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Home My WebLink Aboutproduct approval for Peel and stick shingle underlayment fl160488/26/2020 Florida Building Code Online ZHHERERERE BCISHome i Logln , UserReglstration : HotToplcs ) Submitsurcharge i Stats&Facts I Publlcations : Contactus i BCISsiteMap ( Links ( Search Product Approval USER: Publi[ User Product Aiaproval Menu > Product or 2plication Search > Ari]lication List > Application Detail FL# Application Type Code Version Application Status Comments Archived Product: Manufacturer Address/Phone/Email Authorized Signatilre Technical Representative Address/Phone/Email Qual'lty Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL16048-R6 Revision 2017 Approved Tri-Built Materials Group, LLC PO BOx 70 Rutherford, NJ 07070 (800) 516-1485 david,ruiz@tribuiltmg,com David Riiiz david .ruiz@tribui ltmg .com Davld Rul2 250 Route 17 North East Rutherford, NJ O7o73 (201) 842-2449 david.ruiz@tribuiltmaterialsgroup.com ROofing Underlayments Evaluat:ion Report from a Florida Registered Architect or a Licensed Florida Professlonal Engineer Evaluation Report -Hardcopy Received Florida Englnecr or Arc.hltect Namt: wlio dcveloF]ed tlie Robert Nlemlnen Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificat:e of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certifled By PE-59166 UL LLC 06/29/2023 John W. Knezevich, PE ' Valldat.Ion Checklist -Hardcopy Recelved Standard ASTM D1970 ASTM G155 FM 4474 FRSAITRI April 2012 (04-12) UL 1897 www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtFpmdYiNDwrvipmtAnR8jv9FiYHTk4FLCxcqvtRhfvMw%3d%3d 1/2 8/26/2020 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 1 option D 09/25/2017 10/01/2017 10/03/2017 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 af Use Installation Instructions Approved for use in HVHZ: No FL16048 R6 11 2017 09 FINAL ER TRI- Approved for use outs ide HVHZ: Yes BUILT UNDERLAYMENTS FL16048-R6. 2d£ Impact F`esistant: N/A Verlfled By: Robert Nlemlnen PE-59166 I)es[gn Pressure: +N/A/-150 Created by Independent Third Party: Yes Othel`: 1.) The deslgn pressure noted herein pertains to use of Evaluation Reports foam-on tile systems overtop the self-adhering underlayment FL16048 R6 AE 2017 09 FINAL ER TRI- for one partlcular appllcat I.on. See ER Sectlon 5.6.4 for details.BUILT UNDERLAYMENTS FL16048-R6. f 2.) Refer to ER Section 5 for other Umlts of Use,Created by Independent Third Party: Yes EEE Contact Us : : 2601 Blair Stoiie Road, li]llahassee FL 32399 Phone: 850-487-1824 The State Of Florida is an AA/EEO employer, £gpy[ight 2007-2013 State Of Florida. : : Ed}[agr Statement : : Accessibility Statement : : Refund Statement Under Florida few, 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 electronie mall tci this entity. Instead, contact the office by phone or by traditlonal mail. It 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, FS. must pro\/lde the Department with an emaH address lf they have one. The emails provided may be used for official communlcatlon \^/lth the llcensee. tiowever email addresses are pubwc record. If you do not wlsh to su|)Dry a personal address, phase provide the Department with an eman address which can be made available to the piiblic. To determine if you are a licensee iinder Chapter 455, F,S„ please cllck b£[s.. Product Appro`/al Accepts: EE RE EiH BEE E Credit CardSate www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVxctwtDqtFF'mdYiNDwrvipmtAnR8jv9FiYHTk4FLCxcqvtRhfvMw%3d%3d 2/2 (\:h_:;TRINITY EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 (203) 262-9245 TRl-BUILT Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800) 516-1485 Evaluation Report A42960.10.12-R6 FL16048-R6 Date of lssuance: 10/25/2012 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. DEscRlpTloN: TRl-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| 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. INspECTloN: 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 cons.ists of pages 1 through 6. Prepared by: Robert I.M. Nieminen, P.E. Flor.Ida Flegistration No. 59166, Flor;da DCA ANE1983 .+.ssr.N.Nf##`gr#f-:.- '' tr = i-..3j;ii£.;i;,;iifii;j`:::`;?= The facsimlle seal appearln8 was authorlzed bv F`obert Niemlnen, P.E. cin 09/25/2017. This does not serve as an electronlcally slBned document. CEBTIFICATION 01: INDEPENDENCE : 1. Trinity|ERD 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 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 Trinfty|ERD nor Robert Nieminen, P.E. are, in any way, the Des.i8ner of Reccird 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. (\::;i-`!lN,TY ROOFING COMPONENT EVALUATION: 1. ScOpE: Product category: Roofing Sub-Category: U n derlayment Compliance Statement: TRl-BUILT Roof Underlayments, as produced by TRl-BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the 6th Edition (2017) I=lorlda Building Code through testing in accordance with the following Standards. Compliance is subj.ect to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section ls04.3.1 1504.3.1 1504.6 1507.2.4 / 1507.1.1,1507.2.9.2 1507.3.3 3. REFERENCES: Erty ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) lJL, LLC. (QUA9625) UL, LLC. (QUA9625) Property Wind Resistance Wind Uplift Accelerated Weathering Physical Properties Physical Properties Examination Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Accelerated Weathering Wind Resistance Quality Control Qua lity Control Standard FM 4474 uL 1897 ASTM G155 ASTM D1970 FRSAnRi April 2012 (04-12) Reference S40540.02.13-1 S40540.11.13 S40540.03.14 S44870.04.14-2 S44870.04.14-3 S44870.04.14-1 S44870.04.14-4 S43530.02.14-1-RI S43530.05.14 S40540.10.14 SC7645.02.15 SC8520.04.15 SC14045.05.17-RI Multiple-Listing R16814 Service Confirmation Date on.|T8|2fjr3 11/19/2013 ua|2:6|2:OL4 04/02/2014 04/02/2014 04/10/2014 04/10/2014 05/14/2014 05/28/2014 10/31/2014 02/13/2015 ash:]i2fIT5 06iovn:Or] 12/10/2015 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 FRSAnRI 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. 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 gLlidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHzj.urisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterlor Research and I)eslgn, LLC. Ce rtificate of Authorization #9503 6" EDITloN (2017) FBC NON-HVHZ EVALUATION TRl-BUILT Roof Underlayments; (800) 516-1485 Evaluation Report A42960.10.12-R6 FL16048-R6 Revision 6: 09/25/2017 Page 2 of 6 :#:,N,TY 5.4 TRl-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. Allctwable Roof Covers: TABLE 1: ROOF CdvER0rmoNs - underlayment AsphaltShingles Nail.On Tile Foam-On Tile Metal Wood Shakes&Shingles Slate Tri-Built Sand-R SA ShingleUnderlavment Yes No No No Yes Yes Tri-Bu.ilt S/A HT TU Yes Yes Yes Yes Yes YesUnderlaymentSee 5.5.1 Tri-Built Smooth HT S/AUnderlayment Yes No No Yes Yes Yes 5.5.1 "Foam-On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations. TABLE iA:ALLOWABLE`TILEAbHESIVE/'UNDERLAtM'ENl. CO'MBINATI0NS£ \ Adhesive Florida Product Approva I Underlayments lcp Adhesives Polyset® AH-160 FL6332 Tri-Built S/A HT TU Underlayment Dow TileBondtM FL22525 Tri-Built S/A HT TU Underlayment 5.6 Allowable substrates: 5.6,1 Direct-Bond to Deck: 5.6.2 Trinouilt Sand-R SA Shingle Underlayment, Tritoullt S/A HT TU Underiayment 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 rec|uired over plywood, OSB or Southern Yellow Pine substrates, TRl-BUILT Materials Group, LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRl-BUILT Materials Group, LLC requires tongue-and-groove board decking be covered with plywood or OSB prior to installation of the self-adhering underlayment. Bond-to-Insulation: TriDuilt Sand-R SA Shingle Under]ayment, TriBuilt S/A HT TU Underlayment or TriBuilt Smooth HT S/A underlayment applied to: > Dens Deck prime; SECUROCK Gypsum-FiberRoof 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 ITri-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. 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterlor Research and Deslgn, LLC. Certificate of A uthorization sO503 6" EDITION (2017) FBC NON-HVHZ EVALUATloN TRI-BUILT Roof Underlayments; (800) 516-1485 Evaluation Report A42960.10.12-R6 FL16048-R6 Revision 6: 09/25/2017 Page 3 of 6 :\\``:Jiri,Nltt ERD 5.6.3 Bond to Mechanicallv Attached Base Laver: Trireuilt Sand-R SA Shingle Underlayment, Trirouilt S/A HT TU Underlayment or Trirauilt Smooth HT S/A Underlayment applied to: > AS" D226, Type I or 11 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 ITri-Built S/A HT TU Underlayment only), base layer shall be attached per minimum requirements of FRSAnRI April 2012 (04- 12). 5.6.4 Wind Resistance for Underlavment Systems in Foam-On THe 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 foamron 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 lA or FBC 1609 for determination of design wind pressures. #1 Maximum Desifzn pressure = 45.ODsf: Deck: Min. 15/32inch plywood to meet project requirements to satisfaction of Authority HavingJurisdiction. Primer: (Optional) ASTM D41 or RESISTO EXTERIOR PRIMER Underlayment: Tri-Built s/A HTTU underlayment, self-adhered. #2 Maximum Design pressure = rd7.5 Dsf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Soprema Elastocol 600c Underlayment: Tri-Built s/A HTTU underlayment, self-adhered. #3 Maximum Design pressure = -150.0 pst: 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. Deckpreparation: 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 projectictns shall be removed/sanded. Primer: (Optional) RESISTO EXTERIOR PRIMER Underlayment: Ti.i-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 Dsf: Deck: Min.19/32-inch pl\^^/ood to meet project requirements to satisfaction of Authority HavingJurisdiction. 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 underlavment, self-adhered. Exterior Research and Design, LLC. Ce rtifi¢ate Of Author.ttation ro5o3 6TH ED|T|oN (2ol7) FBC NON-HVHZ EVALUATION TRl-BUILT Roof Underlayments; (800) 516-1485 Evaluation Report A42960.10.12-R6 FL16048-R6 Revision 6: 09/25/2017 Page 4 of 6 (:\`!`i:EINITY 5.6.4.1 For mechanically attached Base sheet, the maximum design pressure forthe selected assembly shall meet or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table lA. Altematively, 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 employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANsl/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Rooflng 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 EXDosure Limitations: TriBuilt SandR SA Shingle Underlayment or TrLBuilt Smooth HT S/A Underlayment shall not be left exposed for longer than 30-days after installation TriBuilt 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 FRSAITRI April 2012 (04-12)): When loading roof tiles on the underlayment in directrdeck 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:'TIIESLIPPAGELIMITATloNSFdRDI R Err-DECK\tiLE I NSTALIAT'o NS, Underlayment Tile Profile Staging Method MaximumSlope Tri-Bu.ilt S/A HT TUUnderlayment Flat Max. 10-tile stack 6:12 Lugged Max.10-tile stack 5:12 Lugged Max. 10.tileshallbeinvertonslostack (bottom 2-tile stacked,followedby8tileshighpe,asshownbelow) 6:12 {,5££ i•:\`„%, .&agi,`-t!,,*xp _ae t `'f?,(` "\*i:` ,l,`tr\,,,;,,,:f?¢,\;''i=;fz,,`,`-`t'L,"``{` H| i-I,`,i.'i.:I,';,,,';i I ,,`,, ¥ i A,..i-,,??=,..,#£ •.., .%, ` ac #1^`.' `, ,-!,-, Exterior Research and Design, LLC, Ce rtificate Of Authorization ro5o3 6" EDITloN (2017) FBC NON-HVHZ EVALUATION TRl-BUILT Roof Underlayments; (800) 516-1485 Evaluation Report A42960.10,lz.R6 FL16048-R6 Revision 6: 09/25/2017 Page 5 of 6 (:-\`ji:RINITY 6. I NSTALLATION : 6.1 TRl-BUILT Roof Underlayments shall be installed in accordance with TRl-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 prc)truding 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 llnderlavment, Tri-Built s/A HT TU underlavment or Tri-Built smooth HT S/A Underlavment: 6.3.1 Shall 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 installed. 6.3.2 Non-Tile apD`ications.. While priming is optional, TRI-BUILT Materials Group, LLC 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 release 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 film diagonally while holding the membrane tight. Firmly roll, broom or hand-press the membrane into place to achieve a bond. Horizontal seams should be minimum 3-inches, con figured 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 TRl-BUILT Materials Group, LLC requirements. When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back-nailing in the overlap area at the top of the sheet at 12-inch o.c. 6.3.3 For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths, Peel 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 the lowest point and work upward. Tile APE]lications ITri-Built S/A HT TLJ Underlavment oniv): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For foamron tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that fall outside the scope of FRSA/TRI April 2012 (04-12). Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile stagln8. 7. BUILDING PERMIT REQUIREMENTS: As rec|uired by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PIANTS: Gulf port, MS 9. QUALITY ASSURANCE ENTITY: UL, LLC -QUA9625; (314) 578-3406; k.chancellor@us.ul.com -END 0F EVALUATION REPORT - Exterior Research and Design, LLC. Ce rtificate of A uthorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATloN TRl-Bull.T Roof Underlayments; (800) 516-1485 Evaluation Report A42960.10.12.R6 FL16048-R6 Revision 6: 09/25/2017 Page 6 of 6