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Home My WebLink AboutROOF - FIBERGLASS SHINGLE (4) . . \.^ \ ^ / \ EXTERIOR RESEARCH 1DESIGN,LLC. Certificate ofAuthorization*95n3 353CHRISTIAN STREET, UNIT#13TRR111 OXFORD,[T06478 (203) 262-9245 EVALUATION REPORT TRI-BUILT Materials Group,LLC RECEIV tL) Evaluation Report A42966.10.12-R6 PO Box 70 .L16048 .'6 Rutherford,KUU707U 0 CDate mfIssuance: 12 (800)516-1485Re��si�m6� 8S/��/��l� | t� por/`"`~' . Scops: This Evaluation Report is issued under MmGe 61G28-3 and the applicable rules and regulations governing the use of construction materials in the State ofFlorida.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 the 6 Edition (2017) Florida Building Code sections noted herein. Dcycmpnomr TRI-BUILT Roof Underlmynnants Lxosuws: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. ComnmucoConxpuomcs: ThisEva|uationReportisna|idunti|suchtimneasthenamedproduct(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 orthe referenced Quality Assurance documentation changes. Trinity|ERDrequires acomplete review ofthis Evaluation Report relative to updated Code requirements with each Code Cycle. AovsanSs/msNT: The Evaluation Report number preceded by the words ^Trnity/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 ofpages 1through 6. Prepared by: Rp6ertJ.&M'Nieminen,P.E. The facsimilesea] authorized*Robert w*�= Florida Registration No.I9166,Florida DCA ANEz98g p,a""n*z5/20o�This does not serve",""electronically signed document. CERTIFICATION OFINDEPENDENCE: z. Thnity|ERD does not have, nor does it intend toacquire or will it acquire, a financial interest in any company manufacturing o, distributing products it evaluates. 2. Trinityl 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 entityinvolved inthe approval process vfthe product. s. This is a building code evaluation. NeitherTrinhy[Eno nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project oowhich this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY I ERD 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: Entity 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 540540.03.14 03/26/2014 ERD(TST6049) Physical Properties 544870.04.14-2 04/02/2014 ERD(TST6049) Physical Properties S44870.04.14-3 04/02/2014 ERD(TST6049) Physical Properties 544870.04.14-1 04/10/2014 ERD(TST6049) Physical Properties S44870.04.14-4 04/10/2014 ERD(TST6049) Physical Properties 543530.02.14-1-R1 05/14/2014 ERD(TST6049) Physical Properties 543530.05.14 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,LLC.(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 TrinityJERD 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,I.I.C. Evaluation Report A42960.10.12-R6 Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 2 of 6 , / ~�~�»n �� K i�� i 5.4 TRI-BUILT Roof Bn6edayments 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 onthis 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 _*furUnderlayment s No No Y es Yes Yes r Built Smooth HT S/A Ye 5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations. Adhesive lorida Product Approval Underlayments ICP Adhesives Polyset-�AH-160 FL6332 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 TWWnderlaym ntorlri-BuibSmoothHT S/A Un6eHaymentapplied to: .a- Plywood; ASTM D41 primed plywood; 0513;ASTM D41 primed OSB; Southern Yellow Pine;ASTK4 D41 primed Southern Yellow Pine;ASTM D41primed 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: TRU-8UILTMaterials Group, LLC requires tonQue'mnd'gruoxeboard decking be covered with plywood or OSB prior toinstallation nfthe self-adhering undedayment. 5.6.2 Tri-Built San6-RSAShingle Un6edayment,Tri-Built S/AHTTUQndeMaVmentorTri-Built Smooth HTS/A Wnder}eynnentapplied to: � Dens Deck Prime;SE[UROCKGypsum-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 underfoam'on tile systems (Tri-Built S/A HT TU Umderlaynment only), insulation attachment shall be designed by a qualified design professional and installed based on testing of the insu|adnn/undedayment system inaccordance with FK84474,Appendix DorTAS I14,Appendix J. zRefer to Tile Manufacturer�s or Adhesive Manufacturer's Florida Product Approvalfo/Overturning Moment Resistance Performance. Exterior Research and Design,uc Evaluation Report A42960.1012-ne Certificate mfAuthorization mesos 6TH EDITION(xozr)pucmom-*vxZEVALUATION puowvu'xo TRI-BUILT Roof unmenavments;*mms16-14ns Revision 6:09/25/2017 Page a"vs i w ._._'.a TRINITY ERD 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 Underlayrr)ent applied to: A- ASTM D226,Type I 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 tile 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 tile 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 HTTU Underlayment,self-adhered. Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6 Certificate of Authorization#9503 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 ^ ' . `. ` -.:' TRINITY' ' �� ^�� M�h 5.6�1 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet orexceed that required under FRSA/TR!April 2O12(04-12),Appendix/\Table IA. Alternatively, the maximum design pressure for the selected assembly shall meet nrexceed the Zone 1 design pressure determined in accordance with PBC 1609. |nthis case, Zones 2 and ] shall employ an attachment density designed by qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/S9Ri VV@1' 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.Z.1O.1ofFK8Loss Prevention Data Sheet 1-29(January 2O18)for Zone 2/3enhancements. 5.7 Exposure Limitations: Tri-Built Sand-11 SA Shingle Un6erlaynnent or Tri-Built Smooth HTS/& Wndedaymnent shall not be left exposed for longer than 38-dmysafter installation Tri-Built5/A HTTLI Underlayment shall not be left exposed for longer than 180-days after installation. 5.8 Tile Slippage Limitations(TAS 103 per FRSA/TR1 April 2012(04-12)): When loading roof tiles on the umder!ayment in direct-deck tile assemblies,the maximum roof slope shall be as follows. These dope limitations can only be exceeded by using battens during loading of the roof tiles. TAaLE 2: TILE SLIPPAGE LIMITATIONS FOR DIREcr-DECK TILE INSTALLATIONS 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) Tri-Built S/A HT TU Underlayment Lugged ` Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6 Certificate of Authorization#9503 6 M EDITION(2017)ecmON*vHZEVALUATION FL16048-R6 TRI-BUILT Roof unue,uvmenus,(800)516-1485 Revision 6:09/2S/2017 Page svfs ^ k / `. TRINITY!ERD G. INSTALLATION: 6.1 TRI-BUILT Roof shall be installed in accordance with TBI-BUILT Materials Group, LLC published installation requirements subject to the Limitations set forth in Section S 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). 63 Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT SIA 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 under|aymenL in FBC Table 1S07'1.1for the type nfprepared roof covering tnbeinstalled. 6.3.2 While priming is optional,TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof cover isnot slated for installation within 24hours. Apply sheet parallel to the roof edge. Roll out approximately lO ft of membrane and peel back the first 3 ftofrelease 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 0|m diagonally while holding the membrane tight. Firmly roll,broom orhand-press the membrane into place toachieve abond. 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 'inchcsandstag0erednot |essthan24tfrumvert)ca|seamsintherousebe/ovv,sea|edinaccordoncewith TRI-BUILT Materials Group,LLC requirements. When installing at dopes above 8:12. TRI-BUILT Materials Group, LLC recommends back-nailing in the overlap area atthe top ofthe sheet a% 12'incho.c. For Valleys and Ridges: Cut under|ayment into 4 to 6 foot lengths. Peel the release paper and center sheet over valley or ridge. Dope and press sheet into place, working from the center of the valley or ridge in each direction. For valleys,apply the sheet starting atthe lowest point and work upward. 6.33 : Reference is made to FRSA/TR| April 2012 (04'12) Installation Manual and Table 1 herein' using the instructions noted above asaguideline. For foam-on tile applications,reference is made to Section 5.6.4 herein for wind resistance limitations that fall outside the scope ofF0S/HTR1April 20l2(O4'12). Tile shall be loaded and staged in u manner that prevents tile slippage and/o/ damage to the ' undedayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile staging. 7' Bu|Lo|mG PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the instaUadon of this product. 8' MxNUFAcTum)mG PLANTS: Gulfport,MS 9' QUALITY ASSURANCE ENTITY: UL LLC—[\UA96Z5;(314)578'3406;kzhanceUor@us.uicom 'END OpEVALUATION REPORT' Exterior Research and Design,uc Evaluation Report A42960.10.12-R6 mrtfflcamofAuthorization#9503 6 T"EDITION(2017)FBcmuN-HVHZEVALUATION FL16048'116 TRI-BUILT Roof unaemavmevts;(800)516-1485 Revision 6:09/25/2017 Page nv,o