The URL can be used to link to this page

Home My WebLink AboutProduct Approval (2) ......,.,�..-........s.-... e. .,�__ .w.,..� t.,e., .< ....w... . 71 rr BCIS Home Lo In °.User Registration Hot-ropics Submit;Surcharge ' Stats&,Facts Publications.:j FBCStaff i BCIS Site Map Links Search f:-iQl�l[�'�... !Product Approval '� USER:Public�Us'er '.rGE34C[Av_ vai�<eri_.>>.-cocc!2 crS:_i*a' i'>rarcn>3�,^.:r�q,+ins;>Application Detait FL,# FL1604$- " "F Application Type: Revision Code Version _OMA Application:Status Approved Comments Archived Product Manufacturer Ti-8uitt N7atentais group,L Address/Phone/Email PO.8ox'70. Rutherford,.NJ 07070 (800),516-1485 david.ruiz@tribuiltmg.com Authorized Signature David Ruiz davfd.ruiz@tribuiltmg.corn Technical Representative David'Ruiz Address/Phone/Email 250 Route 17 North East Rutherford,NJ 07073 (20,1)'842=2449 davfd.ru li@trib u(Itrnaterialsgroup.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or.a Licensed Florida Professional.Engineer, 0 EvaluationReport-.Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen, the Evaluation Report Florida License PE-59166 Quality Assurance.Entity UL.LLC Quality Assurance'Contract,Expiration Date 10/16/2017 Validated By )ohri W<.Knezevich,AE 2 Validation Checklist-Hardcopy Received Certificate of Independence L llfir-i3 R-1— 1' 1n "I rC t N—irLr ff Referenced Standardand Year(of Standard) Standard. Year ASTM 131970 2009 ASTM G155 2005 FRSA/TRI April 2012:(04-12) 2012 TAS 103 1995 Equivalence'of ProductStandards Certified By Sections'from.the,Code. Product Approval Method Method 1 Option D Date Submitted 10/06/2016 :Date Validated 10/37/2016 Date Pending,FBC Approval 10/19/2016 Date Approved 12/13/2016 Surnmary of Produdts FL it Modelr,Number or-Name Description 16048.1 TRI-BUILT Roof Underlayments Self=adhering,modified bitumen roof underlayrnents Limits.of Use Installation Instructions: Approved for use in HVHZ:No 5j.. .ks `Z4�i.1�l4.6 `i'iNAl 'ER 'TRI Approved for use outside;HVHZ:Yes z t T,NI RLAYMENTc FL-604S-R 7.,,if Impact Resistant:'N/AVerified By:Robert Niemine'n P&S9166 Design Pressure::+N/A/-67.5 Created by Independent Third Party:Yes: Other:1.)The design pressure noted herein pertains to use Evaluation Reports 'of foam-on tile systems overtop the,self-adhering EL 6��8 R4 aP ?>��_I,, iElh;��iz�K� underiayment for one particular application;See.ER Section �, U� E t ,l j_NTS fj,1�.r 4_gap dM ,5.6.4-for details.2.)Refer to ER Section 5 for other Limits-of.; Createdby Independent Third Party:Yes Use. Back Next; Contact Us::;2501 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State'of Florida,is an AA/EEO employer.CSDsrinht 2007-2013 state of Florida.::Privacy:State ment.::Accessibility Statement;:Refund statement Under Florida law remail addresses are:public records.If you do not want youre-mall,address;released,in response to a public-records.request;do not send-electronic mail to this.emity.Instead,.contact the office by phone or 6y traditlonal"mail.Ifyou have any:questions,please contact.850 487.1395.'-Pursuantto Section.455.275 Florida Statues,effective.October 1,2012,licensees Ileensed under Chapter 455,F.S.must-provide�the Department:,with`an email address if they have one.The. ema0s;provided,may be4"sedfocofFldal_._Mu with the licensee.However email addresses`are public record',.If you do not<wfsh to supply apersonaf addrcss> please provide the Department with'an emailaddress which can.be made available to the public.To determine.if you are a licensee under Chapter 455,F.S.;please click hem. Product Approval Accepts;i -.MR. `-r:= M. Credit Card Safe EXTERIOR RESEARCH&DESIGN,LCC. Certificate of Authorization#9503 TRAINIs '353 CHRISTIAN STREET,UNIT#13 � OXFORD,CT 06478 PHONE:(203)'262=9245 FAX:(203)_262-9243 EVALUATION REPORT Allied Buiiding.Products.Corp. Evaluation Report A42960.10.12-R4 dba:TR!-BUILT Roofing Products FL16048-R4 9050 Louisiana Street Date of Issuance:10/25/2012 Merrillville,IN 46410 Revision 4: 10/06/2016 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 reylewed 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 5t' Edition{A014) Florida Building .Code sections notetlherein. DESCRIPTi6w'TRI-BUILT Roof'Underlayments 1ABELING: Labeling shall be in accordance'with the!tequirernents'the Accredited Quality Assurance Agency noted herein. CONTINUMCOMPLIANCE: This Evaluation Report is valid until-such tirne aS the named prod uct(s):changesi 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 notjfy.Robert 'Nieminen, P.E. if the product changes or the referenced'Quality Assurance documentation changes. Trinityl ERD requires a complete review of this Evaluation R.eport_relative.to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinityI 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. y:Robertl.M.hliem.inen,P.E. '4 yS `4` ,l ThefacsintHeseal appearngwasauthorized byRobert Nieminen, •; ,,,prN P.E..on 10606/2a16:7fi(s does ncaerve as an ekatonicaYtysigned Florida Registration No.59166;Florida,DCA ANE1983 document'signed,sealed hardcopies have been transmittedto the Product Approval Ad.nistratocand to the named.client 'CERTIFICATION oP INDEPENDENCE: I. Trin.ityl 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. Trinityl ERD is not owned,operated.or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nierninen, P.E.does.not Have nor will acquire,.a financial:interest in any company manufacturing ordistributing products for which the evaluation reports'are being issued. 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in anyy other entity involved In'theapprovat process of the product. 5. This is a building code evaluation. Neither Trinityl,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. ERD ROOFING COMPONENT EVALUATION: 1. SCOPE:: Product.Category: Roofing. ,Sub-Category; Underlayment .Compliance Statement: TRI-BUILT Roof Underlaymprits,,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 the:Installation Requirements and Limitations J 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;1507.73 1504.6 Accelerated Weathering ASTM G155 2065 15073.3 Installati.onpractice fRSA/TRI Apri1201-2-(04-12) 2012 1523:6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: Entity; Examination Reference Date EM(TST6049) Physical Properties 540540:02:13-1 02/19/2013 ERD(TST6049). Physical Properties 540540:11.13 11/19/2013 ERD(TST6049) Physical Properties $40540:03.14 03/26/2614 ERD:(TST6049) Physical Properties S44870:04.14-2 04J02%2014 ERD,(TST6049) Physical.Properties. 544870:04.1.4-3 04/02/2014 ERD.(TST6049) Physical Properties 544870.04.14-1 .04/10/2014 ERD(TST6049) Physical Properties S44870:04A44 04/10/2014 ERD(.TST6049) 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 ERQ(TST6049) Accelerated Weathering SC852004.15. 05/27/2015 UL,LLC.(QUA9625) quality Control Multiple-Listing R16814 09/04/2015 UL,'LLC.(QUA9625) Quality Control :Service Confirmation Exp.10/16/2017 4. RRODUCT:DESCRIPTION: 4.1 Self-Adhering Underlayments: 4;1.1 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, 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. GMITATIONS 5;1 This is a building code evaluation. Neither Teinity[ERD nor-Robert Nierninenli P.E; are, in any way, the. Designer Of'Recordfor any p`roject: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-R4. Certificate of AuMarizatl6n x9503 FBC NON-HVHZ.EVALUATION EL16048-R4 Revision 4,10/06/2016 Page 2 of 5 I f:' TRI -II l :E O.E..:.._ S.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::combiined'with.supporting data for the prepared roof covering. :5.5 Allowable roof covers applied atopthe underlayments are as follows: TABLE 1: ROOF COVER ORIONS i Asphalt `Wood Shakes Underlayment Shingles Nail=On Tile Foam-On Tile Metal &Shingles Slate. Tri-Built Sand-ft.SA Shingle Yes. No No No Yes Yes i Underlayment Tri BuiltS/AHTTLI Yes Yes Yes Yes Yes Yes Underlayment See5.5.1 Tri-BuiltSmooth HT S/A j 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. Z Tri-Built S/A HT TU Underlayment with 3M` 2-Component Roof Tile Adhesive Ali-160 (FL6332) or DowTileBondTM Roof Tile.Adhesive(FL717) 5.6 Allowable substrates are noted below: 5.6.1 Direct-Bond to Deck: Tri-Pult 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 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 0S13 prior to insfallation of the self-adhering undeelayment. 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-FiberRoof Board. For instaliation.'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 the 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. 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: ASTIVI 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 '(Tri-Built S/A HT TU Underlayment only), base layer shall be attached per minimumrequirements.of FRSA/TRI April 2012(04- 12). Werior Researth,and:DeOgn,LCC. Evaluat on Report A42960.10,12-114 [eralteate of Authoriratidn.WOO' FBC NON-tiVHZ EVALUATION FL16048-R4 Revision:4:10/06/2016 Page 3 of 5 LRD 5.6.4 :Wind Resistance for Underlayment Systems in Foam=On Tile Applications: FRSA/TRl April 2012 (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-paths The following wind uplift limitations apply to direct-deck, underlayment systems'that are not addressed in"FRSA/TRI.April 2012(04412).and are.used:in foam-on the applications, Maximum Design Pressure is the, result of testing :for wind: load resistance based on allowablewind loads, and reflects the ultimate passing pressure divided by 21 the 2 to 1 margin of safety pet 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-BuiltSJA HT TU Underlayrienf,self-adhered. 5.6.4.2' Maximurn,Design Pressure=-67.5 bsf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer; :Soprema E.iastocol 600c Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. 5..6.4.3 Maximum Design Pressure -60.6 psf., Deck: .Min.19/32'-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet; Soprema Sopra=G or Modified Sopra-G•mechanicafly attached with.nails(FBC 1517.5.1) and tin caps(FBC 1517:5,2)spaced 64nch o:c:at the 4-inch.laps and 6-inch o.c.in three, equally spaced•rows in'th.,e center of the sheet. Underlayment: Tri-.Builay 5.7 Exposure Limitations: 5J.1 Tri-Built Sand-R.SA Shingle Underlayment or Tri-Built Smooth HT 5/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 280-days,afterinstallation. 6.. INSTALLATION:. 61 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 loosedecking,pariets,,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_ H_T±SIA ;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 apolications:. While priming is optional,`TRI-BUILT recommends priming the deck if the finalz roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Rollout a0proximately.10 ft of membrane and peel:back the first 3 ft off 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.lin place, peel-off the release:film diagonally while hold'irig the membra ne tight. Firmly roll,broom or hand-pressthe membrane into place to achieve a bond. ,H,orizontal seams should be minimum 1-inches,configured to shed water. Vertical seams should be 6- inche.:s and staggered not less than.2-.ft:from'vertical sea�ns%in the course below,sealed in accordance with TRI-BUILT requirements: Exterior Reseamh'and Design,LLC. Evaluation Report A42460.10.12-R4 Certffkate:ofAutboriration#9503 FBC NON-HVHZ,EVAWATION FL16049-114 •Revision 4:10/06/2016 Page 4 of 5 s j When installing at,slopes.above 9.12;TRI-BUILT recommends back-nailing"in-the'overlap area at the top of the:sheetat 12-inch-o.c. 'For Valleys and Ridges: Cut underly ,a 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 SIA HT TU Underl`ayment.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)._ I Tile- shall: be loaded and staged in .a manner that prevents tile slippage and/or damage to the underlayment. 7, BUILDING PERMIT REQUtREMENT5: .As required'by the Buildingofficial or Authority HavingJurisdiction: h order to properlyevaluatethe in of this product. B. MANUFACTURING PLANTS: ,Contact the noted QA agency for information on product locations covered for RA.C:Rule 9.N,3 QA requirements. 9. QUAUV'ASSURANCE ENTITY: UL,LLC—`QUA9625,(314)'578-3406;k:chancellor@us.ul.com -'END OF EVALUATIONREPORT- Exterior Research,and Design,U.C. Evaluation Report,A42960.10.12=114 certificate of Authorfzatim#Osw Oac NON-,kvHZ EVALUATION FL16048-R4 Revision 4:io/06/2016 Page 5 of 5