 AED PE mlucR Ai DB Man 1_3 Pro;ecl status MALL BE RAN MR m 2-N MB1M T - -... --- uYE - E EroLDRARAs D°XER'ffEINm nA�A Ail`�"`Pnw C omwel IBe sVAB w alwm BE P inff�rne QE wen Tmm RN�A.nE uYe scalrm sEs r �6zoB�o� Aev=.E�Wiw�Xm�nB�PR��c�I M�,'A u Ar.m t fi.A, q •r McxT wlv SECTION -Y MLELM w 1 i•r Enrr wlv CONCRETE PAVEMENT SECTION DETAIL �l"E°1re' °' ,m,� •� N.T.S. T N MMISLR IC Laic END aR ED N MAIN_PA mRe.wD aNB w aTER suu ff rslMMM P E. SILa7ur r¢P.s4 Yx q.Saa+*" m_ AT[nn.wnrs LU LU r- �L w wMsrtut smiLA L E w eARs DMMED,s aw men ro PImME♦ BE Ai Lun r umM PAwvIT EMBED AND BEmxAE smvxx wom JBEaD AEAE,E AMA- DREM s um,D E DM NAMERE wqn [xrs BEE.A�n� m'1AeE s 5 A dEinE�P,Eus l-FT4471 i �— i JAN.ANi�Etn=ZNE wu[ Nat ALLo�As.3/�=,PAlaw�iMMx KPnm Aiw-r�NBMMLMM.REMrs NaplaiawL'Eµa SEEaNEranmmr srIf— RINET ' tax cPe A.'.ALLsiren.cRAME eo.fr=eoaoo Pa - CI- APAID, BIAw E ExmEm _ rm ff mE xn 4 aMAss �a`. Ra"m—PanµinerB"n Eaa�r g irv�g¢nc mENr�al°�ueni°s OF s ni%zo-n°RnPe afire•BEmm.wABelal ME LAAT to ff RE Ew Tu wTw RE aD N ENAx mAE m�irµal nlwBa PPwn io nlrnixmr'A b1M TE GREATER MAN NE U. D o. Au Be RED In - W cA e oaA_LTa Mauu°xiE M°�M u t nA wE ami 4 EMT nPAIANa}w.Y.)Anm Amur B un Aw mYPurm.arELs Buu xm ff amw a.cMEEERMrtas SLOPE ar sDEwwL SHALL ®Aix xl ss sP'I"Ea cAurnorES ev mADes ou PLAus. Z p X MXaIM—Asme lMural manure PAYING CAP SEAL DETAIL d' PDROPANAPEN ,ETMRE.iAE men mxffTEmMs ro a�A�mrmiwBEl Emx m,E BEmx E ME cw EAL PIaAE Bus Ip•.IRBE RAmva fAaEAma N.T.S. r ` a" BE aL nuMEz wEz saDmisi mv,cwmLlw—AN=Mm munn`�`_mwne Pumas. SIDEWALK DETAIL PI.�R T n AMEs.ununR mE cw m'Ew�mRu.LeMR mDEE ro BeBE®aAmuMnww w E.X. m'Yol"NJOBI nErxaBMaxRERmEAmmDEErumrAaBEmTETBEa PRECAST CONCRETE WHEEL STOP DETAIL xrs AA N.Ir wlV an ■ In.ME A DDNn ALDNN DMMF As late m MYNR nDNERII fen IXADBEC/AN E.WIm N.i.S I - - - aX XDrvF R ry F sv[cr cAr s ± x W- — ° - r �0.5 r "x8 Bo-r. NEW TO EXISTING SIDEWALK TIE-IN DETAIL N.T.s, U- PLAN VIEW reErvry BAREcPR5P0FCA"crvsIII co xa—� T �E P" ff a�s�E y �re DD IN EAw rnr Dax Awlr xTm„r ww AARDM aaR <° c Q PLAN VIEW CD,M. IB s - - ° s•`- Avmt _w O o BLOCK CURB DETAIL U E N.T.S a/e"rX ac ounouo aurE �'. - — E WINITo > m VERTICAL SAW MT PJONT ER SPECS SEALANT cona rlossR Pu.FMAcn s oE) �/p^ � m v s •, / U Q MDE TD 1/4-MDE �wrvT w,Ere A, SECTION B-B(TYPICAL DOWEL PLACEMENT) SIDEWALK TIED TO PAYING DETAIL NEW SIDEWALK TIE TO FOUNDATION DETAIL X x.r.S rvv AD MAN.JDINT T-11D 2 a q^ s xaA re PER PAYING DETAILS IIIL F usiDu 5 D 12 m•o-c EADx war SECTION B-B ;°"ApL)rvFFX W SAWED DUMMY JOINT DETAIL(CONTRACTION JOINT) N.T.S SIDEWALK DRAIN DETAILS - uJ cote L B P B ERPAIMaI BDAm aw REAL 'm/4•AP�axn`aw�Pm eN Ei _ O Cn IV ce3NEBAR ,r LEmRI J /f Emel IFA E aims Sb' s-• ID Pa BEMs colnuuous w/a/a'.�'M' Z F fEmaPAEEm MD '/®;,re eITI11 ocmL A.I�A,sox aorvs 1IPEILI FITENFoaarvs uwory nreMreaol - w w -_ - EIE7 L wL /... 1`-1 j p El L° rt „_ �DMmLDRNIRITE o B/A•—Ema�X T ,XEE aNB IB A M ME mPNM E a ff Pm MM m wRRaE r ff BE RE men RrM°P DR'rl �Arvs�DrvT DAP FAL EE —sneA1r- TURN DOWN WALK DETAIL EXPANSION JOINT DETAIL FIRE LANE STRIPING DETAIL x.r.s. _ CL N.i.rs. N.T.S U M II��EA.WE�A 5�U."r-�P 1�WE N s=sIRABII;AffuxYW Y 5a�Yl1LK NI s%s'PASSNM��A B NOi m�As�EMii 6 u—" B" �� FORMED GROWE(1/e TD ,Y)NIE SEALWT 6 a's(whir mnrxum YIM.ME waawul AND vxNav nnaa:M,Pnxw¢wfmue muEL rA,N Its(BEE 1/e ODE)EDGES ROUNDED PER SPECS PRUDE SLEEK(SPEED �vARCL TD 1/4.RADIUS OR SAMD LOAD 1RANSPER sYSIEAI RE RAw.EEEIE.RAxm sots BxALL aI PmXmEa D-' m MPR1.D IOU.) -——A LAN_ m Mf ThKARM Wllm mAfACE¢at GMD1S RNVB X NBYaIE PRWmtt lIXNE4 O ARE BE 9. ropnaeL rEmLA oLTINN M�a—ffyM��nrc MEW RNBAREMAYBE AWL�Y ME�aDrt Ewnw E mE,aAs.LwE:Neurr B[w (IME)PRwArf.B aB APAREPERm Br aE¢PAwAai PER Pun9It ERATNG � TEPDnm(raR} d 12 TMiEpEUEvaX YAM ae tixvs aaUNLESS —ON— RmE.�mm DEMBE-1=OPEN�T�Aa BRRER REE RAWPS PINT nm mR>m r MR Pwr AT Am Lacnnm MAX:.IADER ESE ENL X /tea a REATTE. MNc sLMPEs,,a,LAn:,aBm mlrum ulM DDMEL NO.4 BARS ON 24- IX CONE •PROP.CONC. IS—R�msae fen PEP ARD sffwxx aNsrwcEn ONPLANc wen Au—1 non REDAmlars Pus urc mAmnms AAw SHEET of CENTERS INTO EL PASEMENT ��"NO.�Ps RmIEs aD smAa WRIM WAITS mama SYNC mnr film BIDS Acc®wtt xaNENEI Plem RMAs-J.awLr WM ulamWs WM MsaulEs=QDI) m ..:,- AND SECURE M1H EPDXY ANaID AEA AR�ND M,ML E AEARM R.DAIE,ET PAm Aawm LATEX mAN,D MARaw PMX1(TELL�,MND,.NBE,�DE E�mEm AND ExL BE A mD EM,i AmDDA,IDX,aDND A ID E Ra YO R K ENGINEERING RECORD ORAFI9NG N0. lfa BANK sxwLE E,a RMAL BE BEE Aa>Rr m W wmECT nas aILE E M m ND DOOM NO EPARA,E PAMENI Mau.E A NNED m,E_R DENS. NL`�R:anmreR Y ROE D M Brwcnm wAamDimEREATE 1'WIDE DRAINAGE CHANNEL DETAIL NEW CONCRETE TO EXISTING CONCRETE TIE-IN DETAIL TADAREaIAEMmTEKMDDASAcamElrrsrAEANGINDuamMmEARxnAEmEM=,.,sAw xis �CIVIL PLANNING CONSULTING s PBG-963 N.TS M ME NO PAS Z s PAPANIWfn n=Ia�6.9IEa=s c``R&.W-0iNDTm m nwe.LETTERS Nuu E It xX awRACIa NDA .,J„�„o_,�_„_a, ,ox a„"„„E,�„mow,„�. � CITY PROJECT#23181 CCNS'JLTANT'SSHLET NO. N RE HL LNL o EAn o IN IN2 ETE BEEN 'Cp H E THIGHNEU GF E.STING�N E C4.2 IRATHNDNNo teas PE xllNq rTH UNPAVED AREAS PAVED AREAS P Jett Status .nEb°L EEe,ABLE L�.B)°:RE�i EAVEMENe GENERAL NOTES FOR BACKFILL I R IRE`„ M9,EwAL n`�4'uLN.oEP>H� E G a R K wv�A"I ` L f�-lR i�f��i��TT Tz� Pp (BELGWWPIPE iG Wl2 PBWEEPIPEI (GRFATER�TVI4N 12'ABGVE PIPET A) xus TTT� cne)s o2 RE "I 2-,zru ��\ af�l i:::��\iFu\\En a SECnaN „ U 1T.DOT -2L`N NrT, THIN THE uA,EaLAL EaDDI2EA Al EaUSHLNG IF NArIa,L srUNE Ua ADLAc¢rve B,�E. aAUEL. F'L EAAL SHALL NEEE EHE �G - OF FE aEL 00 CACLE0yrvn N of SIR SAC HI aT IE.Eu./'I IIA IGER zLn s. T Eouowwc_ - sANa)vreovioeEl rI N i uarERuc EILNG rnf EouounNG pP as r u5E 4 SEE rk+tE 2 �IFiieN B F K`N" Nam' y i NATRIAL FAR. LA u M Ne�z E Enu 2 9av uaa areA zTM cema(Da). Co. 959 $ oz �QD:DID SL eEAVEo ATACrvE 6n9m PP 1 Ur TER E CA D LO LE D sw sue �w w ro+Jz or ovn�uV�u. —ow scc raeEc z rcu a '•YN�` v�s„olr (J to Mae o 15E ' LU Z p Eo m 9onortr or reCgo aaSE ,z naovE vLVE rave L R�/SYfEo SIUNE H GRAVEL"""C"""A"oF. RATER PL SEE.TABLE uR A.11NIIECE .—AICIESITE-11/lEu.1 GRADE 2 IL11 °V(L"T"177"em Ho W12 5/GrJ nHo 5/uLt ruEEr zNE F " 3 oR 4. oN AE HEI IMEA ALL-ALE H-J�zo SE A ER" �NZownuG reEo -ACOVEN N SgNo lEl E Da..2 pao - - IIIII IN IUR MATERUL j2oo Nv T TRENCH BACKFILL FOR WASTEWATER LINES o ob No�S,oRE. IA AND PAVEMENT REPAIR FOR UTILITIES sroAr+i IFGETL.0 ° -L2 np".EIR r»EE5• ,re Dw. umrosnuE TYPICAL PIPE TRENCHING, BEDDING, 7 AND BACKFILL FOR WATER LINE U N.T.S. Z 2 U 1 '7111}}� T HV s LINT crE w Lli G <;j AoU~ E DDUBLf DETECTOR TECTDR OSV GATE VALVE,FLG.WITH FREEWHEEL >_ cnLcrc VALVEAS (DIRER 2 EEp F,SUPERVISORY SWITCH(TYP.- PLACES) U ST IRON FLANGED covens x>ime wemm Ix PAvn.Lwi ore sorxux. cauaurvcNrA �ws - PTEao,LEND 0 0 SEWER CLEAN OUT N.T.S. cam�c oNTMENT DUCTILE IRON REDUCER Lu Uw-FLANGE Z GENERAL WASTEWATER CONSTRUCTION NOTES. - LLI U ,, THE R Al EE,REWIRED. Z PROTECT"ALON, IF, AS REWIREDN 7E. IRED Y' o (n z. e'a r+ECULAIINI EIO za TAe IHI"D ter oIv enLvn Nlz DZ(2 DEao)H e hrvinL mu DE unuzm eErxEEry HE VAULT S crarv. FAILE Ll_I a. IN IN Es INITMo)iBCL ArvD Nusr ADHERE r0 es[ DR a SVEaHm Br THE INIPHI SHI ND HIRE PEaOLDELL rosrnorv, - I J Q I.I.wAl TLUCKNIA M ea�IaNRs DLL eEs DIVIDED TC wI ITANo HE PROGDER OR RECUREDURFBIJENGLASOHARCALEAT,LEVY PRESS E DER ALLNIPPC. DOUBLE CHECK DETECTOR ASSEMBLY (DCDA) EE GI NAM 11D EIEo,>aHVE rreE - _� SHALL BE R rvD EALeo AE AIRED EEALaasHET W/ FIRE DEPARTMENT CONNECTION (FDC)WATER STOP H e. S MANHASSEMBLYOLES,THE MANHo�FouNDArION RAY BE ERErvs ory cRaurvD (FIRE PROTECTION LINE BACKFLOW PREVENTOR) � T ETE N.T.S. B REAUIREMENTS.FIBERGLASS BOTTOM AND BENCH MIST ALI.BE FAGTDRY INIFILLEo. U d 0 U o SHEET of YYORK ENGINEERING "A""'No CIVIL• PLANNING• CONSULTING s PBG-963 ,�,xA� a� arwao,Ewx IxA CITY PROJECT923181 GIGNAC CONSULTANrSSHEET NO. EANDSCAPE L1.0 ARCHITECTURE CONSTRUCTION xoben cam"=asi - *CUMEPTS / EDGING AT BASE OF FENCE(INSIDE) EDGING NOTE: 1"-1Y"DEPTH REFER TO CIVIL PLANS FOR ALL Aa a zs ELEVATIONS&DRAINAGE PATTERNS 4'DEPTH ' 4"DEPTH N LU JO" ./ 80%SECONDARY STREETYARD LU v � 4Q- 1 MESQUITE TREE / 4'DEPTH I 4'DEPTH �v 1"-IV DEPTH --- ° 4'DEPTH N EDGING AT BASE OF FENCE(INSIDE) a = v U N � �II12}�Q w IOS�LLXl am ~ `o P-1Y"DEPTH � E Y 4'DEPTH 4'DEPTH 14 TX.SAGE n ® a , U Is war�,aes ° I EDGING 1 CREPE MYRTLE TREE 3 WILD OLIVE TREES 4 SOTOL ( I 1 DESERT WILLOW TREE Of 4"DEPTH LJJ evcnxsa -^" ~ 100% PRIMARY STREETYARD 4 w /J 8 MEXICAN PETUNIA U Y C.V.OF 4'-8"BULL ROCK AT EA DOWN SPOUT m m m I Z 1 CREPE MYRTLE TREE O F Z 4'DE PZ EDGING EDGING Z F F— ILL, ELI V.%'DEPTH 4'DEPTH 4'DEPTH u co U 9 U 4"DEPTH 1'-1Y-DEPTH 1 CREPE MYRTLE TREE .''1 CREPE MYRTLE TREE 3 CREPE MYRTLE TREES - Q' 0 1"-1Yx'DEPTH LEGEND U EDGINGATP.L. LEOPARD STREET 1""1Y'DEPTH 1"-OV DEPTH a SHEET of LANDSCAPE PLAN 1h � 4"OF IY"MC(ED GRAVEURIVER M ■ STREETYARD LIMIT LINE sous.t tom NOTE. ROCK&FABRIC RECORD DRAWN DRAWNG NO. xwtx T= CONTRACTOR SHALL REMOVE ALL EXISTING VEGETATION SHRUBBERY a PBG-963 AND ANY TREES AND DISPOSE OF PROPERLY.TREES TO BE GRUBBED 4'DEPTH 1'-1Y'DEPTH GRAVEL DEPTH AT THAT SPOT LOCATION FOR OR GROUND TO A MINIMUM DEPTH OF 24". POSRIVE DRAINAGE a CITY PROJECT A25069 GENERALSCOPEOFWORK GIGNAC CONSULTANTSSHEET NO. Work consists of,but IS not limited to: _ LANDSCAPE L 1.1 LANDSCAPING -ARCHITECCURE CONSTRUCTION Complete installation of all Crepe Myrtle Trees,Mesquite Trees,Desert Willow,Trees,&Florida Sabal Palms Texas Sage.Mixed Gravel&fabric top Ruben ca�.=.asl - CUME S dressing,grading&compost soil installation In accordance with plans specMlcalions&construction documents.Contractor to supply and Install all requlmments of this contract.Prepare the site for construction as speGfied.Site preparation to incude sol work,backgling,planting Tax placement, and all grading as required for the plantings.Finish grades shall be approved by the Landscape ArchilecUEnglnear prior to lopdressing 4"OF TOPDRESSING TO BE FLUSH WITH TOP OF EDGING LANDSCAPE WATERING CONCRETE WALK SET PLUMB&IN CENTER •��••• e All plantings areas shall be watered as needed to maintain a uniform healthy growth patter.water shall be applied so that the soil is moist for OF PIT.SET SO AS TO BEAR c rsTER planting beds.Contractor shall be responsible for all required watering and malntainence until acceptance. 2 y. SAME RELATIONSHIP TO a �� BACKFILLAFTERSETTLING P 3 25 A.GENERAL NOTES AS PLANT BORE TO SOIL IN WHICH IT WAS GROWING N 1.The wnstmction areas contaln underground electrical lines&pipe runs and condutts.The contractor shall vedfy said lines prior to excavation. - 8'OF PREPARED SOIL W 2.The bidder shall vleft the site of the work and examine local cc ndtons to be encountered. LANDSCAPE FABRIC I- 3 It a the intent Of the ptans&spedficakans that the existing vegefatlon not be disturbed only as required[0 construct the proposed - TOPDRESS RIVER ROCK u Improvements as,hown on the drawings H ICI I 1 LANDSCAPE FABRIC 4 Coniraclorahall field verify al dlmenslons and existing ste conditions prior to bid submittal. 1 1�T� AG RI FORM TABLETS AS PER z E. B.LANDSCAPE NOTES COMPACT SUB SOIL .. MANUFACTURER'S RECOMMENDATION _- a., SCARIFY SIDES OF PIT 1 Contractor shah be responsible for any word nation w/subconaactors as required to accomplish all landscape operatlans. fi' _ fi TO BREAK GLAZE W 2 Planting so I backf II shall be In the tdlowing proportions 2/3 new topsoll&1/3 peat humus/compost. �- PIT TO BE CIRCULAR Z 2 p plantings w grave proSTAKES----- f w/VERTICAL SIDES ` 3 To dress all mass rant n l4 of ti 12"of mixed on a tlewltt 5 fabric 12°ALUMINUM PREPARED BACKFILL *'?�" - ¢ 4.ConFEr rotor year warranty on all plantings.for - _ MIX,COMPACT IN fi'LAVERS T MIX 4"OF BACKFILL w/ 5.Contractor a stake"brow of all trees for approval. -IT H fi.All planting tube K'•xd•'bronzealuminum edging.Install ad er fenceo igravel size. Irn SUBSOIL I TAMP PRIOR p 9 areas s graded p p tie o Sri— TO PLANTING T.All lanttn hall be dad to a smooth,even and uniform lane with no abru t than f surface for to LOOSEN SUBSOIL TO v topdressing.Bevel soil where gravel contacts concrete,curb or network. DEPTH OF d' 6.Contractor to verify all quantities and bid hathers verified quantitle.. — 9.In all gravel beds where gravel contacts a curb or any fiat work.Contractor shall taper the finish grede prior to top SHRUB PLANTING"PLANT areaaingm b.t--tv,••.a the wamr can flew avarma eDrb er net word. 4"EDGING INSTALLATION AT CONCRETE WALK PIT'FOR SHRUB rv.r s. LANDSCAPE CALCULATIONS zowrvl-,-e IREDevelo PHI sTREETYAR loos- LEOPAaon. srxeETrnRD"coat L SCAPE AREA REOInREo-lss I.ea uzAr. 'a 8 q Q 2 uNDScaPEAREAPRONDEI 4.412So/Pr. LAry gas Prs. urvmcnPE PTS rRI%ED M zse Prs. o p�a ao U sps FEE Pop Ts RECUR- a EEI ROVIECU 12J Prs. ♦6 TREEPOI TS o1— 2Do�' q OW ARBORTIE WITH 3;'GREEN HOSE III QQx 2sa Prs. W/TYP.'SAFE'CAP 10"WHITE FLAGGING TAPE $ �0 CL W w Parvr cnlcuunory 1 LLLLII CL TREE Perm VT POST ATTACH TO 3 CD F- `o �a eREPEMxRTLE TRETS 02 In CALIPER 0 M. I rs. MOST DOMINANT BRANCHES U I gD6ERI WILLOWTREE021 R'CALIPER®WPIS.EA. pPR. `• IorALTREEPoIwF� zoo Pn. TIL DRIVE INTO UNDISTURBED SOIL C E' I.IS L r 11.3 1a is OA WN 0 2 PI.- I Prs. SET TREE PLUMB&IN CENTER 1O W GALLON NT-= 28 PIS. n rolAl Segue Parvrs= 56 P. OF PIT TIE FLORIDA SABAL PALMS WITH HEAVY U p MINOR SOIL TWINE IN TO PLACES ALLOWING WIND SIR—ARRx STREEITARDBD%- rvuK¢RAY..SO. SAUCER,USE LANDSCAPE FABRIC IIREETTARO msr REQ x Box s.w2 SUIT. GOOD SOIL PENETRATION ,ArvDSCAPE AREA IROIDED=1s% sr xUPI. 4'OF MIX GRAVEL TOPDRESSING 2 LANDSCAPEPONTSFROUIR= 1,755S o/rs. PREPARED PLANTING MIX- LA"aSCAPe Parvrs aeae Reo-.o2 lot Prs. REDUCETOP BY60%AND TRIM rvoscAPE Prs.RROV DED qap Prs L COMPACT IN 6'LAVERS sac TREEPE rvrs REouREm sl Prs -IIII IIII '♦ II-I AGRIFORM TABLETS FRONDS TIPS 2�Prs. •' _ - VERTICAL SIDES&CIRCULAR �Pdini�dry gP�iO°D 28J Prs. �� - WALLS-SCARIFY SIDES OF Of TOP OF ROOT BALL SHALL BEAR - W POINT CAICUranory PITS SAME RELATION TO FINISHED TTF_PONT H- _ COMPACTED SUBSOIL TO ®MEsouueTRePs®zl/s'eauPER®xp Prs.Pw. nPTs. GRADERS IT BORE TO _ Z w LD OLIVE TREE 04 CALIPER®9a M.EA. 2a IS. PREVIOUS GRADE -� -Ilk FORM PEDESTAL TO q� TOTAL TREEPDIrvrs- 2ro Prs. - - lF-r, -' PREVENT SETTLING TRIM LINE ALL LOWER FRONDS W U PLANTING DETAIL FOR STAKE SAFE CAP z w I.rtoeERTacwrvac.A PROFESSIONAL a"DSCAPE ARCITUECT.Do OP 3'4'OFTIGHT HUSK TO REMAIN O ~ ERTCERn1Y THAT THESE P—SAIISFTT"EREOIIIREMEITS MULTI-TRUNK TREES �z F O N /� TWIST TIE 3/4"HOSE TO TRUNK- Z Z J o DATE okruS cxoRl4sro- cAPE oxdNANCIGNAruRE:R1 V rv.r s_ TACK TO PREVENT SLIPPAGE d MIXED GRAVEL BED $ Q PLANT LIST 4'OF MIXED GRAVEL CONCRETE CURB = J CITY NAME SIZE COMMENTS SPACING 1''1y2' 4'WATERING WELL U a N.a spe.,Hd Lpay ROAD PLANTING MIX N i.�ewnrlwm"iNla.u�. sa.ro� ,r .o.e. 7T_ 4- .fit• '°°°�ma'� zvr c�P., THerro. asp -III ��= a a r e®n.m s sob M.rd. S 4-c W -SHITH.raNt sspe A9 sno.. 2 SLOPE AS PER CIVIL PLANS -III O cam.ma:� sP.H.re�wR:n LANDSCAPE FABRIC _ GRIFORM TABLETS U IIII - =III III=III T - e s— 2.'sc,e.,e�L., A•slb,.. IIIIII=IIII 2 SuI.T"R gl �Ia MS_ DETAIL FOR PLANTING OF a SHEEr 24 of P °' ° '' SSp°`'M SECTION OF GRAVEL AT CURB FLORIDA SABAL PALMS RECORD DRAWING NO. , D n �„ 2„7CT�. M ILTH..T�.Fa 6 A ao ITS � PBG 963 e R�r mad. R.a, D` CITY PROJECT n25069 GIGNAC CONSULTANTSSREET NO. EANDSCAPE L1.2 ARCHITECTURE CONSTRUCTION Ruben cx^.=.asl - ONcuMEyTS LEGEND a.. ° ";IN,EN E�,s�ONN,o vR(T RoHEOt'E AND PIACE a ENOB�© HUNTER%CORE(XC-1)IRRI TONCONTRouER pn as ^,DRIP LwE wolcnToas rLusH vnLVE aaRVENr 3 25 uT. uTERnLBg I � N ' Lu h F' I �� _ ®. ON ESUPPLEC HUNTERNnINS NSOR NCUKWREt / O.C�e NELEONW KCOUPIER WITH I NEYnw swrvELS IS—VFLVELe• / � I � Z� Q` I } HUNTERBUBBIERPLN10.1.1GPM nnvco.��w m.amo,m I o0 I � 2 VERIFY ACTUAL LOCATION OF IRRIGATIONIII QN CONTROLLER IN MECHANICAL ROOM&RAIN g III EL y w SENSOR W/PROJECT MANAGER IJ7 V O o �. U PROVIDE A 1"SMOOTH SIGH.80 CONDUIT 'z 18 / FOR CONTROLLER WIRES INTO ROOM 1 Y" a BUBB. ® U � 1 4 V. 1" DRIP / D 2 ROWS OF DRIP 2 ROWS OF DRIP Of y4^ / I E .. D J y W 'S.L. ' Z / P.O.C.TAP NEW WATERLINE&PROVIDE ISOLATION LLJ VALVE FOR CONNECTION(SEE CIVIL UTILITY PLAN / FOR WATERLINE SIZE&LOCATION) TYP.2 RING OF DRIP N 0 � Z AROUND SHRUB �• 2 ROWS OF DRIP TUNNEL UNDER WALK Z F R OR PROVIDE SLEEVES LLI a. Z r,B.L. o � o ® 1 3"S.L. %"S.L. Sp / Y4'S.L. $ Of }tv 'S.L. TUNNEL UNDER WALK u U aj. ------- ----- ---- --- - ---- ----------------- —-—-—- -- —-- �.. S.L. — --�3'SLEEVE w/%'S.L.BVLAT. - a X 0 CORDINATE ALL PIPING W/FENCE LOCATION LEOPARD ST. IRRIGATION PLAN a SHEET of RECORD DRAWING N0. xdNN NOT.ERTH a PBG-963 CITY PROJECT A 25069 GIGNAC CONSULTANTSSHEET NO. EANDSCAPE L1.3 ARCHITECTURE CONSTRUCTION Ruben cs�.=.asl - *CUMEprrS E.IRRIGATION NOTES 1. Contractor shall conform to all codes&ordinances relevant to the work under this contract. 2. Contractor shall be responsible for all Labor materials necessary to fully execute&guarantee the work entalled In these contract documents. 3. Irrigation system layout Is diagrammatic exact Locations of piping,valves&other componets shall he established by contractor and subcontractor In opa the field at time of installation and approved by project engineer&landscape architect.4. Allvalves shall be placed In 10"&24"jumbo valve boxes w/min.of 3'of gravel mix sump for drainage.Any valves that are in gravel provide tan color cMArvuNEFN3 25 5. Accurate as-built showing as min.,valve location,supply line 8 sleeve location,will require along with all protlucl informa8on 8 operations manual at IV _ project close out. �� RADE W h fi. Irrigator responsible for all coordination with the landscape contractor,general Contractor and all subcontractors. SERVICE EXPANsaN co. F 7. All necessary connections and fittings shall he supplied and installed by the irrigation contractor at the point of connection.Contractor to pay for all FILTER _ fees&permits. Q w 8. The entire system Shall be unconditlonally guaranteed by the contractor against all detective workmanship and materials for a one year period PRESSURE REGULkTOR (- following the data of acceptance.This Includes trench settlement. we ureRAL __ 9. Contractor shall obtain any required permits,adhere to all municipal codes,and follow standard and accepted local practices. z 10.Pressure vacuum breaker shall be enclosed In a'sirong box'enclosure or approved equal. �—ECH.eo UNION a W u 11.Lowibn of Ue irlgatlon controllers,min sensors&pvb shall be approved by project engineernandwape architect. SO.ExrENSK)u " Z 12.Irrigation controller&pvb shall be located in a planting bed If passible and approved by landscape architect.Actual location&mounting to be eRx:K suPPoars fY approved by landscape architect&project manager.Pvb shall be enclosed(lockable)&wlnter¢ed.Submit specifications&'cut sheets'for approval. a 13.Irrigation contractor shall supply&provide power to all irrigation controlers.Coordinate power w/GC and AEP. a PEA GRAVEL SUMP H AND ELE� REMOTETE CONTROL TROL OL V VALVE PRESS.REG. � FOR SUBSURFACE DRIP F.SUBSURFACE IRRIGATION SYSTEM PRODUCT:NETAFIM DRIP,5/8'SIZE,.D9 GPH,12'EMITTERS,15'-18-ROW SPACING.DEPTH TO BE 4"UNDER TOPDRESSING. INSTALL FILTER,PRESSURE REGULATOR,FLUSH VALVES,AND AIR VENT.AS PER MANUFACTURER'S INSTALLATION srAxEAu alw 'Z INSTRUCTIONS. lxlESe o.c. Ir INSTALLATION: = ce U 1.THE DRIP LINE SHALL BE INSTALLED AT A UNIFORM DEPTH&WIDTH.BURY BELOW THE TOP DRESSING. DwnuNE N 2.PRESSURE TEST THE SYSTEM BEFORE COVERING TRENCHES FOR LEAKS PRIOR TO PLANTING. aIII QyN °' 3.PRE-IRRIGATE AREAS TO ENSURE THAT THE SOIL IS HYDRATED TO FIELD CAPACITY BEFORE PLANTING BEGINS. / `/ BE 4-SUBSURFACE DRIP D s SNOOK $ III CL jy7 w 4.PIN ALL DRIP LINES WITH S"STAPLES T O.C. �� PLANTING: a CD~ o 1.PROVIDE A PROPER COMPACTED SUB GRADE PRIOR TO THE INSTALLATION OF THE DRIP LINE LATERALS. s srA A FAazlx: U E! 2.PLANT ALL TREES&SHRUBS PRIOR TO INSTALLING THE DRIPLINE LINES - SEE RFUkUU1ON PLAh!FOR IxNE urERu SPACING, r� r INSTALLATION STEPS: ttPx:u sPaaNG z4 o.c. 1.ASSEMBLE&INSTALL FILTER,REMOTE CONTROL VALVE&PRESSURE REGULATOR VALVE ASSEMBLY. U O 2.TAPE OR PLUG ALL OPEN ENDS WHILE INSTALLING THE DRIP LINE TO PREVENT DEBRIS CONTAMINATION REMOVE AFTER gc INS TALTALLATION. 3.INSL DRIP LINE IN UNIFORM ROWS. 4.INSTALL AIR VACUUM RE LIEF VALVES AT THE ZONES HIGHEST POINTS.STAKE LOCATION FOR APPROVAL. SUBSURFACE IRRIGATION INSTALLATION IN PLANTING5.THOROUGHLY FLUSH SUPPLY HEADERS&CONNECT DRIP LINE LATERALS WHILE FLUSHING.FLUSH LINES&CONNECT LATERAL U rv. SUPPLY LINE. 6.INSTALL LINE FLUSHING VALVES&FLUSH EACH SEGMENT TO ENSURE THAT NO CONTAMINATION OCCURS. 7.INSTALL THE ENTIRE SUBSURFACE DRIP AS PER MANUFACTURERS INSTALLATION GUIDE LINES AND AS DETAILED. W 8.CONTRACTOR TO PROVIDE DRIP INDICTORS ON ALL DRIP ZONES. � 9.CONTRACTOR TO PROVIDE PHOTOS OF ALL DRIP RUNS INSTALLED PRIOR TO TOPDRESS AND IN THE'AS GUILTS'PLANS FOR Z REFERENCE&MAINTENANCE. LIJ FwsNw FNISR GRADE U o2J FIN Z W ow -III-III -III-III a � � F 74.,tr 4-OFGRAVEL ;IIIIIIII II ,III Z Z MINOR WATER WELL LAND IFFABRICER,IGPM -III te'VALVE BOX 11• ILL! O 1L gU k—UPLING V Q LU PRO CLEX SWINGJONi:HUNrER'PROFLEX SWIMS_ W ui U roan.. •-36•,HSBE-050 ELBmvc(2).MPRIDf — °O VALVE ON ~ y TREET ELBOW(tl 000p O° - -I I—III—III— —I —I =1 III—III—III—_ MITI I��I —_,na an—SUPPORT P - LI - x S¢E ns sPECFlE 1=1 11= EL a — DEP (FREEDFSO1U 11=11-111=111=1 I=1I1=1I=111=11-1=T �=111=111=1 1=1I1=1 =1 e MIR M"Nn'� �_ a V.TERAL PPE EADED OUR£r X QUICK COUPILENG VE RUNE OR TREE BUBBLER DETAIL FOR TREES&PALMS "3REaARar KE U 3 SHEET 26 of 110 RECORD DRAWING NO. QUICK COUPLING VALVE g Rr.a. a PBG-963 CITY PROJECT A 25069 NOTES: w,CTORs , SHALL SUBMIT TBI PRODUCT EVALUATION TO ARCHITECTLEN `S1 S 1-ISC rGEYo BE REGUIRED R FOR APPROVAL SUBMIT SIGNITRUGT,ON D'A'IN'E STRUCTURE AND SLEEVES THROUGHOUT THR DEPRESSIONS,FLOURE, ALL PILES DRILLED MUST BE POURED CAME DAY,NO EXCECTIONS -11 BEAM BY ANTHONY POWER BR.M OR APPROVAL ELAL.PROVIDE STANDARD CAMBER INEND DETAIL°`lTS NG MEMBERS FOR OPENINGS EXCEPT AS F. TEMPORARY STEEL CASING OR SLURRY DISPLACEMENT METHOD OF PILE INSTALLATION WILL BE REQUIRED. IPERCLEPERESNCRETE 4 JSx5 a 47 B w9, STRESSES PEre SOs°L�THOAAs°MGGGGw�E�SYa�sreR�r°E`srR�dIT H�FLOWN EAST Q WRI HE SSAMS-. 3 MAX.OWN a,MIN CLEAR BETWEEN SLEEVES. -1-Dp0 ----RESE REDP REQUIREDGP REOU_1 eNNPTCNN,p P MPPRR(�SSC)I C. '-I/ I -- -- DDu MBINATI FH(Psl)ETO OOE(P.)OF R CT CO UP ON u - - FLEX 3 DER R OE psl) COBID STRESSE2 BCD TENSION STRESSED IN CONSTRUCTED NITI AND PEI Xl'BE EMBEDDED DED ITNUU A OF SECTION l BE'IN CIA � � GWLAM ANTHDrvY aas 3oQ Z,00,000 REG D. VERIFY ALL IM ry ry IN H L STARTING H WORD 3 B ILE LE ILE ALL GLULAM$WILL REQUIRE FIAT STRAPS AT ENDS DR EDUAL WITH TIE BOLTS(B-S5). N RBEM D F R eEJ a E _ F. BEFORE DEC rvmrvI ocorvs ucnDNC No FYO THE SARCO EFT o FI MERTICAL FI vERTCAL IJ vERLCAL 13 LAMINATED BEAMS N DI"REPANc s OR OUNA Ts FOu D N THE DRAwINRI AND/AQR FIELD DIME" NS. - H H W Dn G E uc ry ID �3 TfiESD @5 rscs �3 ricsD DIMENSIMvs UEre�EvaElors RoreET TYPE of THENO DRAW of THOWE VIOUCTURErer N,ALL (Psp cDMPRfssIDN Mo ws c� AND,ToR oISCREPANCEs THAT DEC ED'r.ry w ry r u Iry a ANv IN Ncfs LI (1� 'ac FI �11 ua /� mlLn2v DDucT STUN zo cQMPo sI N PERPENDIcuLaR HORIzoNTAL OF - " UIT"AL ll 1a IT E FI IL L��1a IH a R z,aoo NXURAL Rf zoNEREs wIry s FDA LoosE urvroEl_sE rvo ERE UNr LS ARE NEr R FI YI I� 9QD zB5 QCQ Qo A 11 BRAD FAINI SHALL COCA ITfl I� VERSA-uM BEAMS WE ANGLE a 3i5° NTELI SHALLSON CORIAL �i is W A, PCUGAP AL`TVNE" T ry T THarvEA` C 2¢ a a L RAwlrvcs FBI ALL warERPRaoFING AND "EDIR ROOF DECK AREA 3OX PSF LL 5 R(DERFLIAT,THECONTRACTOR'HALL Ors)PERFORM wTHEMOST RICTNE DEC PRWISIGN. FLOO, . ILL SUGHECTED ANCHORSHALLPLACEDBEARDANDBECHOLEADSSUPPORTING WALLS s THE FILL('llING*RIPE T PER RESe H,(THREE 5EGAND GUST) B E A MINIMUM OF 5/8 INCHES DIAMETER AND SHALL INTERIOR EMBEDDED OF 6' z. G`TM EGA F LEss THEN Q.Q1 PER R AsrM F 1zaQ o EXPOSUBEK, DESIGN NC LOAD.VUID 155.0 12N MP C NTOH THEBCONCRETEUPL�B 3, TESTS PER STM E 154 SECTIONS(a*HR 12,HANp AFTER ETAILS ARE TYPICAL,INCORPORATE INUD H w RK AT APPROPRIATE LOCATION M NOATDRY CONDITIONING 1 SHALL BE PROVIDED FOR EACH ANCHOR BOLT IN EXTERIOR WALLS AND IN WALLS 4_ ASTM E iJ45 CIASS A MRU CT 'ECT PROVIDED WITHIN 6 TO 12 OF THE END OF EACH PLATE. STE60 WRAP 15-MIL VAPOR BARRIER BY STE60 IN LLC.949.25J.4100 OR MEANS IF CONSTRUCT-THE AFREEFINDUSTRIES. WORK AND'HALL HBEQSOLELY RESPONSIBLE E CONTRACTOR R ALL CARS TRUC.ON MEANS.METHODS, MAXIMUM SPACING OF 24'ORS/WINODOWS - 2. ACCESSORIES ZERO-PERM,BY ALUMISEAL SOD.235.231},WWW.ALUMISEALCOM COM THE RE HAD CT NTAPE FRAGNA E AN GI NEERVNFOR UAPPROVAL P'ED ToRIOR ARCHTO C/ FIGURE 6-3ALL&R00 A. 1 FOLLOWING QUALITIES: STAIIATION.ALL EXTERIOR CDMPWENTS T,E 96 O.3 PERMS OR LOWER /CLADDING AND ROOFING SHALL ALSO EX - V- -15PH 2 3 2 ° VAPOR TRANSMISSION RATE AS C) UATURE DURI AND ANT OTHER BIPPORTNE ELEMENTS PROVIDED FOR GINITRI ION OF BE MAD C TO THE ATE IN ERECTION AND UNTIL ALL 41 ALUATIONS FOR APPROVAL BASIC D 5 WATER VA E P. THE ENGINEECONTRACTORR SHAUSTLLPNOF HAR"IDEVE CONTROL ORTEMPORARY FAR CHARGEROF AND SHALL CNG TO PRICE I HE TONS UBE ARESPONSIBLE FORRE N ALL S ORS/WINDOWS SHALL PRIOR TO INITALLATON FAR EDGED NS U-E'ODREE 1 C a�STEGO TAPE BY STEGO INDUSTRIES LLC.SAN CLEMENTE,CA(949)257-4100 Cn(n N CHN QTES,SILENCE OR 0-Q 'RECAUTONS AND AS ON N CO DOORS H WINDOWS/ E J-1J _ 3 B. NIADE II1 w OI GHEFIONTI 1. RC= G QUALITIES. W R OR THE NY OF THEM TO ANI CARRr OUT THE WALK IN ACCORDANCE WITH THE _- W - O F DO NIS D NE' G AS C'EN AND TCONTRAGTOR DIFIN SHALL CHECK AND VERIFY ALL DIMENSIONS.GRADE CONDITIONS.(BOTH IS ARCH 0RI' IT RAWZONE A 12 MOST 2ZONE 2 -Cl PSF °. CATER vAPOR TRANSMISSION RATE ASTM E 96 0.3 PERMS OR LOWER N EREE WILL BE RESPONS BLE FOR ALL WORK FITTING AS INTENDED BrLOCFRIFIR ZONE ZONE 5=-4J.0 PST °=30 IME PIT A STEGO MASTIC BY STEGO INDUSTRIES LLC,SAN CLEMENTE.CA(949)257-4100ANY p HAVE OF O THE I IN` OPEC R F SMALL MECHANICAL OPENINGS, C 1 CONSTRUCT P ETCN H INN N u AL WIN _ PEI N CONTACT OR FASTENED TO D AND/OR TIC PER MANUFACTURERS INSTRUCTIONS. 'PRESSURE SENSITIVE TAPE ED I FOR ALL 11BIIIEI ECAIAUA OF ALAI SIR OR MAT IT T. A HI V A TIE USE OF I AOIN HE DESIGN 5TRUCTURALMDR-HIGS FOR SHOP DRAW IND RS,ETC. REpuRiNEMENi SAD TO 3 A t. ER BE IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND ASTM IIJ1110EI A NIT ACCEPTABLE ALUMI THE 'HALL'EIFY AND A UCITIGICTICIP THAT THE LL SUCH Al LACED STUDS B ° -a FEELL CAFj LL ARDIR WITH THI LorvcfST DIMINSIQN PARALLEL WITH THE NOPFYD THE CSTRU STRUCTURAL ENGINEER ANDI TO WORK UNTIL NPPTRDPRSATEL 2 ROWS OS OF 16d IERR/RET ATION TO PROCEED WILD THE WORK SGLUflQN TO 1THE CONFLICTS IS FOUND AND E COry TRACTOR IS GIVEN WRITTEN CED I. TER/RETARDER 0 .ION WAL3 Z ON'Al, 2 9. CONNECTOR 6 O.C. ° (� CRETE STRUCTURAL Siff HTT5 H.G.G. NS E(INCILCDING PIPES)PERUFMANVFACTURERPIF IN (n ADrv}BOO RPSI DRIETE LLED PILES ENATH AT A, 25 OAVS, B. WIDE FLANGE SECTIONS"SHALL CONFORM TO A992/A5J2-50. }x}"XI/a' NO PENETIAT AN AT TIE CAd BIER/RETARDER IS ALLOWED EXCEPRU FOR W B 5PENDED 5IAB AND GRADE HEAM5 AND ALL OTHER CONCRETE NOT OTHERWISE C REQUIRED FOR SECURING OTHER WORK O'FAILEDNO PS SU STRUCTURAL STEEL FING MID FOR PASSAGE OF OTHER WORK THROUGH a- E A RIERIDESAWITHRi C. INCLUDE AIR ENTRAINING ADMIXTURE IN ALL CONCRETE THAT WILL BE EXPOSED TP THE WEATHER. T "AMEN M M R vERIAPPING DAMAGED AREA 6 INCHES AND TAPING ALL FOURS APE. g 3 - - -03(Fwr) _ _ ANCE WITH R. DIPPED GALVANIZED. AN IGLTSOS(e�'RDEFTHFGo oR B W W FO a G: W ` By vOID DR su REW D.SAG WAY, R EQUAL. OFT g35m BAR, F0 RUPS ASTM A615—IG FORMS a' EMPEREDMMA50NITE BOARD INLIE Z — 0 D IOFACUALT GZ RDING TO TIE INDATIDNs of casl. B. INSTALL IN sTRCT cOMPuarvcP w/THAN uREs RECCMMENDaTIONs, �� 175/G' G RECDMMENDALONs.C CAPTIN FIRMS SHALL BE IN STRICT Acco6DArvcE WITH 0 J LLI GH DENSITY 1OLYPROPYLENE,WHITE F. GET DEHIRPC,BN, AGAIrvsr THE EARTH 1ALVANZED DIAL,TARR ATE AND FLAGS ALL REINFORCING BE XXXE,FOR RE��jr TOP covEB FOR SLAB ON QBAOE. 1- FAITFIALLR�l., WIDE FRAMING NOTED. nsEENt=o B KF"BEITUR BACKFILL RETAINER OR APPROVED EQUAL"COLOR, W 1. A,"BSEORUTHERN PINE NO,2 OR DF, R EouNAL. 3 0.C, r 4, N. S LUMBER SHALL RE BELOW. 1J. Z 0 STEELTROWELINTERIOR FLOOR SURFACE A FSHILL HU-RE Soo v3 EPDXY ADHEBIVE OR APPROVED EQUAL W —PCQAOOIQ PSI /UPLIFT CONNECTIONS AT 0 RRSAGING SURFACES E AND PRDAICTIDNs FRAM EXPOSEDLE FORMEDTV LrvGRITI PROVIDE ER/ S LV CONE RMRTo THE LOCALVERIFY A—S 1 z 5' 3SELE OFWAT REQUIREMENTS 0 A UN LABORATORY INC.OF THE E GOALSACHIF RT ONISTI.FORTEXAS IREPORTION'PROTECTJOBS NG VON1124506TEDJ DATEDDEC 04 T14THE0ETTN'25 LBE(LL FASTENERS NDIX 1� SHALL BE WOG CORROSION FOR RESSTANT. z E AI B E FIE 0 SPECIFIED SHALL BE NAILED AND INSTALLED AS PER MANE, LEI 'OR PC OF SPECIFICATIONS. B, ALLOMBLE UNIT SKIN ARCH TEST T AND ENGINEER FOR REV C'3/R COX ING WALL NAIL Lu FRICTION VA DEPTH BELOW EXISTING GROUND ALLOWABLE UNIT SKIN FRICTION(PST) 4 LOWED - REQUIRED.H NAILS FOR ROOF AND WALL SHEATHING O 3/e"CO.C. ... . AUE CO NEOIDNA FARMS MEET UAL FIT CONNECTORS W+g HGOTUINIRNSSIS E RDINA e ,O O.5 45G J. ER QUATERNARY(ACE)14 RESERVATIVE TREATMENT O . s- WILL BE REQUIRED WITH 5.5.NAILI,DR NDERs,INC. SHEET 27 Dr 110 ENGINEERNG RECORD DRAWING NO. F ALKALINE COPPER USED FOR N TOP TA RS 1}-1B l5O i BM zTCPPING CHEDULEOTO CONNECTORS .£ iB-D }50 &, SD BSOL STRAPPING SCHEDULE TO ENGINEER FOR APPROVAL A CONTINUOUS TIE SHALL BE MADE FROM ROOF 6WP� i P�� a 3530 S.ALAM 2J-35 0 F`I, .aRPVs r,HRISTI,TEXAS TP4 0 9. PROVIDE GALVANIZED FIAT STRAPS AT ALL HEADERS/BON LOCATION VERIFY STRAP W/ENGINEER, EX] �H�N �' F11-114 .A IaEYF C PBG-693 BM HE EAM WID"NIRLaUI�STUDS UNDER ALL BEM BE RNG DWTIDNS TO EX EED WDTH OF BEA „z025 - �I.14HIry OWP�aN (5)2Xa vIRLCu sru0s. A CITY PROJECT t325969 CF111:ano°-sa°aa.s F°gl°ee llCOa.ACC D,-U.,C,-GE-,,AFSI-sw°ti.m Y,-a.P-11-sr E.W-A.I zs. 2Dz5 GTNSULTAS2sHEET Na o a ,��. � G�NSTRUGroN e. a. , b. TTGUMEHT EEP BOND BEAM ""12 NOF j w/z qa coNT. 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NT ADHESIVE ANcuoas _ x as G,B.,T.az O J INRDEPQEll a DANcua LLl d a-o°of H EL�P O-130' VERIFY USE OF REQUIRED TES GN M t x x 1904.1.1904.2 Z NEB FN5 S S Z O AWL T,T w 5.. ,. .,. 5 +'E^ 5.PRIER ONORETE PLACEMENT FABR GATE SCEC MENS FORASTO STpENC TESTS PERFORM SL MP NT AR GONTENi TE U Q DETERMINE THE TEMPERATURE 0 —s�" IIVCHNCT CONCRETE PLACEMENT FOR PROPER OPPLcnroN X a zes `� Z Z IREOC DUES - - Plan R�L OF SPECIFIED CURING TEMPERATDRE A p PRD�TES SL,aoN�RATE NLEU V - of sDSPEMTET sL AG,TR,LLETPIERS sLARSHALLHA2E�,INI�,UM.:a of North TES NIaNEIsrEN X G,a.26.G.G-2T.G z 1, `�"" nM°STD Foundation Plan A P PELT FIERMWTR TIER s APE LIECATIIEN T DIMENSIIENs A AN a 26,,, e I 88234 pADTIDOTO"IAa RE �in a E1112 OP ® OF THE OONORETEKMEMBERH BEING FORMED AN 2� ( W TETNLET o1u SoAa:,la"=1'-0" GR,.EHlc sc,.LE IN LEFT �-' IPnFGAON OENCTY -- l4� TICS(LJ,2"O.O� REQUIRED S ', O 1 MME, �0]-9112025 SPEC AT OPEC _ "NOERREAM TINE +S ..µµ{{{{ µµµµ{{(( 1.INSPECT DRILLING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDS FOR—ELEMENT. - 11oER6,INC. 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PIERSTP K—S4 PBG-693 scaLE.uTa=,D _, r RN RED.nFaTne CITY PROJECT 411111 F.\wIll:ano�-s--,E„,l-r,e\1,-U,\1C A,I-Lon Roo. -1,11aa 1r All C.I IC. -1 oNa TaSSaREETNa IF F.T Fo �.Easa alas N _ W GD Q w d'F- iur aa•-�s/a• � III I _ __ z ti o z ' it-ii sia° I I o a _ Q H ii a.If Nairn oc. o00 / FEET. Plan A_S5 -Upper Level Roof North Framing Plan a a ai zD� U R�TERs ",E 1.1 azaaT 1L "vELL m u' E o' 4 III a I ER w W w 'o°caN� U h 3 - - t�---Sl IsoN �r-- ----- - aP PwTEONT'P eRncn�T� ( �aT��cwh.rw�� -� -� II _ _ �'aoc a��o ae9oxv�mso�T o a� �- �� (zREn E "° II III oT—ER, -�I ill II ,aTER U o UPPER I �z zr Lu ev Roor 4 II II II II li aEEFas 1-T FIITF L\X Elill IF sR Ell ER a Z - , W Z R Q W J U o vzr��"ar, lAN RE n'EwcEcaMEE<,. Z Plan 112 E p - (D North PLETE.PLATE - U Z Roof Framing Plan ®° 3,a R° LIE zLu LL U p Ell- PEETE EEC °,ITEa o zz 0 , Ir r Ir H EEAF��P�TES O .EA,TI�1Ro1TEI�� 0 Ell"Tr,R, W+s aoTaar SHEET##of### ETIGIEIR'Ill 3 RECORD DRAWING NO. B—S5 1...... 34 „ �M PBG-693 E„�-,o o�PRI�R��I1FEET �'11R11RE a'a°4;`�E,P T a�z02i CITY PRDJECT#21D69 T.\wiikano�—sa�aa.s E�e��ee��e\o.a.��g.\cc oew�o�ce�ce�W�a.��s9\ss—Roar 1—, —11- 2-A.,,z. 1— �oNSDLTAS6NAILER oN T Na SEE ARCn. �13/4 CDX U AN PONTCF°EA BM PEDOF SDEDE A PDLFRA"D P"ILU'OF SEE ARC P�vw PD LNNOOD FOR ftAFiHFTEAA DECK ON ®12 O.C. a O.0 ALL. 4 O.C. "O21 .C.NL 2x,0REATED 2x1C + + + + FASCA + + ®12 O.C. _ p�2�GO I BLOCKING + + --J s IMPSON p N I� HE SA H.D.G. 'III SIMPSON W m „D C, IT RA ER Cry RAFT IT A A, OFER C III AFTERIT E n (2)2X8 c wt8E6 AT n COrvIiE W/BCrv�0P 'TIED LIP a w �IL J LI T 'KN GDNT. E s.E PLAIN \�/�I~�- ,+ () TREATEDCK, �-E srEEL eEaMI / /®Em xH so NO C EN a p LU R B—S6 LINTEL BEAM =IMP=DN rvT D 6 6 z� � „,B� B H.D.G. o Ha ITIRACPs J /O C . z SCALE.nrz ,o seeuxw B EACH C 11A.LT ®, RACPaT oti 2 b6 BOTTOM F CONT. _�uTEs w/811 7 1 n CA A A IN A—S6 F,,2 I EAM �y C—S6 GRAPHIC SCALE IN FEET , ,-0. g°TED DF ARCH W/ ROOF SLOPE°R ROE CH FRBI"H.D.G.CLIP 3/4"CD 2::1C 3L14W'ACDX FOR 2X10 FOR IEE AR (n — PL CD X RAFTERS RAFTERS CAN PPROOFING DECK NAIL 12 O.C. 112 O.C. O.C. EXl U RD C TRLOS KIND IMMED TRIMMED 1. 2OC TWIT I,—TRPG wn 6Ey TI E IS III a 22 ON STh� oFo _ '/12E U �II slMPsON 1.11 IF) C EVERY o IT PA e2 A —� III AT cuP T EC TREATED AHICA CLIP T EACH ew/z g �I h� R �A� PLATTE CAN1AFTEIFreR NEw 6`cmu U cl rT Til (11 2,Al IN C 56 AS IN C-56 T--TiP NO INFILL @ EXSTING __,_I B PARE P G2 D OPOCI(AS CCNT. REQUIRED GI C TT -.I'.I sEEaRCH. i I I I I-=-1 I I Z B cMD REINF. :I.... w/Ms G O,IN I' I..I W/ps RE UP IN I Lu CECIL OF FLLE' BEND AT TOP ND RE AT TDP g / U w Z —_ O D—S6 E—S6 F—S6 U (, C scALE.,,.z ,.o suLE.,,a.=,.o. SCALE.Ill=11- - � � Z LLj sEEARcn. e E 1/Dpzl z �a°cox PL o00 ��G .Nx O.,aax3ia" -0-6 w W DEC ILA D.G ®2 rP"m U w 6 D.D. DNDD w°DD DECKING z O O O ++++ z w + ++ MAN°CUT + +-+ + +� INLIA2s6 C W as ouTLGOKERA f f 1 ❑ O 12"O.C.CDT To ARCHITECT,SHAPE 2x10 BLOCKING ADD SIMPSON MSSAR49SH.D.G. EXISTING i WDDD CALLED f.MR..�-4 sHEEr 32 or 110 W/ ELtisR'�ADIEa" 88231 � RECORD DRAWING NC..LSD5sTRUr,TURAL D IPAD R O°PAP AFTER wCONDUIT WALL 6 TTTGS ALAMEDA T. G—S6 PIKE R H—Shy„ : „ ALE, -,o az, R.IRE aF9TtR o PBG-693 CITY PRDJECT#25969 CPlI:a sa 0a E�Ui ,,,\D.a.\CC A,-Lon W,i\o\se—1a 1 F.am A—I,. Dr i 11 X.I 19. zou QDNSULTAS7 RFFT Na REQUIRED SPEAll INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION —N CDNTINUOUS PERIODIC REFERENCED IRC SPECIAL ARE C IT ATANDARD REFERENCE CR INSPECT REINFORCEMENT AND VERIFY PLACEMENT. - X - - RLOCWNG L ®S1�o.C.AS IN N CONCRETE 3.INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE + + + + MENDERS. T EACH A.ADHESIVE ANCHQRE INSTALLED IN HORIZ..TALL' x _ ACI 31B v a.2.a c t t t t ORsrawEooLr NcuNED oRIENTATI.Nl TQ REssr - a rENSON LQADa. --� D.MECHANICAL ANCHORS AND ADHESIVE ANCHORS LU .a. - An 3,a.,T.a.z W,n d'r SERFI USE OF REQUIRED DESIGN MID. - x o4.,,1114 Q w STS x - ACI 31ETM26.67226.12 - RAFTERST sLa.C. ~ IND DETERMINE TIE TEIPERAT--D�ETE TEC'NCUESPUMP ANCE OF sPECTIEo IATIN TEDPDIMENsaNs - x cl c3ee z26s1 s-z2ieiAIR s - w�sxArs wipLrnaoo j a ;.a F ■■■■■■■AAA—��—��` REQUIRED 5 - - '— wE CONTINUOUS PERIODIC 5¢ DS AE 1 INSPECT DRILLING OPERATION5 AND MAINTAIN FIT CK(IFRANPPLISPEC'L SPEC OABOLE)ANDEADECUATELEMENT AEND-REARING STRATA CAFMETERS,SELL DIAMETERSCCHYIF P RECORD - X DNAIL A F.D.A.AN OR CONCRETE OR GROUT COLUMES. LgTs MAD.CH 3,FOR BETE ELEMENTS.PERFORM TESTS AND ADDITIONAL SPECIAL INSPECTIONS IN ACCORDANCE WITH SECTIOSECTONN WITH V.ASHERS G. N ♦ II� y!/aS CONT. 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AFaE MADE SE, PBG-693 °T a,21L CITY PRDJECT#21D69 C`Fw1l:a E,,l—r,i,Cl—\cc C-1,r\Dra.\sT D>io!I,. —11-Ur i C2 �.I 29. 2111 0 SITE KEYNOTESTURFOAFT CONSULTANTS SHEET No. E�F�L w.�Dwa,AwR�Tw,. �R��A�DT .D PR�.aaNDTEYr A1.1 ' F--ENrar DnTE CONSTRUCTION owvlvEwronrITlcsMNCJ Nc alT car DOCUMENTS AD ECTNcIF rv,N� IF ITINITIPAL LDD MNE IEsn 114 NU Nrc EEN AID TIP EiiERCENcr DETVNEE tr N.""IETE III aA.as.RE.gNL N e» P - rP OF t�+ 11 RFNc BE RE.cINL r/at 11 IE 'I LE KAU N eX CIATROL PANELIINDOUBLE CJM - ~ CC Nr RE.erwcruRaLwR — _ RE7E DID PER-UUFAU7URER. 11 Z ® �Qa �0NEO IAD RI „DR„ LEAS awuREDwe n,cESs 3 L ry RE All = N U (9III a o� =w E.,CZ)F- i o D - ED SFlN DDR ' ® PCSL',DIC13 tLl J W 11 Z W U H N,rP w: o d ,TSPNCE Ne mT.I \ ff Z al W W - ED o (n ❑D 4 J (n Q W Fb 9ANa �x 0�'B �D�D�� /7 U O SHEET 34 m 110 RECORD DRAVNNG N0. 1 SITE L-4N PBG-963 'IN 7RIAE NOBrH i— CITY PROJECT#25069 CONSULTANTS SHEET NO. A1.2 rvcaETE FLnmrmrc aE.n.IL CONSTRUCTION FINI.HEo caaoE.aE.I. DOCUMENTS aaE y, uCl Loe�n�.r.a x]UPF4CE OUNTEOIW0YB0Y I I 9 n 0 Gu✓A ZEoSTEELPUTE " ncEO CVVRNERS III IIEEIIII IEEIIII I u'� —R II IEWIIIWII II EIIII III II IEII II—II III II II II TE OF t�P —II EII EIII—IIE } H z mE�Ti�IITr=ueu ITI=11 Ir--_irE e , s m LETTE R Eqi — a,,�.c oe eEEa FEc I I rPE'PUINT oNTn nN�ETE ogir w wrv � - p G PAVING-EDGE DETAIL N J w E1TE crc.�NT. `� rc,iNurcrc FEN.EEos, ��_ FLIOFEo cF A,L wcuEFL ✓non RE. ST nrvxcanTEo ul _ m wo L TWW1- rir. E nranra nLNTNA z ISTA)ITm G —III II 7 G CON�REi _ _ zT sLaFa TEo rcuoxeox aarva.ITIL FENC ~ m— —m Jmm� mmm V F A EXIT/ENTRY ONLY SIGN DUMPSTER ENCLOSURE-EAST KNOX BOX MOUN ING PLATE DETAIL EMERGENCY DETAINEE ENCLOSURE-WEST ELEVATION � 10 E ALE,a 9 —LE ,= 6 SCALE,,a 4 s aLE 3,51-1 —T nR NueENT�,LF C r11—L FENCE NVNrc EN DI aE.IAI.. TE-INI-.ES xFumc 1-11TEEA�N1.AElIVL — GONCRETEF 1o0.11oN RE. = N STRUCNW.L —INLINKcaTE5AN11-1 U / 4 �Sil�ll CC W W Q CZ) ~ `o U — 3 EMERGENCY DETAINEE ENCLOSURE-SOUTH ELEVATION s�aLE as-,g U waNnNrc ENcrosueE,aEsa�a INrL.,aareo noNl mesa cw^,INnNeFaeale .a—mErvTa FErvcE N J z � z w w o Um EMERGENCY DETAINEE ENCLOSURE-NORTH ELEVATION Z m w 2 s E„6 0 H — N Z — 06 8 DUMPSTER ENCLOSURE-ENLARGED PLAN SCALE oETalLaa�. w Q ass ,o A\�/// L Lu H d w ilm El ETA L x u� 1% IS%UCFD,TEN�T �� M rcELnarcE�NIL"" c> LLJ o 'Cl ll .L.aNISE IT Es FE "si mill, III ED °Fs I Z w SHEET 35 of 110 DUMPSTER ENCLOSURE-NORTH ELEV. EMERGENCY DETAINEE ENCLOSURE-ENLARGED PLAN 7 SCALE.114-,0 SCALE.3/,a-, n �c6GwIN9V 3 1 o r —TH NoaTH CITY PROJECT#25069 CONSULTANTS SHEET NO. A1.3 CONSTRUCTION ainGo%arvo Pairvrll GGL DOCUMENTS m� sMrorrano E„i"r v�aucx aEELEITi,ETjeE ¢ T tr LEo.,41.vivE. 1111-,I,E II LEa:ALV.PIPE rp OF tE+ BUILolnc.]vVER R N zo — Ell O Gn61111111g,_ I '. 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LI— G � t 9 sCnLE �-,.G BOLLARD PLACEMENT DETAIL BOLLARD DETAIL cnrEEanue —� -,A oesELv :GPa4L� oO111Ta11xE TTDI GeaaL ErcN�Cr�Eo iez auPa vNo Co N Ervoar r ce Ere.INE—T coauERrnuo acsr FcE .1—EErvcE'T c�.E xErvre n eaaeeaAL are„cE rent = N EIEEDI NIEIIIEr - - U aw,ce enrvo Uj 4 �III a hi w X _ CC w w c 1 LICx .f U�care Lnren p o ., "' ccI Eccrrvc s. ac,TOM anL roa o E] :f ErvCrvcco .. u l u lu u u u u i -u-u lu u u u u i m'�u lu III S. i u W UWu i u uWw a iT a u'i u c u�u�u uE iii 'EN I I II III ueuE=N�m u ue�m E\GETGLOR' Ww W w wWw w Ww 1111I11 I11 111 I 1 1mwm= Wmw� IINIRITEEG aTEENINIIT GrvG I,i�,riii-ii�,i- iii,i� !,- EFn=Fn'F Fn=ram =nab $�a $�a==�u iEgEiii-iii=gEgi-iii-gEgriiriiEgEiiriirggriiiu GOrvTanLrOa 7 PRE-FINISHED ORNAMENTAL PEDESTRIAN GATE(Ty" C U CHAINLINK SECTION&ELEVATION G CHAINLINK GATE DETAIL Z J w U .nr.PCEnaE` HeECne _ ® ZTiR J w Q W Lu .ruvEMSE_L,wCxcas L1J ou wsrsETi H N unTE onrE �c EErvceacxEr EEUCEPO—P IIIIIIE, �W s. - S GEDL IIIIIIIIIIr nJ I IJ I IJ I IJ IHJ IJ I IJ If[ETAm<aoeu�cxeo aosT - c cRorrvvn esxava��aiws� �� III 3-E RE Cui w iwNEENCEa cn --"-0°MOEs.RorcE swEa+crcc L m § 'LIE ltl.L THE s LaoL :NOE m �II III � III �II �II orcE �I III 10 iiiiiiiiiiiiiiI�I I IIIII--IIE=111 11_IIiii IE=iimllIIIUIII�11 II�ITWIII�II I�IIWIII�II III I Illll IIEIIIWIII I ®> ppp�3p a sET cor.,a�E ` II 'ui'i'i ii'i' 'i' '' 'i' 'i'ii EE'EE'i'i'i ii'=_ia ui a 'u 4 SHEET 3A O11. — — — — RECORD DRAVMNG N0. 4 PRE-FINISHED ORNAMENTAL DOUBLE SWING DRIVE GATE 4 PRE-FINISHED ORNAMENTAL FENCE(TYP.I �f ADA PARKING LAYOUT A ADA PARKING SIGN 4 PBG-963 J L 1 CITY PROJECT#25069 ® FLOOR PLAN KEYED NOTES GENERAL NOTES-FLOOR PLAN GENERAL NOTES-FLOOR PLAN CONSULTANTS SHEET NO. PEaaCUTINs-ADENDA FTC.ARE COIDELAnME AND E11POILLI MFNAINF_ A2.1 GG R DFN N LDcxTI IN ARE ILISNNS FIR LED N ROD CLIFF-INE CIA RIORITC ALTHOUGH EVERY EFFORT HAS BEEN MADE TO COORDINATE OHBVIousLY NICESSARV FOa THE PROPER SONPLETIary OF THE SUDAN PER RECOGNIZED CONSTRUCTION ExnNCNSBER CABINET AN pRE Exn NGE F W SBER RE.A", DOCUMENTS EonDNDIN NY TTIE11EM1111INS SHALWRE VRONOEo sFCHFa WERE IN TI SESS IEIEIIEIIIIEIINGUI�IEICAIINETII IJ-1 RE ACOFORAIA BOTH SPECIFIED AND SHO'.AN IN THE FAAAAING&ITIS THE INTENT OF THESE RACT DOCUMENTS TO BE COMPLETE,ALL AVI IES.-1 INCLusM E.aNO TD vaS�.IDE ary wsTaLLanoN coMVLDEIN EVERY REsvECT. Eallo SEAL aDJaCENT euILDlrvu carJvarvCTs„uooD RLocKINc. D EpE 4q SHEATHNG.FTC AS RFOORED To cOMFLETE ONUS IT,BEMED UY/I+RGRVa ECIFlCAn0N1.410ENDAANDSTECONDITIONSPRIORTOYEADNI (!' NJdNi LVER Ar.T VTYAND NOT FY AR RnNr, NYDSCREPr.Nr.Es xlsnNG CONpT ONS PPoORTO ANY CONSTRUCT11. ARCH TE ORCLA ORF NOT AII LE I-'RFCATIN OIF N REFORERODN .OMMENC ND NTH THE iIDRK.TIECONTRACTOR BHAL1Non FV THE elX d 1. TAI INTENT IF TIE AND ECIIIAn INS is TO PROM OE FOR A%V RIn'IT AN D%'TEATHER LIRT RUILDING T ,. RES HANDRAILS casEI '" p•O 0 NH,EmaNSiaN 2.4528EAD NNTRACTIDR�GHATLTRFVIE%V ALL EIAING TO THIB INTENT AND BY BIDDING OR ENTERING INTO THIS CONSTRUCTON ETC.CAREFULLY COORDINATE SUCH LOCATIONS PRIOR TO coMPLEnrvG BUILDING ASSEMBLY. TE OF t`D rIC1F1Ti1E ARac rEc,a aioR To NDF,I�a vDEVlanon'FaonnTwsR"GENFaniNiEly;sHITT REFERENCE SHEET ACIA&AA1B FOR PARTITION TYPES.REFER TO STRUCTURAL EASTINSRUILDINR 41°51F BE BROUGHT TC THE ATTErvnory OF THE ARCHITECT FOR CLAR F CAI ON N TTPE IDOCINcs FIR VALL INGFUNC REn1IRE1EIT1 NOT IIESIFICALLI IIDIIATED. INGS AND ARCHITECTURAL PARTTION 1. TIRIITECIPSAIONS IS TO PRONDE FOR A PUIMS,LE s s 3IUUEAE N s aNDsP JOINTSARE ExvasO,PR EFFLaDR,WAILORcEIUNSTIlN111TFORTIE UNITE COVER SAS RUEISEIITIIN. of LIaTION FROM THIS GENERAL INTENT 6HOUL0 RE RreOUGN iO TIE InrFElEunoN OF 1NEaUR"CNITEc REQUIRED. RENEW carvolTlorvswHERE rvervarvo DLD carvsTRUSTIDry ABUT FOR TIE VRSVER JOINT AssEnnRLv. w'f FOR CLP.RIFlCP.TISN. �F I LTHE DIA"' TO IA.NGS RECOGNIZC eY TXEr.ONTRAc CEIUNGDEPENOENTRoucH IN ACTNITIES.SECTIONSI. TIE IIILIINI ITILL RE IINETIIITEI 11 FILL 1111JAIRIE 1MT1 ILL AIMURFAALE 1IIE1 CURDININUIEl ANN RE-ITALLINI A RE,LECTED CEILING PLAN A BUILDING ,SCHEDULES,ETC.NOTIFY ARCHITECT FOR CLARIFICATION PRIOR TOANY aw- SHALLBEBRGUGHTTOTHEP.TTENTION OF THE ARCHITECT FOR CLARIFlCATION F - DD - F ELT(T..A.1 AND TOY FF YOF REAMITELEATIDNS INDIDAATDRAKE TAI O RE ENT FIR AEDI,T H STRUCTED TURALIN E.,CUNG - THE III VENE'lENT IF T"EMANALE TIE DIFFERENCEIND 11 ETAIUNt," TIM"IEDIATELV OF ANY DIMENSIOODA Bill REP,G'I ED AETIEEG F NAVY RAI AND AITUAL.1 T I U I OR,'AN.ATALL RE NS OR ELE\ATION CONFLICT RESULTINLIN SIGNIFlCANT - Z ENORK DUE TO THE FPUTAILURE OF THE GENERAL CONTRACTOR TO 111 FAMILIARIZE HIMSELF AFITH THE ENIsnNG CDNDIQ[---- --- � INS. Z C -I r NOR OTHER CAUSES B EFT.cAAEUTLLT COORDINATE SUCH LOCATIONS PRIER TS CIN LETINO BUITOINA ASSEMBLYEl I.RIEs,HANDRNLG,CABEN ?Q' RECSIAMIND FRY THE RESPECTNEPRoIUCT hR GUFA.cTUR NOR TI1UEI OR ASRD"A �- DR GS IA OR ASREOU RED FIAED CIMPLETEAOF PROPER NSTALu101 AS ACCEPTED BY STAND T OTHER OUTLETS.waLLMOU .SU INDICATORS THEISCRATa S,C G OR UG S DCD UC A YJILIING PRACTICES. ,FLASH NG SEALANT,IXPANS ON CONTROL e. USE TAMPER RESISTANT SEALANT AS SPECIFIED IN CELLS./HFRE SEALANT IS REQUIRED J L— WALL LEGEND 19 DUIRED IN SOME AREAS.RE STRUCTURAL S"®RT11, LOSINGSTRUGHTILDLECONSTRUCTOR DEMOLITION FLOOR PLAN KEYNOTES r NICE D,IU,.ALGDNST HGnDN AmSTU B.n°" cn RFNQADQOR,wDZE. i � DCUNs�� E DFXODSH FMSrwEw�L B IEXQUSR r-U.niNEvru,IDws. „� LIAG.1 A Rn,n"c Hss L-cwMN TnDMNN.PRITFST,PRE,FEET"RoucHluTnEhlounlN,�,N,TRu°noN. AA 2 R RFXOADiFOLn DODRSANO RSAMF. 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TO AS FJLL'AN.,E OF COLORS(AS SELECTED BE TCE OTCN)9OITusnFLLLAN ERL]mEcroRSxE6eoNsle"LI T ITT rISICIDwIS IITI RICENA WANUFRCTLRFRS RFou1'ESIFNTS,TnaOUGn a'i n III III w o m III "-; w O F— L o J -1_———_-- H � c A _ DElS ALL EIISTIC CITING TORO COST Da' D} \ Lu Z W U Z II II I O ~ z Z - Q - w o o LL Ta O L - O Of I I = U U) \� L U 2 OVERALL ROOF PLAN DEMOLITION ROOF PLAN o sHeer QZ o� 110 RCALE N,B-,-0 1 SCALE III-, RECORD DRAVMNG N0, 4 PBG-963 NORTx nORTx CITY PROJECT#25069 CONSULTANTSSHEET NO. A5.2 CONSTRUCTION DOCUMENTS ggEpED�q d4 h W 2T l.P C d N Q0 TE of t� N W C_'F Lu Z ?Q. 7 SDA�3 GUTTER DETAIL I= -,D H HSEa1E1ENTsmiNGPAN—ITEI, cf- - ueu;iNrEN i w FOR DVE—GSTO innrGH Eg57iNcNIN DDNT.oA�,v aDDHND z sa vt Veann TT,CTMIICIILA wEa cs. IlT s w .. rwE III IE FIELD —Tll rEAADPEaAETERED,E �� EaAaDPtAE DDD DEu Re.DEr„i,a,.z rNT. Pt DDDDECV. 1TtaAL �Ih �w w GIO ROD rneEREDwcD NWDSYSTEn " "' V"RD O H NauunoN DoereD p U o rvnsrsrex DT.RD l) - ._.' ... 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A6.3 Lar', _ l a�qr� CONSTRUCTION �^ �- l J� DOCUMENTS i q, F. �106'L8,2 - - OFFICE U era, s N W I — —III II—III I — I -� � III II III — c —_c c _ m y= mm= mmm= m=__m Ilm llll II Illm llml IIIII—I Ill�llmllmclllm— �W� c m _Flrvl nEo -� — c — III III III— III —III III ——c III m III —III¶ � Imm mmm m IHimII� I�m�II III— mmll� mmm m_ �I III II I I I II I�m I I I I I�I =�i.— IIImm( IIImIII I�E�mm mmm WmW �mW„I�E�III( III I�i a w NORTH-SOUTH BUILDING SECTION 2Ed - c 0 0 0 0 U) 0 0 1 FrvsnEOF ,__ 0171, !il„! �J; CC w w 3 NORTH-SOUTH BUILDING SECTION 1 - oU F o s�LE ° — BD,INGHUGHT — — — — — — — — — — — — — —°H-I I °E�arv�n°°nT EL 1. o w z U II ueleu=ll cell 11=uel w also=ll=u = --;oo°o.� Z Tn 1jlTlilli III cell-lTl-ueleu-liel III 1 ` . ueu_lI lie O Z u- w_ueleTl-1T1 ueu-lTl=ue1 - eTl-1Tl-ueu-1�- . ..- -ITI-1Teleu ueleu-lTl-ueu ITI-1TeleT1 ueleu-ueu-w ue u-lTeleu 1T1-ueu-1T1 uelel e - - i ilmil=u ulmilmi a ilmi a =m ulmilmi a it i II _ _i u u _ _u u ilmilmu a=lilmu u= lilmil 11 ilmH a=lilmu 1 ilmi II mil=u ulmilmi a i1mT II Nl�,-u III II m�=m =mm =m =mm III` IIII -T= T= T=T =T= T= T= =T =TT= =T z 2 EAST-WEST BUILDING SECTION 2 -III-,o W w U SCALE y (w 0 U H Z (n � a iv.E eeaalrvcnecnT J w NG E- U co UTY®rF C RR S CHMSTo o U U ILJI WII WII WII IIII WII II IIWIIu—II III -.1 II II II -III II—IIIII II II Ila II III II—II III II II- �I II—II III II —II II Iu--III III II III II III lu—III=II III vJI II IIu—II II IIu—IIL—II III II II II II ,or.e 311-111-111-111-11E111-111-11E11EN1-NElEII =11E11 = _ = 11-111-1N�1u111-111�11�N=111 =111=1N�11=11E11E1' NE11EN1=111=11E1N=111=11E11EN1=11 = � RECORD DRAWING o10 - 1 EAST-WEST BUILDING SECTION 1 4 PBG-963 SCALE 3 11 1° CITY PROJECT#25069 CONSULTANTSSHEET NO. A7.1 CONSTRUCTION DOCUMENTS ggEpED�q d4 h W 2T l.P C d N Q0 TE of t� N TPA OFING ON OORNGONPOLVI501NSIL4ON B_UPOLVRISO INSULATION .GFlrva on POLrlso W v eOARo.—.GEE DETH(RYLeI _ .AVERAGE GET iP�R R�19 FleERU ASS R5nIN5Uu110N IFITI IAVE�AGE1' IFITIIIGN BOARD TFAROGFIrva Gry AGLVIED INSuuII ON oEVTH IR42N DEPTH R'Ttdl — - -ilAE2 R�i9Ha'ERaA6694TTINeUUTION F.AFFOREHIFEPTHIR�4-A 9f�U RAVORED.I. T 119FlBERGu66Bnrr ---------- ---- I—ATIIN INSULATION Q GO F OF K OF - FASCIA iPoI.I - _ i = FA6a T In i - - nRl RENTING HEIGHT m l J _2 - - - _ _ BEARING rv5 GHQ - BEnRINGHEIGii�� REPJNG HEIG� a S„ h W RSESE Ew�uo SS eGscRESu� l 1 ucruaeL e. - 7U!7 RE PArvEL 1e° ESE �}} SnmrvsF USA uFORAIR ED nG 9 Z� u N, _ _ _ USERS'„NEL PnrvEL F FEE .ErvT SonRS,uFFr - El IT ARTS AU U1111ULlE FIRICEDINT GE DE R9GFaER,rv59rvATTNRUUHON "E =� ii INTIN3 ET—O NG aE�REwa [OOO sruOG,T ry O rry AauE RE�STANT T aT TEST R. UG"SLAOeFRATINOG N FINIDRAE e. s — eATr GUREOGLEO RO.O r G. O FOE«FRAMNO RE 1 .INu.rRlry PAINTED _,OCT E = o wNo TELNOORnUD a xGaRT —O.G. — I v� III FGERaE,ENT9ON,PANELaaTM A I 4 �0i w u s NGPANEL p r = IT Er US ..FLEE ®s GcOco FuaSNcFISAIGI NNF, U o RESOLE wlsR .ASGrvarL aEL SEA OS FlITIRAL rrvuOLs oA.PROSFNc I.N U o _oNTINUOUGo,.niPP111ONG c[59 a - PRaCEO551rvG LRRNGOTR y w F Z w U O (n XLl',O'llTloI�lLl US TA z O ONGRF FILL AGONRT LUG w H ~ U - W L1J coucRET vl Ja S N..RE. IF JR Eusnrvc corvcRETE FouuSATo� ,TaJcrua„L en.70N,RE. U N cTuwL FNsn FLcc� RNEFLooa� U W,. - _ RUE FLFEE — iAG n [9 o aG r io[9 � J S c ESPANS N,,.aur — — j 0 U =11111 I1 I11 oERD�AN 4 SECTION lad PROCESSING A109-WEST ?SECTION Q PROCESSING A110-EAST �f SECTION Q PROCESSING A110-NORTH A SECTION(cD PROCESSING A110-NORTH J L 1s°ALE-3J�-'-0 4 CONSULTANTSSHEET NO. A7.2 CONSTRUCTION DOCUMENTS ggEpED�q d4 h W 2T l.P C d N Q0 TE of t� ENILEE N W OF C F' o IF . a IFIT1nrr�26i F W Z FIEERCEVENreon —HARING- Recnr� w r TRA I" ULE F oA m iNEuuno" owENrce uc vsuUrca ouu RN vasunsoneo ur RwE E IRWING I sent uc ou EDEcxa SP,.rr oEcrnE(av ) RAYI.m wRo,a oePiry�rzs, .Darr sEnrr eJ uLca rvs 0 E oN RreE E 0 s � E _ awx uu i soEEraauE — tin exsr Nc __ ercry� REE / G"� F. RVJ - na„rr esn7� sIAIL NI E."TR,uEL - - -- ea,RDSLEEreANEL L ormoo rRv DIE-1 ANIIALEzrERioa aII cu IrrvIITarEFA rEo = N sraucruRn FANFE : ED 1RRTrLRE 4 flu w SENT- ITERn - o F SrRucuRAL111.4 U O E —INIEIIIIIIEDIII urcE H C o IIRnE�P' Ell TIN,ITIIITIRAL I l ILE JI 1nLL IITI SRELLST01 ENDER LLB z W U EXa71NNErRu REnR ,,RLL p — z REsroNE,EIEERro z — O .N w F IFINDAI /�— PIURAEL ~ U ILL" Eu IIE IF STRUCTURAL 11 EIRANIFINIIINT III FRIBEo sR ch NE coNCRE raucruRa \RE T sraucru couEucnoN FRINONCRErE asL rf 1 srreucr.RA NRLE P0N Re. J IF I (n J co ioc o iao o EN ENE mRaoE RE., ioo o = L o Etaa� EtooR� EtaaR� - ..a. .. 3111111 III II IIIII II U o j u m luululumumuuuI a ur II p IIIffl 111111 - - - - - - '` IIII=III= IIIIIII I-III IIIIII—III IIII II III—III III III—III IIIIII- TH -II III II_II II II_II III II_II II�II�III��I� WWI�II-II I� II I I I IIIIIIIIIIIIIIII=III= f l l 11 l 11 l 11 l 11 l 11 l 11 l 11 I II I II I I III I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I sHEEr 48 m 110 RECORD DRAWNG NO.. 4 SECTION Q MECHANICAL A107-NORTH SECTION(a)PROCESSING All-NORTH O SECTION(a)SALLYPORT A108-NORTH A SECTION lad CELLS A105-NORTH 4 P B G-963 L 1 scnLE.aia=ia CITY PROJECT#25069 CONSULTANTSSHEET NO. A7.3 CONSTRUCTION DOCUMENTS ggEpED�q d4 h W 2T l.P C d N Q0 TE of t� N W C_'F f Q w- CC t- _ t F,isre AVERACE4 DEPTH IRl W t� Z ?Q: h FLIGHT e,D reesTreuc.ureA, —_ eEw OFF 1A E Vn.N U) — aoPNCDNPOLnro INSONIA9 oN BRA 1,1A1ER19E4" re SxAn DEDecxs x,s FSON,As NcaD w DID Pre DTSnso .,a Heereauss DATT NeuaT aN N iso +�"c rvsuLnnDN IAN-�xD, PSERGVVSEATT U a' FwcTNcre0DFDEDxA FraNNO ,suE GESATINSLUTian ,F2csl Tx zei vneN � m III �a Ere G e>" _ IN Jc,EcLl P TE PT2v FABcAT IreD — oFEF DUTTFx FDFExN4D FEF T i:Es�srwrEre u c '' FIBER FE`R� �AJ Eo'-ELAT'N FeeSFFTPANEL, A)ALLCE�ssT�NT xNTK m H o. sE rANDo�vAsscnFDULFD �.sTNCEFAA D sHASEsAHEOD P� CJ o xASnNc xEu,Fa.D FDT. LYWDnDSHEATb I'DILPORNNIT DN MLI aF°sTeuc,UenL ,.ALEeun 'ETwc.ureAL AL 1,2 C 4AA�EEEYDND DxmN�srAPs DEAALL HETAL C weaExas ��JNTET 12 1—FULED w FIALH EASscnEDuLED Z WINTINII 1SR RE.ETwDTu�,L o w DA PPxTonN� U INSULATOR'DARER oN,'2 Z R111,RE TureA aoH o ETreDLc E�TxDAL P Z DDre a� D A ND z O a` FOA NED,AnDN FDA1E,Ns w H �NEEreNCLLEX—FULlERIONE O I'D w p w DsN�rooNDxETE _ < oDL D XZT c�JN�TE STNE� ? RWI FLOORElf TDxAL DN .xFDFDDE Du w FINISHED Al �D 72 m mi _ O MIN- - = o SHEET 49 of 110 _ — i RECORD DRAWING NO.. _IIIIIIIIIIIIIIIIIIIII—IIII I �� I I I I I I I I _ � � � — 4 P B G-963 SECTION 0 OFFICE A102 I WEST SECTION(8 VESTIBULE A100 WEST III SECTION(a�DWI All EAST SECTION Ia BENCH Al19 I SOUTH 4 A 2 A 1 N 3 sD � D scnSE.u o ALE.v D SCALE scnLE.y°-4{ CITY PROJECT#25069 CONSULTANTSSHEET NO. A7.4 CONSTRUCTION DOCUMENTS EpED�q 9R `h d N Q0 TE of t� N W�^ C_'F f a,O EIeEaGu.s enTTlNousuTpN acfn.. IF — W d Z�: 3FARF Elrvlsn WScnEDusEN ¢„ "OFI[E s aurovasuu '. NE,.,v..,tac sLC III NG "IT N3 vs,e NEslsr,.vr cvP uS111111 usscEILINc �\ VENEER TGREI,IFNE ccN ERIRINGSTR�'cTNNaLc=ll,s TO REI.O J Vj �� a .m EXISTING TOP PLATE DETAIL 4 �lu CZ) r o 4 sGa�D-,-0 — U � ExienN„unle T"E"N aisnNc, LLTORvnn Lu ,. �eT. EEerO aEnar EINTIO31TRIJITOIAL CT" LLB TIP Eas TCNEnIu r Ed LE. rNVT„T e. OTuu NEwN ON^lu U U) FACTOR s„ TROCTURAL O F H — LL PlARINERENSTARTRIIIINEPAII Z — Dc ENEa E.ErvrsorvcsysrEm W J se PLr o saaTr nsuunuN — F J DANIPPROOFING Fe LUA Nun PLATE,.NGLE Lu PA tj PUNTED PTA Q eNEI w ovE'TCNT LLER U Q J Z Cn o W s nNue aEOsrnurcmeuti aoaaO d U —III I I I I I I I I I I I I I I I I I o IF sreucru L III = � . 1 . 4o'ERD� JEC EXPANS ON JOINT DETAIL WALL TRANSITION DETA L EXT.WINDOW NF LL AT CMU3 SAILE„1--11 2 sGAIE, 1 E, , DOOR SCHEDULE GENERAL NOTES-DOORS&WINDOW CONSULTANTS SHEET NO. oETAD3 SIGNAGEA8.1 1F Tr class lry OaErvlrvas wRERE REnuIRED er 11111 NOT 0—NOTED. CONSTRUCTION DOCUMENTS SET AN DOw SUBSILLS IN CONTINUOUS BEAD OF SEALANT. y'�EpED qq oolaL Tuary susslus AND FLAswrvc inEnlBRaN6 uv ATsnines T_FORngY ND DAnis. s nMNOFF.CTVRER TD ACMEIE REQ1IRE1 LDAD RESIST>.NCE. ODi1 All 1111111 FIT ARCRRECTS INsvEc11N BEFORE vRoCEEDINc. TE OF t�} 1. REFERTosaECIFICnTI_rvs FORCLAZINcsCREDULE. N = W AND W sLaz Nc sTDas aN RA SITE vUBLc SIDE OF FR.twIE. _ Q w TIIEI FIR DE DOOR REMARKS F INTERIOR 1001. - w o EXTERIOR..INOSTO—RATED Ill 11T RESISTANT ODDR. ?a OLD . AL11INITILDDIE1. R - E . INSOLATED DaaR. oS A FRAMEDIsrrv„D�ERNEADODD�. TEE OAS DF AE can SBB d ED. AA ,'�= S��.nruLEEs 'f '.`del` m" � N / = 10 OMEN �' SAE AA a oFooDR TO TEXT LINE 2 TEXT LIN 1 au — u o wseoss olESL ORLDEs.N¢E aai��TEr OS NcscCEAG J1r © Pi rocanlT `� B A SIGNAGE LEGEND DOOR FRAME TYPES v Auj .li— H Z W W = t"t z — O 72 Eu — L J E T�D�A ODo6 E oo D FPO ODOR C FPis�. B'TEE�A�EvsL;REo°oE E A owa W NAIE Ns SANTAGE aunlL1Na Tvvea� Ea F. E `° I �°E"""SS"' DOOR PANEL TYPE U w scALE. Ia= K Z U d � O GLAZING SCHEDULE //j p -- GLi D,O s sNEET 51 m 110 aL,aNOTBIDKNEs6_,Ns �'� GLjlissiLEunvacT RE O Gio�TivI.IR,T=s OrvoINGsTORnIE-Llj OuAt`7':va 11IN o RECDRDDWIW ND. 51KLA�NATEDALAss 4 PBG-963 GLAANC THICKNESS.91& WINDOW ELEVATIONS - scALE.aa-iD o' CITY PROJECT#25069 CONSULTANTS SHEET NO. A8.2 CONSTRUCTION rDOCUMENTS �4 W 2T l.P d H i N p�O Ss vLv rood xar rc ? aA#, sxEsx Pos „oossxEnsrvinG TE OF t cam' r aEkcEP[Nr 9d�c ezv LsvnEx FIBERL'Poe nr5L rc mr[�6verEin eEacE vEUNVLSeo.M1PPRc I., - �a[„F[o of N W�^ Q w DPo[ec. T�oPoa[oG_ DIPEDGI — d' W 'rvuocxvs ecxsou�so V Nuosv cnsou�o Z -a- - eirvoon 6 WINDOW HEAD DETAIL A WINDOW HEAD DETAIL WINDOW HEAD DETAIL �F L H cn - x U _ U �Ih CD w _ o F— LU F Z W U m U) Z Q ,uvswo<e en�ussr O — W Z — � W i.i.scLo — F O ISO- v,umw.a„ — W � sxssIu Nnoox...xrsnuun sus su U Z ssescen snrdoua aeus wE sin .ou-.rv.�c ccur.coMresoosvo � KS sssecs sumo s oreasots :"� U 0 vs eLvwomex� ��susn cxc sssecs srvrsor„uewsLsrsrss d `2 .re au,�occss�wuc SHEET 52 m 110 RECORD DRAWING NO.. rJ WINDOW SILL DETAIL WINDOW SILL DETAIL A WINDOWSILL DETAIL 4 PBG-963 SCALE.3-,O 3 SCALE.3=,0 1 SC„LE.3-,-o o' CITY PROJECT#25069 CONSULTANTSSHEET NO. A8.3 CONSTRUCTION DOCUMENTS ggEpED�q d4 h W 2T l.P C d N Q0 TE of t� N W�^ C_'F f Q w- Kr RE All— Z ?Q: R- [ H CfJ - esEscEinEUTs E nSHELIN' - U III � aTe aeax CLII NEE-RR E ESE TE91TENTRIDUIeRE� 4 flu w 'EC ......E �oT�a SCII—EINILLI�naEa ..... — o a �T eCT�e�eEs Tra — OTHSOEsm. p a s —.H n axssEaav e ESEaaes oosa a suEEIULII } a.S,xEoc� �Faa EEElEH'Evico nNT sooua + U o �eacxEaawnrvosEauwT. s wu.�anao Pnr EL,eTE. xEs yn ouEo nuc�E TN T1111— ISSEL u..xEoER".'aSEASE E sv"EE TaI LEE!- u _ ES nv �a= aarvEuaeirvc IlEll Z 8 DOOR 100B-HIGH JAMB DETAIL rJ DOOR 100-HIGH JAMB DETAIL DOOR 106-JAMB DETAIL U m J L Z Q O W H - Z - _ W _ w O Z ^ see suu ewac a,n a sec�u1Ec oea Eae+cussoeoaTs s.,xesu ER v oseEe.x vo oonuosSELOT IIEUEcacec EETTnaEsaLer,>ExLLNEI—E-1 U O Eox uscun oa.�Us U O sTauc ux« : a,.,rT,eE.sr ccTcau \ • scxEou�o sTaumsass seTIN aEEEas, IENIRETI �sEaLRICH EN1 R-waavc EassEw aE cnc O .>!a eceETRILITP� �ex U eAT �T,rexx� N"C"RENTsDI ems e�Ne SHEET 53 m 110 sax raEEnoFEoyncvina RECORD DRAIMNG NO. 7 DOOR 100B-LOW JAMB DETAIL SCALE F-0 A DOOR 100-LOW JAMB DETAIL TYP.EXT.FIBERGLASS DOOR SILL n PB V_9V 3 'F scnLt= -10 CITY PROJECT#25069 CONSULTANTSSHEET NO. A8.4 CONSTRUCTION DOCUMENTS EpED�q 4 `h 3�1.P (f' d rti oa in N 0 a Do.a Csac TE OFtc�' ae eor�s.ESI, N = W� d e COUNTEL REFER TOSTRucT-LxE¢saEo LnrE _- v=10TZF I. oxEAOE. 'q TENT OF _ iu NI.TEO _ x m W ON-- 9v; IITI s DEs K z ID I., E a H 000xas SITE oTIED TI s — xoco ne„rkE uLEo = a e DInD =_ -FILLED En.0 fE 111 NT EHM FRAME HEAD J NT H'M�FRAMESHEAD xFD Eo?E R 12 -HEAD DETAIL 9' D-,-0 6' E B 3 cc N U _ zu III tea . o o re�FERro ouwcnE-1INmr.TONAS -- U z/ �x Tx roF�FFx EV sz,w ,D aneoa�eo Ezs U o I'll EDUL xN�Trb,T.,Fs \� —J IFFOIT— s Encx q,E aT sauxr _ E ,.m � FILL S IRS HILDIIIINETTLIFFARR — --- GROUT FLLI4 B tour+L T'�o Z DAse OOD DryDUIFFN IFEDuico E um YP9UV BiARD Z DIES live iE > > ALLe�w L._a w U 814T HM FRAME JAMB G INL HM FRAME JAMB DOOR_120-JAMB DETAIL O w J G z — Z — OF Eu L BEFEBr,Nl .LIT.BOTH S xl U O O l ITH s Tu cu., i FFu"E a: O (� D ED v LINE i l� HIDIEA-x -- Tie, I'll IHIIEIU ED F+LL-E srIEET 54 Ea 110 RECORD DRAWING NO.. 7 INL HM FRAME JAMB_TFxoA 111 D PBG-963 a CITY PROJECT#25069 CONSULTANTSSHEET NO. A8.5 CONSTRUCTION DOCUMENTS gEpED�q g4 `h W(f'2T l.P C d N Q0 LID J* �ca oEa nLr ,i .Isar,uLsoEs ILILNIAIE1.HM, N - \ W 1 —Llll`oucTx au..xEaE rvo,n�o Q w_ M1IEP-La�iEa as.,��u�o.FE z 2 W Z� tea. h [ LOUVER HEAD DETAIL H V,,iTHNE�HANi�TEIxiPNENTxasioEs z inEnieaarvE E�„sxo�a ox�,.eaK H,PELE irvLll— U ENrvT.-L.-To ILE-1 L—Ea>aaExEENEEQaE � III a . EP O r o I � - I o � I > a I � o I I I I I Ir w z z w 2 LOUVER JAMB DETAIL U m ea Z Q ' � W z — Z — Lu L.NE=nsscT (n o ouPT..nax xxEa_woic �a ae S U O U O IT,"I E11111-T ILL F7 SHEET 55 m 110 RECORD DRAWING NO.. 1 LOUVER SILL DETAIL 4 PBG-963 scaiE I - N CITY PROJECT#25069 RCP KEYED NOTES REFLECTED CEILING PLAN LEGEND GENERAL NOTES-REFLECTED CEILING PLAN DEMO CEILING KEYED NOTES CONSULTANTS SHEET NO. cooRaNArr.^oNrnEcrNCAISENr=s NEaAL coFlrracroD,o cooadNArr_ANo or_vr_Loa ALAvour of AU Mr_aa = rnsou,HOLreulLolrvc,sErr_sronssr_srossEaoFr roR l.lArr_R_ A10.1 FU F—FIENTvrz S Po ANDS D CONSTRUOTION IF IIIII T.cF]Il Nc naOVE AI�III L rvT .,:' RE 1. rz TAlIRFAAF THELEBATo.NFAADTJBAT TONS FDa LaHT EzroaE HEGHTSF ANI EM DOCUMENTS RE�E66ED. D W R NDloa ggEpED A1. q 54 h FlRE DEAL ALL FORD.BRABrs AND—L ILL TENETRATIorvs THaouGHouT cdlJNGsnTITEELIIIE ¢ �q DENTFlED RATED ASSEMBLIES 'AlrvTEO FT2 HCEIIIrvc aiwELa s1111IA.11 LLE ALLC'EFFO% II an d 4. NDUTSSERNNGGHTNGISTOBEOONCEALED.INSTALLABOVE CEILING H N ERE NECEssARv DNLEss oTHEav,sE NOTED TE DF s DTRucTDRE.DucTIONIA coFlDUITE RECEIVE Z RETURN NI R GRILLE TINTED INISH(UNLEss.THERNASEI ITED).ARCIIhEBT Ta sELEBT cILIIN). A/at EVIITEII C, I,NOTDGTTIl Al HOCTAFF ARE TO BE CONSIDEIRED RELATIVE TO FINSH FLOOR N T_NOTED o D. F a FFU6ER CUSPCER ELFL. GALI 11C ONTRA d'H ti 4 D 0 .>.LLssaNCE — w o Z w 4 ram.'. o U NEAR UGT7FIXTURE ol D, O REDEEOF UNE L o° O ry NTED ` IF ER r i c = N IF. L U - n I F-LL J L 1 e o2 o' a.R. z•rsn o III d o� o as o �FH NEo cow:�oon 1 - ill uIi al II u � w Uu�--------------------� U � A,asi to .,T III r I I I I I I I m I- oz 3,a,z 1 N IIL L H Imo— _ = 0 '_ — III � uJ Z F.- .p0 — d 0 I JI IL ba� ��.-� <$M Ilk iLl JII II -.II _O L ❑ R: ff z k J Z �,�� - .III - w `` yla � III Lu -- Lu F. EELI^ iII � w n k " x U ILL a - A.F.F. k III U) Lu II o I, � . � -_— _--_ ==�I ` III li a � 7 a II �, _ _I m .II o� ---------------- -j� : I = = O A _ o. , ,o r L J U REFLECTED CEILING PLAN ---- - - DEMOLITION REFLECTED CEILING PLAN 2 s ALE 1 s LE o SHEET 56 Dr 110 L L RECORD DRAVMNG N0. � 4 PBG-963 NDRTH NIRTR CITY PROJECT#25069 CONSULTANTSSHEET NO. A10.2 CONSTRUCTION DOCUMENTS ggEpED�q t54 `h W 2 l.P d N Q0 TF OF t� N W�u Qw: W Z j a i F- C xa uc H tiT u CD III a �Eo 4 �Ih w w o r o EISTiN°°TII.1—CE U o � 5 CEILING FURRDOWN 0)CORRIDOR HEADWALL JOINT DETAIL a ECALE„�_,° 4 °-LE°_,° W NTT Z ITT W il I I°TEFL° E°PA.ER �u„N�°„�°ER j z ZLu J W Q F H O O O O O O O O O o in "' m�PaNT LSTF III a°°°,T1111110INTEL a (n U iE�°in�snsscasT�� F11111 °Pa°AE°.PuuTE° U j O O O O O o U SHEET 57 m 110 3 CEILING MESH PANEL DETAIL-A104 CELLS(PERIMETER) �f CEILING MESH PANEL DETAIL-A104 CELLS(CELLS ABUTTING) A CEILING MESH PANEL DETAIL-A104 CELLS(MID-CELL) �Ec Roowa NCNoSCALEL150ALE 6-'° BGTY PROJECT#25069 FLOOR FINISH LEGEND SYMBOLS CONSULTANTS SHEET No. ooaaamoaaafAros EGoas 11.0 �:sEUEnccxauTE CONSTRUCTION DOCUMENTS yvr.wxuar nxnnit .1 coareacuum,aErEArosvEraErinoxs ySEpED ggCy WV iy 5 S EEaEsixous ROoaixG ¢ d N Q ��E+ TE aft N = W w E mow: Q w K�- Q —— H 4 � I I I s I jt H N Z I N U I6 9;:5I I I} Q Ir _ Z uj Z � Z J O — J Z `~' Lu a Wto y of LL U U tL MINION ZD a � IL Q' O � U SHEET 58 Dr 110 1 FINISH FLOOR PLAN ® RECORD DRAWING NO. —E'1 '� 4 PBG-963 Ra rc CITY PROJECT k 25069 FLOORING WALL FINISH INTERIOR WOOD WORK ROOM FINISH SCHEDULE CONSULTANTSSHEET No. NEAAR. 11.1 vEsneULEoomAPH FACT CONSTRUCTION EXPOSED CONCRETE WALL COVERING PLASTIC LAMINATE DOCUMENTS scE ILL ILL ILL P CIFlCATION SECTON:033540 ECIFICATION SECTNlN:09 Y200 PECIFICATION SEcrION:Os �pED qq FINISH TREATMENT:SEALED DC INTERCO 8OLUTIONS :'CALSONART E - - 4 COPFIDDR RPl P2 PAY FLU PT4 FTT FLU PT4 s PL DFH�E FPT12 FPiiz E PPT1 P Ii ISNR. 'Ti PT, ELF FR RAPT, P,PT5 MANUFACTURER M1I MANUFACTURER PN FLU LOCATION'.REFER TO KNISH PLAN. PRODUCT TYPE:DURATEC WALL PROTECTION PRODUCT NAI'AE'.STANDARD wMNATE qR� W 3fl NAME INTREPID 25 60 NUMSERD- RMOV10A6 ANTIS p PRODUCT NA PRODUCT ¢ T NUIr18E- COLOR AR RESILIENT FLOORING LOATIOINRE FIFCAAJNRO n Qy INTERIOR FINISH SCHEDULE& LOCATION ROOM SIGNAGE-REFER TO SIGNAGE INTERIOR ELEvanANs. LEGEND ON AP.,. Te of t PECIFOATURER MA NINGTON G ALI MANUFACTURER:POSIGNTON GOM1IMERGIAL L EGnGN AAnCUFlCNATURB MISCELLANEOUS FaFPRi1PT,� PTii'PT� '!31 PLASTIC PANELING N PRODUCT NunBER'.A-Ms33 CS OR STpA RDac ME18X18 SPECIFICATIONSECTION: 20 SOLID SURFACING COUNTERTOPSUP INBTAIATION METHOD.GPoD,,A TURN PARNIRFCOiRER IJiARLITE 551 L' IT, LOCATION'.REFER TO RNIGH PLAN. NRTSEAM SPECIFICATION SECTION:12 - PRODUCTNUMBER:Ss5462 ANUFACTURER'.VINSON—SEND SURFACE F COLOR NAVAL WI WERE GROOVE 118" PRODUCTN'JMPER'9206CS EPERFOXY RESINOUS FLOORING FINCH TIN LOL°RGNHITEsTONE — BE RN:INTER OCKING CATION:REFER TO INTERICR ELEVATIONS& — t MANUFSPECHACTURER SHERN.OB EOOLEIPM REFER TO FINISH SCHEDULE& FINISH SCHEDULE. Lu CD G,2a INTEWOR ELF—IONS. FINISH PSCHEDULE(REMARKS z PRODUCT NAME ESUFL RMCALARODOORSCOLOR ¢ a.PRODUCT NAMEORIESUFLOR W'4"ROLL UP BASE SPECIFICATION SECTION:BP Ti20 ,.DETENTION CELL BALLS VJTHIN CELLS AIDS TO BE PANTED PT,ON BOTH INTERIOR AND EXTE LOCATION'.REFER TonwsHPLAN. ROGUITTYPESYNETFIXSM1IARTSEAIM FRAMES uunP�rvan7 AreoAPAwTEDPiz ATTHETORECEME IF ORPI ALL. Id IN PROCESSING Afl0 i0 RECENE FRP,PND RB ON ALL FOUR SIDES PLACE / WALL BASE ERopucr NAME sURA1 HM A.OYP6UM CEILING T08EMOI6TURE RESISTANT. PRODUCT OGGIA IN WHREGROCVEIs' SPECIFICATION SECTION:OR 1113 PRLACE PLYWOOD PANELS OVER GYPSUM BOARD GN EACH A'ALL REFER TO POLLFINISH'.SATIN FINISH:PAINT CHNGLOGY DRACINAS.PAINT As SCHEDULED. WOOD PATTERN.INTERLocgNG "PLOkEFERTO DOOR SCHEWIE sCPAINT STEEL MESH CEILING P72. WBi LOcanON:REFERro FINISH SCHEDULE& SEELOC RON:RTODEFER O DOOR SCHEDULE SPECIRCATION SEG110N_Ofi ID 00 INTERIOR ELEVATIONS. FI2,,,2"CG' G, ABBREVIATIONS PRIBH'.sTAN FRP3 SPECIFICATION SECTION:06,613 SPECIFICATION SECTION'.06016 _ COLOR:MATCH PEE S FINISH FACTORY APPLIED STANDARD URETHANE EX6T EXI6TINOSTANE VENEER RBMp RESILIENi'1lALL EASE acATIN.REFERTIENI6HPLAN.INTERIOR pAq"pUAiTNPERSERRLITE COLOR p..ERT s'..I d ELEVATIONS,&ORION SCHEDULE. O c : .I--ALL PANELS .SEE:REFER TO DOOR SCHEDULE ER"'BPDXYRECINOUSFLOCAUNG RE. RESILIENT FLOORING C(J PRODUCT HIRE INDURO HPL-FACE° LOCATION:REFER TAAOOR SCHEDULE FIBERGLASS cc a PRODUCT NUMBER:4143 FRN SC%p SOLID SAARTINACONCRETE FLAG PLAGTIO PPNELINO SECA SOLID SURFACINI COUNTERTOPS = N COLA GLACE GYPYY GYPIUM CEILING ,CCk NIALLOOVEWNG U RESIU ENT WALL BASE LTERIORENE`RODE("'s"s`"E°°`E6 — INTEworeELEVATIorvs.. DOORS wesri MESHPArvEL I: 'nrooD sPEAMICA USECHON:Q-13 CEILINGS scw PTIA PRINT MINATE '!lvpa 'mooDVENEER III a °US �' PECIFIGAnoNswnGN:O3ra16 ,� PRINT � a MAN PRoP1PEDwnu BASE FINISH'.PU PI-REFERTODIOR SCHEDULE Ih w Lu uccTURFR LEGAL CONNTOURS AMPT TYBOLD — p H o s¢ERBFBREFDOOR OCAS HE SOEOR'a_9"DALPHIN GYPSUM CEILING °CATI°N REFER T°°°ERB°HE°DLE GENERAL NOTES-ROOM FINISH SCHEDULE p ACAI N:REFER TO FINISH PLAN,INTERIOR PECIFICATION SECTION:OR Tt,:+ o IE ELEVATIONS.&FIN SCHEDULE. SPECIFICATION SECTOR W22262 SPECIFICATION PT2 s FINISH:PTi FINISHROLOR'.DOVETAL F,CFrvrs > t COLOR SNOR'SOUND WALL FINISH ICATIONREFERTOREFLECTEDCEILINGPLAN8 EeRBFBRiODaaRscHBDULE e- o FINI3H SCHEDULE LEGATION:REFER TO DOOR SCHEDULE ATlarvs. N uINTFRIOR PANFNf� FG1 SPECIE CATION SECTION:OR oRNFRs. FLAT PANT HASH APPLIED AT GYP CEILINGS. WOOD MOULDING FINISH:FACTORY APPLIED STANDARD URETHANE -'ELI A.F LL PANT CASH APPLIED AT COLOR:DESERT SAND AS OF aRIOR SINUM TRINS IS SPECIFIED UNLESS NITER STIENT. PPR9TONS SEE:REFERTO DOOR SCHEDULE TOPAINTING HiTECT.VERIM1Y6CWRSdIIIITEIUOIIILICIION�AinmEC sENH LOSS PANT FINSH TO BE APPLIED Ai SPECIFICATION SECTION:06200E LOCATION:REFER TO DOOR SCHEDULE FESTR ✓DLLs,META1.6„DOORS,& PRODUCT TYPE:WOOD MOULDING ERODES sEE:2"X91A' •� WISH:STAIN w PAINTING COLOR:MATCH PEE F INCATION RFFERTO FINISH SCHEDULE& Z TERIOR ELEVATIONS. Lu 6PECIFCATIEN SECTON:IS 9113 L) LEE] MANUFACTURER SHERIMN BILL AMS J INTERIOR WOOD WORK z COLOR NAMEI:AsrEiovvsou PS O 0 A—N:Ns. nwsH Eu Z REFER SCHEDULE PLASTIC LAMINATE Z F — BC A O PT 2 LEE SPECHICAU HSECAON_099113 SPECIFICATION SECTION:08 4116 F Tn PIRANDFACNRER:S HERWINWIWINA. nNNDFACTURER:'NILSOPART — Lu = ODUCT NUMBER:SN10,8 PRODUCT NAME:6TANDARO LAMINATE N COLOR CAME.GIVE TNL TNUMBERB2i258 LOCATION INTERIOR DOOR FRAMIEG.REFERTOCOLOR CENIZO CHERRY Z INTERIOR ELEVAT INS&DOOR SCHEDULE FINISH:FINE VELVET (n L.L LOCATION:REFER TO FINISHSCHEAULE.FINISH AN,INTERIOR ELE—PHS.&SIGNAGE LEGEND of SPEGFCATIONSECTO0991IS I6 ON AC1.A = O MANUFAOTLIREA'.6HER' PRG UCTNUMeER.SW1602 U ME:INDIGO BATIK PECIFICATION SECTION:06 4116 U) COLOR NAME SIANG REFER TO EXTERIOR R'.M'ILSONART EL WAnINs ROBOT NAMED PREMIUM LASANATE d PRODUCT NUMBER:71AHAM PTO CLRSTUDIO TEAK O MANUFACTURER SHEFNw NI1WAMS ICATiON:RFER TO HAULPUNISH SCHEDULE.FINISH U PRODUCTNUCOLOR NAME:9RE CHILL PLIN&INTERIII ELEVATbrvs. OCATION.DETENTON CELL WALLS CEILINGS. SNFHTSREFERTOHNSHSPERS LE .INTERIOR PECIFICATION SECTOR.0b 4116 ELEVATIONS.AND EXTERIOR ELEVATIONS. MANUFACTURER AILS PART PIRODUCT NAME.STANDARD I,M,IINATE R,596�9 SHEET 59 m 110 PECIFCATIDNSECHIN W3,23 COLOR:GREYABE RECORD DRAWING NO.. NIRSIDIN NOORE FINISH MATTE uFAciureEre'.BE PRODUCT TYPE.HER RETARDANT UNION.ROAM SIGNAGE-REFER TO SIGNAGE 4 PBG-963 PRODUCT UMBER FER, AONA6, SELIR'.wLITE LOCATION:Il'STORROOIAPLYWOODPANELS- CITY PROJECT#25069 GENERAL NOTES-INTERIOR ELEVATIONS CONSULTANTSSHEET NO. ARFHITECTTOIFLEITILLPIINrcCLTI1 NHETHERIDEN,IFIED III IT. 12.0 CONSTRUCTION 2. REFER TO AD.s.IERL AND Ao.5 FOR REDIIRED S OUNTWC HEIGHTS 11R TA DOCUMENTS 1. REFER TO FINISH SCHEDULES FOR RATeRIU 1ESICNAL101S SH C:aN Cry INTED OR FLEVATONIC �EDA 4. REFER TO 3PECIFICATION1 FOR TOILET IESSCRIES(FAR SCHEDULE.REFER TO SHEETS AS 3. 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BENCH A119-EAST ELEVroEOP� WHNHrES,o. .� 9 A110 PROCESSING PYLON WALL-SOUTH ELEV. "oLS. o,° �� E,oIIS p III p a SCALE 1-1 8 SCALE '''orNrW 7 sass va=,a �Ih w w CZ)r o U — O E 'S %Ee E�isscowinxro Euo.W xv..c oo arcONrera.� - aEiwN.vanrm-m.I LE U � JL -- o ° o 0 �ANrF�L�Ilrvr o w 12 TI o 0 0 0 o z Lu o Z Z E,EeSxWHL anNEASscHEEEEED xA AE ExH� I.I.HE inE WOEorw. O O -112 A115 WOMEN-NORTH ELEV. A115 WOMEN-WEST ELEV. CELLS A105-EAST ELEV. Z Q 6 s aLE 5 sc E„4. 4 F w p Lu H � ND o Hx. H O xe HECFUJ cu xEAtlAIu.PAINr Pr.ttF. FONr'.,IICFaSc rs>NSSERIF BOW.rYP. _ _ = g LL IXPo61,ivACDu'.,`lM'oRM. LA EXFoc1YiVPc ouL`,pxK U J P411N RE MECHGJILAL aalNr Wa,ae.uEcn>Nc>L Z U) ° ® a 12 'oNrxoS�LIT o, oU 0 SHEET 61 If110 I-IN —eASEasswEouOi RECORD DRAWING NO.. � �E�sexWxl� x.EA�W��DLIM, o ooR.NOE��AE�._�W�I�,r IsxEx��aINEr 4 IC IIEIIFll.I PBG-963 3 Al MEN-NORTH ELEV. �l A114 MEN-EAST ELEV. A CELLS A105-WEST ELEV. L 1 CITY PROJECT#25069 FURNITURE ACCESSORIES SCHEDULE FURNITURE SCHEDULE FURNITURE SCHEDULE CONSULTANT'S SHEET NO. Po 9x MTH Es1Po 9ory U,I-Eo9r rtt HEmoEscwPTlox 13.0 SISETER KEr(ONE KEY) , , SQUARE EDGE wvINAPE TOP FEE,LATER_ HON H11.11 N— N—O 3 DESK SHELL NOR Hseuss N"7 NTRPGT CONSTRUCTION E cECIOEDOHEv DPnoxrc coRE Nr HON HFAII nIINnTE. 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PLAN ND UE o vossla ORTH D _ 4 PBG-963 LE.cErvEanL OFFICE F.IRrvISHlrvcs scHEDULLD ARE earls FDESICN CITY PROJECT#25069 CONSULTANTSSHEET NO. 14.0 CONSTRUCTION DOCUMENTS I q I Ep n `h _ ie w.Nrrcv I I I I aT - d I I I I _ I I _ TE OFt�p I I - = TILED m - P. mNSS""OaxET „earvassc L___ _ J �reT nATEncJJ61ABE eo=eoaNa� x+sF NRr ocE xE ELc �L N _ ':EITE 3n I TN sxEu aTn - ONOTST FT.11 W N ac PIT" GNE,ET,SITE 1110,ALL SE,FND.PaINT ITTSunc_ .�.v=NsiT niDF aoaND cans. I —- _ d'x E IIINTEIT_aa< W c�_ :NECf1E0 A BENCH GLAZING HEAD DETAIL 7 SOLID SURF. BENCH COUNTER DETAIL -—-—- Z � .7 scnae.s ,o I scams.s=,o v.uDF saga I we Paannev SaausT"'E_ceT F - ] -12 TH-1111-11 esae DNT I �' Nartw,SEE FLnoNaLw oasinaE 11 EouLD roPIF wuEE roouaNT T U) - _W rNs Enai'r F iom U PA[IT POSE e ma $ III :E)a a, 4 �hi w w _ ono 10 SOLID SURF. 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U PRE. 7TS Ep�Ff• t>OPa + UCH jAN SHALL NOT BE SUPPORTED BY THE PIPING THAT CONNE TO ® MATORY r -, -+ + 1R �/• LACRCULADr D91II M.•1 R•/t PHASE,BE IIATTS,IBM.IN-LINE,LEAD-FREE III VOLTS,112SHP (,MALLN11110) �v KLA ® 018I GPM.•1.M IGPa•Odt PROMDE4 LT EKSIRTTC EIS°ONATGAM ANDOFFATBPM.PROWDE PII.I,.ee FM•r A�uasTAr TCHES PUMP ON AT MT.AND OFF AT IMT.I GPM AND 9T OF HEAD. m � wu; GRUZACCESS �: f MD C P BRASS NUTS,ESCUTCHEON;SUPPC.P.ANGLE SUPINJES 000R OIwR ®THAN 9-0 AFF;COOMINAIE PIVINc PANEL LOCAACCESSBMnONs Wml GENERA.CONTACTOR STaNLE93 STEEL MATTE ARCH TECNRAL DRAV0NG9 FOR MWNnNG HEIGHT RE SRCH-CTFNUL NS FOR CMLNWPUNTTo MATCH CEILNGFMSH MxK r 14W ,1m ,m ,m ELKAYLRenvrw•1,1111TOME•Sx'T COMPLAE Two_C PARTMI+a GA_E]D:BE AnN FIN SH SELF RIMMING, 0 COItlF]mATE OWN Box r 111 _ _ — OATEYCMOCANO].71 sI:CONDWRv DRWNKO:11 DRAl Box,we ECK O �:: (DOUBLE eOLwAR1FBn) PITnxG DECK,BACK(EDGE BOUND DAMPENER XLE,vx3,•xe•,REAR OM YA%FLOW=,O CPµr°RAIN OPENING ACJ.MOUNTN°ewY:KETs WADIBPOSAI AYu 00ICR FAUCET:C.P.BASS,e^sw DECK UMBRELLA PREJNSTALLED v/-COMER INLET DLE 9PFI G CHECKS 1.1 GPM VRAEATOR.a"CENTER( MwTERica°R CONNTNRACC°TO CONOENras°EATE Sv�°Ax°OR°IxT>=WAavWAS TE 135 TUKjMA L]�v3^s—CONNECTION,I__.S.DRaN BODYBBaSET STRAINER, 11001 SELECTROPPoATE "CA GOUBIE CIFANIxIIT — — — — WADE B000.+3PoIMIFAB Ctt00<AANOIT�PIIZURx 1111115M1TH as�11sM1AMID CF,,BRASE MUTS,ESCUICIEON;SUPPLY C.P.ANGLE SUPPLUES KITH pCO AAW WEE7ORE, -FLEX TUBE RISERS,ESCUTCHEONS INSINKERATOR ADGER MRS"ER PLUG,SPECIIA_DUN ROUND SCOR°OEO�UCTLE IRON TOPAN NO' LVAIDIISTEELPs,MR,S BE'DI'G ELEMENTS r"REN NOMnLT—OR COVER,AACHOR Ix ClCRETE Pal/rzte•zr DEEP, RUSH WRH GRACE OR SET FLUSH WOH SIDEWALK BBOa,31�MIFFABc„0u RP,RiuRN i,LKKSMTH.3 NAOSAMUSSW04Da1 � �DE YNK r r M��U ND GT USTAB CACLEAMUTAID HOUSING, (FLOOR :12 1 GAT Ws�E^s:A=N'E99 °.r z a MCHOR N CONCREETEE PAD ;a°s?o DEEP,RUSH WITHR INTEGRAL, KFAAUD�C.o VA�UM B INTEBIN EGRALDHEGKYA YEs,LEVERHANWE9.walBRACE HOWSPORT,PAIL HOOKE ES,LEVERH IGMS,]B^ARING U FLOOR CLEANOUT SEE BEE BFE — — �BIC�I(EBHR�O•12HwCE NEI°U°M�°KWIYTTO°(W VAxWLYkOOF°UBCR YS .T.ONOP c Fco we PLUG MOUNTcovm RUSHw F OM .. y FD, Owx r PLAN — — TSOAs.,PLUG, F„aocll]Osae]Oaao-RNSMITH 30asAx:URN WATERCWWT r e . _ MPfSEAT E, ETIHITE . ® �saPN1 ATrs FD1DD�FLOOROWN:CAST IRON GRAIN BODY— , °�..Maiwr III cc w w ICELLeI Laf vi:Ev RANK TYPEI O H`o EEP SFx RTwvcxr ® STALL"GE s EN U S AT ifICELeaONa'�HEELTPROOF PERFORATED:D°MSUPPLYANGLEftYWTHSTOP. REKTUBE RISER ESCUICHEM. O c ® F�OWN r +Am T — — Ii+E00TSD.T Ary1FAeF 188GNlµID9M1]BBBBE-WN91YD1 ® wATER CLOSET A / , — zwIDwADULT TAS COMPLIANT.17-49'MAIL TOP OF SEAT,FLOOR MOUNTED,BOTTOM a MTTSFI—)FLaoR DRaN:1` ROM GRax BODYv HIW IPA MLaoRMWxU I.uXRGR CLOSET( _ OUTLET.V.C,1.28 GAP SIPHON RUSH,EWNGATED,1 IG'TOP SPUD,MITTE, STABLE TOP; DIAMETER Enw DurY,GllcraE (FLUSH VALVE? U _jT IRON,TRADICIR DEEP OPEN FRONT,SS POSTS,SELF SUSTAINING CHECK GE;SWAN HUB x r + r — — IDE OF SIALL. HDI DEEPMALTRAP DEEPMAL P vc Hue DRAINwrtH o Hue,wo�TRAP cu µ0 RAIL BRF-alEIL PSgExvosEDD,I M OFF,ESc°UTcEON,MOUNST11HANDLE RCIOBETMV Y r f ,• — MRN T/01103 SEPoERTENAL-ARE"IAw�OILET COMBY:TAS TRAP PPoMER — _ _ , _ cE Eralr,,r•18•MAKTnv _ 6LIAOU9MRVMOUNTED) 1/WTYRE]w t3 ATNA H,FLOOR YDUNTEO,BACK CURET, VE) [TCHASE ACCEMBLE,W GRAB BAR INTEcnAL TOILET PAPER HOLDER AL EQUIPMENT AREAS YATH APPROVED TRAP PRIMER 111.01MOUTELONATEDTOILET BONL.S,Y"TRAPSF L,33t"DIA xO(S).INSTALL AT MINIMUM+r AF.P. 0f 8FE — — Cl1lBETMV r ACORN,NBFA4T 39ERIE3"PENa.WME"IAVrtOILETCpSBY'IAVR AT PLAN REW,MINSDIA.PIROWOECLEN,OUT PLUG TO MATCH 1 Sr YIN.`"FEBER2 BE HEfM,ts�TOPO MAT, TCOPE]b SV RIM PIPE MATERIAL. (AWOR MOUNTED) ANISH,FLOOR MOUNTED,BACK OUTLET,PIPE CHASE ACCESSIBLE INTEGRAL Z O eEE _ _ R BE RwsHVALVE) TCIET PAGER xOLOER I.B GAP BLOwcuT ELONGATED TOILET BOVT.,s,m LJ.I oR pPOLgyLEADFREEIMa°=R=MNTALL TO M,A3�51otERi.�,%—L22OT, SKC TRAP IFICATIMS. V SEUL 31O"DWwASTE OInLET,xrDRAUu�Auv ACTUATED FLUSH B vgmFORD MODEL Y M°DERATE CLIMATE WALL HrGRAwr:sTAW A3 Z LLI RTEEL DOOR AND FACIA ANTISPHON VACUUM WEAKER ENCLOSED INA J .A°TD—C WNINGN REE E E99 Wa PLUMBING PIPE MATERIALS SCHEDULE GAS LOAD SUMMARY(10"W.C.) - m x—UM BREAER ENCLOSED(A—RUSH LLPMAM 3A3+rHfcrABLE/otel+) Z — � 9ANRMY 9EWE eE-GRADE Dry_ IMSEDR. $ LLI = MB«F ULE.C%Af PYQ s F- V FIRE PROTECTION DESIGN CRITERIA PLUMBING FIXTURE UNITS OWERTMPE�90 T _ IR p Gn _ COPPER,TTE•L•HARD GRAMM EMERCENCr GExEATOR UM .ATU_CAS EDULE Q BLACK to xeWce.N.USE�vlxmxRAnN WtolxG coDE PIKTLRE arr. Ow�E aGFu xMFi,xaFu WmT,PEAKS"` QUICK-WCK ALUMINUM PIPING T�K fnMUL m (DING C-.TRUCTT AU—BPRWKLED. cx uaxeTe TmALaw.LExLM„ _ ILDING DLANIAGATCH LIGHT xeiARD TaRnoeeT.w +,o xm PSEe� Em` A U jllMEAlElM. ,OGPLVSOFT .rt FAcroRFIRHYDx.®twOSD MMMA,DPUBAFETY 1 YA IAVATCiW 11 I 1 11 3 12 1SUS 1t0 OAO ARE SPRINKLER ABOVE GRADE->3-113' BLACK SlEE19CXEWLEIO MM � d cULAnOxs. O. S S 3]b SAO �•AA sE DEMAND REWRExExm.,m GPM INSIDE),INS GPM IOITTSIDEI. SEWCE SINK f r 0 3 Pia DRHULwLYuc I9EAN.M9'ROORI000� NG FOUNTAIN 3 1W' OAO 1.00 021 0d0 t00 - 0.m avTESCMUNGS AR MACGIRDS FTw R.unLm—EAaSED o— DiesL PREBwRE REAwA x�GINAREA�R PoSINK M , ,+m 3 3 S B x 478 �KITHCUT r TRAP 1 r 3 B •p.•{2 U uILYx�T IMOSE BIBB 0 0 t00 Exm GFN PAISNFVAI�NA`A3t ALL �� OT/31=5 AE2��cWEB,AND DA M NS=EM,D_MPAxYDDIRS, M. µPU „E M .� N IRS SHEET 84 a 110 NO FIRE E FOR SITE,DIE FIR THE OIT.MT vreR AND ME THIP GRA.O TIE FIRE MARSHALL FOR APPRDVAL THO ONE TO THE E�FOP SS" TOTAL OPx M ]R.0 ENG/NEE/../NG RECORD DRAWING NO. P.Ee� _� agIN�INgas g IARING R PBG-963 25()45 CITY PROJECT#25069 CONSULTANTSSHEET NO. P3.1 DESIGN DEVELOPMENT N = W w E �co Qw: Kai q —_ W u; Z�. �xs NM x x _. �a rwATExuxEax P x �A.�a aE,ra x °� —NA�a ua ossM�xM¢ x « RN xooaxArxpxx,MAiu.R1V s¢u�F.SnsMm¢ �09.aY IWnYANa NATEx uNEs.WsuNEsl¢£MIX1EMCEwAYSANa G+B SET H,.Bxro SEVAIIrd�� EMSEATSI � PAFAnIXl of 3c xgiPlN 1I5 M4IMNIEn Wml¢£CIN GA45EY�Ei{(A lfuurES - 00.7. E a nal1 MI�tl4Vl � Axr„xEcraau wxoxAx .rouay. z ra = cn _Mom —MIT rN e•wx wa rN_ wA rnwaE .. z U cwlEmeru eux. °1 X rn . � Ih�w wAm _ O H w U q T_RE_NCH PIPE SEPARATION DETAIL sArn 5 WATER PIPE ENTRY DETAIL g VENT THRU ROOF T FIRE SPRINKLER RISER DETAIL o UNDERGROUND INSTALLATION OF PLASTIC PIPE uwArs aE a,wEn ixsmicrnx,mrxE.w,usrua�nwiEvurtro>�rrlfanntimcraixcsrsleaeEixc usuuo.>ro� V—SUS AxE_ SIT N. c.. AWUR sEs erEaNC U �ne.om<srumvmHucncE Eox uxoEncawrmxvTuunaxanmaonwv,�caaEssuawwc. 1, cc.SES s xATu�uccwnoss syscln , warn vnm arxEmExcx sxouweErnERVE mtalnsaE I uu T EhxlawsisxxcxEsoxrnE Axs wrsoEownErExnMEsr�s ausrz ArAxaEx sxor AVA uesE.cawraAcnxesnwwoeE ooxE er sffAq�Ea�o mAtEcc ErlEwoxttsoxnm NE 4- imi s,E s. wua Ax W ENT wxrxE Ex�oxc _ H LCMPALiaN Eau arnExr usEo racoMancrrxEeAcxE u. Z NGONE - aowx 4STAILIUMULSE LLI rREwE z oxro xrExwrmExnr suwox. ccxsaonrEsxEExuaA ULxrsxausoa+sr aEvsE irow ou ZHwNCxlxc a LawsEcraxsNUI_Excx CE= �w — H E�a� cxE, wr—r x"oomaxrouasEsrumnms.�aEsxaw—S sE wsruu_ox ro�xcanPAc,x>xEAcx urEx saxa suEEiaExnvcoMaAcrEoroasr. EouixnExrrorxAVExsErxEaaErxcxcx. xaEE— EA�iu wEMoa W Ewnn"u,arxcmExcpu4wFxrs. wxE�ErEencvsE � sEEs�EciEimnoxs msnriunoxs. � a O Z UNDERGROUND INSTALLATION DETAIL OF PLASTIC PIPING SYSTEMS UNDERGROUND INSTALLATION 1 y TWO-WAY CLEANOUT DETAIL g CLEANOUT DETAIL y m 2 J z" 4sII U I U i 4sE 9sR78 ooRcu¢y L■ i�Ojs�+c OT/31=5 .� N IR ` SHEET gg a 110 ENG/NEER/NG - RECORD DRAWING NO. STA ;ag..RP me G� N¢sa Q PBG-963 25045 a CITY PROJECT#25069 CONSULTANTSSHEET NO. P3.2 DESIGN DEVELOPMENT N = W w E �c1 V. Qw: Q K�? a1AE a a's`• W u; �aPrxweo uxwx mxxasxxF x.ox�.rox suw:v wse of co:o waTEx Z¢: /vim" �e ixexawimz-,m wa..>«coxax xxmixo umm was xorsocx vux CL N El `cLEaxouT\ b w n � r swcu.[rnw. NIL ]'FD1� •` �'�* r�ms+r�+dm, nrEvsEem m Q tr srra�mwxuaxsiWaar. ~ c�i rnrsavxum Bums. (L' 2 S TYPICAL WALK IN CHASE 7 GAS CONNECTION-TYP. g GAS SERVICE CONNECTION 9 TRAP PRIMER DETAIL v , caa.r xwr�a `? ol�m ti rn TtI " I �erlLLl9+an ux b-A- 4ixvcERwert.e©xAmMauu �� r�� Ih� en t mmwxnvum x ixm�`vnch �vv®s«enMawrr II O H w x4,HC,px4Y:ux¢PS u,u, 4�:ua m� rrCxVN® �� s "Tgr YFIW>I V �E� aaoswme, v%•iim — vKv£ xmLnwwerm E o e ry I YJ T w� wx xE��va<vE xuAlwx ruvcawx \ Hw��l�van:x `xnaurtwu�uaxim vmEsr" �e+rsxovmssn®urc.musrrosurr,ancaortiaxcx.� xaE"sruxxrrxr~wuavxxe,rncn.�as xsmucnaHwx W Jmm.x w wxx uww woPE�r�wxEx sr Z aea�vxw�oEaccEsssxenxu 1xxlr ax He,e+mxobvcxrsrxlmnme,lxE,�u�nsPorEwa,Exmh..axeiwurn W Naaw uelwr mfroxux� wffTk wxle,slsrNr U ransrm�cwanaEn.ra.Fwr.w>av�aEw�uo. �unal w.wmav uwr�vra Z � c/) WATER HAMMER ARRESTOR 2 PIPE HANGER FOR INSUL.PIPE g UNINSULATED PIPE HANGER q WATER HEATER DETAIL 5 EXPANSION TANK DETAIL U Z H- W W a W � 00 2 J z" 4sbb U � to y s�u'M�sRaopRicu¢y L■ J�OSyM`- OT/31/2025 .� N IR ` SHEET gg a 110 ENG/NEER/NG RECORD DRAWING NO. ag.-m R FxMxx 4 PBG-963 'G 25D45 a CITY PROJECT k 25069 CONSULTANTSSHEET NO. P4.1 DESIGN II DEVELOPMENT II II II II i>'➢2 nno ntNreozs T_Fat W n D:° n n wu BE Illf s n \ I I °go+\ a Q it I. n 911 I I n p / S ti z y� II II U !1\ Ihl CC w / �evai \�\ w \ / w K \ %/ Z z Q L1J LU V LU 0 / C7 \ c Z\ / �5..:_.._9Ba19 d PLUMBING DWV RISER DIAGRAM .ss� L 07/310//7/33112025 < .L. N IRS SHEET of / ENG/NEER/NG RECORD DRAWING NO coccus CH eta SwF' F�MHo Q PBG-963 sae 25045 a CITY PROJECT k 25069 CONSULTANTSSHEET NO. PaRTT nPER—,P- A4.2 oo�au scxEDCLE CONSTRUCTION DOCUMENTS 56 / ---- _ RA T GvsSU"aO.uD, PL] F NSH WITHE" RU E 11-1.sYSTEnI --_ - NEW ALUNI NUS WALL MOUNTEDHAnoRSH SDDS SSCDJVTERioPI99CHEDUIfD �xEno rPou neo E �acou DiERDroPI"I1Ss11l�Eo—o 5 TO _ N GYP9JRI ACAC, W a'F f PLAN DETAIL(a)BENCH TYPICAL DOOR OFFSET DETAIL ¢w 9 —LEG-,a 8 s�EE A-,D Ed Z z?Q: R- [ crnnaa R LEI Cf - Fl Ex.,TaosTRUGTxaCLcuv 1111Tx,cTuwi S rn DETHL EasnncwrEcoNEVEnEEaTDRErun, ,a rCE—CEocrm U SA-LWITTLINEGTED � III pFOR a Tx�o.PREss RLE ALTO 4 �Ih CC w w acsED� .. _ wANe DNJOINT SE on NE ///��FIFERLEIIEN-SIOOO O _ IF xm rvLr PATE CLasLRE m_CHARLID �f. ..rzo�ua..L '� ~ I LEI FE"E"LL,EEL ��. r5OETjlElEE'T� "A" 0OF)IF CDDEanPE nORZONix RE NEDaC NG _ A I I Eqw EI FBOCE SOaP CSwwOuvT afar,EVD w. `SP oe P TRI I'l-lECEPLEATELl RE EI OfLE-Ellea,wD.,unTEo SUI H 7 CORNER EXPANSION JOINT C NEW TO EXISTING EXTERIOR WALL JOINT 5 EXPANSION CONTROL JOINT DETAIL srRESTsa T=o3E>r,,RE w V J U Z O - Z - J Eu H H X STEEL— FEai.i Al - W W p p LE R � o c„ R E REssTPNTGYPsur vr" NCH,>SsoxEOLLo Q a. DeaNO "f. ENITLIC LINEOINNEv nEEI d = o R,c. - - ---- ovNTNRTHRGvzx xoLT 12 EN TLxE U cEVLXP TE sTauc uanL i o oa r ELIFII I E,TE rvav:Hoa NETEELPUTE w p .Tx 1111a `Pox =.E,EOTO ELORR SXa,xa Xs 000sTcosFEET DATAIFIEF.Ill Or Tx,usavo AaEEas ooTaR,Evsx Tx aP,°s"Es oERox..E�ENDLo�Y E ox.TxLoox aoLTa ss- ° ° RE E111 ED `' SHEET 41 m 110 �,�`/ lEl RECORD DRAWNG NO.. 4 NEW TO EXISTING INTERIOR WALL JOINT HOLLOW TUBE COLUMN rf PYLON WALL PLAN DETAIL A GLUE LAMINATED BEAM PLAN DETAIL 4 PBG-963 L 1 scALE 1 1,2-,-I- CITY PROJECT#25069 CONSULTANTSSHEET NO. P4.3 DESIGN DEVELOPMENT N = W w E �c1 Qw: Kai q —_ W u; Z�. H urnm BEcuurors cAS NE1En � � U C z S U VJ ` O~W U w o UPS MFRGENCY GFNEMTOB U Y,]10 CFH g CD Z d Q_ PLUMBING GAS RISER DIAGRAM O - Z - Lu F—LLI W co W 0:: U) GJ Q U DO y P� 11 Gn '2 �s.E.^.".M9RRaopRicuEzy d Eu N IRS' 07/312025 o SHEET gg a 110 ENG/NEER/NG RECORO DRAWING N0. aP...R F�MHG Q PBG-963 "e G 25045 a CITY PROJECT#25069 CONSULTANT'SSHEET NO. TD201 AN' CONSTRUCTION DOCUMENTS IMIG REF RED sysTAND APPROVAL BY THE l oEOou✓N MEH oRNREviEw �JaUS10NS0/Sty TOPNVCONSTRUCTill ACT1ITIEs NEER AND_nNER PRIOR C b ai S. THE EQUIPMENT ROOMS AND TELECOM ROOMS ENNRONMENT.SL W Ino.c.oma:r APPRowMATE AREA gF m IF PHASE) RAO..AND I<.LLBEMP.INTAI TELRE LETIMEs.DLL EouPMENT Nalloeleaero ROOMS AND TELEcaM ROCI.IS TEIPERATURE STALL REnrAIN 3 uoiwga_�iz� P BETWEEN eO-ZU DEGREES F III RELATIVE HUMIDITY OF 30%-sDY� NINIINIENII—THE TEMPERATURE RANGE of THE EODIPIIENT T IIIINEENIFTELE111 caM IOOKS SHALL IF MANTN III SETISEEN - RC00 LL IF 11E SPI SI,ALL PADINATEE1;ITH TIE AacNRECTENSINIERPANONON NRaOR W En SCHEDUEINGOF INYRE 1TE oO O 1!IRKINC DAYS NOTICE FOR F n NTIME ,RATE nnAT DE P. DO x ~ BIITWIosu AND PERFORM ILL REOUIREDNORK. rc 2 5. ALL E;(IBTING FIRER BACKBONE,HORIZONTAL DITSCABLE. W U e L -- --- ------ ---------- ----�T Z ----- _ y� _________________ _________ RORIZONT.4�/OICECAHEE AND J-I_PP.TR P—S✓.RETFSE w r ---- REM1IOVED IN THEIR ENTIRETY AS INOICP.TEO ON TIYSERIES IIII L REMAN PROTFGTE,r.ON DTHE OPERATIONAL AT ALL TIMES, EEnrPnvus PN - -- '�_—II _ _ _J s. REMAIN INPLACE arvo oPE2,100AL °IRGTs9)FOR c>.TV IS TO BACKBONE ARE CRIICALcannvarvsNTS FOR DISTRIcr FIDFR RINGAND SHaL T II ALL ewaTlNc coAaAL caBLe�soo I Rc--' A II I I — U T. RELE)'ISON T AC TINGWIRELESS CESS PO IN RETS A TO SE REM"DAOF — OTS -4 _ ExISTINO AND I—� NISI II—ACCESS POINTS AT SOMPLETION OF PROJECT II II L� 8. ITH IT CAN_SNNRITECT DURING COI TRUCTIUI oEn1 RE r� ,,�ryII �oPPHASEtAREA �LEF T. Oj F �LiT N E ATi� IIIIIIILEIANIII I - NI _ [%l 111 of PHASE; A�I o L/ OTT U- U _ EKo Ec ESHED _ U `IIIELEI TROF aRIEs.Na ABANDONED EABUNCIS TO BE O LEFTABDRE CEILING. 4 �Ih =w w qIE CORRESPOrvo rvc rnoouLAR ON cTOR. O2 o"TION OF EllITIN'NETwoRK uPMENT O r o EEMAIry OrvLIIE ANO PRaiscTED DOR D ILI...ENT ss U IIII O J RASTloaNSHu eE vaELATE.ro aEFFIR.AF IT EAE O E IISA TINT caswET Ta THE ILIco.BwET.AFTER TIE TQ } 'ToD THE _ _ _ _ _ RELacanoN IF ALLTHEETRa TING—IIErv•O THE III CCAaNET. U ROM TH DEM1IQusH TIE Exlsnry PREPARED TO IELIIA TeR'(NATION FROrn m THE OI IER SHALL BE REsaorvs BEE FOR TIE PaAER DDwN AND IIL F V T v:NER, — — ----------------J l kyI Iry�IIT o Ell ISTI I ANO I-TECTED ITpuandNE aERIaL ENTRP.NCE F FIBER QPnc CABL Du INc c N � Z ______________L Z 0 I Eu U O Z J _O L� / 1 TECHNOLOGY DEMOLITION FLOOR PLAN H — Z ve•=r-o" Z — O LU p O w 0 U 0O U) J O w z cl� x O U U H SHEET 90 If 110 RECORD DR,%WNG NO.. PBG-963 CITY PROJECT#25069 CONSULTANT'SSHEET NO. TECHNOLOGY SYMBOLS&LEGEND ABBREVIATIONS TOOO CONSTRUCTION DOCUMENTS a,�JIONSD, VOICE SYMBOLS DATASYMBOLS ROUGH-IN&MISC.SYMBOLS GENERAL SYMBOLS A I-Ell-HED-DE A, 11.1L I IIIITII N�1111 UN-S -L 1mrea NE DBE 1 111 I DRAWING TITLE ""A" D="L' Bicsi lIT E TA L:TTl E as o�Tre� L, _-=HEAL I E NI, IL I III 111-TI11-111111'. 1 LN-L-T I LN-1-1 L_ IF HI 1111N E NUIZELI 11 IT111,11IIATI NITAL 1 11NINT N111 lIT T 1.1 11 1" .11 1 - �11 11 1 l 1 111 PIL1.11TH I-.I LNI1 1111S 1 lTll I I 1-Cl-T .11L NlIL I _=�IUNI E-THEI1111 I.TEI UJ IIH IIIINTIN.11E I'NIELl='E'TE'1'�NLraEEDDreEu»PLLaE,FareE 02 LuaTE. IN ell IILIIINIL ILLI-E .......... IIT H,,J .1I EI111 - A ll.N PHI uI _LE Z ILL T IAILI�l II I T-1111 I I ILILI 1.INI-1 INII-11 TIL-111IN-INS L111IN TWI—, �Lre o TILE-11111NICIT11N 11- N ..INIIALI_ IA-11- 111 1 T 111-1 1 ILIA,1,111 111- %U 11 1111 T1111111-1111TILL1,11-111 I= �T_ ,n� E' T`� _'A 'IN INLIZI'. I N 11 I-ITHI 1111 T11-111-1 AAA/ ma Irv--ILIll T-11-N .a1�,ILr.ftlEAUT lHIlE Ea 111111 E D 11 NII N`UTIT�,LITLE, HI OUNLo�TP"HINE-L 11IEI�El 1,11UNTE1_1 11 + 1-1111-TIl N111-11LI T', E, NOTES ZEE 1. C-3NT-T-HALLOl DIAI%N THEION. CL i (9:2 CL m 1. L� .T - =P.'Ta�.a�. EN,Na (Z) 1. iHNpL,NTTH`I IIIAIIN SPLauE,,METD T21 C-) '15 E E E I= THEENT`N NF THE NIA_ N ,LTANT 0 p.,O_, AIIH-TIE-N ,LTANT AND ILL, L> I DE E ,�Ll ELL LFI�RL��,ULT IT14,NF��AND TI I-IN P.11DED L�THE 1-1-LIN ACI'I�II �FI VOICE/DATA SYMBOLS FIBER OPTIC SYMBOLS CABLE PLANT&RISER DIAGRAM NH%A-1 T ME ATH N,T,1,�,ULLLE L IL 11-NEIlEI llIIINI E3 ,ETLLT11Nll IN I1111TE-l-ElIFF Lu =AFLF_,NLE S IT 1 11' A I UlLlls E1111--1 11- z Lu ILL] HI NEEI TE 11L 1 L) L(Dij Z 2L EL"E=p�`D7L l,.NL I�F�,N�E�'AIEN 1-1'11 TI�LTLET'L-1 11 E UT L (n INDEX OF DRAWINGS E-1111-1-11 Ell-NII-1-LE 11 NG I UT ET P,,",��DOIIl�IUNNT�,l�N,��LEIUTNHL�,N,�TL IER TLE-AILETIEll Lij T LE IL U, I-E-1 0 11L 11 lAlNlLlID.T��11 LIL1,11T NIT I Lu 1p�F -E`l`Il=ZlT�L=.AIPIIE��%ED.N- I sr 7X llAl�_0,11DIUN,,N'T��N=N-11-F IBEIIII TIIE T 11 JTFET��RTIII�Al F L, "y _NL.lIT1111NIT I T' TZ TI'I'll lEl.N. 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PBG-963 CF`,PROJECT#25069 Oq (,,)z-Irvc ISCBEDi LEso Hvc r,O.DDIT BURIED Cs-I.CBIEs OF. © rciDR SHULHROVIDE ANDINSTALL IzI SINCH NSERs O9 T PEDELE'ENBTUROUGH Iry — CONSULTANT'S SHEET NO. oNOwT KirED HHRowniATELo noNOFrvewMOFBoonlFas. owFlATELY10-FEETUPTHECHUTYPOLETOSUPPORTTHe REDdREMENITY wicsFOR`EX T100 O N ANOCAHSONTHEHOLE BERn tsr dvunNc.HROUDErnuLE TnHE T.ler ON1c EXACT LEDE HRonDED 2 lzl slrvCH SCHEDULE ea Hvc corvDUITBURIED Bs-INIIEs ip AlU)llINCHSCHEDULEUa PVC corvoNlT EROM CARD REaDER CONSTRUCTION ANDINSTALLEDev�dviN RZE Ho O wINILUrvISBEDGRADEFROUrvEn'HANDHOLETo E 1 ,il iNSlNCN SCHEDULE ee Pvc CONDUIT Buw ED B6•INCHEs O DOCUMENTS CTGR Nl'D'F,'SUIT SIT LL BE TERMINATED 4-INCHES&F.F AND O O /L0NISHEDFRADEFROM111FANOHOLETOraaD 11STIDG3 III NE'ALS Ory E1.CU Erv1 of THE HROVI OE HULL TECTNE.rHs Ory T10NS0/ U r E HDON DED AUDIN�TILT. E CONDUIT. DIv 5, GI I. DESEACH OCONDUT.CONiaACTORSLILL PROM DE EACH END OF THE CONDUIT.rev ON.2). Ja BYADOIACNIZRTOB EACH COND-CONTRACTOR SHALL PRWILl NYLON LOUsHIN05 AN ROTELnvE CARS ON EACH END OF THE o7' �,BG IIINER o ROR D DI,zUogHEDEBTRAINGATFMGBNTED GNOda°(BYFBI H RGxIMATELB nBrvBFGATEGBrvTRGLLER,BrBTNERG, a��s� i HVONG CRC Oeo HROUGH RRE G PROP DED BACKBONE CAELINsc usE ONLY(BYDDNF21) © nHHRoxI KATELOcwnON OF ExIST111 Un UTY HOLE. 12FINAL III G ` cABUNRATE IO BAcrc TO THILLICITR E od OINPFannNI O3 Hza}iNCH x Hso FINCH I F l)---INCH HANI HOLE IvITH LIDUCYLEHAND3 aR B D OR ED WITCH FIINI6H. INS INSIDE EACH CONTRAOTOR SHALL PRO'DE R1ERETRFn"SHALL'EDOTHROALLUGH Non` ORAD er d.o ze EF HALL BE FLUSH wITH L FINISHED NYLON IUIIINBY E HROTEcoNECAHS Ory EACOH END Io�THEL LITED whLLSIALRUBTURE FOR TECHNOLOGY mB O NO TO REDUCE NOISE / 13 MATE LOCAnoN O F EwsnrvO TRAFFIC SIOrvAL HAND TRRVEUNDOE CHRDUDN HENETw.nONs. HOLE. N W U,'e d = 'ETRE ALL IT WATER wRLTRAnoN ED INTOTREBHADE / � 0 a w: HES R PIPES THRDOGHBOTTHEENTIREDONDNITPA.WAY. Lu ILUFFEETEDUT oAON CONDUITS �R Mo�oI�ANTHE <: BETWETIEQUIlLE ULTIT OF H NT d s �J THE=LTERLlTHE G.I R ATERTHnNHINOHE TFBROBNDD ITs ' ��; III IF ALL CONDUITS GHDUTTHE �D ED,RELONDUITTRENEH o MATE ALL IIIIIIT 0 ALL RENOHIN� NHNORTGBEdNNINOA�Y 00 11. O�H opPBLEBTN �DFDRH _ 1_. THANTE ULESS NTSN UuEFIAITHEILL -TO SHALL AND LEFT FOR FUTILE LLCLEPITILPIRLIS sSOLOreDLDawNaof CARTE.KING INDICATING OPPOSITE END LOCAnBN. i ❑ III UU�j U o E U � i ❑ elf Lu / / I I 10 ® PLYN,'FUG'Y.A ❑ O z Lu U m z IIX�_ o p H LL s _ w v> Lu C}9 ——————————— O s U o a z 5 0 U W 12 O 3 LJ SHEET 92 BE 110 8 _ RECORD DRNIMNG N0. I \TECHNOLOGVSITEPLAN y PBG-963 ��1"=10'-0" CITY PROJECT#25069 CONSULTANT'SSHEET NO. T200 eTS FOR ILL CONSTRUCTION TECHNOLocv REclorvs l i.IRING RourvoawEs. DOCUMENTS THE RALERIT USIONSB, END POINT ATORMCON FULL SlIS Ell UNISONTVI HTHE CONSTRICION PROCESS a. L 11FTE IF IREIIIII III IIITI11F1 ev on.lslory zu�\oNa,vlNc o�p� _NB NDTAL, EsnNC ANDTERMI. 1.Njev.,2"OE S. ALL 011 oRa.vtNcs is TO SE Bicsi `i ERc�IOED AN. INSTAFTED sv o"IATVI ON I S, a rvza. 3 N[sx6Zi�v1�a1M,(�r� BOT 'TO IF FOR TECHNOLocv rasUNc earrc TO THE aRI'I",RATIrvc. RCON" a 1 s III oTl3 _ D TO REDUCE NOISE TRAVELING THROUGH N — ——— 'ENEraanarvI W N A. PS..... El ENT IN -RED I to,'eoNSECLERiTY1 IIc T, POLErvorsnENT'H sAIT.ie noon. Q w oNIIT,oa 11THILEeEcRFETC. a IL-————L L———— T. IEVICESSIALL ROUTE 0111 EITN -- — W y 11 HATE BE- s II'I Z¢ L L ___ _i tea" RE LE H of EHASE i LErvcrH ErvsuRlNc c.asLE LENGTH ORES NaT ExcEEo ns FEET. / c NATsR AEERox nIATE MANcoRR ROLL S. UrvLEs IL IL ROUGHINS$HALL BE ALLcwED. aonlsv cHaNlNa of oEVlcEsz 11 —� \\l RHIN IIIIEEDT xN LEHOUI ❑ Ill I. sETrvPC MORE OETHANING HE N"LE,T OF('j as DECREE eeNas o GTNNUT1 1-INCOR TI ETE IF EHASEi sSE„TER TnArvz NIHEs AREA mECRnx caL 5 cEsslrvG � of THE III IUT FOR IIIPHTE SMALLER — SHIF [h IINDUER IF TI rtA II,I AIE APPROw MnTE oA1nETER aF THE CINOUTFIR L I�INULPPI XLE --- o 4 a LIaAT Iry v LAREL s PI STRING NI CLIC IPPI$TE T-- `,� z U RATI LABEL As PIE STRNG NO caTNG OPPOSITE ENO LeranoN pf SE T} LATEI THE PNG aIITNIRN PNEI 4 ��fll fL - 12. aL�sP T FILE AREIIrvaITEaRIaN sFLLEa,THLERRTHa 'HUN ILL. FILL }I ___ ==4=� of PHownn,:TE AREA. TEL NcI SHINONROLa.TEry�oiEO SNIPnss OUCHILD.IORKINE11-1E _ p w T. — — — _ _ , ASE2 .MMU ATIIS RPOI U 1-- ❑ ❑ I — ,a 0 FEIIIE ANN E ❑� CHIEFEF THEIE E1,L TE,DEVICE IIIEI S LOCATED.ATEo F THE RIGN II ❑ El�.w'� I uaER Ew`a 1IwI ❑ ❑ o EIFIITOMIIIIFFTHECIILELINITH IISURIIGTHI I, ❑ k 4ES TANP AN P I'ALL BE L,"NTELTO,IIIUNLESSNOTED MPaIT O� ❑ ❑ ®-❑7 " aTHERw$E w Z I 6 a IIITEIANIINITILLEIIAREFILLIT'llINIIII I� F J I x'vED 1+1 1rvcG sMOlcorvou LL T s3 sEvss Asovs HARD L.Dzc FJ SNGss'HILL TiLN , 2UIT EsiladLE O IEO FAR Law oLTATE TECRNOLoar CABLE W Al [` x FULv,erovze U I { sL - O2 (z121 Z SLEEVES SHALL BE USED FaR Law VOLTAGE TECHN LOGY CABLE J I J^.. I NG51 ory l — LL aNLr.,sr Oe a a,ao A nT uTSLEE�.ES AsovE HAROL Oc c EACH ENO AND sscuREO Tou�. -------� --,� Tcoxou TSLEFVEs a'0'E Ha1OIRE IL Dc S LNG u TH O ,1 EAALENaANaaEIHADTLI.IC NOIT w ILEEI EISFIN as oN $LEE E$$HALLaEI$EDFaRLaw aLTAaETEIRNILIG.IARLE F qa CNL,,E�DN el — w ® AD PD12bjATELIaATINIFNE„ NaHx„NIRAIIEIIIATIH o w'o T �_T s a,E4NCHEMTCONDITFROMPULLBOXTaAIIIFHARD1DCILNG O wTHrvnINII$HN I�EAaHE�DA�a$EIIREOTINALL } IRITEI LO.E11s$HaLLREI,EIFaRLaw,oLTaGETE RNILIG IL--- -- ------------s��-----JI OARLEaNLv;Rva„16I = � c9 © MOUNTEDI'LLFIX ITH AI RE,,a ARLEN.aa, a waL c) o o EL ,I I O gz1zaNIHEMTIINaUIT$FRIMPUERI ILI��EIx,MTHN,1N z a z /� sR Ap_az UIEO FIR Law IaLTAIE TEIRNILIII CABLE IHLI.. w / ,TECHNOLOGY OVERALL FLOOR PLAN TO SHEET Of RECORD DRAIMNG N0. PBG-963 CITY PROJECT#25069 CONSULTANT'SSHEET NO. D HO ° T201 1H11T1 NTRAITII HE THE ETs SHALL BE T7R[AINITED WITH A SURFACE BOX LOCATED CONSTRUCTION FORALL TECHNOLDcv AFT, sIw... AENFARIN rvsNE THE i,IRELE.-IF.RDIrvr RDucH Irv. DOCUMENTS ALL ION DUFF VATHINS OACC, DESS PM aE USIONSO/5 RUNI ON WITH THE UCIION PROCESS ASNTO NOT DM Z 9MwIN6s ARE TO4EE MADIIIIED INUNNSTABLOLEI DI DIOVOIAlINN 21.S D RD.(LaCATEOINS OE THE °jLAL ll01DO2,RLE R°wERNDIGATEAAITHET URA„IN°slsr°IE RELEGsaGGEGGPGINTRGU°HIN. ,ai R°N°EOAN°INATALLE°°Y°I is o°z°G` WHEDE ELEAs°HR4 m LLAND ola CH IN S-111BLE IBUIC.DATA I TRACTOR SHALL RESTORE ILL RENE FOR TECHNDLaGv oi111IF THE ee 3 a[sll DN cseul°✓c en'crc>Ro NOTED oRlclWII NaTanrlrvc ESA LorATION AND CONDUIT RouGHaN 1AGIIaEUErvTS R q DIDLIG OR D TO REDUCE NOISE TRAVELING THROUGH VINCE THE eE r-- q A PENETRAnorvs L°rATIory AND�aNDUITRDUGH4NRED'TE"NTs DR EAACT LIJ LV I B. HWAVS O C F TCEI AHA LENOT AHIRE THE SAME J s - HDDH,CONDUT,corv°uIT SLE✓E CORE ETC. sFOR Qw TACT LacATIDN AND corvoulT RDucH-IN REOLIaEMENTs F © E �ATIDNAND °NDUITR°UGH-INREDDIREHIENrs p °NGI BYDn-iE,ELD - w o FEE TO z�� ---- r---- UNIT REQUIREMENTS. sFDRExA<rL°GATIDNANDCONDUITRDHADER �a; THE ITIRTEIT AINTE TO THE MAE OLD EYGFED2s FEET AI LENGTH ENEURING�LELENGTHDOESNOT FDR -- �,o'AER- R RDUGTHEB°HALLTALLDT,ED. .HARIF.AININGDELE✓ICEBI OCATI°NANDGDNDUI TAU TER°UGHaNREGUIREMENTS, GEFDRErvAG -- O I 4 ,ALENTOF,2 oEIREE RENEos TH ❑ NTs.DETWEEN PULLIND PL OR D ACTLDGATIDNANDGDNDUITRDU HINREDUIREMENTl 5 R D DATAGABLEFIRTIMEILDCA. „ P❑G GREATERTHANtN9HER. DFTHEG°NDUITFDR DNDUITs DRE,RGTLDDAnDNAND REAKol - A og DNDUIT ROUGH IN REDUIREMENTs. MoL $ �F�aeC°°�iEA YLADELAs PULSTRNG NDIGATN�°PPDSITE G END LOCAPON.RL O FOR ILLIII IP AIADACIDE ROUGHIry TRLRAL9RA11 =12 RE QUIRE MENrs'N U DR TH HAN z nUWMurvI ALL OWED ILL RATIO SHALL HAVE A'FULL ESTRING HE ,3 a Arvlrvrs Fo-U1tL'TINr HEIrHT TNR FEJ1-IN INSTALLED AND LEFT FOR FuruRE PULL Nc of CADLE.cLEARLv ATa.caBLES LOCATED rvsNE OF ItiLL:UDau cneNET.REFER TD ' tia-•- N LADELAS-P°LSTgrvc'INDICA`ENUL1POSIT'ENDLaCATION. REQUIREMENTS. 9R'! C� _ °MQ EDUIREMENrs g III xa _ 3 3 12 - !a ENT NOT uTEDTO THE suavoRT LET iq IF LOCATION of IILLrvoarc CADlry ITH Rs/ III C[W w FIR[ 2 TE PM D P1Us � HE a L ET. E 6 2� : TELEc°MnvwcAnDNS RDDM EA.PmwG.DUCTw°arc. N DR EN ERTIE TNc�GHAUNGTDi NS ROOM IN,PAss THaoucn' 15 TRIPAATA Box. 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RUMDII AND IIITALIIraDIT c T300 IIADr IOOSCS.THE DIVISION 21 CONSTRUCTION T_ucH As DOCUMENTS IjS10NS0/5 6 , EROrIDED/O//rv11 INITALLED III IYITERI FF"'NF'T2. . �Ja JqB DUArvTITIESEFIOFTDIIDDI„ ,.naArvEL ,UrvTsvlTn RILE ,a,csi NT T-F 9 a COMMUNI TELECOMMUNICATIONS EC IT 11 ON(E.1 P11-A.I aouc RR,1—Ea rHE 22 m 1 21 6 ______________22__________ c.N."TR TO o,,Ea.FAR LADDER FAIR. RoIA THE ENTRANCE K N W IS I 20 3 12 � \ O OFON All RATeDCLvo aulsaEO FuooF F 2 T T R 3 URArvmc/svECINCAnorvs FaRTHE REQUIRED NrvIsrlL lEV DIv.z/I _— i 5 i6 2 i6 Q casweT.isvDn/s2wcHxuArvcH DEEa.v.uLmoLNTEDEouwniENT _ WU O Z�j 13 n 1'a 3 g 14 STINIIr UrvLzFIRI FACRSHALL IE IOUTED AF_uND THE IIN SPLIT AC"IT - ®®®® is ^ 6 ®®®® 15 ® GRooiv rjslARmouNTED AT ea-INCHES ABOVE FINISHED FLOOR. OMOUNTED BIREITnv IELow I■`' 1 THEr.ALL IuTUNTED CAIwE.i o ssj 12 © DEDICATED PLExs zoR 121V RECEPTACLE MOUNTER—RINCH AFF. (BY Drv.ul Du iT Dr sn Amv CIRCUIT HARD,ARED TO THE.accES c0NTROLRAEL. 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W'N ®su�Eau�o oEcxaer,.E �F ozs III I ni oow E.wNr.PV..iEF FIN.it r.s. � �U- e III I � ,a aw s - p WOO TYPICAL TECHNOLOGY CONDUIT ROUGH-IN TYPICAL TECHNOLOGY HANDHOLES(HH) O^ ZEZ F U III CL a CL w LD U o Lu �wvn�nnumxrnu�r..r..��.,.i oaE ��o neucKwrtri.ru�axa.rt+re�.n. �oM �a�,EFsab�E win�acarvrvemoe.a.��^„� TYPICAL GROUNDING DIAGRAM Lu Z J W Q U ui Z LLJ O o — J w U L H F } U) U U to = U � H O SHEET 97 of 110 RECORD DRAIMNG NO. PBG-963 CITY PROJECT#25669 CONSULTANT'S SHEET NO. TAD201 1. 11—TIll coaalcT. SHALL VIAT CONSTRUCTION pao-1R.D1.II CA,I AND 1EallanAALLLRaE.S. DOCUMENTS waarc. aUTIONSD, uL p` b wlel rvo AaArvo orvll casLl AEoi1 CEILING oa AT 11110E �JBI��^ IppaownnATlax1A L"Anorvs. GE CHASE: *L-I IlTlo IN IIAnnrvcs.aaoTecTREvlcl Locnnou Aul Nauone�ro a. 3 u i�giNiz� P cAsurvc oualrvc 1lnlaunary 1:HEa1 a11uw1o. ��iy:' ------- --------------------------------------------------- 4. wHEaENOTEININ a1 n�rvcs.aE�nn IIALIIIIICESANOPaoTECT // RC00 TI paaTal Rlrvovo.Tlory.,oan. 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FINSIDIGRACE o�J` � TAR SAFIRL aicsi o UNDn,UALODNTI LI—ESINI Md AILLI DNTEIGILTINEDRPLITEI-T—A.—IFIE1. 3 ICUIRMENTNAIE LTBIT ,.cuRTELE.isiDry o PRHEAARRUHEH. ® TORLET01DRRAOK COUNTED NI Ea SIONAL H(PE(CABLE TYPE) Q B UNOUOUNTED ANTENNA TYPE AS SPED IT EN oOs EDNC I.ICUNTE OCCUPANCY SENSOR ,eE UJ DO IN PALVARIED IFF1 THE AL111IUNTE11TENNAI 11EABBPURED. o ALLLIOUNTEDOOCUPAICISENSOR PORT OR CONNECTOR TYPE DDT EQUIPMENT BLOCK S a/2 p 8TIONOUNTEDD�B,. ® EINNONOUNTEPARTTTNSENSOR FILL GAIN T NRAIIE PARE w BE C ¢: DNI PANIFLE oMLLMDDNTED CHINA. RaE TORt=YPE SPECIFIED. DNRLENTHAND DDIRMENT NICE �i o —LEN YET NALLLONTEDUOT PLLMDNTEDROUDH.NOAT11. � DE _ 1— oDDNDMDNNTEDADDINNDDIF 1 ® DDM.1EDDA �III FNLLY TIE SADELABLE A NNECDDN PH,SIcOLLY TIE IONCECAaLEDRCDNNENTULI TE"NL c4bi AL-MOUNTED IUD YJIUAL CAREaa Q uoiwisw,LRECEIVER ON-PAGEEQUIPMENT LEADER FLAG „ O1-11-INTE1 uu BUTTCN GILININFINTE1 11-IA=INE-ELIDED. DETNLNUMBER � NOTES = U Ep III a — DUNE MOLNTEO EQUIPMENT ENCL_SDRE 1.„u NiaDNTEosPEG.;ER.=TrnEassFEaEiEo DRa,�aNINDisDER „ND cLPERETE„��TFA..oRR wc�DDED 4 �lu� L w w LY Q AUUOUNTED CONTROL PANEL#=I IF ASSPEG B ED. 0 IINO a.a OFFPAGE EQUIPMENT LEADER FLAG THEREIN. - O I- A. -ARFLGEAFYT1E11 -EN TSIR AN CN FOI FTIH U — roNaBLE ADNLECART. o ITNDBR„RHGNERAINDN RDPHDNE DINE„ITINIE��aE°ENDTHBsEDEPaTH,EA, } E �DATAOONNEBTIDN D. aTloNs. USEDTDCD,APLEME TT NICE U Q An OCAVOI CABLE TIER All TEapIINAtlON AS SPECIFIED 7ABLETOP CABLE CUBB,. DATA DROP o NBTRIBUD)NAINDURER ® DIO.ISUALTRANS,ITTER T_ITENrssITTHE ICHI DTIDEs aNIANDITTAI ANo NIFYINING BIDDNDOFTHE HUFFE11-IN THE ON,„NNER o POLLLsNNASEPIAIER o ALL.I,DDNTEPTALUNEDDNTRDL umEP 0RTGREATERCHFANrTOOF 'IFYTH DESIDN IN w o 1ONSDLTANTAINTERRRETATION. Z Lu o DIODIG CAL NDH P„OCL OA o DEa INFEREIDIN,1.NPUTER w GREATER QUANTITY AND COST SHALL BEUTUEED. U w 1. Z J DmPIAENTIANI#=TPESBPENa�. we# UDIOTLwLAUBox#=TIIEMSPECIHED. GENERAL SYMBOLS Ax..HTeC AN,OANeR PIT ORTTINs"LD,noN. O C-6 SIGN INTENT LIFININ IT HEIR1..A=ISE11IPEa9YS CHAT PANEL.1ARY,I-IRE ASSRGIFIRA DRAWINGGLE TITLE RaA,NUnTLErALLDDT.,DETaLNDADER. ARI AL.HITE�T..o..NER,AND NELD.DNDITT— EED w — O H — Lu m owDER DE DER TI,EE�TPANEL,=rvPEA SPECIFIED. �LDLTx=DETALN MB OETHEAR HITS TANAN D O s LT NT o U Q FL LELPIN DNDn DAECDNscEEN,,=.PE SPEDIRED. DN LLDDTa=DETALNDMBER INDEX OF DRAWINGS = euNGUOUNTE11-11HDNE#=TYPEASSI-ORED. o UIDE9.TRLLP TOTE ssR-HIED. `J ,O LE-CUcuDUTD=DETALNU.aER 11FIC ANDIGICUSUAL SYNBOLS&LEGENDoDR�u � O HSUALDEMouTION ELo Cl 0 TOD LOONRCEOE 0—' ALLI,I_nNTE9_RTABLET_PMDUNTEDMICRDPHDNE=TREASBRAINEG DEUDEDDNDUTEELD„ELDER Q, EYEDNDTEI-ASSIDNDTEIUMSEl. OODD AUoINITS TO LDET;�TIO s O m U cDUNCMNUITTEDIn-11DIAPLATE.#-IPEASSPEIIHE>. ---------- DEVICEcorvoUlTABDAECILlnc. Q ISMSINTRAIDLE.A RIA3111IrwIIERIIIISHEETI IDFGCS- INNCATEETELEFDMRUNIDADONSREGION. o SHEET 99 If 110 RECORD DRAIMNG NO.. PBG-963 CITY PROJECT#25069 CONSULTANT'SSHEETNO. TA201 t oN CONSTRUCTION _ DOCUMENTS ITH ELECTRICAL RacTDR ON AULNDVISUAL aUTIONSp�y. t wFRasT INDICATED ON THE TA 2 ER E AUSIOASUAL DRA'::1NISSHALL UP- A. IN L PONEN s. AIIIII of nao Nc PRITIaop ILLLA,R RsraauALLMENs Foa oNs"OV ya[:s'llwZ�al�alM,(�r� ausIO.SUALcaBLrvceAcx TOTHFORCNALRa N, // RCOV" T. RATIONS r maouGH PErvFTAnTlorvylnRlG.aTE sourvD TRArvsFER R W N F ctSLEEVES CORES ETC.THROUGHOUT THE ENTIRE PATHWAY. d J L_ SvsTEMI ILEUcowMuwcano s sEcually FIRE n�Aoa1THEn ETc.I P. L p �s AND LLI TERMINATE AF.PB AN All..I.LE CMLINC IN THE EASE-III _ � sr__ =Q` H THE IITTIAII HEAREsr AccesslBD=,EIL,NO OFF A MAIN coaw111. / TO. IT"'AND ININIF J L A. NOT FxcEFD MANUFACTURER REc,MMFNDAULUD. FS DO ROUGHwS IS NOT PERMITTED. A1sv cIlAlrvlNc of DEVlcEsi eOM 12 fiCI NOL O aOO O tD RADIUULl GIOR III'U""=1TEROETHECONOUTTFORA BFND = [n OONIITSBNGHES OR SMALLER.�NO 10TIAES T OF THE CONDUIT FOR CONOVITS GREATER THAN i1NpHFS.ER U _ pl c co L 11. ALL UONIIITS FOR FVVIovISVAE SYSTEns SHALL HAVE NVEON o �� d N eusHINGS ON EACH END AND a PLIES STRING INSTALLED FOR ` a _ FRE ) x __A11' PULLING OF ca.BLE.cLEaRLr La.BEL as"PULL STRING° z �IIIS d m —Al - ---- - IrvOICATIrvG OPPOSITE Frvs LOCaTIOrv. 4 �S.i w t2. ALL SPAREc,rvoUITSORc,NDUITS FILLED WITH LEAR THAN w �~ `o THE"ONU ALLILLILL BAY I FULL TO I. UINSTALL D AND LEFT FOR FUTURE PU U G OF CABLE LEARLY — L<.BELAs PULL STRING INIICATwGGPPGSITE END LD..LIN. o E -BOXES SUSPENSION ANIHORACES. ❑ ao, TOGI IMI EVI UGTEIPACTAND SH BE FULLY PAINTED TO o ❑ Al EDQIPMENT RAKER 0 o 11 O ELE.TRIcaL AND DATA REQUIRED. � W 9 ] D REQUIRTV ED Iry sPFClFIcanorvs TRFrtI�Pt.PROVIDE FANS As F Z ❑ W =Tore. a Z QDrvTFDIrvA..,ALLBQx.FLEQTRIQALANDDT wB °° REDfiIRED. L) o Q 5 4 O4 Al CONTROL PANEL TABLETOP COUNTED.DATA REQUIRED. Z m AD 1 (D B sANII Irv,PR III PLvwa,I Bacw O Nc O 3 REQUIRED. Z - IL ANDINST LLDIB.I ~ O ITITHED AN, IONT W W 6 MOUNT.POWER AND DATA REQUIRED. Q O eox w'TH lH�coNNIITLro AD'Elcce�sieEec uNG sP 16),Ij I,NB. TDRT,PRGIIDENDMIFA,EPIATEP RGIBv U) U) EM ® LG,ATIGNswITHG 1ERANDARCHITFITDNE.COORDINATE GRQ,IMET = o OLa IN,EILINGMOUNTEDMICROPHONEaaRAIDATAREQURED. � aNDGaMERa NTE,RATEDBQDND III,,ATHI,II,RQPHQNE � a UL NO MOUNTED AIEGKIR. /\T�'��,1 AUDIOVISUAL FLOOR PLAN 11 __ ocATIIN OITH REFLECTED GOON,PLAN O J VI_1'_, OOrvFIGURATIorv. U 12 FACEPLATE INA/waLL EC AL CABLE TERMNATED TO A SHEET100 If 110 RECORD DRNVON�2N5�6 PBG- 3 CITY PROJECT CONSULTANT'SSHEET NO. TA300 CONSTRUCTION [jS10NS0/St e MSHEo cEUrve NNiSrveo CeUNG ti 3�iysUwaia[, �� ® UJ 'e Q d' o o p L = �rv�sHErvF�ooR ' Flrv�sHEOF�ooR W 1 BREAK ROOM A113-ELEVATION VIEW 2 CORRIDOR A101 ELEVATION VIEW ��1/2"=1'0" H U _ N III CLa . cEi�wc 4 �Ih�CL w w_ 4 o~ U o E INI H U � SHED FLOOR elf U) W Z z O �: H r .� ,COURT ROOM 118-ELEVATION VIEW U 0 "/2 R Z m W W H - � Lu Z W - W d � Q U) W � J S U to U) m O m p O U Q o SHEET of RECORfJ ORNIMNG N0. PBG-963 CITY PROJECT#25069 CONSULTANT'SSHEET NO. TA400 CONSTRUCTION DOCUMENTS a1jS10NS0/St c�J` W N�s o„s� 01 b w - o o Za' TYPICAL WALL MOUNTED HDMI INPUT DETAIL TYPICAL WALL-MOUNTED FLAT PANEL DISPLAY TYPICAL CUT-IN LOUDSPEAKER MOUNTING DETAIL -LE III o ZEZ III U3 CL A:2 C-) z sa E. M 3 TYPICAL CONTROL PANEL DETAIL-3 GANG TYPICAL DESKTOP MICROPHONE MOUNTING DETAIL W ~ N Z W Q U r Z m w O w U ED F J In < U) _ > U O rn � Q O SHEET 102 or 110 RECORD DRAIMNG NO.. PBG-963 CITY PROJECT#25069 CONSULTANT'S SHEET NO. TSD201 [' CONSTRUCTION DOCUMENTS N 1111 W DRRNG a[jS10NS0/St NO FIR REVIEv,AN n o` b Ac..IITI TLENGIvslaANDDO—A AND 11111CNER PRIOR TO All—ITRUc O oJa�%�o s. EN"I"N"ENTAL"NTRL''FALL RE TIE FQIII JENT FSNO111 AND 11ILI11ILE nF-RIF ARooLs 3�iya[:s'u Z•�a�a P�',(�r� ITR corn R__111 SHALL BE N.NTAIN ED SENEEN DECREESF. . N 2 3. NSIBLE FIIEI YODRING 1011 AND W AN F LL U- sCHEOULINGaF IN' RECIIREDDaWNTII DIVISION 1). It W I. IDATELY a' NOT ILL EARATIN. ARE _p d 2 TC TIE D,. AsuseCTANY W A, lo1saa Arv'EaTR NeR PRIOR TO BIDDmc oR BeclNwuc C `- ______ ------ XCRN ,olrvlsiory ea�Ow =¢ — — — — s' ALL Exlsnrlc cN AND-Noorc P.aTnwuvs ReouIREO To "^ RE ENT IETIII — uD ,TL CRATE N Ir= RI n PRIF OTECTED AND OPERATIONAL AT ALL III.IEs 4 III L — A. 1 DIVISIORE6). — --------- R ,A TECTAN GO DURING CO ITRACTORSHALLOOORDINA E THE REMOVAL OF E"""LT CONSTRUCTION(BY DIVISIONrv26)AR PHASE I 4 III --- ROEO APPROCINATE AREA OF EXISTING IDE � I�LI ITN A TTLTEBT—EL AND REMOVE ILL EARSTND -EN HE _ [%J 3 U L RAITOR 11-1 DOORDINATE[VITH THE fJ �— O..NER."DIV.2al fff O N 4 �o, XXX PRABET w w - O F— o U _ �T OJ PwcEArvD aPERATIarvAL.IF RA,T IS DEEMED FILL EIIAINI. LD ROINATE ILN THE l NER.s� O E 4 00 O U'Ne THEE } D_TRACTOR �S�CDS TCHiLRI vCCCD'GFRDII LDE # ~ TO THE OrvN DI.. ED 29 SH LL RETURN ALL SECURIry DE ACES U I I I I I I I I I I I I I I I I I I I I I -- fY Z Lu Q I I I ~ J Z d LU U o O Z / 1 SECURITY DEMOLITION FLOOR PLAN H — LL H O � J F LEI U rn YU � LL U 0 W O U) SHEET If RECORD DRAIMNG N0. PBG-963 CITY PROJECT#25069 CONSULTANT'SSHEET NO. SECURITY SYMBOLS&LEGEND ABBREVIATIONS TSOOO CONSTRUCTION DOCUMENTS ACCESS CONTROL SYMBOLS ACCESS CONTROL SYMBOLS ELECTRONIC SURVEILLANCE SYMBOLS GENERAL SYMBOLS _ �Ja,pnoxso�yrq 0 0 11 Ell.TILITI-,.11-11I L 1 -111 ® AELEIE— a �-„A EL—Ell Ell—El.11 T.1-11 T,TEl— DRAWING TITLE —11GTITL-NUT..oE.T 11— E Eo vr,:eE o lf/ o11 E111 To-11, x'LaT a 0mo —11-A-11E ® N El A,I All-1-.El E111-11LEL T.TN—EL TE-,otiILE x� i N 0 ..REED„E o ��o1AE_e-11T1111.,1r-TE,,.E ® �111—N El 1 ll.--1-1111EL 1111 o��n��-eE� olEl �.N—L.T.-oE<a��,1�,aEa eE E . ILT a.. B ,,a�E a 1-11 ❑ „ITE.11o,TTll. �uTE�awTIAEI n E P11 ��-IIE1,—,11.��AE�oo�111— HIIHTIS11111 a .Eo1,T_.-ElICT-1„- �,AN„Eo-N PIPE f HE —ANTE-11-1-1 IT o ..1-11�wo,E,��T ❑ T�.,V��T.Ta ® Al dw,1��-I.EAIIoEL1111 �El IIENIE 0 .aft �� o�To��,ME w� of INND11 B IN�E W o ��Aoa,��noE�TTow,ETo o �E��ob111 E— �Tlll a IT�TTe aTT11111I L�� F.11,.�1-111.,o1o1�M,-H—T-1-1 I T1111-1� ��lo° ,EILANT �< o ��aT� „�T © ��a��T,o� TEE Ta uT Eaa�� ❑ E.EE �� 11 IN,III 11111TE IE ITP LN—ELmT-1—IN 0 ooa,A,, NOTES ZEZ 0 aoaT,WATT. U _ I-IN N III O a ' lT oI Ts X 0 Ell ,a INTRUSION DETECTION SYMBOLS MISCELLANEOUS SECURITY SYMBOLS ILI O H o �T��owti-nk ® H.HH oanauoxT. 0 ou,wuTS Tsui FE.HLE311TEW EEHOTEo �LLRA LLEEE.aT,rvs Eon. wTTI p E EE,TEooRaT�;�r��e�oH�HE,r�oo�HT�.Tro�oRTn:��w��usxe�Tro�a <. THI ® 3�o T�rv3�, aa� �aoET> ® �oE,o:Fous - 111L, �.,o�,T�� HE o AND THEBETTERLE IN o.aa RE TER c T„ F I. �=ToawE��„RED ® ��To�T�.,P1.TU.-a.,aT.o®>rvo�T��a�oT� o T�aa�,sP��s.��u�a�ub =�etV,:`-ZT,�N'l s��TANr.. °t ET,E�1111EE, 1— E.22 a R, T a.o.o, RE Of Lu zLi U-1 z o w ,.. E�HEo�T�o�E��,TOPxoHE INDEX OF DRAWINGS LLu J Lu in �aaRP� AN o11T1—oo.��oEooA�.Tao�,ou�To� FLLII�PLAN o aT�LlIT�T� T:� sE"R:lTI.APLDEN o mEu ��,om�o,aT�T� ❑� ��T1 n_�P�a� �.om�o�-Tk�T,aTM� moo. sE.�Rrs�HEox�Eo s aELI,HT. 'IT 1-1 o T SHEET1O4 of 110 n amElwT.w.xmrvevavEa,ow,mva RECORD DRAIMNG NO. PBG-963 CITY PROJECT#25069 CONSULTANT'SSHEET NO. 1.G vREAEw THE ISSOCIATEDSPEAINFA ONS1 11. ,A MA G� COORDINATE TS100 0 ORnu,INcs PwoR To elDdrvc ON OR eECNrvrvlrvc woRK caE cnecE. O T IDF CONSTRUCTION ALEAR�11—AS PULLATRING INIIAATIrvGIPPISITE ErvI LIcaTlarv. uwdoNA EoNTRAATOR ISIR-1119 LI-E TNT rvG SE AU GTI USI Es SA FT L—ATION,FO.-.rvo DATA 2 C.INd GATED ON THE INSTALLED ARE IN ACCORDANCE VATH CURRENT ADA REQUIREMENTS. REQUIREMENTS. DOCUMENTS sEc°RIn oRA,�aNcs ARE TO aE PRIVIOEO AND IrvsTAUEo et Dln9ory xe. 11. T'R 1s TIPSTHTHEaRLWTELT11-1-11D 2 APPRIIIMATELIIAIINIIVEHIALEPE°EST ITH ) aCjS10NSp�yt 1 RlrvdcATel OrvR nEG eCOWn oDRA'MSIGS aRE ETC DE PRONoeo AND SS COrviaOEEEI LOCATIOrvSAS IIENTIFIEOON mETSSERIES SHEETS ROurNG Arvo rv,OurvrNG O FJ �B INSTAL L-1.11-11 D'MUO A, OF°NDERLISKKNEEEPACEP°EHRI TINEPDIDRTOINGTAL)A Irv. o d ATEMO°NTINGLGGATIONCFHIGHPRQIIIAO ,a, 019°LE nISOUNOPROOHNG.HREPROQHNG,II-S. CTOI SHIFT IIFOR,°E s R OTHER TAFAFES FIR_F"LvcaeuNC ANU MINTED Eo DER" ETs,°ATA caSLES Arvo an E�ocgri naaaRt io sAvnTwry EAcH�TA �3�iyslmL � IEVICS. AS -TEOMIFAOF(ev DN.xe.Ilv.n.ANIF11.21)5 TE 11. NT"WITH THE AFUl �NIIREOPATHwAY.Od FFIERENT MECIA TVPE6(DATA VOICE. 11 NOTSTw TREsnME yRooK coNDUIT,carvoulT GU IrvAiEwITNNTH Ea T DEslcry carvs F.RE�IcnTlOry of sLEEVE.LIRE ET,.. EATE-CRFOAAPSI. N - W F $HA Q w d �IMPncTANLL IE IOUTED All EEUccv Pa NTALLE MAIEFULITO NOTES / p Lu L ITnEaMSE 0 Z K PaN s THE ED-i I�ETLE.F PORPEONEE1aEIEoE elEnriEENTauL.o° a y ~a e R.I GE•i IA THE cou°uIT FOR c°rv°ulTs IREITER THIN swcHEs IES THE wAMETEREDE ED FLEARL—E�As Puu STRING INDIcan NG OPPOSITE END_AnoN. / .\ FL, �D eZEZ O� U �% �� __ ❑ ��II U �~ E ��RE ° / FOR1I°NTN.LIIAT FN EERTG SHEETTzR c7, G L_� w Z / ❑ o ❑ w ORMIDNTINGL.OATIGN U' Z Z w w GEE ° D - w LR Off of U w �j � � O SHEET105 Or 110 RECORD DRA1MNG NO. / \9ECDRITY9ITEPLAN PBG-963 ��1"=10'-0^ CITY PROJECTR25069 CONSULTANT'SSHEETIP. TS200 IN,IC,T"ON THEINSTaELFI BV DIVISION 21. DRanWcs TRS To as PBovIDED r�ND CONSTRUCTION e. .vlrvcs SHALL SE DOCUMENTS PRovIDED AND IrvsiaEL°o Tev olvisi.I xorvi.RB aUT)ONSp2y. l a. AST VI URIT\ HFINE O` b 1-1-I'll TO TIE DRIGIrv�\L ROTA DI�nsID TA ICIIE NO. Jai i�' PH..E, 4. usLTRaa n aFs AI rvG HOry THROUGH \ l rRUG PENN( sa2 a ETRATIoCRNv v lrve� SE r———— s�'TC vaiOUGHOuai EON ENTIIE AT1 C,A.of EErHE son.ENA N Wool(orvoulTRCOIGDuh SLeEVE,GORE,ETC.,ial DIVISION 26). W N F x F ———L L———— STL LE DATA cABEEE DIVISIaN 2s I. RGGNTO NIINII.IIIETHE 1011 rc I IS 5❑ L T PULLING POINTS�BYEA"VONENTIFHILL BE NO I,;AI SD DIFGREE NE THAN BEE DB BENN EEN 9 PATH nAl SHALL—I ry Z I,`- Q H. IINIFITS N CONDUITS THE SHALL E CONDUIT FIR GINDUITB GREATER THAN aI NG E5)BY / ,\ 9. DNI51aE28IFTo E A L GABEPLBYDNLAB a ELBTRINGINDID4TINGDPPIGITEENI ❑ ,e. N2e).'Pu N"I 'LLAWE.FILL RATIO H ALL HAVE�FULL'T"N""TALL" ANN LEFT FIR"T"RE LULLING NG AI—ITE END O Vg) I,. AND S E E� IRD NaTE 0 CTINGNR RIAE C-El BYDNIIIINSIIAND271. — ❑ _ IS �. �oEN ANEL AND POWER SUPPLY.REFER TH I E DTLIDATIrvPIwER<rvDITrREIDRESIFTI FOR THE EN 4 (g01 — hl O Lj �� w s U r 71 t U ------ PHASE, ❑ � PSGEMECH REND ❑ ❑ ❑ ❑ SIR- 1Aelf ❑ ❑ ❑ ❑ Pry BED Lu z aFEL E z C HI U a z o Of O Lu ❑ o o Lu ELLS 0 Fz U � U a W / \SECURITY OVERALL FLOOR PLAN SHEET Df RECORD DRAIMNG NO.. PBG-963 CITY PROJECT#25069 CONSULTANT'SSHEETNO. TS201 IONIC_'ON THEINSTALLED BV DIVISION ze. 9RanWcs THE To eE PRovIDED AID CONSTRUCTION e. .vlrvcs snnLL SE DOCUMENTS PRovIDED PN.IrvsiALL°o Tev oNisi.I xo�R„ aUT,ONSp,s l a. FINERAT V URIT\ H O` b 1—INI Bacry TO TIE°RIGw�\L Roil 'IASID VOICE"). Jai i�' a. LLesTRa anaEs \THROUGHLPENETRA IONS PROVIDED '3 a[sRCZ-;z'-�„M,(�r� PENETRATIONS(ev DIVISION slaty 2e�E rv0 SE TRnvEL rvG rHROUGR r—— o— T SLEEVES. TYREs,oEra vaicEY,s1 TTHE ErcoRE CONDUITS of EITIENT nENy N Wool(orvoulTRCO1GDuh SLeEVE,GORE,ETC.,iav DIVISION F �U_ H PATH AO`1'1'�ELLGT L L———— cAeLELENG DIVISION2s LED.4TP.RaanITONIINII.IIZETHE rc SO ]. INO 111 DIEGREE BEE DG BENN EEN 9R ` L L PULLING POINTS(BY DIVISION II).0 9a =Q j F.AN 3 BTIALL E CONDUIT FORGONDDITB GREATER THAN AINL E5)BY / 9 ILL GOE UITSS E A —L L— OC TION aYDN15I. LLSTRINGULL INDICPTING9PP-TEEND I_— ❑ , Neel.'Pu ❑ c-� e STRING INDICATING OPFOSITE END LOcnn°N Iev DI nslON et,. LL c RRIo°R cR-,-s °o BRoM GGRDINATE "oL BYDNIaIDNS,1ANo1IT1 TIE 71°I�EERPR9RT9REND1AL _ DC REX BE U _ 9c ® NQi yours FoeiHE N M%N III nRe D-,. cn EzITLIc 111.PowERANDDATAREau RE"ENT1. - o _A„A „ 4 ��III� w ono U - O 0 0 C O E cD } ❑ ROCESSINGG. U o Aill 0 0 0 ❑ A.. o 0 .I IT ROD LE fl� oE. Z Z m Q ER Z - JUDGE LLA12) - o - [-- AS o W J SEE) D LD L11-1 p LL , F U LUL) U to d / ,SECURITY FLOOR PLAN �� SHEET 107 Dr 110 RECORD DRAIMNG N0. PBG-963 CITY PROJECT#25069 CONSULTANT'SSHEET NO. TS400 CONSTRUCTION DOCUMENTS O�us. rmr�m_ � u�n�m_ �JaCpS10NS0/Sty UJ LLI ,,,YYY"'MMM�� mn�zozs Z�: H m WALL MOUNTED CARD READER WITH WALL MOUNTED CARD READER WITH _/ ELECTRIFIED LEVERSET AND ELECTRIFIED EXIT DEVICE AND 17`0 REQUEST TO EXIT INTEGRAL SWITCH REQUEST TO EXIT INTEGRAL SWITCH TYPICAL INTERCOM DETAIL Ox,. ixxxox. � ExoxEEa,,,s-xEEEx. U mC� - CL w O o _ DOOR CONTACT- TYPICAL EXTERIOR elf SINGLE DOOR RECESSED LOCKDOWNIDOOR RELEASE BUTTON-KNEE SPACE MOUNT WALL MOUNTED SURVEILLANCE CAMERA LLJ so��e x�. .tis. _ H Z LLI J U Q Z m � c O wo w w r,- z O O O O 0. w o � OFZ o H j Wm k� ,O,c or_..csss Ewero,x O xEroauuu xE,erwvrd Oow ano x u.,xEerovzn, O SHEET o I I INTERIOR II CIL 108 110 TYPICAL INTERIOR TYPICAL GYPSUM BOARD TYPICAL NTER OR CEILING NG WALL MOUNTED SURVEILLANCE CAMERA MOUNTED SURVEILLANCE CAMERA �MOUNTED SURVEILLANCE CAMERA RwoRoow�wlNCNo. PBG-963 CITY PROJECT#25069 CONSULTANT'SSHEET NO. TS401 CONSTRUCTION DOCUMENTS Ja1jS10NS0/Sty �"BG �BiZcssiP —= w.Eanu rsuz-acEnaNu.Ea rn.„E v.=oA.ra.M rau oTO�,�y5 UJ 0 u.won s Axro ro __ze ©rxovioEnammamou uriviauem su�E - -_- o -- =ao.rcrox �t __ p - sukieuui,.E�wEs.. .corn .rin,.iv. W U Z�: H m TYPICAL EXTERIOR WALL MOUNTED A/ SURVEILLANCE CAMERA IN AREA W/O CEILING - ACCESS CONTROL SYSTEM TYPICAL BLOCK DIAGRAM ELECTRONIC SURVEILLANCE SYSTEM TYPICAL BLOCK DIAGRAM I Q � r�.nxsry S c, ��rll CL w E SIDE VIEI FRONT NEW e'b aF�iirv,savviiv sn.,ii _� TYPICAL EXTERIOR lJ TYPICAL PEDESTRIAN GATE-MOUNTED CORNER MOUNTED SURVEILLANCE CAMERA SINGLE PEDESTAL MOUNTED CARD READER r CARD READER WITH ELECTRIFIED EXIT DEVICE elf.�� Eo-,IE wT� .dr. _LE tiTr. W H UU � W J U Q Z m � O w w U U) U W d V) O SHEET109 Or 110 RECORD DRNVON c No. PBG-963 CITY PROJECT#25069 CONSULTANT'SSHEET NO. TS500 CONSTRUCTION CITY OF CORPUS CHRISTI DETENTION CENTER-VIDEO SURVEILLANCE CITY OF CORPUS CHRISTI DETENTION CENTER-ACCESS CONTROL SYSTEM DEVICE DocuVENTs SYSTEM DEVICE SCHEDULE SCHEDULE Ja pS10NSp/rq o+ r:•°� MY DEVICE INTEPUOR DEVICE DEVICE HEIGHT(TO TERMINATION DEVICE TYPE MOUNT DEVICE HEIGHT(TO CENTER) NOTES DEVICE TYPE MOUNT DOOR TYPE NOTES NUMBER EXTERIOR NUMBER CENTER) POINT C-E1 MJ1FSensor Lens EXTERIOR 10-FEET A.F.G. CR-E1 CARD READER GATE PEDESTRIAN GATE 42-INCHES A.F.F. IT STOR.A103 C-E-2 EXTERIOR WALL 10-FEET A.F.G. CR-E2 CARD READER PEDESTAL VEHICLE GATE SEE NOTES IT STOP.A103 COORDINATE WITH PEDESTAL INSTALLER GE-3 Single Lens Dome EXTERIOR CEILING SEE TYPICAL DETAIL —E-S CARD READER PEDESTAL VEHICLE GATE SEE NOTES IT STOP.AIU3 COORDINATE WITH PEDESTAL INSTALLER N = W ut 114 Iv Ull nsor Lens EXTERIOR A.F.G EXT WALL 3FEET CR-E4 UHF READER POLE VEHICLE GATE ]-FEET A.F.G IT STOP.AI03 COORDINATE EINAL MOUNTING LOCATION AND - GE-5 IVIJ1i5ensor Lens EXTERIOR WALL 3FEETA.F.G HEIGHT WITH0 NER f�- Q w GE-6 Single Lens Dome EXTERIOR CEILING SEE TYPICAL DETAIL ~_ GE-] Single Lens Dome TERIOR waLL 1g FEET- A.F.G. CR-1-1 CARD READER MUWON SINGLE 42-INCHES A.F.F. IT STOP.A103 _� Cc 2 EX W U`g CR-1-2 CARD READER WALL SINGLE —ES A.F.F. IT/STOR.AIU3 GE-6 MJ1i5ensor Lens EXTERIOR GILL 10-FEET A.F.G. z K GE-0 Single Lens Dome EXTERIOR WALL 6-FEETA.F.G. CR-1-3 CARD READER WALL SINGLE 12-INCHESA.F.F. 1/STOR.AIU3 <� H GEtO MJ1i5ensor Lens EXTERIOR WALL 3FEET A.F.G G11-4 CARD READER WALL SINGLE 42-INCHES A.F.F. IT/STOP.AIU3 / CR-1-1 CARD READER WALL SINGLE 42-INCHES-1 1-FOR.AIU3 11-1 MU RSensor Lens INTERIOR CEILING SEE TYPICAL DETAIL CR-1-S CARDREADER WALL SINGLE 42-INCHES A.F.F. IT/S MAIU3 11-2 Single Lens Dame INTERIOR .WALL 8-FEET AF.F. 11-3 Single Lens Dome INTERIOR CEILING SEE TYPICAL DETAIL VI-1-1 VIDEO INTERCOM WALL BINDLE 42-INCHESA.RF. 1QTOR.AIC3 11-4 Single Lens Dome INTERIOR WALL 6-FEET A.F.F. G1-3 AIJ1i5ensor Lens INTERIOR $-FEET A.F.F. VNF1-1 =011TER101 MASTER STATION DESKTOP N/A SEE NOTES IT/STOP.1103 COORDINATE FINAL LCGATICN WITH OWNER flJ — `HALL � C-1-6 Single Lens Dome INTERIOR WALL 10-FEETA.F.F. _ U 11--7 Single Lens Dome INTERIOR WALL 11-FEET0.F.F. LOCK DOWN BUTTON JNIDEN DESK N/A SEE NOTES IT/STOP.AIU3 COORDINATE FINAL LOCATION WITH OWNER C-t-B Single Lens Dome INTERIOR MLL 11-FEETA.F.F. zg �IIIS IL 4� C-1-9 Single Lens Dome INTERIOR CEILING SEE TYPICAL DETAIL G1-10 Single Lens Dome INTERIOR CEILING SEE TYPICAL DETAIL .r O E G1-tt Single Lens Dome INTERIOR CEILING SEE TYPICAL DETAIL } G1-12 Single Lens Dome INTERIOR CEILING SEE TYPICAL DETAIL U p G1-13 Single Lens Dome INTERIOR WALL i-FEET&INCHES A.F.F. G1-14 S 91,L n Dome INTERIOR -FEET S-INCHES A.F.F. G1-15 Single Lens Dome INTERIOR WALL ]-FEET FINCHES A.F.F. 11-16 Single Dome INTERIOR WALL ]-FEET IINCHE3 A.F.F. 11-17 Single Lens Dome INTERIOR eALL 7-FEET&INCHES A.F.F. F G1-19 Single Lens Dome INTERIOR WALL )-FEET&I NCHES A.F.F. LZ 11-TA Single Lens Dome INTERIOR IVALL 7-FEET S-INCHES A.F.F. �"� (n Z m IiJ G1-20 Single Lens Dome INTERIOR &INCHES A.F.F. O � J WALL 7-FEET � 11-21 Single Lens Dome INTERIOR WALL )-FEET S-INCHES A.F.F. Z — _ W L1J F H (n � U w U U Mao w a"0 RECORD DRAWING NO. PBG-963 00 PROJECT#P5069