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Facts Publications Contact us 6CIS Site Map Links Search I Product Approval r 4 USER: Public User PrbtRuct Aos�rai_Ftenu Praautt nr ArhzlicaEson Search 7 Anoi)raeF�n i.ict 7 Appfimfian Derail FL # FLI-60A8-R6 Application Type Revision 1 Code Version 21]17 Applicatiaci Status = Comments Archived - Product Manufacturer Tri -Built Materials Group, LLC Address/Phone/Emaii RO Box 70 Rutherford, NI 07070 (800) 516-1485 davl d. ruin@tnb ui Itmg. cam Authorized Signature David Ruiz david. ruiz@tri bu i Itmg_ co m Technical Representative David Ruiz Referenced Standard and Year (of Standard) Statrdard Address/Phone/Email 250 Route 17 North 2015 ASTM G155 East Rutherford, N] 07073 FM 4474 2011 (201) 842-2449 --_ -- UL 1847 david . ru izOtri bu i ltmateri aisg rou p. co m y �aQuality Assurance Representative �41' Address/Phone/Email Category Roofing Subcategory Underiayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer . Evaluation Report - Hardcopy Received Florida Engineer or Architect dame who developed Robert Niemipen the Evaluation Report Florida license PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration late 07118/2020 Validated By John W. Knezevich, PE Validation Cheddist - Hardcopy Received Certificate of independence 1`1160AS R` 7 01 C07 Niemmen,pdf Referenced Standard and Year (of Standard) Statrdard Year ASTM D1970 2015 ASTM G155 2045 FM 4474 2011 FRSA/TRI April 2012 (04-12) 2012. UL 1847 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Sui7mltteC ©ate Validated Date Pending FBC Approval Date Approved Summa of Products Method 1 Option D mgz:)/av1/ 10/01/2017 10/03/2017 1211212017 FL # Model, Number or Name Description 16048.1 TRI -BUNT Roof Undedayments Self -adhering, m Limits of Use — Approved for uSe in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/Al-150 Other; 1.) The design pressure noted herein pertains to use of foam -on file systems overtop the self -adhering undedayment for one particular application. See ER Section 5.6.4 for details. 2.] Refer to ER Section 5 for other limits of Use. Tnamullat9on In; FL160,40 R5 II all LT UNDERLA Verified By: Rot Created by Inde Evaluation Rep FL16048 R6 Al BUILT UNf7ERLA Created by Inde NOW ContactUs :: 2601 Blair Stane Road. Tallahassee ft 32399 Phone: 8 -A - A The State of Florida Is an AA/EEO efnpicq . Cooyriyh[ ZU07-ZDi3 state of `1or4'ia.:: Fnyr sezriement :: Aoressiwlily SEdlw.rent :: aefulld statement Under Florida law, ernail addresses are public records_ If you do nut Wart your e-mail address released in response W, a publ c-re[vrds reedit, do not send electrovic mail to this entity. Instead, caneaet the office by ptmne ar by traditional mail, if you have any questions, please contact 850.487.1395. *Pursuant w section 455. Z75(1], FiUr9da Statutes, effecri— OcWbcr 1, Z01Z, ErcensCeS k"osed tender Chapter 455, F.S. must pr ide the Department with an en-il address if they hi v ane. The mails provided may IA used for Gflicial communication with the pensee_ Kowa" email addresses are public record. If yuu do not wail to sapply a personal address, please provide the Department with arl email address which can be made available to the public. To deterrmme if you are a licensee under Chapter 455, F.5., please elicit here . Product Approval Accepts: W] a ke>;i Grafin Card sete TRINITY ERCP 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 a Edition (2017) Florida Building Cade 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 1504.3.1 1504.3.1 1504.6 1507.2.4./ 1507.1.1,1507.2.-9.2 1507.3.3 3. REFERENCES: Entity ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST5049) ERD (TST6049) UL, LLC. (QUA9625) UL, LLC. (QUA9625) 4. PRODUCT DESCRIPTION: 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 Quality Control Standard FM 4474 UL 1897 ASTM G155 ASTM D1970 FRSA/TRl April 2012 (04-12) Reference 540540.02.13-1 54€1544.11.13 540540.03.14 544870.04.14-2 5448717.04.14-3 544870.04.14-1 544870.04.14-4 543530.0214-1-R1 543530.05.14 540540.10.14 SC7645.02.15 SC8520.04.15 SC14045.05.17-R1 Multiple -Listing 816914 Service Confirmation Year 2011 2012 2005 2015 2012 Date 02/19/2013 11/19/2013 03/26/2014 04/02/2414 04/02/2014 04/14/2014 04/10/2014 05/14/2014 05/2$/2014 10/31/2014 02/13/2015 05/27/2015 06/07/2017 12/10/2015 Exp. 07/18/2020 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 underiayment; meets ASTM D1970 and FRSAjiRI April 2012. 4.3 3 -Builtmay oth HT S/A Underiayment �-is a self -adhering, glass -mat reinforced, film -surfaced, SBS modified bi umen rooun er aymerrt;' meets ASTM D1970. 5. LimjTATiONS: 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 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 A42960.1_0,2Z-R6 Certificow of Au horizot7oa #9503 6T" EDITION (21117) FBC NON-FNHZ EVALUATION FUS048-R6 TRI -BUILT Roof Underiayments: (8W) 516-1485 Revision 6: 09/25/2017 Page 2 of 6 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: TASTE 1; RovF COVER OpTioNs Underlayment Asphalt Nail -On Tile Foam Can Tile Metal Wood Shakes date Shingles Dow TIIeBond" FL22525 Tri -Suitt S/A HT TU Underlayment & Shingles Tri -Built Sand -R SA Shingle Underlayment Yes No No No Yes Yes Tri -Suitt S/A HT TU Yes Yes Yes Yes Yes Yes Underlayment See 5.5.1 Tri -Built Smooth HTS/A Underfayment Yes No No Yes Yes Yes 55.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlavrnent combinations. 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Tri -Built Sand -R SA Shingle Underlayment, Tri -Suitt S/A HT TU Underlayment or Tri -Built Smooth HT S/A Underlayment applied to: r� 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 OSS prior to installation of the self -adhering underlayment. 5.6.2 Bond -to -Insulation: Tri -Suitt Sand -R SA Shingle Underlayment, Tri -Built S/A HT TU Underlayment or Tri -Suitt Smooth HT 5/A Underlayment applied to: r'� 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 Manufacturers DrAdheSive Manufacturer's Florida Product Approval fol' Overturning Mordent Resistonce Pelfi rmance. Extenor Research and Design, LLC. Evaluation Report A42%0.10,12 -R6 Certificate OfAuLbor&ution#9503 (jE" EDITION 120171 FSC NON-KVH2 EVALUATION FL16048-R6 TRI -BUILT Roof Untlerlayments, IBM) 516-1455 Revisions 6: 09/25/2017 Page 3 of 6 TABLE M- ALLOWABLE TILE ADHESIVE / UNDERLAYiIMENT COMBINAMONSl Adhesive Florida Product Approval Underlayments ICP Adhesives Polyset' AH -160 FL6332 Tri -Built S/A HT TU Underlayment Dow TIIeBond" FL22525 Tri -Suitt S/A HT TU Underlayment 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Tri -Built Sand -R SA Shingle Underlayment, Tri -Suitt S/A HT TU Underlayment or Tri -Built Smooth HT S/A Underlayment applied to: r� 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 OSS prior to installation of the self -adhering underlayment. 5.6.2 Bond -to -Insulation: Tri -Suitt Sand -R SA Shingle Underlayment, Tri -Built S/A HT TU Underlayment or Tri -Suitt Smooth HT 5/A Underlayment applied to: r'� 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 Manufacturers DrAdheSive Manufacturer's Florida Product Approval fol' Overturning Mordent Resistonce Pelfi rmance. Extenor Research and Design, LLC. Evaluation Report A42%0.10,12 -R6 Certificate OfAuLbor&ution#9503 (jE" EDITION 120171 FSC NON-KVH2 EVALUATION FL16048-R6 TRI -BUILT Roof Untlerlayments, IBM) 516-1455 Revisions 6: 09/25/2017 Page 3 of 6 TRINIW ERD 5.6.3 Bond to Mechanically Attached Base Laver: Tri -Built Sand -11 SA Shingle Underlayment, Tri -Built S/A HT TU Underlayment or Tri -Built Smooth HT S/A Underlayment applied to: r ASTM 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 the systems (Tri -Built S/A HT TU Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (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 (imitations 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 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 FSC 1609 for determination of design wind pressures. #1 Maximum Design Pressure = -45.0 s#: 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 sf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Soprema Elastoeol 600c Underlayment: Tri -Built 5/A HT TU Underlayment, self -adhered. #3 Maximum Design Pressure = -150.0 psi 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, 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 -_&O.0 psf: 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 A42%0.10AZ-R6 Certificate of Auiharkutron #9303 6- EDMON (2017) FRC NON-HVHZ EVALUA71ON FL16048-M TRI -BUILT Roof Untierlayneents, (800)516-1485 Revision 6:09/Z5/2017 Page 4 of 6 p 5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet OF exceed that required under FRSA/TRl 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 FBI~ 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 WD11 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 FIT S/A Underlayment shall not be left exposed for longer than 30-days after installation Tri-Built SIA HT TU Underlayment shall not be left exposed for longer than 180-days after installation. 5.8 Tile Slippage Limitations (TA5 103 per FRS RI 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 2s TILE SLIPPAGE limiTATiONS FOR DIRECT--DEcK TILE HYSTALLATIons i 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) i Tri-Built 5/A HT TU Underlayment Lugged Exterior Research and Design, LLC. Evaluation Report A42960.10.12 -R6 CerbficotenfAuMarirution #95a3 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL 6048-R6 TRI -BUILT Roof Underlayments, (8001516-1485 Revision 6:09/2512017 Page 5 of 6 TRINITY 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 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 Underly ent Tri -Built S A HT TU Underly ment or Tri -Built Smooth HTS A Underlayrrrent: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FRC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.3.2 Non -Tile applications: 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 Fond. Horizontal seams should be minimum 3 -inches, configured 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 TRI -BUILT Materials Group, LLC requirements. When installing at slopes above 8:12, TRI -BUILT Materials Group, LLC recommends aback -nailing in the overlap area at the top of the sheet at 12 -inch o.c. 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. 5.3.3 Tile Applications (Tri -Built SIA HT TU Underlayrnent only: 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 foam -on 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 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. QUAUTY ASSURANCE ENT1Ty: UL, LLC —QUA9625; (314) 578-3406, k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, LLC_ Evaluation Report A42960.10.12 -R6 CaWflcate nfAlithorrm[fon #'9503 6T" EDITION 12017) FB[ NON•HVNZ EVALUATION FL16048•R6 TRI -BUILT Roof Underlayments; (800) 57.6-1485 Revision 6-.0912512017 Page 6 of 6