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HomeMy WebLinkAboutProduct Approval (2) RECEIVED MtnI&I 13uiltling C'tulc 0111il)c P IgC 11)1,2 DEC 2 8 2016 PERMITTING 5t. Lucie Cour;cty, `"L YZ I 11 It .LIIT�t� I41 IS nom,. l oi)In Utnr H,oJiUdlion mt lop", HW SWI !SCI`,' ,M,,p rink~ S-W, Business, Professional Froduct Approval II l�7US�tt:I'nld¢Il<r, / n �I',I, 1111 illull � `1oi l AII i-v.I f-I I'i U:iot l Ui f4ipl(•Il„ n II:,ltl t I.0 lig.,i)1�,t Appll-tion DCtail L ILvision L3 Application-iype Revision ' 1 Code Version 2014 1 1 Application Status Approved )O Continents /f, (0 ��o Aeelnved Product Mill 1UN ICLUrer TRI-131111 I Roofing Products Address/11hone/1_mail 9050 Louisiana Street Merrillville, IN 46410 (201)842-2449 davld.nuz u trihuiltmalerlalsgrouP.cum Authorized Signature David Rmz (I avid.ruizKtRribuiltnmteelit lsyrotq).Loll Technical Representative David Ru¢ Address/Phone/Entail 250 Route 17NorLit Past Rutherford, NJ 070/3 (201)1342-2449 david.ruizC�lnbuiltnurtcrialsgroup.rom Qualrly Assurance Representative Address/Phone/[mad Category Roohng Subc alegory Underlaymenls Compliance Method Evaluation Report from a Florida Registered Archdect of it Licensed Florida Professional Lngineei Evaluation Report- Ilardcopy Received Ilonda Engineer of Architect Name Who developed Robert N,eminen the Evaluation Report I londa I Iceleiv Ili "9106 Quality Assurance Entity Ul-LLC Quality Assurance Contract I-xImalion Date 10/16/201/ Vandaled fly John W. Knezevich,Pr Validation Checklist-IlardCOpy Received eertificateofIndependence l_tidJ4k3 It3 COI 701', 01 (()1 Nientinen.htll Refeeenced Sldndard and Year(of Standard) Stannard Year ASTM 01970 2009 AS1M G15' 2005 I RSA/IRI April 2012(04-12) 7012 TAS 103 1991; Lquivalence of Product Standards Certified fly Sections from the Code htth://w ww.Iltniclabuilclillg.or}�/In/pr ahh LltLaspx7har�un==wG1:VX(1wtlhltl l'nxIYiNUWr.,. 1/19/2016 Florida Building Coen Unline Pigc 2 ul'2 Product Approval Method Method I Option 1) Date Submitted 10/08/201S Date ValldilLed 10/19/2()15 Date Pending 1`13C Approval 1012112015 Date Approved 12/15/2015 SurinnaLty of Products FL N Model,Number or Name Description 16048.1 ml-1301(i-Roof Underlayments Self-adht limb modified bitumen roof a divilayougnt.1 Limits of Use Installation Instructions Approved for use in HVHZ:No 111604£; R3 II 201'; 10 FINAL f:It IRI Approved for use outside HVHZ:Yes 13tft-1l tiNDURLAYMLN.fS, i i_]604£}.1t3,1+(1f Impact Resistant:N/A Verified By: Robert Nienimen PL-59166 Design Pressure: tN/A/-41.; Created by Independent third Party:Yes Other: 1.)The design pressure noted hereto pertains to use Evaluation Reports Of foam-nn tele Systems overLop the self-adhering 111,6048.,R_3 A 20 I-`- 10,11NA.1, LIZ TRI- underlayment tot one particular application.See @1t Section BUli_i UNDl..1tLAYMt NTS f 1 160,18-8 3.pdf 5.6 for details, 2.)Refer to LR Section 5 for other Limits of Created by Independenl Third Party:Yes Use, 1111',+. n,rxt SS2LS44i.li2: 1244..E ttt!.C4LL4��l!tY„T�11P13'z:i4.�?�:1_}j1.L`L f�2n4�.; Oft%-5974 The State or Flunda is an WEED employer.Copvl oht 200/-,ZU3 Stale pf_fWya -.2atement::&–reiybdyy - gal"::Hefun<i SW tS;i�,,.yu 01111',1 Florida law,en-1 andresses are public records.If you donor.van(Ynur-mall adtlrees released in response to a pubhc--wds request,do not send eterticaw rna+i to is wnUly-Instead,corttact the office try phone or by traditional mad,if you have any questions,please contact 810,467,1395.'Pursuant to Section 455.275(1),Florida Statutes,elteclive October 1,2012,II[e-r-hcelwed render Chapter 455,F.S.must provide the nepilonuo[wdh an email address d they have one.the emads Provided may be Used ro,official m inuahon with the licensee,However wmad addressee aro public record.If you do not wish to supply a personal address,Please provide the LlepaMne.4 with an emad address which can be made available to the public.To ofid—noo d you are a Vitensee under Chapter 455,FS,please click ISrg,. Product Approval Accepts: WN e—m,r 0 erne ii c:u n<Ii. 6997 9- 51 httha/www.(loridahuil�lir)g.t7rg/hr/hr.__uhl7 citLaspx?ptuan3—wCiI:VX(�wtU�lti�`I'mciYiNl)U/r.., I/19/2016 EXTERIOR RESEARCH&DES IG N, LLC. Cestifirrite of Authori7a tic)n 119503 353 CHRISTIAN STREET, U!"41-1-1113 TRINITY ERD OXFORD,CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Allied Building Products Corp. Evaluation Report A42960-10.12-R3 dba TRI-BUILT Roofing Products FI-16048-113 9050 I-OUISiana Street Date of Issuance:10/2S/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 LISC Of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminell, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volutinie. The products described herein have been evaluated for compliance with the 5"' 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)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 the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 5. Prepared by: Robert J.M.Nieminen,P.E. hcla,sinlrsealapvanringwasruthoiimtl1rV11ubrrl ­Wy ,,......I Florida Registration No.59166, Florida DCA ANE1983 ......... 4-0—f Ajq­­11 Ad­6,­M and to IN, h,­: Cut 111 I(AnON Of INDLPENDLNU; 1. Trinity I ERD does not have, nor does it intend to acquire or will it a(`(JLJirF,, a financial interest in any company manufacturing or distributing products it evaluates. 2. Irinityl ERD is not owned,operated or controlled by any company manufacturing or distributing product,;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 riot have,nor will acquire,a financial interest in any other entity involved in the approval process of the product, i This is a Wilding C(AP evaluation. Neither TrinityIERD 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. TRINITY ERCT 5.6.4 Wind Resistance for Und,Erlayment Systems in Foam On Tilc Applications: FRSA/TRI April 2012 {04-12) does not address wind uplift resistance of all underlayment systems beneath foam-on the 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 batted 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 psi. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AI IJ. Primer: (Optional)ASTM D41 Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. 5.7 Exposure Limitations: 5.1.1 Tri-Built Sand-R SA Shingle Underlayment or 10-130ilt 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: 6A 'FRI-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-11 SA 5hi9F;1e Underlayment,Trf-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 D1.970 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. Rolf out approximately 10 ft of membrane and peel back the first 3 It 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 2-ft 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 A42960.1o.12-R3 cer(Oote of Mlthorizotloa#4503 FL16048 R3 Revision 3:10/08/2015 Page 4 of 5 TRINITY ERD 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: Contact the noted QA agency for information on product locations covered for F.A.C.Rule 9N 3 QA reqUireme tits. 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-R3 Certilitate Of AW1106101101i#9503 FL16048-113 Revision 3:10108/2015 Page 5 of S f TRINITY', FR[) ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Rooting Sub-Category: Underlayment Compliance Statement: TRI BUILT Roof Underlayments, as produced by TRI-BUILT, have demonstrated compliance 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,&,1507.2.9.2, Physical Properties ASTM 01970 2009 1.507.4.5.1,15075.3,1507.'7.3 1504.6 Accelerated Weathering ASTM G155 2005 1507.33 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(7576049) 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(TSTG049) Physical Properties 544870.04.14-3 04/02/2014 ERD JS r6049) 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 ITS 16049) Physical Properties 543530.05.14 05/28/2014 ERD(TST6049) Physical Properties 540540.10.14 10/31/2014 ERD(Ts r6049) Physical Properties SC7645.02.15 02/13/2015 LRD(IS 16049) Accelerated Weathering SC8520.04.15 05%27/2015 Ui.,LLC.(QUA9625) Quality Control Multiple-Listing R16814 09/04/2015 UL,LLC.(QUA9625) Quality Control Service Confirmation Lxp.10/16/2017 4. PRODUCT DESCRIPTION: 4,1 Self-AdheringUnderfayments: 1,4.1.1 Tri-Built Sand-R SA Shingle Underlayment ;s a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment,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 4.13 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- 7Yinity{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. 5,2 This Evaluation Report is not for use in the HVH7.. 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 Certilicate Of Authorttariotr#9503 FL16048-143 Revision 3:10/08/2015 Page 2 of 5 r TRINITY' ERD 5.4 1 RI-BUILT Roof Under layments 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 AH3 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 Asphalt Wood Shakes Underlayment Nail-On Tile Foanl-On Tile Metal Slate Shingles &Shingles Tri-Built Sand-R SA Shingle Yes No No No Yes Yes Underlayment f Tri-Built S/A HT TU Yes meat Yes Yes Yes Yes Yes Undeda Y tiC l 5..`i.l Tri-Built Smooth HT S/A Yes No =N- : 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. Tri-Built S/A HT TU Underlayment with 31VI'"2-Component Roof Tile Adhesive AF1-160(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: Plywood; ASTM D41 printed 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 HT TU 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,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 Mechanically Attached Base Laver: ASTM D226,Type I or 11 felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam-on tile systems,base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04-12). Exterior Research and Design,U.C. Evaluation Report A42960.10.12-R3 Crrtifirate of Authnrirotion#9503 FL16048-R3 Revision 3:1010812015 Page 3 of S