The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVAL ROOFING UNDERLAYMENTFlorida Building Code Online CANNED Lucie CGOW BCIS Home I Log In I User Registration Hot Topics Submit Surcharge ' stats & Facts (pr Florida a Product Approval — USER: Public User Product Approval Menu > Product or Application Search > 62ak FL # • �9 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 List > Application Detail FL16048-R6 Revision 2017 Approved Tri-Built Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800) 516-1485 david.ruiz@tribuiltmg.com David Ruiz david.ruiz@tribuiltmg.com Page 1 of 2 6avRil� ifaert; oetifrolvegloris, apnrAcrcapA David Ruiz 250 Route 17 North East Rutherford, NJ 07073 (261) 842-2449 david.ruiz@tribuiltmaterialsgroup.com �A2,(,�( L ST. LUCIE COUN BUILDI MSION REVIEWED FCi aA I /` � REVIEWED B � DATE ! Zt9 Roofing, PLANS AND PERM MUST BE KEPT 0 JOB Underlayments SITE OR NO INSPECTIONS) WILL BE MADE Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Ci Evaluation Report- Hardcopy Received Florida Engineer or Architect Name will developed Robert Nieminen the Evaluation Report Florida License Quality Assurance Entity PE-59166 UL LLC a.�,,,,, ILE �® Y Quality Assurance Contract Expiration Date 07/18/2020 Validated By I John W. Knezevich, PE L1-- Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) i THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT AMY BE NECESSARY IN ORDER TO i COMPLY WITH ALL APPLICABLE CODES. Equivalence of Product Standards Certified By FL16048 R6 COI 2017 OS C01 Ni minen pdf Standard Year A5TM D1970 2015 ASTM G155 2005 FM 4474 2011 FRSA/TRI April 2012 (04-12) 2012 UL 1897 2012 CONCEALED FASTENERS OR ATTACHMENTS Sections from the Code ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD I https://www.floridabuilding.org/pr/pr app dtl.aspx?param=WGEVXQwtDgtFpmdyiND... 1/12/2018 Florida Building Code Online y \ Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 09/25/2017 Date Validated 1010112017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 16048.1 TRI-BUILT Roof gnderiayments Self -adhering, modified bitumen roof underlayments Limits of Use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes EL16048 R6 II 2017 09 FINAL ER TRI- 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 of foam -systems Created by Independent Third Party: Yes Evaluation Reports -on tile overtop the self -adhering underlayment for one particular application. See ER Section FL16048 R6 AE 2017 09 FINAL ER TRI- BUILT UNDERLAYMENTS FL16048-R6 odf 5.6.4 for details. 2.) Refer.to ER Section for other Limits of Created by Independent Third Party: Yes Use. i I Contact US The State of Florida is an AA/EEOemployer. C Under Florida law, email addresses are public re electronic mall to this entity. Instead, contact the Section 455.275(1), Florida Statutes, effective Oct, they have one. The emaiis provided may be used supply personal address, please provide the Deparl Bad, Next mane mu!-zp13, crate5tate of Florida :: Privacy Statement :: Accessiblity Statement :: Refund Statement ds. If you do not want your e-mali address released In response to a Public -records request, do not send ice by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to -1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If official communication with the licensee. However email addresses are public record. If you do not wish to nt with an email address which can be made available to the public To determine it you are a licensee under Chapter 455, F.S., please dick e e . Product Approval Accepts: ®® ® ° Credit• Safe securit m clues l i i I i i i littps://www.floridabuildvng.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgtFPmdYiND... 1/12/2018 �(TRINI"jY I ERD EVALUATION REPORT TRI-BUILT Materials Group, LLC PO Box_70 Rutherford, NJ 07070 (800) 516-1485 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: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 a 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 Quality Assurance documentation changes, or pr this Evaluation Report by the named client cc changes or the referenced Quality Assurance do Evaluation Report relative to updated Code requ ADVERTISEMENT: The Evaluation Report number I advertising literature. If any portion of the Evalu INSPECTION: Upon request, a copy of this entire E, its distributors and shall be available for inspect) slid until such time as the named product(s) changes, the referenced 'isions of the Code that relate to the product change. Acceptance of titutes agreement to notify Robert Nieminen, P.E. if the product mentation changes. Trinityl ERD requires a complete review of this ments with each Code Cycle. ceded by the words "Trinityl ERD Evaluated" may be displayed in on Report is displayed, then it shall be done in its entirety. uation Report shall be provided to the user by the manufacturer or at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4ANE1983 The facsim0e seal appearing vas 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 tl acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 1 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 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 Trinityl 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. i i TRINITY I ERD ROOFING COMPONENT EVALUATION: I. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: TRI-BUILT'.Roof U derlayments, 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. i 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 P' operties FRSA/TRI April 2012 (04-12) 2012 3. REFERENCES: Enti Examination Reference Date ERD (TST6049) Physical Oroperties S40540.02.13-1 02/19/2013 ERD (TST6049) Physical.Properties 540540.11.13 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 S43530.05.14 05/28/2014 ERD (TST6049) Physical Properties S40540.10.14 10/31/2014 ERD (TST6049) Physical Properties 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) QualitylControl 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 underli4ment, 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 S/A Unl erlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS modified bitumen roof underla+yment; meets ASTM D1970. S. LIMITATIONS: 5.1 This is a building code evaluai ion. Neither TrinityJERD 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 duidance 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 I i Exterior Research and Design, I.I.C. I Evaluation Report A42960.10.12-R6 Certificate of Authorization 1i9503 (5- EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT RoofUnderlayments; (800) 516-1485 Revision 6:09/25/2017 1 Page 2 of 6 i C)o TRINITY I 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: 1C :ROOF_COVER..OPTIONS ' Underlayment Asphalt Shingles. Nail -On Tile Foam -On Tile Metal Wood Shakes Slate I &Shingles Tri-Built Sand-R SA Shingle Underlayment Yes No No No Yes. Yes Tri-Built S/A HT TU Yes Underlayment Yes I Yes See 5.5.1 Yes Yes Yes Tri-Builf:Smootfi�HT,S/A_ ••-• EUnv"deela me`nt-,', Yes=. I No No `Yes'.3 Yes r Yes_ 5.5.1 "Foam -On Tile" is limited to use of the following Approved the adhesives / underlayment rn.nljin�+;„ •TABLE-1A:'ALLOWALE-TILEADHESIVE/UNDERLAYMENTCOMBINATIONS) Adhesive Florida Product Approval Underlayments ICP Adhesives Polyset° AH-160 IFL6332 Tri-Built S/A HT TU Underlayment DowTileBondm FL22525 i Tri-BuiltS/A HT TU Underlayment 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Tri-Built Sand-R SA Shingle Un Underlayment applied to: ➢ Plywood; ASTM D41 prime primed Southern Yellow Oil While not required over plywo( recommends priming the deck TRI-BUILT Materials Group, LL OSB prior to installation of the 5.6.2 Bond -to -Insulation: Tri-Built Sand-R SA Shingle I Underlayment applied to: ➢ Dens Deck Prime; SECUR For installation under mech minimum requirements of tt under foam -on tile systems designed by a qualified desig system in accordance with FP Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 ASTM D41 primed structural concrete. OSB or Southern Yellow Pine substrates, TRI-BUILT Materials Group, LLC the final roof cover is not slated for installation within 24 hours. Note: requires tongue -and -groove board decking be covered with plywood or f-adhering underlayment. Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Gypsum -Fiber Roof Board. iically attached prepared roof coverings, insulation shall be attached per prepared roof covering manufacturer's Product Approval. For installations Tri-Built S/A HT TU Underlayment only), insulation attachment shall be professional and installed based on testing of the insulation/underlayment 4474, Appendix D orTAS 114,.AppendixJ. Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design, U.C. Evaluation Report A42960.30.12-116 Certifticate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-116 TRI-BUILT Roof Underlayments; (800) 516-148S Revision 6: 09/25/2017 I I Page 3 of 6 TTRINE�� ITY! 5.6.3 Bond tn Mpchanirmlh. A+*orh—1 n � I �.,,.... Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: `i ASTM D226, Type I or II felt. For installations under mechanically attached prepared roof coverings, base layer shallbe attached per minimum codified requirements. I 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). 1 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 th,Ie 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 bressure 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 FBC1609 for determination of desIign wind pressures. #1 Maximum Design Pressure 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 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: So' prema Elastl col 600c Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. #3 Maximum Design Pressure = -150I 0 psf: Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C=side up) to meet project requirements o satisfaction of Authority Having Jurisdiction. Deck Preparation: Plywood shal be thoroughly cleaned to remove dust and debris that may inhibit adhesion. Al sheathing fasteners shall be driven flush with the surface. All sharp splinters and�vood projections shall be removed/sanded. Primer: (Optional) RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/AHT TU Underlayment, self -adhered, shall be thoroughly roll using hand roller and/o weighted roller to ensure there are no voids, and ensure there are no voids/bridging at side and end -laps. #4 Maximum Design Prpscurp = An nnef- Deck: Min. 19/321inch 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 capsi(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. I Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R6 Certificate ofAuthorization #95036' EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments, (800) 516-1485 Revision 6: 09/25/2017 Page 4 of 6 f I\ 5.6.4.1 For mechanically attached Base She or exceed that required under FRSA Alternatively, the maximum design design pressure determined in aco attachment density designed by a Commonly used methods .are AN Application Standard RAS 117. A: Section 2.2.10.1 of FM Loss Prevent 5.7 Exposure Limitations: Tri-Built Sand-R SA Shingle Under exposed for longer than 30-days afl Tri-Built S/A HT TU Underlayment sI 5.8 Tile Slippage Limitations (TAS 103 pl When loading roof tiles on the unc E be as follows.. These slope iimitat�C tiles. I I TRINITY I ERD the maximum design pressure for the selected assembly shall meet 11 April 2012 (04-12), Appendix A, Table J.A. assure for the selected assembly shall meet or exceed the Zone 1 ance with FBC 1609. In this case, Zones 2 and 3 shall employ an 3lified design professional to resist the elevated pressure criteria. SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing nblies marked with an asterisk* carry the limitations set forth in Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. rment or Tri-Built Smooth HT S/A Underlayment shall not be left installation II not be left exposed for longer than 180-days after installation. /ment in direct -deck tile assemblies, the maximum roof slope shall can only be exceeded by using battens during loading of the roof -TABLE 2: TILE -SLIPPAGE LIMITATIONS FOR -DIRECT -DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Flat Max. 30-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) Oki Tri-Built S/A HT TU Underlayment " Lugged Exterior Research and Design, I.I.C. j Evaluation Report A42960.10.12-R6 Certificate of Authorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments, (800) 516-1485 Revision 6: 09/25/2017 Page 5 of 6 6. INSTALLATION: TR1N1-rY I 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 Shin le UnderlaIV ent Tri-Built S/A HT TU Underlavrrient 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 r9of 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. 6.3.3 Adhere the exposed part to the sul Once the entire length of membr membrane tight, Firmly roll, broor Horizontal seams should be minin inches and staggered not less than TRI-BUILT Materials Group, LLC re( When installing at slopes above E overlap area at the top of the shee For Valleys and Ridges: Cut under) over valley or ridge. Drape and pr each direction. For valleys, apply tl Reference is made to FRSA/TRI instructions noted above as a guid For foam -on tile applications, refe fall outside the scope of FRSA/TRI Tile shall be loaded and stage underlayment. See Table 2 here staging and unroll the remaining membrane as far as possible. ine is in place, peel -off the release film diagonally while holding, the or hand -press the membrane into place to achieve a bond. um 3-inches, configured to shed water. Vertical seams should be 6- 2-ft from vertical seams in the course: below, sealed in accordance with uirements. 12, TRI-BUILT Materials Group, LLC recommends back -nailing in the at 12-inch o.c. yment 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 e sheet starting at the lowest point and work upward. pril 2012 (04-12) Installation Manual and Table 1 herein, using the ine. nce is made to Section S.6.4 herein for wind resistance limitations that pril 2012 (04-12). in a manner that prevents tile slippage and/or damage to the and TRI-BUILT Materials Group, LLC published requirements for tile 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Gulfport, MS I 9. QUALITY ASSURANCE ENTITY: UL, LLC —QUA9625; (314) 578-3406; k.chaneellor@us.ul.com - END OF EVALUATION REPORT - I I Exterior Research•. and Design, I.I.C. Evaluation Report A42960.10.12-R6 Certificate of Authorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-116 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 6 of 6