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Home My WebLink AboutPRODUCT APPROVAL ROOFING UNDERLAYMENTSFlorida Building Code C"` I_e II _ I Page 1 of 2 SCANNED BY St Lucie County •usiness: & Professional Regulation. SCIS Home ; Log In ( User Registration ' Hot Topics ( submit Surcharge Stabs & Facts Publications j F13C Staff (' SOS Site Map (Links ( Search or* Product ApprovalUSER: Public User Prod2d Approval Menu > Product or Application Sea FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 7 > A-oolication Ll> A Detail FL16048-R6 Revision 2017 Approved I � Tri-Built Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800) 516-1485 davii.ruiz@tribuiltmg.com David Ruiz david.ruiz@tribuiltmg.com David Ruiz 250 Route 17 North East Rutherford, NJ 07073 (201)842-2449 Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code roup.com U RECEIVED MAY 0 3 2018 ST. Lucie County, Permitting Watidr Report from a Florida Registered Architect or a Licensed ida Professional Engineer Evaluation Report - Hardcopy Received Nieminen UL John W. Knezevich, PE u Validation Checklist - Hardcopy Received L16048 R6 COI 2017 01 COI Nleminen.Ddf Standard ASTM,D1970 ASTM'I.G155 FM 4474 FRSA/TRI April 2012 (04-12) UL 1897 Year 2015 2005 2011 2012 2012 https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtFPmdYiND... 1/12/2018 Florida Building Code C—`�,ie 1 I Page 2 of 2 t 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 Underllayments Self -adhering, modified bitumen roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL16048 R6 II 2017 09 FINAL ER TRI- Impact Resistant: N/A BUILT UNDERLAYMENTS FL16048-R6 Ddf Design Pressure: +N/A/-150 Verified By: Robert Nieminen PE-59166 Created by'IndependentThird Party: Yes Other: 1.) The design pressure noted herein pertains to use Evaluation Reports of foam -on tile systems overtop the self -adhering FL16048 R5 AE 2017 09 FINAL ER TRI- underlayment for one particular application. See', ER Section for details. 2.) Refer to ER Section 5 for other Limits BUILT UNDERLAYMENTS FL16048-R6 Ddf of Use. Use. Created by Independent Third Party: Yes Contact Us ,:2601 Blair The State of Florida is an AA/EEO employer. Copyright 200' Under Florida law, email addresses are public records. If you electronic mall to this entity. Instead, contact the office by pho Section 455.275(1), Florida Statutes, effective October 1, 2012, they have one. The emails provided may be used for official cor supply a personal address, please provide the Department with an Back Nett Me Man. Tallahassee EL 37399 Phone: 850-07-1824 D13 State of Florida :: Privacy. Statement :: Accessibility Statement :: Refund Statement not want your e-mail address released in response to a public -records request, do not send or by traditional mail. If you have any questions, please contact 850.467.1395. -Pursuant to nsees licensed under Chapter 455, F.S. must provide the Department with an email address if unication with the licensee. However email addresses are public record. If you do not wish to lall address which can be made available to the public. To determine if you are a licensee under ter 455, F.S., please dick here . roduct Approval Accepts: ® t�nl Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQWtDgtFPlndYiND... 1 /12/2018 I I TRINITY I ERD EVALUATION REPORT TRI-BUILT Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800) 516-1485 SCOPE: This Evaluation Report is issued under Rule 61G20-3 construction materials in. the State of Florida. The doe P.E. for use of the product under the Florida Buildi products described herein have been evaluated for sections noted herein. DESCRIPTION: TRI-BUILT Roof Underlayments LABELING: Labeling shall be in accordance with the relq herein. CONTINUED COMPLIANCE: This Evaluation Report is valid unt Quality Assurance documentation changes, or provisions�"l this Evaluation Report by the named client constitutes changes or the referenced Quality Assurance documental Evaluation Report relative to updated Code requirements) ADVERTISEMENT: The Evaluation Report number preceded advertising literature. If any portion of the Evaluation Rer INSPECTION: Upon request, a copy of this entire Evaluation its distributors and shall be available.for inspection at the. This Evaluation Report consists of pages 1 through 6. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 (203)262-9245 Evaluation Report A42960.10.12-116 FL16048-R6 Date of Issuance:l0/25/2012 Revision 6: 09/25/2017 d the applicable rules and regulations governing the use of entation submitted has been reviewed by Robert Nieminen, Code and Florida Building Code,. Residential Volume. The ipliance with the 6ttt Edition (2017) Florida Building Code the Accredited Quality Assurance Agency noted it such time as the named product(s) changes, the referenced )f the Code that relate to the product change. Acceptance of agreement to notify Robert Nieminen, P.E. if the product :ion changes. Trinity) ERD requires a complete review of this with each Code Cycle. by the words "Trinity I ERD Evaluated" may be displayed in fort is displayed, then it shall be done in its entirety. (Report shall be provided to the user by the manufacturer or ['ob site at the request of the Building Official. The fecsim0e seal appearing was authorized by Robert Nieminen, 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. 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 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. 1 ROOFING COMPONENT EVALUATION: 1. SCOPE: IJ TRINITY I ERD Product Category: Roofing I 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 6ch 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/TRI April 2012 (04-12) 2012 3. REFERENCES: knilly Examination Reference Date ERD (TST6049) Physical Properties S40540.02.13-1 02/19/2013 ERD (TST6049) Physical Properties S40540.11.13 11/19/2013 ERD (TST6049) Physical Properties S40540.03.14 03/26/2014 ERD (TST6049) Physical Properties S44870.04.14-2 04/02/2014 ERD (TST6049) Physical Properties S44870.04.14-3 04/02/2014 ERD (TST6049) Physical Properties S44870.04.14-1 04/10/2014 ERD (TST6049) Physical Properties S44870.04.14-4 04/10/2014 ERD (TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014 ERD (TST6049) Physical Properties I, S43530.05.14 05/28/2014 ERD (TST6049) Physical Properties S40540.10.14 10/31/2014 ERD (TST6049) Physical Properties I SC7645.02.15 02/13/2015 ERD (TST6049) Accelerated Weathering SC8520.04.15 05/27/2015 ERD (TST6049) Wind Resistance SC14045.05.17-R1 06/07/2017 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 la 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-adhlering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970 and FRSA/TRl April 2012. 4.3 Tri-Built Smooth HT S/A Underlayment is alself-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 Trin tyJ ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any y project on which this 1Evaluation 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, I.I.C. Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZiEVALUATION TRI-BUILT Roof Underlayments; (800) 516-1485 i i Evaluation Report A42960.10.12-R6 FL16048-R6 Revision 6. 09/25/2017 Page 2 of 6 i 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. I 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER.OPTIONS Underlayment Asphalt Shingles Nail -on Tile Foam -On Tile Metal Wood Shakes Slate i & Shingles Tri-Built Sand-R SA Shingle I Underlayment Yes No No No Yes Yes Tri-Built S/A HT TU Yes Underlayment Yes Yel � See 5.5.1 Yes Yes Yes Tri Built SmootFi-yT S/A: I ,Underlayment: , :Yes.�r Not No Yes j Yes _ 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlavment romhinationc TABLE 1A: ALLOWABLE;TILE ADHESIVE,/ UNDERLAYMENT COMBINATIONS' - Adhesive Florida Product Approval Underlayments ICP Adhesives.Polyset° AH-160 FL6332 Tri-Built S/A HT TU Underlayment Dow TileBond'° FL22525 I, Tri-Built S/A HT TU Underlayment 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Tri-Built Sand-R SA Shingle Underlayment, i ri-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 D411primed 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, Tr _Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ Dens Deck Prime; SECUROCK Gypsum-Flber 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 HT1TU Underlayment only), insulation attachment shall be designed by a qualified design professional and'1nstalled based on testing of the insulation/underlayment system in accordance with FM .4474, Appendix D'or TAS 11-4, Appendix J. i 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design, L-C. Evaluation Report A42960.10.12-R6 Certificate of Authorization N9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 3 of 6 TTRR1N1-rY1'ERD 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 li 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 ble attached per minimum requirements of FRSA/TRI April 2012 (04- 12)• I 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 limitations 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 2504.9 has already been applied). Refer to. FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609 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. Primer: (Optional) ASTM D41 or RESISTO EXTERIOR PRIMER Underlayment: Tri-BuiltS/A HT TU Underlayment, self -adhered. #2 Maximum Design Pressure = -67 5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. i Primer: Soprema Elastocol 600c Underlayment: Tri-Built S/A HT TU Undel layment, self -adhered. #3 Maximum Design Pressure =-150 0 psf: 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 = -60 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 A4296010.12-R6 CeriTicate of Authorization #9503 6' EDITION.(2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/M17 Page 4 of 6 I i TRINITY 1 ERD 5.6.4.1 For mechanically attached Base Sheet i 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 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 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 FRSAl/TRI April 2012 (04 12)j_ 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: TILESLIPPAGE LIMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS _ Underlayment Tile Profile II Staging. Method Maximum Slope Flat I Max.10-tile stack 6:12 Lugged Max.10-tile stack 5:12 I 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 I i I l `,a Exterior Research and Design, U.C. Certificate of Authorization #9503 6' 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 5 of 6 S. INSTALLATION: TRINITY 1 ERD 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 Shinl;le Underlavment Tri-Built S/A HT TU Underlavment or Tri Built Smooth HT S/A Underlavment: i 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 applications: j 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 Ind 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, 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 back -nailing in the overlap area at the top of the sheet at 12-inch D.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. 6.3.3 Tile Applications (Tri-Built S/A HTTU Underlavment onlv): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. i 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 J I risdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Gulfport, MS 9. QUALITY ASSURANCE ENTITY: UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. CertiFcate of Authorization #9503 6'" 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