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HomeMy WebLinkAboutBuilding Permit Application All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED M Date: 0 Permit Num D / y w� RECEIVE® s; JUL 14.2019 Building Permit Appliation Planning and Development Services Permitting Department Building and Code Regulation Division St. Lucie County, FL 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential PERMIT TYPE: PR©POSED :MPROVEMEN LO ATtO > Address: '+2-14 P•`er-ce-# P1✓ , 3 Lf 9 Ch1 Property Tax ID#: Z40(1140010060- Lot No. Site Plan Name: Block No. Project Name: DETAILED DECR+IPTION OF WOR+K: �\-.tom-LQ 4-o Sy Z.(o 5Gc-,5,=. ^-4-«\0 of-(- 30 G2 T,�.b,.;1�- s���•►ti• �I b SficK c�dl.e 5;v,e -�w vin o!�'I'a�r�.en� TI 9,NSTRUC i INFORMATION: Additional work to be performed under this permit-check all that apply: _Mechanical _Gas Tank _Gas Piping _Shutters _Windows/Doors Electric _Plu'mbing Sprinklers _Generator' k Roof Z'S�',I? Pitch Total Sq. Ft of Construction: 3O (9 �-- 5��� Sq. Ft. of First Floor: Cost of Construction:$ Utilities: —Sewer _Septic Building Height: g OWNER/LESSEE: CONTRACTOR: Name. U-4 It ;w-•1 °: Klv`.LZ.-d 4 Name: rAV-N-.n-v 'v-�vSV Address: `FL(q A-t C Company: 9--yv)oSo 'S IZ vo I"\ c City: State: FL- Address: .-:---_- Zi p Code:'t;714 ct-.Ll"l., I .Fax: City: (�o;r Lv � State: (=cam - S 2 Phone No. Zip.:3i g . 5 12 .. ;n Zip Coder /3 `i.g Com'` „ .. ; 1. Fax: E-Mail: .. - .- Phone No l�1 Z� 33�'_ --171,. Fill in fee simple Title Holder on next page(if different E-Mail from the Owner listed above) State or County License C C a.33 Z o 3 q if value of construction is$2500 or more,a RECORDED Notice of Commencement is required. If value of HVAC is$7,500 or more,a RECORDED Notice of Commencement is required. SU' PLEMEN AL CONSTRUCTION L'EN LAW INFf3RMATION: DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY: _Not Applicable Name:.., Name: Address: - Address: City: State: City: State: Zip: �Phbne Zip: Phone: FEE SIMPLE,TITLE HOLDER:-:--: Not Applicable BONDING COMPANY: Not Applicable .Name: Name: Address:, Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Ownbirs.Association rules,bylaws or,and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,-in all respects,perform the work in accordance with the approvedplans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE-BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER-OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Signature of Owner/Lessee/Contr ctor as Agent for Owner Signature of Contractor/License Holder STATE OF FLO STATE OF FLORI COUNTY OFV64 COUNTY OF The fo oing instm as acknowledged efore me The forgoing ins tr n was acknowledged efore me this day of 20 by this day of 20 by s0 -A 14 4C,714 e Name of person making stateme t. Name of person making statem t. Personally own OR Produced Identification`s Personal) own OR Produced Identification Type of Identifi tin i Type of Identi i t'on /). Produced Produced L,S(iL (Signature of Ncyry Public-State of Flo ida) (Signature of NotPublic-State of Florida') . 61 JAS Commission o.,.• ;;.• AUDREYB.HUtN Y Commission N "�gYk4�•'•,, AUDREYB.HU Y tsP.ar MY COMMISSION#GG 300817 + * MY COMMISSION#,GG 300817 •: v • rch 6,2023 -, i<; EXPIRES:March 6,2023 ��F dL�PO Bonded ru Notary Public Und rxriters ,W_ V t3o odThru Notary Public U erv+dters REVIEWSERVISOR PLANS VE • ROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED ev. hl st tal 12?%ue Engineered.Metal2oofng rM EL,:`t?11 'f 132' Product EvMpation Report 266A 5 V CRIMP-Roo f�ae� J over 1S/ Ply' od Florida Product Appro oal 42,1421.7 Florida Building Code"2017..6th ed Per Rule 61G20-3 Method:l-D Category: Roofing Subcategory:Metal Roofing Compliance Method: Rule 61G20-3 HVHZ Product:Manufacturer: Sunlast Metal 2120 SW Poma Drive ®� Palm City,Florida 34990Writ Eneineer Evaluator �!! . Dian G.Nlai otta,P;E:Fl reg#82595"- GO 01% . 1915 NE 4V)ST.#107 ® ®� Fort Lauderdale;FL�3336S 6-fo�� ®�jG: 954-776=8004, - Validator: Locke Bowden;P.E:,.FL.#49744. 9450 Alysbury Place " Montgomery,:AL 36117" biane.G-Marotta,P.E. FL reg#82591 v r`� seal : ,f l Compliance Statement:The product as described in this report has demonstrated compliance with the Florida Building Code 2017,Sections 1504.3.2, 1507.1.1,1507.4.3,1518.9,1523.6.5.2.4 Product Description:26GA 5 V Crimp Metal Panel,24"Width,Roof panels,5/8" Rib height,12"O.C. Panel THRU FASTENED into 15/32"APA Plywood decking.Non-structural Application. FOR USE IN HVHZ. Material:26GA metal conforming to Florida Building Code 2017 Section 1507.4.3 Yield Strength:55KSI Corrosion Resistance:Panel Material shall comply with Florida Building Code 2017,Section 1507.4.3 Panel Dimensions:Panel Width:24"width Fastener:Wood-Zac XG fastener w/Neoprene washer or equivalent #10 Hex Head.Corrosion Resistant per Florida Building Code 2017 Section 1506.7 3/16"minimum penetration through plywood Corrosion Resistance:Per Florida Building Code 2017,Section 1506.6,1507.4.4 15/32"APA plywood,plywood supports at maximum 24'O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/Florida Building Code 2017. Design Uplift Pressures:Uplift Design Pressure:with Safety Factor of 2 TABLE A Roof Areas Field Perimeter/Corner Max Design Pressure -78.5psf -189.25psf Fastener Spacing 16"o.c. 8"o.c. Fastener Size #10 #10 Insulation: Optional Rigid Insulation board,3"max thickness compliant with FBC 2017 section 1508.2 Quality Assurance:In accordance with FBC 2017 and Rule#61620-3:Keystone Certification, Inc.QUA 1824 Test References: Architectural Testing Inc(TST 1527)#F0755.01-450-18 TAS 125-2003 Architectural Testing Inc(TST 1527)#0412-1017-05 TAS 125-2003 Architectural Testing Inc. (TST 1527)#SFMS-001-02-01 TAS 100-1995,B8944.01-450-18 TAS 125 PRI Construction Material Technologies(TST5878)AKZC-001-02-01/05 TAS 110-2000 PRI Construction Material Technologies(TST5878)AKZC-001-02-01/05 ASTM B 117-2002 AKZO Nobel Coatings, Inc.Lab Form ASTM G 153 Code Compliance:The product described herein demonstrated compliance with The Florida Building Code(FBC)2017 Section 1504.3.2.The product evaluation is limited to compliance with the structural wind load requirements of the FBC 2017,as relates to Rule 61G20-3. Minimum Slope Range 2/12 Minimum Slope per Florida Building Code 2017,and in accordance with Manufacturers recommendations. Installation:Install per manufacturer's recommended details in compliance with FBC 2017 and RAS 133. Underlayment:Per Manufacturer's installation guidelines per Florida Building Code 2017 Chapter 1507,Chart 1507.1.1 Page 2 of 4 Roof Panel Fire Classification:No classification. Shear Diaphragm:values are outside the scope of this report. Design Procedure:Based on the dimensions of the structure,applicable wind loads are determined using Chapter 16 of the Florida Building Code 2017-roof cladding wind loads.Component wind loads for roof cladding are compared to the allowable pressure listed above.Design professional shall select the applicable erection details to reference in drawings for correct fastener attachment to his structure and analyze the panel fasteners for pullout and pullover.Support framing must be compliant with Florida Building Code 2017 Chapter 22 for steel,Chapter 23 for wood and Chapter 16 for structural loading. Required wind loads shall be determined per project per FBC 2017 and any rational analysis computation shall be prepared by a licensed design professional. , Certificate of Independence:Diane G. Marotta, P.E.does not have nor will acquire financial interest in any company manufacturing or distributing products under this evaluation.Diane G.Marotta,P.E.is not owned or operated or controlled by any company manufacturing or distributing product under this report. PRODUCT EVALUATION REPORT Pag610 f 4 luh/ast Meta/ Value En ineered Metal Roofin TM INSTALL DETAILS Fastener:#10 HexHead w/neoprene washer per Evaluation Report Specification IYPICAGASSEMBLY.PROFILE VIEW See Table: "W' Overlap:- . Overlap Page 4 of 4 t 7/10/2019 Florida Building Code Online _3 �"�r..kf"��g'• £.�se♦b +��q'i��• �r�r,'�'y �w 3x�,'�� t' ��t�/Gf/)/ �y'„ 1:: �IQt. 4 BUS Home "M I User Registration [ H.CWPIcs I Subrflt Surcharge i Stats&Facts[ Publlcati— ; C-=Us I SCISSWe Map Wks I Search i If Florida _ ,�•�'�i Product Approval °t T. �;{ USER:Public User -'x'v=tiffs ProOua Aoomval Menu>ApDUoNon netaa FL F1.16048-116 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ._ Product Manufacturer Tri-Built Materials Group,LLC Address/Phone/Email PO Box 70 Rutherford,NJ 07070 (800)516-1485 david.ruiz@tribuiltmg.com Authorized Signature David Ruiz david.ruiz@tHbu iltmg.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford,NJ 07073 (201)842-2449 david.rulz@tribuiltmaterlalsgroup.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer , Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Robert Nieminen Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/18/2020 Validated By John W.Knezevich,PE R. Validation Checklist-Hardcopy Received Certificate of Independence FL16048 R6 COi' 2017 01 COI Nleminen.odf Referenced Standard and Year(of Standard) Standard 7b Year ASTM D1970 3 2t 15 ASTM G155 b a 2005 FM 4474 � 2011 FRSA/TRI April 2012(04-12) I0��® 2012 UL 1897 � 2012 Equivalence of Product Standards ®®��®1 ��®� fCertified By 'hf Sections from the Code `0 `"® t`po, o 150001 ��✓' �'+ Product Approval Method Method 1 Option D Date Submitted 09/25/2017 Date Validated 10/01/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FLS i Model,Number or Name Description 16048.1 TRI-BUILT Roof Underlayments Self-adhering,modified bitumen roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ:No Fl 16048 R6 IT 2017 09 FINAL ER TRI-BUILT UNDERLAYMENTS FL16048-R6 pdf Approved for use outside HVHZ:Yes Verified By:Robert Nieminen PE-59166 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-150 Evaluation Reports Other:1.)The design pressure noted herein pertains to use of foam-on tile systems FI 16048 R6 AE 2017 09 FINAL ER TRI-BUILT UNDERLAYMENTS R16048-R6 odf overtop the self-adhering underlayment for one particular application.See ER Section Created by Independent Third Party:Yes 5.6.4 for details.2.)Refer to ER Section 5 for other Limits of Use. https://www.floddabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgtFPmdYNDWrwipmtAnR8jv9FYHTk4FLCxcgVtRhfVMWa/d3d%3d 1/2 EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization#9503 353 CHRISTIAN STREET,UNIT#13 \J:.TRINITY ERD OXFORD,CT 06478 (203)262-9245 EVALUATION REPORT TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-R6 PO Box 70 FL16048-R6 Rutherford,NJ 07070 Date of Issuance:10/25/2012 (800)516-1485 Revision 6: 09/25/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6t' Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity)ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity)ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: Robert J.M.Nieminen P.E. ''rFs^"�- y9 � • ��id��,���V�.`' The facsimile seal appearing was authorized by Robert Nieminen, Florida Registration No.59166,Florida DC4ANE1983 P.E.on 69/25/2017.This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. t TRINITY. ERD I . ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the 6`h Edition(2017)Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/ Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Resistance FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1504.6 Accelerated Weathering ASTM G155 2005 1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012(04-12) 2012 3. REFERENCES: Ent1w Examination Reference Date ERD(TST6049) Physical Properties S40540.02.13-1 02/19/2013 ERD(TST6049) Physical Properties S40540.11.13 11/19/2013 ERD(TST6049) Physical Properties S40540.03.14 03/26/2014 ERD(TST6049) Physical Properties S44870.04.14-2 04/02/2014 ERD(TST6049) Physical Properties 544870.04.14-3 04/02/2014 ERD(TST6049) Physical Properties 544870.04.14-1 04/10/2014 ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014 ERD(TST6049) Physical Properties 543530.02.14-1-R1 05/3.4/2014 ERD(TST6049) Physical Properties S43530.05.14 05/28/2014 ERD(TST6049) Physical Properties S40540.10.14 10/31/2014 ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015 ERD(TST6049) Wind Resistance SC14045.05.17-R1 06/07/2017 UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 12/10/2015 UL,U.C.(QUA9625) Quality Control Service Confirmation Exp.07/18/2020 4. PRODUCT DESCRIPTION: 4.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment,with a 36-inch sheet width;meets ASTM D1970. 4.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified bitumen roof underlayment;meets ASTM D1970 and FRSA/TRI April 2012. 4.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat reinforced, film-surfaced, SBS modified bitumen roof Underlayment;meets ASTM D1970. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design,U.C. Evaluation Report A42960.10.12-R6 Certificate of Authorization 89503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL36048-R6 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 2 of 6 TRI�lITY I ERb 5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof Cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: ,TABLE 1: ROOF COVER OPTIONS ; Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes Slate Shingles &Shingles Tri-Built Sand-R SA Shingle Yes No No No Yes Yes Underlayment Tri-Built S/A HT TU Yes Yes Yes Yes Yes Yes Underlayment See 5.5.1 Tri-Built Smooth HT S/A Yes No No Yes Yes Yes Underlayment 5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations, TABLE IA.ALLOWABLE TILE ADHESIVE,/UNDERLAYMENTCOMBINA DNSl` Adhesive Florida Product Approval Underlayments ICP Adhesives Polyset®AH-160 FL6332 Tri-Built S/A HT TU Underlayment Dow TileBoncl° FL22525 Tri-Built S/A HT TU Underlayment 5.6 Allowable Substrates: 5.6.1 Direct-Bond to Deck: Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: Plywood;ASTM D41 primed plywood; OSB;ASTM D41 primed OSB;Southern Yellow Pine;ASTM D41 primed Southern Yellow Pine;ASTM D41 primed structural concrete. While not required over plywood,OSB or Southern Yellow Pine substrates,TRI-BUILT Materials Group,LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT Materials Group, LLC requires tongue-and-groove board decking be covered with plywood or OSB prior to installation of the self-adhering underlayment. 5.6.2 Bond-to-Insulation: Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam-on tile systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474,Appendix D or TAS 114,Appendix J. 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-116 Certifreate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-116 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 3 of 6 Q:TRINI TY 1 Ek® 5.6.3 Bond to Mechanically Attached Base Laver: Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ ASTM D226,Type 1 or II felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam-on the systems (Tri-Built S/A HT TU Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04- 12). 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam-on the systems,where the underlayment forms part of the load-path. The following wind uplift limitations apply to direct-deck underlayment systems that are not addressed in FRSA/TRI April 2012(04-12)and are used in foam-on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2(the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012(04-12),Appendix A,Table 1A or FBC 1609 for determination of design wind pressures. #1 Maximum Design Pressure=-45.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority. Having Jurisdiction. Primer: (Optional)ASTM D41 or RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. #2 Maximum Design Pressure=-67.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Soprema Elastocol 600c Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. #3 Maximum Design Pressure=-150.0 psf: Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project requirements to satisfaction of Authority Having Jurisdiction. Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp splinters and wood projections shall be removed/sanded. Primer: (Optional)RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment, self-adhered, shall be thoroughly roll using hand roller and/or weighted roller to ensure there are no voids, and ensure there are no voids/bridging at side and end-laps. #4 Maximum Design Pressure=-60.0 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin caps(FBC 1517.5.2)spaced 6-inch o.c.at the 4-inch laps and 6-inch o.c.in three, equally spaced rows in the center of the sheet. Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R6 Certificate ojAuthorization 119503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 4 of 6 QTRINITY.1E RD 5.6.4.1 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements. 5.7 Exposure Limitations: Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left exposed for longer than 30-days after installation Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation. 5.8 Tile Slippaee Limitations(TAS 103 per FRSA/TRI April 2012(04-12)): When loading roof tiles on the underlayment in direct-deck the assemblies,the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABU 2 TILE SLIPPAGE LIMITATIONS FOR DIRECT=DECK;71LE INSTAL[ATIONS `. Underlayment Tile Profile Staging Method Maximum Slope Flat Max.10-tile stack 6:12 Lugged Max.10-tile stack 5:12 Max.10-tile stack(bottom 2-tile stack shall be inverted,followed by 8 tiles high 6:12 on slope,as shown below) N Tri-Built S/A HT TU Underlayment Lugged t k1 "d i rad r d+� a Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R6 Certificate of Authorization 119503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments,(800)516-1485 Revision 6-.09/25/2017 Page 5 of 6 QOTRRINITYIERb 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate(if applicable). 6.3 Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.3.2 Non-Tile applications: While priming is optional, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place, peel-off the release film diagonally while holding the membrane tight. Firmly roll, broom or hand-press the membrane into place to achieve a bond. Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6- inches and staggered not less than 2-ft from vertical seams in the course below,sealed in accordance with TRI-BUILT Materials Group,LLC requirements. When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back-nailing in the overlap area at the top of the sheet at 12-inch o.c. For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in each direction. For valleys,apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Applications(Tri-Built S/A HT TU Underlayment only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For foam-on tile applications,reference is made to Section 5.6.4 herein for wind resistance limitations that fall outside the scope of FRSA/TRI April 2012(04-12). Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile staging. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. S. MANUFACTURING PLANTS: Gulfport,MS 9. QUALITY ASSURANCE ENTITY: UL, LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- Exterior Research and Design,U.C. Evaluation Report A42960.10.12-116 Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION F1.16048-116 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 6 of 6