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Home My WebLink AboutProduct Approval (2) 0 - Floi-ida Building Code 0111ille RECEI\'r-:D DEC 0 70 Pcigc- I o('2 lit Fo r j yr�� ISCIS H.w. I Log III User Ilegistration rRit Topics Stihniii Surcharge Suits e,rjCjs ptit;t1calions FBC Sj.)Ir DCIS Site Map Links Search Businew(K)l Product Approval Professibna''I j .,4 USER:Public User Regul'Ition > 6011_1�ijDn L.15A>Application Detail FL$1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Ito Product Manufacturer TRI-BUILT Roofing Products If Address/Phone/Email 9050 Louisiana Street Merrillville, IN 46410 (201)B42-2449 david.ruiz@tribuiltinaterlalsgi,otip.coiiI Authorized Signature David RUrZ (l,ivid.ruiz@trititiiltiiiateriaisgroul).coiyI Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford,NJ 07073 (201)B42-2449 d,ivid,ruiz@tribuiltniateriaisgroup.coiiI Qualify Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a License(] Florida Professional Engineer I Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert Nierninen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/16/2017 Validated By John W.Knezovich,PE [,(I Validation Checklist-Hardcopy Received Certificate of Independence FLIGQ48 R1 CQ I 2)15, (11 01 liumineli,pllf Referenced Standard and Year(or Standard) 5bindard Year ASTM D1970 2009 ASTM G155 2005 FRSA/'1R1 April 2012(04-1).) 2012 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code lit(1)://Nvw w.11 o 6 clab Ll i ld i 11g.0 i-g/pi-/pi- app dtl.,isl)x?l)ai-,iiii=wGI7-VXQwtD(iti�lliiiclYiNI)Wi-... 1/19/2016 l loi-icii Building Code 0iiiine Page 2 o1"2 Product Approval Method Method 1 Option D Date Submitted 10/08/2015 Date Validated 10/19/2015 Date Pending F13C Approval 10/21/2015 Date Approved 12/15/2015 Sunurnary of Products FL# Model,Number or Name Description 16048.1 TRI-BUILT Roof Underlayntents Self-adhering,modified biturnen roof underiayrnents Limits of Use Installation Instructions Approved for use in HVHZ:No f;L1G04£3_R3_LI 2915 10 FINr\L [R "rRl_ Approved for use outside HVHZ:Yes (3Ull:l' t1NDEf2t AYMENTS FLI60,18-R3stdf Impact Resistant:N/A Verified By: Robert Nierninen PE-59166 Design Pressure:+N/A/-45 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 FL16018 R3 AF 2015 3p F1NAt i'k TRl- underlayment for one particular application.See ER Section tUll_r UNDERLAYMENTS FL 60,18-R3.ndf 5.6 for details,2.)Refer to ER Section 5 for other Limits of Created by independent'rhird Party:Yes Use. ❑nck Nnal Colrtad Ug::},.gq0 North Monrpy;Street Tallahas<oa Fi vane Phone 050-197-1024 The Slate of Florida is an AA/EEO employer.Cggyright 2007.2013 slate of Florida,::Prrvacv statement::Amssibility Statement::pe(yrnd Statement Under Florida law,email addresses are public records.Ir you do not want your a-,Hall address released in response to a public-records request,do riot send electronic mad to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 050.407,1395.-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 enhads provided may be used for official communication with the licensee,However email addresses are public record.If you no not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine rf you are a licensee under chapter 455,F,S.,please click higM. Product n Approval Accepts: IZQ Kcl m%uritruisrstir, littp;//www,lloridahuildiiig.org/pr/pr_triai)_dtl.aspx?i7dram=wGf VXQwtDgtl,PmciYiNDWi-... 1/1912016 EXTERIOR RESEARCH& DESIG N, LLC. �� u> Certificate ojAuthorization U9503 353 CHRISTIAN STREET, UNIT 1113 �._ TRINITY ERD OXFORD,CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-92.43 EVALUATION REPORT Allied Building Products Corp. Evaluation Report A42960.10.12-R3 dba TRI-BUILT Roofing Products FL16048-113 9050 Louisiana Street Date of Issuance:10/25/2012 Merrillville, IN 46410 Revision 3: 10/08/2015 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 docurnentation 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 5`I' Edition (2014) 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 I 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 "TrinitylERD 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 at the request of the Building Official. This Evaluation Report consists of pages 1 through 5. Prepared by: OF i� Robert J.M.Nieminen,P.E. Ihef-1,nhsM.I,Ieasing-5-11—Indhy11obllt Ni-,inrn, .�Jp,",,,ui1P`,, I'.E.on 50108/2015.this d"es nm serve a an cL•anudcally*7:urd Florida Registration No.59166,Florida DCA ANE1983 docun-1.Shlned,sealed I-dmpi-leave Loon I,aa:rnilt A to the Psndues App--I Adndnistmw-and to 0---d ellen 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 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 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. fi- r TRINITY I ERD 5.6.4 Wind Resistance for Underlayment Systems in Foan)-On Tile Applications: FRSA/TRI April 201.2 (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 tile 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 FBC 1609 for determination of design wind pressures. 5.6.4.1 Maximum Design Pressure=-45.0 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional)ASTM D41 Underlayment: Tri-Built S/A HTTU Underlayment,self-adhered. 5.7 Exposure Limitations: 5.7.1 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 5.7.2 Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation. 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT 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 Trl-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 Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 Non-Tile applications: While priming is optional, TRI-BUILT 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 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 241:from vertical seams in the course below. All over-granule end-laps shall be sealed using either heat-welding or hot air welding techniques. When installing at slopes above 8:12, Allied Building Products Corp 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. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Exterior Research and Design,LLC. Evaluation Report A42960.10.12-113 Certificate of Authorization#9503 FL16048-R3 Revision 3:10/08/2015 Page 4 of 5 i INITY ERS 7, BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installs tion of this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C.Rule 9N-3 QA requirernents, 9. QUALITY ASSURANCE ENTITY: UL, LLC—QUA9G25;(314)578-340G;k.chancellor@us.ul.com END OF EVALUATION REPORT- Exterior Research and Design,LLC. Evaluation Report A92960.10.12-R3 Certlfkate of Authorhatfon#9503 F1.16048-I0 Revision 3:10/08/2015 Page 5 of 5 TRINITY I ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT, have demonstrated com pliance with the following sections of the 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 1507.2.4,1507.2.8,1507.2.9.2, Physical Properties ASTM D1970 2009 1507.4.5.1,1507.5.3,1507.7.3 1504.6 Accelerated Weathering ASTM G155 2005 1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: Entity 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 S40540.03.14 03/26/2014 ERD(TST6049) Physical Properties 544870.04.14-2 04/02/2014 ERD(TST6049) Physical Properties S44870.04.14-3 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(TSTG049) Physical Properties S43530.02.14-1-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 UL,LLC.(QUA9625) Quality Control Multiple-Listing R1G814 09/04/2015 UL,I.I.C.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017 4. PRODUCT DESCRIPTION: 4.1 Self-Adhering-Underlaymentsi __--__-- (\ J.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS mode fef d bitumen roof uriderlaymenf,with a 36-inch sheet width. 4.1.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified bitumen roof underlayment 4.1.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering,glass-mat reinforced,film-surfaced,SBS modified bitumen roof underlayment. 5. 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 the HVHZ. 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-R3 Certificate ofAuthorization#9503 FL16048-R3 Revision 3:10/08/2015 Mage 2 of 5 li� INITY 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 AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop the underlayments are as follows: TABLE 1:.RooF'COVER OPTIONS Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes Slate Shingles &Shingles Tri-Built Sand-13 SA Shingle Yes No No No Yes Yes Underlayment Tri-Built S/A HT TU Yes Yes Yes Yes Yes Yes Underlayment See 5.5.1 Tri-Built Smooth FIT S/A Yes No No Yes Yes Yes Underlayment 5.5.1 "Foam-On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. Y Tri-Built S/A HTTU Underlayment with 31VI"2-Component Roof Tile Adhesive AFI-160(FL6332) or Dow TileBond"" Roof Tile Adhesive(FL717) 5.6 Allowable substrates are noted below: 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: r Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; ASTM D41 primed structural concrete. While not required over plywood,OSB or Southern Yellow Pine substrates,TRI-BUILT recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT 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 S/A FIT TU Underlayment applied to: i 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,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. 5.6.3 Bond to Mechanicaliy Attached Base Layer: .' 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,base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04-12). Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R3 Certificate of Authorlrotlon/!9503 FL1G048-R3 Revision 3:10/08/2015 Page 3 of 5