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Home My WebLink AboutPRODUCT APPROVAL ROOFING UNDERLAYMENTFlorida Building Code Online - Page 1 of 2 1 SCANNED •usiness & Professional R-eplationY BCrS Home I Lag in User Registration Hot ropier Submit Surcharge stats & Fads Publications FBCStaff BOSS-IteMap Links -,Se® a a ProductApprovalrOUSER: Public User �1� r db 1I Product Approval Menu > product or Application Search > Application List > Application Detail FL # FL16048-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 13 Product Manufacturer Tri-Built Materials Group, LLC Address/Phone/Email PO Box 70 Rutherford, NJ 07070 (800) 516-1485 davld.ruiz@tribuiltmg.com Authorized Signature David Ruiz david.ruiz@tribuiltmg.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford, NJ 07073 (201)842-2449 david.rulz@tribuiltmaterialsgroup.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i0 Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed RobertNieminen the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Yeai (of Standard) I I I Equivalence of Product Standards Certified By i Sections from the Code I I PE-59166 UL LLC 07/18/2020 John W. Knezevich, PE Validation Checklist - Hardcopy Received FL16048 R6 COI 2017 01 COI Ni minenodf Standard ASTM D1970 ASTM G155 FM 4474 FRSA/TRI April 2012 (04-12) UL 1897 Year 2015 2005 2011 2012 2012 https://www.floridabuilding.org/pf/pr app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND... 1/12/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC'Approval Date Approved Summary of Products Method 1 Option D 09/25/2017 10/01/2017 10/03/2017 12/12/2017 FL # Model, Number or Name Description 16048.1 TRI-BUILT Roof Underlayments Self -adhering, modified bitumen roof underiayments Limits of Use Approved for use in HVHZ.- No Installation Instructions FL16048 R6 II 2017 09 FINAL ER TRI- Approved for use outside HVHZ: Yes BUILT UNDERLAYMENTS FL16048-R6.Ddf Impact Resistant: N/A Design Pressure: +N/A/-150 Verified By: Robert Nieminen PE-59166 Other: 1.) The design pressure noted herein pertains to use Created by Independent Third Party: Yes Evaluation Reports of foam -on tile systems overtop the self -adhering FL16048 R6 AE 2017 09 FINA ER TRI- underlayment for one particular application. See ER Section BUILT UNDERLAYMENTS FL16048-R6. df 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 OF :: 2601 Blair Stone Road Tallahassee FIL 32399 phone• 850-487-1924 The State of Florida is an A11JB0 employer. Copyright 2007-2013 cram Of Florida ;. Privacy - tat nt :: Accessibility sra m nt ;: Refund Statement Under Florida law, email addresses are publi I records..If you do not wantyour e-mail address 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 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 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 made available to the public To determine if you are a licensee under I Chapter 455, F.S., please dick here. Product Approval Accepts: ® ® ®gg - Credit Card Safe https://www.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgtFpmdyiND... i 1 _ 1/12/2018 I i I F)o i EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 N STREET, UNIT#13 353 CHRISTIA TRINITY ERD OXFORD, CT 06478 I EVALUATION REPORT (203) 262-9245 TRI-BUILT Materials Group, LLC Evaluation Report A42960.10.12-1116 PO Box_70 FL16048-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 a Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Roof Underlayments LABELING: Labeling shall be in accordance i with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Repo i 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. 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: I •`-•t 3• i — Robert J.M. Nieminen, P.E. ;,�; 4 {,Jj,,, ,, ntrThe facsimtleseal appearing tvasauthorized 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. 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. Trinityl 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 iss6ed. 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. S. 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 'I previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. i i � TRINITY � E�® ROOFING COMPONENT EVALUATION: I 1. SCOPE: i 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 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: i Section Propet�ty Standard Year 1504.3.1 Wind Resistance FM 4474 2011 1504.3.1 Wind Uplift UL 1897 1504.6 Accelerated Weathering ASTM G155 2012 1507.2.4 / 1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2005 2015 1507.3.3 Physic al[Properties FRSA/TRI April 2012 (04-12) 2012 3. REFERENCES: EnMy Exa ination Reference Date ERD (TST6049) Physial Properties S40540.02.13-1 02/19/2013 ERD (TST6049) Physical Properties S40540.11.13 ERD (TST6049) Physical Properties S40540.03.14 11/19/2013 03/26/2014 ERD (TST6049) Physical Properties S44870.04.14-2 ERD (TST6049) Physical Properties S44870.04.14-3 04/02/2014 ERD (TST6049) Physical Properties S44870.04.14-1 04/02/2014 04/10/2014 ERD (TST6049) Physical Properties 544870.04.14-4 04/10/2014 ERD (TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014 ERD (TST6049) Physical Properties S43530.05.14 05/28/2014 ERD (TST6049) Physical Properties S40540.10.14 ERD (TST6049) isical 10/31/2014 PhProperties SC7645.02.15 02/13/2015 ERD (TST6049) Accelerated Weathering SC8520.04.15 05/27/2015 ERD (TST6049) Wind Resistance SC14045.05.17-R1 UL, LLC. (QUA9625) 06/07/2017 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 Shing a Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof un�erlayment, 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 underlaymei t; meets ASTM D1970 and FRSA/TRI April 2012. 4.3 Tri-Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS modified bitumen roof unllderlayment; meets ASTM D1970. 5. LIMITATIONS: I 5.1 This is a building code evaluation. Neither Trinity IERD 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. I j I Exterior Research and Design, U.C. Evaluation Report A4296.0.10.12-R6 Certificate of Authorization N9503 16' EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 IPage I I 1 2 of 6 f TRINITY ERA i i 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. I 5.5 Allowable Roof Covers: - ITABLE 1C ROOF COVER_OPTIONS'- Underlayment Asphalt Shingles I Nail=On Tile Foam -On Tile Metal Wood Shakes Slate &Shingles Tri-Built Sand-R SA Shingle Underlayment Yes I No No No Yes Yes Tri-Built S/A HT TU Yes Underlayment Yes Yes See 5.5.1 Yes Yes Yes Tri,Built Sr_riootl :HT 5/A -•- -- Underlayment `_, -Yes-_ I No No Yes a Yes Yes a 5.5.1 "Foam -On Tile" is limited to uselof the following Approved tile adhesives / underlavmonr rnmhin+:, TABLE-IA.•ALLOWABLE TILEADHESIVE / UNDERLAYMENT COMBINA710NS1 Adhesive Florida Product Approval Underlayments ICP Adhesives Polyset° AH-160 FL6332 Tri-Built S/A HT TU Underlayment DowTileBondTM FL22525 i Tri-BuiltS/AHTTUUnderlayment 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Tri-Built Sand-R SA Shingle Underlayment applied to: ➢ Plywood; ASTM D41 pri primed Southern Yellow While not required over ply recommends priming the de TRI-BUILT Materials' Group, OSB prior to installation of tF 5.6.2 Bond -to -Insulation: I Tri-Built Sand-R SA Shingle 1, Underlayment applied to: Dens Deck Prime; SECU, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A lied plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 Pine; ASTM D41 primed structural concrete. ,00d, OSB or Southern Yellow Pine substrates, TRI-BUILT Materials Group, LLC ,k if the final roof cover is not slated for installation within 24 hours. Note: LLC requires tongue -and -groove board decking be covered with plywood or e self -adhering underlayment. Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Gypsum -Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements ofithe 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 withlFM 4474, Appendix D or TAS 114, Appendix J. 1 Refer to Tile Manufacturer's or Adhesive Exterior Research and Design, U.C. Certificate of Authorization #9503 Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Evaluation Report A42960.10.12-R6 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 !TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 3 of 6 I I i TRINITY J ER® 5.6.3 Bond to Mechanically Attached Base Laver: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ ASTM 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 tile 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 Underlavment Svstems 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 direct -deck underlayment systems that arelnot 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/TRl April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of, design wind pressures. #1 _Maximum Design Pressure = -45 0 osf: 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 =I67 5 psf: Deck: Structural) concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Soprema:Elastocol600c Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. #3 Maximum Dpsian Praccnra I _i Sn n nef- 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 adhesiop. 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 = -60.0 nsf: 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, Underlayment: equally spaced rows in the center of the sheet. Tri-Built S/A HT TU Underlayment, self -adhered. Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R6 Certificate ofAuthorization N9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments, (800) 516-1485 Revision 6: 09/25/2017 Page 4 of 6 � I . 5.6.4.1 For mechanically attached Base! or exceed that required under FR Alternatively, the maximum desi design pressure determined in a attachment density designed by Commonly used methods .are Application Standard RAS 117. Section 2.2.10.1 of FM Loss Preve 5.7 Exposure Limitations: Tri-Built Sand-R SA Shingle Und exposed for longer than 30-daysl� Tri-Built S/A HT TU Underlayme 5.8 Tile Slippage Limitations (TAS'103 When loading roof tiles on the ur be as follows. These slope limits tiles. f TRINITY 1 ERD !et, the maximum design pressure for the selected assembly shall meet i/TRI April 2012 (04-12), Appendix A, Table 1A. pressure for the selected assembly shall meet or exceed the Zone 1 ordance with FBC 1609. In this case, Zones 2 and 3 shall employ an qualified design professional to resist the elevated pressure criteria. ISI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing ssemblies marked with an asterisk* carry the limitations set forth in :ion Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. rlayment or Tri-Built Smooth HT S/A Underlayment shall not be left ter installation shall not be left exposed for longer than 180-days after installation. erlayment in direct -deck the assemblies, the maximum roof slope shall ons can only be exceeded by using battens during loading of the roof TABLE 2; TILE SLI_QPAGE.UMITATIONS FOR -MitEQ DECK TILEINSTALLATIONS Underlayment I 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 HTTU ' '� • :;,'' Underlayment Lugged I � Exterior Research and Design, I.I.C. Certificate of Authorization N9so3 I 6— EDITION (2017) FBC NON-HVHZ EVALUATION I TRI-BUILT Roof Underlayments, (800) 516-1485 I I Evaluation Report A42960.10.12-R6 FL16048-R6 Revision 6:09/2512017 Page 5 of 6 2 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments published installation requiremi specifics noted below.. 6.2 Re -fasten any loose decking, pani to remove any dust and debris pr 6.3 Tri-Built Sand-R SA Shinplp IInrle Underlavment: 6.3.1 Shall be installed in. compliance 1507.1.1 for the type of prepared 6.3.2 Non -Tile applications: While priming is optional, TRI-BU cover is not slated for installation Apply sheet parallel to the roof el ft of release film. Adhere the exposed part to the su Once the entire length of mernb membrane tight. Firmly roll, broo Horizontal seams should be minis inches and staggered not less thar TRI-BUILT Materials Group, LLC re When installing at slopes above overlap area at the top of the shetI For Valleys and Ridges: Cut uncle over valley or ridge. Drape and pi each direction. For valleys, apply It 6.3.8 Tile Applications (Tri-Built S/A HTI. \(TRINITY I ERD I be installed in accordance with TRI-BUILT Materials Group, LLC subject to the Limitations set forth in Section 5 herein and the and check for protruding nail heads. Sweep the substrate thoroughly to application, and prime the substrate (if applicable). I the requirements for ASTM D1970 underlayment in FBC Table covering to be installed. Materials Group, LLC recommends priming the deck if the final roof iin 24 hours. Roll out approximately 10 ft of membrane and peel back the first 3 istrate and unroll the remaining membrane as far as possible. ane is in, place, peel -off the release film diagonally while holding the i or hand -press. the membrane into place to achieve a bond. luni 3-inches, configured to shed water. Vertical seams should be 6- 2-ft from vertical seams in the course below, sealed in accordance with :12, TRI-BUILT Materials Group, LLC recommends back -nailing in the at 12-inch o.c. lyment into 4 to 6 foot lengths. Peel the release paper and center sheet ?ss sheet into place, working from the center of the valley or ridge in ie sheet starting at the lowest point and work upward. Reference is made to FRSA/TRIIApril 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 the staging. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or A this product. S. MANUFACTURING PLANTS: Gulfport, MS 9. QUALITY ASSURANCE ENTITY: U L, LLC — QUA9625; (314) 578-3406; k.ch Having Jurisdiction in order to properly evaluate the installation of Ilbr@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. I Certificate of Autharizotion #9503 67" EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Roof Underlayments; (800) 516-1485 Evaluation Report A42960.10.12-R6 FL16048-R6 Revision 6: 09/25/2017 Page 6 of 6