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HomeMy WebLinkAboutC2019-587 - 3/26/2019 - NA 00 52 25 FMAC TASK ORDER AGREEMENT RFB 2611- PN18180B This FACILITIES MULTIPLE AWARD CONTRACT TASK ORDER AGREEMENT(ORDER)is between the Owner of Corpus Christi, a Texas home-rule municipal corporation (OWNER), acting through its duly authorized Owner Manager or designee, the Director of Engineering Services or Owner Engineer, and Gourley Contracting LLC (CONTRACTOR), acting by and through its duly authorized representative. The parties agree as follows: 1. This ORDER is issued under the Facilities Multiple Award Contract Master Agreement signed on March 26, 2019, pursuant to Request for Proposal No. 2018-06. All terms and conditions of the Master Agreement pertain to this ORDER. 2. CONTRACTOR was selected for award of this ORDER under Request for Task Order Proposal (RFTOP) No. 18180B Fire Station#1 (Roof Improvements FMAC). 3. CONTRACTOR shall construct and complete certain improvements in accordance with the plans and specifications described in Exhibit A(attached and incorporated herein), perform all work as provided in said plans and specifications, and do such additional work as may be considered necessary to complete the work in a satisfactory and acceptable manner (the "Work"). The OWNER reserves the right to make such changes in the plans and specifications and in the character of the work as may be necessary or desirable.Authorization for all changes must be made in writing.The CONTRACTOR shall furnish all labor, tools, material, machinery, equipment and incidentals necessary to the prosecution of the Work unless otherwise provided by the written terms of the plans and specifications. 4. The work described in Exhibit A shall be substantially complete within 100 Calendar Days of Notice to Proceed and ready for final payment in accordance with Section 00 72 00 General Conditions within 130 Calendar Days of Notice to Proceed. 5. 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 Article 4 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): i. Substantial Completion: Contractor shall pay Owner$450.00 for each day that expires after the time specified in Paragraph 4 for Substantial Completion until the Work is substantially complete. ii. Completion of the Remaining Work: Contractor agrees to pay Owner$750.00 for each day that expires after the time specified in Paragraph 4 for completion and readiness for final payment until the Work is completed and ready for final payment in accordance with Paragraph 17.16 of the General Conditions. iii. Liquidated damages for failing to timely attain Substantial Completion and Final Completion are not additive and will not be imposed concurrently. iv. Milestones: Contractor agrees to pay Owner liquidated damages as stipulated in SECTION 01 35 00 SPECIAL PROCEDURES for failure to meet Milestone completions. Task Order Agreement 00 52 25-1 18180B Fire Station No. 1 Bond 2018 Rev.05-01-2019 • Project No. 18180B SCANNED v. 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. 6. In consideration of the completion of the above-described Work, the OWNER agrees to pay to CONTRACTOR the lump sum amount of FOUR HUNDRED TWENTY-ONE THOUSAND, NINE HUNDRED EIGHTY AND 00/100 ($421,980.00) U.S.. Said payment shall be conditioned upon the acceptance of the work by the OWNER as certified by its final inspection following the receipt of notice from the CONTRACTOR that the work is completed and ready for acceptance. Upon completion of work and before acceptance and final payment is made, the CONTRACTOR shall clean and remove from the work site all surplus and discarded materials, temporary structures and debris of every kind in order to leave the work site in a neat, orderly condition,equal to that which originally existed.The CONTRACTOR shall submit a notarized affidavit that bills for all labor, equipment, materials and supplies associated with the project have been paid before final payment is released. 7. Progress Payments; Retainage A. The Owner will make progress payments on or about the 25th day of each month during the performance of the Work. Payment is based on Work completed in accordance with Article 17, Schedule of Values, established as provided in Section 00 72 00 General Conditions. B. Progress payments equal to the full amount of the total earned value to date for completed Work minus 5% retainage and any set-offs and properly stored materials will be made prior to Substantial Completion. 8. All work shall be performed in a workmanlike manner and to the satisfaction of the OWNER. The OWNER shall determine the quality and acceptability of materials furnished, work performed, manner of performance, rate of progress of the Work, sequence of construction and interpretation of the plans and specifications. 9. The CONTRACTOR agrees to provide the following Performance and Payment Bonds and Insurance as required and outlined in the Task Order documents. 10. The CONTRACTOR shall, at all times, observe and comply with city, county, state and federal laws, ordinances or regulations which in any manner affect the conduct of the Work. The CONTRACTOR shall be responsible for procuring all legally required building, plumbing, electrical and other permits and licenses, pay all charges and fees, and give all notices necessary and incidental to the due and lawful prosecution of the Work, unless otherwise provided by the written terms of the plans and specifications. 10. This Agreement or the Work provided may not be assigned or subcontracted by CONTRACTOR without the written permission of the OWNER. IN WITNESS WHEREOF this Agreement is executed. Task Order Agreement 00 52 25-2 18180B Fire Station No. 1 Bond 2018 Rev.05-01-2019 • Project No. 18180B CITY OF CORPUS CHRISTI CONTRACTOR: 01 .. '/ /l 9' Gourley ContractincgLLC Mark Van Vleck Company Assistant City Manager James Gourley p,m; '° .,-0500* Authorized Signature oo.yaowa by Ku9 uay. Om 701910.1011:a906 d3VP Assistant City Attorney 4921 Ambassador Row Corpus Christi,TX 78416 361/883-3766 ja m esg(a)g o u rleyc ontract i n g.com END OF SECTION Task Order Agreement 00 52 25-3 181808 Fire Station No.1 Bond 2018 Rev.05-01-2019 Project No.181808   CONTRACT DOCUMENTS  FOR CONSTRUCTION OF  18180B FIRE STATION NO. 1   BOND 2018 (FMAC)            Record Drawing Number PBG 853  FMAC Master Agreement Exhibit B EXHIBIT B – SECTION 00 01 00 TABLE OF CONTENTS Division / Section Title FMAC Master Agreement 00 72 00 General Conditions (in FMAC master agreement) Division 00 Procurement and Contracting Requirements 00 30 01 Bid Form - FMAC 00 52 25 Task Order Agreement 00 61 13 Performance Bond 00 61 16 Payment Bond 00 73 00 Supplementary Conditions Division 01 General Requirements – FMAC TASK ORDER 01 11 00 Summary of Work 01 23 10 Alternates and Allowances 01 29 01 Measurement and Basis for Payment 01 33 01 Submittal Register 01 35 00 Special Procedures 01 50 00 Temporary Facilities and Controls 01 57 00 Temporary Controls Part S Standard Specifications – FMAC TASK ORDER None Part T Technical Specifications – FMAC TASK ORDER 01 31 00 Project Management and Coordination 01 33 00 Submittal Procedures 01 45 00 Quality Control 01 60 00 Product Requirements 01 70 00 Execution and Closeout Requirements 01 73 29 Cutting and Patching 02 41 19 Selective Demolition 06 10 00 Rough Carpentry 07 24 00 Exterior Insulation & Finish System 07 41 13 Metal Roof Panels FMAC Master Agreement Exhibit B Division / Section Title 07 56 00 Fluid-Applied Roofing 07 62 00 Sheet Metal Flashing and Trim 07 90 00 Joint Protection 09 91 00 Painting END OF SECTION Task Order Agreement 00 52 25 - 1 18180B Fire Station No. 1 Bond 2018 Rev. 05-01-2019 Project No. 18180B 00 52 25 FMAC TASK ORDER AGREEMENT RFB 2611- PN18180B This FACILITIES MULTIPLE AWARD CONTRACT TASK ORDER AGREEMENT (ORDER) is between the Owner of Corpus Christi, a Texas home-rule municipal corporation (OWNER), acting through its duly authorized Owner Manager or designee, the Director of Engineering Services or Owner Engineer, and _Gourley Contracting LLC__ (CONTRACTOR), acting by and through its duly authorized representative. The parties agree as follows: 1. This ORDER is issued under the Facilities Multiple Award Contract Master Agreement signed on March 26, 2019, pursuant to Request for Proposal No. 2018-06. All terms and conditions of the Master Agreement pertain to this ORDER. 2. CONTRACTOR was selected for award of this ORDER under Request for Task Order Proposal (RFTOP) No. 18180B Fire Station #1 (Roof Improvements FMAC). 3. CONTRACTOR shall construct and complete certain improvements in accordance with the plans and specifications described in Exhibit A (attached and incorporated herein), perform all work as provided in said plans and specifications, and do such additional work as may be considered necessary to complete the work in a satisfactory and acceptable manner (the “Work”). The OWNER reserves the right to make such changes in the plans and specifications and in the character of the work as may be necessary or desirable. Authorization for all changes must be made in writing. The CONTRACTOR shall furnish all labor, tools, material, machinery, equipm ent and incidentals necessary to the prosecution of the Work unless otherwise provided by the written terms of the plans and specifications. 4. The work described in Exhibit A shall be substantially complete within 100 Calendar Days of Notice to Proceed and ready for final payment in accordance with Section 00 72 00 General Conditions within 130 Calendar Days of Notice to Proceed. 5. 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 Article 4 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): i. Substantial Completion: Contractor shall pay Owner $450.00 for each day that expires after the time specified in Paragraph 4 for Substantial Completion until the Work is substantially complete. ii. Completion of the Remaining Work: Contractor agrees to pay Owner $750.00 for each day that expires after the time specified in Paragraph 4 for completion and readiness for final payment until the Work is completed and ready for final payment in accordance with Paragraph 17.16 of the General Conditions. iii. Liquidated damages for failing to timely attain Substantial Completion and Final Completion are not additive and will not be imposed concurrently. iv. Milestones: Contractor agrees to pay Owner liquidated damages as stipulated in SECTION 01 35 00 SPECIAL PROCEDURES for failure to meet Milestone completions. Task Order Agreement 00 52 25 - 2 18180B Fire Station No. 1 Bond 2018 Rev. 05-01-2019 Project No. 18180B v. 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. 6. In consideration of the completion of the above-described Work, the OWNER agrees to pay to CONTRACTOR the lump sum amount of FOUR HUNDRED TWENTY-ONE THOUSAND, NINE HUNDRED EIGHTY AND 00/100 ($421,980.00) U.S.. Said payment shall be conditioned upon the acceptance of the work by the OWNER as certified by its final inspection following the receipt of notice from the CONTRACTOR that the work is completed and ready for acceptance. Upon completion of work and before acceptance and final payment is made, the CONTRACTOR shall clean and remove from the work site all surplus and discarded materials, temporary structures and debris of every kind in order to leave the work site in a neat, orderly condition, equal to that which originally existed. The CONTRACTOR shall submit a notarized affidavit that bills for all labor, equipment, materials and supplies associated with the project have been paid before final payment is released. 7. Progress Payments; Retainage A. The Owner will make progress payments on or about the 25th day of each month during the performance of the Work. Payment is based on Work completed in accordance with Article 17, Schedule of Values, established as provided in Section 00 72 00 General Conditions. B. Progress payments equal to the full amount of the total earned value to date for completed Work minus 5% retainage and any set-offs and properly stored materials will be made prior to Substantial Completion. 8. All work shall be performed in a workmanlike manner and to the satisfaction of the OWNER. The OWNER shall determine the quality and acceptability of materials furnished, work performed, manner of performance, rate of progress of the Work, sequence of construction and interpretation of the plans and specifications. 9. The CONTRACTOR agrees to provide the following Performance and Payment Bonds and Insurance as required and outlined in the Task Order documents. 10. The CONTRACTOR shall, at all times, observe and comply with city, county, state and federal laws, ordinances or regulations which in any manner affect the conduct of the Work. The CONTRACTOR shall be responsible for procuring all legally required building, plumbing, electrical and other permits and licenses, pay all charges and fees, and give all notices necessary and incidental to the due and lawful prosecution of the Work, unless otherwise provided by the written terms of the plans and specifications. 10. This Agreement or the Work provided may not be assigned or subcontracted by CONTRACTOR without the written permission of the OWNER. IN WITNESS WHEREOF this Agreement is executed. Supplementary Conditions 00 73 00 ‐ 1  18180B Fire Station No. 1 Bond 2018 Rev 10/2018  Project No. 18180B  00 73 00 SUPPLEMENTARY CONDITIONS  These Supplementary Conditions amend or supplement SECTION 00 72 00 GENERAL CONDITIONS and  other provisions of the Contract Documents.  All provisions not amended or supplemented in these  Supplementary Conditions remain in effect.  The terms used in these Supplementary Conditions have the meanings stated in the General Conditions.   Additional terms used in these Supplementary Conditions have the meanings stated below.  ARTICLE 1 – DEFINITIONS AND TERMINOLOGY  SC‐1.01 DEFINED TERMS  A. The members of the OPT as defined in Paragraph 1.01.A.41 consists of the following  organizations:  City of Corpus Christi, Texas  LNV, Inc.      ARTICLE 4 – COMMENCEMENT AND PROGRESS OF THE WORK  SC‐4.04 DELAYS IN CONTRACTOR’S PROGRESS  A. The allocation for delays in the Contractor’s progress for rain days as set forth in General  Conditions Paragraph 4.04.D are to be determined as follows:  1. Include rain days in developing the schedule for construction.  Schedule construction so  that the Work will be completed within the Contract Times assuming that these rain  days will occur.  Incorporate residual impacts following rain days such as limited access  to and within the Site, inability to work due to wet or muddy Site conditions, delays in  delivery of equipment and materials, and other impacts related to rain days when  developing the schedule for construction.  Include all costs associated with these rain  days and residual impacts in the Contract Price.  2. A rain day is defined as any day in which the amount of rain measured by the National  Weather Services at the Power Street Stormwater Pump Station is 0.50 inch or greater.   Records indicate the following average number of rain days for each month:  Month Day Month Days  January 3 July 3  February 3 August 4  March 2 September 7  April 3 October 4  May 4 November 3  June 4 December 3  3. A total of 18 rain days have been set for this Project.  An extension of time due to rain  days will be considered only after 18 rain days have been exceeded in a calendar year  Supplementary Conditions 00 73 00 ‐ 2  18180B Fire Station No. 1 Bond 2018 Rev 10/2018  Project No. 18180B  and the OAR has determined that a detrimental impact to the construction schedule  resulted from the excessive rainfall.  Rain days are to be incorporated into the schedule  and unused rain days will be considered float time which may be consumed by the  Owner or Contractor in delay claims.  ARTICLE 5 – AVAILABILITY OF LANDS; SUBSURFACE CONDITIONS AND PHYSICAL CONDITIONS;  HAZARDOUS ENVIRONMENTAL CONDITIONS  SC‐5.03 SUBSURFACE AND PHYSICAL CONDITIONS  A. This Supplementary Condition identifies documents referenced in General Conditions  Paragraph 5.03.A which describe subsurface and physical conditions.  1. Geotechnical Reports include the following: None    2. Drawings of physical conditions relating to existing surface or subsurface structures at  the Site (except Underground Facilities) include the following: None  SC‐5.06 HAZARDOUS ENVIRONMENTAL CONDITIONS AT SITE  A. This Supplementary Condition identifies documents referenced in General Conditions  Paragraph 5.06 which describe Hazardous Environmental Conditions that have been  identified at or adjacent to the Site.  1) Environmental Reports include the following: None  2. Drawings of physical conditions relating to known Hazardous Environmental Conditions  at the Site include the following: None  ARTICLE 6 – BONDS AND INSURANCE  SC‐6.03 REQUIRED MINIMUM INSURANCE COVERAGE  INSURANCE REQUIREMENTS  CONTRACTOR’S INSURANCE AMOUNTS  Provide the insurance coverage for at least the following amounts unless greater amounts are required  by Laws and Regulations:  Type of Insurance Minimum Insurance Coverage  Commercial General Liability including  1.  Commercial Form  2.  Premises – Completed Operations  3.  Explosions and Collapse Hazard  4.  Underground Hazard  5.  Products / Completed Operations Hazard 6.  Contractual Liability  7.  Broad Form Property Damage  8.  Independent Contractors  9.  Personal & Advertising Injury    $1,000,000  Per Occurrence  $2,000,000  Aggregate  Supplementary Conditions 00 73 00 ‐ 3  18180B Fire Station No. 1 Bond 2018 Rev 10/2018  Project No. 18180B  Business Automobile Liability ‐ Owned, Non‐ Owned, Rented and Leased $1,000,000 Combined Single Limit  Workers’ Compensation Statutory    Employer’s Liability $500,000/ 500,000/ 500,000  Excess Liability/Umbrella Liability    Required if Contract Price > $5,000,000    $1,000,000  Per Occurrence      Contractor’s Pollution Liability /  Environmental Impairment Coverage  Not limited to sudden and accidental  discharge.  To include long‐term  environmental impact for the disposal of  pollutants/contaminants.    Required if excavation > 3 ft  $1,000,000 Per Claim     ☐  Required ☑  Not Required  Builder’s Risk (All Perils including Collapse)    Required for vertical structures and bridges  Equal to Full Replacement Cost of  Structure and Contents    ☐  Required ☑  Not Required  Installation Floater    Required if installing city‐owned equipment  Equal to Contract Price    ☐  Required ☑  Not Required      ARTICLE 7 – CONTRACTOR'S RESPONSIBILITIES  SC‐7.02 LABOR; WORKING HOURS  B.  Perform Work at the Site during regular working hours except as otherwise required for the  safety or protection of person or the Work or property at the Site or adjacent to the Site and  except as otherwise stated in the Contract Documents.  Regular working hours are between  7:00 a.m. and 7:00 p.m. unless other times are specifically authorized in writing by OAR.    SC‐7.04 CONCERNING SUBCONTRACTORS, SUPPLIERS, AND OTHERS  A. Add the following sentence to the end of Paragraph 7.04.A:  “The Contractor must perform at least 30 percent of the Work, measured as a percentage of  the Contract Price, using its own employees."    ARTICLE 14 – PREVAILING WAGE RATE REQUIREMENTS  Supplementary Conditions 00 73 00 ‐ 4  18180B Fire Station No. 1 Bond 2018 Rev 10/2018  Project No. 18180B  SC‐14.04 PREVAILING WAGE RATES  A. “Contractors goal on any project is to perform at least 30% of the Work, measured as a  percentage of the Contract Price, using its own employees.” (as per FMAC Master  Agreement).  "General Decision Number: TX20190288 01/04/2019    Superseded General Decision Number: TX20180342    State: Texas    Construction Type: Building    Counties: Aransas, Nueces and San Patricio Counties in Texas.    BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and  including 4 stories).  Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.60 for calendar year 2019  applies to all contracts subject to the Davis‐Bacon Act for which the contract is awarded (and any  solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the  contractor must pay all workers in any classification listed on this wage determination at least $10.60  per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours  spent performing on the contract in calendar year 2019. If this contract is covered by the EO and a  classification considered necessary for performance of work on the contract does not appear on this  wage determination, the contractor must pay workers in that classification at least the wage rate  determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum  wage rate, if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted  annually. Please note that this EO applies to the above‐mentioned types of contracts entered into by  the federal government that are subject to the Davis‐Bacon Act itself, but it does not apply to  contracts subject only to the Davis‐Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)‐ (60). Additional information on contractor requirements and worker protections under the EO is  available at WWW.DOL.GOV/WHD/GOVCONTRACTS.    Modification Number Publication Date  0 01/04/2019    BOIL0074‐003 01/01/2017         Rates    Fringes  BOILERMAKER......................................$ 28.00   22.35  ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐  ELEC0278‐002 08/28/2016  Rates Fringes  ELECTRICIAN.........................................$ 25.20   7.91  ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐  ENGI0178‐005 06/01/2014         Rates    Fringes  Supplementary Conditions 00 73 00 ‐ 5  18180B Fire Station No. 1 Bond 2018 Rev 10/2018  Project No. 18180B  POWER EQUIPMENT OPERATOR  (1) Tower Crane........................ ………….$ 29.00   10.60  (2) Cranes with Pile  Driving or Caisson  Attachment and Hydraulic  Crane 60 tons and above......................$ 28.75   10.60  (3) Hydraulic cranes 59  Tons and under....................................$ 27.50   10.60  ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐  * IRON0084‐011 06/01/2018         Rates    Fringes  IRONWORKER, ORNAMENTAL…………….$ 23.77   7.12  ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐  SUTX2014‐068 07/21/2014         Rates    Fringes  BRICKLAYER..........................................$ 20.04   0.00  CARPENTER...........................................$ 15.21  0.00  CEMENT MASON/CONCRETE FINISHER...$ 15.33  0.00  INSULATOR ‐ MECHANICAL  (Duct, Pipe & Mechanical  System Insulation)................................ $ 19.77   7.13  IRONWORKER, REINFORCING................$ 12.27  0.00  IRONWORKER, STRUCTURAL................ $ 22.16   5.26  LABORER: Common or General............. $ 9.68    0.00  LABORER: Mason Tender ‐ Brick........... $ 11.36   0.00  LABORER: Mason Tender ‐  Cement/Concrete................................. $ 10.58   0.00  LABORER: Pipelayer.............................. $ 12.49   2.13  LABORER: Roof Tearoff......................... $ 11.28   0.00  OPERATOR:  Backhoe/Excavator/Trackhoe............... $ 14.25   0.00  OPERATOR: Bobcat/Skid  Steer/Skid Loader................................. $ 13.93   0.00  OPERATOR: Bulldozer........................... $ 18.29   1.31  OPERATOR: Drill................................... $ 16.22   0.34  OPERATOR: Forklift.............................. $ 14.8  OPERATOR: Grader/Blade.................... $ 13.37   0.00  OPERATOR: Loader............................... $ 13.55   0.94  OPERATOR: Mechanic.......................... $ 17.52   3.33  OPERATOR: Paver (Asphalt,  Aggregate, and Concrete)..................... $ 16.03   0.00  OPERATOR: Roller................................ $ 12.70   0.00  PAINTER (Brush, Roller, and  Spray)................................................... $ 14.45   0.00  PIPEFITTER............................................ $ 25.80   8.55  PLUMBER..............................................$ 25.64   8.16  ROOFER................................................ $ 13.75   0.00  SHEET METAL WORKER (HVAC Duct  Supplementary Conditions 00 73 00 ‐ 6  18180B Fire Station No. 1 Bond 2018 Rev 10/2018  Project No. 18180B  Installation Only).................................. $ 22.73   7.52  SHEET METAL WORKER, Excludes  HVAC Duct Installation..........................$ 21.13   6.53  TILE FINISHER........................................$ 11.22  0.00  TILE SETTER...........................................$ 14.74  0.00  TRUCK DRIVER: Dump Truck..................$ 12.39  1.18  TRUCK DRIVER: Flatbed Truck................$ 19.65  8.57  TRUCK DRIVER: Semi‐Trailer  Truck.....................................................$ 12.50  0.00  TRUCK DRIVER: Water Truck..................$ 12.00  4.11  ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐  WELDERS ‐ Receive rate prescribed for craft performing operation to which welding is incidental.  ================================================================  Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all  contracts subject to the Davis‐Bacon Act for which the contract is awarded (and any solicitation was  issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide  employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick  leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or  other health‐related needs, including preventive care; to assist a family member (or person who is  like family to the employee) who is ill, injured, or has other health‐related needs, including preventive  care; or for reasons resulting from, or to assist a family member (or person who is like family to the  employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information  on contractor requirements and worker protections under the EO is available at  ww.dol.gov/whd/govcontracts.    Unlisted classifications needed for work not included within the scope of the classifications listed may  be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).  ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐  The body of each wage determination lists the classification and wage rates that have been found to  be prevailing for the cited type(s) of construction in the area covered by the wage determination. The  classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular  rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a  union average rate (weighted union average rate).    Union Rate Identifiers  A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters  other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that  classification in the survey. Example: PLUM0198‐005 07/01/2014. PLUM is an abbreviation identifier  of the union which prevailed in the survey for this classification, which in this example would be  Plumbers. 0198 indicates the local union number or district council number where applicable, i.e.,  Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing  the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which  in this example is July 1, 2014.    Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining  agreement (CBA) governing this classification and rate.  Supplementary Conditions 00 73 00 ‐ 7  18180B Fire Station No. 1 Bond 2018 Rev 10/2018  Project No. 18180B    Survey Rate Identifiers  Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this  classification in the survey and the published rate is derived by computing a weighted average  rate based on all the rates reported in the survey for that classification. As this weighted average rate  includes all rates reported in the survey, it may include both union and non‐union rates. Example:  SULA2012‐007 5/13/2014. SU indicates the rates are survey rates based on a weighted average  calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of  survey on which these classifications and rates are based. The next number, 007 in the example, is an  internal number used in producing the wage determination. 5/13/2014 indicates the survey  completion date for the classifications and rates under that identifier.    Survey wage rates are not updated and remain in effect until a  new survey is conducted.    Union Average Rate Identifiers  Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for  those classifications; however, 100% of the data reported for the classifications was union data.  EXAMPLE: UAVG‐OH‐0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate.  OH indicates the state. The next number, 0010 in the example, is an internal number used in  producing the wage determination. 08/29/2014 indicates the survey completion date for the  classifications and rates under that identifier.    A UAVG rate will be updated once a year, usually in January of  each year, to reflect a weighted average of the current  negotiated/CBA rate of the union locals from which the rate is  based.  ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐  WAGE DETERMINATION APPEALS PROCESS  1.) Has there been an initial decision in the matter? This can be:  * an existing published wage determination  * a survey underlying a wage determination  * a Wage and Hour Division letter setting forth a position on a wage determination matter  * a conformance (additional classification and rate) ruling    On survey related matters, initial contact, including requests for summaries of surveys, should be with  the Wage and Hour Regional Office for the area in which the survey was conducted because those  Regional Offices have responsibility for the Davis‐Bacon survey program. If the response from this  initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.    With regard to any other matter not yet ripe for the formal process described here, initial contact  should be with the Branch of Construction Wage Determinations. Write to:    Branch of Construction Wage Determinations  Wage and Hour Division  U.S. Department of Labor  200 Constitution Avenue, N.W.  Washington, DC 20210  Supplementary Conditions 00 73 00 ‐ 8  18180B Fire Station No. 1 Bond 2018 Rev 10/2018  Project No. 18180B    2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action)  can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8  and 29 CFR Part 7). Write to:    Wage and Hour Administrator  U.S. Department of Labor  200 Constitution Avenue, N.W.  Washington, DC 20210    The request should be accompanied by a full statement of the interested party's position and by any  information (wage payment data, project description, area practice material, etc.) that the requestor  considers relevant to the issue.    3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the  Administrative Review Board (formerly the Wage Appeals Board). Write to:    Administrative Review Board  U.S. Department of Labor  200 Constitution Avenue, N.W.  Washington, DC 20210    4.) All decisions by the Administrative Review Board are final.  ================================================================  END OF GENERAL DECISION    ARTICLE 19 – PROJECT MANAGEMENT AND COORDINATION  SC‐19.21 COOPERATION WITH PUBLIC AGENCIES  C. For the Contractor’s convenience, the following telephone numbers are listed:  Public Agencies/Contacts Phone Number  City Engineer 361‐826‐3500  Project Architect/Engineer: LNV, Inc. 361‐883‐1984  Craig Forsythe, RA, AIA 361‐883‐1984  Traffic Engineering 361‐826‐3547  Police Department 361‐882‐2600  Water/ Wastewater/ Stormwater 361‐826‐1800 (361‐826‐1818 after  hours)  Gas Department 361‐885‐6900 (361‐885‐6942 after  hours)  Parks & Recreation Department 361‐826‐3461  Street Department 361‐826‐1875  City Street Div. for Traffic Signals 361‐826‐1610  Supplementary Conditions 00 73 00 ‐ 9  18180B Fire Station No. 1 Bond 2018 Rev 10/2018  Project No. 18180B  Public Agencies/Contacts Phone Number  Solid Waste & Brush 361‐826‐1973  IT Department (City Fiber) 361‐826‐1956  AEP 1‐877‐373‐4858  AT&T 361‐881‐2511 (1‐800‐824‐4424 after  hours)  Grande Communications 1‐866‐247‐2633  Spectrum Communications 1‐800‐892‐4357  Crown Castle Communications  (Network Operations Center) 1‐888‐632‐0931  CenturyLink 361‐208‐0730  Windstream 1‐800‐600‐5050  Regional Transportation Authority 361‐289‐2712  Port of Corpus Christi Authority Engr. 361‐882‐5633  TxDOT Area Office 361‐808‐2500  Corpus Christi ISD 361‐695‐7200    ARTICLE 25 – SHOP DRAWINGS  SC‐25.03 CONTRACTOR’S RESPONSIBILITIES  A. Provide Shop Drawings for the following items:  Specification Section Shop Drawing Description  01 33 01 Items Listed in Section 01 33 01 SUBMITTAL REGISTER          ARTICLE 26 – RECORD DATA  SC‐26.03 CONTRACTOR’S RESPONSIBILITIES  A. Submit Record Data for the following items:  Specification Section Record Data Description  01 33 01 Items Listed in Section 01 33 01 SUBMITTAL REGISTER          Supplementary Conditions 00 73 00 ‐ 10  18180B Fire Station No. 1 Bond 2018 Rev 10/2018  Project No. 18180B  END OF SECTION  Summary of Work 01 11 00 ‐ 1  18180B Fire Station No. 1 Bond 2018 Rev 10/2018  Project No. 18180B  01 11 00 SUMMARY OF WORK  1.00 GENERAL  1.01 WORK INCLUDED  A. Construct Work as described in the Contract Documents.  1. Provide the materials, equipment, and incidentals required to make the Project  completely and fully useable.  2. Provide the labor, equipment, tools, and consumable supplies required for a complete  Project.  3. The Contract Documents do not indicate or describe all of the Work required to  complete the Project.  Additional details required for the correct installation of  selected products are to be provided by the Contractor and coordinated with the OAR.  1.02 DESCRIPTION OF WORK  A. Work is described in general, non‐inclusive terms as:  1. Scope of work includes removal of existing concrete tile roofing, replaced with new  standing seam metal roof over rigid foam board insulation. Existing modified  bituminous roof to be repaired/patched as needed & receive elastomeric roof coating.  Portion of existing EIFS system to be replaced. New & existing EIFS system to receive  new elastomeric wall coating.     1.03 WORK UNDER OTHER CONTRACTS  A. The following items of work are not included in this Contract, but may impact construction  scheduling and completion:  1. None.  B. In the case of a disagreement between the above list and those specified elsewhere in the  Contract Documents, the Contractor is to base his Proposal on the most expensive listing.  C. Completion of the Work described in this Contract may impact the construction and testing  of the items listed above.  1. Coordinate construction activities through the OAR.  2. Pay claims for damages which result from the late completion of the Project or any  specified Milestones.  1.04 WORK BY OWNER  A. The Owner plans to perform the following items of work which are not included in this  Contract, but may impact the construction scheduling and completion:  1. None.  Summary of Work 01 11 00 ‐ 2  18180B Fire Station No. 1 Bond 2018 Rev 10/2018  Project No. 18180B  B. Completion of the Work described in this Contract may impact the construction of the  items listed above.  1. Coordinate construction activities through the OAR.  2. Pay claims for damages which result from the late completion of the Project or any  specified Milestones.  C. Owner will provide normal operation and maintenance of the existing facilities during  construction, unless otherwise stated.  1.05 CONSTRUCTION OF UTILITIES  A. Pay for temporary power, including but not limited to construction cost, meter connection  fees, and permits.  1.06 USE PRIOR TO FINAL COMPLETION  A. Owner has the right to use or operate any portion of the Project that is ready for use after  notifying the Contractor of its intent to do so.  B. The execution of Bonds is understood to indicate the consent of the surety to these  provisions for use of the Project.  C. Provide an endorsement from the insurance carrier permitting use of Project during the  remaining period of construction.  D. Conduct operations to insure the least inconvenience to the Owner and general public.  2.00 PRODUCTS (NOT USED)  3.00 EXECUTION (NOT USED)  END OF SECTION  Alternates and Allowances 01 23 10 ‐ 1  18180B Fire Station No. 1 Bond 2018 Rev 10/2018  Project No. 18180B  01 23 10 ALTERNATES AND ALLOWANCES  1.00 GENERAL  1.01 REQUIREMENTS  A. Alternates:  1. This Section describes each alternate by number and describes the basic changes to be  incorporated into the Work when this alternate is made a part of the Work in the  Agreement.  2. Drawings and Specifications will outline the extent of Work to be included in the  alternate Contract Price.  3. Coordinate related Work and modify surrounding Work as required to properly  integrate the Work under each alternate, and provide a complete and functional Project  as required by the Contract Documents.  4. Bids for alternates may be accepted or rejected at the option of the Owner.  5. Owner may incorporate these alternates in the Contract when executed, or may issue a  Change Order to incorporate these alternates within 120 days at the prices offered in  the Bid, unless noted otherwise.  A Request for a Change Proposal may be issued after  120 days or other designated time period to negotiate a new price for incorporating the  Work into the Project.  B. Allowances:  1. The  Bid Item described as “Allowance for Unforseen Conditions” has been set as  noted in Section 00 30 01 Bid Form and shall be included in the Total Base Bid of the  Bid Form for each Bidder. This Allowance may be used at the Owner’s discretion in the  event that unforeseen conditions or conflicts are encountered during construction  that warrants the use of the Allowance funds.  If the use of Allowance funds becomes  necessary, the OAR will provide written authorization at a cost negotiated between  Owner and Contractor, using unit prices in the Bid Form when applicable.  No work is  to be performed under the Allowance items without written authorization from the  OAR.  There is no guarantee that any of these funds will need to be used during the  course of the Work.  2. The Bid Item described as “Allowance for Permits” has been set as noted in Section 00  30 01 Bid Form and shall be included in the Total Base Bid of the Bid Form for each  bidder.  1.02 DOCUMENT SUBMITTALS  A. Provide documents for materials furnished as part of the alternate in accordance with Article  24 of SECTION 00 72 00 GENERAL CONDITIONS.  Alternates and Allowances 01 23 10 ‐ 2  18180B Fire Station No. 1 Bond 2018 Rev 10/2018  Project No. 18180B  1.03 DESCRIPTION OF ALTERNATES  A. None.  1.04 DESCRIPTION OF ALLOWANCES  A. Allowance for Unforseen Conditions:  1. 10% of construction cost is to be used for the purchase of Allowance for Unforseen  Conditions.  B. Allowance for Permits:  1. 1% of construction cost is to be used for the purchase of Allowance for Permits.  2.00 PRODUCTS (NOT USED)  3.00 EXECUTION (NOT USED)  END OF SECTION  Measurement and Basis for Payment 01 29 01 ‐ 1  18180B Fire Station No. 1 Bond 2018 Rev 10/2018  Project No. 18180B  01 29 01 MEASUREMENT AND BASIS FOR PAYMENT  1.00 GENERAL  1.01 MEASUREMENT AND BASIS FOR PAYMENTS ON LUMP SUM ITEMS  A. Include all cost for completing the Work in accordance with the Contract Documents for lump  sum payment items.  Include all direct cost for the Work associated with that lump sum item  and a proportionate amount for the indirect costs as described in Article 17 of SECTION 00  72 00 GENERAL CONDITIONS for each lump sum item.  Include cost not specifically set forth  as an individual payment item but required to provide a complete and functional system in  the lump sum price.  B. Measurement for progress payments will be made on the basis of the earned value for each  item shown as a percentage of the cost for the lump sum item as described in Article 17 of  SECTION 00 72 00 GENERAL CONDITIONS.  Payment at Final Completion will be equal to the  total lump sum amount for that item.  1.02 MEASUREMENT AND BASIS FOR PAYMENTS ON UNIT PRICE ITEMS  A. Include all cost for completing the Work in accordance with the Contract Documents in unit  price payment items.  Include all direct cost for the Work associated with that unit price item  and a proportionate amount for the indirect costs as described in Article 17 of SECTION 00  72 00 GENERAL CONDITIONS for each unit price item.  Include cost not specifically set forth  as an individual payment item but required to provide a complete and functional system in  the unit price.  B. Measurement for payments will be made only for the actual measured and/or computed  length, area, solid contents, number, and weight, unless other provisions are made in the  Contract Documents.  Payment on a unit price basis will not be made for Work outside  finished dimensions shown in the Contract Documents.  Include cost for waste, overages,  and tolerances in the unit price for that line item.  Measurement will be as indicated for each  unit price item.  1.03 MEASUREMENT AND BASIS FOR PAYMENT FOR GENERAL AND BASE BID ITEMS  A. Bid Item A1 – Mobilization (not to exceed 5%):  1. Include the following costs in this Bid item:  a. Transportation and setup for equipment;  b. Transportation and/or erection of all field offices, sheds, and storage facilities;  c. Salaries for preparation of documents required before the first Application for  Payment;  d. Salaries for field personnel assigned to the Project related to the mobilization of  the Project;   e. Demobilization; and  f. Mobilization may not exceed 5 percent of the total Contract Price.  Measurement and Basis for Payment 01 29 01 ‐ 2  18180B Fire Station No. 1 Bond 2018 Rev 10/2018  Project No. 18180B  2. Measurement for payment will be made per lump sum on the following basis:  When at  least 5% of the adjusted contract amount for construction is earned, 75% of the  mobilization lump sum bid amount will be eligible for payment, minus retainage.  Upon  substantial completion of all work under this Contract and removal of all equipment and  materials from the Project site, the remaining 25% of the mobilization lump sum bid  amount will be eligible for payment, minus retainage.  B. Bid Item A2 – Bonds/Insurance:  1. Payment shall include all bonds and insurance required under the Contract Documents.  2. Measurement for payment will be made on a lump sum basis.  Payment for bonds and  insurance will be based on the receipt of documentation of actual costs.  Contractor  shall furnish satisfactory evidence of the rate or rates paid for all bonds and insurance.    C. Bid Item A3 – Contractor Home Office Overhead & Profit:  1. Include the following costs in this Bid item:  a.  Contractor’s overhead & profit.  2. Measuring for payment is on a percentage basis. Payment will be based on the earned  value of work completed.  D. Bid Item B1 – Demolition:  1. Include the following costs in this Bid item:  a. Demolition of existing Spanish Style concrete roofs, gutters & associated flashing  and Exterior Insulation Finish System (EIFS) where indicated on plans.  2. Measuring for payment is on a lump sum basis.  Payment will be based on the earned  value of Work completed.  E. Bid Item B2 – Standing Seam Metal Roof (Pre‐Finished):   1. Include the following costs in this Bid item:  a.  New standing seam metal roof.  2. Measuring for payment is on a square foot basis.  Payment will be based on the  earned value of Work completed.  F. Bid Item B3 – Underlayment (Peel/Stick):   1. Include the following costs in this Bid item:  a.  New self‐adhering sheet waterproofing.  2. Measuring for payment is on a square foot basis.  Payment will be based on the  earned value of Work completed.  G. Bid Item B4 – Fascia Cladding (Pre‐Finished):  1. Include the following costs in this Bid item:  a.  Metal cladding of existing wood fascia members where indicated on plans.  2. Measuring for payment is on a linear foot basis.  Payment will be based on the earned  value of Work completed.  Measurement and Basis for Payment 01 29 01 ‐ 3  18180B Fire Station No. 1 Bond 2018 Rev 10/2018  Project No. 18180B  H. Bid Item B5 – Flashing (Pre‐Finished):  1. Include the following costs in this Bid item:  a.  Flashing members for roof terminations & transitions to walls where indicated on  plans.  2. Measuring for payment is on a linear foot basis.  Payment will be based on the earned  value of Work completed.  I. Bid Item B6 – Rough Carpentry:  1. Include the following costs in this Bid item:  a.  Miscellaneous blocking, nailers, spacers, etc. necessary to install new metal roof  where indicated on plans.  2. Measuring for payment is on a lump sum basis.  Payment will be based on the earned  value of Work completed.  J. Bid Item B7 – Metal Gutters (Pre‐Finished):  1. Include the following costs in this Bid item:  a.  New metal gutters.  2. Measuring for payment is on a linear foot basis.  Payment will be based on the earned  value of Work completed.  K. Bid Item B8 – Downspouts (Pre‐Finished):  1. Include the following costs in this Bid item:  a.  New metal downspouts.  2. Measuring for payment is on a linear foot basis.  Payment will be based on the earned  value of Work completed.  L. Bid Item B9 – S.S. Conductor Head Downspout:  1. Include the following costs in this Bid item:  a.  New stainless‐steel downspout to replace missing downspout connected to  existing conductor head.  2. Measuring for payment is on each basis.  Payment will be based on the earned value  of Work completed.  M. Bid Item B10 – Metal Cricket:  1. Include the following costs in this Bid item:  a.  New metal roof cricket at existing roof flue penetration.  2. Measuring for payment is on a lump sum basis.  Payment will be based on the earned  value of Work completed.  N. Bid Item B11 – Board Insulation 1.5”:  1. Include the following costs in this Bid item:  Measurement and Basis for Payment 01 29 01 ‐ 4  18180B Fire Station No. 1 Bond 2018 Rev 10/2018  Project No. 18180B  a.  New 1.5” thick board insulation installed under new metal roof where indicated  on plans.  2. Measuring for payment is on a square foot basis.  Payment will be based on the  earned value of Work completed.  O. Bid Item B12 – Elastomeric Roof Coating:  1. Include the following costs in this Bid item:  a.  Clean & prepare existing modified bituminous roof for new elastomeric roof  coating where indicated on plans.  2. Measuring for payment is on a square foot basis.  Payment will be based on the  earned value of Work completed.  P. Bid Item B13 – Modified Bituminous Roof Repairs/Patch:  1. Include the following costs in this Bid item:  a.  Repair & patch existing modified bituminous roof as needed prior to preparation  for new coating.  2. Measuring for payment is on a lump sum basis.  Payment will be based on the earned  value of Work completed.  Q. Bid Item B14 – Exterior Insulation & Finish System (EIFS):  1. Include the following costs in this Bid item:  a.  New 1” thick EIFS to replace sections of existing EIFS removed where indicated on  plans.  2. Measuring for payment is on a square foot basis.  Payment will be based on the  earned value of Work completed.  R. Bid Item B15 – Elastomeric Wall Coating of Existing EIFS:  1. Include the following costs in this Bid item:  a.  New elastomeric coating applied to existing EIFS surface where indicated on plans.  2. Measuring for payment is on a square foot basis.  Payment will be based on the  earned value of Work completed.    1.04 MEASUREMENT AND BASIS FOR PAYMENT FOR ALLOWANCES  A. Bid Item C1 – Allowance for Unseen Conditions:  1. Include the following costs in this Bid item:  a.  10% of construction cost.  2. Measuring for payment is on a percentage basis. Payment will be based on the earned  value of work completed.  B. Bid Item C2 – Allowance for Permits:  1. Include the following costs in this Bid item:  Measurement and Basis for Payment 01 29 01 ‐ 5  18180B Fire Station No. 1 Bond 2018 Rev 10/2018  Project No. 18180B  a.  1% of construction cost.  2. Measuring for payment is on a lump sum basis. Payment will be based on the earned  value of work completed.  1.05 MEASUREMENT AND BASIS FOR PAYMENT FOR ALTERNATES  1.05.1 None.     2.00 PRODUCTS (NOT USED)  3.00 EXECUTION (NOT USED)  END OF SECTION  18180B Fire Station No. 1 Bond 2018 Page 1 of 2 Project Management and Coordination Project No. 18180B Section 01 31 00 SECTION 01 31 00 PROJECT MANAGEMENT AND COORDINATION PART 1 GENERAL 1.1 SECTION INCLUDES A. Coordination. B. Field engineering. C. Cutting and patching. D. Preconstruction conference. E. Site mobilization conference. F. Progress meetings. G. Pre-installation conferences. 1.2 COORDINATION A. Coordinate scheduling, submittals, and Work of the various Sections of specifications to assure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later. B. Verify that utility requirement characteristics of operating equipment are compatible with building utilities. Coordinate work of various Sections having interdependent responsibilities for installing, connecting, and placing in service, such equipment. C. Coordinate space requirements and installation of mechanical and electrical work which are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with line of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. D. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements. E. Coordinate completion and cleanup of Work of separate Sections in preparation for Substantial Completion. F. After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner's activities. 1.3 CUTTING AND PATCHING A. Refer to Section 01 73 29. 1.4 PRECONSTRUCTION CONFERENCE A. Owner will schedule a conference after Notice of Award. B. Attendance Required: Owner, Engineer/Architect, and Contractor, and major subcontractors. C. Agenda: 1. Distribution of Contract Documents. 2. Submission of list of Subcontractors, list of products, Schedule of Values, and progress schedule. 3. Designation of personnel representing the parties in Contract, and the Engineer/Architect. 4. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders and Contract 18180B Fire Station No. 1 Bond 2018 Page 2 of 2 Project Management and Coordination Project No. 18180B Section 01 31 00 closeout procedures. 5. Scheduling. 1.5 SITE MOBILIZATION CONFERENCE A. Engineer/Architect may schedule a conference at the Project site prior to Contractor occupancy. B. Attendance Required: Owner, Engineer/Architect, and Contractor Contractor's Superintendent, and major Subcontractors. C. Agenda: 1. Use of premises by Owner and Contractor. 2. Owner's requirements. 3. Construction facilities and controls provided by Owner. 4. Temporary utilities provided by Owner. 5. Survey and building layout. 6. Security and housekeeping procedures. 7. Schedules. 8. Procedures for testing. 9. Procedures for maintaining record documents. 10. Requirements for start-up of equipment. 11. Inspection and acceptance of equipment put into service during construction period. 1.6 PROGRESS MEETINGS A. Schedule and administer meetings throughout progress of the Work as determined by the Engineer/Architect. 1.7 PREINSTALLATION CONFERENCES A. When required in individual specification Section, convene a pre-installation conference at work site prior to commencing work of the Section. Obtain final confirmation of Engineer/Architect for necessity of meeting. B. Require attendance of parties directly affecting, or affected by, work of the specific Section. C. Notify Engineer/Architect four days in advance of meeting date. D. Review conditions of installation, preparation and installation procedures, and coordination with related work. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) END OF SECTION 18180B Fire Station No. 1 Bond 2018 1 of 4 Submittal Procedures Project No. 18180B Section 01 33 00 SECTION 01 33 00 SUBMITTAL PROCEDURES PART 1 GENERAL 1.1 SECTION INCLUDES A. Submittal procedures. B. Construction progress schedules. C. Product and Design data. D. Shop Drawings. E. Samples. F. Test reports. G. Certificates. H. Manufacturer's instructions. I. Manufacturer's field reports. J. Erection Drawings. K. Operation and Maintenance Manuals L. Other submittals. M. Contractor review. N. Architect/Engineer review. 1.2 SUBMITTAL PROCEDURES A. Scheduling and Handling 1. Contractor shall identify all critical path items and schedule submittals sufficiently in advance of the need for the material or equipment to expedite Project construction. Provide submittals on the critical path (i.e. long lead) items as soon as possible to avoid impacting or delaying construction schedule. Coordinate submission of related items. 2. Develop a submittal schedule that allows sufficient time for initial review, correction, resubmission and final review of all submittals. Allow time for fabrication, purchase, testing, and delivery of material or equipment once submittal is approved. 3. The Architect/Engineer will review and return submittals to the Contractor as expeditiously as possible but the amount of time required for review will vary depending on the complexity and quantity of data submitted. For each submittal for review, allow 15 calendar days excluding delivery time to and from Contractor/Architect/Engineer. This time for review shall in no way be justification for delays or additional compensation to the Contractor. 4. Distribute copies of reviewed submittals as appropriate. Instruct parties to promptly report inability to comply with requirements. 5. Submittals not requested will not be recognized nor processed. 6. Incomplete, improperly packaged, and submittals from sources other than the Contractor will not be accepted or reviewed. Complete submittals for each item are required. Delays resulting from incomplete submittals are not the responsibility of Architect/Engineer. B. Transmittal Form and Numbering 1. Transmit each submittal with Transmittal Letter. Group submittals of related products in a single submission but each submittal shall only contain related types of work, material, product, or equipment. Unrelated mixed/combined submittals will not be accepted. 2. Sequentially number transmittal forms. Mark revised submittals with original number and sequential alphabetic suffix. 3. Identify: Date, Project Name and Number, Contractor, Subcontractor and supplier, pertinent Drawing and detail number, and Specification Section number appropriate to submittal. 4. Apply Contractor's stamp, signed or initialed, certifying that review, approval, verification of products required, field dimensions, adjacent construction Work, and coordination of 18180B Fire Station No. 1 Bond 2018 2 of 4 Submittal Procedures Project No. 18180B Section 01 33 00 information is according to requirements of the Work and Contract Documents, except as noted by any requested variance. 5. Identify any deviations from the Contract Documents and product or system limitations that may be detrimental to successful performance of completed Work. 6. Allow space on submittals for Contractor and Architect/Engineer review stamps. 7. When revised for resubmission, identify changes made since previous submission. 1.3 CONSTRUCTION PROGRESS SCHEDULES A. At least 3 days prior to the pre-construction conference, submit preliminary construction schedule defining planned operations for the Work. 1.4 PRODUCT AND DESIGN DATA A. Submit to Architect/Engineer for review for assessing conformance with information given and design concept expressed in Contract Documents. Provide product and design data such as manufacturer's brochures, catalog pages, illustrations, diagrams, tables, performance charts, and other material which describe appearance, size, attributes, code and standard compliance, ratings, and other product characteristics. Provide all critical information such as design strengths, mixes, reference standards, performance characteristics, capacities, power requirements, wiring and piping diagrams, controls, component parts, finishes, dimensions, and required clearances. B. Where required by specification sections provide basic calculations, analyses, and data to support design decisions and demonstrate compliance with specified requirements. State assumptions and define parameters. Give general formulas and references. Provide sketches as required to illustrate design method and application. Arrange calculations and data in a logical manner with suitable text to explain assumptions, procedures and order. Indicate name, title, and telephone number of individual performing design and include Professional Architect/Engineer’s seal, registered in the state the project is located in, where applicable or required. C. Submit one (1) electronic submittals via email as PDF electronic files. D. Mark submittal to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project. E. Indicate product utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances. 1.5 SHOP DRAWINGS A. Submit to Architect/Engineer for assessing conformance with information given and design concept expressed in Contract Documents. B. Indicate special utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances. C. When required by individual Specification Sections, provide Shop Drawings signed and sealed by a Professional Architect/Engineer, registered in the state the Project is located, responsible for designing components shown on Shop Drawings. 1. Include signed and sealed calculations to support design. 2. Submit Shop Drawings and calculations in form suitable for submission to and approval by authorities having jurisdiction. 3. Make revisions and provide additional information when required by authorities having jurisdiction. 1.6 SAMPLES A. Submit to Architect/Engineer for assessing conformance with information given and design concept expressed in Contract Documents. B. Submit Samples to illustrate functional and aesthetic characteristics of products, with integral parts and attachment devices. Include full range of manufacturer’s standard finishes, indicating colors, textures, finishes and patterns for Architect/Engineer’s selection. Coordinate Sample submittals for interfacing work. 18180B Fire Station No. 1 Bond 2018 3 of 4 Submittal Procedures Project No. 18180B Section 01 33 00 C. Include identification on each Sample, with full Project information. D. Submit number of Samples specified in individual Specification Sections; Architect/Engineer will retain one (1) Sample. 1.7 TEST REPORTS A. Submit reports for Architect/Engineer's knowledge as Contract administrator or for Owner. B. Submit test reports for information for assessing conformance with information given and design concept expressed in Contract Documents. 1.8 CERTIFICATES A. Submit certification of compliance by manufacturer, installation/application Subcontractor, or Contractor to Architect/Engineer. B. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate. C. Certificates may be recent or previous test results on material or product but must be acceptable to Architect/Engineer. 1.9 MANUFACTURER'S INSTRUCTIONS A. Submit manufacturer's installation instructions for Architect/Engineer's knowledge as Contract administrator or for Owner. B. Submit printed instructions for delivery, storage, assembly, installation, startup, adjusting, and finishing, to Architect/Engineer. C. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation. 1.10 MANUFACTURER'S FIELD REPORTS A. Submit reports for Architect/Engineer's knowledge as Contract administrator or for Owner. B. Submit report within 5 days of observation to Architect/Engineer for information. C. Submit reports for information for assessing conformance with information given and design concept expressed in Contract Documents. 1.11 ERECTION DRAWINGS A. Submit Drawings for Architect/Engineer's knowledge as Contract administrator or for Owner. B. Submit Drawings for information assessing conformance with information given and design concept expressed in Contract Documents. C. Data indicating inappropriate or unacceptable Work may be subject to action by Architect/Engineer or Owner. 1.12 OPERATIONS AND MAINTENANCE MANUALS A. Where required by specification section 01 70 00 - Execution and Closeout Requirements, provide operation and maintenance manuals. 1.13 CONTRACTOR REVIEW A. Review for compliance with Contract Documents and approve submittals before transmitting to Architect/Engineer. B. Contractor shall be responsible for: 1. Determination and verification of materials including manufacturer's catalog numbers. 2. Determination and verification of field measurements and field construction criteria. 3. Checking and coordinating information in submittal with requirements of Work and of Contract Documents. 4. Determination of accuracy and completeness of dimensions and quantities. 5. Confirmation and coordination of dimensions and field conditions at Site. 6. Construction means, techniques, sequences, and procedures. 7. Safety precautions. 18180B Fire Station No. 1 Bond 2018 4 of 4 Submittal Procedures Project No. 18180B Section 01 33 00 8. Coordination of submittals to avoid conflicts between various items of Work and performance of Work of all trades. C. Stamp, sign or initial, and date each submittal to certify compliance with requirements of Contract Documents. D. Do not fabricate products or begin Work for which submittals are required until approved submittals have been received from Architect/Engineer. 1.14 ARCHITECT/ENGINEER REVIEW A. The Architect/Engineer’s review of submittals covers only general conformity to the Drawings and Specifications. The Contractor is responsible for quantity determination and no quantities will be verified by the Architect/Engineer. The Contractor is responsible for any errors, omissions, or deviations from the Contract Documents and Architect/Engineer’s review of submittals in no way relieves the Contractor from his obligation to furnish required items according to the Drawings and Specifications. No material or equipment shall be incorporated into the Work or included in monthly pay requests until submittal has been reviewed and approval has been obtained in the specified manner. B. Do not make "mass submittals" to Architect/Engineer. "Mass submittals" are defined as six (6) or more submittals or items in one day or twelve (12) or more submittals or items in one week. If "mass submittals" are received, Architect/Engineer's review time stated above will be extended as necessary to perform proper review. Architect/Engineer will review "mass submittals" based on priority determined by Engineer/Architect after consultation with Owner and Contractor. C. Informational submittals and other similar data are for Architect/Engineer’s information, do not require Architect/Engineer's responsive action, and will not be reviewed or returned with comment. D. Submittals made by Contractor that are not required by Contract Documents may be returned without action. E. Submittal approval does not authorize changes to Contract requirements unless accompanied by Change Order. F. Owner may withhold monies due to Contractor to cover additional costs beyond the second submittal review. PART 2 PRODUCTS - Not Used PART 3 EXECUTION - Not Used END OF SECTION  01 33 01 Submittal Register Product  Information Sample or  Mockup Operations Data  07 24 00 Exterior Insulation & Finish System 1.5 Shop Drawing None None 07 41 13 Metal Roof Panels 1.4 Shop Drawing None None 07 41 13 Metal Roof Panels (Field‐Installed Thermal Insulation) 1.4 Shop Drawing None None 07 41 13 Metal Roof Panels (Underlayment Materials) 1.4 Shop Drawing None None 07 56 00 Fluid‐Applied Roofing 1.4 Shop Drawing None None 09 91 00 Painting 1.4 Shop Drawing Sample None Paragraph No. Specification  Section Specification Description Types of Submittals Required Submittal Register 18180B Fire Station No. 1 Bond 2018 Project No. 18180B  01 33 01‐1 10/2018 Special Procedures 01 35 00 ‐ 1  18180B Fire Station No. 1 Bond 2018 Rev 10/2018  Project No. 18180B  01 35 00 SPECIAL PROCEDURES  1.00 GENERAL  1.01 CONSTRUCTION SEQUENCE  A. Perform the Work as required to complete the entire Project within the Contract Times and  in the sequence stipulated below:  1. Not Applicable.  B. Work shall be completed within the specified time for these items:  1. Not Applicable.  C. Consider the sequences, duration limitations, and governing factors outlined in this Section  to prepare the schedule for the Work.  D. Perform the Work not specifically described in this Section as required to complete the  entire Project within the Contract Times.  1.02 PLAN OF ACTION  A. Submit a written plan of action for approval for shutting down essential services.  These  include:  1. Electrical power,  2. Control power,  3. Pipelines or wastewater systems,  4. Communications equipment, and  5. Other designated functions.  B. Describe the following in the plan of action:  1. Scheduled dates for construction;  2. Work to be performed;  3. Utilities, piping, or services affected;  4. Length of time the service or utility will be disturbed;  5. Procedures to be used to carry out the Work;  6. Plan of Action to handle emergencies;  7. List of manpower, equipment, and ancillary supplies;  8. Backups for key pieces of equipment and key personnel;  9. Contingency plan that will be used if the original schedule cannot be met; and  C. Submit plan 2 weeks prior to beginning the Work.  Special Procedures 01 35 00 ‐ 2  18180B Fire Station No. 1 Bond 2018 Rev 10/2018  Project No. 18180B  1.03 CRITICAL OPERATIONS (NOT USED)  1.04 OWNER ASSISTANCE (NOT USED)  2.00 PRODUCTS (NOT USED)  3.00 EXECUTION (NOT USED)  END OF SECTION  18180B Fire Station No. 1 Bond 2018 1 of 3 Quality Control Project No. 18180B Section 01 45 00 SECTION 01 45 00 QUALITY CONTROL PART 1 GENERAL 1.1 SECTION INCLUDES A. Quality assurance and control of installation. B. References. C. Field samples. D. Mock-up. (See required mock-up for this project described under ‘1.6’.) E. Inspection and testing laboratory services. F. Manufacturers' field services and reports. 1.2 RELATED SECTIONS A. Section 01 33 00 – Submittal Procedures: Submission of Manufacturers' Instructions and Certificates. B. Section 01 60 00 – Product Requirements: Requirements for material and product quality. 1.3 QUALITY ASSURANCE/CONTROL OF INSTALLATION A. Monitor quality control over suppliers, manufacturers, Products, services, site conditions, and workmanship, to produce Work of specified quality. B. Comply fully with manufacturers' instructions, including each step in sequence. C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Engineer/Architect before proceeding. D. Comply with specified standards as a minimum quality for the Work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. E. Perform work by persons qualified to produce workmanship of specified quality. F. Secure Products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion or disfigurement. 1.4 REFERENCES A. Conform to reference standard by date of issue current on date of Contract Documents or date specified in product Sections. B. Obtain copies of standards when required by Contract Documents. C. Should specified reference standards conflict with Contract Documents, request clarification from Engineer/Architect before proceeding. D. The contractual relationship of the parties to the Contract shall not be altered from the Contract Documents by mention or inference otherwise in any reference document. 1.5 FIELD SAMPLES A. Install field samples at the site as required by individual specifications Sections for review. B. Acceptable samples represent a quality level for the Work. C. Where field sample is specified in individual Sections to be removed, clear area after field sample has been accepted by Engineer/Architect. 1.6 MOCK-UP A. Tests will be performed under provisions identified in this section. B. Assemble and erect specified items, with specified attachment and anchorage 18180B Fire Station No. 1 Bond 2018 2 of 3 Quality Control Project No. 18180B Section 01 45 00 devices, flashings, seals, and finishes if mock-up is required by section. C. Where mock-up is specified in individual Sections to be removed, clear area after mock-up has been accepted by Engineer/Architect. D. Construct 4’ w. section, full hgt., of the exterior wall finish to face of the plywood barrier surfaced plywood sheathing at left front corner of bldg. 1.7 INSPECTION AND TESTING LABORATORY SERVICES A. Contractor will appoint, employ, and pay for services of an independent firm to perform inspection and testing to be paid for by testing allowance. See Section 01 23 10 Alternates and Allowances. Submit itemized testing cost (major items) for approval. B. The independent firm will perform inspections, tests, and other services specified in individual specification Sections and as required by the Engineer/Architect. C. Reports will be submitted by the independent firm to the Owner, Engineer/Architect, and Contractor in duplicate, indicating observations and results of tests and indicating compliance or non-compliance with Contract Documents. D. Cooperate with independent firm; furnish samples of materials, design mix, equipment, tools, storage and assistance as requested. 1. Notify Engineer/Architect and independent firm 24 hours prior to expected time for operations requiring services. 2. Make arrangements with independent firm and pay for additional samples and tests required for Contractor's use. E. Retesting required because of non-conformance to specified requirements shall be performed by the same independent firm on instructions by the contractor or Engineer/Architect. Such additional testing cost will be paid for by Contractor and not covered within allowance. 1.8 MANUFACTURERS' FIELD SERVICES AND REPORTS A. Submit qualifications of observer to Engineer/Architect 30 days in advance of required observations. Observer subject to approval of Engineer/Architect. B. When specified in individual specification Sections, require material or Product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, test, adjust, and balance of equipment as applicable, and to initiate instructions when necessary. C. Individuals to report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions. D. Submit report in duplicate within 15 days of observation to Engineer/Architect for review. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) PART 4 CODE 4.1 GENERAL A. The 2015 Edition of the International Building Code (IBC) is the code utilized for this project. This code requires certain performance standards relative to fire resistance, wind uplift, and other matters and recognizes test results from recognized and approved testing agencies such as Underwriters Laboratories. END OF SECTION Temporary Facilities and Controls 01 50 00 ‐ 1  18180B Fire Station No. 1 Bond 2018 Rev 10/2018  Project No. 18180B  01 50 00 TEMPORARY FACILITIES AND CONTROLS  1.00 GENERAL  1.01 WORK INCLUDED  A. Provide temporary facilities, including  storage sheds, and temporary utilities needed to  complete the Work.  B. OPT’s field office and the Contractor’s field offices (NOT REQUIRED).  C. Install and maintain temporary Project identification signs.  Provide temporary on‐site  informational signs to identify key elements of the construction facilities.  Do not allow  other signs to be displayed.  1.02 QUALITY ASSURANCE (NOT APPLICABLE)  1.03 DELIVERY AND STORAGE  A. Arrange transportation, loading, and handling of temporary buildings and sheds.  1.04 JOB CONDITIONS  A. Locate buildings and sheds at the Site as indicated or as approved by the OPT.  B. Prepare the Site by removing trees, brush, or debris and performing demolition or grubbing  needed to clear a space adequate for the structures.  C. Pay for the utilities used by temporary facilities during construction.  D. Provide each temporary service and facility ready for use at each location when the service  or facility is first needed to avoid delay in the performance of the Work.  Provide OPT’s field  office complete and ready for occupancy and use within 7 days of the Notice to Proceed.  E. Maintain, expand as required, and modify temporary services and facilities as needed  throughout the progress of the Work.  F. Remove services and facilities when approved by the OAR.  G. Operate temporary facilities in a safe and efficient manner.  1. Restrict loads on temporary services or facilities to within their designed or designated  capacities.  2. Provide sanitary conditions.  Prevent public nuisance or hazardous conditions from  developing or existing at the Site.  3. Prevent freezing of pipes, flooding, or the contamination of water.  4. Maintain Site security and protection of the facilities.  1.05 OPTIONS  A. Construction offices may be prefabricated buildings on skids or mobile trailers.  B. Storage sheds may be prefabricated buildings on skids or truck trailers.  Temporary Facilities and Controls 01 50 00 ‐ 2  18180B Fire Station No. 1 Bond 2018 Rev 10/2018  Project No. 18180B  2.00 PRODUCTS  2.01 TEMPORARY FIELD OFFICES (NOT REQUIRED)  2.02 TEMPORARY STORAGE BUILDINGS  A. Furnish storage buildings of adequate size to store any materials or equipment delivered to  the Site that might be affected by weather.  2.03 TEMPORARY SANITARY FACILITIES  A. Provide sanitary facilities at the Site from the commencement of the Project until Project  conclusion.  Maintain these facilities in a clean and sanitary condition at all times, and  comply with the requirements of the local health authority.  On large sites, provide  portable toilets at such locations that no point in the Site shall be more than 600 feet from  a toilet.  B. Use these sanitary facilities.  Do not use restrooms within existing or Owner‐occupied  buildings.  2.04 TEMPORARY HEAT  A. Provide heating devices needed to protect buildings during construction.  Provide fuel  needed to operate the heating devices and attend the heating devices at all times they are  in operation, including overnight operations.  2.05 TEMPORARY UTILITIES  A. Provide the temporary utilities for administration, construction, testing, disinfection, and  start‐up of the Work, including electrical power, water, and telephone.  Pay all costs  associated with furnishing temporary utilities.  1. Provide a source of temporary electrical power of adequate size for construction  procedures.  a. Use existing power systems where spare capacity is available.  Provide temporary  power connections that do not adversely affect the existing power supply.   Submit connections to the OAR for approval prior to installation.  b. Provide electrical pole and service connections that comply with Laws and  Regulations and the requirements of the power company.  2. Provide telephone service to the Site and install telephones inside the Contractor’s  and the OPT’s field office.  2.06 WATER FOR CONSTRUCTION  A. Provide temporary water.  Potable water may be purchased from the Owner by obtaining a  water meter from the Owner and transporting water from a water hydrant.  Non‐potable  water may be used for hydraulic testing of non‐potable basins or pipelines.  Include the  cost of water in the Contract Price.  B. Contractor must comply with the City of Corpus Christi’s Water Conservation and Drought  Contingency Plan as amended (the “Plan”).  This includes implementing water conservation  Temporary Facilities and Controls 01 50 00 ‐ 3  18180B Fire Station No. 1 Bond 2018 Rev 10/2018  Project No. 18180B  measures established for changing conditions.   The City Engineer will provide a copy of the  Plan to Contractor at the pre‐construction meeting.  The Contractor will keep a copy of the  Plan on the Site throughout construction.  3.00 EXECUTION  3.01 LOCATION OF TEMPORARY FACILITIES  A. Locate temporary facilities in areas approved by the OAR.  Construct and install signs at  locations approved by the OAR.  Install informational signs so they are clearly visible.  3.02 PROJECT IDENTIFICATION AND SIGNS (NOT APPLICABLE).  3.03 TEMPORARY LIGHTING  A. Provide temporary lighting inside buildings once buildings are weatherproof.  B. Provide lighting that is adequate to perform Work within any space.  Temporary lights may  be removed once the permanent lighting is in service.  C. Provide portable flood lights at any time that Work will be performed outside the structure  at night.  Provide adequate lighting at any location Work is being performed.  3.04 DRINKING WATER  A. Provide all field offices with potable water.  Provide a dispenser and cooling apparatus if  bottled drinking water is provided.  B. Pay for water services and maintain daily.  3.05 CONSTRUCTION FENCE  A. Install and maintain a construction fence around the Site and off‐site storage yards.  Fence  must be a minimum 6 feet high chain link construction unless shown otherwise.  Provide  gates with padlocks.  3.06 REMOVAL OF TEMPORARY FACILITIES  A. Remove temporary buildings, sheds, and utilities at the conclusion of the Project and  restore the Site to original condition or finished in accordance with the Drawings.  B. Remove informational signs upon completion of construction.  C. Remove Project identification signs, framing, supports, and foundations upon completion  of the Project.  3.07 MAINTENANCE AND JANITORIAL SERVICE (NOT APPLICABLE).  END OF SECTION  Temporary Controls 01 57 00 ‐ 1  18180B Fire Station No. 1 Bond 2018 Rev 10/2018  Project No. 18180B  01 57 00 TEMPORARY CONTROLS  1.00 GENERAL  1.01 WORK INCLUDED  A. Provide labor, materials, equipment, and incidentals necessary to construct temporary  facilities to provide and maintain control over environmental conditions at the Site.  Remove  temporary facilities when no longer needed.  B. Construct temporary impounding works, channels, diversions, furnishing and operation of  pumps, installing piping and fittings, and other construction for control of conditions at the  Site.  Remove temporary controls at the end of the Project.  1.02 QUALITY ASSURANCE  A. Construct and maintain temporary controls with adequate workmanship using durable  materials to provide effective environmental management systems meeting the  requirements of the Contract Documents and Laws and Regulations.  Use materials that  require minimal maintenance to prevent disruption of construction activities while providing  adequate protection of the environment.  B. Periodically inspect systems to determine that they are meeting the requirements of the  Contract Documents.  1.03 DOCUMENT SUBMITTAL  A. Provide documents requiring approval by the OPT as Shop Drawings in accordance with  Article 25 of SECTION 00 72 00 GENERAL CONDITIONS.  B. Provide copies of notices, records, and reports required by the Contract Documents or Laws  and Regulations as Record Data in accordance with Article 26 of SECTION 00 72 00 GENERAL  CONDITIONS.  1.04 STANDARDS  A. Provide a SWPPP that complies with all requirements of TPDES General Permit No.  TXR150000 and any other applicable Laws and Regulations.  B. Perform Work to comply with the City of Corpus Christi Code of Ordinances, Part III, Chapter  14, Article X ‐ titled “STORM WATER QUALITY MANAGEMENT PLANS” and any other  applicable Laws and Regulations.  1.05 PERMITS  A. As applicable, submit the following to the TCEQ and the Operator of any Municipal Separate  Storm Sewer System (MS4) receiving stormwater discharges from the Site:  1. Notice of Intent (NOI) at least 48 hours prior to beginning construction activity.   Construction activity may commence 24 hours after the submittal of an electronic NOI.  Temporary Controls 01 57 00 ‐ 2  18180B Fire Station No. 1 Bond 2018 Rev 10/2018  Project No. 18180B  2. Notice of Change (NOC) letter when relevant facts or incorrect information was  submitted in the NOI, or if relevant information in the NOI changes during the course of  construction activity.  3. Notice of Termination (NOT) when the construction Project has been completed and  stabilized.  B. Post a copy of the NOI at the Site in a location where it is readily available for viewing by the  general public and as required by Laws and Regulations prior to starting construction  activities and maintain the posting until completion of the construction activities.  C. Maintain copies of a schedule of major construction activities, inspection reports, and  revision documentation with the SWPPP.  1.06 STORMWATER POLLUTION CONTROL  A. Comply with the current requirements of TPDES General Permit No. TXR150000 as set forth  by the TCEQ for the duration of the Project as applicable to the nature of the work and the  total disturbed area:  1. Develop a SWPPP meeting all requirements of the TPDES General Permit.  2. Submit of a Notice of Intent to the TCEQ.  3. Develop and implement appropriate Best Management Practices as established by local  agencies of jurisdiction.  4. Provide all monitoring and/or sampling required for reporting to the TCEQ.  5. Submit reports to the TCEQ as required as a condition of the TPDES General Permit.  6. Submit copies of the reports to the Designer as Record Data in accordance with Article  26 of SECTION 00 72 00 GENERAL CONDITIONS.  7. Retain copies of these documents at the Site at all times for review and inspection by  the OPT or regulatory agencies.  Post a copy of the permit as required by Laws and  Regulations.  8. Assume sole responsibility for implementing, updating, and modifying the TPDES  General Permit per Laws and Regulations for the SWPPP and Best Management  Practices.  B. Use forms required by the TCEQ to file the Notice of Intent.  Submit the Notice of Intent at  least 2 days prior to the start of construction.  Develop the SWPPP prior to submitting the  Notice of Intent.  Provide draft copies of the Notice of Intent, SWPPP, and any other pertinent  TCEQ submittal documents to Owner for review prior to submittal to the TCEQ.  C. Return any property disturbed by construction activities to either specified conditions or pre‐ construction conditions as set forth in the Contract Documents.  Provide an overall erosion  and sedimentation control system that will protect all undisturbed areas and soil  stockpiles/spoil areas.  Implement appropriate Best Management Practices and techniques  to control erosion and sedimentation and maintain these practices and techniques in  effective operating condition during construction.  Permanently stabilize exposed soil and fill  as soon as practical during the Work.  Temporary Controls 01 57 00 ‐ 3  18180B Fire Station No. 1 Bond 2018 Rev 10/2018  Project No. 18180B  D. Assume sole responsibility for the means, methods, techniques, sequences, and procedures  for furnishing, installing, and maintaining erosion and sedimentation control structures and  procedures and overall compliance with the TPDES General Permit.  Modify the system as  required to effectively control erosion and sediment.  E. Retain copies of reports required by the TPDES General Permit for 3 years from date of Final  Completion.  1.07 POLLUTION CONTROL  A. Prevent the contamination of soil, water, or atmosphere by the discharge of noxious  substances from construction operations.  Provide adequate measures to prevent the  creation of noxious air‐borne pollutants.  Prevent dispersal of pollutants into the  atmosphere.  Do not dump or otherwise discharge noxious or harmful fluids into drains or  sewers, nor allow noxious liquids to contaminate public waterways in any manner.  B. Provide equipment and personnel and perform emergency measures necessary to contain  any spillage.  1. Contain chemicals in protective areas and do not dump on soil.  Dispose of such  materials at off‐site locations in an acceptable manner.  2. Excavate contaminated soil and dispose at an off‐site location if contamination of the  soil does occur.  Fill resulting excavations with suitable backfill and compact to the  density of the surrounding undisturbed soil.  3. Provide documentation to the Owner which states the nature and strength of the  contaminant, method of disposal, and the location of the disposal site.  4. Comply with Laws and Regulations regarding the disposal of pollutants.  C. Groundwater or run‐off water which has come into contact with noxious chemicals, sludge,  or sludge‐contaminated soil is considered contaminated.  Contaminated water must not be  allowed to enter streams or water courses, leave the Site in a non‐contained form, or enter  non‐contaminated areas of the Site.  1. Pump contaminated water to holding ponds constructed by the Contractor for this  purpose, or discharge to areas on the interior of the Site, as designated by the OAR.  2. Construct temporary earthen dikes or take other precautions and measures as required  to contain the contaminated water and pump to a designated storage area.  3. Wash any equipment used for handling contaminated water or soil within contaminated  areas three times with uncontaminated water prior to using such equipment in an  uncontaminated area.  Dispose of wash water used to wash such equipment as  contaminated water.  1.08 EARTH CONTROL  A. Remove excess soil, spoil materials, and other earth not required for backfill at the time of  generation.  Control stockpiled materials to eliminate interference with Contractor and  Owner’s operations.  Temporary Controls 01 57 00 ‐ 4  18180B Fire Station No. 1 Bond 2018 Rev 10/2018  Project No. 18180B  B. Dispose of excess earth off the Site.  Provide written approval from the property owner for  soils deposited on private property.  Obtain approval of the Owner if this disposal impacts  the use of Site or other easements.  1.09 OZONE ADVISORY DAYS (NOT APPLICABLE)  1.10 MANAGEMENT OF WATER  A. Manage water resulting from rains or ground water at the Site.  Maintain trenches and  excavations free of water at all times.  B. Lower the water table in the construction area by acceptable means if necessary to maintain  a dry and workable condition at all times.  Provide drains, sumps, casings, well points, and  other water control devices as necessary to remove excess water.  C. Provide continuous operation of water management actions.  Maintain standby equipment  to provide proper and continuous operation for water management.  D. Ensure that water drainage does not damage adjacent property.  Divert water into the same  natural watercourse in which its headwaters are located, or other natural stream or  waterway as approved by the Owner.  Assume responsibility for the discharge of water from  the Site.  E. Remove the temporary construction and restore the Site in a manner acceptable to the OAR  and to match surrounding material at the conclusion of the Work.  1.11 DEWATERING  A. This item is considered subsidiary for all dewatering methods other than “well pointing” to  the appropriate bid items as described in the Bid Form where dewatering is needed to keep  the excavation dry, as approved by the Designer, and shall include all costs to provide a dry  foundation for the proposed improvements.  B. Storm water that enters an excavation can be pumped out as long as care is taken to  minimize solids and mud entering the pump suction and flow is pumped to a location that  allows for sheet flow prior to entering a storm water drainage ditch or storm water inlet.  C. An alternative to sheet flow is to pump storm water to an area where ponding occurs  naturally without leaving the designated work area or by a manmade berm(s) prior to  entering the storm water system.  Sheet flow and ponding is to allow solids screening and/or  settling prior to entering a storm water conduit or inlet.    D. Storm water or groundwater shall not be discharged to private property without permission.   It is the intent that Contractor discharges groundwater primarily into the existing storm  water system, provided that the quality of groundwater is equal to or better than the  receiving stream, the Corpus Christi Bay].  E. Testing of groundwater quality is to be performed by the Contractor, at the Contractor’s  expense, prior to commencing discharge and shall be retested by the Contractor, at the  Contractor’s expense, a minimum of once a week.  Contractor shall coordinate with the  Owner on all testing.  Tests will also be performed as each new area of construction is started.  F. Another option for disposal of groundwater by Contractor would include pumping to the  nearest sanitary sewer system.  If discharging to temporary holding tanks and trucking to a  Temporary Controls 01 57 00 ‐ 5  18180B Fire Station No. 1 Bond 2018 Rev 10/2018  Project No. 18180B  sanitary sewer or wastewater plant, the costs for these operations shall be negotiated.  Other  groundwater disposal alternatives or solutions may be approved by the Designer on a case  by case basis.    G. Prior to pumping groundwater from a trench to the sanitary sewer system the Contractor  shall contact Wastewater Pre‐treatment Coordinator at 826‐1817 to obtain a “no cost”  permit from the Owner’s Waste Water Department.  Contractor will pay for any water quality  testing or water analysis cost required.  The permit will require an estimate of groundwater  flow.  Groundwater flow can be estimated by boring a hole or excavating a short trench then  record water level shortly after completion, allow to sit overnight, record water level again,  pump hole or trench dry to a holding tank or vacuum truck then record how long it takes to  fill to original level and overnight level.  1.12 DISPOSAL OF CONTAMINATED GROUNDWATER (NOT APPLICABLE)  1.13 DISPOSAL OF HIGHLY CHLORINATED WATER  A. Dispose of water used for testing, disinfection, and line flushing.  Comply with Owner’s  requirements and Laws and Regulation regarding the disposal of contaminated water,  including water with levels of chlorine, which exceed the permissible limits for discharge into  wetlands or environmentally sensitive areas.  Comply with the requirements of all regulatory  agencies in the disposal of all water used in the Project.  Include a description and details for  disposal of this water in a Plan of Action per SECTION 01 35 00 SPECIAL PROCEDURES.  Do  not use the Owner’s sanitary sewer system for disposal of contaminated water.  1.14 WINDSTORM CERTIFICATION  A. All affected materials and installation shall comply with Texas Department of Insurance  Requirements for windstorm resistant construction for design wind speed as required by the  current version of the International Building Code (IBC).  When applicable, Contractor shall  be responsible for contracting with a licensed structural engineer in the State of Texas to  perform all inspections and provide documentation for windstorm certification to the Texas  Board of Insurance.  The Contractor shall be responsible for providing all necessary  design/assembly documentation for all new windows, doors, louvers, etc. to the windstorm  engineer/inspectors required to conform with the requirements of the Texas Department of  Insurance.  2.00 PRODUCTS  2.01 MATERIALS  A. Provide materials that comply with Laws and Regulations.  3.00 EXECUTION  3.01 CONSTRUCTING, MAINTAINING AND REMOVING TEMPORARY CONTROLS  A. Construct temporary controls in accordance with Laws and Regulations.  B. Maintain controls in accordance with regulatory requirements where applicable, or in  accordance with the requirements of the Contract Documents.  Temporary Controls 01 57 00 ‐ 6  18180B Fire Station No. 1 Bond 2018 Rev 10/2018  Project No. 18180B  C. Remove temporary controls when no longer required, but before the Project is complete.   Correct any damage or pollution that occurs as the result of removing controls while they are  still required.  END OF SECTION  18180B Fire Station No. 1 Bond 2018 1 of 2 Product Requirements Project No. 18180B Section 01 60 00 SECTION 01 60 00 PRODUCT REQUIREMENTS PART 1 GENERAL 1.1 SECTION INCLUDES A. Products. B. Transportation and handling. C. Storage and protection. D. Product options. E. Substitutions. 1.2 RELATED SECTIONS A. Document - Supplementary General Conditions: Substituted Materials Products, Methods or Services. B. Section 01 45 00 - Quality Control: Product quality monitoring. 1.3 PRODUCTS A. Products: Means new material, machinery, components, equipment, fixtures, and systems forming the Work. Does not include machinery and equipment used for preparation, fabrication, conveying and erection of the Work. Products may also include existing materials or components required for reuse. B. Do not use materials and equipment removed from existing premises, except as specifically permitted by the Contract Documents. C. Provide interchangeable components of the same manufacturer, for similar components. 1.4 TRANSPORTATION AND HANDLING A. Transport and handle products in accordance with manufacturer's instructions. B. Promptly inspect shipments to assure that products comply with requirements, quantities are correct, and products are undamaged. C. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage. 1.5 STORAGE AND PROTECTION A. Store and protect products in accordance with manufacturer's instructions, with seals and labels intact and legible. Store sensitive products in weather-tight, climate-controlled enclosures. B. For exterior storage of fabricated products, place on sloped supports, above ground. C. Provide off-site storage and protection when site does not permit on-site storage or protection. D. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to avoid condensation. E. Store loose granular materials on solid flat surfaces in a well-drained area. Provide mixing with foreign matter. F. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage. G. Arrange storage of products to permit access for inspection. Periodically inspect to assure products are undamaged and are maintained under specified conditions. 18180B Fire Station No. 1 Bond 2018 2 of 2 Product Requirements Project No. 18180B Section 01 60 00 1.6 PRODUCT OPTIONS A. Products Specified by Reference Standards or by Description Only: Any product meeting those standards or description. B. Products Specified by Naming One or More Manufacturers: Submit a request for substitution for any manufacturer not named. 1.7 SUBSTITUTIONS A. Requests for Substitutions during the bidding process will be considered and approval of Substitution must be obtained prior to its inclusion in final pricing. Written substitution request(s) for equal or better will be submitted to Engineer/Architect prior to five (5) calendar days before the time set for opening bids. Engineer/Architect will then provide answers via an Addendum to all Bidders. B. Substitutions may be considered when a product becomes unavailable through no fault of the Contractor. C. Document each request with complete data substantiating compliance of proposed Substitution with Contract Documents. D. A request constitutes a representation that the requestor: 1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product. 2. Will provide the same warranty for the Substitution as for the specified product. 3. Will coordinate installation and make changes to other Work which may be required for the Work to be complete with no additional cost to project. 4. Waives claims for additional costs or time extension which may subsequently become apparent. E. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written request, or when acceptance will require revision to the Contract Documents. F. Substitution Submittal Procedure: 1. Submit two copies of request for Substitution for consideration. Limit each request to one proposed Substitution. 2. Submit shop drawings, product data, and certified test results attesting to the proposed product equivalence. 3. Bidder will be notified by means of formal Addenda if product is accepted. If product is not noted in Addenda, the product has not been accepted. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) END OF SECTION 18180B Fire Station No. 1 Bond 2018 1 of 3 Execution and Closeout Requirements Project No. 18180B Section 01 70 00 SECTION 01 70 00 EXECUTION AND CLOSEOUT REQUIREMENTS PART 1 GENERAL 1.1 SECTION INCLUDES A. Closeout procedures. B. Final cleaning. C. Adjusting. D. Project record documents. E. Operation and maintenance data. F. Warranties. G. Certificates H. Spare parts and maintenance materials. 1.2 CLOSEOUT PROCEDURES A. Submit written certification that Contract Documents have been reviewed, Work has been inspected, and that Work is complete in accordance with Contract Documents and ready for inspection. B. Provide submittals that are required by governing or other authorities. C. Submit final Application for Payment identifying total adjusted Contract Sum, previous payments, and sum remaining due. 1.3 FINAL CLEANING A. Execute final cleaning prior to final inspection. B. Clean interior and exterior glass and surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces. C. Clean equipment and fixtures to a sanitary condition. D. Replace filters of operating equipment. E. Clean debris from roofs, gutters, downspouts, and drainage systems. F. Clean site; sweep paved areas, rake clean landscaped surfaces. G. Remove waste and surplus materials, rubbish, and construction facilities from the site. 1.4 ADJUSTING A. Adjust operating Products and equipment to ensure smooth and unhindered operation. 1.5 PROJECT RECORD DOCUMENTS A. Maintain on site, one set of the following record documents; record actual revisions to the Work: 1. Contract Drawings. 2. Specifications. 3. Addenda. 4. Change Orders and other Modifications to the Contract. 5. Reviewed shop drawings, product data, and samples. B. Store Record Documents separate from documents used for construction. C. Record information concurrent with construction progress. D. Specifications: Legibly mark and record at each Product section description of actual Products installed, including the following: 18180B Fire Station No. 1 Bond 2018 2 of 3 Execution and Closeout Requirements Project No. 18180B Section 01 70 00 1. Manufacturer's name and product model and number. 2. Product substitutions or alternates utilized. 3. Changes made by Addenda and Modifications. E. Record Documents and Shop Drawings: Legibly mark each item to record actual construction including: 1. Measured depths of foundations in relation to finish main floor datum. 2. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 3. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the Work. 4. Field changes of dimension and detail. 5. Details not on original Contract Drawings. F. Submit documents. 1.6 OPERATION AND MAINTENANCE DATA A. Submit two sets prior to final inspection, bound in 8-1/2 x 11 inch text pages, three D side ring capacity expansion binders with durable plastic covers. B. Prepare binder covers with printed title "OPERATION AND MAINTENANCE INSTRUCTIONS", title of project, and subject matter of binder when multiple binders are required. C. Internally subdivide the binder contents with permanent page dividers, logically organized as described below; with tab titling clearly printed under reinforced laminated plastic tabs. D. Contents: Prepare a Table of Contents for each volume, with each Product or system description identified type on 24 pound white paper. E. Part 1: Directory, listing names, addresses, and telephone numbers of Engineer/Architect, Contractor, Subcontractors, and major equipment suppliers. F. Part 2: Operation and maintenance instructions, arranged by system and subdivided by specification section. For each category, identify names, addresses, and telephone numbers of Subcontractors and suppliers. Identify the following: 1. Significant design criteria. 2. List of equipment. 3. Parts list for each component. 4. Operating instructions. 5. Maintenance instructions for equipment and systems. 6. Maintenance instructions for finishes, including recommended cleaning methods and materials and special precautions identifying detrimental agents. G. Part 3: Project documents and certificates, including the following: 1. Shop drawings and product data. 2. Air and water balance reports. 3. Certificates. 4. Photocopies of warranties. H. Submit one copy of completed volumes in final form 15 days prior to final inspection. This copy will be returned after final inspection, with review comments. Revise content of documents as required prior to final submittal. I. Submit final volumes revised, within ten days after final inspection. 1.7 WARRANTIES A. Provide duplicate notarized copies. B. Execute and assemble documents from Subcontractors, suppliers, and manufacturers. C. Provide Table of Contents and assemble in three D side ring binder with durable 18180B Fire Station No. 1 Bond 2018 3 of 3 Execution and Closeout Requirements Project No. 18180B Section 01 70 00 plastic cover. D. Submit prior to final Application for Payment. E. For items of Work delayed beyond date of Substantial Completion, provide updated submittal within ten days after acceptance, listing date of acceptance as start of warranty period. 1.8 CERTIFICATES A. Provide Certificate of Occupancy if required by Government. B. Contractor shall provide Windstorm Inspection & Certification in accordance with the Texas Department of Insurance Windstorm Program as applicable to the project. 1.9 SPARE PARTS AND MAINTENANCE MATERIALS A. Provide products, spare parts, maintenance and extra materials in quantities specified in individual specification Sections. B. Deliver to Project site and place in location as directed; obtain receipt prior to final payment. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) END OF SECTION 18180B Fire Station No. 1 Bond 2018 1 of 3 Cutting and Patching Project No. 18180B Section 01 73 29 SECTION 01 73 29 CUTTING AND PATCHING PART 1 – GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes procedural requirements for cutting and patching. B. Related Sections include the following: 1. Divisions 02 through 49 Sections for specific requirements and limitations applicable to cutting and patching individual parts of the Work. 1.3 DEFINITIONS A. Cutting: Removal of in-place construction necessary to permit installation or performance of other Work. B. Patching: Fitting and repair work required to restore surfaces to original conditions after installation of other Work. 1.4 QUALITY ASSURANCE A. Structural Elements: Do not cut and patch structural elements in a manner that could change their load-carrying capacity or load-deflection ratio. B. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that results in increased maintenance or decreased operational life or safety. C. Miscellaneous Elements: Do not cut and patch miscellaneous elements or related components in a manner that could change their load-carrying capacity, that results in reducing their capacity to perform as intended, or that results in increased maintenance or decreased operational life or safety. D. Visual Requirements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in Engineer’s/Architect's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner. PART 2 - PRODUCTS 2.1 MATERIALS A. General: Comply with requirements specified in other Sections. B. In-Place Materials: Use materials identical to in-place materials. For exposed surfaces, use materials that visually match in-place adjacent surfaces to the fullest extent possible. 1. If identical materials are unavailable or cannot be used, use materials that, when installed, will match the visual and functional performance of in-place materials. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine surfaces to be cut and patched and conditions under which cutting and 18180B Fire Station No. 1 Bond 2018 2 of 3 Cutting and Patching Project No. 18180B Section 01 73 29 patching are to be performed. 1. Compatibility: Before patching, verify compatibility with and suitability of substrates, including compatibility with in-place finishes or primers. 2. Proceed with installation only after unsafe or unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Temporary Support: Provide temporary support of Work to be cut. B. Protection: Protect in-place construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations. C. Adjoining Areas: Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. D. Existing Utility Services and Mechanical/Electrical Systems: Where existing services/systems are required to be removed, relocated, or abandoned, bypass such services/systems before cutting to minimize interruption to occupied areas. 3.3 PERFORMANCE A. General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time, and complete without delay. 1. Cut in-place construction to provide for installation of other components or performance of other construction, and subsequently patch as required to restore surfaces to their original condition. B. Cutting: Cut in-place construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained or adjoining construction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations. 1. In general, use hand or small power tools designed for sawing and grinding, not hammering and chopping. Cut holes and slots as small as possible, neatly to size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. 2. Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces. 3. Concrete and Masonry: Cut using a cutting machine, such as an abrasive saw or a diamond-core drill. 4. Excavating and Backfilling: Comply with requirements in applicable Division 31 Sections where required by cutting and patching operations. 5. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after cutting. 6. Proceed with patching after construction operations requiring cutting are complete. C. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other Work. Patch with durable seams that are as invisible as possible. Provide materials and comply with installation requirements specified in other Sections. 1. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate integrity of installation. 2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing. a. Clean piping, conduit, and similar features before applying paint or other finishing materials. b. Restore damaged pipe covering to its original condition. 18180B Fire Station No. 1 Bond 2018 3 of 3 Cutting and Patching Project No. 18180B Section 01 73 29 3. Floors and Walls: Where walls or partitions that are removed extend from one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform finish, color, texture, and appearance. Remove in-place floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance. a. Where patching occurs in a painted surface, apply primer and intermediate paint coats over the patch and apply final paint coat over entire unbroken surface containing the patch. Provide additional coats until patch blends with adjacent surfaces. 4. Ceilings: Patch, repair, or rehang in-place ceilings as necessary to provide an even-plane surface of uniform appearance. 5. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a weathertight condition. D. Cleaning: Clean areas and spaces where cutting and patching are performed. Completely remove paint, mortar, oils, putty, and similar materials. END OF SECTION   TECHNICAL SPECIFICATIONS  FOR CONSTRUCTION OF  18180B FIRE STATION NO. 1   BOND 2018 (FMAC)            Record Drawing Number PBG 853  18180B Fire Station No. 1 Bond 2018 Page 1 of 2 Selective Demolition Project No. 18180B Section 02 41 19 SECTION 02 41 19 SELECTIVE DEMOLITION PART 1 GENERAL 1.1 SECTION INCLUDES A. Selective Building Demolition: 1. Selective demolition of exterior facade, structures, and components designated to be removed. 2. Protection of portions of building adjacent to or affected by selective demolition. 3. Removal of abandoned utilities and wiring systems. 4. Notification to Owner of schedule of shut-off of utilities which serve occupied spaces. 5. Pollution control during selective demolition, including noise control. 6. Removal and legal disposal of materials. 7. Protection of designated site improvements and adjacent construction. 8. Salvage of designated items. 9. Interruption, capping or removal of utilities as applicable. C. Hazardous Materials: 1. Not present. 1.2 SUBMITTALS A. Submit under provisions of Section 01 33 00 – Submittal Procedures. B. Schedule: Submit for approval selective demolition schedule, including schedule and methods for capping utilities to be abandoned and maintaining existing utility service. 1.3 QUALITY ASSURANCE A. Codes and Regulations: Comply with governing codes and regulations. Use experienced workers. 1.4 PRE-INSTALLATION MEETINGS A. Convene minimum two weeks prior to starting work of this section. 1.5 SEQUENCING A. Immediate areas of work will not be occupied during selective demolition. The public, including children, may occupy adjacent areas. B. No responsibility for buildings and structures to be demolished will be assumed by the Owner. C. Ensure that products of this section are supplied to affected trades in time to prevent interruption of construction progress. PART 2 PRODUCTS - Not applicable to this Section. PART 3 EXECUTION 3.1 SELECTIVE DEMOLITION 18180B Fire Station No. 1 Bond 2018 Page 2 of 2 Selective Demolition Project No. 18180B Section 02 41 19 A. Demolition Operations: Do not damage building elements and improvements indicated to remain. Items of salvage value, not included on schedule of salvage items to be returned to Owner, shall be removed from structure. Storage or sale of items at project site is prohibited. B. Utilities: Locate, identify, disconnect, and seal or cap off utilities in buildings to be demolished. C. Shoring and Bracing: Provide and maintain interior and exterior shoring and bracing. D. Occupied Spaces: Do not close or obstruct streets, walks, drives or other occupied or used spaces or facilities without the written permission of the Owner and the authorities having jurisdiction. Do not interrupt utilities serving occupied or used facilities without the written permission of the Owner and authorities having jurisdiction. If necessary, provide temporary utilities. E. Operations: Cease operations if public safety or remaining structures are endangered. Perform temporary corrective measures until operations can be continued properly. F. Security: Provide adequate protection against accidental trespassing. Secure project after work hours. G. Restoration: Restore finishes of patched areas. END OF SECTION  18180B Fire Station No. 1 Bond 2018 Page 1 of 2 Rough Carpentry Project No. 18180B Section 06 10 00 SECTION 06 10 00 ROUGH CARPENTRY PART 1 GENERAL 1.1 SECTION INCLUDES A. Structural & non-structural wall framing. B. Blocking. C. Plywood. 1.2 RELATED SECTIONS A. Section 07 41 13 – Metal Roof Panels, Board Insulation, Weather Barriers. B. Section 07 62 00 – Sheet Metal Flashing & Trim 1.3 REFERENCES A. ALSC (American Lumber Standards Committee) - Softwood Lumber Standards. B. APA (American Plywood Association). C. NFPA (National Forest Products Association. D. SPIB (Southern Pine Inspection Bureau). E. WCLIB (West Coast Lumber Inspection Bureau). 1.4 QUALITY ASSURANCE/WARRANTY A. Perform Work in accordance with the following agencies: 1. Lumber Grading Agency: Certified by SPIB. 2. Plywood Grading Agency: Certified by APA. B. Provide/submit manufacturer’s standard warranty for Fiber Cement Board products specified herein, or utilized. PART 2 PRODUCTS 2.1 LUMBER MATERIALS A. Lumber Grading Rules: SPIB. B. Non-structural Light Framing: No. 2 Yellow Pine. C. Studding: No. 2 Yellow Pine with Fb of not less than 1300 and E of 1,400,000. D. Miscellaneous Framing: No. 2 Yellow Pine. 2.2 CONSTRUCTION CONNECTORS A. Galvanized connectors to anchor framing components shall be shown and detailed on drawings. Simpson or Teco. 2.3 ACCESSORIES A. Fasteners and Anchors: 1. Fasteners: Hot dipped or Electro galvanized steel for high humidity and treated wood locations. 2.4 BLOCKING A. Miscellaneous Blocking, Solid Bridging, Etc.: All such wood members in contact with concrete or stucco to be pressure preservative treated; No. 2 Yellow Pine. B. Roof Blocking: No. 2 Yellow Pine, 19 percent maximum moisture content, preservative treatment. 18180B Fire Station No. 1 Bond 2018 Page 2 of 2 Rough Carpentry Project No. 18180B Section 06 10 00 2.5 PLYWOOD A. Bear the mark of a recognized association or independent inspection agency that maintains continuing control over quality of plywood which identifies compliance by veneer grade, group number, span rating where applicable, and glue type. B. Sheathing: 1. APA rated Exposure 1 or Exterior; panel grade CD or better. 2. Wall sheathing: a. Minimum 9 mm (11/32 inch) thick with supports 406 mm (16 inches) on center and 12 mm (15/32 inch) thick with supports 610 mm (24 inches) on center unless specified otherwise. b. Minimum 1200 mm (48 inches) wide at corners without corner bracing of framing. 3. Roof sheathing: a. Minimum 9 mm (11/32 inch) thick with span rating 24/0 or 12 mm (15/32 inch) thick with span rating for supports 406 mm (16 inches) on center unless specified otherwise. b. Minimum 15 mm (19/32 inch) thick or span rating of 40/20 or 18 mm (23/32 inch) thick or span rating of 48/24 for supports 610 mm (24 inches) on center. PART 3 EXECUTION 3.1 FRAMING A. Set structural members level and plumb, in correct position. B. Make provisions for erection loads, and for sufficient temporary bracing to maintain structure safe, plumb, and in true alignment until completion of erection and installation of permanent bracing. C. Place horizontal members, crown side up. D. Construct load bearing framing member’s full length without splices. E. Stud walls at 16" o.c. with single 2x sole plate and double top plate (unless indicated otherwise). F. Wood touching concrete shall be treated and have 30 lb. felt underlayment. 3.2 SHEATHING A. Provide plywood or structural-use panels for sheathing. B. Lay panels with joints staggered, with edge and ends 3 mm (1/8 inch) apart and nailed over bearings as specified. C. Set nails not less than 9 mm (3/8 inch) from edges. D. Install 50 mm by 101 mm (2 inch by 4 inch) blocking spiked between joists, rafters and studs to support edge or end joints of panels. END OF SECTION 18180B Fire Station No. 1 Bond 2018 Page 1 of 8 Exterior Insulation & Finish System Project No. 18180B Section 07 24 00 SECTION 07 24 00 EXTERIOR INSULATION AND FINISH SYSTEM PART I GENERAL 1.01 SUMMARY A. This document is to be used in preparing specifications for projects utilizing the Dryvit Light Commercial MD Systems. For complete product description and usage refer to: 1. Dryvit Outsulation LCMD Systems 1-5 Data Sheet, DS838 2. Dryvit Outsulation LCMD Systems 1-5 Application Instructions, DS172 3. Dryvit Outsulation LCMD Systems 1-5 Installation Details, DS170 B. Related Sections 1. Section 06 10 00 - Rough Carpentry. 2. Section 07 41 13 – Metal Roof Panels. 3. Section 07 62 00 – Sheet Metal Flashing and Trim. 4. Section 07 90 00 - Joint Protection. 1.02 REFERENCES A. Section Includes 1. ASTM B 117 (Federal Test Standard 141A Method 6061) Standard Practice for Operating Salt Spray (Fog) Apparatus 2. ASTM C 150 Standard Specification for Portland Cement 3. ASTM C 297 Standard Test Method for Flatwise Tensile Strength of Sandwich Constructions 4. ASTM C 1063 Standard Specification for Installation of Lathing and Furring to Receive Interior and Exterior Portland Cement-Based Plaster 5. ASTM C 1177 Standard Specification for Glass Mat Gypsum Substrate for Use as Sheathing 6. ASTM C 1396 (formerly C 79) Standard Specification for Gypsum Board 7. ASTM D 968 (Federal Test Standard 141A Method 6191) Standard Test Methods for Abrasion Resistance of Organic Coatings by Falling Abrasive 8. ASTM D 1784 Standard Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds 9. ASTM D 2247 (Federal Test Standard 141A Method 6201) Standard Practice for Testing Water Resistance of Coatings in 100% Relative Humidity 10. ASTM D 2898 Standard Test Method for Accelerated Weathering of Fire-Retardant-Treated Wood for Fire Testing 11. ASTM D 3273 Standard Test Method for Resistance to Growth of Mold on the Surface of Interior Coatings in an Environmental Chamber 12. ASTM D 4060 Standard Test Method for Abrasion Resistance of Organic Coatings by the Taber Abraser 13. ASTM E 84 Standard Test Method for Surface Burning Characteristics of Building Materials 14. ASTM E 96 Standard Test Methods for Water Vapor Transmission of Materials 15. ASTM E 330 Test Method for Structural Performance of Exterior Windows, Doors and Curtain Walls by Uniform Static Air Pressure Difference 16. ASTM E 331 Test Method for Water Penetration of Exterior Windows, Skylights, Doors and Curtain Walls by Uniform Static Air Pressure Difference 17. ASTM E 2098 Test Method for Determining the Tensile Breaking Strength of Glass Fiber Reinforcing Mesh for use in Class PB Exterior Insulation and Finish Systems (EIFS), after Exposure to Sodium Hydroxide Solution 18. ASTM E 2134 Test Method for Evaluating the Tensile-Adhesion Performance of Exterior Insulation and Finish Systems (EIFS) 19. ASTM E 2273 Test Method for Determining the Drainage Efficiency of Exterior Insulation and Finish Systems (EIFS) Clad Wall Assemblies 20. ASTM E 2430 Standard Specification for Expanded Polystyrene (EPS) Thermal Insulation Boards for use in Exterior Insulation and Finish Systems (EIFS) 18180B Fire Station No. 1 Bond 2018 Page 2 of 8 Exterior Insulation & Finish System Project No. 18180B Section 07 24 00 21. ASTM E 2485 (formerly EIMA Std. 101.01) Standard Test Method for Freeze-Thaw Resistance of Exterior Insulation and Finish Systems (EIFS) and Water-Resistive Barrier Coatings 22. ASTM E 2486 (formerly EIMA Std. 101.86) Standard Test Method for Impact Resistance of Class PB and PI Exterior Insulation and Finish Systems (EIFS) 23. ASTM E 2568 Standard Specification for PB Exterior Insulation and Finish Systems 24. ASTM G 155 (Federal Test Standard 141A Method 6151) Standard Practice for Operating-Xenon Arc Light Apparatus, for Exposure of Nonmetallic Materials 25. Mil Std E5272 Environmental Testing 26. Mil Std 810B Environmental Test Methods 27. NFPA 268 Standard Test Method for Determining Ignitibility of Exterior Wall Assemblies Using a Radiant Heat Energy Source 28. NFPA 285 Standard Method of Test for the Evaluation of Flammability Characteristics of Exterior Non Load-Bearing Wall Assemblies Containing Combustible Components Using the Intermediate-Scale, Multistory Test Apparatus 1.03 DEFINITIONS A. Base Coat: Material used to encapsulate one or more layers of reinforcing mesh fully embedded that is applied to the outside surface of the EPS. B. Building Expansion Joint: A joint through the entire building structure designed to accommodate structural movement. C. Contractor: The contractor that installs the Outsulation LCMD Systems 1-5 to the substrate. D. Dryvit: Dryvit Systems, Inc., the manufacturer of the Outsulation LCMD Systems 1-5, a Rhode Island corporation. E. Expansion Joint: A structural discontinuity in the Outsulation LCMD Systems 1-5. F. Finish: An acrylic-based coating, available in a variety of textures and colors that is applied over the base coat. G. Insulation Board: Expanded Polystyrene (EPS) insulation board, which is affixed to the substrate and creates a layer of continuous insulation. H. Mechanical Fasteners: A combination of polypropylene washers and corrosion resistant fasteners used to secure the insulation board to the substrate. I. Reinforcing Mesh: Glass fiber mesh(es) used to reinforce the base coat and to provide impact resistance. J. Sheathing: A substrate in sheet form. K. Substrate: The material to which the Outsulation LCMD Systems 1-5 is affixed. L. Substrate System: The total wall assembly including the attached substrate to which the water-resistive barrier is affixed. 1.04 SYSTEM DESCRIPTION A. General: The Dryvit Outsulation LCMD Systems 1-5 is an Exterior Insulation and Finish System (EIFS) Class PB, designed for use on noncombustible or combustible type construction. Outsulation LCMD Systems 1-5 is installed over a code approved water-resistive barrier (sheet type) and consists of a drainage medium and drainage accessories, expanded polystyrene insulation board, mechanical attachment method, base coat, reinforcing mesh(es) and finish. B. Design Requirements: 1. Acceptable substrates for the Outsulation LCMD System shall be: a. Exterior grade gypsum sheathing meeting ASTM C 1396 (formerly C 79) requirements for water resistant core or Type X core at the time of application of the Outsulation LCMD System. b. Exterior sheathing having a water-resistant core with fiberglass mat facers meeting ASTM C 1177. c. Exterior fiber reinforced cement or calcium silicate boards. d. APA Exterior or Exposure 1 Rated Plywood, Grade C-D or better, nominal 1/2 in (12.7 mm), minimum, installed with the C face out. e. APA Exterior or Exposure 1 Fire Retardant Treated (FRT) Plywood, Grade C-D or better, nominal 1/2 in (12.7 mm), minimum, installed with the C face out. f. APA Exposure 1 Rated Oriented Strand Board (OSB) nominal 1/2 in (12.7 mm), minimum. g. Unglazed brick, cement plaster, concrete or masonry. 2. Deflection of substrate systems shall not exceed 1/240 times the span. 3. The substrate shall be flat within 1/4 in (6.4 mm) in a 4 ft (1.2 m) radius. 18180B Fire Station No. 1 Bond 2018 Page 3 of 8 Exterior Insulation & Finish System Project No. 18180B Section 07 24 00 4. The slope of inclined surfaces shall not be less than 6:12. The length of inclined surfaces shall not exceed 12 in (305 mm). 5. All areas requiring an impact resistance classification higher than "standard", as defined by ASTM E 2486 (formerly EIMA Standard 101.86), shall be as detailed in the drawings and described in the contract documents. Refer to Section 1.04.D.1.c of this specification. 6. Expansion joints: a. Design and location of expansion joints in the Outsulation LCMD Systems 1-5 is the responsibility of the project designer and shall be noted on the project drawings. As a minimum, expansion joints shall be placed at the following locations: 1) Where expansion joints occur in the substrate system 2) Where building expansion joints occur 3) At floor lines in wood frame construction 4) At floor lines of non-wood framed buildings where significant movement is expected 5) Where the Outsulation LCMD Systems 1-5 abuts dissimilar materials 6) Where the substrate type changes 7) Where prefabricated panels abut one another 8) In continuous elevations at intervals not exceeding 75 ft (23 m) 9) Where significant structural movement occurs such as changes in roofline, building shape or structural system 7. Terminations a. Prior to applying the Dryvit Outsulation LCMD System 1-5, wall openings shall be treated with Dryvit AquaFlash System, Backstop® Flash & Fill or Flashing Tape. Refer to Dryvit Outsulation LCMD Systems 1-5 Installation Details, DS170. b. The Outsulation LCMD Systems 1-5 shall be held back from adjoining materials around openings and penetrations such as windows, doors and mechanical equipment a minimum of 3/4 in (19 mm) for sealant application. See Dryvit’s Outsulation LCMD Systems 1-5 Installation Details, DS170. c. The systems shall be terminated a minimum of 8 in (203 mm) above finished grade. d. Sealants 1) Shall be manufactured and supplied by others 2) Shall be compatible with the Outsulation LCMD Systems 1-5 materials. Refer to current Dryvit publication DS153, for a listing of sealants tested by sealant manufacturer for compatibility. 3) The sealant backer rod shall be closed cell. 8. Vapor Retarders – The use and location of vapor retarders within a wall assembly is the responsibility of the project designer and shall comply with local building code requirements. The type and location shall be noted on the project drawings and specifications. Vapor retarders may be inappropriate in certain climates and can result in condensation within the wall assembly. Refer to Dryvit Publication DS159 for additional information. 9. Dark Colors - The use of dark colors must be considered in relation to wall surface temperature as a function of local climatic conditions. Use of dark colors in high temperature climates can affect the performance of the system. 10. Flashing: Shall be provided at all roof-wall intersections, windows, doors, chimneys, decks, balconies, and other areas as necessary to prevent water from entering behind the Outsulation LCMD Systems 1- 5. 11. Site Coated EPS Shapes and Starter Boards: Shall be coated on site utilizing the same materials (EPS, base material mixture, reinforcing mesh, and finish) as specified for the project. 12. Pre Base Coated EPS Shapes and Starter Boards: Shall be supplied by Acrocore or other approved shape manufacturer. 1.05 SUBMITTALS A. Product Data: The contractor shall submit to the owner/architect the manufacturer’s product data sheets describing the products, which will be used on this project. B. Shop Drawings for Panelized Construction: The panel fabricator shall prepare and submit to the owner/architect complete drawings showing: wall layout, connections, details, expansion joints, and installation sequence. 18180B Fire Station No. 1 Bond 2018 Page 4 of 8 Exterior Insulation & Finish System Project No. 18180B Section 07 24 00 C. Samples: The contractor shall submit to the owner/architect two (2) samples of the Outsulation LCMD Systems 1-5 for each finish, texture and color to be used on the project. The same tools and techniques proposed for the actual installation shall be used. Samples shall be of sufficient size to accurately represent each color and texture being utilized on the project. D. Test Reports: When requested, the contractor shall submit to the owner/architect copies of selected test reports verifying the performance of the Outsulation LCMD Systems 1-5. E. Environmental Product Declaration: When requested, the contractor shall submit to the owner/architect copies of the Environmental Product Declaration (EPD) describing the estimated environmental impacts of the Outsulation LCMD System. 1.06 QUALITY ASSURANCE A. Qualifications 1. System Manufacturer: Shall be Dryvit Systems, Inc. All materials shall be manufactured or sold by Dryvit and shall be purchased from Dryvit or its authorized distributors. a. Materials shall be manufactured at a facility covered by a current ISO 9001:2015 and ISO 14001:2015 certification. Certification of the facility shall be done by a registrar accredited by the American National Standards Institute, Registrar Accreditation Board (ANSI-RAB). 2. Contractor: Shall be knowledgeable in the proper installation of the Dryvit Outsulation LCMD Systems 1-5 and shall be experienced and competent in the installation of Exterior Insulation and Finish Systems. Additionally, the contractor shall possess a current Trained Contractor Certificate* issued by Dryvit Systems, Inc. for Moisture Drainage Systems. 3. Insulation Board Manufacturer: Shall be listed by Dryvit Systems, Inc., shall be capable of producing the Expanded Polystyrene (EPS) in accordance with the current Dryvit Specification for Insulation Board, DS131, and shall subscribe to the Dryvit Third Party Certification and Quality Assurance Program. 4. Panel Fabricator: Shall be a contractor experienced and competent in the fabrication of architectural wall panels and shall possess a current Trained Contractor Certificate* issued by Dryvit Systems, Inc. for Moisture Drainage Systems. 5. Panel Erector: Shall be experienced and competent in the installation of architectural wall panel systems and shall be: a. The panel fabricator or b. An erector approved by the panel fabricator or c. An erector under the direct supervision of the panel fabricator 6. Machine Coated Dryvit EPS Shapes and Starter Boards: Shall be supplied by Acrocore or other manufacturer that subscribes to the Dryvit third party certification and quality assurance program. B. Regulatory Requirements: 1. The EPS shall be separated from the interior of the building by a minimum 15-minute thermal barrier. 2. The use and maximum thickness of EPS shall be in accordance with the applicable building code(s). C. Certification 1. The Outsulation LCMD Systems 1-5 shall be recognized for the intended use by the applicable building code(s). 1.07 DELIVERY, STORAGE AND HANDLING A. All Dryvit materials shall be delivered to the job site in the original, unopened packages with labels intact. B. Upon arrival, materials shall be inspected for physical damage, freezing or overheating. Questionable materials shall not be used. 1. Materials shall be stored at the job site, and at all times, in a cool, dry location, out of direct sunlight, protected from weather and other sources of damage. Minimum storage temperature shall be as follows: a. DPR, PMR™, HDP™, Weatherlastic® and E™ Finishes, Color Prime™, Primus®, Genesis® and NCB™: 40 °F (4 °C). b. For other products, refer to specific product data sheets. 2. Maximum storage temperature shall not exceed 100 °F (38 °C). NOTE: Minimize exposure of materials to temperatures over 90 °F (32 °C). Finishes exposed to temperatures over 110 °F (43 18180B Fire Station No. 1 Bond 2018 Page 5 of 8 Exterior Insulation & Finish System Project No. 18180B Section 07 24 00 °C) for even short periods may exhibit skinning, increased viscosity and should be inspected prior to use. C. Protect all products from inclement weather and direct sunlight. 1.08 PROJECT CONDITIONS A. Environmental Requirements 1. Application of wet materials shall not take place during inclement weather unless appropriate protection is provided. Protect materials from inclement weather until they are completely dry. 2. At the time of Dryvit product application, the air and wall surface temperatures shall be from 40 °F (4 °C) minimum to 100 °F (38 °C) maximum for the following products: a. DPR, PMR, HDP, Weatherlastic and E Finishes, Color Prime, Primus, Genesis and NCB. b. For other products, refer to specific product data sheets. 3. These temperatures shall be maintained with adequate air ventilation and circulation for a minimum of 24 hours (48 hours for Weatherlastic Finishes, Ameristone, and TerraNeo) thereafter, or until the products are completely dry. Refer to published product data sheets for more specific information. B. Existing Conditions: The contractor shall have access to electric power, clean water and a clean work area at the location where the Dryvit materials are to be applied. 1.09 SEQUENCING AND SCHEDULING A. Installation of the Outsulation LCMD Systems 1-5 shall be coordinated with other construction trades. B. Sufficient manpower and equipment shall be employed to ensure a continuous operation, free of cold joints, scaffold lines, texture variations, etc. 1.10 WARRANTY A. Dryvit Systems, Inc. shall provide a written limited materials warranty against defective material upon written request. Dryvit shall make no other warranties, expressed or implied. Dryvit does not warrant workmanship. Full details are available from Dryvit Systems, Inc. B. The applicator shall warrant workmanship separately. Dryvit shall not be responsible for workmanship associated with installation of the Outsulation LCMD Systems 1-5. 1.11 DESIGN RESPONSIBILITY A. It is the responsibility of both the specifier and the purchaser to determine if a product is suitable for their intended use. The designer selected by the purchaser shall be responsible for all decisions pertaining to design, detail, structural capability, attachment details, shop drawings and the like. Dryvit has prepared guidelines in the form of specifications, installation details, and product data sheets to facilitate the design process only. Dryvit is not liable for any errors or omissions in design, detail, structural capability, attachment details, shop drawings, or the like, whether based upon the information prepared by Dryvit or otherwise, or for any changes which purchasers, specifiers, designers, or their appointed representatives may make to Dryvit’s published comments. 1.12 MAINTENANCE A. Maintenance and repair shall follow the procedures noted in the Dryvit Outsulation LCMD Systems 1-5 Application Instructions, DS172. B. All Dryvit products are designed to require minimal maintenance. However, as with all building products, depending on location, some cleaning may be required. See Dryvit publication DS152 on Cleaning and Recoating. C. Sealants and Flashings shall be inspected on a regular basis and repairs made as necessary. PART II PRODUCTS 2.01 MANUFACTURER A. All components of the Outsulation LCMD Systems 1-5 shall be supplied or obtained from Dryvit or its authorized distributors. B. Requests for substitutions will be considered in accordance with provisions of Section 01 60 00 - Product Requirements. 18180B Fire Station No. 1 Bond 2018 Page 6 of 8 Exterior Insulation & Finish System Project No. 18180B Section 07 24 00 2.02 MATERIALS A. Portland Cement: Shall be Type I or II, meeting ASTM C 150, white or gray in color, fresh and free of lumps. B. Water: Shall be clean and free of foreign matter. 2.03 COMPONENTS A. Air/Water-Resistive Barrier Components: 1. Sheet Type Membranes (by others) a. Code approved water-resistive barrier such as but not limited to Dupont Tyvek StuccoWrap, Tyvek Home Wrap or Commercial Wrap, #15 Felt, Grade D Paper. B. Flashing Materials: Used to protect substrate edges at terminations. 1. Liquid Applied: An extremely flexible water-based polymer material, ready for use. a. Shall be AquaFlash and AquaFlash Mesh 2. Gun Applied: A flexible waterproof material, ready for use. a. Shall be Backstop Flash & Fill 3. Sheet Type: a. Shall be Flashing Tape and Surface Conditioner 1) Dryvit Flashing Tape™: A high density polyethylene film backed with a rubberized asphalt adhesive available in rolls 4 in (102 mm), 6 in (152 mm), and 9 in (229 mm) wide by 75 ft (23 m) long. 2) Dryvit Flashing Tape Surface Conditioner™: A water-based surface conditioner and adhesion promoter for the Dryvit Flashing Tape. C. Dryvit AP Adhesive™: A moisture cure, urethane-based adhesive used to adhere the Dryvit Drainage Strip™ and Drainage Track. D. Accessories 1. Drainage Track (Optional - not required when Drainage Strip is specified): UV treated PVC perforated “J” channel with weep holes, complying with ASTM D 1784 and ASTM C 1063. Drainage Track usage is limited to the base of the system at finished grade level when installing system in noncombustible construction. All other horizontal terminations shall utilize the Dryvit Drainage Strip as shown in the Outsulation LCMD Systems 1-5 Installation Details, DS170. Shall be one of the following: a. Starter Trac STWP - without drip edge by Plastic Components, Inc. b. Starter Trac STDE - with drip edge by Plastic Components, Inc. c. Universal Starter Track by Wind-lock Corporation d. Sloped Starter Strip with Drip by Vinyl Corp. 2. Dryvit Drainage Strip (Optional - not required when Drainage Track is specified): A corrugated plastic material, which provides drainage. Required when using Tyvek StuccoWrap without the Drainage Track. E. Drainage Medium Options 1. Dryvit Drainage Mat [System 1 (optional – when Outsulation LCMD Systems 1-5 is installed over Tyvek StuccoWrap)]: A blue, 1/8 in (3.2 mm) thick mat composed of open weave polymer threads. 2. Tyvek StuccoWrap [by others (System 2)] or equal: A spunbonded high density polyethylene that is textured to provide vertical drainage channels. 3. Grooved Insulation Board (System 3): Expanded polystyrene meeting Dryvit specification for Insulation Board, DS131, minimum thickness 1 1/2 in (38 mm). The back side of the insulation board shall have factory cut vertical grooves measuring 1/4 in (6.4 mm) deep by 1 in (25 mm) wide spaced 4 in (102 mm) on center. 4. Expanded Metal Lath [by others (System 4)]: Shall be minimum 2.5 lb/yd2 (1.4 kg/m2) Galvanized Furred Diamond Mesh Metal Lath; not recommended for coastal areas and other corrosive environments. 5. Ultra-Lath by Plastic Components [by others (System 5)]: An extruded polyolefin lath. F. Insulation Board: Expanded Polystyrene meeting the Dryvit Specification for Insulation Board, DS131, and the following requirements: 1. In the absence of specific wind load requirements, the thickness of the insulation board shall be minimum 1 in (25 mm); System 3 requires minimum 1 1/2 in (38 mm). Projects located in shoreline or other high wind load areas will require special consideration. Contact Dryvit Systems, Inc. for specific recommendations. 2. The insulation board shall be manufactured by a board supplier listed by Dryvit Systems, Inc. G. Machine Coated Dryvit EPS Shapes and Starter Boards: Shall be supplied by Acrocore or other manufacturer that subscribes to the Dryvit third party certification and quality assurance program. 18180B Fire Station No. 1 Bond 2018 Page 7 of 8 Exterior Insulation & Finish System Project No. 18180B Section 07 24 00 H. Mechanical fasteners consist of a 2 in (51 mm) diameter polypropylene washer with key openings for base coat penetration and recessed chamber, used in conjunction with a corrosion resistant fastener. 1. Washer a. Shall be Wind-lock Wind-Devil or Wind-Devil 2™, or ITW Buildex Grid-Mate™ PB and Grid-Master washer. 2. Screws a. Wood Based Substrates and Light Gauge Metal (20 - 26 ga) 1) Shall be minimum No. 6 bugle head corrosion resistant screws. 2) The screws shall be of sufficient length to penetrate wood substrates a minimum of 3/4 in (19 mm) and metal framing a minimum of 3/8 in (9.5 mm). b. Steel Framing (12 - 20 ga) 1) Shall be minimum No. 6 bugle head corrosion resistant screws, drill point 2) The screws shall be of sufficient length to penetrate the steel framing a minimum of 3/8 in (9.5 mm). 3. Brick, Block and Concrete a. Anchors shall be a minimum 3/16 in (4.8 mm) diameter and corrosion resistant. b. Anchors shall be of sufficient length to penetrate the substrate a minimum of 1 in (25 mm). c. Pullout values shall be substantiated for the particular substrate and fastener used. I. Adhesives: Used to adhere the EPS to Expanded Metal Lath or Ultra Lath. 1. Cementitious: A liquid polymer-based material, which is field mixed with Portland cement. a. Shall be Primus or Genesis 2. Ready mixed: A dry blend cementitious, copolymer-based product, field mixed with water a. Shall be Primus DM, Genesis DM, Genesis DMS, Rapidry DM 35-50 or Rapidry DM 50-75. J. Base Coat: Shall be compatible with the EPS insulation board and reinforcing mesh(es). NOTE: When installing the system with mechanical fasteners (Systems 1, 2, 3), the base coat shall be either Genesis or Genesis DM. 1. Cementitious: A liquid polymer-based material, which is field mixed with Portland cement. a. Shall be Primus or Genesis 2. Noncementitious: A factory-mixed, fully formulated, water-based product. a. Shall be NCB 3. Ready mixed: A dry blend cementitious, copolymer-based product, field mixed with water. a. Shall be Primus DM, Genesis DM, Genesis DMS, Rapidry DM 35-50 or Rapidry 50-75 4. ShieldIt™: A 2-pass base coat used over existing EIFS or a Dryvit reinforced base coat to improve impact resistance against woodpeckers when specified. K. Reinforcing Mesh: A balanced, open weave, glass fiber fabric treated for compatibility with other system materials. Note: Reinforcing meshes are classified by impact resistance and specified by weight and tensile strength as listed in Section 1.04.D.1.c. 1. Shall be Standard, Standard Plus, Intermediate, Panzer 15, Panzer 20, Detail and Corner Mesh 2. Shall be colored blue for product identification bearing the Dryvit logo. L. Finish: Shall be the type, color and texture as selected by the architect/owner and shall be one or more of the following: 1. Elastomeric DPR (Dirt Pickup Resistance): Water-based elastomeric acrylic finish with integral color and texture and formulated with DPR chemistry: a. Weatherlastic® Sandpebble PART III EXECUTION 3.01 EXAMINATION A. Prior to installation of the Outsulation LCMD Systems 1-5, the contractor shall verify that the substrate: 1. Is of a type listed in Section 1.04.C.12. Is flat within 1/4 in (6.4 mm) in a 4 ft (1.2 m) radius. 3. Is sound, dry, connections are tight, has no surface voids, projections, or other conditions that may interfere with the Outsulation LCMD Systems 1-5 installation or performance. B. Prior to the installation of the Outsulation LCMD Systems 1-5, the architect or general contractor shall ensure that all needed flashings and other waterproofing details have been completed, if such completion is required prior to the Outsulation LCMD Systems 1-5 application. Additionally, the contractor shall ensure that: 18180B Fire Station No. 1 Bond 2018 Page 8 of 8 Exterior Insulation & Finish System Project No. 18180B Section 07 24 00 1. Metal roof flashing has been installed in accordance with the manufacturer’s requirements, Asphalt Roofing Manufacturers Association (ARMA) Standards and Dryvit Outsulation LCMD Systems 1-5 Installation Details, DS170, or as otherwise necessary to maintain a watertight envelope. 2. Openings are flashed in accordance with the Outsulation LCMD Systems 1-5 Installation Details, DS170, or as otherwise necessary to prevent water penetration. 3. Chimneys, balconies and decks have been properly flashed. 4. Windows, doors, etc. are installed and flashed per manufacturer's requirements and the Outsulation LCMD Systems 1-5 Installation Details, DS170. 5. Sheet type membrane water-resistive barriers have been installed in a weatherboard fashion in accordance with building code and manufacturer's requirements. C. Prior to the installation of the Outsulation LCMD Systems 1-5, the contractor shall notify the general contractor and/or architect and/or owner of all discrepancies. 3.02 PREPARATION A. The Outsulation LCMD Systems 1-5 materials shall be protected by permanent or temporary means from inclement weather and other sources of damage prior to, during, and following application until completely dry. B. Protect adjoining work and property during Outsulation LCMD Systems 1-5 installation. 3.03 INSTALLATION A. The systems shall be installed in accordance with the Dryvit Outsulation LCMD Systems 1-5 Application Instructions, DS172. B. The overall minimum base coat thickness shall be sufficient to fully embed the mesh. The recommended method is to apply the base coat in two (2) passes. C. Sealant shall not be applied directly to textured finishes or base coat surfaces. Dryvit Outsulation LCMD Systems 1-5 surfaces in contact with sealant shall be coated with Demandit Smooth or Color Prime. D. High impact meshes shall be installed as specified at ground level, high traffic areas, and other areas exposed to or susceptible to impact damage. E. The installation of Machine Coated Dryvit EPS Shapes and Starter Boards shall be in accordance with Dryvit Publication DS854. 3.04 FIELD QUALITY CONTROL A. The contractor shall be responsible for the proper application of the Outsulation LCMD Systems 1-5 materials. B. Dryvit assumes no responsibility for on-site inspections or application of its products. C. If required, the contractor shall certify in writing the quality of work performed relative to the substrate system, details, installation procedures, workmanship and the specific products used. D. If required, the EPS supplier shall certify in writing that the EPS meets Dryvit's specifications. E. If required, the sealant contractor shall certify in writing that the sealant application is in accordance with the sealant manufacturer's and Dryvit's recommendations. 3.05 CLEANING A. All excess Outsulation LCMD Systems 1-5 materials shall be removed from the job site by the contractor in accordance with contract provisions and as required by applicable law. B. All surrounding areas, where the Dryvit Outsulation LCMD Systems 1-5 has been applied, shall be left free of debris and foreign substances resulting from the contractor’s work. 3.06 PROTECTION A. Outsulation LCMD Systems 1-5 shall be protected from inclement weather and other sources of damage until dry and permanent protection in the form of flashings, sealants, etc. are installed. END OF SECTION 18180B Fire Station No. 1 Bond 2018 Page 1 of 15 Metal Roof Panels Project No. 18180B Section 07 41 13 SECTION 07 41 13 METAL ROOF PANELS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Architectural standing-seam metal roof panels. 2. Metal roof accessories. 3. Thermal insulation. 4. Underlayment materials. B. Related Sections: 1. Division 06 rough carpentry section for wood nailers, curbs, and blocking. 2. Division 07 Section "Sheet Metal Flashing and Trim" for field- or shop- formed fasciae, copings, flashings, roof drainage systems, and other sheet metal work not part of metal roof panel assemblies. C. Alternates: Refer to Division 01 Section "Alternates" for description of Work in this Section affected by alternates. 1.2 DEFINITIONS A. Metal Roof Panel Assembly: Metal roof panels, attachment system components, miscellaneous metal framing, thermal insulation, and accessories necessary for a complete weathertight roofing system. 1.3 PREINSTALLATION MEETINGS A. Preinstallation Conference: Conduct conference at Project site. 1. Meet with Owner, Architect, Owner's insurer if applicable, testing and inspecting agency representative, metal roof panel Installer, metal roof panel manufacturer's representative, substrate Installer, and installers whose work interfaces with or affects metal roof panels including installers of roof accessories and roof-mounted equipment. 2. Review and finalize construction schedule and verify availability of materials, Installer's personel, equipment, and facilities needed to make progress and avoid delays. 3. Review methods and procedures related to metal roof panel installation, including manufacturer's written instructions. 18180B Fire Station No. 1 Bond 2018 Page 2 of 15 Metal Roof Panels Project No. 18180B Section 07 41 13 4. Examine substrate conditions for compliance with requirements, including flatness and attachment to structural members. 5. Review flashings, special roof details, roof drainage, roof penetrations, equipment curbs, and condition of other construction that will affect metal roof panels. 1.4 ACTION SUBMITTALS A. Product Data: For each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for each type of roof panel and accessory. B. Shop Drawings: Show fabrication and installation layouts of metal roof panels; details of edge conditions, side-seam and end lap joints, panel profiles, corners, anchorages, trim, flashings, closures, and accessories; and special details specific to project, signed and sealed by the qualified professional engineer responsible for their preparation. Distinguish between factory- and field-assembled work. Stamped by licensed engineer in the state of Texas. C. Samples for Initial Selection: For each type of metal roof panel indicated with factory-applied color finishes. 1.5 INFORMATIONAL SUBMITTALS A. Qualification Data: For manufacturer, Installer, and manufacturer's technical representative. 1. Submit Installer qualifications in the form of an original letter on manufacturer's letterhead signed by authorized manufacturer representative. B. Sample Warranties: For special warranties. 1.6 CLOSEOUT SUBMITTALS A. Maintenance Data: For metal roof panels to include in maintenance manuals. 1.7 SUBSTITUTIONS A. General: 1. ONLY Substitutions approved in writing by the Owner or Owner’s Representative prior to the scheduled bid date will be considered. 2. Notification of approvals will be issued at least five (5) days before the scheduled bid date. 3. Architect/Owner reserves the right to be final authority on acceptance or rejection of any substitution request. B. When a make or trade name is specified, it shall be indicative of standard required. Bidders proposing substitutes shall submit the following ten (10) days prior to bid date to the Owner or Owner’s Representative; requests received after that time will not be considered. 1. Written application with explanation of why it should be considered. 18180B Fire Station No. 1 Bond 2018 Page 3 of 15 Metal Roof Panels Project No. 18180B Section 07 41 13 2. Independent laboratory certification providing written confirmation that the physical and performance characteristics of the substitute material/system will meet the physical and performance characteristics of the specified materials and or system. C. Submit five copies of request for substitution. Items to be included in the request: 1. Complete data substantiating compliance of proposed substitution. 2. Product identification, including manufacturer’s literature and manufacturer’s name. 3. Current certificate from an accredited testing laboratory comparing the physical and performance attributes of the proposed material with those of the specified materials. Test results must be dated, notarized, and on testing laboratory stationary. 4. Material Safety Data Sheets providing all pertinent data as to flammability, combustibility. 5. List of at least (5) five jobs as described under the requirements where the proposed alternate material was used under similar conditions. These jobs must be available for inspection by the Owner or Owner’s Representative. Names and phone numbers are required for verification. Submit a minimum of 200,000 square feet for review. Submitted projects must be a minimum of (5) years old. 6. Notarized statement from the Roof System Manufacturer, signed by a corporate officer of the corporation stating that: a. All Documents have been reviewed and are approved. b. The Project site has been inspected. c. The Roofing System Manufacturer will provide two (2) field inspections weekly; during, and until all construction work is complete and accepted by the owner. A full-time employee of the manufacturer must perform inspections. d. Provide documentation of the proposed alternate system passing the specified regulatory requirements. Documentation must be on the specified regulatory requirements letterhead or approval guide. No third-party testing will be accepted. D. In making substitution request, Bidder/Contractor represents: 1. He has personally investigated proposed product or method, and determined that it is equal or superior in all respects to that specified. Additionally, he will have a technical service representative of the proposed manufacturer attend the pre-bid meeting. 2. He will provide the same guarantee for substitution as for those specified. 3. He will coordinate installation of accepted substitution in work, making such changes as may be required for work to be completed in all respects. 4. Advise the owner of any credit savings or additional costs as opposed to the system type specified. E. Substitutions will not be considered if: 18180B Fire Station No. 1 Bond 2018 Page 4 of 15 Metal Roof Panels Project No. 18180B Section 07 41 13 1. Product or method to be considered does not have a minimum of (5) five years of successful performance in roofing and re-roofing of similar applications. 2. Any discrepancies in the test data, or if the tests or submittals are incomplete. 3. They are indicated or implied on Shop Drawings or Project Data Submittals without formal request submitted in accordance with the specification document. 4. Acceptance requires significant revision of documents. 5. Only substitutes approved in writing by prior to scheduled cutoff date will be considered. 6. Notification of approvals will be mailed at least 3 days before bid opening. 7. The Owner will not incur any additional costs for design or construction costs. 1.8 QUALITY ASSURANCE A. Manufacturer Qualifications: A manufacturer of plant-fabricated metal roof panel systems listed in this Section and meeting performance requirements, with a minimum of five years' experience providing metal roof panel systems for projects of similar type and scope, offering engineering, warranty, technical inspection, and maintenance inspection services specified. 1. Installer must provide (2) manufacturer inspections each week. Noncompliance may result in an $850 per day fee for missing inspections. B. Installer Qualifications: An employer of workers trained and certified by manufacturer, including a full-time on-site supervisor with a minimum of five years' experience installing similar work, able to communicate verbally with Contractor, Architect, and employees, and qualified by the manufacturer to furnish warranty of type specified. C. Manufacturer's Technical Representative Qualifications: An authorized full-time employee representative of manufacturer, certified as a Registered Roof Observer by the Roof Consultants Institute, and experienced in the installation and maintenance of the specified roof panel system and qualified to determine Installer's compliance with the requirements of this Project. D. Testing Agency Qualifications: An independent testing agency with the experience and capability to conduct the testing and inspection indicated. E. Source Limitations: Obtain metal roof panels and accessories from a single source supplied or approved by metal roof panel manufacturer. F. Roofing Inspector Qualifications: A technical representative of manufacturer not engaged in the sale of products and experienced in the installation and maintenance of the specified roofing system, qualified to perform roofing observation and inspection specified in Field Quality Control Article, to determine Installer's compliance with the requirements of this Project, and approved by the manufacturer to issue warranty certification. The Roofing Inspector shall be one of the following: 1. An authorized full-time technical employee of the manufacturer. G. Random Sampling 18180B Fire Station No. 1 Bond 2018 Page 5 of 15 Metal Roof Panels Project No. 18180B Section 07 41 13 1. During course of work, the Architect may secure samples according to ASTM D140-93 of materials being used from containers at job site and submit them to an independent laboratory for comparison to specified material. 2. Should test results prove that material is not equal to specified material: a. Contractor shall pay for all testing. b. Roofing installed and found not to comply with the specifications shall be removed and replaced with no change in the contract price. 3. Installation quality control a. The roofing inspector shall provide written and photographic reports, to be submitted to the architect, owner, roof system installation contractor, appraising the installation of the roof system at each of the project progress stages. The installation contractor shall make all necessary corrections, additions or remedial actions to resolve any issues raised in the reports. b. The roofing inspector shall have the authority to have any and all roofing work corrected, as required, to insure the proper installation and weather-tightness of the roof system, in accordance with the manufacturer's specifications. H. Windstorm Certification: 1. LNV will provide the Owner with certification that the new roofing construction described within these specifications and installed on the referenced project complies with the current Windstorm resistance requirements prescribed by the State Board of Insurance, Condition I. 1.9 DELIVERY, STORAGE, AND HANDLING A. Deliver components, sheets, metal roof panels, and other manufactured items so as not to be damaged or deformed. Package metal roof panels for protection during transportation and handling. B. Unload, store, and erect metal roof panels in a manner to prevent bending, warping, twisting, and surface damage. C. Stack metal roof panels on platforms or pallets, covered with suitable weathertight and ventilated covering. Store metal roof panels to ensure dryness. Do not store metal roof panels in contact with other materials that might cause staining, denting, or other surface damage. D. Protect strippable protective covering on metal roof panels from exposure to sunlight and high humidity, except to extent necessary for period of metal roof panel installation. E. Protect foam-plastic insulation as follows: 1. Do not expose to sunlight, except to extent necessary for period of installation and concealment. 2. Protect against ignition at all times. Do not deliver foam-plastic insulation materials to Project site before installation time. 18180B Fire Station No. 1 Bond 2018 Page 6 of 15 Metal Roof Panels Project No. 18180B Section 07 41 13 3. Complete installation and concealment of plastic materials as rapidly as possible in each area of construction. 1.10 PROJECT CONDITIONS A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit metal roof panel work to be performed according to manufacturer's written instructions and warranty requirements. B. Field Measurements: Verify actual dimensions of construction contiguous with metal roof panels by field measurements before fabrication. 1.11 COORDINATION A. Coordinate sizes and locations of roof curbs, equipment supports, and roof penetrations with actual equipment provided. B. Coordinate metal roof panels with rain drainage work, flashing, trim, and construction of substrate, parapets, walls, and other adjoining work to provide a leakproof, secure, and noncorrosive installation. 1.12 WARRANTY A. Manufacturer: Manufacturer's standard warranty form, covering work of this Section and extended system components indicated, in which manufacturer agrees to repair or replace components of roofing system that fail in materials or workmanship within warranty period. 1. Warranty Period: 15 years from date of completion. B. Installer Warranty: Installer's warranty signed by Installer, covering the Work of this Section, on form acceptable to Roofing Manufacturer and Owner. 1. Warranty Period: 2 years from date of completion. C. Extended Roof System Components: Warranties specified in this Section include the following components and systems specified in other sections supplied by the roofing system Manufacturer, and installed by the roofing system Installer, except where separate warranty terms and conditions appear in the referenced section. 1. Section 07 41 13 "Metal Roof Panels": Metal roof panels. 2. Section 07 62 00 "Sheet Metal Flashing and Trim": Shop formed sheet metal flashing items including roof penetration flashings. D. Manufacturer Inspection Services: By manufacturer's technical representative, to report maintenance responsibilities to Owner necessary for preservation of Owner's warranty rights. The cost of manufacturer's inspections is included in the Contract Sum. 1. Inspections to occur in following years: 2, 5, 10 following completion. 18180B Fire Station No. 1 Bond 2018 Page 7 of 15 Metal Roof Panels Project No. 18180B Section 07 41 13 PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Basis of Design Manufacturers/Products: Subject to compliance with requirements, provide products by one of the following manufacturers comparable to the Basis of Design product specified: 1. Tremco, Inc., Beachwood, OH, (800) 562-2728, www.tremcoroofing.com. 2. Substitutions: As described in Section 01 60 00. 2.2 PERFORMANCE REQUIREMENTS A. General Performance: Metal roof panels shall comply with performance requirements without failure due to defective manufacture, fabrication, installation, or other defects in construction. B. Delegated Design: Design metal roof panel assembly, including comprehensive engineering analysis by a qualified professional engineer, using performance requirements and design criteria indicated. C. Wind-Uplift Resistance: Provide metal roof panel assemblies that comply with UL 580 for wind- uplift-resistance class indicated. 1. Uplift Rating: UL 90. D. Hail Resistance: Provide metal roof panel assemblies listed with UL as Class 4 hail resistant panels. E. Air Infiltration: Air leakage through assembly of not more than the following when tested according to ASTM E 1680, based upon 16 inch (406 mm) wide panel: 1. Maximum 0.0001 cfm/sq. ft. (0.001 L/s x sq. m) of roof area at test-pressure difference of- 1.57lbf/sq. ft.(-75.2 Pa). 2. Maximum 0.0028 cfm/sq. ft.(.014 L/sx sq. m) of roof area at test-pressure difference of- 20.00lbf/sq. ft.(-958 Pa). F. Water Penetration under Static Pressure: No water penetration when tested according to ASTM E 1646 at the following test-pressure difference: 1. Test-Pressure Difference: 20.00 lbf/sq. ft. (958Pa). G. Hydrostatic-Head Resistance: No water penetration when tested according to ASTM E 2140. H. Thermal Movements: Allow for thermal movements resulting from ambient and surface temperature changes. Base calculations on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss. 2.3 ARCHITECTURAL STANDING-SEAM METAL ROOF PANELS A. General: Provide factory-formed metal roof panels designed to be installed by lapping and interconnecting raised side edges of adjacent panels with joint type indicated and mechanically 18180B Fire Station No. 1 Bond 2018 Page 8 of 15 Metal Roof Panels Project No. 18180B Section 07 41 13 attaching panels to supports using concealed clips in side laps. Include clips, cleats, pressure plates, and accessories required for weathertight installation. 1. Steel Panel Systems: Unless more stringent requirements are indicated, comply with ASTM E 1514. B. Vertical-Rib, Seamed-Joint, Standing-Seam Metal Roof Panels: Factory-formed symmetrical panels with vertical ribs at panel edges and flat pan between ribs; designed for sequential installation in either direction by mechanically attaching panels to supports using concealed clips located under one side of panels and engaging opposite edge of adjacent panels, and mechanically seaming panels together utilizing a seam cap, and configured to enable future replacement of individual panels without disturbing adjacent panels. 1. Basis-of-Design Product: Tremco, Inc., TremLock T-138. 2. Aluminum-Zinc Alloy-Coated Steel Sheet: ASTM A 792/A 792M, Class AZ50 coating designation, Grade 50 (Class AZM150 coating designation, Grade 340), prepainted by the coil-coating process to comply with ASTM A 755/A 755M(); structural quality. a. Thickness: 0.028-inch/24 ga. (0.71-mm) minimum thickness. b. Surface: Smooth, flat finish. c. Exposed Coil-Coated Finish: 2-Coat Fluoropolymer. d. Color: As selected by Architect from manufacturer's standard colors meeting energy performance requirements. 3. Clips: Low-movement floating clips to accommodate thermal movement; fixed clips where design permits; intermittent or continuous clips as required to meet performance requirements; and with clip bearing plate where required. a. Material: 0.064-inch- (1.63-mm-) nominal thickness, zinc-coated (galvanized) or aluminum-zinc alloy-coated steel sheet. 4. Joint Type: Field mechanically seamed. 5. Seam Cap: Match panel material and finish; provide with two rows of integral factory hot- applied sealant. 6. Panel Pan Configuration: Striated. 7. Panel Seam Height: Not less than 1-3/8 inch (34.9 mm). 8. Panel Coverage: 16 inches (406 mm). 2.4 METAL ROOF ACCESSORIES A. Metal Roof Accessories, General: Provide components approved by roof panel manufacturer and as required for a complete metal roof panel assembly including trim, copings, fasciae, corner units, ridge closures, clips, flashings, sealants, gaskets, fillers, closure strips, and similar items. Match material and finish of metal roof panels unless otherwise indicated. 18180B Fire Station No. 1 Bond 2018 Page 9 of 15 Metal Roof Panels Project No. 18180B Section 07 41 13 1. Closures: Provide closures at eaves and ridges, fabricated of same metal as metal roof panels. 2. Backing Plates: Provide metal backing plates at panel end splices, fabricated from material recommended by manufacturer. B. Panel Sealants: Provide one of the following identical to that used in test panels meeting performance requirements: 1. Sealant Tape: Pressure-sensitive, 99 percent solids, gray polyisobutylene or butyl rubber compound sealant tape with release-paper backing. Provide permanently elastic, nonsag, nontoxic, nonstaining tape 1 inch (25 mm) wide and 1/8 inch (3 mm) thick, with nylon spacer beads to prevent overcompression of the sealant tape. 2. Butyl-Rubber-Based, Solvent-Release Sealant: ASTM C 1311, with nylon spacer beads to prevent overcompression of the sealant tape. C. Flashing and Trim: Formed from same material as roof panels, prepainted with coil coating, minimum 0.028 inch (0.71 mm) thick. Provide flashing and trim as required to seal against weather and to provide finished appearance. Locations include, but are not limited to, eaves, rakes, corners, bases, framed openings, ridges, fasciae, and fillers. Finish flashing and trim with same finish system as adjacent metal roof panels. D. Pipe Penetration Flashings: Flexible boot type, with stainless steel compression ring, and stainless steel pipe strap. Use silicone-type boot at hot pipes. E. Gutters: Formed from same material roof panels. Match profile of gable trim, complete with end pieces, outlet tubes, and other special pieces as required. Fabricate in minimum 96-inch- (2400- mm-) long sections, of size and metal thickness according to SMACNA's "Architectural Sheet Metal Manual." Furnish gutter supports spaced a maximum of 36 inches (900 mm) o.c., fabricated from same metal as gutters. Provide wire ball strainers of compatible metal at outlets. Finish gutters to match metal roof panels. F. Downspouts: Formed from same material as roof panels. Fabricate in 10-foot- (3-m-) long sections, complete with formed elbows and offsets, of size and metal thickness according to SMACNA's "Architectural Sheet Metal Manual." Finish downspouts to match gutters. G. Pipe Penetration Flashing: Premolded EPDM pipe collar with flexible aluminum ring bonded to base and stainless steel pipe clamp to secure collar to pipe. H. Roof Curbs: Fabricated from aluminum sheet, minimum 0.080 inch (1.2 mm) thick; with bottom of skirt profiled to match roof panel profiles, and welded top box, integral internal fastener flange, and water diverter. Fabricate curb subframing of minimum 0.0598-inch- (1.5-mm-) thick, angle-, C-, or Z-shaped galvanized steel sheet. Fabricate curb and subframing to withstand indicated loads, of size and height indicated. Finish roof curbs to match metal roof panels. 2.5 FIELD-INSTALLED THERMAL INSULATION A. Faced, Polyisocyanurate Board Insulation: ASTM C 1289, Type II, Class 2 glass-fiber mat, Grade 3, with maximum flame-spread and smoke-developed indexes of 75 and 450, respectively, based on tests performed on unfaced core. FM Approvals 4450/4470 approved. CFC-, HCFC-, and HFC- free. 18180B Fire Station No. 1 Bond 2018 Page 10 of 15 Metal Roof Panels Project No. 18180B Section 07 41 13 1. Acceptable Manufacturers a. Tremco – Trisotech b. Atlas – AC Foam II 2.6 UNDERLAYMENT MATERIALS A. Self-Adhering, High-Temperature Sheet: 30 to 40 mils (0.76 to 1.0 mm) thick minimum, consisting of slip-resisting, polyethylene-film top surface laminated to layer of butyl or SBS- modified asphalt adhesive, with release-paper backing; cold applied. Provide primer when recommended by underlayment manufacturer. 1. Thermal Stability: Stable after testing at 240 deg F (116 deg C); ASTM D 1970. 2. Low-Temperature Flexibility: Passes after testing at minus 20 deg F (29 deg C); ASTM D 1970. 3. Available Manufacturers a. McElroy – HydraShell b. Grace – Ice and Water Shield 2.7 MISCELLANEOUS MATERIALS A. Panel Fasteners: Self-tapping screws, bolts, nuts, self-locking rivets and bolts, end-welded studs, and other suitable fasteners designed to withstand design loads. Provide exposed fasteners with heads matching color of metal roof panels by means of plastic caps or factory- applied coating. Provide EPDM, PVC, or neoprene sealing washers. 2.8 FABRICATION A. Fabricate and finish metal roof panels and accessories at the factory to greatest extent possible, by manufacturer's standard procedures and processes and as necessary to fulfill indicated performance requirements. Comply with indicated profiles and with dimensional and structural requirements. B. On-Site Fabrication: Subject to compliance with requirements of this Section, metal panels may be fabricated on-site using UL-certified, portable roll-forming equipment if panels are of same profile and warranted by manufacturer to be equal to factory-formed panels. Fabricate according to equipment manufacturer's written instructions and to comply with details shown. C. Provide panel profile, including major ribs and intermediate stiffening ribs, if any, for full length of panel. D. Fabricate metal roof panel side laps with factory-installed captive gaskets or separator strips that provide a tight seal and prevent metal-to-metal contact, in a manner that will seal weathertight and minimize noise from movements within panel assembly. E. Sheet Metal Accessories: Fabricate flashing and trim to comply with recommendations in SMACNA's "Architectural Sheet Metal Manual" that apply to the design, dimensions, metal, and other characteristics of item indicated. 18180B Fire Station No. 1 Bond 2018 Page 11 of 15 Metal Roof Panels Project No. 18180B Section 07 41 13 1. Form exposed sheet metal accessories that are without excessive oil canning, buckling, and tool marks and that are true to line and levels indicated, with exposed edges folded back to form hems. 2. Conceal fasteners and expansion provisions where possible. Exposed fasteners are not allowed on faces of accessories exposed to view. 3. Fabricate cleats and attachment devices of size and metal thickness recommended by SMACNA's "Architectural Sheet Metal Manual" or by metal roof panel manufacturer for application, but not less than thickness of metal being secured. 2.9 FINISHES A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. B. Protect mechanical and painted finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. C. Appearance of Finished Work: Noticeable variations in same piece are not acceptable. Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. D. Steel Panels and Accessories: 1. Two-Coat Fluoropolymer: AAMA 621. Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in color coat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. 2. Concealed Finish: Apply pretreatment and manufacturer's standard white or light-colored acrylic or polyester backer finish, consisting of prime coat and wash coat with a minimum total dry film thickness of 0.5 mil (0.013 mm). PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances, metal roof panel supports, and other conditions affecting performance of the Work. 1. Examine roughing-in for components and systems penetrating metal roof panels to verify actual locations of penetrations relative to seam locations of metal roof panels before metal roof panel installation. 2. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Clean substrates of substances harmful to insulation, including removing projections capable of interfering with insulation attachment. 18180B Fire Station No. 1 Bond 2018 Page 12 of 15 Metal Roof Panels Project No. 18180B Section 07 41 13 3.3 THERMAL INSULATION INSTALLATION A. Comply with insulation manufacturer's written instructions applicable to products and application indicated. Install insulation that is undamaged, dry, and unsoiled and that has not been left exposed at any time to ice, rain, and snow. Coordinate installing roofing system components so insulation is not exposed to precipitation or left exposed at the end of the workday. B. Rigid Board Insulation: Install insulation with long joints of insulation in a continuous straight line with end joints staggered between rows, abutting edges and ends between boards. Fill gaps exceeding 1/4 inch (6 mm) with insulation. 1. Where overall insulation thickness is 2 inches (50 mm) or greater, install 2 or more layers with joints of each succeeding layer staggered from joints of previous layer a minimum of 6 inches (150 mm) in each direction. 2. Cut and fit insulation within 1/4 inch (6 mm) of nailers, projections, and penetrations. 3.4 UNDERLAYMENT INSTALLATION A. Self-Adhering Sheet Underlayment: Apply primer if required by manufacturer. Comply with temperature restrictions of underlayment manufacturer for installation. Apply at locations indicated below, wrinkle free, in shingle fashion to shed water, and with end laps of not less than 6 inches (150 mm) staggered 24 inches (600 mm) between courses. Overlap side edges not less than 3-1/2 inches (90 mm). Roll laps with roller. Cover underlayment within 14 days. 1. Apply over. entire roof surface B. Install flashings to cover underlayment to comply with requirements specified in Division 07 Section "Sheet Metal Flashing and Trim." 3.5 METAL ROOF PANEL INSTALLATION, GENERAL A. Provide metal roof panels of full length from eave to ridge unless otherwise indicated or restricted by shipping limitations. B. Install metal roof panels as follows: 1. Commence metal roof panel installation and install minimum of 300 sq. ft. (27.8 sq. m.) in presence of factory-authorized representative. 2. Field cutting of metal panels by torch or abrasive saw is not permitted. 3. Locate and space fastenings in uniform vertical and horizontal alignment. Verify spacing with project windstorm engineer. 4. Provide metal closures at rake edges, rake walls, and each side of ridge and hipcaps. 5. Flash and seal metal roof panels with weather closures at eaves, rakes, and perimeter of all openings. 6. Install ridge and hip caps as metal roof panel work proceeds. 7. Install metal flashing to allow moisture to run over and off metal roof panels. 18180B Fire Station No. 1 Bond 2018 Page 13 of 15 Metal Roof Panels Project No. 18180B Section 07 41 13 C. Fasteners: 1. Steel Roof Panels: Use stainless-steel fasteners for surfaces exposed to the exterior and galvanized-steel fasteners for surfaces exposed to the interior. D. Anchor Clips: Anchor metal roof panels and other components of the Work securely in place, using manufacturer's approved fasteners according to manufacturers' written instructions. E. Metal Protection: Where dissimilar metals will contact each other or corrosive substrates, protect against galvanic action by painting contact surfaces with bituminous coating, by applying rubberized-asphalt underlayment to each contact surface, or by other permanent separation as recommended by metal roof panel manufacturer. 1. Use slip sheet where roof panels will contact wood, ferrous metal, or cementitious construction. F. Joint Sealers: Install gaskets, joint fillers, and sealants where indicated and where required for weatherproof performance of metal roof panel assemblies. Provide types of gaskets, fillers, and sealants indicated or, if not indicated, types recommended by metal roof panel manufacturer. 1. Seal metal roof panel end laps with double beads of tape or sealant, full width of panel. Seal side joints where recommended by metal roof panel manufacturer. 2. Prepare joints and apply sealants to comply with requirements in Division 07 Section "Joint Sealants." 3.6 METAL ROOF PANEL INSTALLATION A. Standing-Seam Metal Roof Panels: Fasten metal roof panels to supports with concealed clips at each standing-seam joint at location, spacing, and with fasteners recommended by manufacturer. 1. Install clips to supports with self-tapping fasteners. 2. Install pressure plates at locations indicated in manufacturer's written installation instructions. 3. Erection Tolerances: Shim and align metal roof panel units within installed tolerance of 1/4 inch in 20 feet (1:960) on slope and location lines as indicated and within 1/8-inch (3 mm) offset of splices and alignment of matching profiles. 4. Seamed Joint: Crimp standing seams with manufacturer-approved, motorized seamer tool so clip, metal roof panel, and factory-applied sealant are completely engaged. 5. Watertight Installation: a. Apply a continuous ribbon of sealant or tape to seal joints of metal panels, using sealant or tape as recommend in writing by manufacturer as needed to make panels watertight. b. Provide sealant or tape between panels and protruding equipment, vents, and accessories. 18180B Fire Station No. 1 Bond 2018 Page 14 of 15 Metal Roof Panels Project No. 18180B Section 07 41 13 3.7 ACCESSORY INSTALLATION A. General: Install accessories with positive anchorage to building and weathertight mounting and provide for thermal expansion. Coordinate installation with flashings and other components. 1. Install components required for a complete metal roof panel assembly including trim, copings, ridge closures, seam covers, flashings, sealants, gaskets, fillers, closure strips, and similar items. B. Flashing and Trim: Comply with performance requirements and manufacturer's written installation instructions. Provide concealed fasteners where possible, and set units true to line and level as indicated. Install work with laps, joints, and seams that will be permanently watertight and weather resistant. 1. Form trim and transition joints using compressed joints with captive butyl sealant capable of resisting static water pressure. Cleated joints and exposed joint sealants do not meet this requirement. 2. Install exposed flashing and trim that is without excessive oil canning, buckling, and tool marks and that is true to line and levels indicated, with exposed edges folded back to form hems. Install sheet metal flashing and trim to fit substrates and to result in waterproof and weather-resistant performance. 3. Expansion Provisions: Provide for thermal expansion of exposed flashing and trim. Space movement joints at a maximum of 10 feet (3 m) with no joints allowed within 24 inches (600 mm) of corner or intersection. Where lapped expansion provisions cannot be used or would not be sufficiently weather resistant and waterproof, form expansion joints of intermeshing hooked flanges, not less than 1 inch (25 mm) deep, filled with mastic sealant (concealed within joints). C. Gutters: Join sections with riveted and soldered or lapped, riveted, and sealed joints. Attach gutters to eave with gutter hangers spaced not more than 36 inches (914 mm) o.c. using manufacturer's standard fasteners. Provide end closures and seal watertight with sealant. Provide for thermal expansion. D. Downspouts: Join sections with telescoping joints. Provide fasteners designed to hold downspouts securely 1 inch (25 mm) away from walls; locate fasteners at top and bottom and at approximately 60 inches (1500 mm) o.c. in between. 1. Provide elbows at base of downspouts to direct water away from building. 2. Connect downspouts to underground drainage system indicated. E. Roof Curbs: Install curbs at locations indicated on Drawings. Install flashing around bases where they meet metal roof panels. F. Pipe Flashing: Form flashing around pipe penetration and metal roof panels. Fasten and seal to metal roof panels as recommended by manufacturer. 18180B Fire Station No. 1 Bond 2018 Page 15 of 15 Metal Roof Panels Project No. 18180B Section 07 41 13 3.8 FIELD QUALITY CONTROL A. Testing Agency: Owner will engage a qualified independent testing and inspecting agency to perform substrate examination, interim observations, and final roof inspections, and to prepare reports. B. Remove and replace applications of metal roof panels where inspections indicate that they do not comply with specified requirements. C. Additional inspections, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements. 3.9 CLEANING A. Remove temporary protective coverings and strippable films, if any, as metal roof panels are installed unless otherwise indicated in manufacturer's written installation instructions. On completion of metal roof panel installation, clean finished surfaces as recommended by metal roof panel manufacturer. Maintain in a clean condition during construction. B. Replace metal roof panels that have been damaged or have deteriorated beyond successful repair by finish touchup or similar minor repair procedures. END OF SECTION 18180B Fire Station No. 1 Bond 2018 Page 1 of 12 Fluid-Applied Roofing Project No. 18180B Section 07 56 00 SECTION 07 56 00 FLUID-APPLIED ROOFING PART 1 – GENERAL 1.1 DESCRIPTION A. Scope of work shall include all materials, labor, equipment and supervision necessary to install an acrylic roof coating system as outlined in this Specification. All work shall be performed by properly trained Contractor personnel in a safe, professional, timely and workmanlike manner and in accordance with all federal, state and local laws, rules and regulations, this Specification and good roofing practice. B. Restoration of existing BUR and Granulated Modified Bitumen using acrylic roof coating. This Specification is suitable to protect, restore and extend the service life of previously coated and non-coated BUR and Granulated Modified Bitumen. C. Any instructions on the Manufacturer’s Product Data Sheets are to be considered part of these Specifications and should be followed in any performance of the work. D. Additional details and specific areas of repair may be selected, modified or added as necessary. 1.2 RELATED WORK A. Drawings and general provisions of the contract, including General and Supplementary Conditions and other Division 01 Specifications, apply to this section. B. Contractor shall review all sections of the project specifications to determine items of work that may interface with the application of the roof coating system. Compliance with applicable building codes shall be assured by the specifier or engineer, while coordination and execution of related sections shall be the responsibility of the Contractor. 1.3 REFERENCES A. Florida Building Code #FL17101-R3 B. UL Class A C. NSF P151 D. MIAMI-DADE NOA: 15-0825.02 E. FM Global Approved 1.4 REVIEW / SUBMITTALS A. Prior to bid, all project specifications, details, submittals, photographs, inspection reports and existing substrate conditions shall be provided to Manufacturer for review and pre-application warranty approval. B. At the time of bidding, the Contractor shall submit to the Owner the following: 1. A certificate or letter from the Manufacturer approving the Contractor in 18180B Fire Station No. 1 Bond 2018 Page 2 of 12 Fluid-Applied Roofing Project No. 18180B Section 07 56 00 good standing for application of the Manufacturer’s products and systems at the time of the work. 2. Provide cured sample of products to be installed. 3. The Manufacturer’s standard details and approved shop drawings for the coating system. 4. Product and Material Safety Data Sheets for each product indicated in this Specification. 5. Sample copy of Manufacturer’s warranty to be issued upon successful completion of the project. 6. Sample copy of the Contractor’s warranty. 1.5 QUALITY ASSURANCE A. Manufacturer Qualifications: Manufacturer shall have a minimum of 20 years’ experience manufacturing roof coatings and be ISO 9001:2008 Certified. B. Products listed herein shall be provided by a single manufacturer or approved by the primary roofing Manufacturer for compatibility. C. Contractor represents and warrants that it is experienced in and qualified to perform the work described herein and can provide the necessary equipment, supervision, and trained workforce capable of completing the work in a safe, prompt, diligent, professional and workmanlike manner and in accordance with all federal, state and local laws, rules and regulations, this Specification and good roofing practice. D. Contractor shall be thoroughly familiar with all codes, regulations and standards governing the work to be performed and shall provide written proof of all required licenses and permits prior to project commencement. E. Contractor shall be approved by Manufacturer for application of Manufacturer’s products and systems and in good standing at the time of the work and shall coordinate with Manufacturer prior to bidding and commencement of work regarding any Manufacturer’s warranty to be issued upon successful completion of the project. F. Contractor shall inspect the project to examine the actual job and site conditions and must be familiar with local conditions and all things required to complete the work that will have a bearing on its costs and completion. G. All substrates must be peel tested for adhesion strength and those results provided to Manufacturer prior to application of the coating system. H. Contractor is responsible for ensuring a trained foreman is onsite during the application of the coating system and any related work. A daily log of application activities and environmental conditions shall be maintained and available on-site with copies of specification, TDS, and MSDS. A copy of the activity log shall be submitted to Manufacturer upon completion of project. I. Contractor shall check wet film thickness during application of the coatings to ensure achievement of required coverage rates. J. In the event Contractor finds that performance or completion of the work will be 18180B Fire Station No. 1 Bond 2018 Page 3 of 12 Fluid-Applied Roofing Project No. 18180B Section 07 56 00 delayed for any reason, Contractor shall notify the Owner, the Owner’s Representative and Manufacturer in writing as soon as possible. K. There shall be no deviations made from the Specifications unless submitted in writing by the Contractor and approved in writing by the Specifier, Owner and Manufacturer. 1.6 PRODUCT DELIVERY, STORAGE AND HANDLING A. Products shall be delivered to jobsite in Manufacturer’s original unopened and undamaged containers bearing Manufacturer’s original labels. Package labels must be clearly visible on pallets. Verify products are within Manufacturer’s recommended shelf life. B. Store all products in a dry, well ventilated, weather tight location at temperatures between 50° F and 99° F. Do not store products at higher temperatures or in direct sunlight. Protect all products from freezing or other damage during transit, handling and storage. Store and handle products in a manner that will ensure there is no possibility of contamination. Keep lids tightly sealed when not in use. Do not stack pallets more than two (2) high. If these storage conditions are not possible, special consideration in storage must be taken. C. Do not subject existing roof to unnecessary loading of stockpiled products or other materials. D. Record batch numbers in daily project activity log. Submit to Manufacturer upon project completion. E. Store and dispose of all products and materials used on the project in accordance with all federal, state and local requirements for the proper handling and disposal of such products and materials. 1.7 PROJECT CONDITIONS A. Condition of Existing Substrate: 1. The Owner, Owner’s Representative and Contractor shall thoroughly inspect and determine the condition of the roof system and substrate to be coated, and the suitability of the roof system for the application and performance of the coating system. 2. All surfaces and substrates which are to be coated must be properly prepared, clean, dry, structurally sound and free from any moisture, dirt, contaminants or any other conditions which may interfere with the application and performance of the coating system. Contractor shall approve the condition of the roof system and substrate prior to application of the roof coating system. 3. Wet insulation and any deteriorated or damaged decking or other materials must be removed and replaced before application of the coating system. 4. The roof coating shall have good resistance to ponding water. However, areas of prolonged ponding water may, depending on environmental conditions, require additional inspection and maintenance (including cleaning and re-coating) during the warranty period. The NRCA recommends that all roofs be designed and built to have positive drainage. Any questions or concerns about deck deflection as a result of ponding 18180B Fire Station No. 1 Bond 2018 Page 4 of 12 Fluid-Applied Roofing Project No. 18180B Section 07 56 00 water conditions shall be directed to a competent and properly licensed design professional. 5. If any unusual, unexpected or concealed conditions are discovered at any time prior to or during the work, the Contractor shall stop work immediately and notify the Owner, Owner’s Representative and Manufacturer in writing as soon as possible. B. Protection and Coordination: 1. Owner will occupy the premises during the work. Contractor will cooperate with the Owner to allow for the continued use of the facilities during the work. 2. Contractor shall take all necessary precautions when using roof coatings or other materials around air intakes and air conditioning units to avoid any disturbance, including odors, for the Owner and building occupants. All air intakes and air conditioning shall be adequately protected or closed during the course of the work on the roofing system to prohibit odor intake into the building. 3. If ventilators exist on the roof, the Contractor shall determine what material is being exhausted onto the roof surface. Contractor shall contact the Manufacturer to determine if the exhaust materials will interfere with surface preparation, application, adhesion or other performance of the coating system. 4. Contractor shall take all necessary measures to protect unrelated work or adjacent areas from overspray and spillage. 5. Contractor shall coordinate scheduling with the Owner to relocate or protect vehicles, building occupants, building contents and unrelated work from damage. 6. Site cleanup during and after completion of the work shall be completed to Owner’s reasonable satisfaction. 1.8 WEATHER AND SURFACE TEMPERATURE A. Contractor shall proceed with roofing work only when the existing and forecasted weather conditions and surface temperatures will permit work to be performed in accordance with Manufacturer’s recommendations and good roofing practice, including: 1. Ambient air temperature must be 50°F and rising, but not above 120°F during the entire application and curing process. 2. Surface temperatures must be between 50°F and 140°F during application. If surface temperatures exceed 140°F during application, wait for roof to cool. 3. Never apply coating to a wet or damp surface. Roof surface must be free from any moisture with no precipitation in the forecast until coating is dry. Do not apply coating if weather does not permit 4-6 hours of dry time prior to precipitation. Low humidity, low temperatures, cloud cover and calm air will slow the dry time. 4. Extra precaution is needed when applying material in windy conditions. Never spray material when excessive wind conditions exist. Contractor should monitor wind condition to prevent over-spray. If winds become excessive, spraying should stop. 1.9 PRE-APPLICATION CONFERENCE 18180B Fire Station No. 1 Bond 2018 Page 5 of 12 Fluid-Applied Roofing Project No. 18180B Section 07 56 00 A. Prior to scheduled commencement of the coating application and any related work, Contractor shall conduct a meeting on the roof with the Architect, Owner, Manufacturer and any other persons directly involved with the performance of the work. The Contractor shall record conference discussions to include decisions, agreements, and open issues and furnish copies of recorded discussion to each attending party. The primary purpose of the meeting is to review methods and procedures related to the roofing work and Special Owner requirements. B. All parties shall view representative areas of the roofing substrate and discuss conditions of the substrate, penetrations and any other work to be completed prior to application of the coating system. C. Review roofing system requirements, specifications, detail drawings, Contract Documents and required submittals, both completed and in progress. D. Review and finalize the construction schedule related to roofing work, and verify availability of materials, Contractor's personnel, equipment and facilities needed to consistently make progress and avoid delays. E. Review results from Contractor’s inspections, adhesion and non-destructive testing. F. Review forecasted weather conditions expected. Establish procedures for coping with unfavorable conditions, including the possibility of temporary roofing work. 1.10 WARRANTY A. Project warranties beyond those found on Product Data Sheets require Manufacturer approval prior to job commencement. Any warranties for the project must be submitted and accepted by the Owner at the time of contract award. Please contact Manufacturer for any requirements and associated costs or fees which may be associated with warranty issuance. Recommendations and requirements are subject to change from project to project based on existing conditions. B. Manufacturer may issue to the Building Owner either (a) Material Only Warranty or (b) Labor and Material Warranty, as may be agreed to at time of contract award. Any warranties issued shall be for the coating application only and shall not provide coverage for the existing roofing system, including the substrate or structural deck. Any presence by Manufacturer personnel on the project does not provide any additional coverage beyond that stated in the applicable warranty. C. The Contractor may provide the Owner with a workmanship warranty as may be agreed to by the Contractor at time of contract award. 1.11 REGULATORY AND SAFETY A. Contractor will perform all work in a safe, professional, timely and workmanlike manner and in accordance with all federal, state and local laws, rules and regulations related to the work to be performed hereunder, the Specifications and 18180B Fire Station No. 1 Bond 2018 Page 6 of 12 Fluid-Applied Roofing Project No. 18180B Section 07 56 00 good roofing practice. B. Contractor shall be thoroughly familiar with all codes, regulations and standards governing the work to be performed and shall provide written proof of all required licenses and permits prior to project commencement. C. Contractor shall establish and enforce a safety program for its work and employees which meets or exceeds all federal, state and local laws, rules and regulations, including proper fall protection and all other applicable requirements of the Occupational Safety and Health Act of 1970 (OSHA), and all other requirements which may be necessary for the safety of its employees, Owner and the public. PART 2 – PRODUCTS 2.1 GENERAL Products other than those described in Part 2 may be submitted for review and acceptance by Architect. Architect’s review shall be for compatibility purposes only with Manufacturer’s products. The specifications and application instructions for products not supplied by Manufacturer must be reviewed by the Architect for final approval and use on the project. Manufacturer will not provide any warranty coverage for products other than those supplied by the specified Manufacturer. 2.2 ACCEPTABLE MANUFACTURERS A. Uniflex Fluid Applied Roofing Systems, 101 W. Prospect Avenue, Cleveland, Ohio 44115. B. Contact the Uniflex Technical Department at uniflex.technical@sherwin.com with any questions and for a complete list of approved products. C. Substitutions: As described in Section 01 60 00. 2.3 COMPONENTS A. Acrylic Roof Coating: 1. Uniflex® 41-300 WHITE Acrylic 2. Uniflex® 41-520 MB Base Coat - Gray B. Sealant 1. Uniflex OneFlash Sealant 51-920 Gray C. Additional Materials 1. Uniflex® Polyester Fabric for flashing reinforcement 20-3850, 20-385A, B, C. 2. Roof Brush (Required when embedding fabric): a) 4” Hand Held Roof Brush 20-504 b) 10” Roof Brush Head 20-510 c) 60” Roof Brush Handle Threaded 50-560 3. Walkways (optional): #11 – C93 granules or like granules (.84 to 2.0 minimum in size) 18180B Fire Station No. 1 Bond 2018 Page 7 of 12 Fluid-Applied Roofing Project No. 18180B Section 07 56 00 PART 3 – EXECUTION 3.1 INSPECTION AND TESTING A. Contractor shall inspect the roofing system and all roof surfaces to receive the acrylic roof coating system. All conditions affecting the water tightness of the roof shall be identified by the Contractor. Contractor shall perform nondestructive testing (Infra-red photography, nuclear testing and/or Tramex tool and onsite inspection) on the roofing system and verify results with actual roof cores as may be necessary. B. Based on Contractor’s inspection and testing, a roof plan shall be made to show all areas of water intrusion, ponding water, wet insulation, and any deteriorated or damaged decking or other materials. C. Contractor shall verify a minimum roof slope of 1/4 inch per foot and that all roof drains are clean and in good working order. D. Prior to application of the coating system, Contractor shall perform adhesion testing over substrates including previously coated and non-coated roof membranes. Contractor shall follow ASTM 4541 for approved field adhesion test methods. The minimum test patch size shall be one square foot. Contractor shall allow roof coating to cure for a minimum of 72 hours prior to conducting peel test. Coating adhesion must achieve a minimum of two (2) pounds per lineal inch. Results of less than two (2) pounds per lineal inch shall be reported to Manufacturer and retested using primer. Contractor shall perform adhesion testing in areas of existing roofing membrane indicating worn substrates, any change in substrate, areas that show evidence of ponding water conditions or previously coated areas. All adhesion test results shall be recorded and submitted to Manufacturer for additional evaluation. Adhesion Test: 1. An adhesion test must be completed over all substrates including previously coated and non- coated metal roofs prior to installation of roof coating. 2. Contact Roof Coating Manufacturer for required warranty compliance procedures. 3. Adhesion tests on previously coated substrates are required for all areas including, but are not limited to the following: a) Field of existing metal roofing: 1. Minimum number of tests: Two (2) per 10,000 sq. ft. 2. Areas of existing metal roofing indicating worn substrates require additional testing. b) Any change in existing metal roofing substrate c) Existing metal roofing installed in varying phases d) Shaded areas e) Areas indicating ponding water f) Previously coated areas 4. Where adhesion is less than desired, apply primer in accordance with Roof Coating Manufacturer’s published literature. 5. Smooth modified roof membranes (i.e. APP may require primer; consult with Uniflex Technical) E. If any unusual, unexpected or concealed conditions are discovered at any time prior to or during the work, the Contractor shall stop work immediately and notify 18180B Fire Station No. 1 Bond 2018 Page 8 of 12 Fluid-Applied Roofing Project No. 18180B Section 07 56 00 the Owner, Owner’s Representative and Manufacturer in writing as soon as possible. 3.2 PREPARATION A. After inspection and testing, the Contractor shall make all necessary repairs to the roofing system. Contractor shall not proceed with application of the coating system until all repairs have been made and any unsatisfactory conditions have been corrected, including any repairs which may be recommended by the Manufacturer or any design professional. Preparation of the roof substrate is the responsibility of the Contractor. B. Contractor shall remove and replace any wet insulation and deteriorated or damaged decking or other materials with like kind or better-quality materials. C. Prior to power washing, Contractor shall repair all splits, open seams, tears, cuts and blisters in the membrane and flashings, and any other conditions affecting the water tightness of the roof. The membrane must be made sound and watertight. All repairs shall be made in accordance with NRCA guidelines and good roofing practice. Upon written request, Manufacturer can provide additional repair details. D. Any mechanical equipment and roof penetrations including stacks, vents and pipes must be securely installed, properly sealed and made completely watertight, and any abandoned pipes and vent stacks shall be removed, and holes filled in and roofed with like decking, insulation and membrane, all in accordance with NRCA guidelines and good roofing practice. Upon written request, Manufacturer can provide additional repair details. E. All roof curbs and parapet walls shall be properly sealed and waterproofed in accordance with NRCA guidelines and good roofing practice. Upon written request, Manufacturer can provide additional repair details. F. Pitch Pans: Remove one (1) inch of existing pitch pan material, fill and trowel to create a slight slope with Uniflex 58-360 Pitch Pan Roofing Sealant. G. Contractor shall secure and seal all loose metal in accordance with NRCA guidelines and good roofing practice. Upon written request, Manufacturer can provide additional repair details. H. All skylights must be sealed and made watertight in accordance with NRCA guidelines and good roofing practice. Upon written request, Manufacturer can provide additional repair details. I. Field Seams Seal all field seams by installing one (1) layer of roof base coating at sixteen (16) wet mils extending four (4) inches on each side of existing roof membrane seam. Center six (6) inch wide strip of Uniflex stitch- bonded polyester fabric over existing roof membrane seam and fully embed fabric into roof coating ensuring three (3) inches of fabric on each side of existing roof membrane seam. Brush fabric for proper adhesion and removal of all voids. Apply second layer or roof base coating at thirty-two (32) wet mils extending a minimum eight (8) inches on each side of existing roof membrane seam ensuring fabric is fully coated and has a smooth and continuous watertight finish. 18180B Fire Station No. 1 Bond 2018 Page 9 of 12 Fluid-Applied Roofing Project No. 18180B Section 07 56 00 J. Curbs, Stacks and other penetrations Using a stiff bristled brush or sealant knife apply OneFlash sealant at one-sixteenth (1/16) inch thick (60 wet mils) extending three (3) inches on horizontal and three (3) inches up vertical surface ensuring a smooth and continuous watertight finish. K. Parapet Walls and other termination points 1. Seal all existing base flashings or metal edge flashings by installing one (1) layer of roof coating at Sixteen (16 ) wet mils extending eight (8) inches on each side of existing roof membrane seam. Center twelve (12) inch wide strip of Uniflex stitch-bonded polyester fabric over existing roof membrane seam and fully embed fabric into roof coating ensuring six (6) inches of fabric on each side of existing roof membrane seam. Brush fabric for proper adhesion and removal of all voids. Apply second layer of roof coating at thirty-two (32) wet mils extending a minimum eight (8) inches on each side of existing roof membrane seam ensuring fabric is fully coated and has a smooth and continuous watertight finish. 2. Inspect all sealants at counter flashings and replace as needed. L. Wood Blocking: Contractor shall inspect and replace any deteriorated or damaged wood blocking or sleepers in accordance with NRCA guidelines and good roofing practice. Upon written request, Manufacturer can provide additional repair details. M. Expansion Joints and Control Joints: Use curb flashing repair methods on the joint curbs only. Do not coat expansion or control joints with curb flashing materials. If existing expansion joint materials are repairable use materials and methods recommended by the original manufacturer of the joint. Replace the joint if deteriorated with a new expansion joint system, which will counter flash the UNIFLEX base flashing. Please contact manufacturer for full details and requirements for warranted jobs. Recommendations and requirements are subject to change. N. Surface Cleaning: 1. Contractor shall first remove any dirt or debris from the roof by using a broom or air broomer. 2. After brooming and prior to power washing, Contractor shall re-inspect the roof surface and flashings for any splits, open seams, tears, cuts and blisters in membrane and any other conditions affecting the water tightness of the roof. The membrane shall be repaired so water is not injected into the membrane during the cleaning process. 3. The roof shall be power washed using a power washer with greater than 2,000psi. The Contractor shall take caution not to inject water into the roofing substrate. NOTE: Bond-it Wash Primer must be used when cleaning EPDM membranes. 4. Any areas of algae, mildew or fungus on the roof membrane or the existing coating shall be treated with a tri-sodium phosphate (TSP) or equivalent non-filming detergent and water solution. 5. Clear water rinse until all cleaning residue is removed. 6. After cleaning and rinsing the roof, Contractor should ensure that no dirt, debris or contaminants are present that may interfere with proper adhesion of the coating system. 18180B Fire Station No. 1 Bond 2018 Page 10 of 12 Fluid-Applied Roofing Project No. 18180B Section 07 56 00 7. Contractor shall allow 24-48 hours for complete drying before application of the coating system. 8. All substrates must be dry and in accordance with Roof Coating Manufacturer’s published literature prior to installation of roof coating. It is the responsibility of the building owner or their representative to ensure substrate is dry and in acceptable condition for the application of a roof coating. 3.3 WEATHER CONDITIONS & TEMPERATURE REQUIREMENTS A. Contractor shall proceed with roofing work only when the existing and forecasted weather conditions and surface temperatures will permit work to be performed in accordance with Manufacturer’s recommendations and good roofing practice, including: 1. Ambient air temperature must be 50°F and rising, but not above 120°F during the entire application and curing process. 2. Surface temperatures must be between 50°F and 150°F during application. If surface temperatures exceed 150°F during application, wait for roof to cool. 3. Never apply coating to a wet or damp surface. Roof surface must be free from any moisture with no precipitation in the forecast until coating is dry. Do not apply coating if weather does not permit 4-6 hours of dry time prior to precipitation. Low humidity, low temperatures, cloud cover and calm air will slow the dry time. 4. Extra precaution is needed when applying material in windy conditions. Never spray material when excessive wind conditions exist. Contractor should monitor wind condition to prevent over-spray. If winds become excessive, spraying should stop. 3.4 COATING SYSTEM APPLICATION A. General: Surface preparation is critical prior to application of the coating system. Contractor shall ensure that all surfaces and substrates which are to be coated have been properly prepared and are clean, dry, structurally sound and free from any moisture, dirt, contaminants or any other conditions which may interfere with the application and performance of the coating system. B. Protection and Start-Up Procedures: 1. Contractor shall only apply coating when the existing or forecasted weather conditions and surface temperatures will permit work to be performed as described in Section 1.8. 2. Owner shall be notified of start times so that fresh air intakes may be closed, sealed off or adequately protected and HVAC units shut down. 3. If Contractor is spray applying the coating system, Contractor shall post notices a minimum of 48 hours around building and parking lots prior to any spraying. 4. Contractor shall protect unrelated work and adjacent surfaces from overspray or spillage by using masking tape, plastic/paper sheets, stretch wrap, tarps or plywood, or some other material. 5. Contractor shall remove drain screens and seal the drainpipe to prevent plugging of drain during the coating operation and shall unplug drains and reinstall screens after spray operation has been completed. 18180B Fire Station No. 1 Bond 2018 Page 11 of 12 Fluid-Applied Roofing Project No. 18180B Section 07 56 00 6. Contractor shall follow all of Manufacturer’s mixing instructions for the products prior to application. C. Application Methods: 1. Roller: Minimum ¾” nap roller recommended. Uniflex roof brushes shall be used when embedding fabric. 2. Spray: Airless spray equipment with a recommended minimum air pressure of 2800 psi at the tip and a tip size of .031-.035 (e.g..635 tip) is recommended for best results. 3. Contractor shall frequently verify correct mil thickness by the use of a standard wet mil gauge during application of the coating. 4. During application of the coating, Contractor will look for and correct any pinholes, blisters or conditions which may affect the performance of the roof coating. D. Application of Roof Coating: 1. Apply MB Base Coat - Gray (41-510) at a rate of 1.5 gal/100 sq. ft. 2. Apply Finish Coat of UNIFLEX® Premium Elastomeric (41-300): a. Ten (10) year UNIGUARD Warranty: Apply one (1) layer of primary roof coating at one and a half (1.5) gallons per square [Twenty-four (24) wet mils; Twelve (12) mils DFT]. E. Walkways: (Optional Granular) 1. Prior to walkway surfacing allow for roof to cure for a minimum of 24hrs. 2. Apply additional roof coating in a contrasting color at traffic areas. 3. Apply additional roof coating at a minimum of one (1) gallon per square; Sixteen (16) wet mils. 4. Apply #11 - C93 granules or like granules (.84 to 2.0 minimum in size) roof granules uniformly into wet roof coating at a rate of 25 pounds per 100 square feet. (Note: if different granules are required, contact Uniflex Technical Department) 5. Allow roof coating to dry. 6. Remove loose particles to avoid clogging drains. E. Traffic areas: Cured coating can be slippery. Limit pedestrian traffic to designated walkways. F. Repairs: In the event that the coating is damaged or punctured, repairs are to be performed as follows: 1. Install one (1) coat of Uniflex acrylic roof coating at Sixteen (16) wet mils extending four (4) inches on each side of repair area. 2. Center six (6) inch wide strip of stitch-bonded polyester fabric over existing roof membrane seam and fully embed fabric into roof coating ensuring three (3) inches of fabric on each side of existing roof membrane seam. Brush fabric for proper adhesion and removal of all voids. 3. Apply second coat of Uniflex acrylic roof coating at thirty-two (32) wet mils extending a minimum four (4) inches on each side of existing roof membrane seam ensuring fabric is fully coated and has a smooth and continuous watertight finish. 3.5 FIELD QUALITY CONTROL 18180B Fire Station No. 1 Bond 2018 Page 12 of 12 Fluid-Applied Roofing Project No. 18180B Section 07 56 00 A. Limit traffic on coated surfaces for a minimum of two (2) days. B. Final Observation and Verification: 1. Contractor shall contact Uniflex for warranty issuance requirements and to schedule the final inspection. 2. Prior to demobilization from the site, a final inspection of the roof coating system shall be carried out by the Owner’s Representative, Contractor, and Uniflex Field Technical Representative. Inspection by Uniflex is required for issuance of the final project warranty. Any inspection by Uniflex is for Uniflex warranty purposes only and shall not constitute acceptance of or responsibility for any improper workmanship by Contractor. 3. Any defects and non-compliance with the Specifications, Product Data Sheets or recommendations of Uniflex shall be itemized in a punch list. These items must be corrected by the Contractor to the satisfaction of the Owner and Uniflex prior to demobilization. Failure to satisfactorily complete punch list items will result in non-issuance of the project warranty. 4. Any areas of insufficient coating thickness will require recoating by Contractor. 5. The roof coating system must be fully adhered to the roof substrate. Any voids left under the system must be corrected. 6. All work for Uniflex warranty must be completed using Uniflex materials. Material invoices must be submitted to Uniflex to verify products installed. 7. To maintain warranty eligibility and coverage, Owner must follow all inspection and maintenance requirements described in the Uniflex Owner’s Packet. 3.6 JOB SITE CLEAN UP A. Remove masking and protection. B. Notify Owner project is complete, so HVAC vents can be opened and units restarted. C. Remove all roofing related trash and debris from jobsite and dispose of all such materials in accordance with all federal, state and local requirements for the proper handling and disposal of such materials. END OF SECTION 18180B Fire Station No. 1 Bond 2018 Page 1 of 9 Sheet Metal Flashing & Trim Project No. 18180B Section 07 62 00 SECTION 07 62 00 SHEET METAL FLASHING AND TRIM PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following sheet metal flashing and trim: 1. Formed roof drainage system. 2. Formed low-slope roof flashing and trim. 3. Formed wall flashing and trim. 4. Formed equipment support and curb flashing. B. Related Sections include the following: 1. Division 6 Section "Rough Carpentry" for wood nailers, curbs, and blocking. 2. Division 7 Section "Section 07 41 13 Metal Roof Panels." for installing sheet metal flashing and trim integral with roofing. 1.3 PERFORMANCE REQUIREMENTS A. General: Install sheet metal flashing and trim to withstand wind loads, structural movement, thermally induced movement, and exposure to weather without failing, rattling, leaking, and fastener disengagement. B. Thermal Movements: Provide sheet metal flashing and trim that allow for thermal movements resulting from the following maximum change (range) in ambient and surface temperatures by preventing buckling, opening of joints, hole elongation, overstressing of components, failure of joint sealants, failure of connections, and other detrimental effects. Provide clips that resist rotation and avoid shear stress as a result of sheet metal and trim thermal movements. Base engineering calculation on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss. 1. Temperature Change (Range): 120 deg F, ambient; 180 deg F, material surfaces. C. Water Infiltration: Provide sheet metal flashing and trim that do not allow water infiltration to building interior. 1.4 SUBMITTALS A. Product Data: For each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes. B. Shop Drawings: Show layouts of sheet metal flashing and trim, including plans and elevations. Distinguish between shop- and field-assembled work. Include the following: 18180B Fire Station No. 1 Bond 2018 Page 2 of 9 Sheet Metal Flashing & Trim Project No. 18180B Section 07 62 00 1. Identify material, thickness, weight, and finish for each item and location in Project. 2. Details for forming sheet metal flashing and trim, including profiles, shapes, seams, and dimensions. 3. Details for fastening, joining, supporting, and anchoring sheet metal flashing and trim, including fasteners, clips, cleats, and attachments to adjoining work. 4. Details of expansion-joint covers, including direction of expansion and contraction. C. Samples for Initial Selection: For each type of sheet metal flashing and trim indicated with factory-applied color finishes. 1. Include similar Samples of trim and accessories involving color selection. 1.5 QUALITY ASSURANCE A. Sheet Metal Flashing and Trim Standard: Comply with the following. Conform to dimensions and profiles shown unless more stringent requirements are indicated. 1. NRCA Roofing and Waterproofing Manual (Fifth Edition) for construction details and recommendations. 2. SMACNA Architectural Sheet Metal Manual (Fifth Edition) for construction details. 3. ANSI/SPRI ES-1, “Wind Design Standard for Edge Metal Systems Used with Low Slope Roof Systems”. B. Pre-installation Conference: Conduct conference at Project site to comply with requirements in Division 1 Section "Project Management and Coordination." 1. Meet with Owner, Architect, Owner's insurer if applicable, Installer, and installers whose work interfaces with or affects sheet metal flashing and trim including installers of roofing materials, roof accessories, unit skylights, and roof-mounted equipment. 2. Review methods and procedures related to sheet metal flashing and trim. 3. Examine substrate conditions for compliance with requirements, including flatness and attachment to structural members. 4. Document proceedings, including corrective measures and actions required, and furnish copy of record to each participant. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver sheet metal flashing materials and fabrications undamaged. Protect sheet metal flashing and trim materials and fabrications during transportation and handling. B. Unload, store, and install sheet metal flashing materials and fabrications in a manner to prevent bending, warping, twisting, and surface damage. C. Stack materials on platforms or pallets, covered with suitable weather-tight and ventilated covering. Do not store sheet metal flashing and trim materials in contact with other materials that might cause staining, denting, or other surface damage. 1.7 COORDINATION A. Coordinate installation of sheet metal flashing and trim with interfacing and adjoining construction to provide a leak-proof, secure, and non-corrosive installation. 18180B Fire Station No. 1 Bond 2018 Page 3 of 9 Sheet Metal Flashing & Trim Project No. 18180B Section 07 62 00 PART 2 - PRODUCTS 2.1 MANUFACTURERS A. In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection: 1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, products specified. 2. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, manufacturers specified. 2.2 SHEET METALS A. Zinc-Coated (Galvanized) Steel Sheet: ASTM A 653/A 653M, G90 coating designation; structural quality. B. Pre-painted, Metallic-Coated Steel Sheet: Steel sheet metallic coated by the hot-dip process and pre-painted by the coil-coating process to comply with ASTM A 755/A 755M. 1. Zinc-Coated (Galvanized) Steel Sheet: ASTM A 653/A 653M, G90 coating designation; structural quality. 2. Exposed Finishes: Apply the following coil coating: a. Factory Prime Coating: Where painting after installation is indicated, provide pretreatment and white or light-colored, factory-applied, baked-on epoxy primer coat; with a minimum dry film thickness of 0.2 mil. b. High-Performance Organic Finish: Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. 1) Fluoropolymer 2-Coat System: Manufacturer's standard 2-coat, thermo-cured system consisting of specially formulated inhibitive primer and fluoropolymer color topcoat containing not less than 70 percent polyvinylidene fluoride resin by weight; complying with physical properties and coating performance requirements of AAMA 2604, except as modified below: a) Humidity Resistance: 1000 hours. b) Salt-Spray Resistance: 1000 hours. 2) Color: As selected by Architect from manufacturer's full range. C. Lead Sheet: ASTM B 749, Type L51121, copper-bearing lead sheet. 1. Use prefabricated plumbing vent flashings with factory welded and sealed joints at all plumbing vents. a. Flange: 4” minimum b. Four (4) pounds per square foot minimum. 2.3 UNDERLAYMENT MATERIALS A. Underlayment Material: Cold applied, self-adhering membrane composed of a high strength polyethylene film coated on one side with a layer of rubberized asphalt adhesive and inter- wound with a disposable release sheet. 1. Performance Requirements: a. Thickness membrane, Method A, ASTM D3767, 40 mil. b. Tensile strength, membrane ASTM D412, (Die C Modified), 250 psi. c. Elongation, membrane ASTM D412, (Die C Modified), 250%. d. Low temperature flexibility, ASTM D1970, Unaffected at -20°F. 18180B Fire Station No. 1 Bond 2018 Page 4 of 9 Sheet Metal Flashing & Trim Project No. 18180B Section 07 62 00 e. Adhesion to plywood, ASTM D903, 3 lb/in width. f. Permeance (max), ASTM E96, 0.05 perms max. 2. Basis of Design: Grace Ice & Water Shield. 3. Pre-approved substitution, subject to compliance with all requirements indicated in Section 2.1 above. B. Slip Sheet: Rosin-sized paper, minimum 3 lb/100 sq. ft. 2.4 MISCELLANEOUS MATERIALS A. General: Provide materials and types of fasteners, solder, welding rods, protective coatings, separators, sealants, and other miscellaneous items as required for complete sheet metal flashing and trim installation. B. Fasteners: Wood screws, annular threaded nails, self-tapping screws, self-locking rivets and bolts, and other suitable fasteners designed to withstand design loads. 1. Exposed Fasteners: Heads matching color of sheet metal by means of plastic caps or factory-applied coating. 2. Fasteners for Flashing and Trim: Blind fasteners or self-drilling screws, gasketed, with hex washer head. 3. Blind Fasteners: High-strength aluminum or stainless-steel rivets. C. Solder for Lead: ASTM B 32, Grade Sn50, 50 percent tin and 50 percent lead. D. Solder for Zinc: ASTM B 32, 60 percent lead and 40 percent tin with low antimony, as recommended by manufacturer. E. Burning Rod for Lead: Same composition as lead sheet. F. Elastomeric Sealant: ASTM C 920, elastomeric polyurethane polymer sealant; of type, grade, class, and use classifications required to seal joints in sheet metal flashing and trim and remain watertight. G. Bituminous Coating: Cold-applied asphalt mastic, SSPC-Paint 12, compounded for 15-mil dry film thickness per coat. Provide inert-type non-corrosive compound free of asbestos fibers, sulfur components, and other deleterious impurities. H. Asphalt Roofing Cement: ASTM D 4586, asbestos free, of consistency required for application. 2.5 FABRICATION, GENERAL A. General: Custom fabricate sheet metal flashing and trim to comply with the following recommendations that apply to design, dimensions, metal, and other characteristics of item indicated. Shop-fabricate items where practicable. Obtain field measurements for accurate fit before shop fabrication. 1. NRCA Roofing and Waterproofing Manual (Fifth Edition) for construction details and recommendations. 2. SMACNA Architectural Sheet Metal Manual (Fifth Edition) for construction details. 3. ANSI/SPRI ES-1, “Wind Design Standard for Edge Metal Systems Used with Low Slope Roof Systems”. 18180B Fire Station No. 1 Bond 2018 Page 5 of 9 Sheet Metal Flashing & Trim Project No. 18180B Section 07 62 00 B. Fabricate sheet metal flashing and trim in thickness or weight needed to comply with performance requirements, but not less than that specified for each application and metal. C. Fabricate sheet metal flashing and trim without excessive oil canning, buckling, and tool marks and true to line and levels indicated, with exposed edges folded back to form hems. 1. Seams for Other Than Aluminum: Fabricate nonmoving seams in accessories with flat- lock seams. Tin edges to be seamed, form seams, and solder. D. Sealed Joints: Form non-expansion but movable joints in metal to accommodate elastomeric sealant to comply with NRCA and/or SMACNA recommendations. E. Expansion Provisions: Where lapped or bayonet-type expansion provisions in the Work cannot be used, form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with elastomeric sealant concealed within joints. F. Conceal fasteners and expansion provisions where possible on exposed-to-view sheet metal flashing and trim, unless otherwise indicated. G. Fabricate cleats and attachment devices from same material as accessory being anchored or from compatible, non-corrosive metal. 1. Thickness: As recommended by the following for application but not less than thickness of metal being secured. a. NRCA Roofing and Waterproofing Manual (Fifth Edition) for construction details and recommendations. b. SMACNA Architectural Sheet Metal Manual (Fifth Edition) for construction details. c. ANSI/SPRI ES-1, “Wind Design Standard for Edge Metal Systems Used with Low Slope Roof Systems”. 2.6 ROOF DRAINAGE SHEET METAL FABRICATIONS A. Conductors: Fabricate conductors to match existing or as approved by the owner as required. 1. Fabricate from the following material: a. Pre-painted, Metallic-Coated Steel: 24 gauge. B. Downspouts: Fabricate rectangular downspouts complete with mitered elbows. Furnish with metal hangers, from same material as downspouts, and anchors. 1. Fabricate downspouts from the following material: a. Pre-painted, Metallic-Coated Steel: 24 gauge. 2.7 LOW-SLOPE ROOF SHEET METAL FABRICATIONS. A. Copings: Fabricate in minimum 96-inch- long, but not exceeding 10-foot- long, sections. Fabricate joint plates of same thickness as copings. Furnish with continuous cleats to support edge of external leg and drill elongated holes for fasteners on interior leg. Miter corners, seal, and solder or weld watertight. 1. Joint Style: Butt, with 6-inch- wide exposed cover plates. 2. Fabricate copings from the following material: a. Pre-painted, Metallic-Coated Steel: 24 gauge.. B. Counterflashing: Fabricate from the following material: 1. Galvanized Steel: 24 gauge. 18180B Fire Station No. 1 Bond 2018 Page 6 of 9 Sheet Metal Flashing & Trim Project No. 18180B Section 07 62 00 C. Flashing Receivers: Fabricate from the following material: 1. Galvanized Steel: 24 gauge. D. Roof-Penetration Flashing: Fabricate from the following material: 1. Galvanized Steel: 24 gauge. 2.8 FINISHES A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. B. Protect mechanical and painted finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. C. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if they are within one-half of the range of approved Samples. Noticeable variations in the same piece are not acceptable. Variations in appearance of other components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, to verify actual locations, dimensions and other conditions affecting performance of work. 1. Verify that substrate is sound, dry, smooth, clean, sloped for drainage, and securely anchored. 2. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION, GENERAL A. General: Anchor sheet metal flashing and trim and other components of the Work securely in place, with provisions for thermal and structural movement. Use fasteners, solder, welding rods, protective coatings, separators, sealants, and other miscellaneous items as required to complete sheet metal flashing and trim system. 1. Torch cutting of sheet metal flashing and trim is not permitted. B. Metal Protection: Where dissimilar metals will contact each other or corrosive substrates, protect against galvanic action by painting contact surfaces with bituminous coating or by other permanent separation as recommended by fabricator or manufacturers of dissimilar metals. 1. Coat underside of sheet metal flashing and trim with bituminous coating where flashing and trim will contact wood, ferrous metal, or cementitious construction. 2. Underlayment: Where installing metal flashing directly on cementitious or wood substrates, install a course of felt underlayment and cover with a slip sheet or install a course of polyethylene underlayment. 3. Bed flanges in thick coat of asphalt roofing cement where required for waterproof performance. 18180B Fire Station No. 1 Bond 2018 Page 7 of 9 Sheet Metal Flashing & Trim Project No. 18180B Section 07 62 00 C. Install exposed sheet metal flashing and trim without excessive oil canning, buckling, and tool marks. D. Install sheet metal flashing and trim true to line and levels indicated. Provide uniform, neat seams with minimum exposure of solder, welds, and elastomeric sealant. E. Install sheet metal flashing and trim to fit substrates and to result in watertight performance. Verify shapes and dimensions of surfaces to be covered before fabricating sheet metal. 1. Space cleats not more than 12 inches apart. Anchor each cleat with two fasteners. Bend tabs over fasteners. F. Expansion Provisions: Provide for thermal expansion of exposed flashing and trim. Space movement joints at a maximum of 10 feet with no joints allowed within 24 inches of corner or intersection. Where lapped or bayonet-type expansion provisions cannot be used or would not be sufficiently watertight, form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with elastomeric sealant concealed within joints. G. Fasteners: Use fasteners of sizes that will penetrate substrate not less than 1-1/4 inches for nails and not less than 3/4 inch for wood screws. 1. Galvanized or Pre-painted, Metallic-Coated Steel: Use stainless-steel fasteners. 2. Stainless Steel: Use stainless-steel fasteners. H. Seal joints with elastomeric sealant as required for watertight construction. 1. Where sealant-filled joints are used, embed hooked flanges of joint members not less than 1 inch into sealant. Form joints to completely conceal sealant. When ambient temperature at time of installation is moderate, between 40 and 70 deg F, set joint members for 50 percent movement either way. Adjust setting proportionately for installation at higher ambient temperatures. Do not install sealant-type joints at temperatures below 40 deg F. 2. Prepare joints and apply sealants to comply with requirements in Division 7 Section "Joint Sealants." I. Soldered Joints: Clean surfaces to be soldered, removing oils and foreign matter. Pre-tin edges of sheets to be soldered to a width of 1-1/2 inches except where pre-tinned surface would show in finished Work. 1. Do not solder pre-painted, metallic-coated steel sheet. 2. Stainless-Steel Soldering: Pre-tin edges of uncoated sheets to be soldered using solder recommended for stainless steel and phosphoric acid flux. Promptly wash off acid flux residue from metal after soldering. 3. Do not use open-flame torches for soldering. Heat surfaces to receive solder and flow solder into joints. Fill joints completely. Completely remove flux and spatter from exposed surfaces. 3.3 ROOF DRAINAGE SYSTEM INSTALLATION A. General: Install sheet metal roof drainage items to produce complete roof drainage system according to the following and as indicated. Coordinate installation of roof perimeter flashing with installation of roof drainage system. 1. NRCA Roofing and Waterproofing Manual (Fifth Edition) for construction details and recommendations. 2. ANSI/SPRI ES-1, “Wind Design Standard for Edge Metal Systems Used with Low Slope Roof Systems”. 3. SMACNA Architectural Sheet Metal Manual (Fifth Edition) for construction details. 18180B Fire Station No. 1 Bond 2018 Page 8 of 9 Sheet Metal Flashing & Trim Project No. 18180B Section 07 62 00 B. Conductors: Fabricate conductors to match existing or as approved by the owner. Attach conductors to exterior wall and to downspouts. C. Downspouts: Join sections with 1-1/2-inch telescoping joints. Provide fasteners designed to hold downspouts securely 1 inch away from walls; locate fasteners at top and bottom and at approximately 60 inches o.c. in between. 1. Provide elbows at base of downspout to direct water away from building. 2. Connect downspouts to underground drainage system indicated. 3.4 ROOF FLASHING INSTALLATION A. General: Install sheet metal roof flashing and trim to comply with performance requirements and the following. Provide concealed fasteners where possible, set units true to line, and level as indicated. Install work with laps, joints, and seams that will be permanently watertight. 1. NRCA Roofing and Waterproofing Manual (Fifth Edition) for construction details and recommendations. 2. ANSI/SPRI ES-1, “Wind Design Standard for Edge Metal Systems Used with Low Slope Roof Systems”. 3. SMACNA Architectural Sheet Metal Manual (Fifth Edition) for construction details. B. Copings: Anchor to resist uplift and outward forces according to recommendations in FMG Loss Prevention Data Sheet 1-49 for specified wind zone and as indicated. 1. Interlock exterior bottom edge of coping with continuous cleats anchored to substrate at 16-inch centers. 2. Anchor interior leg of coping with screw fasteners and washers at 18-inch centers. C. Pipe or Post Counterflashing: Install counterflashing umbrella with close-fitting collar with top edge flared for elastomeric sealant, extending a minimum of 4 inches over base flashing. Install stainless-steel draw band and tighten. D. Counterflashing: Coordinate installation of counterflashing with installation of base flashing. Insert counterflashing in reglet or receivers and fit tightly to base flashing. Extend counterflashing 4 inches over base flashing. Lap counterflashing joints a minimum of 4 inches and bed with elastomeric sealant. 1. Secure in a waterproof manner by means of interlocking folded seam or blind rivets and sealant. E. Roof-Penetration Flashing: Coordinate installation of roof-penetration flashing with installation of roofing and other items penetrating roof. Install flashing as follows: 1. Turn lead flashing down inside vent piping, being careful not to block vent piping with flashing. 2. Seal with elastomeric sealant and clamp flashing to pipes penetrating roof except for lead flashing on vent piping. 3.5 MISCELLANEOUS FLASHING INSTALLATION A. Equipment Support Flashing: Coordinate installation of equipment support flashing with installation of roofing and equipment. Weld or seal flashing with elastomeric sealant to equipment support member. 18180B Fire Station No. 1 Bond 2018 Page 9 of 9 Sheet Metal Flashing & Trim Project No. 18180B Section 07 62 00 3.6 CLEANING AND PROTECTION A. Clean exposed metal surfaces of substances that interfere with uniform oxidation and weathering. B. Clean and neutralize flux materials. Clean off excess solder and sealants. C. Remove temporary protective coverings and strippable films as sheet metal flashing and trim are installed. On completion of installation, clean finished surfaces, including removing unused fasteners, metal filings, pop rivet stems, and pieces of flashing. Maintain in a clean condition during construction. D. Replace sheet metal flashing and trim that have been damaged or that have deteriorated beyond successful repair by finish touchup or similar minor repair procedures. END OF SECTION 18180B Fire Station No. 1 Bond 2018 Page 1 of 2 Joint Protection Project No. 18180B 07 90 00 SECTION 07 90 00 JOINT PROTECTION PART 1 GENERAL 1.1 SECTION INCLUDES A. Preparing substrate surfaces. B. Sealant and joint backing. 1.2 REFERENCES A. ASTM C919 - Use of Sealants in Acoustical Applications. B. ASTM C920 - Elastomeric Joint Sealants. C. ASTM D1565 - Flexible Cellular Materials - Vinyl Chloride Polymers and Copolymers (Open-Cell Foam). 1.3 SUBMITTALS A. Product Data: Provide data indicating sealant chemical characteristics, performance criteria, substrate preparation, limitations, color availability. B. Manufacturer's Installation Instructions: Indicate special procedures, surface preparation, perimeter conditions requiring special attention. 1.4 QUALITY ASSURANCE A. Perform work in accordance with sealant manufacturer's requirements for preparation of surfaces and material installation instructions. B. Perform acoustical sealant application work in accordance with ASTM C919. C. Maintain one copy of each document on site. 1.5 QUALIFICATIONS A. Manufacturer: Company specializing in manufacturing the Products specified in this section with minimum 5 years documented experience. B. Applicator: Company specializing in performing the work of this section with minimum 3 years documented experience approved by manufacturer. 1.6 ENVIRONMENTAL REQUIREMENTS A. Maintain temperature and humidity recommended by the sealant manufacturer during and after installation. 1.7 COORDINATION A. Coordinate work with all disciplines. B. Coordinate the work with all sections referencing this section. 1.8 WARRANTY A. Provide five year warranty. B. Warranty: Include coverage for installed sealants and accessories which fail to achieve water tight seal, exhibit loss of adhesion or cohesion, or do not cure. PART 2 PRODUCTS 2.1 SEALANTS A. Silicone Sealant: Single component, low modulus, moisture curing, non-sagging, non-staining, non- bleeding; color as selected; Spectrum 1 manufactured by Tremco. 18180B Fire Station No. 1 Bond 2018 Page 2 of 2 Joint Protection Project No. 18180B 07 90 00 1. Elongation Capability 100 percent 2. Service Temperature Range -65 to 300 degrees 3. TT-S-00230C (COMB-NBS) Type III, Class A. 4. TT-S-001543A (COM-NBS) Class A. ASTM 920-86. 5. Type S, Grade NS, Class 25. B. Acoustical Sealant: Tremco Acoustical Sealant C. Exterior flatwork joint cap sealant: (where green streak G610 and G628 are not used): Pourable type sealant (conforming to requirements of AASTO M173 or ASTM D1190) FS TT-S-00227e, Type I at flatwork; Type II non-sag at CMU wall. 2.2 ACCESSORIES A. Primer: Non-staining type, recommended by sealant manufacturer to suit application. B. Joint Cleaner: Non-corrosive and non-staining type, recommended by sealant manufacturer; compatible with joint forming materials. C. Joint Backing: ASTM D1565; round, cell polyethylene foam rod; oversized 30 to 50 percent larger than joint width. D. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that substrate surfaces and joint openings are ready to receive work. B. Verify that joint backing and release tapes are compatible with sealant. 3.2 PREPARATION A. Remove loose materials and foreign matter which might impair adhesion of sealant. B. Clean and prime joints in accordance with manufacturer's instruction. C. Perform preparation in accordance with manufacturer's instructions. D. Protect elements surrounding the work of this section from damage or disfiguration. 3.3 INSTALLATION A. Install sealant in accordance with manufacturer's instructions. B. Measure joint dimensions and size materials to achieve required 2:1 width/depth ratios. C. Install joint backing to achieve a neck dimension no greater than 1/3 of the joint width. D. Install bond breaker where joint backing is not used. E. Install sealant free of air pockets, foreign embedded matter, ridges, and sags. F. Apply sealant within recommended application temperature ranges. Consult manufacturer when sealant cannot be applied within these temperature ranges. G. Tool joints concave. 3.4 CLEANING A. Clean work as required during the course of construction. B. Clean adjacent soiled surfaces. 3.5 PROTECTION OF FINISHED WORK A. Protect finished installation. B. Protect sealants until cured. END OF SECTION 18180B Fire Station No. 1 Bond 2018 1 of 5 Painting Project No. 18180B Section 09 91 00 SECTION 09 91 00 PAINTING PART 1 GENERAL 1.1 SECTION INCLUDES A. Surface preparation and field application of paints and coatings. 1.2 REFERENCES A. ASTM D16 - Definitions of Terms Relating to Paint, Varnish, Lacquer, and Related Products. B. ASTM D2016 - Test Method for Moisture Content of Wood. C. AWWA (American Water Works Association) - C204 -Chlorinated Rubber-Alkyd Paint Systems for the Exterior of Above Ground Steel Water Piping. D. NACE (National Association of Corrosion Engineers) -Industrial Maintenance Painting. E. NPCA (National Paint and Coatings Association) - Guide to U.S. Government Paint Specifications. F. PDCA (Painting and Decorating Contractors of America) -Painting - Architectural Specifications Manual. G. SSPC (Steel Structures Painting Council) - Steel Structures Painting Manual. 1.3 SYSTEM DESCRIPTION A. Provide all labor, material and equipment for priming, painting, coating or staining the following: 1. Exterior and (exposed to view) interior primed or unprimed ferrous metal. 2. Exterior and (exposed to view) interior galvanized surfaces and sheet metal. 3. Exterior and (exposed to view) interior wood. B. Following items are not to be painted: 1. Pre-finished metal flashing/trim/siding & roofing. 2. Stainless steel or aluminum items (including door frames). 3. Copper (piping and flashing). 4. Prefinished equipment that is factory primed and painted to suitable finish, unless specifically shown to be job painted for color coordination purposes. 5. Grab bars/Plastic laminate covered doors & cabinetwork. 6. Plumbing fixtures or toilet accessories. 7. Exterior masonry surfaces. 8. Finish flooring or Suspended Lay-in ceilings. C. It is intended that all interior and exterior exposed surfaces be finished; either factory prefinished or coated/painted on the job except unfinished items listed above as not to be painted. This includes wall/ceiling surfaces, etc., in ancillary spaces such as mechanical spaces. 1.4 SUBMITTALS A. Submit under provisions of Section 01 33 00, Submittal Procedures. B. Product Data: Manufacturer's data sheets on each paint and coating product should include: 1. Product characteristics. 2. Surface preparation instructions and recommendations. 3. Primer requirements and finish specification. 4. Storage and handling requirements and recommendations. 5. Application methods. 6. Clean-up Information. 18180B Fire Station No. 1 Bond 2018 2 of 5 Painting Project No. 18180B Section 09 91 00 C. Selection Samples: Submit a complete set of color chips that represent the full range of manufacturer’s color samples available. D. Coating Maintenance Manual: upon conclusion of the project, the Contractor or paint manufacturer/supplier shall furnish a coating maintenance manual, such as Sherwin- Williams “Custodian Paint Maintenance Manual” report or equal. Manual shall include an Area Summary with finish schedule, Area Detail designating where each product/color/finish was used, product data pages, Safety Data Sheets, care and cleaning instructions, touch-up procedures, and color samples of each color and finish used. 1.5 DEFINITIONS A. Conform to ASTM D16 for interpretation of terms used in this Section. 1.6 QUALIFICATIONS A. Manufacturer: Company specializing in manufacturing the Products specified in this section with minimum ten years documented experience. B. Applicator: Company specializing in performing the work of this section with minimum 5 years documented experience approved by manufacturer. 1.7 REGULATORY REQUIREMENTS A. Conform to applicable code for flame and smoke rating requirements for finishes. B. Materials used on this project shall contain no lead. 1.8 FIELD SAMPLES A. Provide field sample of paint under provisions of Section 01 45 00. B. Locate where directed. C. Accepted sample may remain as part of the Work. 1.9 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, protect and handle products to site under provisions of Section 01 60 00. B. Deliver products to site in sealed and labeled containers; inspect to verify acceptability. C. Container label to include manufacturer's name, type of paint, brand name, lot number, brand code, coverage, surface preparation, drying time, cleanup requirements, color designation, and instructions for mixing and reducing. D. Store paint materials at minimum ambient temperature of 45 degrees F and a maximum of 90 degrees F, in ventilated area, and as required by manufacturer's instructions. 1.10 ENVIRONMENTAL REQUIREMENTS A. Do not apply materials when surface and ambient temperatures are outside the temperature ranges required by the paint product manufacturer. B. Do not apply exterior coatings during rain or snow, or when relative humidity is outside the humidity ranges required by the paint product manufacturer. C. Minimum Application Temperatures for Latex Paints: 45 degrees F for interiors; 50 degrees F for exterior; unless required otherwise by manufacturer's instructions. D. Minimum Application Temperature for Varnish Finishes: 65 degrees F for interior or exterior, unless required otherwise by manufacturer's instructions. E. Provide lighting level of 60 ft candles measured mid-height at substrate surface. 1.11 EXTRA MATERIALS A. Furnish under provisions of Section 01 70 00. B. Provide 1 gallon of each color, type, and surface texture to Owner. C. Label each container with color, type, texture, room locations, and in addition to the manufacturer's label. 18180B Fire Station No. 1 Bond 2018 3 of 5 Painting Project No. 18180B Section 09 91 00 PART 2 PRODUCTS 2.1 MANUFACTURERS A. Manufacturers - Paint 1. PPG. 2. Benjamin Moore. 3. Sherwin-Williams. B. Manufacturers - Primer Sealers 1. PPG 2. Benjamin Moore. 3. Sherwin-Williams. C. Manufacturers - Field Catalyzed Coatings 1. PPG 2. Benjamin Moore. 3. Sherwin-Williams. D. Substitutions: Under provisions of Section 01 60 00. 2.2 MATERIALS A. Coatings: Ready mixed, except field catalyzed coatings. Process pigments to a soft paste consistency, capable of being readily and uniformly dispersed to a homogeneous coating; good flow and brushing properties; capable of drying or curing free of streaks or sags. B. Accessory Materials: Linseed oil, shellac, turpentine, paint thinners and other materials not specifically indicated but required to achieve the finishes specified, of commercial quality. C. Patching Materials: Latex filler. D. Fastener Head Cover Materials: Latex filler. 2.3 FINISHES A. Refer to schedule at end of section for surface finish schedule. PART 3 EXECUTION 3.1 EXAMINATION A. Verify site conditions. B. Verify that substrate conditions are ready to receive work as instructed by the product manufacturer. C. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may potentially affect proper application. D. Test shop applied primer for compatibility with subsequent cover materials. E. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes unless moisture content of surfaces are below the following maximums: 1. Masonry, Concrete, and Concrete Unit Masonry: 12 percent. 2. Interior Wood: 15 percent, measured in accordance with ASTM D2016. 3. Exterior Wood: 15 percent, measured in accordance with ASTM D2016. 4. Concrete Floors: 8 percent. 5. Plaster and Gypsum Wallboard: 12 percent. 3.2 PREPARATION A. Remove or mask electrical plates, hardware, light fixture trim, escutcheons, and fittings prior to preparing surfaces or finishing. B. Correct defects and clean surfaces which affect work of this section. C. Seal with shellac and seal marks which may bleed through surface finishes. D. Impervious Surfaces: Remove mildew by scrubbing with solution of tri-sodium phosphate 18180B Fire Station No. 1 Bond 2018 4 of 5 Painting Project No. 18180B Section 09 91 00 and bleach. Rinse with clean water and allow surface to dry. E. Aluminum Surfaces Scheduled for Paint Finish: Remove surface contamination by steam or high pressure water. Remove oxidation with acid etch and solvent washing. Apply etching primer immediately following cleaning. F. Concrete Floors (if being painted): Remove contamination, acid etch, and rinse floors with clear water. Verify required acid-alkali balance is achieved. Allow to dry. G. Gypsum Board Surfaces: Fill minor defects with filler compound. Spot prime defects after repair. H. Galvanized Surfaces: Remove surface contamination and oils and wash with SSPC lacquer thinner or solvent wipe. Apply coat of etching primer. I. Concrete and Surfaces Scheduled to Receive Paint Finish: Remove dirt, loose mortar, scale, salt or alkali powder, and other foreign matter. Remove oil and grease with a solution of tri-sodium phosphate; rinse well and allow to dry. Remove stains caused by weathering of corroding metals with a solution of sodium metasilicate after thoroughly wetting with water. Allow to dry. J. Uncoated Steel and Iron Surfaces: Remove grease, mill scale, weld splatter, dirt, and rust. Where heavy coatings of scale are evident, remove by power tool wire brushing or sandblasting; clean by washing with solvent. Apply a treatment of phosphoric acid solution, ensuring weld joints, bolts, and nuts are similarly cleaned. Spot prime paint after repairs. K. Shop Primed Steel Surfaces: Sand and scrape to remove loose primer and rust. Feather edges to make touch-up patches inconspicuous. Clean surfaces with solvent. Prime bare steel surfaces. Prime metal items including shop primed items. L. Interior and Exterior Wood Items Scheduled to Receive Paint Finish: Wipe off dust, grit, and foreign matter prior to priming. Seal knots, pitch streaks, and sappy sections with sealer. Fill nail holes and cracks after primer has dried; sand between coats. M. Fiber Cement Board (Primed): Wipe off dust, grit, and foreign matter prior to painting. 3.3 APPLICATION A. Apply products in accordance with manufacturer's instructions. B. Do not apply finishes to surfaces that are not dry. C. Apply each coat to uniform finish. D. Apply each coat of paint slightly darker than preceding coat unless otherwise approved. E. Sand wood and metal lightly between coats to achieve required finish. F. Vacuum clean surfaces free of loose particles. Use tack cloth just prior to applying next coat. G. Allow applied coat to dry before next coat is applied. H. Where clear finishes are required, tint fillers to match wood. Work fillers into the grain before set. Wipe excess from surface. I. Prime concealed surfaces of interior and exterior woodwork with primer paint. 3.4 FINISHING MECHANICAL AND ELECTRICAL EQUIPMENT A. Paint shop primed equipment. B. Paint exposed conduit and electrical equipment occurring in finished areas. C. Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and fittings removed prior to finishing. D. Remove unfinished louvers, grilles, covers, and access panels on mechanical and electrical components and paint separately. E. Paint interior surfaces of air ducts that are visible through grilles and louvers with one coat of flat black paint, to visible surfaces. Paint dampers exposed behind louvers, grilles, to match face panels. F. Paint both sides and edges of plywood backboards for electrical and telephone equipment before installing equipment. G. Prime and paint insulated and exposed pipes, conduit boxes, insulated and exposed ducts, 18180B Fire Station No. 1 Bond 2018 5 of 5 Painting Project No. 18180B Section 09 91 00 hangers, brackets, collars and supports except where items are prefinished. 3.5 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provisions of Section 01 45 00. 3.6 CLEANING A. Clean work under provisions of 01 70 00. B. Collect waste material which may constitute a fire hazard, place in closed metal containers and remove daily from site. 3.7 SCHEDULE - SHOP PRIMED ITEMS FOR SITE FINISHING A. N/A. 3.8 SCHEDULE - EXTERIOR SURFACES A. Ferrous & Non-Ferrous Metals Primer: Sherwin Williams - Pro Industrial™ Pro-Cryl® Universal Primer, B66-310 Series Two coats: Sherwin Williams - Pro Industrial Acrylic B. Wood Primer: Sherwin Williams - Exterior Latex Wood Primer, B42W8041 Two coats: Sherwin Williams - A-100 Exterior Latex C. Exterior Insulation & Finish System (EIFS) Refer to Section 07 24 00. 3.9 SCHEDULE - COLORS A. Colors to be selected by Architect and approved by Owner. END OF SECTION 18180B FIRE STATION 1 BOND 2018 (FMAC) CORPUS CHRISTI, TEXAS THIS IS TO GIVE NOTICE AND CERTIFY THAT THE TEXAS BOARDOF ARCHITECTURAL EXAMINERS (TBAE) HAS JURISDICTIONOVER THE PROFESSIONAL PRACTICE OF ARCHITECTURE. FORQUESTIONS CONCERNING THE PROFESSIONALPRACTICE OF ARCHITECTURE IN THE STATE OF TEXAS,CONTACT THE TBAE AT (512) 305-9000, www.tbae.state.tx.us ORWRITE TO THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS,P.O. BOX 12337, AUSTIN, TEXAS 78711-2337801 NAVIGATION, SUITE 300 CORPUS CHRISTI, TX 78408 PH. (361) 883-1984 FAX (361) 883-1986 TBPE FIRM NO. F-366 TBPLS FIRM NO. 10126500 WWW.LNVINC.COM engineers surveyorsarchitects TBAE REG. NO. BR599LOCATION MAP18180B FIRE STATION 1BOND 2018 (FMAC)CORPUS CHRISTI, TEXASJUNE 2019PROJECT LOCATIONFIRE STATION No.1514 BELDEN ST.CORPUS CHRISTI, TX. 784011TITLE SHEET1 VICINITY MAP801 NAVIGATION, SUITE 300CORPUS CHRISTI, TX 78408PH. (361) 883-1984FAX (361) 883-1986TBPE FIRM NO. F-366TBPLS FIRM NO. 10126500WWW.LNVINC.COMengineerssurveyorsarchitectsTBAE REG. NO. BR599 CAACAB18180B FIRE STATION 1 BOND 2018 (FMAC) CORPUS CHRISTI, TEXAS THIS IS TO GIVE NOTICE AND CERTIFY THAT THE TEXAS BOARDOF ARCHITECTURAL EXAMINERS (TBAE) HAS JURISDICTIONOVER THE PROFESSIONAL PRACTICE OF ARCHITECTURE. FORQUESTIONS CONCERNING THE PROFESSIONALPRACTICE OF ARCHITECTURE IN THE STATE OF TEXAS,CONTACT THE TBAE AT (512) 305-9000, www.tbae.state.tx.us ORWRITE TO THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS,P.O. BOX 12337, AUSTIN, TEXAS 78711-2337801 NAVIGATION, SUITE 300 CORPUS CHRISTI, TX 78408 PH. (361) 883-1984 FAX (361) 883-1986 TBPE FIRM NO. F-366 TBPLS FIRM NO. 10126500 WWW.LNVINC.COM engineers surveyorsarchitects TBAE REG. NO. BR599 2ROOF PLAN & NOTES2 LOWHIGH(AERIAL)AROOF PLAN - IMPROVEMENTS/REPAIRS81181191LOWHIGH912211111105SIMILAR43KEYED NOTESMARKDESCRIPTIONNOTES: ROOF AREA "A"NOTES: ROOF AREA "B"NOTES: ROOF AREA "C"SYMBOL LEGENDXXXXESTIMATED QUANTITIES SUMMARYITEMDESCRIPTIONUNITESTIMATEDQUANTITYDBCA P118180B FIRE STATION 1 BOND 2018 (FMAC) CORPUS CHRISTI, TEXAS THIS IS TO GIVE NOTICE AND CERTIFY THAT THE TEXAS BOARDOF ARCHITECTURAL EXAMINERS (TBAE) HAS JURISDICTIONOVER THE PROFESSIONAL PRACTICE OF ARCHITECTURE. FORQUESTIONS CONCERNING THE PROFESSIONALPRACTICE OF ARCHITECTURE IN THE STATE OF TEXAS,CONTACT THE TBAE AT (512) 305-9000, www.tbae.state.tx.us ORWRITE TO THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS,P.O. BOX 12337, AUSTIN, TEXAS 78711-2337801 NAVIGATION, SUITE 300 CORPUS CHRISTI, TX 78408 PH. (361) 883-1984 FAX (361) 883-1986 TBPE FIRM NO. F-366 TBPLS FIRM NO. 10126500 WWW.LNVINC.COM engineers surveyorsarchitects TBAE REG. NO. BR599P2P3P4P5P6P7P8P9 3EXISTING PHOTOS & SITE PLAN3 ASITE PLANP10P11 18180B FIRE STATION 1BOND 2018 (FMAC)CORPUS CHRISTI, TEXASTHIS IS TO GIVE NOTICE AND CERTIFY THAT THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS (TBAE) HAS JURISDICTION OVER THE PROFESSIONAL PRACTICE OF ARCHITECTURE. FOR Q U E S T I O N S C O N C E R N I N G T H E P R O F E S S I O N A L PRACTICE OF ARCHITECTURE IN THE STATE OF TEXAS, CONTACT THE TBAE AT (512) 305-9000, www.tbae.state.tx.us OR WRITE TO THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS, P.O. BOX 12337, AUSTIN, TEXAS 78711-2337 801 NAVIGATION, SUITE 300CORPUS CHRISTI, TX 78408PH. (361) 883-1984FAX (361) 883-1986TBPE FIRM NO. F-366TBPLS FIRM NO. 10126500WWW.LNVINC.COMengineerssurveyorsarchitectsTBAE REG. NO. BR5994 EXTERIOR ELEVATIONS4 A NORTH ELEVATION B EAST ELEVATION C WEST ELEVATION D SOUTH ELEVATION 1 SIMILAR 1 2 11 9 1 2 11 1 10 9 8 11 8 11 8 11 3 3 9 EIFS REPAIR & SPLICING PROCEDURE 7 7 7 7 6 6 6 18180B FIRE STATION 1 BOND 2018 (FMAC) CORPUS CHRISTI, TEXAS THIS IS TO GIVE NOTICE AND CERTIFY THAT THE TEXAS BOARDOF ARCHITECTURAL EXAMINERS (TBAE) HAS JURISDICTIONOVER THE PROFESSIONAL PRACTICE OF ARCHITECTURE. FORQUESTIONS CONCERNING THE PROFESSIONALPRACTICE OF ARCHITECTURE IN THE STATE OF TEXAS,CONTACT THE TBAE AT (512) 305-9000, www.tbae.state.tx.us ORWRITE TO THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS,P.O. BOX 12337, AUSTIN, TEXAS 78711-2337801 NAVIGATION, SUITE 300 CORPUS CHRISTI, TX 78408 PH. (361) 883-1984 FAX (361) 883-1986 TBPE FIRM NO. F-366 TBPLS FIRM NO. 10126500 WWW.LNVINC.COM engineers surveyorsarchitects TBAE REG. NO. BR599 5DETAILS5 1ROOF EAVE DETAIL2ROOF EAVE @ GUTTER DETAIL3ROOF RIDGE DETAIL4ROOF TRANSITION DETAIL5ROOF RAKE TO WALL DETAIL8ROOF RAKE DETAIL9ROOF HIGH SIDE TO WALL DETAIL10ROOF HIGH SIDE TO WALL DETAIL11ROOF RAKE DETAIL6WINDOW JAMB DETAIL7EIFS SPLICING DETAIL 18180B FIRE STATION 1 BOND 2018 (FMAC) CORPUS CHRISTI, TEXAS 801 NAVIGATION, SUITE 300 CORPUS CHRISTI, TX 78408 PH. (361) 883-1984 FAX (361) 883-1986 TBPE FIRM NO. F-366 TBPLS FIRM NO. 10126500 WWW.LNVINC.COM engineers surveyorsarchitects TBAE REG. NO. BR599 6WIND PRESSURE & WALL UPLIFT DIAGRAM61NET UPLIFT PRESSURE AT ROOF & WIND WALL PRESSUREAELEVATIONAELEVATIONABTHE SEAL APPEARING ON THIS DOCUMENT WASAUTHORIZED BY DOUGLAS H. LAWRENCE, P.E. NO. 109521ON 8-21-19. ALTERATION OF A SEALED DOCUMENTWITHOUT PROPER NOTIFICATION TO THE RESPONSIBLEENGINEER IS AN OFFENSE UNDER THE TEXASENGINEERING PRACTICE ACT. 00 6113 PERFORMANCE BOND BOND NO. 4403234 Contractor as Principal Name: Gourley Contracting. LLC Mailing address (principal place of business): 4921 Ambassador Row Corpus Christi, TX 78416 Owner Name: City of Corpus Christi, Texas Mailing address (principal place of business): Engineering Services 1201 Leopard Street Corpus Christi, Texas 78469 Contract Project name and number: FMAC Proiect No. 18180B Fire Station #1 (Roof Improvements) Award Date of the Contract: September 24, 2019 Contract Price: 5421.980.00 Bond Date of Bond: October 7th, 2019 (Date of Bond cannot be earlier than Award Date of the Contract) Surety Name: FCCI Insurance Company Mailing address (principal place of business): 2435 N. Central Expressway, Ste 1000 Richardson, TX 75080 Physical address (principal place of business): 2435 N. Central Expressway, Ste 1000 Richardson, TX 75080 Surety is a corporation organized and existing under the laws of the state of: Florida By submitting this Bond, Surety affirms its authority to do business in the State of Texas and its license to execute bonds in the State of Texas. Telephone (main number): 972-338-3394 Telephone (for notice of claim): 800-226-3224 Local Agent for Surety Name: Address: Higginbotham Ins. Agency/Aaron Endris 500 N. Shoreline, 1200 Corpus Christi, TX 78401 Telephone: 361-883-1711 Email Address: aendris@higginbotham.net The address of the surety company to which any notice of claim should be sent may be obtained from the Texas Dept. of Insurance by calling the following toll-free number: 1-800-252-3439 FMAC Performance Bond 18180B Fire Station #1 (Roof Improvements) 006113-1 7-8-2014 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 required by the Contract 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 same extent as if it were copied at length herein. Venue shall lie exclusively in Nueces County, Texas for any legal action. , Contractor as -Priv i‘al Sinature: '/� !, p4 / Surety .i Signature: OF , Name: Michele Durrill Name: Tricia Balolong Title: President Title: Attorney in Fact Email Address: Aire 9a y1Lr Jf rrtft2(1-/ lc.rn,64 Email Address: (Attach Power of tbalolong@higginbotham.net Attorney and place surety seal below) Sc; -- i V., t; -.E`%d 8;it4to`' END OF SECTION FMAC Performance Bond 18180B Fire Station #1 (Roof Improvements) 006113-2 7-8-2014 FCCI INSURANCE GROUP More than a policy. A promise. GENERAL POWER OF ATTORNEY 10-00082364 Know all men by these presents: That the FCCI Insurance Company, a Corporation organized and existing under the laws of the State of Florida (the "Corporation") does make, constitute and appoint: Aaron Endris; Mary Ellen Moore; Alicia Grumbles; Sherri Collins; Gwendolyn Johnston; Jack L Henry; Michael R Simon; Tricia Balolong; Tracy L Miller; William Mitchell Jennings; James R Reid; Katie Rogers Each, its true and lawful Attorney -In -Fact, to make, execute, seal and deliver, for and on its behalf as surety, and as its act and deed in all bonds and undertakings provided that no bond or undertaking or contract of suretyship executed under this authority shall exceed the sum of (not to exceed $7,500,000): $7,500,000.00 This Power of Attorney is made and executed by authority of a Resolution adopted by the Board of Directors. That resolution also authorized any further action by the officers of the Company necessary to effect such transaction. The signatures below and the seal of the Corporation may be affixed by facsimile, and any such facsimile signatures or facsimile seal shall be binding upon the Corporation when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached. In witness whereof, the FCCI Insurance Company has caused these presen s to be signed by its duly authorized officers and its corporate Seal to be hereunto affixed, this 25T" day of September , 2016 . p ; ............. R 7 Attest Craig-4ohns, n, President •'�;` ` ;�: Thom Koval Esq., EVP, Chie Officer, FCCI'1"nsurce Company SEAL Gov ment Affairs and Corporate Secretary 1994 .oFslo? FCCI Insurance Company State of Florida County of Sarasota Before me this day personally appeared Craig Johnson, who is personally known to me and who executed the foregoing document for the purposes expressed therein. My commission expires: 9/25/2020 State of Florida County of Sarasota Arlene Ae * • * Notary Public, Sleee of of Fkxida Commission No GG 19777 4."I" A My Commission Expires: 09/25120 Notary Public Before me this day personally appeared Thomas A. Koval, Esq., who is personally known to me and who executed the foregoing document for the purposes expressed therein. My commission expires: 9/25/2020 ▪ .14 Arline Alonso • Naar)Public, stntemtFlorida % Commission No GG 19777 My Commis mon Expires' 09/25/20 CERTIFICATE Notary Public I, the undersigned Secretary of FCCI Insurance Company, a Florida Corporation, DO HEREBY CERTIFY that the foregoing Power of Attorney remains in full force and has not been revoked; and furthermore that the February 24, 2011 Resolution of the Board of Directors, referenced in said Power of Attorney, is now in force. Dated this r~day of gG j0fayL , 1-1ONA-3592-NA-04, 8/16 Thome? Koval, Esq., EVP, Legal Officer, Gov rr ent Affairs and Corporate ecretary DocuGard #04546 contains a security pantograph, blue background, heat -sensitive ink. coin -reactive watermark, and microtext printing on border amt SENSITIVE SyE FS >II NEAT 0' IMPORTANT NOTICE To obtain information or make a complaint You may call FCCI Insurance Group's (FCCI)* toll-free telephone number for information or to make a complaint at 1-800-226-3224. You may also write to FCCI Insurance Group Compliance Department e-mail at StateComplaintsna.foci-orouo.com. For Claims, you may write to FCCI Insurance Group Claim Department e-mail at newclaim(cr�.fcci-arouD.com. You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at 1-800-252-3439. You may write the Texas Department of Insurance: PO Box 149104 Austin TX 78714-9104 Fax: 1-512-475-1771 Web: htto://www.tdi.state.tx.us E-mail: ConsumerProtection a(tdi.state.tx.us PREMIUM OR CLAIM DISPUTES Should you have a dispute concerning your premium or about a claim you should contact FCCI first. If the dispute is not resolved, you may contact the Texas Department of insurance. ATTACH THIS NOTICE TO YOUR BOND This notice is for information only and does not become a part or condition of the attached documents. *The FCCI Insurance Group includes the following insurance carriers: Brierfield insurance Company, FCCI Advantage Insurance Company, FCCI Commercial insurance Company, FCCI Insurance Company, Monroe Guaranty Insurance Company, and National Trust insurance Company. 1 -BD -TX -21690 -NTP -11-12 Page 1 of 1 Copyright 2012 FCCI Insurance Group. 00 6116 PAYMENT BOND BOND NO. 4403234 Contractor as Principal Name: Gourley Contracting, LLC Mailing address (principal place of business): 4921 Ambassador Row Corpus Christi, TX 78416 Owner Name: City of Corpus Christi, Texas Mailing address (principal place of business): Engineering Services 1201 Leopard Street Corpus Christi, Texas 78469 Contract Project name and number: FMAC Pro)ect No. 18180B Fire Station #1 (Roof Improvements FMAC) Award Date of the Contract: September 24, 2019 Contract Price: $421,980.00 Bond Date of Bond: October 7. 2019 (Date of Bond cannot be earlier than Award Date of Contract) Surety Name: FCCI Insurance Company Mailing address (principal place of business): 2435 N. Central Expressway, Ste 1000 Richardson, TX 75080 Physical address (principal place of business): 2435 N. Central Expressway, Ste 1000 Richardson, TX 75080 Surety is a corporation organized and existing under the laws of the state of: Florida By submitting this Bond, Surety affirms its authority to do business in the State of Texas and its license to execute bonds in the State of Texas. Telephone (main number): 972-338-3394 Telephone (for notice of claim): 800-226-3224 Local Agent for Surety Name: Higginbotham Ins. Agency/Aaron Endris Address: 500 N. Shoreline, 1200 Corpus Christi, TX 78401 Telephone: 361-883-1711 Email Address: aendris@higginbotham.net The address of the surety company to which any notice of claim should be sent may be obtained from the Texas Dept. of Insurance by calling the following toll-free number: 1-800 252-3439 FMAC Payment Bond 18180B Fire Station #1 (Roof Improvements) 00 6116 -1 7-8-2014 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 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 same extent as if it were copied at length, herein. Venue shall lie exclusively in Nueces County, T •xas for any legal action. r as PrincipalSurety //i 6 /icc �L/4,-74,,Signature: :::" // , TP/ �i Name: Michele Durrill Name: T- cia Balolong C Title: President Title: Attorney in Fact ll Email Address: ✓j{rii irij (sol i tt;,,T ,i;:,(f,' Email Address: tbalolong@higginbotham.net J;li1v-',(,‘0: J (Attach Power of Attorney and place surety seal below) ; , f2I �J . Ir vCJ END OF SECTION FMAC Payment Bond 181808 Fire Station #1 (Roof Improvements) 006116-2 7-8-2014 FCCI INSURANCE GROUP More than a policy. Apromise. GENERAL POWER OF ATTORNEY 10-00082364 Know all men by these presents: That the FCCI Insurance Company, a Corporation organized and existing under the laws of the State of Florida (the "Corporation") does make, constitute and appoint: Aaron Endris; Mary Ellen Moore; Alicia Grumbles; Sherri Collins; Gwendolyn Johnston; Jack L Henry; Michael R Simon; Tricia Balolong; Tracy L Miller; William Mitchell Jennings; James R Reid; Katie Rogers Each, its true and lawful Attorney -In -Fact, to make, execute, seal and deliver, for and on its behalf as surety, and as its act and deed in all bonds and undertakings provided that no bond or undertaking or contract of suretyship executed under this authority shall exceed the sum of (not to exceed $7,500,000): $7,500,000.00 This Power of Attorney is made and executed by authority of a Resolution adopted by the Board of Directors. That resolution also authorized any further action by the officers of the Company necessary to effect such transaction. The signatures below and the seal of the Corporation may be affixed by facsimile, and any such facsimile signatures or facsimile seal shall be binding upon the Corporation when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached. In witness whereof, the FCCI Insurance Company has caused these presen s to be signed by its duly authorized officers and its corporate Seal to be hereunto affixed, this 25TH day of Se•tember , 2016. Attest: dk./Y14-071 Crai hn n, President FCCI nsur ce Company Thom _. . Koval Esq., EVP, Chie : • . Officer, Gov ment Affairs and Corporate Secretary FCCI Insurance Company State of Florida County of Sarasota Before me this day personally appeared Craig Johnson, who is personally known to me and who executed the foregoing document for the purposes expressed therein. My commission expires: 9/25/2020 .. Arlene Alonso 4# * Navy Public, State of Honda Commission No.GG 19777 �""� My Commissron Expires: 0912580 Notary Public State of Florida County of Sarasota Before me this day personally appeared Thomas A. Koval, Esq., who is personally known to me and who executed the foregoing document for the purposes expressed therein. My commission expires: 9/25/2020 /1 Arlene Aloaso 4* Notary Public. Sane of Florida Commission Ne. GG 19777 ~""� My Cormimon Expires 09!2.5120 CERTIFICATE Notary Public I, the undersigned Secretary of FCCI Insurance Company, a Florida Corporation, DO HEREBY CERTIFY that the foregoing Power of Attorney remains in full force and has not been revoked; and furthermore that the February 24, 2011 Resolution of the Board of Directors, referenced in said Power of Attorney, is now in force. Dated this \ day of (0L , .240)G( 1-I0NA-3592-NA•04, 8/16 Thoma 'i Koval, Esq., EVP, - Legal Officer, Gov r ent Affairs and Corporate - = ary DocuGard!04546 contains a security pantograph. blue background. heat -sensitive ink, coin -reactive watermark, and microtext printing on border. =�S,NSITIVEs Of 4'4,4'4,t r NEAT as fir. �""...•.� l %�` • s ' 4. IMPORTANT NOTICE To obtain information or make a complaint You may call FCCI Insurance Group's (FCCI)* toll-free telephone number for information or to make a complaint at 1-800-226-3224. You may also write to FCCI Insurance Group Compliance Department e-mail at StateComplaints(fcci-aroup.com. For Claims, you may write to FCCI Insurance Group Claim Department e-mail at newclaim a(fcci-arouo.com. You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at 1-800-252-3439. You may write the Texas Department of Insurance: PO Box 149104 Austin TX 78714-9104 Fax. 1-512-475-1771 Web. http:lfwww.tdi.state.tx.us E-mail: ConsumerProtection a@tdi.state.tx.us PREMIUM OR CLAIM DISPUTES Should you have a dispute conceming your premium or about a claim you should contact FCCI first. If the dispute is not resolved, you may contact the Texas Department of insurance. ATTACH THIS NOTICE TO YOUR BOND This notice is for information only and does not become a part or condition of the attached documents. *The FCCI Insurance Group includes the following insurance carriers: Brierfield insurance Company, FCCI Advantage Insurance Company, FCCI Commercial insurance Company, FCCI Insurance Company, Monroe Guaranty Insurance Company, and National Trust insurance Company. 1 -BD -TX -21690 -NTP -11-12 Page 1 of 1 Copyright 2012 FCCI Insurance Group. A� o® CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDD/YYYY) DATE 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 Higginbotham Insurance Agency, Inc. PO Box 870 Corpus Christi TX 78403 CONTACT NAME: Cassandra Taylor PHONE FAX (A/C. No. Ext: 361 883-1711 (A/C, No): 360-844-0101 ADDRESS: ctaylor@higginbotham.net INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: United Fire Lloyds 43559 INSURED GOURL Gourley Contractors LLC 4921 Ambassador Row Corpus Christi TX 78416 INSURER B : Texas Mutual Insurance Company 22945 INSURER C : 9/20/2019 INSURERD: $ 1,000,000 INSURER E : INSURER F : X COVERAGES CERTIFICATE NUMBER: 2112256961 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF (MMIDD/YYYY) POLICY EXP (MMIDD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY 85321620 9/20/2018 9/20/2019 EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE X OCCUR DAMAGE PREM SESO(Ea occurrence) $ 100,000 X 1,000 MED EXP (Any one person) $ 5,000 PERSONAL 8. ADV INJURY $ 1,000,000 GE X 'L AGGREGATE POLICY OTHER: LIMIT APPLIES PRO JECT PER: LOC GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 $ A AUTOMOBILE X X LIABILITY ANY AUTO OWNED AUTOS ONLY HIRED AUTOS ONLY X _ SCHEDULED AUTOS NON -OWNED AUTOS ONLY 85321620 9/20/2018 9/20/2019 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ A X UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE 85321620 9/20/2018 9/20/2019 EACH OCCURRENCE $ 5,000,000 AGGREGATE $ 5,000,000 $ DED RETENTION $ g WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBEREXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N N N / A 0001187153 1/15/2019 1/15/2020 X STATUTE I I OTH E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) See Attached... CERTIFICATE HOLDER CANCELLATION City of Corpus Christi - Engineering PO Box 9277 Corpus Christi TX 78469-9277 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ACOR AGENCY CUSTOMER ID: GOURL LOC #: ADDITIONAL REMARKS SCHEDULE Page 1 of 1 AGENCY Higginbotham Insurance Agency, Inc. NAMED INSURED Gourley Contractors LLC 4921 Ambassador Row Corpus Christi TX 78416 POLICY NUMBER CARRIER NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE General Liability, Automobile and Umbrella Liability policies include blanket automatic additional insured endorsements that provide additional insured status to the certificate holder only when there is a written contract between the insured and certificate holder that requires such status. General Liability, Automobile, Workers Compensation & Umbrella Liability policies include blanket automatic waiver of subrogation endorsements that provide this feature only when there is a written contract between the insured and certificate holder that requires it. General Liability & Automobile policies include Primary & Non -Contributory Coverage to the certificate holder only when there is a written contract between the insured and certificate holder that requires such status. ACORD 101 (2008/01) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD