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C2026-016 - 1/27/2026 - Approved
kc CONTRACT DOCUMENTS FOR CONSTRUCTION OF COOPERS BOATERS FACILITY - #21025 PARKING LOT RESURFACING L HEAD - #23050 �sC 00 � 0 U o �yCORPORAIF 1852 RICHTER ARCHITECTS 201 S. Upper Broadway, Corpus Christi, Texas Ph: (361) 882-1288 0 AP 113 CIO �! WOF r J`' Record Drawing Number PBG-930 Richter Architects 000100 TABLE OF CONTENTS Note to Specifier: Verify that the Table of Contents includes all Specification Sections and Appendices that are part of the Contract Documents. Division/ Date Section 7/12/2025 Unless Otherwise Noted Division 00 Preface Documents 00 00 00 Cover Sheet 000100 Table of Contents- 10/06/2025 000101 Seals Page (Optional) 000102 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 11 00 Summary of Work(Rev10-201s) 01 23 10 Alternates and Allowances(Rev 5-2020) 01 29 01 Measurement and Basis for Payment (Rev 5-2020) 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(Rev 8-2019) Part S Standard Specifications DIVISION 02 EXISTING CONDITIONS 02 41 19 Selective Demolition DIVISION 03 CONCRETE 1.0 ARC TRH 03 11 13 .11 Concrete Forms 03 21 11 Reinforcing Steel " Table of Contents t4j. 8t P� 00 0100-1 q Rev 1/2022 to zo2S City of Corpus Christi:Coopers Boaters Facility#21025 City of Corpus Christi: Parking Lot Resurfacing L Head#23050 Richter Architects Division/ Date Section 7/12/2025 Unless Otherwise Noted 03 30 00 Cast-In-Place 03 3111 Concrete Structures 03 35 11 Concrete Finishing 03 35 43 Polished Concrete Floor Finishing 03 39 11 Concrete Curing DIVISION 04 MASONRY 04 20 00 Reinforced Unit Masonry 04 22 00 Concrete Unit Masonry DIVISION 05 METALS 05 12 00 Structural Steel Framing—9/4/2025 05 12 13 Architecturally Exposed Structural Steel Framing—9/4/2025 05 40 00 Cold-Formed Metal Framing—9/4/2025 05 50 00 Metal Fabrications—9/4/2025 DIVISION 06 WOOD AND PLASTICS 06 06 81 Non-Structural Plastic Furring 06 10 53 Miscellaneous Rough Carpentry 06 15 16 Wood Roof Decking 06 20 00 Finish Carpentry 06 40 23 Interior Architectural Woodwork DIVISION 07 THERMAL AND MOISTURE PROTECTION 07 19 16 Silane Water Repellents 072100 Thermal Insulation 07 24 13 Exterior Insulation and Finish System 07 27 26 Fluid Applied Membrane Air Barrier 07 46 46 Fiber Cement Siding 07 52 23 Hybrid SBS and APP Modified Bituminous Membrane Roofing 07 56 00 Cold Fluid Applied (PMMA) Roofing—9/4/2025 07 62 00 Sheet Metal Flashing and Trim Table of Contents 00 0100-2 Rev 1/2022 City of Corpus Christi:Coopers Boaters Facility#21025 City of Corpus Christi: Parking Lot Resurfacing L Head#23050 Richter Architects Division/ Date Section 7/12/2025 Unless Otherwise Noted 07 65 13 Laminated Sheet (Base) Flashing 07 72 00 Roof Accessories—9/4/2025 07 84 13 Penetration Firestopping—10/06/2025 07 84 43 Joint Firestopping—10/06/2025 07 92 00 Joint Sealants DIVISION 08 OPENINGS 08 16 13 Fiberglass Reinforced Polyester(FRP) Doors and Frames—9/4/2025 08 31 13 Access Doors and Frames 08 33 23 Overhead Coiling Doors—9/4/2025 08 44 13 Aluminum Curtain Wall System—9/4/2025 08 71 00 Door Hardware 08 80 00 Glazing—9/4/2025 08 90 00 Fixed Louvers and Vents—9/4/2025 DIVISION 09 FINISHES 09 21 16 Gypsum Board Assemblies 09 30 13 Ceramic Tiling 09 65 13 Resilient Base and Accessories 099100 Painting 09 97 23 Concrete Sealers DIVISION 10 SPECIALTIES 10 14 23.13 Room Identification Signage 10 21 13.19 Solid Plastic (HDPE)Toilet Compartments&Shower Screens 10 28 00 Toilet, Bath, and Laundry Accessories 10 44 00 Fire Protection Specialties DIVISION 11 EQUIPMENT(NOT USED) DIVISION 12 FURNISHINGS 12 24 00.01 Manually Operated Cordless Roller Shades Table of Contents 00 0100-3 Rev 1/2022 City of Corpus Christi:Coopers Boaters Facility#21025 City of Corpus Christi: Parking Lot Resurfacing L Head#23050 Richter Architects Division/ Date Section 7/12/2025 Unless Otherwise Noted 12 36 61.16 Solid Surfacing Countertops DIVISION 13 SPECIAL CONSTRUCTION (NOT USED) DIVISION 14 CONVEYING EQUIPMENT(NOT USED) DIVISION 20 MEP COMMON CONDITIONS 20 00 00 Mechanical and Electrical Specifications (Common Conditions) 20 00 10 Mechanical and Electrical Systems Commissioning DIVISION 21 FIRE SUPPRESSION (NOT USED) DIVISION 22 PLUMBING 22 05 00 Plumbing General Conditions 22 05 16 Plumbing Piping Expansion Compensation 22 05 29 Hangers,Supports, and Foundations 22 05 53 Plumbing Identification 22 07 00 Plumbing Insulation 22 11 16 Domestic Water Piping 22 13 16 Sanitary Waste, Grease Waste,Vent Piping and Drain Piping Systems 22 14 13 Storm Drainage Piping 22 33 00 Domestic Water Heaters 22 40 00 Plumbing Fixtures DIVISION 23 HEATING,VENTILATING,AND AIR CONDITIONING(HVAC) 23 05 00 Mechanical General Conditions 23 05 05 Submittal Procedures 23 05 10 Starting of HVAC Systems 23 05 29 Hangers,Supports, and Foundations 23 05 48 Mechanical Sound, Vibration Isolation 23 05 53 Mechanical Identification 23 05 93 Testing, Adjusting& Balancing Table of Contents 00 0100-4 Rev 1/2022 City of Corpus Christi:Coopers Boaters Facility#21025 City of Corpus Christi: Parking Lot Resurfacing L Head#23050 Richter Architects Division/ Date Section 7/12/2025 Unless Otherwise Noted 23 07 00 Mechanical Insulation 23 09 00 HVAC Automatic Control System 23 09 93 Equipment Control Sequence of Operation 23 21 14 Refrigerant and Equipment Drain Piping 23 31 13 Ducts 23 33 01 Duct Accessories 23 34 23 Fans 23 37 13 Air Outlets and Inlets 23 40 00 Air Cleaning Devices 23 62 13 Air Cooled Condensing Units—5-Tons and Under 23 82 19 Dx Air Handling Units—Light Commercial DIVISION 25 INTEGRATED AUTOMATION (NOT USED) DIVISION 26 ELECTRICAL 26 00 00 Electrical Specifications DIVISION 27 COMMUNICATIONS 27 05 33 Pathways for Communication Systems 27 10 00 Structured Cabling DIVISION 28 ELECTRONIC SAFETY AND SECURITY 28 13 00 Access Control System 28 23 00 Video Surveillance System DIVISION 31 EARTHWORK 311100 Clearing and Grubbing 31 22 13.10 Site Grading 31 22 16.13 Roadway Subgrade Shaping 312316.13 Trenching 312413.10 Embankment 31 62 13 Concrete Piles Table of Contents 00 0100-5 Rev 1/2022 City of Corpus Christi:Coopers Boaters Facility#21025 City of Corpus Christi: Parking Lot Resurfacing L Head#23050 Richter Architects Division/ Date Section 7/12/2025 Unless Otherwise Noted DIVISION 32 EXERIOR IMPROVEMENTS 32 01 13.61 Slurry Seal 32 01 13.62 Asphalt Surface Treatments 32 01 90 Landscape Maintenance 321100 Subgrade and Base Course 32 11 13.13 Lime Treated Subgrade 32 11 13.26 Cement Treated Subgrade 32 11 23 Flexible Base Course 32 12 13.19 Prime Coat 32 12 16.13 Plant-mix Asphalt Paving 32 13 13 Concrete Paving 32 15 46 Stabilized Decomposed Granite (D.G.) Paving 32 16 13.13 Curb and Gutter 32 16 23 Sidewalks 32 17 23.13 Painted Pavement Markings 32 91 13 Soil Preparation 32 93 03 Landscape Planting DIVISION 33 UTILITIES 33 05 10 Excavation and Backfill for Utilities 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 Geotechnical Subsurface Investigation and Recommendations for the Proposed Coopers Boat Facility Structure (Report No. G123410), dated October 26, 2023 2 Geotechnical Report—Supplemental No. 1 Pavement Recommendations, dated November 28, 2023 3 Asbestos Material Identification Inspection (Report C25-071 08/20/2025) Table of Contents 00 0100-6 Rev 1/2022 City of Corpus Christi:Coopers Boaters Facility#21025 City of Corpus Christi: Parking Lot Resurfacing L Head#23050 A�® CERTIFICATE OF LIABILITY INSURANCE DAT2/02/2026 Y) 02/02/2026 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 CONTACT Joe Vasquez McGriff,a Marsh&McLennan Agency LLC Company NAME: q 9 Y p Y PHONE 713-877-8975 FAX 713-877-8974 10100 Katy Freeway,#400 A/C No Ext: A/C,No): Houston,TX 77043 E-MAIL uez meriff.com ADDRESS:1vas q @ g INSURER(S)AFFORDING COVERAGE NAIC# INSURERA:Texas Mutual Insurance Company 22945 INSURED INSURER B:Hartford Fire Insurance Company 19682 B.E.Beecroft Co.,Inc. P.O.Box 2643 INSURER C:Trumbull Insurance Company 27120 Corpus Christi,TX 78403 INSURER D:Hartford Casualty Insurance Company 29424 INSURER E: INSURERF: COVERAGES CERTIFICATE NUMBER:WWGBGX4L 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 TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER MMIDD/YYYY MM/DD/YYYY B X COMMERCIAL GENERAL LIABILITY 61UEABY2X17 01/01/2026 01/01/2027 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE �OCCUR DAMAGE TO RENTED 1,000,000 PREMISES Ea occurrence $ MED EXP(Any one person) $ 15,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY Fx1 PRO LOC PRODUCTS-COMP/OP AGG $ 2,000,000 JECT OTHER: $ C AUTOMOBILE LIABILITY 61UEABY2X1G 01/01/2026 01/01/2027 COMBINED SINGLE LIMIT 1,000,000 Ea accident $ X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident Comp/Coll Deductible $ 1,000 D X UMBRELLA LIAB X OCCUR 61RHABY2X1P L I 01/01/2026 01/01/2027 EACH OCCURRENCE $ 5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 DED RETENTION$ $ A WORKERS COMPENSATION 0001096828 01/01/2026 01/01/2027 X PER OTH- Y/N AND EMPLOYERS'LIABILITY STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) RE:RFB/Contract No.6335 1 Project No.21025/23050 Coopers Boaters Facility and L-Head Parking Lot Resurface The Certificate Holder is included as an Additional Insured,where required by written contract on the General Liability,Automobile and Umbrella Liability policies. Waiver of Subrogation,where required by written contract,in favor of the Certificate Holder is included on General Liability,Automobile,Workers'Compensation and Umbrella Liability policies. Coverage is primary and non-contributory as respects to the General Liability,Automobile and Umbrella Liability policies. Additional Insured,Waiver of Subrogation and Primary and non-contributory wording is limited to the extent of the policy terms,conditions and exclusions. The Umbrella policy is follow form to the General Liability,Automobile and Employer's Liability policies. CERTIFICATE HOLDER 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. City of Corpus Christi Finance&Procurement AUTHORIZED REPRESENTATIVE 1201 Leopard Street w4a4 .p, �vlc, ' Corpus Christi,TX 78401 Page 1 of 1 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD i CM CM 00 61 13 PERFORMANCE BOND BOND NO. SU1201595 Contractor as Principal Surety Name:B.E. Beecroft Company, Inc. Name: Arch Insurance Company Mailing address(principal place of business): Mailing address(principal place of business): 2222 Laredo Street Corpus Christi, Texas 78405 Harborside 3,210 Hudson Street, Suite 300 P Jersey City, NJ 07311-1107 Physical address(principal place of business): Owner Harborside 3,210 Hudson Street, Suite 300 Jersey City, NJ 07311-1107 Name: City of Corpus Christi,Texas Mailing address(principal place of business): Engineering Services Surety is a corporation organized and existing 1201 Leopard Street under the laws of the state of: Missouri Corpus Christi,Texas 78401 By submitting this Bond,Surety affirms its authority to do business in the State of Texas and Contract its license to execute bonds in the State of Texas. Project name and number: Telephone(main number): (201)743-400 Coopers Boaters Facility and L-Head Parking Lot Resurfacing Telephone(for notice of claim): (866)413-5550 Project No. 21025/23050 Local Agent for Surety Name: Cokinos Bond Agency, LLC Award Date of the Contract:January 27, 2026 Address: 1337 W.43rd Street, Suite 105 Houston,TX 77018 Contract Price: $6,601,560.20 Bond Telephone:(832)683-9193 Email Address: hnoles@cokinosbond.com Date of Bond: February 3,2026 The address of the surety company to which any notice of claim should be sent may be obtained C(Date Bond cannot be earlier than Award Date from the Texas Dept. of Insurance by calling the of the Contract) following toll free number.1-800-252-3439 Performance Bond 00 61 13-1 RFB 6335 Coopers Boaters Facility and L-Head Parking Lot Resurfacing Rev 5/2025 Project No. 21025/23050 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 'Seecroft Company, Inc. Surety Arch p 1 s y,/ f�C nce Co an Signature: Signat re: Name: 3WAAM VAINA< Name: Heather Noles Title: ptz 1pq- ( Title: Attorney-in-Fact Email Address:,$tgCBf?E� rtCA lVyX1)fX. Email Address: hnoles@cokinosbond.com (Attach Power of Attorney and place surety seal below) END OF SECTION Performance Bond 00 61 13-2 RFB 6335 Coopers Boaters Facility and L-Head Parking Lot Resurfacing Rev 5/2025 Project No. 21025/23050 45591 This Power of Attorney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated. Not valid for Note,Loan,Letter of Credit,Currency Rate,Interest Rate or Residential Value Guarantees, POWER OF ATTORNEY Know All Persons By These Presents: That the Arch Insurance Company,a corporation organized and existing under the laws of the State of Missouri,having its principal administrative office in Jersey City, New Jersey(hereinafter referred to as the"Company")does hereby appoint: Heather Noles and Kyle Cokinos of Houston,TX(EACH) its true and lawful Attorney(s)in-Fact,to make,execute,seal,and deliver from the date of issuance of this power for and on its behalf as surety,and as its act and deed: Any and all bonds,undertakings,recognizances and other surety obligations,in the penal sum not exceeding One Hundred Fifty Million Dollars($150,000,000.00). This authority does not permit the same obligation to be split into two or more bonds In order to bring each such bond within the dollar limit of authority as set forth herein. The execution of such bonds,undertakings,recognizances and other surety obligations in pursuance of these presents shall be as binding upon the said Company as fully and amply to all intents and purposes,as if the same had been duly executed and acknowledged by its regularly elected officers at its principal administrative office in Jersey City,New Jersey. This Power of Attorney is executed by authority of resolutions adopted by unanimous consent of the Board of Directors of the Company on August 31,2022,true and accurate copies of which are hereinafter set forth and are hereby certified to by the undersigned Secretary as being in full force and effect: "VOTED,That the Chairman of the Board,the President,or the Executive Vice President, or any Senior Vice President,of the Surety Business Division, or their appointees designated in writing and filed with the Secretary, or the Secretary shall have the power and authority to appoint agents and attorneys-in-fact, and to authorize them subject to the limitations set forth in their respective powers of attorney,to execute on behalf of the Company,and attach the seal of the Company thereto,bonds,undertakings,recognizances and other surety obligations obligatory in the nature thereof,and any such officers of the Company may appoint agents for acceptance of process." This Power of Attorney is signed,sealed and certified by facsimile under and by authority of the following resolution adopted by the unanimous consent of the Board of Directors of the Company on August 31,2022: VOTED,That the signature of the Chairman of the Board, the President, or the Executive Vice President, or any Senior Vice President, of the Surety Business Division,or their appointees designated in writing and filed with the Secretary,and the signature of the Secretary,the seal of the Company,and certifications by the Secretary,may be affixed by facsimile on any power ofattorney or bond executed pursuant to the resolution adopted by the Board of Directors on August 31,2022,and any such power so executed, sealed and certified with respect to any bond or undertaking to which it is attached,shall continue to be valid and binding upon the Company.In Testimony Whereof,the Company has caused this instrument to be signed and its corporate seal to be affixed by their authorized officers,this 3rd day of September,2025. office Attested and Certified �'� O Arch Insurance Company 1� s�`V "� � �� 7E &,-�4t,� Regan .Shulman,Secretary Stephen C.Ruschak,Executive Vice President STATE OF PENNSYLVANIA SS COUNTY OF PHILADELPHIA SS Mts3Cur� I,Michele Tripodi,a Notary Public,do hereby certify that Regan A.Shulman and Stephen C.Ruschak personally known to me to be the same persons whose names are respectively as Secretary and Executive Vice President of the Arch Insurance Company,a Corporation organized and existing under the laws of the State of Missouri,subscribed to the foregoing instrument,appeared before me this day in person and severally acknowledged that they being thereunto duly authorized signed, sealed with the corporate seal and delivered the said instrument as the free and voluntary act of said corporation and as their own free and voluntary acts for the uses and purposes therein set forth. CWvr+orr..esu+gt Fennsytvsala•notary seat �Michele Trlpodi,Notary Publk44 PhiladelphlaCounty Mich e podi,Notari Oublic My commissloo expires July 31,2024 CERTIFICATION Commission number 1168622 My commission expires 07/31/2029 I,Regan A.Shulman,Secretary of the Arch Insurance Company,do hereby certify that the attached Power of Attorney dated September 3,2025 on behalf of the person(s)as listed above is a true and correct copy and that the same has been in full force and effect since the date thereof and is in full force and effect on the date of this certificate;and I do further certify that the said Stephen C.Ruschak,who executed the Power of Attorney as Executive Vice President,was on the date of execution of the attached Power of Attorney the duly elected Executive Vice President of the Arch Insurance Company. IN TESTIMONY WHEREOF,I have hereunto subscribed my name and affixed the corporate seal of the Arch Insurance Company on this 3rd day of February 20 26 , lit f LJ�r� Shulman,Secretary This Power of Attorney limits the acts of those named therein to the bonds and undertakings specifically named therein and they have no authority to bind the Company except in the manner and to the extent herein stated. .sin PLEASE SEND ALL CLAIM INQUIRIES RELATING TO THIS BOND TO THE FOLLOWING ADDRESS: Arch Insurance Company Claims Department �* Surety Claims �,V%rUK1YE "O P.O.Box 542033 y sm Omaha,NE 68154 suretyclaimsAarchinsurance.com To verify the authenticity of this Power ofAttorney,please contact Arch Insurance Company at SuretyAuthentic@archinsurance.com Please refer to the above named Attorney-in-Fact and the details of the bond to which the power is attached. AICPOA040120 Printed in U.S.A. CM 00 61 16 PAYMENT BOND BOND NO. SU1201595 Contractor as Principal Surety Name: B.E. Beecroft Company, Inc. Name: Arch Insurance Company Mailing address(principal place of business): Mailing address(principal place of business): 2222 Laredo Street Harborside 3,210 Hudson Street, Suite 300 Corpus Christi,Texas 78405 Jersey City, NJ 07311-1107 Physical address (principal place of business): Owner Harborside 3, 210 Hudson Street, Suite 300 Jersey City, NJ 07311-1107 Name: City of Corpus Christi,Texas Mailing address(principal place of business): Engineering Services Surety is a corporation organized and existing 1201 Leopard Street under the laws of the state of: Missouri Corpus Christi,Texas 78401 By submitting this Bond,Surety affirms its authority to do business in the State of Texas and Contract its license to execute bonds in the State of Texas. Project name and number: Telephone(main number): (210)743-4000 Coopers Boaters Facility and L-Head Parking Lot Resurfacing Telephone(for notice of claim):(866)413-5550 Project No. 21025/23050 Local Agent for Surety Name: Cokinos Bond Agency, LLC Award Date of the Contract: January 27, 2026 Address: 1337 o sto,Tx 77018t, Suite 105 Contract Price:$6,601,560.20 Bond Telephone: (832)683-9193 Email Address: hnoles@cokinosbond.com Date of Bond: February 3, 2026 The address of the surety company to which any (Date of Bond cannot be earlier than Award Date notice of claim should be sent may be obtained of Contract) from the Texas Dept. of Insurance by calling the following toll free number.1-800-252-3439 Payment Bond Form 00 61 16-1 RFB 6335 Coopers Boaters Facility and L-Head Parking Lot Resurfacing 5/2024 Project No. 21025/23050 Surety and Contractor,intending to be legally bound and obligated to Owner do each cause this Payment Bond to be duly executed on its behalf by its authorized officer, agent or representative. The Principal and Surety bind themselves, and their heirs,administrators, executors,successors and assigns,jointly and severally to this bond. The condition of this obligation is such that if the Contractor as Principal pays all claimants providing labor or materials to him or to a Subcontractor in the prosecution of the Work required by the Contract Documents then this obligation shall be null and void;otherwise the obligation is to remain in full force and effect. Provisions of the bond shall be pursuant to the terms and provisions of Chapter 2253 and Chapter 2269 of the Texas Government Code as amended and all liabilities on this bond shall be determined in accordance with the provisions of said Chapter to the some extent as if it were copied at length herein. Venue shall lie exclusively in Nueces Coun y, Texas f any legal cti Contractor as Principal . Beecroft Company, Inc. Surety Arc n e C a Signature: Signatu.�e: Name: SXANNAR/ R��CND(ys Name: eather Noles Title: Title: Attorney-in-Fact Email Address:$Wf> Email Address: hnoles@cokinosbond.com (Attach Power of Attorney and place surety seal below) END OF SECTION Payment Bond Form 00 61 16-2 RFB 6335 Coopers Boaters Facility and L-Head Parking Lot Resurfacing 5/2024 Project No. 21025/23050 IMPORTANT NOTICE TO ALL TEXAS POLICYHOLDERS Have a complaint or need help? If you have a problem with a claim or your premium,call your insurance company or HMO first. If you can't work out the issue,the Texas Department of Insurance may be able to help. Even if you file a complaint with the Texas Department of Insurance,you should also file a complaint or appeal through your insurance company or HMO.If you don't,you may lose your right to appeal. Arch Insurance Group To get information or file a complaint with your insurance company or HMO: Call:Arch Insurance Group at 1-866-413-5550 Toll-free:1-866-413-5550 Online: http://www.archcaRgroup.com Email:consumercomplaints@archcapservices.com Mail: Harborside 3,210 Hudson Street,Suite 300,Jersey City, NJ 07311-1107 The Texas Department of Insurance To get help with an insurance question or file a complaint with the state: Call with a question:1-800-252-3439 File a complaint:www.tdi.texas.gov Email:ConsumerProtection@tdi.texas.gov Mail:Consumer Protection, MC:CO-CP,Texas Department of Insurance, P.O Box 12030,Austin,TX 78711-2030 jiene una queja o necesita ayuda? Si tiene un problema con una reclamacion o con su prima de seguro,flame primero a su compania de seguros o HMO.Si no puede resolver el problema,es posible que el Departamento de Seguros de Texas(Texas Department of Insurance,por su nombre en ingles)pueda ayudar. Aun si usted presenta una queja ante el Departamento de Seguros de Texas,tambien debe presentar una queja a traves del proceso de quejas o de apelaciones de su compania de seguros o HMO.Si no io hace, podria perder su derecho para apelar. Arch Insurance Group Para obtener informacion o para presentar una queja ante su compania de seguros o HMO: Hame a:Arch Insurance Group al 1-866-413-5550 Telefono gratuito: 1-866-413-5550 En linea: http://www.archcapgroup.com Correo electronico:consumercomplaints@archcapservices.com Direccion postal:Harborside 3,210 Hudson Street,Suite 300,Jersey City, NJ 07311-1107 El Departamento de Seguros de Texas Para obtener ayuda con una pregunta relacionada con los seguros o para presentar una queja ante el estado: Llame con sus preguntas al: 1-800-252-3439 Presente una queja en:www.tdi.texas.gov Correo electronico:ConsumerProtection@tdi.texas.gov Direccion postal:Consumer Protection, MC:CO-CP,Texas Department of Insurance, P.O. Box 12030,Austin,TX 78711-2030 Rev.7/23 45591 This Power of Attorney lin:its the acts of those named herein,and they have no authority to hind the Company except in the manner and to the extent herein staled. Not valid for Note,Loan,Letter of Credit,Currency Rate,Interest Rate or Residential Value Guarantees. POWER OF ATTORNEY Know All Persons By These Presents: That the Arch Insurance Company,a corporation organized and existing under the laws of the State of Missouri,having its principal administrative office in Jersey City, New Jersey(hereinafter referred to as the"Company")does hereby appoint: Heather Noles and Kyle Cokinos of Houston,TX(EACH) its true and lawful Attorney(s)in-Fact,to make,execute,seal,and deliver from the date of issuance of this power for and on its behalf as surety,and as its act and deed: Any and all bonds,undertakings,recognizances and other surety obligations,in the penal sum not exceeding One Hundred Fifty Million Dollars($150,000,000.00). This authority does not permit the same obligation to be split into two or more bonds In order to bring each such bond within the dollar limit of authority as set forth herein. The execution of such bonds,undertakings,recognizances and other surety obligations in pursuance of these presents shall be as binding upon the said Company as fully and amply to all intents and purposes,as if the same had been duly executed and acknowledged by its regularly elected officers at its principal administrative office in Jersey City,New Jersey. This Power of Attorney is executed by authority of resolutions adopted by unanimous consent of the Board of Directors of the Company on August 31,2022,true and accurate copies of which are hereinafter set forth and are hereby certified to by the undersigned Secretary as being in full force and effect: "VOTED,That the Chairman of the Board,the President,or the Executive Vice President,or any Senior Vice President,of the Surety Business Division, or their appointees designated in writing and filed with the Secretary, or the Secretary shall have the power and authority to appoint agents and attorneys-in-fact, and to authorize them subject to the limitations set forth in their respective powers of attorney, to execute on behalf of the Company,and attach the seal of the Company thereto,bonds,undertakings,recognizances and other surety obligations obligatory in the nature thereof,and any such officers of the Company may appoint agents for acceptance of process." This Power of Attorney is signed,sealed and certified by facsimile under and by authority of the following resolution adopted by the unanimous consent of the Board of Directors of the Company on August 31,2022: VOTED,That the signature of the Chairman of the Board, the President, or the Executive Vice President, or any Senior Vice President, of the Surety Business Division,or their appointees designated in writing and filed with the Secretary,and the signature of the Secretary,the seal of the Company,and certifications by the Secretary,may be affixed by facsimile on any power of attorney or bond executed pursuant to the resolution adopted by the Board of Directors on August 31,2022,and any such power so executed, sealed and certified with respect to any bond or undertaking to which it is attached,shall continue to be valid and binding upon the Company.In Testimony Whereof,the Company has caused this instrument to be signed and its corporate seal to be affixed by their authorized officers,this 3`"day of September,2025. E Attested and Certified O Arch Insurance Company s gt- WKYti)KIi7E '� Wo,4- ,� SEAL 1$7Y Regan .Shulman,Secretary Stephen C.Ruschak,Executive Vice President STATE OF PENNSYLVANIA SS t COUNTY OF PHILADELPHIA SS M�s3� 1 I,Michele Tripodi,a Notary Public,do hereby certify that Regan A.Shulman and Stephen C.Ruschak personally known to me to be the same persons whose names are respectively as Secretary and Executive Vice President of the Arch Insurance Company,a Corporation organized and existing under the laws of the State of Missouri,subscribed to the foregoing instrument,appeared before me this day in person and severally acknowledged that they being thereunto duly authorized signed, sealed with the corporate seal and delivered the said instrument as the free and voluntary act of said corporation and as their own free and voluntary acts for the uses and purposes therein set forth. Gomn+ornroatsl►of Pennsytvarda•Notary Star �Wcholo Trlpodi,Notary Public44 PhlladolphlaCounty Mich e Npodi,Notari Public Mycomrnisslonoxptlo9 July 31,2029 My commission expires07/31/2029 CERTIFICATION ComtnlaSion number 1168622 I,Regan A.Shulman,Secretary of the Arch Insurance Company,do hereby certify that the attached Power of Attorney dated September 3,2025 on behalf of the person(s)as listed above is a true and correct copy and that the same has been in full force and effect since the date thereof and is in full force and effect on the date of this certificate;and I do further certify that the said Stephen C.Ruschak,who executed the Power of Attorney as Executive Vice President,was on the date of execution of the attached Power of Attorney the duly elected Executive Vice President of the Arch Insurance Company. IN TESTIMONY WHEREOF,I have hereunto subscribed my name and affixed the corporate seal of the Arch Insurance Company on this 3rd day of February 20 26 Re A.Shulman,Secretary This Power of Attorney limits the acts of those named thereinto the bonds and undertakings specifically named therein and they have no authority to bind the Company except in the manner and to the extent herein stated. PLEASE SEND ALL CLAIM INQUIRIES RELATING TO THIS BOND TO THE FOLLOWING ADDRESS. d� Arch Insurance Company Claims Department Surety Claims �tJYtM7KA7E a P.O.Box 542033 �j SSA Omaha,NE 68154 �+ 14� 1 suretyciaims(o)archins urance.com Wood To verify the authenticity of this Power ofAttorney,please contact Arch Insurance Company at SuretyAuthentid®rca hinsuranoo.com Please refer to the above named Attorney-in-Fact and the details of the bond to which the power is attached. AICPOA040120 Printed in U.S.A. gYUS O v �N�OgPORPtE� 1852 00 52 23 AGREEMENT This Agreement, for the Project awarded on January 27, 2026, is between the City of Corpus Christi (Owner) and B.E. Beecroft Company, 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: Coopers Boaters Facility Proiect No. 21025 Parking Lot Resurfacing L Head Proiect No. 23050 ARTICLE 2—DESIGNER AND OWNER'S AUTHORIZED REPRESENTATIVE 2.01 The Project has been designed by: Richter Architects David R. Richter, FAIA 201 S. Upper Broadway Corpus Christi,Texas 78401 drichter@richterarchitects.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 9osephJ2@cctexas.com Agreement 00 52 23- 1 Rev 12/2021 City of Corpus Christi:Coopers Boaters Facility#21025 July 17, 2025 City of Corpus Christi: Parking Lot Resurfacing L Head#23050 ARTICLE 3—CONTRACT TIMES 3.01 Contract Times A. The Work is required to be substantially completed within 335 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 17.15 of the General Conditions within 365 Calendar 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. 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 Calendar 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 Calendar 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 17.15 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 0135 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 Agreement 00 52 23-2 Rev 12/2021 City of Corpus Christi:Coopers Boaters Facility#21025 July 17, 2025 City of Corpus Christi: Parking Lot Resurfacing L Head#23050 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 $ $6,601,560.20 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 5.02.13, 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 monies not paid except as provided in Texas Government Code Chapter 2252. Agreement 00 52 23-3 Rev 12/2021 City of Corpus Christi:Coopers Boaters Facility#21025 July 17, 2025 City of Corpus Christi: Parking Lot Resurfacing L Head#23050 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; 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. Agreement 00 52 23-4 Rev 12/2021 City of Corpus Christi:Coopers Boaters Facility#21025 July 17, 2025 City of Corpus Christi: Parking Lot Resurfacing L Head#23050 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 Contractorthat 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 0100 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. Agreement 00 52 23-5 Rev 12/2021 City of Corpus Christi:Coopers Boaters Facility#21025 July 17, 2025 City of Corpus Christi: Parking Lot Resurfacing L Head#23050 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 CITY OF CORPUS CHRISTI /""" 02/27/2026 atna PMW—thu(Feb 27,2026 14.38.59 CST) Jeffrey Edmonds, P.E Director of Engineering Services Res.033846 AUTHORIZED APPROVED AS TO LEGAL FORM: BY COUNCIL 1/27/2026 �. • : -Ll 02/23/2026 R H/S B Francis YOWCb b.A,2026 12:55:15 CST) Assistant City Attorney ATTEST(IF CORPORATION) CONTRACTOR B.E. Beec�r�"oft Company, Inc. 'Eha 404 ,�� l?0�1 G 02/16/2026 (Seal Below) By: Shannon RaynolAa We 1F 02F 12'(12'2:i f:ST) Note: Attach copy of authorization to sign if Title: President person signing for CONTRACTOR is not President Vice President Chief Executive Officer, or Chief 2222 Laredo Street Financial Officer Address Corpus Christi,Texas 78405 City State Zip 361-438-4019 Phone Fax slr@beecroftconstruction.com Entail END OF SECTION Agreement 00 52 23-6 Rev 12/2021 City of Corpus Christi:Coopers Boaters Facility#21025 July 17, 2025 City of Corpus Christi: Parking Lot Resurfacing L Head#23050 CIVCAS, RFB 6335 Coopers Boaters Facility and Parking Lot 21025-23050 Report Created On: 10/10/2025 7:15:48 PM BID TOTALS BASE BID Total PART 1 - GENERAL $1,030,449.37 PART 2- EXISTING CONDITIONS $141,075.00 PART 3- CONCRETE $883,208.00 PART 4- MASONRY $235,513.00 PART 5- METALS $935,643.00 PART 6-WOOD, PLASTICS&COMPOSITES $154,327.00 PART 7-THERMAL&MOISTURE PROTECTIONS $359,270.00 PART 8- OPENINGS $408,562.00 PART 9- FINISHES INTERIOR $209,823.00 PART 10-SPECIALTIES $32,221.00 PART 12- FURNISHINGS $18,800.00 PART 22- PLUMBING $220,139.00 PART 23- HVAC $324,000.00 PART 26- ELECTRICAL $271,100.00 PART 27-COMMUNICATIONS AND A/V $13,840.00 PART 28-SAFETY AND SECURITY $47,680.00 PART 31 - EARTHWORK $287,690.00 PART 32- EXTERIOR IMPROVEMENTS $30,367.00 PART 33- UTILITIES $16,055.00 PART 34-ALLOWANCES $480,000.00 Total $6,099,762.37 ALTERNATE 1 Total PART 35-ALTERNATE BID ITEM 1 $113,960.38 Total $113,960.38 ALTERNATE 2 Total PART 36-ALTERNATE BID ITEM 2 $171,505.95 Total $171,505.95 CIVCAST RFB 6335 Coopers Boaters Facility and Parking Lot 21025-23050 Report Created On: 10/10/2025 7:15:48 PM ALTERNATE 3 Total PART 37-ALTERNATE BID ITEM 3 $216,331.50 Total $216,331.50 PART 1 -GENERAL No. Description Unit Qty Unit Price Ext Price 1A Mobilization (not to exceed 5%total LS 1 $25,000.00 $25,000.00 contract price) 1 B Bonds and Insurance(Maximum LS 1 $54,566.37 $54,566.37 Allowance of 2%) 1 C General Conditions/General LS 1 $950,108.00 $950,108.00 Contractor's Overhead and Profit 1 D Storm Water Pollution Prevention Plan LS 1 $775.00 $775.00 Subtotal: $1,030,449.37 PART 2- EXISTING CONDITIONS No. Description Unit Qty Unit Price Ext Price 2A Site and Building Demolition LS 1 $141,075.00 $141,075.00 Subtotal: $141,075.00 PART 3-CONCRETE No. Description Unit Qty Unit Price Ext Price 3A Pier Footings LS 1 $0.00 $0.00 3B Building Grade Beams LS 1 $63,205.00 $63,205.00 3C Concrete Slab-on-Grade/Flatwork LS 1 $46,760.00 $46,760.00 3D Elevated Concrete Floor slab LS 1 $233,100.00 $233,100.00 3E Concrete Ramp/Stair LS 1 $103,030.00 $103,030.00 3F Polished Concrete Flooring LS 1 $7,000.00 $7,000.00 3G Miscellaneous Concrete LS 1 $44,838.00 $44,838.00 3H Concrete Sidewalks and Paving LS 1 $56,420.00 $56,420.00 31 Concrete Curbs and Gutters LS 1 $6,875.00 $6,875.00 31 Concrete Piles LS 1 $321,980.00 $321,980.00 CIVCAST RFB 6335 Coopers Boaters Facility and Parking Lot 21025-23050 Report Created On: 10/10/2025 7:15:48 PM Subtotal: $883,208.00 PART 4- MASONRY No. Description Unit Qty Unit Price Ext Price 4A Concrete Masonry Units and LS 1 $235,513.00 $235,513.00 Reinforcement Subtotal: $235,513.00 PART 5- METALS No. Description Unit Qty Unit Price Ext Price 5A Structural Steel Columns/Beams LS 1 $131,740.00 $131,740.00 5B Cold Formed C-Joists LS 1 $181,151.00 $181,151.00 5C Miscellaneous Steel LS 1 $17,997.00 $17,997.00 5D Railings Hot Dipped Galvanized Flat Bar LS 1 $167,700.00 $167,700.00 - Painted 5E Stainless Steel Tube Structures LS 1 $437,055.00 $437,055.00 Subtotal: $935,643.00 PART 6-WOOD, PLASTICS&COMPOSITES No. Description Unit Qty Unit Price Ext Price 6A Fiber Cement Siding/Furring LS 1 $43,777.00 $43,777.00 6B Plywood Decking LS 1 $45,146.00 $45,146.00 6C Wood Ceilings LS 1 $53,204.00 $53,204.00 6D Millwork LS 1 $12,200.00 $12,200.00 Subtotal: $154,327.00 PART 7-THERMAL&MOISTURE PROTECTIONS No. Description Unit Qty Unit Price Ext Price 7A Wall Insulation LS 1 $50,000.00 $50,000.00 7B Wall Flashings/Air Barriers LS 1 $60,580.00 $60,580.00 7C Hybrid SBS and APP Modified LS 1 $103,435.00 $103,435.00 Bituminous Roofing/Flashing 7D EIFS Ceilings/Soffits/Fascia LS 1 $116,885.00 $116,885.00 CIVCAST RFB 6335 Coopers Boaters Facility and Parking Lot 21025-23050 Report Created On: 10/10/2025 7:15:48 PM 7E Caulking and Sealants LS 1 $28,370.00 $28,370.00 Subtotal: $359,270.00 PART 8-OPENINGS No. Description Unit Qty Unit Price Ext Price 8A Exterior Storefront and Entrances LS 1 $266,500.00 $266,500.00 8B Overhead Doors LS 1 $40,725.00 $40,725.00 8C Louvers/Window screens LS 1 $50,455.00 $50,455.00 8D Exterior Doors/Frames/ Hardware LS 1 $26,725.00 $26,725.00 8E Interior Doors/Frames/Hardware LS 1 $24,157.00 $24,157.00 Subtotal: $408,562.00 PART 9- FINISHES INTERIOR No. Description Unit Qty Unit Price Ext Price 9A Interior Drywall Systems LS 1 $72,359.00 $72,359.00 9B Sealed Concrete Floor LS 1 $5,000.00 $5,000.00 9C Ceramic Tile Floors/Walls LS 1 $67,464.00 $67,464.00 9D Paint LS 1 $65,000.00 $65,000.00 Subtotal: $209,823.00 PART 10-SPECIALTIES No. Description Unit Qty Unit Price Ext Price 10A Toilet Partitions LS 1 $10,848.00 $10,848.00 10B Toilet Accessories LS 1 $14,315.00 $14,315.00 10C Monument Sign LS 1 $2,956.00 $2,956.00 10D Room Signage LS 1 $1,610.00 $1,610.00 10E Fire Extinguishers, Brackets,and LS 1 $2,492.00 $2,492.00 Cabinets Subtotal: $32,221.00 PART 12- FURNISHINGS No. Description Unit Qty Unit Price Ext Price CIVCAST RFB 6335 Coopers Boaters Facility and Parking Lot 21025-23050 Report Created On: 10/10/2025 7:15:48 PM 12A Roller Shades LS 1 $7,000.00 $7,000.00 12B Solid Surface Countertops LS 1 $11,800.00 $11,800.00 Subtotal: $18,800.00 PART 22- PLUMBING No. Description Unit Qty Unit Price Ext Price 22A Equipment(Water Heaters, Circ. Pump, LS 1 $15,569.00 $15,569.00 Etc.) 22B Roof Drains/Piping/Insulation LS 1 $5,169.00 $5,169.00 22C Fixtures LS 1 $69,244.00 $69,244.00 22D Plumbing Piping LS 1 $130,157.00 $130,157.00 Subtotal: $220,139.00 PART 23- HVAC No. Description Unit Qty Unit Price Ext Price 23A Equipment,Air Devices, Controls LS 1 $160,350.00 $160,350.00 23B Ductwork, Piping, Insulation LS 1 $133,650.00 $133,650.00 23C Warranty,Startup and Testing LS 1 $30,000.00 $30,000.00 Subtotal: $324,000.00 PART 26- ELECTRICAL No. Description Unit Qty Unit Price Ext Price 26A Light Fixtures LS 1 $82,000.00 $82,000.00 26B Lighting Distribution/Controls LS 1 $13,750.00 $13,750.00 26C Convenience Power LS 1 $40,250,00 $40,250.00 26D Equipment Electrical Services LS 1 $103,100.00 $103,100.00 26E Rough-in for IT and Miscellaneous LS 1 $32,000.00 $32,000.00 Systems Subtotal: $271,100.00 PART 27-COMMUNICATIONS AND A/V No. Description Unit Qty Unit Price Ext Price 27A Telecom Single Data Drop LS 1 $8,500.00 $8,500.00 CIVCAST RFB 6335 Coopers Boaters Facility and Parking Lot 21025-23050 Report Created On: 10/10/2025 7:15:48 PM 27B Telecom Dual Data Drop LS 1 $700.00 $700.00 27C Telecom Patch Panel and Wire Manager LS 1 $972.00 $972.00 27D Telecom Optical Fiber and Panel LS 1 $899.00 $899.00 27E Telecom Cabinet/Rack LS 1 $2,500.00 $2,500.00 27F Telecom Grounding and Bonding LS 1 $269.00 $269.00 Subtotal: $13,840.00 PART 28-SAFETY AND SECURITY No. Description Unit Qty Unit Price Ext Price 28A Card Reader, Peripheral Devices, LS 1 $11,920.00 $11,920.00 Security Cabling,and associated Software/Licenses for Door Opening 28B Security Panel, Power Supply,and LS 1 $11,920.00 $11,920.00 associated Software/Licenses 28C Camera, Mounting Bracket,and LS 1 $11,920.00 $11,920.00 associated Software/Licenses 28D Security Grounding and Bonding LS 1 $11,920.00 $11,920.00 Subtotal: $47,680.00 PART 31 - EARTHWORK No. Description Unit Qty Unit Price Ext Price 31A Excavate 1-foot at Building Pad LS 1 $75,000.00 $75,000.00 31 B Building Pad Select Fill- 1-foot LS 1 $87,500.00 $87,500.00 31 C Distribute Spoils on Site LS 1 $37,500.00 $37,500.00 31 D Site Fill and Shape LS 1 $56,250.00 $56,250.00 31 E Striping LS 1 $12,500.00 $12,500.00 31 F Fencing LS 1 $18,940.00 $18,940.00 Subtotal: $287,690.00 PART 32- EXTERIOR IMPROVEMENTS No. Description Unit Qty Unit Price Ext Price 32A Landscaping LS 1 $30,367.00 $30,367.00 Subtotal: $30,367.00 CIVCAST RFB 6335 Coopers Boaters Facility and Parking Lot 21025-23050 Report Created On: 10/10/2025 7:15:48 PM PART 33- UTILITIES No. Description Unit Qty Unit Price Ext Price 33A Utilities LS 1 $16,055.00 $16,055.00 Subtotal: $16,055.00 PART 34-ALLOWANCES No. Description Unit Qty Unit Price Ext Price 34A Contingency Allowance for Unforeseen LS 1 $480,000.00 $480,000.00 Conditions Subtotal: $480,000.00 PART 35-ALTERNATE BID ITEM 1 No. Description Unit Qty Unit Price Ext Price 35A Rebar- Epoxy Coated in lieu of LS 1 $113,960.38 $113,960.38 Galvanized Subtotal: $113,960.38 PART 36-ALTERNATE BID ITEM 2 No. Description Unit Qty Unit Price Ext Price 36A Stainless Steel Railings in lieu of Painted- LS 1 $171,50S.95 $171,505.95 Galvanized Subtotal: $171505.95 PART 37-ALTERNATE BID ITEM 3 No. Description Unit Qty Unit Price Ext Price 37A Roofing- PMMA in lieu of Modifed LS 1 $216,331.50 $216,331.50 Bitumen Subtotal: $216,331.50 CIVCAS i RFB 6335 Coopers Boaters Facility and Parking Lot 21025-23050 Report Created On: 10/10/2025 7:15:48 PM ACKNOWLEDGE ADDENDA NAME ACKNOWLEDGEMENT DATE 21025/23050 Addendum No.1 10/09/2025 15:31:48 PM Addendum No.2 10/09/2025 15:31:49 PM 21025/23050 Addendum No.3 10/09/2025 15:31:49 PM 21025/23050 Addendum No.4 10/09/2025 15:31:50 PM 21025/23050 Addendum No. 5 10/09/2025 15:31:51 PM RFB 6335 Coopers Boaters Facility and Parking Lot 21025-23050 Report Created On: 10/10/2025 7:15:48 PM REQUIRED DOWNLOADS TYPE NAME DOWNLOAD DATE Plans NOT FINAL: Plans/Drawings 9/22/2025 11:12:03 AM Plans 21025/230SO Drawings 9/22/2025 11:12:03 AM Invitation To Bid 21025/23050 Invitation to Bid and 9/22/2025 11:12:03 AM Specifications Addenda 21025/23050 Addendum No.1 9/22/2025 11:12:03 AM Addenda Addendum No.2 9/22/2025 11:12:03 AM Other No Contact Pocket Guide 9/22/2025 11:12:03 AM Addenda 21025/23050 Addendum No.3 9/24/2025 3:07:35 PM Addenda 21025/23050 Addendum No.4 9/29/2025 9:39:01 AM Addenda 21025/23050 Addendum No. 5 10/6/2025 4:40:28 PM BID FORM Project Name: Coopers Boaters Facility & Parking Lot Resurfacing- L Head Project 21025 &23050 — Number: Owner: City of Corpus Christi Joseph Johnson, Assistant Director of Construction Management OAR: Phone# : (361) -826-3691 Email: JosephJ2@cctexas.com Designer: David R. Richter, FAIA; Richter 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: B.E. Beecro Company, Inc. (full legal name of Bidder) Signature: (signature of person with authority to bind the Bidder) Name: Shannon Reynolds (printed name of person signing Bid Form) Title: President (title of person signing Bid Form) Attest: (signature) State of Residency: Texas Federal Tx ID No. 74-1687038 Address for Notices: 2222 Laredo Street Corpus Christi, Texas 78405 Phone: 361-533-1365 Email: slr@beecroftconstruction.com Bid Form Page 1 of 5 City of Corpus Christi: Coopers Boaters Facility#21025 Rev 8/2019 City of Corpus Christi: Parking Lot Resurfacing-L Head#23050 August 12, 2025 Conformed Specifications 21025/23050 Coopers Boaters Facility and L-Head Parking Lot Resurfacing https://gov.e- builder.net/public/pubLicLanding.aspx?QS=l 4242b639de24 de09f5a36bf6f773560 Builder New Coopers Boaters Facility 04. - AE Submittals (for spawn to cost enabled CCAC) i Subject: 21025- New Coopers Boaters Facility- Milestone: Signed and Sealed Creator: Doherty, Romy Date Created: 02.06.2026 02:58PM Process Date Due: Open: Yes Accepted By: Current Step: Drawings CoverPage Status: Submitted Date Due: Comments Comment By: Romy Doherty, City of Corpus Christi 2/6/2026 4:33:14 PM Ready for Jeff signature 04.-AE Submittals(for spawn to cost enabled CCAC) New Coopers Boaters Facility 2:39:12 PM,2/10/2026 E Y - E O SNVaeOad 7V11dVO dO 1N3N1aVd3O 888L'z88(L98)XV3 89z-NB(L98)3NOHd O L 048L SVX31'I1SNHO Snda00 SVX3111SI?JHO Sndaoo Jo ALTO 133a1s nvmavoaa a3ddn Hinos w 133HS 3�111 e: r::_ 1 Wd;O L048L SVX31-11SIaHO SndaOO"1S aV3Wt Sa3d000 W w v A11113Vd SH31VOS SH0000 N a p _ C a a -- --- --- _ ��_ w _ _�6mo$ aa __ as sa sue^- &30 88� _ _ `sw --- - o� w sa_ -- x sus - - aw „ --- - aa= oa ------- MEE wws -�Ew - - LL4 -- _ _ 2 x w888t 88ado 4g3a spddwwwd J JIJJ y�easa yaa�ax�,a 2ana�na�zaaaarza`a a:JJ 034% yo y�n0 0 4a _ =d� r1� 8z ❑ y N N O ~OM m W 0 SN. w ~n -C7°�j o� oom IL � a �� n�y� z m �0' 0 W WZ J_ a00 J � waN U < 2 0 Q 00° a0LU U Z 'n a N U LLLL U J Z m > Q VJ u L¢i F- ~ rQ: H U,) W Q cn 0 ~= ¢m Q�W~N W w w w NQ w 0/VJO aZ � Z Gc d mmcG -11 LLJ E8gg �rc Z J (n J d Z n O a � � C� of L)0 O W¢- U d Z IL = Oar �Z - y Q = p Y _U 00 CO Cc) a N° o crry^ U O W r J ~ CLV W D w" J ,�, w Q� z w �„ 1 1 0 wcn - LLJ N �Z a - O Oo ^ o a0U w U I..L N M CL O Z N � rn P If H Q Y LU U y U w w = G Z U ui �,,,xx w w O� W U m Q ZUJ 4;n = s P V =era < a ui z H ma w w w >' Z U z 00 a C9 w 0 1 '•L Q OmF� w wZ LU LU OfU OaKT 7) _ � U Z _ 'y� / �• Z ¢2 U co H p ry Z e Z CO s7 44i �� M .� Q� �� U w0dZ D �W J z�a� J x .F Q O o 0 0 Y a ♦>� °a w R� a'NUd U) �° U �aS k +1 a.� v E4-1 v c L � N Q Q L Q� Q O U v� U n Q) U Q O O a) U U cn L O c U Q � O Q1 � Q1 � 0 cn O 4-j p � b�A � Q p cn +� a� cn O •r' �' c� cn 4-4 cn 75 ct Cjj +� 1 p bU O 1-4 ct ct ct a--' A cn V o H '~ � ' ct Qn ctbA p Q O tL W � � cn �, _3 E \ Y_ a � o 0 (3 vsu-'88490XV3 88Z 1'Z8811.11 3NOHd SWVa`JOad IV11dV0 d01N3W1aVd3❑ 0 �OALsvx31'usiaHosndaoa svx31l1slaHosndaoo�oALn SON3031`SNOT OMd99V UI apt a, 133als AVmOVoa3 d3ddn Hlnos L OZ o ea4r=p _ �X30NI-S3l9Vl SISAUVNV 3000 LOVRL SVX31-I181HH0 SndaO0"1S 0V3Wt Sa3d000 W w A11113VJ SH31VOS SM0000 N a p df -- E _ = E OIs Ud fn- Q it F m m s LL � °°� �3 0 Z ? a _ A o14 e LU Z P - LLI UZ m F m f f w ew r O \ CLw - w��� - _ - � - �mppy3pE wAl °3��puO� o3�z - ¢ yrc - mwmmui mmm rrr rr rp I »> » _ 33.. m w m mwmmwmmwOmwmm wmw ignt !t ......m »> »»Q h» 3A-W A33A�AAAAH3AA - 3g oaN�a °3�°mFZ � a z3 �'° �w 0 u Q¢N ��Y _ _ - wwwa-o�wwruws�w V MUM —dP III II �� II IIIII� I.:�I I'.�I �3333y_ _ __ ___ w'a��rcwww�a_' O - °p= �L wuu E622 u u aaa a °aa a..a�.amamaaaaa°a ° ° p_ pppp pp aap :w��:����y���,�� W - wa> mxx:x J - mEmmNo WHOM as a a a a aaaaa a o still °°°� °��°��°��°��°�... mmmmmmmmm son m mew t� a N =d�¢o . ..HI ERIEI1aIDz x ! 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Work not specifically deleted, modified, changed or altered by this Amendment shall remain unchanged. The failure to list an item(s) or cross-reference all affected information shall not relieve any part of responsibility of complying with all requirements in this addendum. Replacement specification page(s) and/or drawing sheet(s) may be included for specific items. The list of changes below is for general reference only. CHANGES TO SPECIFICATIONS: Section 08 90 00—FIXED LOUVERS AND VENTS a. Paragraph 1.02 B. -Deleted Reference to "Section 00 72 00—Windstorm Construction Requirements". b. Paragraph 1.04 E. Wind Loads—Added reference to General and Structural drawings for windstorm construction requirements. c. Paragraph 1.05 F. - Added reference to drawings for windstorm construction requirements. CHANGES TO DRAWINGS: Architectural Drawings GOO — Code Analysis Tables - Index, Abbreviations, Legends a. Code Analysis i. Paragraph 311.3 — Changes "Low-hazard" to "Moderate-hazard" ii. Paragraph 506.2.2— Added required separations between occupancy groups. b. Added IBC paragraph 311.2 Moderate-Hazard Storage, Group S-1, list of items that may be stored in group S-1 Occupancy. G-002—Life Safety Plan a. Detail 1 —Added required floor separation between lower level Group A-3 and upper level Group B occupancies. b. Changed occupant load for exterior covered areas to Group A-3, Unconcentrated. a. Added notes to S-1 Storage spaces referencing list of products that may be stored. ADDENDUM NO.4 City of Corpus ghristi Richter Architects D eve l o p r*69th'f�'6?vi�9;5 D e p a rt m e n t Reviewed for Code Compliance City of Corpus Christi: Coopers Boaters Facility#21025 City of Corpus Christi: Parking Lot Resurfacing L Head#23050 ATTACHMENTS: Specification Sections, dated 9/25/2025, unless otherwise noted: 1. Section 08 90 00—FIXED LOUVERS AND VENTS Drawings, dated 9/25/2025, unless otherwise noted: 1. GOO — Code Analysis Tables - Index, Abbreviations, Legends 2. G-002—Life Safety Plan END ADDENDUM NO. 4 ADDENDUM NO.4 City of Corpus Christi Richter Architects D eve l op r*'69$T�'6 Zvi M De pa rt m e n t Reviewed for Code Compliance PC350(WPI-1) 1 0908 TDITexas Department of Insurance Application for Certificate of Compliance App Form WPI-1 ID:2441237 Physical Address of Structure to be Inspected 96 Cooper's L Head Street Tract/Addition: Lot: Block: City: Corpus Christi ZIP:78401 County: Nueces City Limits:Inside City Limits Structure is located in: Is the structure located in a Coastal Barrier Resource Zone(CBRA): No Owner Name: City of Corpus Christi Phone:(361)826-2489 Fax: Mailing Address: 1201 Leopard Street City: Corpus Christi ZIP:78401 Contractor Name: Phone: Fax: Mailing Address: City: ZIP: Engineer Name: KEITH A SANDERS Phone:(361)853-2071 Fax: Mailing Address:3530 S Alameda St City: Corpus Christi ZIP:784111722 Email: izzy102096@aol.com Texas Registration No.: 88234 Commencement of Construction Date Date of Application Type of Building 08-01-2025 06-12-2025 Other- New Boating Facility Inspections 1.- New, New(Entire Building) Comments: New Boating Facility 2. 3. Comments Submitter Name: KEITH SANDERS Phone: (361)853-2071 Date: 06-12-2025 Submitter Type: Engineer For Texas Department of Insurance Inspections:mail or email to your local field office For inspections by engineers:mail or email to Austin office:windstorm@tdi.texas.gov Texas Department of Insurance Windstorm Inspections Program P.O. Box 12030 Austin,TX 78711-2030 Texas Department of Insurance I www.tdi.texas.gov City of Corpus Christi Development Services Department Reviewed for Code Compliance G@041ENIT �VERNATIONAL CODE COUNCIL'p 5� Designer/Architect/Engineer's Letter of Energy Review MEMBER COOPERS BOATER FACILITY Project Name Project Address 96 COOPERS L-HEAD ST., CORPUS CHRISTI, TEXAS 78401 Project Permit# The project referenced above is being designed under the commercial provisions of the 2015 IECC or ASHRAE 90.1-2013. We have reviewed the design of this project for the following energy related items. It is our opinion that the items checked below, as designed, meets the substantial intent of the 20151 IECC or ASHRAE 90.1-2013. Items not checked will be provided to DS for review with application submittal for a building permit. Code Section a b Checked Not Required Reference Yes/No for Project Insulation materials/Assemblies and their C402.1, C402.2, R-values/U- Factor or Component 5.5.3 ❑✓ Performance (calculations) Roof Solar Reflectance and Thermal C402.3, Emittance 5.5.3.1.1 Fenestration U-factors and solar heat gain coefficients (SHGCs), Percentage of ❑ C402.4, 5.5.4.2 vertical fenestration to wall area, and percent skylights to roof area Area-weighted U-factor and SHGC calculations, Area weighted calculations, details of dynamic glazing, C402.4.3, 5.5.4.6, 5.5.4.5 Calculations for fenestration orientation .5. (ASHRAE) Air Barrier—materials and assemblies C402.5.1.2, compliance 5.4.3.1.3 Mechanical system design criteria - C403.2.2, Calculations for Sizing Equipment & 6.4.2.1 Controls, Sequence of Operation Economizer C403.3 ❑✓ Demand Control Ventilation C403.2.7 Kitchen Exhaust System C403.2.8 Energy Recovery Ventilator C403.2.7 Mechanical and service water heating C403.2.3, C404.2, system and equipment types, sizes 6.4.1.1, and efficiencies 7.4.2 Calculations for Maximum Hot Water C404.5 Volume or Length (IECC) ❑✓ Lighting Controls C405.2 City of Corpus Christi ment Rev.12/2022 I Page b of 17 �► Reviewed for Code Compliance Efficiency rating of all refrigeration and freezer C403.2.14, N/A equipment 6.4.1.1 Economizer fault detection and diagnosis C403.2.4.7 N/A Fan motor horsepower (hp) and controls efficiencies C403.2.12, 6.5.3.1 RI HVAC duct and plenum sealing, and insulation details, C403.2.9, Hot Water Piping fluid temperatures and insulation C404.4, ❑ 6.4.4.1.2-3 Lighting fixtures — Calculations for total connected C405.4.1, interior and exterior power C405.5.1, 9.2.2.3, 9.4.2 Calculations for interior lighting power by the building C405.5.1, 9.2.2, area method or the space by space method 9.5, 9.6 Notes a. Some code sections may not be applicable dependent on the chosen compliance path b. Code References: Cxxx.x refers to an 2015 IECC section; while 5.x.x, 6.x.x etc., refer to a section in ASHRAE90.1-2013 If you have any questions, please call. Respectfully, UG l Desi ner/Architect/En neer Signature Here Provide on Firm Letterhead or Provide Contact Information: Name: Toan Huynh Firm/Company name: Richter Architects 201 SOUTH UPPER BROADWAY ST., CORPUS CHRISTI, TEXAS 78401 Address: E-Mail: thuynh@richterarchitects.com Phone: 361-882-1288 _gym City of Corpus Christi Developm tl:Y ilc'ogepel�Yrtment -'^ Reviewed for Code Compliance COMcheck Software Version COMcheckWeb Envelope Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: COOPERS BOATER FACILITY Location: Corpus Christi, Texas Climate Zone: 2a Project Type: New Construction Vertical Glazing/Wall Area: 47% Construction Site: Owner/Agent: Designer/Contractor: Coopers Alley L-Head City of Corpus Christi David Richter Corpus Christi, Texas 78401 1201 Leopard Street Richter Architects Corpus Christi,Texas 78401 201 South Upper Broadway 3618263211 Corpus Christi,Texas 78041 3618821288 Additional Efficiency Package(s) thuynh@richterarchitects.com Credits: 1.0 Required 1.0 Proposed Dedicated Outdoor Air System, 1.0 credit Building Area Floor Area 1-Office : Nonresidential 1841 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(.) Perimeter Roof: Other, [Bldg. Use 1 -Office] (b) 1497 --- --- 0.026 0.027 Roof: Other, [Bldg. Use 1 -Office] (b) 343 --- --- 0.026 0.027 Floor: Other(U-Factor option), [Bldg. Use 1 -Office] (b) 1841 --- --- 0.110 0.033 NORTH Ext. Wall: Concrete Block, 12in., Solid Grouted, Normal 33 0.0 9.8 0.075 0.151 Density, Furring: Wood, [Bldg. Use 1 -Office] Ext. Wall: Concrete Block, 8in., Solid Grouted, Normal Density, 325 0.0 9.8 0.078 0.151 Furring: Wood, [Bldg. Use 1 -Office] Door: Other(U-Factor option), Swinging, [Bldg. Use 1 -Office] 75 --- --- 0.290 0.610 Ext. Wall: Other Exterior Wall, Heat capacity 0.0, [Bldg. Use 1 - 575 --- --- 0.290 0.064 Office] (b) Door: Other(U-Factor option), Swinging, [Bldg. Use 1 -Office] 21 --- --- 0.290 0.610 Window: Metal Frame with Thermal Break: Fixed, Perf. Specs.: 553 --- --- 0.290 0.500 Product ID HR-251, SHGC 0.25, [Bldg. Use 1 -Office] (c) EAST Ext. Wall: Other Exterior Wall, Heat capacity 0.0, [Bldg. Use 1 - 411 --- --- 0.290 0.064 Office] (b) Window: Metal Frame with Thermal Break: Fixed, Perf. Specs.: 410 --- --- 0.290 0.500 Product ID HR-251, SHGC 0.25, [Bldg. Use 1 -Office] (c) SOUTH Ext. Wall: Concrete Block, 8in., Solid Grouted, Normal Density, 525 0.0 9.8 0.078 0.151 Furring: Wood, [Bldg. Use 1 -Office] Ext. Wall: Concrete Block, 12in., Solid Grouted, Normal 33 0.0 9.8 0.075 0.151 Project Title: COOPERS BOATER FACILITY city -P zw /1rd Data filename: Development S(fPWces16bpdrtment Reviewed for Code Compliance Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factorw Perimeter Density, Furring: Wood, [Bldg. Use 1 -Office] Ext. Wall: Other Exterior Wall, Heat capacity 0.0, [Bldg. Use 1 - 160 --- --- 0.290 0.064 Office] (b) Door: Other(U-Factor option), Swinging, [Bldg. Use 1 -Office] 21 --- --- 0.290 0.610 Window: Metal Frame with Thermal Break: Fixed, Perf. Specs.: 138 --- --- 0.290 0.500 Product ID HR-251, SHGC 0.25, [Bldg. Use 1 -Office] (c) WEST Ext. Wall: Concrete Block, 8in., Solid Grouted, Normal Density, 311 0.0 9.8 0.078 0.151 Furring: Wood, [Bldg. Use 1 -Office] Window: Other Window: Fixed, Perf. Specs.: Product ID 12345, 7 --- --- 0.290 0.500 SHGC 0.25, [Bldg. Use 1 - Office] (c) Ext. Wall: Other Exterior Wall, Heat capacity 0.0, [Bldg. Use 1 - 23 --- --- 0.290 0.064 Office] (b) Window: Metal Frame with Thermal Break: Fixed, Perf. Specs.: 22 --- --- 0.290 0.500 Product ID HR-251, SHGC 0.25, [Bldg. Use 1 -Office] (c) (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. (b) 'Other' components require supporting documentation for proposed U-factors. (c) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. :Envelope PASSES: Design 8% better than .. - Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 2015 IECC requirements in COMcheck Version COMcheckWeb a d to comply with any applicable mandatory requirements listed in the Inspection Checklis� -f'OAN �iU�N N - P M - o�I t�1 2025 Name -Title Signatur Date Project Title: COOPERS BOATER FACILITY � City Ufe�ri "AshData filename: Development SerVICeS Department Reviewed for Code Compliance COMcheck Software Version COMcheckWeb Inspection Checklist Energy Code: 2015 IECC Requirements: 8.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For eacl requirement, the user certifies that a code requirement will be met and how that is documented, or that an exceptior is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Req.ID C103.2 Plans and/or specifications provide all ❑Complies [PR1]1 information with which compliance ❑Does Not can be determined for the building envelope and document where :❑Not Observable exceptions to the standard are ;❑Not Applicable claimed. C402.4.1 The vertical fenestration area <= 30 ;❑Complies [PR10]1 percent of the gross above-grade wall ;❑Does Not area. ;❑Not Observable ❑Not Applicable C402.4.1 The skylight area <= 3 percent of the ;❑Complies [PR11]1 gross roof area. ;❑Does Not ❑Not Observable ❑Not Applicable C402.4.2 In enclosed spaces > 2,500 ft2 ❑Complies [PR14]1 directly under a roof with ceiling ❑Does Not heights >15 ft. and used as an office, lobby, atrium, concourse, corridor, ❑Not Observable storage, gymnasium/exercise center, ❑Not Applicable convention center, automotive service, manufacturing, non- refrigerated warehouse, retail store, distribution/sorting area, transportation, or workshop, the following requirements apply: (a) the daylight zone under skylights is >= half the floor area; (b) the skylight area to daylight zone is >= 3 percent with a skylight vT >= 0.40; or a minimum skylight effective aperture >= 1 percent. C406 Plans, specifications, and/or t Complies Requirement will be met. [PR9]1 calculations provide all information :❑Does Not with which compliance can be determined for the additional energy :❑Not Observable efficiency package options. ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium I r 2) 3 Low Impact(Tier 3) Project Title: COOPERS BOATER FACILITY City ot CorM406 f1§Id6/16/25 Data filename: Development ServicesaPfepar��nent ram. Reviewed for Code Compliance Section # Footing/ Foundation InspectionI Complies? Comments/Assumptions & Req.ID i C303.2.1 Exterior insulation protected against ❑Complies [FO611 damage, sunlight, moisture, wind, ;❑Does Not landscaping and equipment maintenance activities. ;❑Not Observable ❑Not Applicable C402.2.6 Radiant heating systems panels ❑Complies Requirement will be met. [FO12]3 insulated to >=R-3.5 on face opposite ❑Does Not space being heated. ❑Not Observable See the Envelope Assemblies table for values. ❑Not Applicable Additional Comments/Assumptions: 1 ;High Impact(Tier 1) 2 Medium Impact(T;- - 3 Low Impact(Tier 3) Project Title: COOPERS BOATER FACILITY city Pon r" s " Data filename: Development SePl'Mes"b-p3rtment Reviewed for Code Compliance Section # Framing/Rough-In Inspection Complies? Comments/Assumptions & Req.ID C303.1.3 Fenestration products rated in ❑Complies [FR12]2 accordance with NFRC. :❑Does Not ❑Not Observable ❑Not Applicable C303.1.3 Fenestration products are certified as ;❑Complies [FR13]1 to performance labels or certificates :❑Does Not provided. ❑Not Observable ❑Not Applicable C402.4.3 ;Vertical fenestration SHGC value. ;❑Complies See the Envelope Assemblies table for values. [FR10]1 ;❑Does Not ❑Not Observable ❑Not Applicable C402.4.3, Vertical fenestration U-Factor. ❑Complies See the Envelope Assemblies table for values. C402.4.3. j❑Does Not 4 [FR8]1 ;❑Not Observable ❑Not Applicable C402.4.4 U-factor of opaque doors associated '❑Complies See the Envelope Assemblies table for values. [FR14]2 with the building thermal envelope ❑Does Not meets requirements. ❑Not Observable ❑Not Applicable C402.5.1 The building envelope contains a ❑Complies [FR16]1 continuous air barrier that is sealed in ❑Does Not an approved manner and either ;constructed or tested in an approved ;❑Not Observable manner. Air barrier penetrations are ;❑Not Applicable sealed in an approved manner. C402.5.2, Factory-built fenestration and doors ;❑Complies C402.5.4 are labeled as meeting air leakage ;❑Does Not [FR18]3 requirements. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Ti,- 3 Low Impact(Tier 3) cI Project Title: COOPERS BOATER FACILITY City 4e U)A$fi Data filename: Development Ser lylepartment Reviewed for Code Compliance Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions & Req.ID C402.5.5, Stair and elevator shaft vents have ❑Complies C403.2.4. motorized dampers that automatically []Does Not 3 close. [ME3)3 ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact fry 3 Low Impact(Tier 3) Project Title: COOPERS BOATER FACILITY C I t Y e YI� 9 N Data filename: Development SdIa9kesqY6p3rtment A►. Reviewed for Code Compliance section # Insulation Inspection Complies? Comments/Assumptions & Req.ID C303.1 Roof insulation installed per ❑Complies [IN3]1 manufacturer's instructions. Blown or ❑Does Not poured loose-fill insulation is installed only where the roof slope is <=3 in UNot Observable 12 ;DNot Applicable C303.1 Building envelope insulation is labeled!❑Complies [IN10]2 with R-value or insulation certificate !❑Does Not providing R-value and other relevant data. ❑Not Observable ❑Not Applicable C303.2 Above-grade wall insulation installed ;❑Complies [IN7]1 per manufacturer's instructions. T-IDoes Not ;❑Not Observable UNot Applicable C303.2, Floor insulation installed per ❑Complies C402.2.4 manufacturer's instructions. Cavity or ❑Does Not [IN9]2 structural slab insulation installed in ;❑Not Observable; permanent contact with underside of decking or structural slabs. ;❑Not Applicable C303.2.1 Exterior insulation is protected from ;❑Complies [IN14]2 damage with a protective material. ;❑Does Not Verification for exposed foundation ❑Not Observable insulation may need to occur during Foundation Inspection. ;❑Not Applicable C402.2.1 Insulation intended to meet the roof ;❑Complies [IN17]3 insulation requirements cannot be ;❑Does Not installed on top of a suspended ceiling. Mark this requirement ;❑Not Observable compliant if insulation is installed ;❑Not Applicable accordingly. C104 Installed above-grade wall insulation ;❑Complies See the Envelope Assemblies table for values. [IN6]1 type and R-value consistent with ;❑Does Not insulation specifications reported in plans and COMcheck reports. UNot Observable j❑Not Applicable ; C104 Installed floor insulation type and R ;❑Complies ;See the Envelope Assemblies table for values. [IN8]2 value consistent with insulation ;❑Does Not specifications reported in plans and COMcheck reports. ;❑Not Observable' ❑Not Applicable C402.2.6 Radiant panels and associated ;❑Complies [IN18]3 components, designed for heat ❑Does Not transfer from the panel surfaces to the; occupants or indoor space are �MNot Observable insulated with a minimum of R-3.5. ;❑Not Applicable C402.3 High-albedo roofs satisfy one of the ,❑Complies [IN5]3 following: 3-year-aged solar E❑Does Not reflectance >= 0.55 and thermal emittance >= 0.75 or 3-year-aged ENot Observable solar reflectance index >= 64.0. ;❑Not Applicable C104 Installed roof insulation type and R- ;❑Complies See the Envelope Assemblies table for values. [IN2]1 value consistent with insulation :❑Does Not ;specifications reported in plans and COMcheck reports. For some ceiling UNot Observable systems, verification may need to ;❑Not Applicable occur during Framing Inspection. C402.5.1. All sources of air leakage in the ;❑Complies 1 building thermal envelope are sealed, T❑Does Not [IN1]1 caulked, gasketed, weather stripped ;or wrapped with moisture vapor- :❑Not Observable permeable wrapping material to UNot Applicable minimize air leakage. 1 lHigh Impact(Tier 1) 2 Medium Impact(Tip -' 3 Low Impact(Tier 3) Project Title: COOPERS BOATER FACILITY — I y (a Rrc{�S / rdh� Data filename: Development SN?ces713�pgrtment Reviewed for Code Compliance Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact 3 1 Low Impact(Tier 3) Project Title: COOPERS BOATER FACILITY City (46W(MwS 9b�e►Pt� Data filename: Development SdPfflfCes bWrtment Reviewed for Code Compliance Section # Final Inspection Complies? Comments/Assumptions & Req.ID C402.5.3 Where open combustion air ducts ❑Complies [F]51]3 provide combustion air to open ;❑Does Not combustion fuel burning appliances, the appliances and combustion air !❑Not Observable opening are located outside the ;❑Not Applicable building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms are ;sealed and insulated. C402.5.6 Weatherseals installed on all loading ;❑Complies [F137]1 dock cargo doors. E❑Does Not ❑Not Observable ❑Not Applicable C402.5.8 ;Recessed luminaires in thermal ;❑Complies [FI26]3 ;envelope to limit infiltration and be IC UDoes Not rated and labeled. Seal between interior finish and luminaire housing. ❑Not Observable ❑Not Applicable C406.6 Dedicate outdoor air system efficiency;❑Complies [F152]1 package: Buildings with hydronic E❑Does Not and/or multiple-zone HVAC systems are equipped with an independent I❑Not Observable ventilation system designed to ;❑Not Applicable provide >= 100-percent outdoor air to each individual occupied space, as specified by the IMC.The ventilation ,system is capable of total energy j ;recovery and includes HVAC system ; controls that manage temperature resets >= 25 percent of delta design 'supply-air/room-air temp. Additional Comments/Assumptions: 1 JHigh Impact(Tier 1) 2 Medium Impact(Tip-" 3 Low Impact(Tier 3) Project Title: COOPERS BOATER FACILITY City (Rt131-0-VErCIAt6 6d7a at Data filename: Development Seri ces9ffepartment ram. Reviewed for Code Compliance COMcheck Software Version COMcheckWeb Interior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: Coopers Boat Facility Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 96 Coopers L-Head ST. Richters Architects Blane Tupa Corpus Christi,Texas 78401 201 South Upper Broadway Stridde, Callins, and Associates Corpus Christi,Texas 78401 342 S. Navigation Blvd 361-882-1288 Corpus Christi,Texas 78405 361-883-9199 Additional Efficiency Package(s) b.tupa@scaengineering.com Credits: 1.0 Required 1.0 Proposed Reduced Lighting Power, 1.0 credit Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed (ft2) Watts /ft2 Watts 1-Boat Facility(Warehouse) 3079 0.59 1829 Total Allowed Watts = 1829 Proposed Interior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixture Watt. 1-Boat Facility (Warehouse) Linear Recessed: A: Other: 1 21 16 336 Linear Recessed: B: Other: 1 40 12 480 Linear Recessed: F: Other: 1 4 25 100 Strip Fixture: G: Other: 1 4 26 104 Strip Fixture: L: Other: 1 10 38 380 Recessed Downlight: M: Other: 1 2 6 12 Strip Fixture: N: Other: 1 1 16 16 Total Proposed Watts = 1428 Interior Lighting PASSES: Design 22% better than code A Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Blane Tupa- Electrical Designer az 06/03/2025 Name-Title Signature Date Project Title: Coopers Boat Facility City Of 0W6rPU6tC- l 6j6lj25 Data filename: Development Servf8gs D��ar?ment Reviewed for Code Compliance COMcheck Software Version COMcheckWeb Exterior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: Coopers Boat Facility Project Type: New Construction Exterior Lighting Zone 3 (Other (LZ3)) Construction Site: Owner/Agent: Designer/Contractor: 96 Coopers L-Head ST. Richters Architects Blane Tupa Corpus Christi,Texas 78401 201 South Upper Broadway Stridde, Callins, and Associates Corpus Christi,Texas 78401 342 S. Navigation Blvd 361-882-1288 Corpus Christi,Texas 78405 361-883-9199 b.tupa@scaengineering.com Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts / Wattage (B X C) Pathway To 2nd Floor(Walkway < 10 feet wide) 150 ft of 0.8 Yes 120 Main Stairway (Stairway) 169 ft2 1 Yes 169 Outside Area Under 2nd Floor Slab (Entry canopy) 1598 ft2 0.4 Yes 639 2nd Floor Exterior walls (Illuminated area of facade wall or surface) 2267 ft2 0.15 No 340 Total Tradable Watts (a) = 928 Total Allowed Watts = 1268 Total Allowed Supplemental Watts (b) = 750 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (b)A supplemental allowance equal to 750 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixture Watt. Pathway To 2nd Floor (Walkway < 10 feet wide, 150 ft of walkway length): Tradable Wattage Pole Mounted Light: K: Other: 1 1 80 80 Recessed Step Light:J: Other: 1 8 9 72 Main Stairway (Stairway. 169 ft2): Tradable Wattage Pole Mounted Light: K: Other: 1 1 80 80 Outside Area Under 2nd Floor Slab (Entry canopy. 1598 ft2): Tradable Wattage Recessed Downlight: C: Other: 1 22 20 440 2nd Floor Exterior walls (Illuminated area of facade wall or surface. 2267 ft2): Non-tradable Wattage Surface Up/Downlight: H: Other: 1 15 25 375 Total Tradable Proposed Watts = 672 Project Title: Coopers Boat Facility \ City Of 0W6rPlJftC lb6j6§j25 Data filename: Development Servregs Die ar?ment Reviewed for Code Compliance Exterior Lighting PASSES: Design 59% better than . . Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed exterior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Blane Tupa- Electrical Designer 06/03/2025 Name-Title Signature Date Project Title: Coopers Boat Facility City Of I`46rPlIftC66j6§j25 Data filename: Development Servf8gs Oe�ar?ment Reviewed for Code Compliance COMcheck Software Version COMcheckWeb Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Req.ID C103.2 ;Plans, specifications, and/or ❑Complies Requirement will be met. [PR4]1 ;calculations provide all information :❑Does Not with which compliance can be determined for the interior lighting ;❑Not Observable 'and electrical systems and equipment :❑Not Applicable and document where exceptions to E o ;the standard are claimed. Information ; ;provided should include interior lighting power calculations, wattage of bulbs and ballasts,transformers and control devices. C103.2 ;Plans, specifications, and/or '❑Complies ;Requirement will be met. [PR8]1 ;calculations provide all information ❑Does Not ;with which compliance can be ❑Not Observable determined for the exterior lighting :and electrical systems and equipment ❑Not Applicable :and document where exceptions to ;the standard are claimed. Information ; ;provided should include exterior ;lighting power calculations, wattage of; ; bulbs and ballasts,transformers and :control devices. C406 ;Plans, specifications, and/or ;❑Complies [PR9]1 calculations provide all information :❑Does Not Mith which compliance can be I e determined for the additional energy ;❑Not Observable efficiency package options. ;❑Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Ti-- 3 Low Impact(Tier 3) Project Title: Coopers Boat Facility City Of I�-96iP kClb6j6§7'25 Data filename: Development Servf8gs Dear?ment r'- Reviewed for Code Compliance Section # Rough-In Electrical Inspection Complies? Comments/Assumptions & Req.ID C405.2.1 ;Lighting controls installed to uniformly ❑Complies Requirement will be met. [EL15]1 reduce the lighting load by at least ❑Does Not 50%. ❑Not Observable ;❑Not Applicable C405.2.1 ;Occupancy sensors installed in ;❑Complies :Requirement will be met. [EL18]1 ;required spaces. :❑Does Not ❑Not Observable ❑Not Applicable C405.2.1, Independent lighting controls installed ;❑Complies ;Requirement will be met. C405.2.2. per approved lighting plans and all ;❑Does Not 3 manual controls readily accessible and; [EL23]2 visible to occupants. 1❑Not Observable ❑Not Applicable ; C405.2.2. ;Automatic controls to shut off all ;❑Complies :Requirement will be met. 1 ;building lighting installed in all :❑Does Not [EL22]2 buildings. ; ; :❑Not Observable ;❑Not Applicable ; C405.2.3 Daylight zones provided with '❑Complies ;Exception: Requirement does not apply. [EL16]2 individual controls that control the ❑Does Not lights independent of general area ❑ lighting. Not Observable ❑Not Applicable ; C405.2.3, ;Primary sidelighted areas are ;❑Complies ;Exception: Requirement does not apply. C405.2.3. ;equipped with required lighting :❑Does Not 1, ;controls. ; ; C405.2.3. �❑Not Observable 2 ; ❑Not Applicable [EL20]1 C405.2.3, :Enclosed spaces with daylight area ;❑Complies ;Exception: Requirement does not apply. C405.2.3. ;under skylights and rooftop monitors ;❑Does Not 1, :are equipped with required lighting C405.2.3. controls. T-lNot Observable 3 ;❑Not Applicable ; [EL21]1 o C405.2.4 ',Separate lighting control devices for ;❑Complies i Requirement will be met. [EL4]1 specific uses installed per approved ;❑Does Not lighting plans. ; ❑Not Observable ;❑Not Applicable ' C405.2.4 ;Additional interior lighting power ;❑Complies Requirement will be met. [EL8]1 ;allowed for special functions per the :❑Does Not Eapproved lighting plans and is automatically controlled and 11❑Not Observable separated from general lighting. ',❑Not Applicable ; C405.2.5 ;Automatic lighting controls for exterior;❑Complies ;Requirement will be met. [EL25]""ll ;lighting installed. Controls will be :❑Does Not ;daylight controlled, set based on ; ; business operation time-of-day, or ;❑Not Observable reduce connected lighting > 30%. ,❑Not Applicable ; C405.3 ;Exit signs do not exceed 5 watts per ;❑Complies :Requirement will be met. [EL6]1 ;face. ;❑Does Not ❑Not Observable ❑Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Ti-- 3 Low Impact(Tier 3) Project Title: Coopers Boat Facility CItY Of K�_96iPUk Clb6j6§j25 Data filename: Development Servf8gs DSe�ar?ment r'- Reviewed for Code Compliance Section # Final Inspection Complies? Comments/Assumptions & Req.ID C303.3, Furnished O&M instructions for ❑Complies Requirement will be met. C408.2.5. systems and equipment to the ❑Does Not 2 building owner or designated ' [FI17]3 representative. ❑Not Observable ❑Not Applicable C405.4.1 ;Interior installed lamp and fixture ;❑Complies See the Interior Lighting fixture schedule for values. [FI18]1 ;lighting power is consistent with what B❑Does Not is shown on the approved lighting plans, demonstrating proposed watts ;❑Not Observable are less than or equal to allowed :❑Not Applicable watts. C405.5.1 :Exterior lighting power is consistent ;❑Complies eSee the Exterior Lighting fixture schedule for values. [FI19]1 ;with what is shown on the approved :❑Does Not lighting plans, demonstrating proposed watts are less than or equal ;]]Not Observable -to allowed watts. ;❑Not Applicable C408.2.5. ;Furnished as-built drawings for ❑Complies Requirement will be met. 1 ;electric power systems within 90 days ❑Does Not [FI16]3 :of system acceptance. ❑Not Observable ❑Not Applicable C408.3 ;Lighting systems have been tested to !❑Complies :Requirement will be met. [FI33]1 ;ensure proper calibration, adjustment, ❑Does Not programming, and operation. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 1 2 IMedium Impact( �►1 3 1 Low Impact(Tier 3) Project Title: Coopers Boat Facility CItY Of K�_96iPl;11611:Cl 6j6tj25 Data filename: Development Servf8gs Dear?ment r'- Reviewed for Code Compliance COMcheck Software Version COMcheckWeb Mechanical Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: 23146 - Coopers Boater Facility Location: Corpus Christi, Texas Climate Zone: 2a Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 96 Coopers L-Head Street Richter Architects Stridde, Callins&Associates, Inc. Corpus Christi,Texas 78401 201 S. Upper Broadway Street 342 S. Navigation Boulevard Corpus Christi,Texas 78401 Corpus Christi,Texas 78405 361-882-1288 361-883-9199 Additional Efficiency Package(s) Credits: 1.0 Required 1.0 Proposed Reduced Lighting Power, 1.0 credit Mechanical Systems List Quantity System Type & Description 1 AHU-1 (Single Zone): Heating: 1 each -Central Furnace, Electric, Capacity = 23 kBtu/h No minimum efficiency requirement applies Cooling: 1 each- Split System, Capacity = 35 kBtu/h,Air-Cooled Condenser, No Economizer, Economizer exception: Low Operating Hours Proposed Efficiency = 16.00 SEER, Required Efficiency = 13.00 SEER Proposed Part Load Efficiency= 0.00 , Required Part Load Efficiency = 0.00 Fan System: AHU-1 I LAUNDRY Compliance (Motor nameplate HP and fan efficiency method) : Passes Fans: AHU-1 Supply, Single-Zone VAV, 1300 CFM, 0.5 motor nameplate hp, 0.0 fan efficiency grade, 0.0 total fan efficiency, 0.0 design fan efficiency , fan exception: Single fan <= 5HP 1 AHU-2 (Single Zone): Heating: 1 each - Duct Furnace, Electric, Capacity = 23 kBtu/h No minimum efficiency requirement applies Cooling: 1 each- Split System, Capacity = 35 kBtu/h,Air-Cooled Condenser, No Economizer, Economizer exception: Low Operating Hours Proposed Efficiency = 16.00 SEER, Required Efficiency = 13.00 SEER Proposed Part Load Efficiency = 0.00 , Required Part Load Efficiency = 0.00 Fan System: AHU-2 I SHOWERS/RR-- Compliance (Motor nameplate HP and fan efficiency method) : Passes Fans: AHU-2 Supply, Single-Zone VAV, 1300 CFM, 0.5 motor nameplate hp, 0.0 fan efficiency grade, 0.0 total fan efficiency, 0.0 design fan efficiency , fan exception: Single fan <= 5HP 1 AHU-3 (Single Zone): Heating: 1 each - Duct Furnace, Electric, Capacity = 51 kBtu/h No minimum efficiency requirement applies Cooling: 1 each- Split System, Capacity = 57 kBtu/h,Air-Cooled Condenser, No Economizer, Economizer exception: Low Operating Hours Proposed Efficiency = 15.20 SEER, Required Efficiency = 13.00 SEER Proposed Part Load Efficiency = 0.00 , Required Part Load Efficiency = 0.00 Fan System: AHU-3 I MEETING --Compliance (Motor nameplate HP and fan efficiency method) : Passes Fans: AHU-3 Supply, Single-Zone VAV, 1950 CFM, 0.8 motor nameplate hp, 0.0 fan efficiency grade, 0.0 total fan efficiency, 0.0 design fan efficiency , fan exception: Single fan <= 5HP Project Title: 23146-Coopers Boater Facility \ City Of 0W6rPlJftCl 6jI5025 Data filename: Development ServfPgs De�art?ment Reviewed for Code Compliance Quantity System Type & Description 1 EWH-1: Electric Storage Water Heater, Capacity: 85 gallons w/Circulation Pump Proposed Efficiency: 0.62 SL, %/h (if> 12 kW), Required Efficiency: 0.62 SL, %/h (if> 12 kW) 1 EHW-2: Electric Storage Water Heater, Capacity: 85 gallons w/Circulation Pump Proposed Efficiency: 0.62 SL, %/h (if> 12 kW), Required Efficiency: 0.62 SL, %/h (if> 12 kW) Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2015 IECC requirements in COMcheck Version COMcheckWe and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Clark Underwood, EIT 6/3/2025 Name-Title Signature Date Project Title: 23146-Coopers Boater Facility City Of I46QUftC66j6025 Data filename: Development Servf8gs Die art?ment Reviewed for Code Compliance COMcheck Software Version COMcheckWeb Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Req.ID C103.2 ;Plans, specifications, and/or ❑Complies Requirement will be met. [PR2]1 ;calculations provide all information ❑Does Not :with which compliance can be Location on plans/spec: Drawing M512 :determined for the mechanical ❑Not Observable :systems and equipment and '❑Not Applicable :document where exceptions to the ;standard are claimed. Load ;calculations per acceptable :engineering standards and : :handbooks. : C103.2 ;Plans, specifications, and/or ;❑Complies Requirement will be met. [PR3]1 :calculations provide all information :❑Does Not .with which compliance can be : Location on plans/spec: Drawing P513 determined for the service water ;❑Not Observable heating systems and equipment and :❑Not Applicable document where exceptions to the standard are claimed. Hot water system sized per manufacturer's :sizing guide. C406 ;Plans, specifications, and/or ❑Complies ;Requirement will be met. [PR9]1 ;calculations provide all information ❑Does Not : :with which compliance can be : :determined for the additional energy ❑Not Observable efficiency package options. ❑Not Applicable ; Additional Comments/Assumptions: 111 High Impact(Tier 1) 1 2 IMedium Impact( �►1 3 1 Low Impact(Tier 3) Project Title: 23146-Coopers Boater Facility City Of I�-96iP kClb6j6025 Data filename: Development Servregs D3e�art?ment r'- Reviewed for Code Compliance Section # Footing /Foundation Inspection Complies? Comments/Assumptions & Req.ID C403.2.4. Snow/ice melting system sensors for ❑Complies Exception: Requirement does not apply. 5, ,future connection to controls. Freeze ❑Does Not C403.2.4. :protection systems have automatic 6 :controls installed. ❑Not Observable [F09]3 '❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 1 2 IMedium Impact` 3 1 Low Impact(Tier 3) Project Title: 23146-Coopers Boater Facility CItY Of K�-96iPUftCl 6j6025 Data filename: Development Servf8gs De�art?ment r'- Reviewed for Code Compliance Section # Plumbing Rough-In Inspection Complies? Comments/Assumptions & Req.ID C404.5, Heated water supply piping conforms ❑Complies Requirement will be met. C404.5.1, to pipe length and volume ❑Does Not C404.5.2 requirements. Refer to section details. Location on plans/spec: Specification Section 22 11 16 [PL6]3 ❑Not Observable ❑Not Applicable C404.6.1, ;Automatic time switches installed to ❑Complies Requirement will be met. C404.6.2 ;automatically switch off the ❑Does Not [PL3]1 :recirculating hot-water system or heat ❑Not Observable trace. ❑Not Applicable C404.6.3 Pumps that circulate water between a ;❑Complies ;Exception: Requirement does not apply. [PL7]3 heater and storage tank have controls ;❑Does Not ;that limit operation from startup to <= 5 minutes after end of heating ;❑Not Observable cycle. ;❑Not Applicable C404.7 ;Water distribution system that pumps '❑Complies ;Exception: Requirement does not apply. [PL8]3 ;water from a heated-water supply ❑Does Not pipe back to the heated-water source ❑Not Observable through a cold-water supply pipe is a demand recirculation water system. ❑Not Applicable Pumps within this system have ;controls that start the pump upon receiving a signal from the action of a ; user of a fixture or appliance and limits the temperature of the water entering the cold-water piping to 104°F. Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact((Ti---` 3 Low Impact(Tier 3) Project Title: 23146-Coopers Boater Facility CItY Of K�_96iPldftCla6j6025 Data filename: Development Servf8gs DSe�art?ment r'- Reviewed for Code Compliance Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions & Req.ID C402.2.6 ;Thermally ineffective panel surfaces of ❑Complies Exception: Requirement does not apply. [ME41]3 ;sensible heating panels have ❑Does Not :insulation >= R-3.5. ❑Not Observable ❑Not Applicable C403.2.13;Unenclosed spaces that are heated ;❑Complies ;Exception: Requirement does not apply. [ME71]2 ;use only radiant heat. :❑Does Not ❑Not Observable ❑Not Applicable C403.2.6. 'Demand control ventilation provided ;❑Complies Exception: Systems with design outdoor air of less than 1200 1 for spaces >500 ft2 and >25 :❑Does Not cfm. [ME59]1 people/1000 ft2 occupant density and 'served by systems with air side ;❑Not Observable economizer, auto modulating outside ❑Not Applicable air damper control, or design airflow >3,000 cfm. C403.2.6. Enclosed parking garage ventilation `❑Complies Exception: Requirement does not apply. 2 :has automatic contaminant detection ❑Does Not [ME115]3 :and capacity to stage or modulate fans to 50%or less of design capacity. ❑Not Observable ❑Not Applicable C403.2.7 ;Exhaust air energy recovery on ;❑Complies ;Exception: Requirement does not apply. [ME57]1 ;systems meeting Table C403.2.7(1) :❑Does Not :and C403.2.7(2). ' ❑Not Observable ❑Not Applicable C403.2.8 ;Kitchen exhaust systems comply with ;❑Complies ;Exception: Requirement does not apply. [ME116]3 'replacement air and conditioned '❑Does Not supply air limitations, and satisfy hood rating requirements and maximum ❑Not Observable exhaust rate criteria. ;❑Not Applicable C403.2.9 HVAC ducts and plenums insulated. ;❑Complies Requirement will be met. [ME60]2 Where ducts or plenums are installed °❑Does Not in or under a slab, verification may ❑Not Observable Location on plans/spec: Specification Section 23 07 00 need to occur during Foundation Inspection. ;❑Not Applicable C403.2.9 Ducts and plenums sealed based on ❑Complies Requirement will be met. [ME 10]z .static pressure and location. ❑Does Not ❑Not Observable Location on plans/spec: Specification Sections 23 07 00 and 23 31 13 ❑Not Applicable C403.2.9. Ductwork operating >3 in. water ;❑Complies Exception: Requirement does not apply. 1.3 ,column requires air leakage testing. I❑Does Not [ME11]3 ' ❑Not Observable ❑Not Applicable C403.4.4. :Multiple zone VAV systems with DDC ;❑Complies ;Exception: Requirement does not apply. 6 of individual zone boxes have static ❑Does Not [ME110]3 pressure setpoint reset controls. ❑Not Observable See the Mechanical systems list for values. ❑Not Applicable C408.2.2. ;Air outlets and zone terminal devices ;❑Complies :Requirement will be met. 1 :have means for air balancing. '❑Does Not [ME53]3 :Location on plans/spec: Drawings M101, M201, M202, ❑Not Observable,M511, and Specification Section 23 33 01 ❑Not Applicable C403.5, ;Refrigerated display cases, walk-in '❑Complies ;Exception: Requirement does not apply. C403.5.1, ;coolers or walk-in freezers served by ❑Does Not C403.5.2 �remote compressors and remote [ME123]3 :condensers not located in a ❑Not Observable condensing unit, have fan-powered ❑Not Applicable ;condensers that comply with Sections ;C403.5.1 and refrigeration compressor; ;systems that comply with C403.5.2.. 11 High Impact(Tier 1) 2 Medium Impact(Ti--"1 3 Low Impact(Tier 3) Project Title: 23146-Coopers Boater Facility CItY Of K�_96iPUftCl 6j6025 Data filename: Development Servf8gs De�art?ment r'- Reviewed for Code Compliance Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Ti-- 3 1 Low Impact(Tier 3) Project Title: 23146-Coopers Boater Facility CItY Of K�-96iRUftCla6j6025 Data filename: Development ServWs De�art?ment r'- Reviewed for Code Compliance Section # Final Inspection Complies? Comments/Assumptions & Req.ID C303.3, ;Furnished O&M manuals for HVAC ❑Complies Requirement will be met. C408.2.5. systems within 90 days of system ❑Does Not 3 >acceptance. [F18]3 :❑Not Observable ;❑Not Applicable C403.2.2 HVAC systems and equipment ;❑Complies Requirement will be met. [F127]3 capacity does not exceed calculated ;❑Does Not loads. Location on plans/spec: Drawing M512 I❑Not Observable ;❑Not Applicable C403.2.4. ;Heating and cooling to each zone is ;❑Complies Requirement will be met. 1 ;controlled by a thermostat control. ;❑Does Not [F147]3 ;Minimum one humidity control device ; Location on plans/spec: Drawing M301 :per installed 1❑Not Observable humidification/dehumidification ;❑Not Applicable system. C403.2.4. ;Thermostatic controls have a 5 °F '❑Complies Requirement will be met. 1.2 ;deadband. ❑Does Not [F138]3 ; i❑Not Observable Location on plans/spec: Specification Section 23 09 93 I ❑Not Applicable C403.2.4. 'Temperature controls have setpoint ❑Complies Requirement will be met. 1.3 overlap restrictions. ❑Does Not [F120]3 I ❑Not Observable Location on plans/spec: Specification Section 23 09 93 ❑Not Applicable C403.2.4. ;Each zone equipped with setback ;❑Complies ;Requirement will be met. 2 '.controls using automatic time clock or ❑Does Not [FI39]3 ;programmable control system. ❑Not Observable;Location on plans/spec: Specification Section 23 09 93 ❑Not Applicable C403.2.4. ;Automatic Controls: Setback to 55°F ;❑Complies ;Requirement will be met. 2.1, (heat) and 85°F (cool); 7-day clock, 2- ;❑Does Not C403.2.4. hour occupant override, 10-hour ; Location on plans/spec: Specification Section 23 09 93 2.2 backup :❑Not Observable [F140]3 ;❑Not Applicable C403.2.4. ;Systems include optimum start '❑Complies ;Requirement will be met. 2.3 ;controls. ❑Does Not [F141]3 ; Location on plans/spec: Specification Section 23 09 93 ❑Not Observable ❑Not Applicable C404.3 ;Heat traps installed on supply and ;❑Complies :Exception: Integral heat trap installed. [FI11]3 ;discharge piping of non-circulating :❑Does Not Y I I systems. ;❑Not Observable ;❑Not Applicable C404.4 ;All piping insulated in accordance with ❑Complies Requirement will be met. [F125]2 ;section details and Table C403.2.10. ❑Does Not ❑Not Observable Location on plans/spec: Specification Section 22 07 00 and 23 07 00 ;❑Not Applicable C404.6.1 ;Controls are installed that limit the "❑Complies Requirement will be met. [FI12]3 ;operation of a recirculation pump ;❑Does Not ,installed to maintain temperature of a ; storage tank. System return pipe is a ;❑Not Observable :dedicated return pipe or a cold water :❑Not Applicable supply pipe. C408.2.1 ;Commissioning plan developed by ❑Complies Requirement will be met. [F128]1 registered design professional or ❑Does Not approved agency. ❑Not Observable Location on plans/spec: Specification Section 20 00 10 ❑Not Applicable 11 High Impact(Tier 1) 1 2 IMedium Impact(T;---1 3 Low Impact(Tier 3) Project Title: 23146-Coopers Boater Facility CItY Of 1�6iPUftCl 6j6025 Data filename: Development Servf8gs Dse�art?ment r'- Reviewed for Code Compliance Section # Final Inspection Complies? Comments/Assumptions & Req.ID C408.2.3. ;HVAC equipment has been tested to ❑Complies Requirement will be met. 1 :ensure proper operation. ❑Does Not [F131]1 ❑Not Observable Location on plans/spec: Specification Section 23 05 93 ;❑Not Applicable C408.2.3. ;HVAC control systems have been ;❑Complies ;Requirement will be met. 2 tested to ensure proper operation, :❑Does Not [FI10]1 calibration and adjustment of controls. ❑Not Observable Location on plans/spec: Specification Section 23 05 93 ❑Not Applicable C408.2.4 ;Preliminary commissioning report ;❑Complies Requirement will be met. [F129]1 ;completed and certified by registered ;❑Does Not `design professional or approved ;❑Not Observable Location on plans/spec: Specification Section 20 00 10 agency. ❑Not Applicable C408.2.5. ;Furnished HVAC as-built drawings ❑Complies Requirement will be met. 1 ;submitted within 90 days of system ❑Does Not [F17]3 :acceptance. ❑Not Observable ❑Not Applicable ; C408.2.5. ;An air and/or hydronic system ;❑Complies Requirement will be met. 3 :balancing report is provided for HVAC "❑Does Not [F143]1 systems. ❑Not Observable Location on plans/spec: Specification Section 23 05 93 ;❑Not Applicable C408.2.5. ;Final commissioning report due to ❑Complies Requirement will be met. 4 :building owner within 90 days of ❑Does Not [F130]1 :receipt of certificate of occupancy. ;❑Not Observable Location on plans/spec: Specification Section 20 00 10 ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Ti-- 3 1 Low Impact(Tier 3) Project Title: 23146-Coopers Boater Facility CItY Of 1�6rPlllftEC�6j6025 Data filename: Development Servf8gs D9e�art?ment r'- Reviewed for Code Compliance iry V ZONE DESIGN CERTIFICATE Coopers Alley L-Head-City of Corpus Name Christi Marina Policy Number (Insurance Co. Use) Building Address or Other Description Approximately 600 feet east of the intersection of Coopers Alley and S Shoreline Boulevard Permit No. City Corpus Christi State Tx Zip Code 78401 SECTION I: Flood Insurance Rate Map (FIRM) Information Community No. 485464 Panel No.48355CO320 Suffix G FIRM Date 10/13/2022 FIRM Zone(s) Zone yE Section II: Elevation Information Used for Design [NOTE: This section documents elevations used in the design-it does not substitute for an Elevation Certificate.] 1. FIRM Base Flood Elevation (BFE) .................................................................................... 13 feet* 2. Community's Design Flood Elevation DFE ............................................. 14 feet* 3. Elevation of the Bottom of the Lowest Horizontal Structure Member.......................................... feet' 4. Elevation of Lowest Adjacent Grade .................................................................................. 5.75 feet* 5. Depth of Anticipated Scour/Erosion used for Foundation Design ............................................. feet` 6. Embedment Depth of Pilings of Foundation Below Lowest Adjacent Grade ................................ feet* ` Indicate elevation datum used in 1-4:0 NGVD29= NAVD88® Other SECTION III: V Zone Design Certification Statement [NOTE. This Section must be certified by a registered engineer or architect.] I certify that: (1) I have developed or reviewed the structural design, plans, and specifications for construction and (2) that the design and methods of construction to be used are in accordance with accepted standards of practice for meeting the following provisions: • The bottom of the lowest horizontal structural member of the lowest floor (excluding piles and columns) is elevated at or above the BFE plus 1 foot of freeboard; and • The pile and column foundation and structure attached thereto is anchored to resist floatation, collapse, and lateral movement due to the effects of the wind and water loads acting simultaneously on all building components. Water loading values used are those associated with the base flood. Wind loading values used are those required by the applicable State of local building code. The potential for scour and erosion at the foundation has been anticipated for conditions associated with the base flood, including wave action. SECTION IV: Breakaway Wall Design Certification Statement [NOTE. This section must be certified by a registered engineer or architect when breakaway walls exceed a design safe loading resistance of 20 pounds per square foot.] I certify that (1) 1 have developed or reviewed the structural design, plans and specifications for construction and (2) that the design and methods of construction to be used for the breakaway walls are in accordance with accepted standards of practice for meeting the following provisions: • Breakaway wall collapse shall result from a water load less than that which would occur during the base flood; and • The elevated portion of the building and supporting foundation system shall not be subject to collapse, displacement, or other structural damage due to the effects of wind and water loads acting simultaneously on all building components (wind and water loading values to be used are defined in Section III), SECTION V: Certification and Seal This certification is to be signed and sealed by a registered professinnnl engineer or architect authorized by law to certify structural designs. I certify the V Zone Design Certification Statement (Section III) and _ the Breakaway Wall Design Certification Statement (Section IV, check if applicable). Certifier's Name AI S��1Ve�f 5 License Number Title P, C, Company Name C * r .*. �! Address 353v S, �f 4 .-S �'. j KEfTii A. SANDERS City ( 'r State Zip Code City' o�» Is,14hri 71 Signature Date �� ZS Teh • Otte ' el ment'` rt ent \ Reviewed for Code•Compliance COMcheck Software Version COMcheckWeb Envelope Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: COOPERS BOATER FACILITY Location: Corpus Christi, Texas Climate Zone: 2a Project Type: New Construction Vertical Glazing/Wall Area: 47% Construction Site: Owner/Agent: Designer/Contractor: 96 Coopers L-Head St. City of Corpus Christi David Richter Corpus Christi,Texas 78401 1201 Leopard Street Richter Architects Corpus Christi,Texas 78401 201 South Upper Broadway 3618263211 Corpus Christi,Texas 78041 3618821288 Additional Efficiency Package(s) thuynh@richterarchitects.com Credits: 1.0 Required 1.0 Proposed Dedicated Outdoor Air System, 1.0 credit Building Area Floor Area 1-Office :Nonresidential 1841 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(.) Perimeter Roof: Other, [Bldg. Use 1-Office] (b) 1497 --- 0.026 0.027 Roof: Other, [Bldg. Use 1-Office] (b) 343 --- --- 0.026 0.027 Floor: Other(U-Factor option), [Bldg. Use 1 -Office] (b) 1841 --- --- 0.110 0.033 NORTH Ext. Wall: Concrete Block, 12in., Solid Grouted, Normal 33 0.0 9.8 0.075 0.151 Density, Furring: Wood, [Bldg. Use 1 -Office] Ext. Wall: Concrete Block, 8in., Solid Grouted, Normal Density, 325 0.0 9.8 0.078 0.151 Furring:Wood, [Bldg. Use 1-Office] Door: Other(U-Factor option), Swinging, [Bldg. Use 1-Office] 75 --- --- 0.290 0.610 Ext. Wall: Other Exterior Wall, Heat capacity 0.0, [Bldg. Use 1- 575 --- --- 0.290 0.064 Office] (b) Door: Other(U-Factor option), Swinging, [Bldg. Use 1-Office] 21 --- --- 0.290 0.610 Window: Metal Frame with Thermal Break: Fixed, Perf. Specs.: 553 --- --- 0.290 0.500 Product ID HR-251, SHGC 0.25, [Bldg. Use 1-Office] (c) EAST Ext. Wall:Other Exterior Wall, Heat capacity 0.0, [Bldg. Use 1- 411 --- --- 0.290 0.064 Office] (b) Window: Metal Frame with Thermal Break: Fixed, Perf. Specs.: 410 --- --- 0.290 0.500 Product ID HR-251, SHGC 0.25, [Bldg. Use 1-Office] (c) SOUTH Ext. Wall:Concrete Block, 8in., Solid Grouted, Normal Density, 525 0.0 9.8 0.078 0.151 Furring: Wood, [Bldg. Use 1-Office] Ext. Wall: Concrete Block, 12in., Solid Grouted, Normal 33 0.0 9.8 0.075 0.151 Project Title: COOPERS BOATER FACILITY I y Wgrasp Data filename: Development S?Nfces'0 03rtment i Reviewed for Code Compliance Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(a) Perimeter Density, Furring: Wood, [Bldg. Use 1 - Office] Ext. Wall: Other Exterior Wall, Heat capacity 0.0, [Bldg. Use 1 - 160 --- --- 0.290 0.064 Office] (b) Door: Other(U-Factor option), Swinging, [Bldg. Use 1 -Office] 21 --- --- 0.290 0.610 Window: Metal Frame with Thermal Break: Fixed, Perf. Specs.: 138 --- --- 0.290 0.500 Product ID HR-251, SHGC 0.25, [Bldg. Use 1 -Office] (c) WEST Ext. Wall: Concrete Block, 8in., Solid Grouted, Normal Density, 311 0.0 9.8 0.078 0.151 Furring: Wood, [Bldg. Use 1 - Office] Window: Other Window: Fixed, Perf. Specs.: Product ID 12345, 7 --- --- 0.290 0.500 SHGC 0.25, [Bldg. Use 1 -Office] (c) Ext. Wall: Other Exterior Wall, Heat capacity 0.0, [Bldg. Use 1 - 23 --- --- 0.290 0.064 Office] (b) Window: Metal Frame with Thermal Break: Fixed, Perf. Specs.: 22 --- --- 0.290 0.500 Product ID HR-251, SHGC 0.25, [Bldg. Use 1 -Office] (c) (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. (b) 'Other' components require supporting documentation for proposed U-factors. (c) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. Envelope PASSES: Design 8% better than code Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 2015 IECC requirements in COMcheck Version COMch ckWebtato comply with any applicable mandatory requirements listed in the Inspection Checklist. ToAN moyriN - PM 08-29.2025 Name-Title Signatur Date Project Title: COOPERS BOATER FACILITY epo WA VP Data filename. Development S^9J;tes2N`rtment Reviewed for Code Compliance COMcheck Software Version COMcheckWeb Inspection Checklist Energy Code: 2015 IECC Requirements: 8.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Req.ID j C103.2 Plans and/or specifications provide all ❑Complies [PR1]1 information with which compliance ❑Does Not can be determined for the building envelope and document where ❑Not Observable exceptions to the standard are ❑Not Applicable claimed. C402.4.1 The vertical fenestration area <= 30 ❑Complies [PR10]1 percent of the gross above-grade wall :❑Does Not area. ❑Not Observable ❑Not Applicable C402.4.1 The skylight area <= 3 percent of the ❑Complies [PR1111 gross roof area. ❑Does Not ❑Not Observable ❑Not Applicable C402.4.2 In enclosed spaces > 2,500 ft2 ;❑Complies [PR14]1 directly under a roof with ceiling ❑Does Not heights >15 ft. and used as an office, lobby, atrium, concourse, corridor, ❑Not Observable storage, gymnasium/exercise center, ❑Not Applicable convention center, automotive service, manufacturing, non- refrigerated warehouse, retail store, distribution/sorting area, transportation, or workshop, the following requirements apply: (a) the daylight zone under skylights is >= half the floor area; (b) the skylight area to daylight zone is >= 3 percent with a skylight VT >= 0.40; or a minimum skylight effective aperture >= 1 percent. C406 Plans, specifications, and/or ❑Complies Requirement will be met. [PR9]1 calculations provide all information '❑Does Not with which compliance can be determined for the additional energy :nNot Observable efficiency package options. ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact (( 3 Low Impact(Tier 3) Project Title: COOPERS BOATER FACILITY City 7e Ar"�S WiM Data filename: Development SJMFcesgYbFMrtment Reviewed for Code Compliance Section # Footing / Foundation Inspection Complies? Comments/Assumptions & Req.ID C303.2.1 Exterior insulation protected against ❑Complies [FO6]1 damage, sunlight, moisture, wind, ❑Does Not landscaping and equipment maintenance activities. [:]Not Observable ❑Not Applicable C402.2.6 Radiant heating systems panels ❑Complies Requirement will be met. [FO12]3 insulated to >=R-3.5 on face opposite ❑Does Not space being heated. [-]Not Observable see the Envelope Assemblies table for values. ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(T:. � 3 Low Impact(Tier 3) Project Title: COOPERS BOATER FACILITY CIty eAYL� � Data filename: Development SdVtes1Mp',02rtment Reviewed for Code Compliance Section # Framing/Rough-In Inspection Complies? Comments/Assumptions & Req.ID C303.1.3 Fenestration products rated in ❑Complies [FR12]2 accordance with NFRC. ❑Does Not ❑Not Observable ❑Not Applicable C303.1.3 Fenestration products are certified as ❑Complies [FR13]1 to performance labels or certificates ❑Does Not provided. ❑Not Observable ❑Not Applicable C402.4.3 Vertical fenestration SHGC value. ❑Complies See the Envelope Assemblies table for values. [FR10]1 ❑Does Not ❑Not Observable ❑Not Applicable C402.4.3, Vertical fenestration U-Factor. ❑Complies See the Envelope Assemblies table for values. C402.4.3. ❑Does Not 4 ❑ [FR8]1 Not Observable ❑Not Applicable C402.4.4 U-factor of opaque doors associated ❑Complies See the Envelope Assemblies table for values. [FR14]2 with the building thermal envelope ❑Does Not meets requirements. ❑Not Observable ❑Not Applicable C402.5.1 The building envelope contains a ❑Complies [FR16]1 continuous air barrier that is sealed in ❑Does Not an approved manner and either constructed or tested in an approved ❑Not Observable manner.Air barrier penetrations are ❑Not Applicable sealed in an approved manner. C402.5.2, Factory-built fenestration and doors ❑Complies C402.5.4 are labeled as meeting air leakage ❑Does Not [FR18]3 requirements. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(: iXJ� 3 Low Impact(Tier 3) Project Title: COOPERS BOATER FACILITY I y Data filename: Development S?P9Fces8U6lJ3rtment Reviewed for Code Compliance Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions & Req.ID C402.5.5, Stair and elevator shaft vents have ❑Complies C403.2.4. motorized dampers that automatically ❑Does Not 3 close. [ME3]3 ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact( 3 Low Impact(Tier 3) Project Title: COOPERS BOATER FACILITY • I y � Data filename: Development S?Nftes"bp13rtment �'�. Reviewed for Code Compliance Section # Insulation Inspection Complies? Comments/Assumptions & Re .ID C303.1 Roof insulation installed per ❑Complies [IN3]1 manufacturer's instructions. Blown or ❑Does Not poured loose-fill insulation is installed only where the roof slope is <=3 in ❑Not Observable 12. ❑Not Applicable C303.1 Building envelope insulation is labeled ❑Complies [IN10]2 with R-value or insulation certificate ❑Does Not providing R-value and other relevant ❑ data. Not Observable ❑Not Applicable C303.2 Above-grade wall insulation installed ❑Complies [IN7]1 per manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable C303.2, Floor insulation installed per ❑Complies C402.2.4 manufacturer's instructions. Cavity or ❑Does Not [IN9]2 structural slab insulation installed in ❑Not Observable permanent contact with underside of decking or structural slabs. ❑Not Applicable C303.2.1 Exterior insulation is protected from ❑Complies [IN14]2 damage with a protective material. ❑Does Not Verification for exposed foundation insulation may need to occur during ❑Not Observable Foundation Inspection. ❑Not Applicable C402.2.1 Insulation intended to meet the roof ❑Complies [IN17]3 insulation requirements cannot be ❑Does Not installed on top of a suspended ceiling. Mark this requirement ❑Not Observable compliant if insulation is installed ❑Not Applicable accordingly. C104 Installed above-grade wall insulation ❑Complies See the Envelope Assemblies table for values. [IN6]1 type and R-value consistent with ❑Does Not insulation specifications reported in plans and COMcheck reports. ❑Not Observable ❑Not Applicable C104 Installed floor insulation type and R- ❑Complies See the Envelope Assemblies table for values. [IN8]2 value consistent with insulation ❑Does Not specifications reported in plans and COMcheck reports. ❑Not Observable ❑Not Applicable C402.2.6 Radiant panels and associated ❑Complies [IN18]3 components,designed for heat ❑Does Not transfer from the panel surfaces to the ❑Not Observable occupants or indoor space are insulated with a minimum of R-3.5. ❑Not Applicable C402.3 High-albedo roofs satisfy one of the ❑Complies [INS]3 following: 3-year-aged solar ❑Does Not reflectance >= 0.55 and thermal emittance >= 0.75 or 3-year-aged ❑Not Observable solar reflectance index >= 64.0. ❑Not Applicable C104 Installed roof insulation type and R- ❑Complies See the Envelope Assemblies table for values. [IN2]1 value consistent with insulation ❑Does Not specifications reported in plans and COMcheck reports. For some ceiling ❑Not Observable systems,verification may need to ❑Not Applicable ; occur during Framing Inspection. C402.5.1. All sources of air leakage in the ❑Complies 1 building thermal envelope are sealed, ❑Does Not [IN1]1 caulked, gasketed, weather stripped ❑Not Observable or wrapped with moisture vapor- permeable wrapping material to ❑Not Applicable minimize air leakage. 11 High Impact(Tier 1) 2 Medium Impact( 3 Low Impact(Tier 3) Project Title: COOPERS BOATER FACILITY • I y ( wa Data filename: Development SE_PNFcei"_A_0rtment Reviewed for Code Compliance Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medi-. . (Tier 2) 3 1 Low Impact(TiCity of Cul PU er 3) Project Title: COOPERS BOATER FACILITY epo date: 08/29, Data filename: Development Services D@fortr )t Reviewed for Code Compliance Section # Final Inspection Complies? Comments/Assumptions & Req.ID C402.5.3 Where open combustion air ducts ❑Complies [F151]3 provide combustion air to open ❑Does Not combustion fuel burning appliances, the appliances and combustion air ❑Not Observable opening are located outside the ❑Not Applicable building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms are sealed and insulated. C402.5.6 Weatherseals installed on all loading ❑Complies [F137]1 dock cargo doors. ❑Does Not ❑Not Observable ❑Not Applicable C402.5.8 Recessed luminaires in thermal ❑Complies [FI26]3 envelope to limit infiltration and be IC ;❑Does Not rated and labeled. Seal between interior finish and luminaire housing. ;❑Not Observable ❑Not Applicable C406.6 Dedicate outdoor air system efficiency'❑Complies [F152]1 package: Buildings with hydronic ❑Does Not and/or multiple-zone HVAC systems are equipped with an independent ❑Not Observable ventilation system designed to ;CNot Applicable provide >= 100-percent outdoor air to each individual occupied space, as specified by the IMC. The ventilation system is capable of total energy recovery and includes HVAC system controls that manage temperature resets >= 25 percent of delta design supply-air/room-air temp. Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact Fr'. 3 Low Impact(Tier 3) Project Title: COOPERS BOATER FACILITY e o Data filename: Development Sdl9ke4�Ybp'ilrtment Reviewed for Code Compliance National Flood Insurance Program F ■ Iev;ition 0 '-MMW-� Certificate and I nstructions 2023 EDITION OtipA� T4�� Nn FEMA City of Corpus Christi Development Services Department Reviewed for Code Compliance U.S. DEPARTMENT OF HOMELAND SECURITY OMB Control No. 1660-0008 Federal Emergency Management Agency Expiration Date:06/30/2026 National Flood Insurance Program ELEVATION CERTIFICATE AND INSTRUCTIONS PAPERWORK REDUCTION ACT NOTICE Public reporting burden for this data collection is estimated to average 3.75 hours per response.The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and submitting this form. You are not required to respond to this collection of information unless a valid OMB control number is displayed on this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing the burden to: Information Collections Management, Department of Homeland Security, Federal Emergency Management Agency, 500 C Street SW,Washington, DC 20742, Paperwork Reduction Project(1660-0008). NOTE: Do not send your completed form to this address. PRIVACY ACT STATEMENT Authority:Title 44 CFR§61.7 and 61.8. Principal Purpose(s): This information is being collected for the primary purpose of documenting compliance with National Flood Insurance Program (NFIP)floodplain management ordinances for new or substantially improved structures in designated Special Flood Hazard Areas. This form may also be used as an optional tool for a Letter of Map Amendment(LOMA), Conditional LOMA(CLOMA), Letter of Map Revision Based on Fill (LOMR-F), or Conditional LOMR-F (CLOMR-F), or for flood insurance rating purposes in any flood zone. Routine Use(s):The information on this form may be disclosed as generally permitted under 5 U.S.C. §552a(b)of the Privacy Act of 1974, as amended.This includes using this information as necessary and authorized by the routine uses published in DHS/FEMA-003—National Flood Insurance Program Files System of Records Notice 79 Fed. Reg. 28747(May 19,2014)and upon written request,written consent, by agreement, or as required by law. Disclosure:The disclosure of information on this form is voluntary; however,failure to provide the information requested may impact the flood insurance premium through the NFIP. Information will only be released as permitted by law. PURPOSE OF THE ELEVATION CERTIFICATE The Elevation Certificate is an important administrative tool of the NFIP. It can be used to provide elevation information necessary to ensure compliance with community floodplain management ordinances,to inform the proper insurance premium, and to support a request for a LOMA, CLOMA, LOMR-F, or CLOMR-F. The Elevation Certificate is used to document floodplain management compliance for Post-Flood Insurance Rate Map (FIRM) buildings, which are buildings constructed after publication of the FIRM, located in flood Zones Al—A30,AE,AH,AO,A(with Base Flood Elevation (BFE)),VE,Vl—V30,V(with BFE),AR,AR/A,AR/AE,AR/Al—A30,AR/AH,AR/AO, and A99. It may also be used to provide elevation information for Pre-FIRM buildings or buildings in any flood zone. As part of the agreement for making flood insurance available in a community,the NFIP requires the community to adopt floodplain management regulations that specify minimum requirements for reducing flood losses. One such requirement is for the community to obtain the elevation of the lowest floor(including basement) of all new and substantially improved buildings, and maintain a record of such information. The Elevation Certificate provides a way for a community to document compliance with the community's floodplain management ordinance. Use of this certificate does not provide a waiver of the flood insurance purchase requirement. Only a LOMA or LOMR-F from the Federal Emergency Management Agency(FEMA) can amend the FIRM and remove the federal mandate for a lending institution to require the purchase of flood insurance. However,the lending institution has the option of requiring flood insurance even if a LOMA/LOMR-F has been issued by FEMA.The Elevation Certificate may be used to support a LOMA, CLOMA, LOMR-F, or CLOMR-F request. Lowest Adjacent Grade(LAG) elevations certified by a land surveyor, engineer, or architect, as authorized by state law,will be required if the certificate is used to support a LOMA, CLOMA, LOMR-F, or CLOMR-F request.A LOMA, CLOMA, LOMR-F, or CLOMR-F request must be submitted with either a completed FEMA MT-EZ or MT-1 application package,whichever is appropriate. If the certificate will only be completed to support a LOMA, CLOMA, LOMR-F, or CLOMR-F request,there is an option to document the certified LAG elevation on the Elevation Form included in the MT-EZ and MT-1 application. This certificate is used only to certify building elevations.A separate certificate is required for floodproofing. Under the NFIP, non-residential buildings can be floodproofed up to or above the BFE.A floodproofed building is a building that has been designed and constructed to be watertight(substantially impermeable to floodwaters) below the BFE. Floodproofing of residential buildings is not permitted under the NFIP unless FEMA has granted the community an exception for residential floodproofed basements.The community must adopt standards for design and construction of floodproofed basements before FEMA will grant a basement exception. For both floodproofed non-residential buildings and residential floodproofed basements in communities that have been granted an exception by FEMA, a floodproofing certificate is required. The expiration date on the form herein does not apply to certified and completed Elevation Certificates, as a completed Elevation Certificate does not expire, unless there is a physical change to the building that invalidates inf-rmation in Section A Items A8 or A9, Section C, Section E, or Section H. In addition,this form is intended for the specific building re �n A and is not ippv lidat y the tra fer.of fer, building ownership. l ley OOrpus rlstl Additional guidance can be found in FEMA Publication 467-1, Floodplain M;nageln,_ It Elevat=fki Cpifflelr& Services Depa rtrr ent FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) Reviewed for CoCft-r� p4�p6:e U.S. DEPARTMENT OF HOMELAND SECURITY OMB Control No. 1660-0008 Federal Emergency Management Agency Expiration Date:06/30/2026 National Flood Insurance Program ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2) insurance agent/company, and (3) building owner. SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name: City of Corpus Christi Policy Number: A2. Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No.: Company NAIC Number: Coopers Alley L-Head -City of Corpus Christi Marina City: Corpus Christi State: TX ZIP Code: 78401 A3. Property Description (e.g., Lot and Block Numbers or Legal Description)and/or Tax Parcel Number: Coopers Boater Facility- City of Corpus Christi Marina (no deed or legal description found) A4. Building Use(e.g., Residential, Non-Residential, Addition,Accessory, etc.): Non-Residential A5. Latitude/Longitude: Lat.27°47'26.511848" Long.97°23'23.628769" Horiz. Datum:❑ NAD 1927 ❑ NAD 1983 ® WGS 84 A6. Attach at least two and when possible four clear color photographs (one for each side) of the building (see Form pages 7 and 8). A7. Building Diagram Number: 6 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s): approx. 835 sq.ft. b) Is there at least one permanent flood opening on two different sides of each enclosed area? ❑ Yes ® No ❑ N/A c) Enter number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade: Non-engineered flood openings: n/a Engineered flood openings: n/a d) Total net open area of non-engineered flood openings in A8.c: n/a sq. in. e) Total rated area of engineered flood openings in A8.c(attach documentation-see Instructions): n/a sq. ft. f) Sum of A8.d and A8.e rated area(if applicable-see Instructions): n/a sq.ft. A9. For a building with an attached garage: a) Square footage of attached garage: n/a sq. ft. b) Is there at least one permanent flood opening on two different sides of the attached garage? ❑Yes ® No ❑ N/A c) Enter number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade: Non-engineered flood openings: n/a Engineered flood openings: n/a d) Total net open area of non-engineered flood openings in A9.c: n/a sq. in. e) Total rated area of engineered flood openings in A9.c(attach documentation-see Instructions): n/a sq. ft. f) Sum of A9.d and A9.e rated area(if applicable-see Instructions): n/a sq.ft. SECTION B- FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1.a. NFIP Community Name:City of Corpus Christi B1.b. NFIP Community Identification Number:485464 B2. County Name:Nueces B3. State:TX B4. Map/Panel No.: 48355C 0320 B5. Suffix:G B6. FIRM Index Date: 10/13/2022 B7. FIRM Panel Effective/Revised Date: 10/13/2022 B8. Flood Zone(s): Zone VE B9. Base Flood Elevation(s) (BFE) (Zone AO, use Base Flood Depth): 13 B10. Indicate the source of the BFE data or Base Flood Depth entered in Item 139: ❑ FIS ® FIRM ❑Community Determined ❑ Other: B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 ®NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) .' ;se Protected A ( ?Or[❑Ae�� No Designation Date: ❑CBRS ❑ OPA �-�NY �l� SrT B13. Is the building located seaward of the Limit of Moderate Wave Actior, • � [�hplopment Services Depart ent FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) Reviewed for CoC�rPl9%0;p�Fe ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: FOR INSURANCE COMPANY USE Coopers Alley L-Head -City of Corpus Christi Marina Policy Number: City: Corpus Christi State: TX ZIP Code: 78401 Company NAIC Number: SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings* ❑ Building Under Construction" ❑ Finished Construction "A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,AO,A(with BFE),VE,V1—V30, V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO, A99.Complete Items C2.a—h below according to the Building Diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: VRS RTK Network Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ® NAVD 1988 ❑Other: Datum used for building elevations must be the same as that used for the BFE. Conversion factor used? ❑ Yes ® No If Yes, describe the source of the conversion factor in the Section D Comments area. Check the measurement used: a) Top of bottom floor(including basement,crawlspace,or enclosure floor): 6.55 ® feet ❑ meters b) Top of the next higher floor(see Instructions): 16.55 ® feet ❑ meters c) Bottom of the lowest horizontal structural member(see Instructions): 15.55 ® feet ❑ meters d) Attached garage(top of slab): n/a ❑ feet ❑ meters e) Lowest elevation of Machinery and Equipment(M&E)servicing the building (describe type of M&E and location in Section D Comments area): n/a ❑ feet ❑ meters t) Lowest Adjacent Grade(LAG) next to building: ❑ Natural ® Finished 5.5 ® feet ❑ meters g) Highest Adjacent Grade(HAG) next to building: ❑ Natural ® Finished 6.0 ® feet ❑ meters h) Finished LAG at lowest elevation of attached deck or stairs, including structural support: n/a ❑ feet ❑ meters SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer, or architect authorized by state law to certify elevation information. /certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No ®Check here if attachments and describe in the Comments area. Certifier's Name: James D. Carr License Number:6458 Title: RPLS �� OF TF�, .tP.�G\ST Er�FO (P Company Name:J.Carr Land Surveying 5• e �> Address: 6537 S. STAPLES ST. STE.125#357 �••( ,IAMES..pAVIU CraRFi City: CORPUS CHRISTI State: TX ZIP Code: 78413 6458 A�OFESS�o�Qp@ Telephone: (361) 248-r 5 d mail:info@carrlandsurvey.com Np SUR�� Date: 02/05/2025 Signature: � Place Seal Here g Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2)insurance agent/company, and(3)building owner. Comments(including source of conversion factor in C2;type of equipment and location per C2.e; and description of any attachments): FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) Form Page 3 of 8 City o!Corpus Christi Ile development Services Department Reviewed for Code Compliance ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No.: FOR INSURANCE COMPANY USE Coopers Alley L-Head -City of Corpus Christi Marina Policy Number: City: Corpus Christi State: TX ZIP Code: 78401 Company NAIC Number: SECTION E—BUILDING MEASUREMENT INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO,ZONE AR/AO,AND ZONE A (WITHOUT BFE) For Zones AO,AR/AO, and A(without BFE), complete Items E1—E5. For Items E1—E4, use natural grade, if available. If the Certificate is intended to support a Letter of Map Change request, complete Sections A, B, and C. Check the measurement used. In Puerto Rico only, enter meters. Building measurements are based on: ❑ Construction Drawings' ❑ Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. El. Provide measurements(C.2.a in applicable Building Diagram)for the following and check the appropriate boxes to show whether the measurement is above or below the natural HAG and the LAG. a) Top of bottom floor(including basement, crawlspace, or enclosure) is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor(including basement, crawlspace, or enclosure) is: ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions), the next higher floor(C2.b in applicable Building Diagram) of the building is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage(top of slab) is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown The local official must certify this information in Section G. SECTION F— PROPERTY OWNER(OR OWNER'S AUTHORIZED REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A(without BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge ❑ Check here if attachments and describe in the Comments area. Property Owner or Owner's Authorized Representative Name: Address: City: State: ZIP Code: Telephone: Ext.: Email: Signature: Date: Comments: City of Corpus Christi Development Services Depart ent FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) Reviewed for Cod,-, ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No.: FOR INSURANCE COMPANY USE Coopers Alley L-Head -City of Corpus Christi Marina Policy Number: City: Corpus Christi State: TX ZIP Code: 78401 Company NAIC Number: SECTION G— COMMUNITY INFORMATION (RECOMMENDED FOR COMMUNITY OFFICIAL COMPLETION) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Section A, B, C, E, G, or H of this Elevation Certificate. Complete the applicable item(s)and sign below when: G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by state law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.a. ❑ A local official completed Section E for a building located in Zone A(without a BFE),Zone AO, or Zone AR/AO, or when item E5 is completed for a building located in Zone AO. G2.b. ❑ A local official completed Section H for insurance purposes. G3. ❑ In the Comments area of Section G,the local official describes specific corrections to the information in Sections A, B, E and H. G4. ❑ The following information (Items G5—G11) is provided for community floodplain management purposes. G5. Permit Number: G6. Date Permit Issued: G7. Date Certificate of Compliance/Occupancy Issued: G8. This permit has been issued for: ❑New Construction ❑ Substantial Improvement G9.a. Elevation of as-built lowest floor(including basement)of the building: ❑ feet ❑ meters Datum: G9.b. Elevation of bottom of as-built lowest horizontal structural member: ❑ feet ❑ meters Datum: G10.a. BFE (or depth in Zone AO) of flooding at the building site: ❑ feet ❑ meters Datum: G10.b. Community's minimum elevation (or depth in Zone AO) requirement for the lowest floor or lowest horizontal structural member: ❑ feet ❑ meters Datum: G11. Variance issued? ❑Yes ❑ No If yes, attach documentation and describe in the Comments area. The local official who provides information in Section G must sign here. I have completed the information in Section G and certify that it is correct to the best of my knowledge. If applicable, I have also provided specific corrections in the Comments area of this section. Local Official's Name: Title: NFIP Community Name: Telephone: Ext.: Email: Address: City: State: ZIP Code: Signature: Date: Comments(including type of equipment and location, per C2.e; description of any attachments; and corrections to specific information in Sections A, B, D, E, or H): City of Corpus Christi Development Services Depart ent FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) Reviewed for CoC- P ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No.: FOR INSURANCE COMPANY USE Coopers Alley L-Head -City of Corpus Christi Marina Policy Number: City: Corpus Christi State: TX ZIP Code: 78401 Company NAIC Number: SECTION H—BUILDING'S FIRST FLOOR HEIGHT INFORMATION FOR ALL ZONES (SURVEY NOT REQUIRED) (FOR INSURANCE PURPOSES ONLY) The property owner, owner's authorized representative, or local floodplain management official may complete Section H for all flood zones to determine the building's first floor height for insurance purposes. Sections A, B, and I must also be completed. Enter heights to the nearest tenth of a foot(nearest tenth of a meter in Puerto Rico). Reference the Foundation Type Diagrams(at the end of Section H Instructions)and the appropriate Building Diagrams(at the end of Section I Instructions)to complete this section. H1. Provide the height of the top of the floor(as indicated in Foundation Type Diagrams)above the Lowest Adjacent Grade(LAG): a) For Building Diagrams 1A, 1B, 3, and 5-8.Top of bottom ❑ feet ❑ meters ❑ above the LAG floor(include above-grade floors only for buildings with crawlspaces or enclosure floors) is: b) For Building Diagrams 2A, 2B,4, and 6-9.Top of next ❑ feet ❑ meters ❑ above the LAG higher floor(i.e., the floor above basement, crawlspace, or enclosure floor) is: H2. Is all Machinery and Equipment servicing the building (as listed in Item H2 instructions)elevated to or above the floor indicated by the H2 arrow(shown in the Foundation Type Diagrams at end of Section H instructions)for the appropriate Building Diagram? ❑ Yes ❑ No SECTION I—PROPERTY OWNER(OR OWNER'S AUTHORIZED REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and H must sign here. The statements in Sections A, B, and H are correct to the best of my knowledge. Note: If the local floodplain management official completed Section H, they should indicate in Item G2.b and sign Section G. ❑ Check here if attachments are provided (including required photos) and describe each attachment in the Comments area. Property Owner or Owner's Authorized Representative Name: Address: City: State: ZIP Code: Telephone: Ext.: Email: Signature: Date: Comments: City of Corpus Christi Development Services Depart ent FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) Reviewed for Co,-l- �� e ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 BUILDING PHOTOGRAPHS See Instructions for Item A6. Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No.: FOR INSURANCE COMPANY USE Coopers Alley L-Head -City of Corpus Christi Marina Policy Number: City: Corpus Christi State: TX ZIP Code: 78401 Company NAIC Number: Instructions: Insert below at least two and when possible four photographs showing each side of the building (for example, may only be able to take front and back pictures of town hou ses/rowhouses). Identify all photographs with the date taken and"Front View,""Rear View," "Right Side View,"or"Left Side View." Photographs must show the foundation. When flood openings are present, include at least one close-up photograph of representative flood openings or vents, as indicated in Sections A8 and Ag. Photo One Photo One Caption: Clear Photo One Photo Two �- ity O Photo Two Caption: � C Clear Photo Two Develo ment Se ent Reviewed for Coc FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 BUILDING PHOTOGRAPHS Continuation Page Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No.: FOR INSURANCE COMPANY USE Coopers Alley L-Head -City of Corpus Christi Marina Policy Number: City: Corpus Christi State: TX ZIP Code: 78401 Company NAIC Number: Insert the third and fourth photographs below. Identify all photographs with the date taken and"Front View,""Rear View," "Right Side View,"or"Left Side View."When flood openings are present, include at least one close-up photograph of representative flood openings or vents, as indicated in Sections A8 and A9. Photo Three Photo Three Caption: Clear Photo Three Signature: Signature: Revae Crenshaw(Feb 16,202613:03:52 CST) Gilbe 23,2026 10:54:48 CST) Email: revaec@corpuschristitx.gov Email: GilbertS2@corpuschristitx.gov Signature: Cai+IXYI MOrOYIO Signature: Sal-aGI ��Gl!?GC�I?GID�fG�I' Cailyn Moreno(Feb 23,202612:19'.16 CST) Sarah Brunkenhoefer(Mar 2,2026 08'.56:11CST) Email: caitlynm@corpuschristitx.gov Email: citysecretary@corpuschristitx.gov Photo Four City O Photo Four Caption: C Clear Photo Four Develo ment Se ent Reviewed for Coc FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23)