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HomeMy WebLinkAboutPRODUCT APPROVAL ROOFING UNDERLAYMENTFlorida Building Code Online Page 1 of 2 M-1county A . �. i BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I St Florida r p �1 ' ) Product Approval USER: Public User Product Aooroval Menu > Product or AoolicaUon Search > Aoolication List > Appliaatl f Y4 FL * FL16048-R Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature t'. ' k & Facts I Publications I Contact Us I BCIS Site Map I Links I Search Detail Tri-Built MPterials Group, LLC PO Box 70 Rutherford, NJ 07070 (800) 51611485 david.ruiz@tribuiitmo.com David .com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford, NJ 07073 (201) 842 -2449 david. ruiz@tribuiltmaterialsgroup. com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlay 'I'ents Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1:1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 i Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/18/2020 Validated By John W. Knezevich, PE © Validation Checklist - Hardcopy Received Certificate of Independence FL16048 IR6 COI 2017 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard ASTM D1970 2015 ASTM G155 2005 FM 44741 2011 , FRSA/TRI April 2012 (04-12) 2012 UL 18971 2012 Equivalence of Product Standards Certified By Sections from the Code https://www. floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND... i 8/27/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 1 Date Submitted 09/25/201 Date Validated 10/01/201 Date Pending FBC Approval 10/03/201 Date Approved 12/12/201 Summary of Products Al FL # Model, Number or Name Description 16048.1 TRI-BUILT Roof Underlayments Self -adhering, modified bitumen roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL16048 R6 II 2017 09 FINAL ER TRI- Approved for use outside HVHZ: Yes BUILT UNDERLAYMENTS FL16048-R6.odf Impact Resistant: N/A Yerified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-150 Created by Independent Third Party: Yes Other: 1.) The design pressure noted herein pertains to use Evaluation Reports of foam -on tile systems overtop the self -adhering h16048 R6 AE 2017 09 FINAL ER TRI- underlayment for one particular application. See ER Section BUILT UNDERLAYMENTS FL16048-R6.pdf 5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes Use. Contact Us :: 2601 Blair Stone Road. Tallah?ssee32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cooyrlaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement • Under Florida taw, 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 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 Seaton 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 toithe public. To determine if you are a licensee under Chapter 455, F.S., please click here . • Product ApprovjIl Accepts: Credit Card https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=w6EVXQwtDgtFPmdYiND... 8/27/2018 \l TRINITY 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-R6, 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 6`h 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 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.lICode 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 atthe request of the Building Official. This Evaluation Report consists of pages 1 through 16. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 ;� i••� The facsimile seal appearing was authorized by Robert Nleminen, t�u1l P.E. on 09/25/2017. This does not serve as an electronically signed document. CERTIFICATION OF 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 it 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 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. . ROOFING COMPONENT EVALUATION: 1. (_)0 \,l TRINITYIERD SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have Idemonstrated compliance with the following sections of the 6tEdition (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 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 (TST6049) ERD (TST6049) UL, LLC. (QUA9625) UL, LLC. (QUA9625) 4. PRODUCT DESCRIPTION: 4.1 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/TRI 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-R1 S43530.05.14 S40540.10.14 SC7645.02.15 SC8520.04.15 SC14045.05.17-R1 Multiple -Listing R16814 Service Confirmation Year 2011 2012 2005 2015 2012 Date . 02/19/2013 11/19/2013 03/26/2014 04/02/2014 04/02/2014 04/10/2014 04/10/2014 05/14/2014 05/28/2014 16/31/2014 02/13/2015 05/27/2015 06/07/2017 12/10/2015 Exp.07/18/2020 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, Inon-woven polyester fabric surfaced, SBS modified bitumen roof underlayment; meets ASTM D197.0 and FIRSA/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 underlayment; meets ASTM D1970. S. LIMITATIONS: 5.1 This is a building code evaluation. 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 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. Evaluation Report A42960.10.12-R6 Certificate of Authorization N9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800)I516-1485 Revision 6: 09/25/2017 Page 2 of 6 5.4 TRI-BUILT Roof Underlayments may be used wi specifically referenced within FBC approval_docun• Authority Having Jurisdiction for approval based on prepared roof covering. 5.5 Allowable Roof Covers: (TRINITY I ERD any prepared roof cover where the product is :s. If not listed, a request may be made to the evaluation combined with supporting data for the TABLE 1:: ROOF.,COVER OPTIONS" Asphalt Wood Shakes Underlayment Shingles Nail -On Tile Foam � -On Tile Metal &Shingles Slate Tri-Built Sand-R SA Shingle Yes No No No Yes Yes Underlayment Tri-Built S/A HT TU Yes Underlayment Yes Yes See 5.5.1 Yes Yes Yes Tri-Built Smooth HT S/A I Underlayment Yes No No Yes Yes Yes 5.5.1 "Foam -On Tile" is limited to use of the following Apprloved tile adhesives / underlayment combinations. TA61. A:_ALLOWABLETILEADHESIVE�`;UNOERLAYMENTCOMBINATIONSl';: Adhesive Florida Product Approval I Underlayments ICP Adhesives Polyset® AH-160 FL6332 Tri-Built S/A HT TU Underlayment Dow TileBond'm FL22525 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, Tri-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 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 OSB prior to installation of the self -adhering underlayment. 5.6.2, Bond -to -Insulation: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/IA HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ Dens Deck Prime; SECU ROCK Gypsum -Fiber Roof Board. For installation under mechanically attached prepare'' 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 Uriderlayment 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 orTAS! 114, AppendixJ. • I I 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-116 Certificate o/Authorization #9503 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 5.6.3 Bond to Mechanically Attached Base Laver: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built Underlayment applied to: ➢ ASTM D226, Type I or II felt. For installations under mechanically attached preps minimum codified requirements. For installation! Underlayment only), base layer shall be attached pe 12). V TRINITY I ERD S/A HT TU Underlayment or Tri-Built Smooth HT S/A Ired roof coverings, base layer shall be attached per under foam -on tile systems (Tri-Built S/A HT, TU r minimum requirements of FRSA/TRI April 2012 (04- 5.6.4 Wind Resistance for Underlayment Systems in Foam does not address wind. uplift resistance of all underla the underlayment forms part of the load=path. Thep underlayment systems that are not addressed in FRSJ applications. Maximum Design Pressure is the re allowable wind loads, and reflects the ultimate passil per FBC 1504.9 has already been applied). Refer to F FBC 1609 for determination of design wind pressured #1 Maximum Design Pressure = -45.0 osf: Deck: Min. 15/32-inch plywood to mee Having Jurisdiction. Primer: (Optional) ASTM D41 or RESISTO E) Underlayment: Tri-Built S/A HT TU Underlayment, #2 Maximum Design Pressure = -67.5 asf: Deck: Structural concrete to meet proje Jurisdiction. Primer: Soprema Elastocol 600c Underlayment: Tri-Built S/A HT T.0 Underlayment, #3 Maximum Design Pressure = -150.0 osf: n Tile Applications: FRSA/TRI April 2012 (04-12) ent systems beneath foam -on tile systems, where lowing wind uplift limitations apply to direct -deck 'RI April 2012 (04-12) and are used in foam -on tile t of testing for wind load resistance based on pressure divided by 2 (the 2 to 1 margin of safety A/TRI April 2012 (04-12), Appendix A, Table 1A or project requirements to satisfaction of Authority ;TOR PRIMER adhered. requirements to satisfaction of Authority Having , hered. Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project requirements to satisfaction of AutLrity 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 PRIM R 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 Dsf: Deck: Min. 19/32-inch plywood to meet 1project requirements to satisfaction of Authority Having Jurisdiction. I-G Base Sheet: Soprema Sopra-G or Modified Sopr 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, �I equally spaced rows in the center of he sheet. Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. Exterior Research and Design, I.I.C. Certificate of Authorization #9503 I 6T" EDITION (2017) FBC NON- — EVALUATION TRI-BUILT Roof Underlayments; (800) 516-1485 .I Evaluation Report A42960.10.12-116 FL16048-R6 Revision 6: 09/25/2017 Page 4 of 6 5.6.4.1 5.7 5.8 For mechanically attached Base Sheet, the maximun or exceed that required under FRSA/TRI April 2012 ( Alternatively, the maximum design pressure for thi design pressure determined in accordance with FB attachment density designed by a qualified design Commonly used methods are ANSI/SPRI WD1, I Application Standard RAS 117. Assemblies marke Section 2.2.10.1 of FM Loss Prevention Data Sheet 7 Exposure Limitations: Tri-Built Sand-R SA Shingle Underlayment or Tri-I exposed for longer than 30-days after installation Tri-Built S/A HT TU Underlayment shall not be left e When loading roof tiles on the underlayment in dir be as follows. These slope limitations can only be tiles. C�D '' \I TRINITY I ERD design pressure for the selected assembly shall meet 4-12), Appendix A, Table 1A. selected assembly shall meet or exceed the Zone 1 1609. In this case, Zones 2 and 3 shall employ an 3rofessional to resist the elevated pressure criteria. A Loss Prevention Data Sheet 1-29 and Roofing with an asterisk* carry the limitations set forth in Z9 (January 2016) for Zone 2/3 enhancements. It Smooth HT S/A Underlayment shall not be left for longer than 180-days after installation. -deck tile assemblies, the maximum roof slope shall ceeded by using batten's during loading of the roof TABLE'2: TILE'SLIPPA6E LIMITATIONS'FOR DIRECT-DECKTILE INSTALLATIONS_ Maximum Underlayment Tile Profile Staging Method 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 HT TU Underlayment Lugged i Exterior Research and Design, I.I.C. Certificate of Authorization ✓19503 I I i I e" EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Roof Underlayments; (800) 16-1485 li II Evaluation. Report A42960.10.12-R6 FL16048-R6 Revision 6: 09/25/2017 Page 5 of 6 r 4. 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 p lotruding 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 Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment: 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 bel 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 substrate and unroll t Once the entire length of membrane is in place, pi membrane tight. Firmly roll, broom or hand -press thi Horizontal seams should be minimum 3-inches, con inches and staggered not less than 2-ft from vertical TRI-BUILT Materials Group, LLC requirements. When installing at slopes above 8:12, TRI-BUILT K overlap area at the top of the sheet at 12-inch o.c. For Valleys and Ridges: Cut underlayment into 4 to 6 over valley or ridge. Drape and press sheet into plat each direction. For valleys, apply the sheet starting a e remaining membrane as far as possible. fI-off the release film diagonally while holding the membrane into place to achieve a bond. gured to shed water. Vertical seams should be 6- !ams in the course below, sealed in accordance with als Group, LLC recommends back -nailing in the . 'oot lengths. Peel the release paper and center sheet working from the center of the valley or ridge in the lowest point and work upward. 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. 8. MANUFACTURING PLANTS: Gulfport, MS 9. QUALITY ASSURANCE ENTITY: UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us.ul.com Exterior Research and Design, I.I.C. Certificate of Authorization #9503 - END OF EVALUATION REPORT - I I 6T" EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Roof Underlayments; (800) 516-1485 I I I Evaluation Report A42960.10.12-R6 FL16048-R6 Revision 6: 09/25/2017 Page 6 of 6