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LUCIE COUNTY BUILDING DIVISION RFEVIFVycar POP,CORP01 r .es� > Application 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 DATE 1 (S PLANS AND PE�fil':91T Pr1UST SE KEPT ON JOB OR No lNSPEC:TI©N WILL V32 MADE THESE PLANS AND ALL PROPOSED WORK ARE SUNECT'i O ANY CORRECTIONS REQUIRED BY FIELD INSPE OTORS THAT WAY BE NECESSARY IN ORDER TO COMPLY WITH All A11PLIMULL c E0. David Ruiz 250 Route 17 North East Rutherford, NJ 07073 (201) 842-2449 david.ruiz@tribuiltmateriaisgroup.com Roofing Underlayments CONMLED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILR OF THE CONTRACTOR OF RECORD Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional.Engineer ❑, Evaluation Report - Hardcopy Received o developed Robert Nieminen PE-59166 UL LLC Date 07/18/2020 John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL16048 R6 COI 2017 01 COI Ni minen pdF Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM G155 2005 FM 4474 2011 FRSA/TRI April 2012 (04-12) 2012 UL 1897 2012 Equivalence of Product Standards# Certified By P Sections from the Code hops://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgtFPmdYiND... 1/12/2018 Florida Building Code Onlirr-- 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 underlayments Limits. oP Use Approved for use in HVHZ: No Installation Instructions FL16048 R6 II 2017 09 FINAL ER TRI- Approved for use outside HVHZ: Yes Impact Resistant: N/A BUILT UNDERLAYMENTS FL16048-R6 odf Design Pressure: +N/A/-150 Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Other: 1.) The design pressure noted herein pertains to use Evaluation Reports of foam -on the systems overtop the self -adhering FL16048 R6 AE 2017 09 FINAL ER TRI- underlayment for one particular application. See ER Section BUILT UNDERLAYMENTS FL16048-R6 odf 5.6.4 for details. 2.), Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes Use. The State of Florida is an AWEBD emplc Under Florida law, email addresses are pu electronic mail to this entity. Instead, conta Section 455.275(1), Florida Statutes, effectiv they have one. The emaiis provided may be supply a personal address, please provide the I rti Us :: 2601 61air Stone Road Tallahassee R 32399 Phone: 850-487-1824 yl r. Copyright 2007-2013 Stare of Florida :: Privacy Statement :: Accessibility Statement ::. Refund Statement blic records. If you do not wantyour e-mail address released in response to a public -records request, do not send ct the office by phone or by traditional mail. If you have any questions, please contact 850.487,1395. 'Pursuant to e'.Octnber 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if dsed for official communication with the licensee. However email addresses are public record. If you do not wish to )epartment with an email address which an be made available to.the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit• Safe security AIETRrQs https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND:.. 1/12/2018 VTRINITYIERD EVALUATION: REPORT TRI-BUILT Materials Group, LLC PO Box_70 Rutherford, NJ 07070 (800) 516-1485 EXTERIOR RESEARCH & DESIGN, LLC. Certificate ofAuthorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 (203) 262-9245 ation 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 L620-3 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. DESCRIPTION: TRI-BUILT Roof Underlayments LABELING: Labeling shall be in accordance herein. CONTINUED COMPLIANCE: This Evaluation Rep( Quality Assurance documentation changes, this Evaluation Report by the named clier changes or the referenced Quality Assuranc Evaluation Report relative to. updated Code ADVERTISEMENT: The Evaluation Report num advertising literature. If any portion of the I INSPECTION: Upon request, a copy of this ent its distributors and shall be available for insr; This Evaluation Report consists of pages 1 th Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4ANE198 the requirements the Accredited Quality Assurance Agency noted is valid until such time as the named product(s) changes, the referenced provisions of the Code that relate to the product change. Acceptance of constitutes agreement to notify Robert Nieminen, P.E. if the product documentation changes. Trinity) ERD requires a complete review of this quirements with each Code Cycle. ?r preceded by the words "Trinity I ERD Evaluated" may be displayed in duation Report is displayed, then it shall be done in its entirety. Evaluation Report shall be provided to the user by the manufacturer or ,tion at the job site at the request of the Building Official. iueh 6. The facsimile seal appearingsvas authorized by Robert Nieminen, P.E. on 99/25/2017. This does not serve as an electronically signed documenL CERTIFICATION OF INDEPENDENCE: 1. Trinityl 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 I 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. I �PTRINrrYJERD 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 6th 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 Property Standard Year 1504.3.1 Wind Resistance FM 4474 2011 1504.3.1 Wind Uplift UL 1997 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: EntitV Examination Reference Date ERD (TST6049) Physical Properties 540540.02.13-1 02/19/2013 ERD (TST6049) Physical Properties S40540.11.13 11/19/2013 ERD (TST6049) ) Physical Properties 540540.03.14 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 $43530.05.14 05/28/2014 ERD (TST6049) Physical Properties 540540.10.14 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, I.I.C. (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 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 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 Cei#lcote ofAuthorizatlon #95o3 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 2 of 6 TRINITY J 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: ' f t .TABLE L ;ROOF COVER_OPTIONS Underlayment Asphalt Shingles Nail -On Tile Foam -On Tile Metal Wood Shakes Slate & Shingles Tri-Built Sand-R SA Shingle Underlayment Yes No No No Yes Yes Tri-Built S/A FIT TU Yes Underlayment Yes I Yes See 5.5.1 Yes Yes Yes EU I f Smooth HTS/A) --- ,_Underlayment �, f Yes ' I No No y Yes"; Yes K Yes-. 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment rnmhinntinnc TABLE 1A:-ALLOWABLE TILEADHESIVE UNDERLAYMENT COM_ BIN_ ATIONSl Adhesive Florida Product Approval Underlaymerits ICP Adhesives Polyset° AH-160. I FL6332 Tri-BuiltS/A HT TU Underlayment DowTlleBondT°- FL22525 Tri-BuiltS/A HT TU Underlayment 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Tri-Built Sand-R SA Shingle .0 Underlayment applied to: ➢ Plywood; ASTM D41 prirr primed Southern Yellow F While not required over plywi recommends priming the dec TRI-BUILT Materials Group, I OSB prior to installation of the 5.6.2 Bond -to -Insulation: Tri-Built Sand-R SA Shingle Ui Underlayment applied to: Dens Deck Prime; SECURC. Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A ?d plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 ne; ASTM D41 primed structural concrete. od, OSB or Southern Yellow Pine substrates, TRI-BUILT Materials Group, LLC : if the final roof cover is not slated for installation within 24 hours. Note: .0 requires tongue-and_groove board decking be covered with plywood or 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 of the 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 with FM 4474, Appendix D or TAS 114, Appendix J. 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research.and Design, LLC. Evaluation Report A42960.10.12-R6 CertTicate of Authorization N9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 5: 09/25/2017 Page 3 of 6 v� �J' TRINITY J 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: 5.6.4 ➢ ASTM D226, Type I or II For installations under mi minimum codified requin Underlayment only), base 12). does not address wind uplift I the underlayment forms part underlayment systems that ar applications. Maximum Des allowable wind loads, and refl per FBC 1504.9 has already bE FBC 1609 for determination of #1 Maximum Desigl Deck: Primer: Underlayment: #2 Maximum Desier Deck: Primer: Underlayment: #3 Maximum Desier Deck: Deck Preparation Primer: Underlayment: #4 Maximum Design Deck: Base Sheet: Underlayment; tally attached prepared roof coverings, base layer shall be attached per s. For installations under foam -on tile systems (Tri-Built S/A 'HT TU shall be attached per minimum requirements of FRSA/TRI April 2012 (04- W11L 3Vstems In roam-Un Tile Applications: FRSA/TRI April 2012 (04-12) ;istance of all underlayment systems beneath foam -on tile systems, where f the load -path. The following wind uplift limitations apply to direct -deck not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile n Pressure is the result of testing for wind load resistance based on :ts the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety n applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or esign wind pressures. Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. (Optional) ASTM D41 or RESISTO EXTERIOR PRIMER Tri-Built S/A II HT TU Underlayment, self -adhered. Pressure =-67.5 psf: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Soprema Elastocol 60oc Tri-Built S/Ai HT TU Underlayment, self -adhered. Pressure = -150.0 psf: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project requirements to satisfaction. of Authority Having Jurisdiction. 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. (Optional) RESISTO EXTERIOR PRIMER 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: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. . 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. Tri-Built S/A HT TU Underlayment; self -adhered. Exterior Research and Design, I.I.C. Evaluation ReportA42960.10.12-R6 Certificate ofAuthorizotion #9503 6' 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 (-)o TRINITY I ERD 5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required unde I 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 FRSA/TR1 April 2012 (04 12)): 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. TILE SLIPPAGE.LIMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS , Underlayment 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 81iles high 6:12 on slope, as shown below) Tri-built S/A HTTU Underlayment iLugged i r Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6 Certificate of Authorization #9s03 6T"EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 5 of 6 S. INSTALLATION: TRINITY j 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 Shingle Underlavment Tri-Built S/A HT TU Underlavment 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 roof 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. 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 S/A! HT TU Underlavment only): 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, deference 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 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 - END OF EVALUATION REPORT - Exterior Research and Design, LLC. 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 6 of 6