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Home My WebLink AboutUNDERLAYMENTS TRI BUILT SHINGLE4/9/2020 Florida Building Code Online litMM . a r 6CI5 Home Lop In User Registration Mot Topics Submit Surcharge Stats B Facts Publications Contact Us BCIS Site Map Links Search db4Prodluct Approval- ! USER: Public user Product Approval Menu � Product or Aoprication Search a Application List > Applicatlon Detail FLUil # 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/Ernall Category Subcategory Compliance Method FL16048-R6 Revision 2017 Approved Tri-Built Materials Group, LLC PC) Box 70 Rutherford, N] 07070 (800)516-1485 david.ru iz@tribu i Itmg. cam David Ruiz davi d , ru ix @try b u i Itmg . co m David Ruiz 250 Route 17 North East Rutherford, NJ 07073 (201) 642-2449 david.ruiz@tribuiltmateriaisgroup.com Roaring Undertayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity lA LLC Quality Assurance Contract Expiration Date 07/18/2020 Validated By John W. Knezevich, PE Vaiidation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By F 16048 R6 COT 2017 01 COI Nieminen. df $-7ndard ASTM D1970 ASTM G155 FM 4474 FRSA/TRI April 2012 f 04-12) LJL 1897 Year 2015 2075 2011 2012 2012 https-.IAvww.florsdabuilding.orglpripr app dtl.aspx?param--vGEVJCC�MD tFPmdYiNDWrwipmtAnRgjv9FiYHTk4FLCxcgVfRhfvMwok3d%3d 112 4/9/2020 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option ❑ Pate Submitted 09/25/2017 Date Validated 10/01/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL Model, dumber or Name oesciription 16048.1 TRI-BUILT hoof Underlayments Self -adhering, modiC-ied bitumen roof undeflayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL16048 R6 II 2017 09 FINAL ER TR - Approved for use outside HVHZ: Yes BUILT UNDERLAYMENTa `L16048-R6.pdf 1 Impact Resistant: N/A Design Pressure: +NIAI-150 Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes ? Other: 1.) The design pressure noted herein pertains to use of Evaluation Reports foam -on tile systems overtop the self adhering underlayment FLI.5048 Rb AE 2017 09 FINALR TRI- for one particular application. See ER Section 5.6.4 for details. UILT UNDEPLAYMENTS F 4 -P df 2.) Refer to ER Section 5 for other Limits of Use. Created by Independent Third Party: Yes Cunt= LIS :: 26131 elair Stone Road,TiRa ha55ee FL 32399 One: 850-487- ISZ4 The State of Florida is an AA/EEO employer. CopX�ght 2007-2013 State of Fbdda.:; Priv .s"la„tement :: Accesahilitv-5=nleM :: P.e nd 5 Under Florida law, email addresses are public ramrds. If you do not warn your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office try 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 avaiiable to the public. To determine if you are a Licensee under Chapter 455, F.S., please [rick here . product Approval Accepts; Credit Cart} Safe https:l/www.floridabuliding.orglpripr app_dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWrwipmtAnRgjv9F-iYHTk4FLCxogVtRhfvMw%3d%3d 2/2 TRINITYERD 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 6t' Edition (2017) Florida Building Code sections noted herein. DESCRIPTiow 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 products) 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 I 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 thejob site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: Robert J.M. Nieminen, I.E. Florida Registration No. 59166, Florida DCA ANE1983 M. .Lg'� 3• s�-1�� :fir �`rw The facsimile sea la earin was authvrixed6 Roheri Nieminen, .J1rne.iy�e, �ti PP g Y P.E. on 09/25/2a17. This does not serve a5 an electmnirally signed document. CEFrnF(CA-rlON OF INDEPENDMCE: I. Trinity IERD 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 far that purpose. TRINITY ERD ROOFING COMPONENT EVALUATION. I. 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 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 FRSACTRI April 2012 (04-12) 2012 3. REFERENCES: Entity Examination Reference Date ERD (TST6049) Physical Properties S40540.02.13-1 02/19/2013 ERD (TST6049) Physical Properties 540540.11.13 11/19/2013 ERD (T5T6049) Physical Properties S40540.03.14 03/26/2014 ERD (T5T6049) 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 544870A4.14-4 04/10/2014 ERD (TST6049) Physical Properties 543530.02.14-1-RI 05/14/2014 ERD (TST6049) Physical Properties S43530.05.14 05/28/2014 ERD (TST6049) Physical Properties S40540.10.14 10/31/2014 ERE] (TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD(TST6D49) Accelerated Weathering SC8520.04.15 05/27/2015 ERD (TST6049) Wind Resistance SC14045.05.17-111 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 ❑ESCRIP11ON: 4.1 Tri-Built Sand -Ft 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 underlayment; 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 underlayment; meets ASTM D1970. S. LIMITATIONS: 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 HVH7jurisdictions. 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 Repo rt A42960. Ia. 12-R6 CertijkGteOfAuthorization #9w3 6" EDITION (2017) FBC NON-HVH2 EVALUATION FL161048-RG TRI-BUILT Roof Underlayments; (300) 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: TABLE 1: ROOF COVER OPTIONS Underlayment Asphlt Y Shingles Wood Shakes Slate Nail -On Tile Foam -fin Tile Metal j & Shingles Tri-Built Sand-R SA shingle Underlayment Yes I No No No Yes Yes Tri-Built 51A HT TU Yes Underlayment Yes Yes See 5.5.1 Yes Yes Yes Tri-Built Smooth HT S/A Underlayment Yes No No Yes Yes Yes 5.5A "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayrnent combinations. TABLE 1A: ALLOWABLE UE ADHESIVE' UNDERLAYMENT COMBINATION51 Adhesive Florida Product Approval Underlayments ICP Adhesives Polyset"I AH-160 FL6332 Fri -Built S/A HT TU Underlayment Dow TileBondT" FL22525 Tri-Built 5/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 0S13 prior to installation of the self -adhering underlayment. 5.6.2 Bond -to -insulation: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: r Dens Deck Prime; SECUROCK Gypsum -Fiber Hoof 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 5/A HT TU Underlayment only), insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underiayment system fn accordance with FM 4474, Appendix DarTAS 114, Appendix J. Refer to Tile Manufacturer's or Adhesive Monufncturer's Florida Product Approval for Overturning Moment Resistance Performance. brterior Research and Designs, LLC. Evaluation Report A42960.10.12-R6 Certificate of Authorization #95a3 6' EDITION (2017) FBC NON-HVH2 EVALUATION FL16048-R6 TRI-BUILT hoof Underlayments; (900) 516-148S Revision 6: 09/25/2017 Page 3 of 6 TRINITY 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 II 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 Underla ment S stems 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 the 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 FBC 1609 for determination of design wind pressures. #1 Maximum Design Pressure = -450 nsf: Dock: 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 Elastocol 600c Underlayment: Tri-Built SIA HT TU Underlayment, self -adhered. #3 Maximum Design Pressure = -150.0 nsf: 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) RES15TO 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 A42960.10.12-R6 Certificate ofAuthorizution #95a3 6'Y EDITION (2017) FEC NON•HVHZ EVALUATION FL16048-R6 M-RUILT Roof Underlayments; (800) 516-1485 Revision 6.09/25/2017 Page 4 of 6 TRIM-ry ERD 5.6.4.1 For mechanically attached Base Sheet, 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 190-days after installation_ 5.8 Tile Slippage Limitations (TAS 103 per FRSA TRI April 2012 04-12 : When loading roof tiles on the underlayrnent 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: TILE SLIPPAGE UMITATIONS FOR DIRECT-DECKTILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Fiat Max. 10-tile stack 6:12 Lugged Max. 10-tile stack 5:12 Max. 10-tile stack (bottom 2-tile stack s h a I f be Inverted, followed by 8 tiles high 6:12 on slope, as shown below) l Tri-Built S/A HTTlI Underlayment Lugged Exterior Research and Resign, LLC. Eva Iuat!Dn Report A42960.1U.12-R6 Certificate of Authorization #9503 EDITION (2017) F B C NON-HVHZ EVALUATION F1.16048-116 TRI-BUILT Roof Ur►derlayments; (SM) 516-3MS Revision 6. 09/25/2017 Page 5 of 6 TRINITY EIR 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 Shinizle Underla men# Tri-Built 5 A HT TU Underla meet or Tri-Built Smooth HT 5 A Underlaylnent: 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 Ikon -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 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 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. 6.3.3 Tile Applications Tri-Built 5 A HTTU Underla ment onl : Reference is made to FRSA/TRI April 2012 (04-121 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 FRSAjTRI April 2012 (04-12). Tile shall be loaded and staged in a manner that prevents the 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 PLAINTS: Gulfport, MS 9. QUALITY ASSURANCE ENTITY: UL, LLC -QUA9625; (314) 578-3406; k.chanceltor@us.uLcom - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6 Certificate Of Authmization #9503 6T" EDITIOAi (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Dnderlayments; (80D) 516-1485 Revision 6: 09f25f2017 Page 6 of 6