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Home My WebLink AboutProduct Approval Florida Building Code Online C `) (y` (\\ hllps://wm w.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX... r ''�`•' •Cites."7 nwr,(Ia �uw..� .:.al' �0� SCIS Home { Log In { User Registration Hot Topics Submit Surcharge { Stats&Facts Publications FBC Staff { BCIS Site Map ( Links I Search db a 01-In"Product Approval 1USER:Public User i�aaurtas Product Approval Menu>Product or ADolication Search>Application List>Application D tail Di~au FL# FL16048=R6 Application Type Revision' Code Version 2017. Application Status Approved Comments Archived. i Product Manufacturer Tri-Built Mater als Group,LLC Address/Phone/Email PO Box 70 Rutherford, N1 07070 (800)516-14 5 david.ruiz@tri uiltmg.com Authorized.Signature David Ruiz david.ruiz@tri:)uiltmg.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherfol d, NJ 07073 (201)842-24 9 david.ruiz@tri uiltmaterialsgroup.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Uhderlaymen Compliance Method Evaluation Re iort from a Florida Registered Architect or a Licensed Florida Profes tonal Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert Niemir en the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/18/2020 Validated By John W. Knez vich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL16048 R6 10I 2017 01 COI Nieminen. df Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM G155 2005 FM 4474 2011 FRSA/TRI Ap 112012(04-12) 2012 UL 1897 2012 1 of 2 6/19/2018, 12:36 PM Florida Building Code Online https://w,vw.floridabuilding.org/pr/pr_appjtl.aspx?param=wG EVX... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Opt on 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 FL# Model,Number or Name Description 16048.1 TRI-BUILT Roof Underlayments Se(-adhering,modified bitumen roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No F 16048 R6 II 2017 09 FINAL ER TRI- Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS FL16048-R6. df Impact Resistant: N/A Vrifled By: Robert Nieminen PE-59166 Design Pressure: +N/A/-150 Cle ated by Independent Third Party:Yes Other: 1.)The design pressure noted herein pertains to use luation Reports of foam-on tile systems overtop the self-adhering R6 AE 2017 09 FINAL ER TRI- underlayment for one particular application.See ER Section B ILT UNDERLAYMENTS FL16048-R6. df 5.6.4 for details.2.)Refer to ER Section 5 for other Limits of C eated by Independent Third Party:Yes Use. ' Back N xt i Contact Us;;2601 Blair Stone Road Tallahas Phone:850-487-1824 The State of Florida is an WEED employer.Copyright 2007-2013 F ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mall a dress released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office.by.phone or by traditional mall,I yo have any questions,please contact 850.487.1395,*Pursuant to Section. 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Cha ter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be ade available to the public.To determine if you are a licensee under Chapter 455,F.S.,please Ick hers. Product Approval Accepts: Credit and Saf 2 of 2 6/19/2018, 12:36 PM EXTERIOR FEFARCH& DESIGN, LLC. Certificate of Authorization#19503 TRINITY ER 353 CHRISTIAN SrFEET'CT 106478 (203)262-9245 EVALUATION REPORT TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-R6 PO Box 70 R-16048-136 Rutherford, NJ07070 -Date of Issuance: 10/25/2012 (800)516-1485 Revision 6: 09/25/2017 Sll./rG . This Evaluation Report is issued under Rule 61620-3 and the applicable rules and regulations governing the use of construction materials in the State of Rorida:The documentation submitted has been reviewed by Fbbert,Nieminen, RE for use of the product under the Rorida Building Code and R�rida Building Code, Residential Volume. The products'described herein have been evaluated for compliance wit the eh Edition (2017) Rorida Building Code sections noted herein. l DIKRF'TIom TRI-BUILTFbof Underlayments LABEJNCLabeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CON11NUEDODmRiANCE This Evaluation Report isvalid until such time a the named product(s)changes,the referenced Quality Assurance documentation changes,or provisions of the Code t at relate to the product change. Acoeptanoe of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, RE if the product changes or the referenced Quality Assurance documentation changes. Trinity) EF0 requires a complete review of this Evaluation Report relative to updated Code requirements with each COIde 01cle. ADVBM,% ENT: The Evaluation Report number preceded by the words"Trinity) ERD Evaluall" may be displayed in advertising literature. If any portion of the Evaluation Report isdisplay ,then it shall be done in its entirety. INSEMON: Upon request,a copy of thisentire 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 Feport consistsof pages 1 through 6. Prepared by: ��►> ,�,«,,,,,, - 4 _r`J •'�/moi Robert dM. Nieminen,P.E •.,ss,'��;;4„t�' ,,:,,<:« The fa simile seal appearing was authorized byFbbert Neminen, Rorida Registration No.59166,Rorida DMANE1983 P.EonOg/2512017.Ws does not serve as anelectronically signed doaunent. CB711F1Ckn0N OFINDa'ENDENCE 1. Trinity]6FD does not have, nor does it intend to aoquire or will it aoquire, a financial interest in any oompany manufacturing or distributing.products it evaluates 2. Trinity]ERD is not owned,operated or controlled by any oompany manufactu ling or distributing products it evaluates 3. Fbbert Nieminen, RE does not have nor will acquire,a finandal interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Fbbert Nieminen, RE does not have,nor will acquire,a financial interest in y other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity]ERD nor Fbbert Niemin , RE are, in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/w used for permitting or design guidance unless retained specifically for that purpose. TR Nrry l ERD ROOFING CDM PONBVT B/AWA110N: 1. S;7oPE Product Category: Fbofing .Sib-Category: Underlayment Compliance gate,ment: TR-BUILT Fbof Underlayments, as produced by TRI-BUILT Materials Croup, LLC, have demonstrated compliancewith the following sections of the 6th Edi ion(2017)Florida Building(ode through testing in accordance with the following 3andards. Compliance is subject to the Installation Fbquirements and Limitations/ Conditions of Use set forth herein. 2. STANDARDS Section Property Standard Year 1504.3.1 Wind Fbsistanoe I M 4474 2011 1504.3.1 Wind Uplift I JL1897 2012 1.504.6 Acoelerated Weathering G155 2005. 1507.2.4/ 1507.1.1,1507.2.9.2 Physical Properties D1970 2015 1507.3.3 Physical Properties I RSWTH April 2012(0412) 2012 3. R4EREVCPS Entity Examination Reference Date BRD("M049) Physical Properties 4AO 540.02.13-1 02/1912013 EFD OM049) Physical Properties 0540.11.13 11/1912013 6RD O049) Physical Properties 0540.03.14 03/26/2014 'E�D(SRA9) fhysiod Properties 71):04.14-2 04/02/2014 ERDO 6049) Physical Properties J70.04.14-3 04/02/2014 BFD CM049) Physical Properties 70.04.14-1 04/10/2014 9RD(T5f6049) Physical Properties 70.04.14-4 04110/2014 13:4)(TSM049) Physical Properties 0.02.14-1-R1 05/14/2014 BID(TSM049) Physical Properties 0.05.14 05/28/2014 ffU(TSF6049) Physical Properties 0540.10.14 10/31/2014 HRDUM049) Physical Properties 645.02.15 02/13/2015 9FD(TST6049) Accelerated Weathering 0520.04.15 05/27/2015 EFUGSFW49) WinObsistance 404505.47-Ri- 0610712017 UL,LLC:(QUA9625) Quality Control ultiple-Listing R16814 12/10/2015 UL;LLG(QUA9625) Quality Control 3arvice Omfirmation Exp.07/18/2020 4. PRODUCT Demmm 4.1 Tri-Built Sand-R S4 Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, MS modified bitumen roof underlayment,with a36-inch shEat width;meetsASFM D1970. 4.2 Tri-Built SIA HT TU Underlayment is a self-adhering; non-woven polyester fabric surfaced, S3S modified bitumen roof underlayment;meets ASTM D1970 and TRI April 2012. 4.3 Tri-Built Snooth HT SIA Underlayment is a self-adhering, glass-mat reinforced, film-surfaced, 93S modified bitumen roof underlayment; meetsASFM D1970. 5. WITAMONS 5.1 This is a building code evaluation. Neither Trinityl EFE nor Fbbert Nieminen, RE are, in any way, the Designer of Fbcord for any project on which this Evalu tion Fbport, or previous versions thereof, is/was used for permitting or design guidance unless retained sr ecifically for that purpose. 5.2 This EVatuation Fbport is not for use in'FBCHVHZjurisdic ions. 5.3 Fre aassification is not part of this Evaluation Fbpo ; refer to current Approved Fbofing Materials Directory for fire ratings of this product. Exterior Research and Design,LLC Evaluation Fbport A42960.10.12-M O+rtificate of Authorization#9503 a EDrncN(2017)F BCNON-HVHZBI ArION R-16048-M TFC-BUILT Roof Underlayments;(800)E 16-1485 levision 6:09/25/2017 Page 246 TRINITY I ERD 5.4 TRI-BUILT Fbof Underlayments may be used with y prepared roof cover where the product is specifically referenced within FBC approval document If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this valuation combined with supporting data for the prepared roof covering. 5.5 Allowable Fbof Covers: TABLET: FocF Cwm ONS Underlayment 9Asphalts Nail-On Tile Foam- Tile Metal W&9 i glakes gate Tri-Built Sand-RSAgiingle Yes No Nc No Yes Yes Underlayment Tri=Built S'AHTIU Yes Yes Y Yes Yes Yes Underlayment. Sre 5 5.1 Tri-Bufft Snooth HT9A Yes No Nc Yes Yes Yes Underlayment 5.5.1 "Foam-On Tile' i Mni®I[Mul@of EM fol lowi ng ApprovedLISP ad�0underlayment combinations. TABLE 1A:ALLmABLETILEA EsvE/ UNDI RAYM ENT ODM BINAT10N9 Adhesive Rorida Product Approval Underlayments ICPAdhesivesPolyset®AH-160 R-6332 Tri-Built S'AHTTU Underlayment Dowiilel3ondTm 622525 Tr' ilt-SAHTTU Underlayment 5.6 Allowable Substrates: 5.6.1 Direct-Bond to Deck: ! Tri-Built Sand-RSA Siingle Underlayment,Tri-Built SA HTTU Underlayment or Tri-Built Smooth HT SIA Underlayment applied to: Plywood;ASTM D41 primed plywood; OSB;ASTM D41 primed 058; Southern Yellow Pine;ASTM D41 primed Southern Yellow Pine;ASTM D41 primed structural concrete. Whife not required over plywood,093 or Southern Yell w Rne substrates,TF&BUTLTIVIaterfals Croup,LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT Materials Croup, LLC requires tongue-and roove board decking be covered with plywood or 083 prior to installation of the self-adhering underlaym nt. 5.6.2 Bond-to-Insulation: Tri-Built 8end-RSASiingle Underlayment,Tri-Built g HTTU Underlayment or Tri-Built Smooth HT 8'A Underlayment applied to: 6, Dens Deck Prime; %DJRDC<%psum fiber Roof Bc ard. For installation under mechanically attached prepar I roof coverings, insulation shall be attached per minimum requiremen Ef Nprepared roof covering inanufac®er'RProdU `' proval. Fbr inMa[Bn F5 under foam-on tile systems (Tri-Built SIA 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 F IVI 4474,Appendix D or TAS 114,Appendix d Fbfer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Ap roval for Overturning Moment Resistance Performance. Exterior Fbsearch and Design,LLC Evaluation Fbport A42960.10.12-F;6 Q7 rtificate of Authorization#9503 6'"ED110N(2017)F BCNON-W ZEv AT10N R-16048-M TM-BUILT Fbof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 3 of 6 TRINITY I ERD 5.6.3 Bond to Mechanically Attached Base Layer: Tri-Built Sand-RSA Shingle Underlayment,Tri-Built SA HT TU Underlayment or Tri-Built 8nooth HT SIA Underlayment applied to: MASTM 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 the systems (Tri-Built SIA HT TU Underlayment only), base layer shall be attached per minimum requirements of FRSA 1Rl April 2012(04-- 12). 5.6.4 Wind Fbsistance for Underla ment stems in Foam- Tile licetions: FRSA/TR April 2012 (04-12) does not address wind uplift resistance of all underlaym nt systems beneath foam-on the systems,where the underlayment forms part of the load-path. The foll wing wind uplift limitations apply to direct-deck underlayment systemsthat are not addressed in FRSACR April 2012(04-12)and are used in foam-on tile applications. Maximum Design Pressure is the resull of testing for wind load resistance based on allowable wind roads, and reflects the ultimate passing ressure divided by 2(the 2to I margin of safety per FBC 1504.9 has already been applied). Pefer to TR April 2012(04-12),AppendixA,Table 1A or FBC1609 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. Rimer: (Optional)ASTM D41 or FESSrO ORPRMBR Underlayment: Tri-Built&A HTTU Underlayment,se f-adhered. 42 Maximum Design Pressure=-67.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Soprema Bastocol 600c Underlayment: Tri-Built SIA HTTU Underlayment,self-adhered. #3 Maximum Design Pressure=-150.0 psf: Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed Gside up) to meet project requirementato satisfaction of Aut10 ity Having Jurisdiction. Deck Preparation: Plywood shall be thoroughly dean 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 b a removed/sanded. Primer: (Optional)FESSfOBCrERORPRM Underlayment: Tri-Built &A HT TU Underlayment, If-adhered, shall be thoroughly roll using hand roller and/or weighted roller to en re there are no voids, and ensure there are no voids(bridging at side and end-laps. #4 Maximum Design Pressure=-60.0 ysf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Soprema Sbpra-G or Modified Supra-30 mechanically attached with nails(FBC 1517.5.1) and tin caps(FBC 1517.5.2)spaced 6-rich o.c.at the4-inch laps and 6-inch o.c. in three, equally spaced rows in the center oft ie sheet. Underlayment: Tri-Built SIA HTTU Underlayment,sE If-adhered. Ederior Research and Design,LLC Evaluation Peport A42960.10.12-F;B (.brtificate of Authorization#9503 6�"®171ON(2017)F BCNON-f M Z ON 816048-R& TR-BUILTFbof Underlayments;(800) 16-1485 Revision 6:09/25/2017 Page 4 of 6 TRINITY 1 ERD 5.6.4.1 For mechanically attached Base Sheet,the ma)amum d ign pressure for the selected assembly shall meet or exceed that required under FRS4/TRI April 2012(04-'2),AppendixA,Table 1A Alternatively, the maximum design pressure for the se ected 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 prc fessional to resist the elevated pressure criteria. Cammonly used methods are ANSIS:I WD1, FM ss Prevention Data Sheet 1-29 and Fbofing Application Standard RAS 117. Assemblies marked vyth 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 Siingle Underlayment or Tri-Built Smooth HT&A Underlayment shall not be left exposed for longer than 30-daysafter installation Tri-Built S'A HTTU Underlayment shall not be left exposed for longer than 180-days after installation. 5.8 Tile Sippage Limitations TAS 103 per FRSA/TH April 20'2(04-12 : When loading roof tiles on the underlayment in direct4 leck 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. TABLE2: TILESjPPAGELim ITA-noNSFCRDI DB7CTILEINSfALLAl10Ns Underlayment Tile Profile Staging Method Maximum Sope Rat Max.10-tile stack 6:12 Lugged Max 1atilestack 5:12 Max 10-tile stack(bottom 2-tile stack all be inverted,followed by 8tiles high 6:12 on slope,as shown below) Tri-Built SAHTTU '.. Underlayment Lugged a Exterior Pesearch and Design,LLC Evaluation Fbport A42960.10.12-F6 Certificate of Authorization X19503 6'"®IhhCN(2017)F BCNCN-HVI-IZE/ UA-nCN FL16048-F;B TR—BU UJbof Undedayments;(800) 16-1485 favision 6:09/25/2017 Page 5 of 6 i TRINITY I ERD 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 FL-fasten any loose decking panels, and check for prot ding nail heads. Sweep the substrate thoroughly to remove any dust and debrispriorto application,and rime the substrate(if appiicabie). 6.3 Tri-Built Sand-RSA Shin le Underla ment Tri-Built SI HTTU Underla ment or Tri-Built Smooth HT&A Underlayment: 6.3.1 Stall 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 in alled. 6.3.2 Non-Tile applications: While priming is optional, TRI-BUILT Materials Group, C 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 releasefilm. 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. Rrmly roll,broom or hand-press the r iembrane into place to achieve a bond. Horizontal seams should be minimum 3-inches, oonfi red to shed water. Vertical seams should be 6- inches and staggered not lessthan 2-ft from vertical s in the course below,sealed in accordance with 11RI BUILTMaterialsGroup,ILCrequirements. When installing at slopes above 8:12, TRI-BUILT Mat rials Group, LLC recommends back-nailing in the overlap area at the top of the sheet at 12-inch o.c. For Valleys and Rdges: out underlayment into 4 to 6 foot lengths.Teel 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 t ie lowest point and work upward. 6.3.3 Tile Applications Tri-Built SA HTTU Underla ment on : Feference is made to FRSVTRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. Fbr foam-on tile applications,reference is made to Sect on 5.6.4 herein for wind resistance limitationsthat fall outside the scope of FRSVTRI April 2012(04-12). Tile shall be loaded and staged in a manner th prevents tile slippage and/or damage to the underlayment. See Table 2 herein, and TRI-BUILT M erials Group, LLC published requirements for tile staging. 7. BuLDINGPBWITREQuil:;E siTS As required by the Building Official or Authority Having Jurisdicti n in order to properly evaluate the installation of this product. 8. MANuFACTuIRINGRANTS Gulfport,MS 9. QuAuTYAssipmc>=T aw.. UL,LLC—QUA9625; (314)578-3406;k.chancellor@us.ul.com -END OF E✓AWATI ON - Exterior Pesearch and Design,ULC Evaluation Peport A42960.10.12-M Ct rtificate of Authorization#9503 67"ED11ON(2017)FBCNON-I M Q ATION FL16048-fes TR-BUILTIbof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 6 of 6