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Home My WebLink AboutProduct Approval-Underlayment i. !,.•• ' ' . . . • EXTERIOR RESEARCH&DESIGN,LLC.. •1cartWcate ofAuthorization#9,5'03. , lY TRINIERD QI .. • , . 353 CHRISTIAN STREET,UNIT#13 OXFORD,CT 06478 • (203)262-9245 EVALUATION REPORT MI-BUILT Materials Group,LLC Evaluation Report A42960.10.12,416 . . PO Box 70 • - R16048416 • Rutherford,NJ 07070 . Date of Issuance:10/25/2012 (800)516-1485 . Revision 6: 09/25/2017 . SCOPE: •• • • 0 This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of . 0 construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, g v d P.E. for use of the product under the Florida Building Cade and Florida Building Code, Residential Volume. :The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. ' LL . . • • . DESCRIPTION: TRI-BUILT Roof Underlayments • I 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 namecl,prOduct(s)changes,the referenced - Qualify Assurance documentation changes,Or provisions of the Code that relatete the pradikt'change. ACCeptaneeef • 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 I ERD requires a complete revieW Of;ihis .. Evaluation Report relative to updated Code requirements with each Code Cycle. • .-: • ; AovER-risEmENT: The Evaluation Report number preceded by the words !`Trinity I 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 tb 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 • 1 This Evaluation Report consists of pages 1 through 6. Prepared by: .021•Zflt!tr..,,,,, -•• ,A.'3 NI.'•*:-..04 . . . „ . ., _ ' ........—1 "..........•••;',••,. ••4,,i.•....-A...X 4":.•..4.•"••• •-•:".•••••: —• •,...V5. ••••••• Z...-F ,.• : 7. . , . . " • • , . • ': ' : '',,P-c .I....-.:-.-:: •:.:7'..: , -.:. , . Robert J.M.Nieminen,P.E. 4„••,. -•,•:•:s..-:'-`1. -_*;;;;:i.i'7,,-..‘‘ The facsimile seal appearing was authorized by Robert Nieminen, Florida Registration No.59166,Florida DCA ANE1983 P.E.on 09/25/2017.This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENcE: 1. Trinity'ERD.does not have, nor does it intend to acquire or will it pcquire, 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 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. 1 5. This is a building code evaluation. Neither Trinity'DID 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. . . . . • . . . • . • ' . • . . . . - 3 t. . i . . ( • . \ i NI i , . , ,.. . . . TRINITY'I ERE) .1 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 6th 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 . - . . 1 3. REFERENCES: • • " • , . . . Entity . Examination Reference Date • ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013 I . - ERD(TST6049) Physical Properties 540540.11.13- . 11/19/2013 ERD(T5T6049)' • PhVikal Properties '• 540540.03.14 " • ,03/26/2014 ' ERD(r5T6049) • • • • Physical Properties ' 544876.04..14-2- . 04/02/2014 " • ERD(15T6049) ' - • ' Physical PrcipertieS - 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 1 . _ . •ERD(TST6049) • Physical Properties 543530.02.14-1--R1 05/14/2014 ERD(1ST6049) . ' PhYSical Properties 543530.05.14 05/28/2014 , • ERD(TST6049) , .. Physical Properties, 540540.10.14 . 10/31/2014 ' ERD(15T6049) Physical Properties . SC7645.02.15 02/13/2015 ERD(TST6049)• • ' • Accelerated Weathering 56520.04.15 05/27/2015 ERD(TSTE049) . - *.' ' -WindResistance ' • 5C14045.0517-Ri ' 06/67/2017 ' • UL,LIC.(QUA9625) Quality.Control .-..... . Multiple-Listing R16814 12/10/2015 . UL,LEC.(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/TR1 April 2012.- . . • 4.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat reinforced, film-surfacedi SBS modified bitumen roof underlayment;meets ASTM D1970. „ . 5. LIMITATioNs: , . 5.1 This is a building code evaluation: Neither Trinity(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. 5.2 This Evaluation Report is not fOruse 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,LLC. Evaluation RetiortA47.960.10.12-R6 Certificate of Authorization#9503 6 'EDITION(2017)FRC NON-HVHZ EVALUATION FL16048-R6. • TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 2 of 6 . . • • • I TRIM I • IERD 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: ,;;Fy;„::, • srierir47,4,455*:: •LIP:fm . • . •.,: Wood Shakes Underlayment Asphalt. Nail-On Tile Foam-On Tile Metal . Slate • Shingles &Shingles • • Tri-Built Sand-R SA Shingle Yes No No No Yes Yes Underlayment , Tr-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. • • Adhesive . • Florida Product Approval - -Underlayments ICP Adhesives Polysete AH-160• F1.6332 Tri-Built S/A HT TU Underlayment Dow TileBondT" R22525 Tri-Built S/A HT TU Underlayment 5.6 Allowable Substrates: 5.6.1 Direct-Bond tb Deck: • ' • 0. Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: .0- Plywood; ASTI%D41 primed plyWoOd; OSB;ASTM'.D41 pritned.OSB;Southern Yellow Pine;ASTM D41 primed Sotithern YelrOW„Pine;.ASTM D41 priffecfStructijral concrete. While not required over plywood 056 or Southern Yellow Pine substrates,TRI-BUILT Materials Group,LLC recommends priming the deck if the final roof Coveris not slated for installatibh Within 24 hours. Uote: • 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: • Sand-R SA Shingle Underlayment,Tri43uilt S/A 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 (Tr-Built TI.L.Oildplay'rpert only);•insulation attachment shall be • designed by a'qualified'design professional„end 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,LLC. Evaluation Report 442960.10.12-R6 Certificate of Authorization#9503 5r”EorrioN(2017)FRC NON-1-1VHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2917 Page 3 of 6 • \ • \\\J TRINITY ERD 5.6.3 - Bond to Mechanically Attached Base Layer: Tri-Built Sand-R SA Shingle Undertayment,Tri-Built S/A HT TU Undertayment or Tri-Built Smooth HT S/A • Underlayment applied to: ASTM D226,Type I or U 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 20121(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 direckleck underlaymentsysterps that arenot addressed in,FRSA/TRI April 2012(0442)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 deterrninatiOn of design wind pressures. #1 Maximum Design Pressure=• psf: Deck: Min. 15/32-inCh plywood to meet project,requirements to.satisfaction of Authority Having Jurisdiction. . Primer: (Optional)ASTM D41 or RSIST.0 EXTERIOR pRiMER Underlayment: Tri-Built TU Ondedayment,self-adhered. #2 Maximum Design Pressure= 67.5 psf: - ' Deck ; . Structural,concrete-;to,meet project requirements.tp.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 , • • . • . beck: Min. 15/32-inch APA-rated'13C.X 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 projectionsshallbe removed/sanded: Primer: • (Optional) RESIST°EXTERIOR PRIMER . .; . Underlayment:', S/A 'Underlayment, 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 MaXinium'Design Pressure=-60.0 psf: •I Deck:' • Min: 1 /32-iricii'plywood tb 'meet project requirements to satisfaction of Authority . Having JurisdictiOn.. Base Sheet: Soprema'S'oora: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 4iree, 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 of Authorization#9503 6r"EDITION(2017)FRC NON-HVH2 EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 4 of 6 . • ( 1Ili) • 'N.1 TRINITY E 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 employli an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM -Loss:Pfe*tion:Pata:,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(JanUaiy2016)for Zone 2/3 enhancements. • 5.7 Exposure Limitations: Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT SiA Underlayment shall not bei left exposed for longer than 30-days after installation Tri-Built VA HT TU Underlayment shall not be left exposed for longer than 180-days after installation.' 5.8 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12)): When loading roof tiles on the underlayment in direct-deck tile 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. 111= ' Tile Profile Staging Method , Maxtmum Slope . 11.111 1111111111110111111111.11 Max.10-tile stack 6:12 Lugged Max.10-tile stack MEM Max.10-tile stack(bottom 2-tile stack shall be inverted,followed by 8 tiles high 6:12 • on slope,as shown below) • Tn Built u.7.•,,c,f7,-.7-- S/A•HTTU • • Underlayment • • .Lugged. • • . , • ••,1•': • ' • . • !„;--. - _ .• • , • • •• • • - • Exterior Researth arid Design,LLC. • • - Evaluation Report A42960.10.12-R6 Certificate of Authorization#9503 Ein*EDITION(2017)FBC NON-HVHZ EVALUATION • • FL16048-R6 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 5 of 6 Z Z a0e4:1 92t 8 ra, vA*c• ei b0gric. sA4gN XAe e dEx ?e fiP Ada ld/ .0 r t s • • • - • • .: ,ssi..gostaomple 213523924 ease est ll •mS4acta9ta;ageganeopedinq we qasaleavandaq act wpm assagd`tha4Da poosool e o;vat Vie apDas-wo mad age=:p-paw a taaataagatli mpg uclacsesumco P pass.tg.temPopnicd swarm aggL7ato - afteg#2414A mapper.=we igrapawageagaagZepyAmd •STi •alPQ+Paasa9=same'ZtOZTxgsAOa H CY7scrs . 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