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Home My WebLink AboutProduct Approval (2) EXTERIOR RESEARCH&DESIGN,I.I.C. FILE COPY Certificate of Authorization#9503 RRINI 1 1��/ ERD 353 CHRISTIAN STREET,UNIT #13 TOOXFORD,CT 06478478 EVALUATION REPORT RECEIVED (203)262-9245 TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-R6 PO Box 70SEP 0 6 L U 18 FL16048-R6 Rutherford,NJ 07070 Date of Issuance:10/25/2012 (800)516-1485 ST. Lucie County, Permitting 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. otedherein. 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 Reportis 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: . — Somas Robert J.M.Nieminen P.E. ' r,� 4 The facsimile seal appearing was authorized by Robert Nieminen, Florida Registration No.59166,Florida DCA ANE1983 F.E.on 09/25/2017.This does not serve as an electronically signed • document. CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD 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[ERD is not owned,operated or controlled by any company manufacturing ordistributing 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 TrinityI ERD 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. UTJRINITYIERD 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 61h 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 G15S 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 540540.02.13-1 02/19/2013 ERD(TST6049) Physical Properties 540540.11.13 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 S44870.04.14-3 04/02/2014 ERD(TST6049) Physical Properties S44870.04.14-1 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 540540.10.14 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-RS 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-11 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 TrinitylERD 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 A42960.10.12-116 Certiflcate of Authorization#9503 CH EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-116 TRI-BUILT Roof Underlayments;(800)S16-1485 Revision 6:09/2S/2017 Page 2 of 6 r TRINITY ERD 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: , ;+ •�--'.� 'SG a-�1� r q J r`` 3 y.r.a.tea ..�}<: Z.,TABLE I t ROOF COVER OPTIONS Nr 1 E3r� � Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes Slate Shingles &Shingles Tri-Built Sand-11 SA Shingle Yes No No No Yes Yes Underlayment Tri-Built S/A HT TU Yes - Underlayment Yes Yes See 5.5.1 Yes Yes Yes TriUnderlayment- Smooth HT S/A Yes No No Yes Yes Yes V Underlayment 5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations. ri a ; v `} TA LE lA ALLOWABLETILE ADHESIVE UNDERLAYMENT OMBINATIONSt « r, -;s r rz � Adhesive Florida Product Approval Underlayments ICP Adhesives Polyset®AH-160 FL6332 Tri-Built S/A HT TU Underlayment DowTileBoncl ' 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. Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design,U.C. Evaluation Report A42960.10.12-R6 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.16048-116 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 3 of 6 -,JTRINITY IERD. 5.6.3 Bond to Mechanically Attached Base Laver: Tri-Built Sand-11 SA Shingle Underlayment,Tri-Built S/A HT TU Underlayrfient or Tri-Built Smooth HT S/A Underlayment applied to: > ASTM D226,Type I or 11 felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. Fo I r Installations under foam-on tile systems (Tri-Built S/A HT TU Underlayment only),base layer shall be attached per minimum requirements of FRSA/TRl April 2012(04- 12). 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRl 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 I margin of safety per FBC 1504.0 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 ps 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 a : , 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 P 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, s'hall 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 P 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,LLC. Evaluation Report A42960.10-12-R6 Certificate ofAuthorizotion#9503 ST"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 4 of 6 ' , . . \. ,jTR1U� 00K |�� ^�~ 8~ ' INSTALLATION: ' ' 61 ' TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC published installation requirements subject to the Limitations set forth /n Section G herein and the specifics noted below. 6.2 Re-fasten any loose decking panels,and check'forprotruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate(if applicable). 6.3 Underlayment: . 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 undedayment in FBC Table 15W7'1'1for the type ofprepared roof covering tobeinstalled. �.3.% While priming isoptional,TRI-BLIILTMaterials Group, LLC recommends priming the deck ifthe final roof cover isnot slated for installation within 24hours. Apply sheet parallel tothe roof edge. Roll out approximately 1Oftofmembrane and peel back the first 3 ftnfrelease film. ' Adhere theexposed part onthe substrate and unroll the remaining membrane asfar mspossible. Once the entire length' of membrane is in place, peel-off the releasefUm diagonally while holding the membrane tight. Firmly roll,broom orhand-press the membrane into place toachieve abond. Horizontal seams should beminimum 3-inches, configured to shed water. Vertical seams should be 6- staggered ecourse�oupe he|ox,sealed inaccordance wdh TRI-BUILT Materials Gmowp,LLC requirements. When installing atslopes above 8:1Z, TRI-BUILT Materials Group, LLC recommends back-nailing in the' overlap area atthe top ofthe sheet ot12'incho.c. For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths.Peel the release paper and.center sheet over valley orridge. Drape and press sheet into place, working from the center of the valley nrridge im eachdiroction. For valleys,apply the sheet starting atthe lowest'ointand work upward. 6.3.3 �, Reference is made to F0SA/TR] April 2012 (04-12) Installation Manual and Table 1herein, using the instructions noted above asaguideline. For foam-o.n-tile applications,reference is made to Section 5.6.4 herein for wind resistancekmitationsthut fall outside the scope ofFRSA0TRyApril 2012(04-12). ` Tile shall be loaded and staged in a manner that prevents file diand/or damage to the ungerlayment Sem Table 2 herein, and�� UKT Materials Group, LLC published requirementsfor tile staging. ' � BUILDING As required by the Building Official or Authority Having Jurisdiction in'orderto properly evaluate the installation of thisproduct� ' 8, 8NAmupAcTunnNmPLANTS: ' . Gulfport,MS . 9. QUALITY ASSURANCE ENTITY: UL,LLC—QUA962S (314)578-34O6 k.chanceUnr@us.uioom ' 'END OFEVALUATION REPORT' Exterior Research and Design,uc Evaluation Report m*29so.1m.12-oa certiftcate of Authorization*e503 EDITION(2017)FBCmomxvxZEVALUATION pu6048-m6 till-BUILT Roof Vnaenavments;(8m0)516-148S Revision 6:09/25/2027 Page 6'*o