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Home My WebLink AboutProduct Approval underlayment rionc a Buildmg Code Online Page l of 2 t 1 !@t SCIS Home i Login i User Registration Hot Topics ! Submit Surcharge Stats&Facts Publications i Mr-Staff SCIS Ste Map y Links Search i floridd ' Product Approval !� QT �.}USER:Public User ��r me 969696 � product Approval Meng>Product or Aoplicitjon Search>Application List>Application Detail FL# FL16048-R6 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 q fl jz Q Authorized Signature David Ruiz p�"fi17rj david.ruiz@tribuiltmg.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North / / East Rutherford,NJ 07073 6(/ 6V (201)842-2449 'david.ruiz@tribuiitrriaterialsgroup.com REVIEW FOR Quality Assurance Representative COD E CSV LIANCE Address/Phone/Email �+ pp gg ��p/�� /"�y *, d=4A�./ O U NTY Category Roofing �^ Subcategory Underlayments !d Compiiance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/18/2020 yi�j Copy Validated By .John W.Knezevich,PE eL i�lp r Validation Checklist Hardcopy.Received i Certificate of Independence FL16048 R6 COI 2017 01 COl Nieminen.odf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM G155 2005 FM 4474 2011 FRSA/TRI April 2012(04-12) 2012 UL 1897 2012 i Equivatence.of Product Standards Certified By t Sections from the Code t E t i https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgtFPmdYiND... 1/12/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 09/25/2017 Date Validated 10101/2017 Date Pending FBC Approval 0/03/2017 Date Approved 12/12/2017 Summary of Products FL# 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 FL16048 R6 11 2017 09 FINAL ER TRI- Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS FL16048-R6.pd Impact Resistant:N/A Verified By:Robert Nieminen PE-59166 Design Pressure:+N/A/-150 Created by Independent Third Party:Yes Other:1.)The design pressure noted herein pertains to use Evaluation Reports of foam-on the systems overtop the self-adhering FL16048 R6 AE 2017 09 FINAL ER TRI- underlayment for one particular application.See ER Section BUILT UNDERLAYMENTS FL16048-R6.pd 5.6.4 for details.2.)Refer to ER Section 5 for other Limits of Created by Independent Third Party.Yes Use. Back Next Contact U ;:2601 Blair Stone Rood.Tallahassee Fl.32399 Phone,8.50-487-182 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement :Accessibility Statement::Refund Statement Under Florida law;email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address it they have one.The emalls 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 made available to the public.To determine If you are a licensee under Chapter 455,.F.S.,please dick he_re. Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/pr/pr_app dtl.aspx?parain=wGEVXQ*tDqtFPmdYiND... 1/12/2018 �°• EXTERIOR RESEARCH&DESIGN,I.I.C. Certificate of Authorization#9503 TRINITY E�a® 353 CHRISTIAN STREET,UNIT#13 f� OXFORD,CT 06478 (203)262-9245 EVALUATION REPORT TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-R6 PO Box 70 FL1604&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 6th 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 IERD 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: s--_'OF_•gip Robert J.M.Nieminen, P.E. •°r.;�s�: r ,� The facsirnhe seal appearing was authorized by Robert Nfeminen, Florida Registration No.59166,Florida DCA ANE1983 ......... P.F on 09/25/2017.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. 5. 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. TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments, as h produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the 6' 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/TRl April 2012(04-12) 2012 3. REFERENCES: EntitV 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 540540.03.14 03/26/2014 ERD(TST6049) Physical Properties 544870.04.14-2 04/02/2014 ERD(TST6049) Physical Properties 544870.04.14-3 04/02/2014 ERD(TST6049) Physical Properties S44870.04.14-1 04/10/2014 ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014 ERD(TST6049) Physical Properties 543530-02.14-1-RI 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 SC764S.02.15 02/13/2015 ERD(TST6049) Accelerated Weathering SC8520,04.15 05/'27/2015 ERD(TST6049) Wind Resistance SC14045.05.17-RI 06/0712017 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 uhderlaVment,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 SIA, 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 I 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 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,LLC, Evaluation Report A42960.10.12-R6 Certificate of uthorization#9503 6T"EDITION(2017)F13C NON-HVHZ EVALUATION F1.16048-136 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6.09/25/2D17 Page 2 of 6 . TRINITYI 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: ;TABLE 1:':ROOF COVER.OPTIQNS Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes Slate Shingles &Shingles Tri-Built Sand-R SA Shingle Yes Na No No Yes Yes Underlayment Tri-Built S/A HT TU Yes Underlayment Yes Yes See 5.5.1 Yes Yes Yes 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 the adhesives/underlayment combinations. TABLE 1A:ALLOWABLE TILE ADHESIVE/UNDERLAYMENT COMBINATI-ONSl Adhesive Florida Product Approval Underlayments ICP Adhesives Polyset°AH-160 FL6332 Tri-Built S/A HT TU Underlayment Dow TileBond'" FL22525 Tri-Built S/A HT TU Underlayment 5.6 Allowable Substrates: 5.6.1 Direct-Band 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. r 'Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval far Overturning Moment Resistance Performance. Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R6 Certificate afAuthorization 119503 6`x EDITION(2017)FBC NON-HVH2 EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6-.09/25/2027 Page 3 of 6 i . . \] �� ^� U K�8U�N � U '��^ 5�.3 Bond to Mechanically Attached Base Laver. Tri-Built Sand-RDA Shingle Undedaymment,Tri-Built S/AHTTQUnderlaymentorTri-BuibSmooth RrS/A UndedaVmem*applied to: > ASTIVID226,Type|pr\|felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum 'gzdified requirements. For installations under foam-on file systems (Tri-Built SIA HT TU Underlayment only),base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04- 12)' 5.6.4 FNS@/TRl April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems,where the undedaymentforms part ofthe|ood'path. The following wind uplift limitations apply todirect-deck undedaymentsystems that are not addressed inFRS//Ts|April 2O12(04'z2)and are used infoam-on tile applications. Maximum Design Pressure is the result of testing for wind |ued resistance based on allowable wind loads,and reflects the ultimate passing pressure divided by2(the 2to1margin ofsafety perF8C 1504.ghas already been appUed). Refer toFBSo/T0NApril 2gz2(04-12),Appendix A,Table 1Aor FBC1G0gfor determination ofdesign 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: (Optionai)ASTM D41orRE3|STOEXTERIOR PRIMER Qndedayment: Tri-Built S/AMTTU UnderlaVmentse|f-adhered. ' #Z Maximum Design Pressure Deck Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. i Primer: SopnamaE|nstoco|6O0c Undedayment: Tr7,BuUtS/AHTTUUnder|aymmwntxo\f-adhered. � #3Maximum Design Pressure=-150.0 P � Deck: Min. I5/k4nch APA-rated BCX plywood (may be installed C-side up) to meet project requirements tusatisfaction ofAuthority 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 benemoxed/sanded.. Primer: (Optiona/)R[8SToEXTERIOR PRIMER Undedaymeht: Tri'oui|ts/A HT TU Wnder|ayment 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 atside and end-lapa. � . #4 DeckMin. 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 coos(FBC 1517.5.2)spaced 6-inch'o.c.at the 4-inch laps and 6-inch o.c.in three, � equally spaced rows inthe center ofthe sheet. Undedayment: Tri-Built S/&MTTU UndeHsyment,se}f-adhened. Exterior Research and Design,uc Evaluation Report«429oo.1o.12-on ceroftcamuyxvmuaratmnmeao d"EDITION(anz4Facmom'oxxZ EmuUxnum pL160*8-n6 TRI-BUILT Roof uuurxaym'nts`WoNu10-1*os Revision 6:09/2512017, Page 4mn \ | I . �J'T'�RINITY I ERD 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 Zane 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 Slippage Limitations(TAS 103 per FRSITRI 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. TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT-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 a sE^t I } 1, Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-116 Certificate of Authorization#9503 6"EDITION(2017)FBC NON=HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments,(800)S16-1485 Revision 6:09/25/2017 Page 5 of 6 I i i 1 --- \ � � �J U K�UU��0 U U ( �� ^—^^�" � G' ImsnuuATuom; � 61 TRI-BUILT RoofWndedayments shall bainstalled inaccordance 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 UnderlaVment,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 undedayment in FBC Table ' 15071'1for the type ofprepared roof covering tnbeinstalled. 6.32 Non-'rile applications: / While priming isoptional,TRI-RU\LTMaterials Group,LLC recommends priming the deck ifthe final roof cover isnot slated for installation within 24hours. Apply sheet parallel tuthe roof edge. Roll out approximately 10ftnfmembrane and peel back the first 3 � ftofrdeaseNm. | Adhere the exposed part tothe substrate and unroll the remaining membrane asfaraspossible. Once the entire length of membrane is in place, pee|'offthe release film 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 'inchesandstaggerednotiessthan2-ft from vertical seams inthe course below,sealed inaccordance with TRI-BUILT Materials Group,LLC requirements. � When installing at slopes above 8:12' TRI-BUILT 80oteria|sGroup, LLC recommends back-nailing in the overlap area atthe top ofthe sheet atlZ-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 ofthe valley orridge in each direction. For valleys,apply the sheet starting atthe lowest point and work upward. 6.3.3 Tile Applications(Tri-Built S/A HT TU Undeflayment only): Reference is made to FnSA/TR\ April 2012 A04-13 {pgaUadnn Manual and Table 1 herein, using the instructions noted above aoaguideline. i For foam-on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that fall outside the scope ufFRS/hTR|April 2V12(O4'13}. Tile shall be loaded and staged in u manner that prevents tile slippage and/or damage to the undedayment. 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—OWA8625;(314)57B-3406;k.chanceUbr@us.uioom END opEVALUATION REPORT' Exterior Research and Design,uc Evaluation Report A42960�.12-R6 Certificate vyAuthorization oa5ua 6TH EDITION(zozr)mcwow'ovxZEVALUATION rummo'xs � TRI-BUILT Roof u"unruvments;VmNsza-14xs Revision 6:09/25/2017 Page aofo