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HomeMy WebLinkAboutProduct Approval r r ._s v BaS Home Log In ! User RegcstraHon !'Hot Topics i Submit Suicharge r. Stats.&'Facts i Publicatlons `- FBG:Staff i BGS Site Map LinksI Search RECEIVED or ariirfvttanarn:-ai Me:ttr> rAvgi+caftan-5earcri->Pnpiice.ian tit3.>Application Dotait FL# FEB 0 3 2020 r FL16048-R6 Application Type Revision 5T. Lucie County., Permitting Code Version 2017 Application Status- Approved Comments Archived . Product Manufacturer Tri-Built.Materials Gro •r LL Address/Phone/Email PO Box 70 ®®®®®® LE Rutherford,NJ 07070 (8001516-1485, david.ruiz@tribuiitmg.com Authorized-Signature David Ruiz david.ruiz@tribuiltmg.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North, East Rutherford,N]07073 (241)842-2449 d avid.ruiz@tribu i ltmaterialsg you p:com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underiayments Compliance Method Evaluation.Report from a fFlorida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License P&59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/18/2020 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence EI 16048 R6 CCI 7017 01 COI Nieminen:pdf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM G155 2005 FM 4474 2011 FRSA/TRI April 2012,(04-12) 2012 UL 1897 2012 Equivalence of Product-Standards 'Certified By Sections from.the Code Product Approval Method Method-1 Option'D Date Submitted. 69/25/2b17 Date Validated '10/01/2017 Date Pending FBC-Approval 10/03/2017 :Date Approved 12/12%2017 Summary.of Products FL# Model,Number or Name Description - 16048.1 TRI-BUILT Roof Underlayments Self-adhering,modified b(kurrten roof underlayrrents. Limits of Use Installation Instructions; Approved for use in.HVHZ:.No, 1`1_1504&R6 JI-2037 09 FINAL ER TRI- Approved;'fo.r use outside HVHZ:Yes 1BUILTUNDERLAYMENTS.FL16048=R6.Ddf. Impact Resistant.N/A- Verified'By:RobertNieminen PE59166 Design"Pressure::+N%A/=1'50 Created by In&e ende'47hird Party:Yes :Otherf:1,)The'design pressure'noted herein pertains to use. `Evaluation Reports of foam=on aile':systems overtop the self-adhering FL16048 R6,AE 2017-09 FINAL ER TRI underlayment'forone.particularapplication.See ER,Section_ B011-T, UNDERI.AYMENTS 1`1_16048-R6:odf 5:6:4 for details.2:)Refer to ER Section 5 for other Limits of;. .:Created.by IndependenkThird Party:Yes Use.. Back Next Contact tis:`..2601 Blair Stone Road.tallahassee FL32399 Phone:850=487=1624 The State ofiFlarida1s:an WEE6 employer;cobynd4t:26o7-2013 State of Florida.-::.Privacy statement,::Accessibility-Statemen[•::RefundStatement Linder Florida law,email addresses,are public records.If.you'do_Hot wantyoure-mail address released in response to a,public-records:request,do not electronic mail to this.entity.Tnstead,'contatt the'office by,phone or by.tradhignal mall.Ir you have any questions,please contactt850.487._1395.:'Pursuant to Section 455.275 ' (i);Florida Statutes effective October 1,2012 Iicensees.iicensed under Chapter 455 F Si must provide the.Department with an email;address if.they have one.The' emaik;provided"maybe used,for official communication with:the licensee.-Howeveremail addresses are public recordAf you'dd not:wish to supply a.personal address, please provide th6,Department with"an email address which can be made a4ailabie to tne:puolic:Tdi.determine ifyou are a licensee under Chapter 455,F,S.,please' click'herL. Product Approval Accepts: Fig RR 0 Credit Card t EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization#9503 a UNIT#13 TR I I IERD 353`CHRISTfAOXFORD,,CT 06478 by (203)262=9245 EVALUATION REPORT TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-136 PO Box 70 FL16048-R6 Rutherford,Ni 0.7070 Date of Issuance:20125/2012 (800)516-148.5 Revision 6: 09/25/2011 SCOPE: This=Evaluation.Report is-.issued -under Rule'61G20=3:and the applicable rules and regulations governing the use of construction rriaterialS1h 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 6u' Edition (2017) Florida Building Code: sections noted herein. DESCRIPTION: TRI-BUILT Roof Underlayments LABELING: Labeling shall be in accordance with therequirements 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, RE.- if the product changes or the referenced Quality Assurance do6urnentation changesTrinity ERD requires a completereview of this Evaluation Report relative to updated Code.requirements with each Code Cycle. ADVERTISEMENT:.The Evaluation Report,number preceded by the words "Trinity)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:prdAded 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 6.. Prepared by:_ y s r� Robert J.M.Nieminen,P.E. .u.p The faafmilescal appearing wasauthoriied by Robert Nieminen, Florida Registration-No.59166 FloridaLDC4ANE1983 P.E.on 0912512017.This,doesnot serve as anelectroniiallysigned dowment CERTIFICATION OF INDEPENDENCE: 1. ThnityjERD 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 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 interests in any other entity involved'in the.approval.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. '\,J7rR1N1TY1ERD 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 6u''Edition(2017)Florida Building Code through testing. in accordance with the following Standards. Compliance is subject to the Installation Requirements and.Lirnitations 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 1507.373 Physical,Properties FRSA/TRI April 2012(04-12) 2012 3. REFERENCES: Enti Examination Reference Date ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013 ERD(TST6049) Physical Properties S40540.11.13 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 544870.04.14=3 04/02/2014 ERD(TST6049) Physical Properties 544870.04.14-1 04/10/2014 ERD(TST6049) Physical Properties 544870.64.14-4 04/10/2014 ERD(TST6049) Physical Properties 543530.02:14-1-111 05/14/2014 ERD(TST6049) Physical Properties S43530.05.14 05/28/2014 ERD(T3T6049) Physical Properties. S40540.10.14 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 816814 12/10/2015 UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.07/18/2020 4. PRODUCT DESCRIPTION: 4.1 Tri-Built.Sand-11SA 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 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 FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to c1Irrent Approved Roofing Materials Directory for fire ratings of this product. Exterior Research-aid Design,LLC. Evaluation Repo rtA42960.10.12-R6 Cerrifrcote o/Authorkation#9503 6:'EDITION(2017)Fk NON-HVHZ EVALUATION FL1604a-R6 TRI-BUILT Roof Underlayments;(800)516-1485. Revision 6:09/25/2017 Page 2 of 6 J TRINITYJ ERD 5.4- TRI=BUILT Roof• Underlayments may be used with any prepared roof cover 'where th.e product is specifically referenced within FBC approval documents. If not listed, a••;reques may be'rade to the Authority Having.lurisdiction.for approval basedon this-evaluation combined-with supporting;'data forthe, e. prepared roof covering. 5:5 Allowable.Roof Covers: a i". s •� t � ..�_ _,., __TABLE 2:,ROOF COVER OPTIONS �� � ��'�` " r-•- Asphalt . Wood$hakes Underlayment Nail-On Tile Foam-Cin Tile Metal Slate Shingles &Shingles Tn'BulltSand-R SA Shingle Yes' No; No No Yes Underlayment .TriJ-NP iltS/AHTTU. Yes Yes Yes Yes Yes Yes Underlayment See 5.5.1. Tri=BuiltSmooth_HT,S/A_ Yes No No Yes Yes Yes Llndulayment 5.5.1 "Foam-On Tile"is Irhited to:use,of the fol low!hg;Approved the adhesives/underlayment combinations: gtw - L yTABLE1A AICOWABL€TILEADH91V UNDER!iMENTCOMBfNATiONS-, y Adhesive. Flor(da Product Approval Un"O&layments ICP Adhesives Polyset -AH-160 FL 332 Tri-Built:$/A,HTTU Underlayment DowTileBoncV' FL22525 Tri-BuiItS/AHTTUUnderlayment 5.6 Al Iowa ble;Substrates: 5.15A Direct-Bond to Deck Tn=Built.Sand-R SAShingle Underlayment,Tri-Built S/A HTTU Undeelayrfio orTri=BuiltSmooth HT:S/A. Underlayment.applied to: Plywood;°ASTM,D41 primed plywood;,OSB;.;ASTM D41:pr med.OSB;Southern,Yellow P ne;-ASTM D4:L primed.SouthernYellow Pine;,A$TM.D41 primed structural concrete. While_nof•required over plywood,.OSB or Southern:Yellow:Pineaubstrates,TRl-BUILT M6tetials Group,LLC recommends primingfhe deck if the final roof:cover is not'siated.for.installati.n within,24 hours'.. Note: TRI-BU,iLT Materials;Group,;LLC-requires tongue-and-groove board decking be covered'with.plywood or OSB priorto installat(onofthe self-:adhering-,underlayrnent., 5.6:2. Bond-to-lrisulation: TriBuiltSand-R SA,Shingle;Underlaynient,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. Tor installations, under.foam-on the systems:(Tri-Built.SIA HT'TU Underlayment only); insulation attachment shall be designed,by a qualified desigm professional1 and.1ristalied.based on testing of.-,the insulation/underlayment systern in.accordance with FM 4474,Appendix D orTA5114,Appendix.J. 1 Refeeto•Tile.Mbnufacturer's orAdhesive;A4anufocturer's Florida Product,Approval forOverturning:Moment Resistance,Performance. ,E)deriar Re.mr.ch:and Design,LLC,, Evaluation Report A42960.10.12-116 Cerrifleate of Aurhorizudon 1!9503: a EDITI6N-(20171`08G NON-HVOZ EVALUATION FL76048 R6 TRI BUILT:Roof Underlayments;(goo)516-1485 Revision 6:;09125/.2017 Page 3 of 6 91N .IrY I ERE 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: ASTM 13226;Type I or II felt. For installations under mechanically attached prepared roof.coverings, base.layer shall be attached per minimum codified requirements. Fon installations under foam-on tile systems (Tri-Built S/A HT TU Underlayment only),base lager shall'be attached per'minimum requirements of FRSA/TRI April 2012(04- 12). 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile.Applications: FRSA/TRI April.2012(04-12) does not address wind uplift resistance-of all underlayrrient 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 thatare not addressed in FRSA/TRl 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 FRSA/TRI_April 2012(04-12),Appendix A,Table 1A of FBC 1669 for determination of:design wind pressures. #1 Maximum Design Pressure==45.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)ASTM D41 or RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. .#2 Maximum Design Pressure=-67.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Soprema Elastocol 660c Underlayment: Tri-Built S/A.HTTU Underlayment;self-adhered. #3 Maximum.Design.Pressure==150.0 psf: Deck: Min. 15/32=inch APA-rated BCX plywood (may be installed C-side up) to meet project requirements to satisfaction of Authority 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 be removed/sanded. Primer': (Optional)RESiSTO EXTERCQR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment, self-adhered, shall be.thoroughly roll using hand roller and/or weighted roller to ensure there.are no voids,.and ensure there are no voids/bridging at side and end-laps. #4 Maximum Design Pressure=-60.0 psf: Deck; Min. 19/32-inch 'plywood to meet project: requirements to satisfaction of Authority Having Jurisdiction.. Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails(FBC 1517.5 1) and tin caps(FBC 1517.5.2)spaced 6-inch o c.at the 4-inch laps and'6-inch-o.c.in-three, equally spaced rows in the center of the sheet. Underlayment: TrVBuilt:S/A HT TU Underlayment,,self-adhered. Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6 Certificate of Authorkd66a 119503 61H mrnoN(2017)F8C NON-HWZ EVALUATION fL16048-116 TRI-BUILT Roof_underloyments;(800)516-1485. Revision 6:.09/25/2017 Page 4 of 6 ,JITRINITY JERD 5.6.4.1 For mechanically,attached.Base Sheet,the maximum design pressure:forth e.selected assembly shall.meet or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A. Alternatively, the maximum design pressure for the selected assembly shalf meet or exceed the Zone 1. design pressure determined in accordance with FBC.1601. 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,5/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,th'e maximum roof slope shall be as follows. These slo.pe1imitations can only be exceeded by usingbattensduring loading-of the roof tiles. z „•,,,}c _TAt3[E.2.T1lESUPPAGELlM1TATIONSFOW6iitT©EQCTILEINSTALLAfIQNS UnStagingTile Profile StaginMethod Maximum Slope Flat Max.10-tile.stack 6:12 Lugged Max.10-tile stack 5:i2 Max.10-tile stack(bottom 2-tile stack shall be inverted,followed by 8 tiles-high 6:12 on slope,as.shown below) Tri-BW t S/A HT TU L Underlayment Lugged Exterior Research and Design;LLC. Evaluation Report A42960.10.12-116 Certificate of Authorization$9503. 6";EDMO.N(2017)FBc NON-HVHZ EVALUATION F116048-R6 TRI-BUILT Roof Underlayments;(800)516=1465 Revision 6:09/25/2017 Page S.of 6 (�o - ; TRIM 1 ERQ 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 eheck.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`Sand4 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 recorrimendspriming: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 seamsshould be 6- inches and staggerednot 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 HTTU Underlayment only):. Reference is made.to FRSA/TRI April 2012 (0442) Installation Manual and Table 1 herein, using the insteuctions.noted.above.as a guideline. rorfoam-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(04712). Tile shall be loaded and staged :in a manner that prevents the 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. H. MANUFACTURING PLANTS: Gulfport,MS 9. QUALITY ASSURANCE ENTITY: UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com ! -END OF EVALUATION;REPORT- i Exterior Research and besign,U.C. Evaluation Report A42960.10.12-R6 Certificate of Authorization#9503 e"MrnoN'(2017)FBC NOM-HVHZ EVALUATION FL7604&R6 TRI-BUILT Roof Underlayments;(800)5164485 Revi$ion;6:09/25/2017 Page:6 of 6