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HomeMy WebLinkAboutProduct Approval (2) 1/4/2018 Florida Building Code Online o BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Y Search v 0 Product Approval o USER: Public User ti d,kw RE C E IV a a Product Aporoval Menu > Product or Application Search >Application List>Application Detail acral. FL# FL16048-R6 APR 0 2 `9 Application Type Revision ST. Lucie County, Permitting Code Version 2017. N Application Status Approved N r r X Comments R LL Archived Product Manufacturer Tri-Built Materlals Group, LLC Address/Phone/Email PO Box 70 Rutherford, NJ 07070 (800) 516-1485 david.ruiz@tribuiltmg.com i; ~ Authorized Signature David Ruiz david.ruiz@tribuiltmg.com 0 Technical Representative David Ruiz o%j Address/Phone/Email 250 Route 17 North East Rutherford, NJ 07073 LL (201) 842-2449 david.ruiz@tribuiltmaterialsgroup.com N Quality Assurance Representative m T Address/Phone/Email R J E LL https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWrwipmtAnR8jv9FiYHTk4FLCxcq\/tRhfVMw%3d%3d 1/3 1/4/2018 Florida Building Code Online Category Roofing Subcategory Underlayments a 0 M ri Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida 0 Professional Engineer Evaluation Report - Hardcopy Received m Florida Engineer or Architect Name who developed the Robert Nleminen Evaluation Report Florida License PE-59166 a Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/18/2020 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received r N N Certificate of Independence FL16048 R6 COI 2017 01 COI Nieminen.odf N r X LL Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM G155 2005 FM 4474 2011 FRSA/TRI April 2012 (04-12) 2012 UL1897 2012 0 Equivalence of Product Standards Certified By Sections from the Code M N r r ti LL Product Approval Method Method 1 Option D d z Date Submitted 09/25/2017 Date Validated 10/01/2017 J E LL https:/Mrww.floddabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWrwipmtAnR8jv9FiYHTk4FLCxcq\/tRhfvMw%3d%3d 2/3 1/4/2018 Florida Building Code Online Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 a 0 M 0 Summary of Products N ' 0 FL# Model, Number or Name Description 16048.1 TRI-BUILT Roof Underlayments Self-adhering, modified bitumen roof underlayments m 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.pdf a Impact Resistant: N/A Verified By: Robert Nleminen 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 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.pdf 5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes Use. N m N r LL Contact Us :: 2601 Blair Stone Road,Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement:: Accessibility Statement:: Refund Statement Under Florida law,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 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 F°- address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455, F.S., please click here. Product Approval Accepts: ii Al eCliEcls - 0 CC i m N in ..... d N d d Z T A J E LL https:/lwww.floddabuiIding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtFPmdYNDWrwipmtAnR8jv9FiYHTk4FLCxcq\/tRhfVMw%3d%3d 3/3 From:Larry Neese p=.17/23616580 To: Fax:nxq46x-1mu Page:1omzo 04101120193u0nw ' ` EXTERIOR RESEARCH @^DESIGN, LLC. certificate«fAuthorization#osus 353CHRISTIAN STREET,UNIT#l3 ~ ^ �F�� ���� � ������� � � i«~«^�� OXFORD,CT 06478 f (203)262-9245 EVALUATION REPORT TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-116 POBox 7U FL16048'R6 Rutherford, N]O7070 Date ofissuance: 1O/25/20l2 (800)516-1485 Revision 6: 09/25/2017 8copc: 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 noted herein. Qcscmrrmm: TRI-BUILT Roof Un6edaYmemts LxmEumo: 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 orthe referenced Quality Assurance documentation changes. Trinity ERDrequires acomplete review ofthis Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded bythe words "Trinity IERD Evaluated" may ba displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall he 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 at the request of the Building Official. This Evaluation Report consists ufpages lthrough 6. Prepared by: Robert lK8.0iaminen,p.E' The facsimile sea[appearing°"authorized byRobert m*mi"en. Florida Registration No.5gza5,Florida DCA xwszyao ' --'� ^,.""mn5/201zThis does not serve".."electronically signed document. CERTIFICATION o,INDEPENDENCE: z. Trinity|sxo does not have, nor does it intend to acquire or will it acquire' annoncia| interest in any company manufacturing or distributing products itevaluates. z. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. x. xv»ertm|eminen' p.c.does not have nor will acquire,afinancial interest inany company manufacturing ordistributing products for which the evaluation reports are being issued. 4. xouertmieminen' p.s.does not have,nor will acquire,anoancia|interest in any other entity involved inthe approval process mthe nrouuct, s. This is building code evaluation. weime,rrinuv|cnm nor Robert wieminen' P.E. are, in any way,the Designer orRecord for any project onwhich this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. From:Larry Neese Fax:17723616580 To: Fax:(772)462-1578 Page:14 of 18 04/0112019 3:30 PM N JI ,ERD i ROOFING COMPONENT EVALUATION: 1. 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 60'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 FRSA/TRI April 2012(04-12) 2012 3. REFERENCES: Kn9w Examination Reference Date ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013 ERD(TST6049) Physical Properties 540540.11.13 11/19/2013 ERD(TST6049) Physical Properties 540540.03.14 03/26/2014 ERD(TST6049) Physical Properties 544870.04.14-2 04/02/2014 ERD(TST6049) Physical Properties 544870.04.14-3 04/02/2014 ERD(TST6049) Physical Properties 544870.04.14-1 04/10/2014 ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014 ERD(TST6049) Physical Properties 543530,02.14-1-R1 05/14/2014 ERD(TST6049) Physical Properties 543530.05.14 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,LLC.(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 TrinitylERD 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 HVHZjurisdictions. 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 Report A42960.10.12-R6 Certificate of Authorization#9503 O'EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-116 TRI-BUILT Roof Underlayments;(800)516.1485 Revision 6:09/25/2017 Page 2 of 6 From:Larry Neese Fax:17723616580 To: Fax:(772)462-1578 Page:15 of 18 0410112019 3:30 PM .... gg TRINI.. $i Eli!@. ' 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: r z t o i ns is £ s TA$1 E 1CIQf�fl1�FR,QPT101US t r 5 a Underlayment Nail-On Tile Foam On Tile Metal Wood Shakes&Shingles Slate No No No Yes Yes Tri-Built S/A HT TU Yes Yes Yes Yes Yes Yes Underlayment See 5.5,1 Tri-Built Smooth HTS/A Yes No No Yes Yes Yes Underlayment 5.5.1 "Foam-On Tile" is limited to use of the following Approved tile adhesives/underlayment combinations. 'r`` inti` 1ABLl 1A ALiQWARLETILEADIfiES11JEf EINDERIJ#XMEIUTCQ1N61(yATONS Adhesive Florida Product Approval Underlayments ICP Adhesives Polyset®AH-160 FL6332 Tri-Built S/A HT TU Underlayment Dow TileBondTM FL22525 Tri-Built S/A HT TU Underlayment 5.6 Allowable Substrates: 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/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-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. j Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida Product Approval for Overtu rn ing Moment Resistance Performance. Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6 Certificate of Authorization#9303 67'EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments;(800)516.1485 Revision 6:09/25/2017 Page 3 of 6 From:Larry Noose Faz17723616580 To: Fax:p/m^o-2om Page:zomm 04101120193:30mm 5.6.3 Bond to Mechanically Attached Base Layer: Tri-Builtsan:-R SAShingle Underlaymmnt,Tri-Builts/A HT TU UnderlaymentorTri-Built Smooth HT S/A undadaymentapplied to: > ASTM D2D6,Type|orUfelt. 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). 5.6.4 FasxyTa| upd| zoza (04'13) 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 systemsthat are not addressed in FRSA/TRI April 2012(04-12)and are used in foam-on tile applications. Maximum Design Pressure is the result of testing for wind load resistance bused on allowable wind loads, and reflects the ultimate passing pressure divided by 2(the 2 to 1 margin of safety per poczsoo'yhas already been opp||ed). Refer tuFBsA/Ta/April ao1z(o4-zz)'Appendix/\Table 1xur Foc1aogfor determination ofdesign wind pressures. #1 Maximum Design Pressure=-45.0 ps : Deck: Min. 15/32'incb plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (opt|nna|)ASTM o4zurncs|sToEXTERIOR PRIMER under|oyment: Tri-Built S/AHTTUUndedayment'xe|f-adherod. #z Maximum Design Pressure=-67.5 ps : Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: 5opnemaBastoco|6OOc undedayment: Tri-Built s/aHTTuundedayment,se|f-adhvred. #3 : Deck: em. 15/32'mchxPA'rated acx plywood (maybe rnum||ed c*ideup) tomeet project requirements tosatisfaction ofAuthority 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 bevemnxed/sanded. Primer: (optrona|)ncs|BOEXTERIOR PRIMER Undedayment: Tri-Built S/A HT TU Undedoyment se|f-adhered, oho|| be thoroughly roll using hand roller and/or weighted roller to ensure there are no voids, and ensure there are no voids/bridging otside and end'|ops. #4 : Deck: Min. 29/32'|nch plywood to meet project requirements to satisfaction of Authority Hav|nQ]ur|sd|ct|on. Base Sheet: soprema snpra-s o, Modified soprn~s mechanically attached with nails(Fac 1517s.1) and tin caps(racISI7.s.z)spaced b'|nchoz.atthe 4'|nchlaps and s'[ncho.c.|nthree, equally spaced rows inthe center ofthe sheet. undedayment: Tri-Built s/AeTTuundedaymentse|fadhered. Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6 certifxcatenyAuthorization»xsm EDITION(2017)FDC mom'ovozEVALUATION Fu6048oa TRI-BUILT Roof unuenavmenus;(on0)s/a'mxs Revision o.oy/2$z zz Page 4mu From:Larry Neese Fax:17723616580 To: Fax:(772)462-1578 Page:17 of 18 0410112019 3:30 PM ...... ........... ./gyp. \'� TRI I ERD 9 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 J.A. 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/TRI 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. >4 } 5: int' r�gBLE1 TILESLIPPAfiELfIWTATIONSFORDIRECT DECK TIL£INS)ALL/#T)4N5 M? ~ ,.:;.,,s`r,,.,l -,cam-.,._:� t...�:.cMt,.,,-„..,.-, ,,,.>„ -„ .m _ ,., :.. ,.,..-, -:-., ,-,� -,.•,�.. ,,.,,.?- ..-. 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 8 tiles high 6:12 on slope,as shown below) r , v Tri-Built S/A HT TU 5y k4_ UnderlaymentA Lugged of i Exterior Research and Design,LLC. Evaluation Report A42960.10.12-116 Certificate ofAuthorizartion#9503 6”'EDITION(2017)FBC NON-HVHZ EVALUATION 1`116048-116 TRI-BUILT Roof Underlayments;(800)516.1485 Revision 6:09/25/2017 Page 5 of 6 From:Larry Neese Fax:17723616580 To: Fax:(772)462.1578 Page:18 of 18 0410112019 3:30 PM ,,J TRINITY ERD 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 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 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 Underlayment 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, 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. S. 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 O EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 6 of 6