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Home My WebLink AboutPRODUCT APPROVAL ROOFING UNDERLAYMENTSFlorida Building Code Online e BCIS Home 1 Login i- User Registration S Hot 1, b d a Product Approval r USER, Public User Product Approval Menu > Product orAoolitaUon Sear 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 1 Florida Engineer or Architect Name who d the Evaluation Report { Florida Ucense i Quality Assurance Entity i i Quality Assurance Contract Expiration Dal Validated By Certificate.of Independence Referenced Standard and Year (of Equivalence of Product Standards Certified By Sections from the Code SCANNED By"a CiB Iwiprfilvltv ' Submit Surcharge ' Stats & Facts Publications FBC Staff• SCIS Site Map 1, Unks j Search. h > Aoolication List > Application Detail FL16048-116 THESE PLANS AND ALL PROPOSED WORK 2017 Revision eviion' ARE SUBJECT TO ANY CORRECTIONS Approved REQUIRED BY FIELD INSPECTORS THAT. �1MY Bri NECE6 °CRY IN 9RDER� TO :w �i`fH nI�W�PI�, CODES:; Tri-Built Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800) 516-1485 david.rujz@tribuiltmg.com David Ruiz david.rulz@tribuiltmg.com David Ruiz 250 Route 17 North East Rutherford, NJ'07073 (201)842-2449 david.rulz@tribuiltmaterialsgroup.com Roofing Underlayments Evaluation. Report from a Florida Registered Architect or a_ Licensed Florida Professional Engineer IJ Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 07/18/2020 John W. Knezevich, PE. 'IV: Validation Checklist - Hardcopy Received FL16048 R6 COI 2017 01 COT Nieminen odf Standard Year ASTM D1970 2015 ASTM G155 2005 FM 4474 2011 FRSA/TRI April 2012 (04-12) 2012 UL 1897 2012 https://www.floridabuilding.org/pr/pr_app 1/12/2018 i Florida Building Code Online 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 16/03/2017 12/12/2017 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 F1_16048-116 odf Impact Resistant: N/A Verified. By: Robert Nieminen PE-59166 Design Pressure: +N/A/-1S0 Created by Independent Third "Party: Yes Otheir: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. Back, Next C tic 1 2601 Blair Stone Road Tallahassee FL 32399 Phone. 850-487=4824 The State of Florida is an AA/EEO employ ea I`- -oht 2007-2013 State or Florida :: Privacy Statement•: Accessibility Statement :: Refund Statement Under Florida law, email addresses are, public rdIIords. If you do not want your a-mall"address released In response to a public -records request, do not send electronic mall to this entity. instead, contact the officeby phone or by traditional mail. IP"y6u have any questions, please contact 8S0.487.139S. *Pursuant to Section 455.275(1), Florida Statutes, effectiveIIctober 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 avaliable to. the public. To determine if you are a licensee under Chapter 455j.S.,. please dick here. Prod�iucctt Approval Accepts: ®®a'cRE Credit Safe securiI:ymEr R.ICS https://www.floridabuildm org/pr/pr_app dtl.aspx?param=wGFVXQwtDgtFPmdYiND... 1/12/2018 NITY f ERD TRI-BUILT Materials Group, LLC PO Box.70 Rutherford, NJ 07010 (800) 516-1485 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 '(203) 262-9245 Evaluation Report A42966.10.12-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 6th Edition (2017) Florida Building Code sections notedherein. DESCRIPTION: TRI-BUILT Roof Underlayments LABELING: Labeling shall be in accordance vvitl the requirements the Accredited Quality Assurance: Agency noted herein: CONTINUED COMPLIANCE: This Evaluation Report 1 Quality Assurance documentation changes, or this Evaluation Report by the named client c changes or the referenced Quality Assurance di Evaluation Report relative to updated Code regi ADVERTISEMENT: The Evaluation Report number advertising literature. If any portion of the Eval INSPECTION: Upon request, a copy of this entire I its distributors and shall .be available for inspect This Evaluation Report consists of pages l throu Prepared by Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 CERTIFICATION OF INDEPENDENCE: 1. Trinity]ERD does not have, nor does it intend to distributing. products it evaluates. 2. Trinity] ERD is not'owned, operated or controlled bi 3. Robert-Nieminen, P.E. does not have nor will acqui which the evaluation reports are being issued.. 4. Robert Nieminen, .P.E. does nothave, nor will acqu product. S. This is a building code evaluation. Neither Trinity project on which this Evaluation Report, or previot specifically for that purpose. valid until such time as the named product(s) changes, the referenced ovisions of the Code that relate to the product change. Acceptance of nstitutes 'agreement to notify Robert Nieminen, P.E. if the product cumeritation changes. Trinity) ERD requires a complete review of this irements with each Code Cycle. 3receded by the words "TrinityI ERD Evaluated" may be displayed in ation Report is displayed, then it shall be done in its entirety. valuation Report shall be provided to the user by the manufacturer or )n at the job site at the request of the Building Official. :h 6. The Facsimile seal appearingwas authorized by RobertNieminen, P.E.on09/25/2017. This does not serve as an'electronically signed document. acquire or will it acquire, a financial interest in any company manufacturing or any company manufacturing or distributing products it evaluates. e, a financial interest in any company manufacturing.or distributing products for re, a financial interest in any other entity involved in the approval process of the ERD nor Robert Nieminen, R.E. are, in any way, the Designer of Record for any i versions thereof, is/was used for permitting or design guidance unless retained C)o --,l TRINITYIERD ROOFING COMPONENT EVALUATION:. 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: TRI-BUILT Roofj Underlayments, as produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance with the followig 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: Section 1504.3.1 1504.3.1 1504.6 1507.2.4 /1507.1.1,1507.2.9:2 1507.3:3. 3. REFERENCES: Wind Wind Accelerated Weathering Physical Properties Physical Properties Entity Exami ERD (TST6049) Physical PFiysical Physical Physical Physical Physical Physical Physical Physical Physical 4. PRODUCT DESCRIPTION: 4.1 Tri-Built Sand-11 SA Shingle Ur modified bitumen roof underlay 4.2 Tri-Built S/A HT TU Underlaym bitumen roof underlayment; me 4.3 Tri-Built Smooth HT S/A 'Une modified bitumen roof underlay 5. LIMITATIONS: 5.1 This is a building code evaluati Designer of Record for any proj used for permitting or design gu' 5.2 This Evaluation Report is not for 5.3 Fire Classification is not part c Directory for fire ratingsof this r es Weathering Standard es Weathering Standard Year FM 4474 2011 OL 1897 2012 ASTM G155 2005 ASTM D1970 2015 FRSA/TRI April 2012 (04-12) 2012 Reference Date S40540.02.13-1 02/19/2013 S40540.11.13 11/19/2013 S40540.03.14 03/26/2014 S44870.04.14-2 04/02/2014 S44870:04.14-3 04/02/2014 S44870.04A4-1 04/10/2014 S44870.04.14-4 04/10/2014 S43530.02.14-1-R1 05/14/2014 543530.05.14 05/28/2014 540540.10.14 10/31/2014 SC7645.02.15 02/13/2015 SC8520.04.15 05/27/2015 SC1.4045.05.17-R1 06/07/2017 Multiple-Listing'R16814 12/10/2015 Service Confirmation Exp. 07/18/2020 •layment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS it, with a 36-inch sheet width; meets ASTM D1970. is a self -adhering, non -woven polyester fabric surfaced, SBS modified ASTM D1970 and FRSA/TRl April 2012. 3yment is a self -adhering, glass -mat reinforced, film -surfaced, SBS it; meets ASTM D1970. . Neither Trinifty IERD nor Robert Nieminen, P.E. are, in any way, the t on which this Evaluation Report; or previous versions thereof, is/was ince unless retained specifically for that purpose. e in FBC HVHZ jurisdictions. this. Evaluation Report; refer to current Approved Roofing Materials duct. Exterior Research and Design, LLC. Evaluation Report A4296010.12-R6 certificate ojAuthorization #95o3 6T"'EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (860) 516-1485 Revision 6:09/25/2017 Page 2 of 6 5.4 TRI-BUILT Roof Underlaymei specifically referenced within Authority Having. J urisdiction f prepared roof covering. 5.5 Allowable Roof Covers: \! TRINITY I ERD may be used with any prepared roof cover where the product is 3C approval documents. If not listed, a request may be made to the approval based on this evaluation combined with supporting data for the I TABLE A. ROOF COVER,OPT IONS Underlayment Asphalt Shingles NaI1-Un Tile Foam -Ole Ti Metal Wood Shakes Slate &Shinglesn Tri-Built Sand-R SA Shingle Underlayment Yes No No No Yes Yes Tri-Built S/A HT TU Yes Underlayment Yes Yes See5.5.1 Yes Yes Yes Tri-Built Smo`gth Hf 5/A? Underla merit k_ Y Yes.- ., No No ��:y ; Yes 5.5.1 "Foam -On Tile" is limited to use of the following Approved the adhesives / underlavment rnmhinntinne UBLE 1A:;ALLoWABLE TILE ADHESIVE:/ UNDERLAYMENT COMBINATIONS) Adhesive Florida Product Approval Underlayments ICP Adhesives Polyset° AH-160 I FL6332 Tri-BuiltS/A HT TU Underlayment DowTileBond'" I 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 Unc Underlayment applied to: ➢ Plywood; ASTM D41 prime( primed Southern Yellow Pin While not required over plywoo recommends priming the deck TRI-BUILT Materials Group; LLB OSB prior to installation of the s 5.6.2 Bond -to -Insulation: 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 underlavment. Tri-Bu(It Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment, or Tri-Built Smooth HT S/A Underlayment applied to: ➢ Dens Deck Prime; SECUROCK 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�i-Built S/A HT TU Underlayment only), insulation attachment shall be designed by a qualified design p1-ofessional and installed based on testing of the insulation/underlayment system in accordance with FIVI 4474, Appendix D orTAS 114, Appendix J. 1 Refer to Tile Manufacturer's or Adhesive Exterior Research and Design, I.I.C. Certificate afAuthorizotion #9503 Manufactturer's Florida Product Approval for Overturning Moment Resistance Performance. 6' EDITION (2017) FBC NON-HVHZ EVALUATION Evaluation Report A42960.10.12-R6FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 3 of 6 5.6.3 5.6.4 #1 #2 #3 Tri-Built Sand-R SA Shingle Unc Underlayment applied to: ASTM D226, Type I or II felt. J1 KINIIY I ERD Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A 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 be attached per minimum requirements of FRSA/TRI April 2012 (04- 12). does not address wind uplift re the underlayment forms part c underlayment systems that are applications. Maximum Desif allowable wind loads, and refle per FBC 1504.9 has already beE FBC 1609 for determination of c w-anuuum uebig'ii rte55ure=-4 Deck: Min. 15/32 HavingJurisc Primer: (Optional) A! Underlayment: Tri-Built S/A Deck: Structural c( Jurisdiction. Primer: Soprema Ela, Underlayment: Tri-Built S/A Deck: Min.15/32-in requirements Deck Preparation: Plywood shal adhesion. All splinters and i Primer: (Optional) RE! Underlayment: Tri-Built S/A roller and/or #4 Maximum Desi n Pressure = =61[ Deck: Min. 19/32-i Having Jurisd Base Sheet: Soprema Sop and tin caps I equally space Underlayment: Tri-Built S/A ant Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) stance of all underlayment systems beneath foam -on tile systems, where the load -path. The following wind uplift limitations -apply to direct -deck of addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on file Pressure is the result of testing, for wind load resistance based on s the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or !sign wind pressures. plywood to meet project requirements to satisfaction of Authority in. D41 or RESISTO EXTERIOR PRIMER .0 Underlayment, self -adhered: to meet project requirements to satisfaction of Authority Having :ol 600c TU Underlayment, self -adhered. :h APA-rated BCX plywood (may be installed C-side up) to meet project :o satisfaction of Authority Having Jurisdiction. be thoroughly cleaned to remove dust and debris that may inhibit sheathing fasteners shall be driven flush with the. surface. All sharp rood projections shall be removed/sanded. STO EXTERIOR PRIMER IT TU Underlayment, self -adhered, shall be thoroughly roll using hand veighted roller to ensure there are no voids, and ensure there are no at side and end -laps. plywood to meet project requirements to satisfaction of Authority i-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) BC 1517.5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three, rows.in the center of the sheet. r TU Underlayment, self -adhered. Exterior Research and Design, LLC: Evaluation Report A42960.10.12-R6 Certificate of Authorization #9503 6' EDITION (2017) F13C NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 4 of 6 Q'TRINITYIERD 5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required unifier FRSA/TRI April 2012 (04-12), Appendix A, Table 14. 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 byl 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/$ 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 1 er FRSA/TRI April 2012 (04 12)) When loading roof tiles on the unIderlayment 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 I.IMmT TIbNS FOR DIRECT_ -DECK TILEINSTALLATIONS Underlayment Ti fie 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 8 tiles high 6:12 on slope, as shown below) Tri-BuiltS/A HTTU Underlayment Lugged r. Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6 Certificate of Authorliation #9503 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 i TRINITY I ERD S. 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 prjor to application, and prime the substrate (if applicable). 6.3 Tri-Built Sand-R SA Shingle Underlayment Tri-Built S/A HT TU Underlavment or Tri-Built Smooth HT S/A Underlaxi ent; 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 prepare roof covering to be installed. 6.3.2 Non -Tile apmlications: I 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 miniImurn 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 ADDlications (Tri-Built S/A HT Tll IJndarlavmant nnh,l- Reference is made to FRSA/TRI�April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a gui eline. For foam -on tile applications; reference is made to. Section S.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.chailcellor@us.ul.com I - END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report A42960.10.12-R6 Certificate of Authorization #9503 6' EDITIONI (2017) FBC NON-HVHZ EVALUATION FL16048-RG TRI-BUILT Roof Underlayrnents; (800) 516-1485 Revision 6: 09/25/2017 Page 6 of 6