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Home My WebLink AboutProduct Approval (2) Florida Buil diYig Code Online 6J23/20,,92:31 RM X �. Stats&facts _ ` BCIS:Home �'Login .�.Used Registration ' HotTol i Submit-Su Publications contact Us, SCIS Site Map !' Links' Search l rlda �EE t�f S I Proiluct:i4pproval USER:Public User w: SEP 29 Product:Aooroval Menu>Product.or Application Search,>Application-Ust>-Application•Detail :- ST. Lucie County, Permitting k L _ FL16048_;R6 t F nx--s�.. Application Type Revision Code Version 2017 Application.Status Approved Comments: QA:entity has been called Into question.05/11/2020. -ArchivedFIE COPY ' i'roduct.Manufacturer Tr1-6uilf Materials Group,'LLC Address/Phone/Email PO Box 70 RutNe ord, W-07070 '(800);516-1485 day d'.ruiz@tribulltmg.cpm Authorized Signature. David Rulz david:ruiz@tribuiltmg.com Technical Representative David Ruiz Addresw%Phone/Email .250,11oute 17 North East..RutherFord N7 07073 (201).842-2449. david.rulz@ti ibuiltrnaterialsg rouptcom Quality.Assurance Representative Address%Phone/Email ,Category Roofing Subcategory Underlayments j Compliance Method Evaluation Report from a Florida Registered Architect of a Licensed.Florida Profewsional Engineer LI Evaluation Report Hardcopy.;Received ° Florida;EngineerorArchitect Name who developed Robert'Niemiinen the Evaluation Report Florida lLacense PE-59166 Quality Assurance..Entity UL LLC Quality Assurance.Contract.Expiration-Date W118/2020 Validated By John'W.Knezev,ich,.PE , Validation Checklist--Hardcopy Received Certificate of Independence FL 1'6048 R6 COI- 2017 01 COI Nieminen pdf Referenced Standard and Year(of Standard) Standard Year :ASTM D1970 2015 ASTM G155- -2005. I 1 https://w ww.iloridabuilding org/pr/pr_app dti aspx?param=wGEVXOviitDgtFPmdYi.NDWruvipmtAtiRBiv9FtYNTk4FLCxcgVtRtifvMw%3d%3d' Page:1 of 2. xi Florida Building Code Online 6123120,12.131-PM Mi lPl '1`j FM 4474 2011 FRSA/TRI April 2612(0442) 2012 UL 1897 2012 Equivalence:of Product Standards Certified.:By- Sedlons front the Code Product.Approval Method Method 1 Option a Date Submitted 09/25/2017 6 Date_Validated 10/01/2017 Date Pending FBC Approval 10/0372017 Date Approved 12/12/2017 t #r Modelmber or Name Descnption , 1604$.1. TRI-BUI(T Roof Underlayments Self-'adhering, modified bitumen'roof underlayrnents Umits of Use: Installation Instructions Approved for usein iVo FL16048 66 II'2037 09 -FINAL ER.TRI-. .Approved for use-outside HVHZ:Yet I�T.�i NQ RLAYMENT��• FLi 6048-R6 odf ImpactResistant:N/A Verifled,By:Aobert,Nleminen'PE-59166 ' Design Pressure:+N/A/-150 Created by Independent.'Fhird Party;_Yes Other::1.)The design pressure noted herein pertains to use Evaluation_ Reports - of foam=on tile-systems overtop the seif adhering F 1L 6048 '$6 AE 2017.09 FINAL R TRI underiayment.for.one:p,;3Mcular appiicatiori.See ER Section. BUNDERLAYMENM FE 6048-R6,pdf. _5 6.4 for.details.2.)° to Refer -ERSectt I�iTion `5 for other Limits of Create d.by Iridependent Third Party:Yes "Uses Gone;:_?601 Blair Stone--RoaPh[me:850487-1824 The State,of Fiorida.is an WEED employer. yri0tn2 n7-2D2 a State of Florida Nivacv'Statement .AocessiNlity statement:::Ref4nd.Statement Under Florida law;email addresses are public records.IE you do not want your e-mail address released in response to a public-reoords request,do not send electronic mento this entity:Instead;contact the`office by phone or by krad tionat mail.If You have any questions,please contact 550.4873395. Pursuant to 5a�tiorr 455.275(1),Florida Statutes,effective October I,'2012;licensees licensed:under Chapter 455;F.S.must pfoblde 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 parsonaIaddress,please,provide the Department with an email addresswhich can be made aVallable to the public Todetermine if you area ti ensee ander Chapter 455'F.S.,:please cll&'er Produpt Approval Asrixptct :Credit'Card _ Safe ' { https.//www.ftosidabuilding.org/pr/pr app_dtt aspx?param=wGEVXQwtDgtF.PmdYiNDWrw ipmtAnRgiv9PYi, AFtCxcgVtRhfuMrrrf3d°k8ii' Page:2 of 2 EXTERIOR RESEARCH&DESIGN,LLC. Ger# f 95fA # 03r)o 353 CMRISC1AId STEtEEC,UNIT#13 ERD OXF6RD,CT 06478 11 (203)262-§-245- EVALUATION 62-9245EVALUATION REPORT TWBUILT Materials Group,LLC Evaluation Report A429:60.10.12=116 PO Box 70 1FL16048eR6 Rutherford% NJ 07070 Date of Issuance:10/25/2012 -(Soo)516-1485 Revision 6: 09/25/2017 SCOPE:. This.Evaluation Report is'issued under Rule 61G204 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 ;prod act-under the Florida Building.Code and Florida Building Code, Residential Volume. The products described herein have been evaluated,-for compliance with the e- Edition.(1017) 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 CompuANcE: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 ciient 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.'Trinityl.ERD Evaluated" maybe displayed in advertising literature. if any-portion of the Evaluation Report,is di'spiayed,.then it.shall tie done in its entirety: INsPEc'nON: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 6. Prepared by: 'ptillIflrs„r pj`'1ytY S�c'•,,,g y Robert J.M.Nieminen,P.E. �4 - - r° G� � The'fa�sirnilesealappearingwasaat6arized6yRoCiertNfeminen, Florida Registration No.59166,Florida DCAAIVE1993 doc imenL CERTIFICATION,OF INDEPENDENCE: 1. Trinityj 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 bany company manufacturing or distributing,products it evaluates. 3. Robert Nieminen,P.E.does not have not 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. S. This is a building code evaluation. Neither TrinitVIERD 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. QT'SRINITYIERD ROOFING COMPONENT EVALUATION: tP 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: TRI-BUILT Roof-Underlayinents, as produced by TRI-BUILT Materials Group, 4C,have demonstrated compliance with the following sections;of-the 6`h Edition(2017)Florida Building Code through testing in accordance with the following Standards. Compliance is subjeq to the�installation.Requirenirents and Limitations/ Conditions of Use Set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3:1. Wind Resistance FM 4474 2011 1504.31 Wind Uplift UL 1897 2012 1504.6 Accelerated-Weathering ASTM 13155 2005 1507.2.4/1501.1.1,1507.2.9:2 Physical Properties ASTM D1970 2015 1507:3:3 Physical Properties FRSA/TRI April 2012(0412) 2012 3. REFERENCES: Entity Examination Reference' Date ERD(TST6049) Physical Properties 540540.02.134 02/19/2013 ERD"(TST6.049) Physical'Properties 540540,11:13 11/19/2013 £RDY(TST6049) Physical Properties 540540.03.14 03/26/2014 ERD(TSTS049) Physical Properties 544870.04:14-2 044/02/2014 ERD(TST6049) Physical Properties 544870.04:14.3 04/02/2014 ERD(TST6049) Physical Properties 544870.04:14-1 04/10/2014 tRD(TST6049) PhysicaWroperties S44870.04.144 04/10/2014 ERD(7ST6049) Physical Properties S43530A2.14-1-111 05/14/2014 ERD(TST6049) Physical Properties 543530.05.14 05/28/2014 ERD(TST6049) 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 05/2712015" ERD.(T5T6049) Wind Resistance 'SC24045.05.17-R3 06/07/2017 UL,LLC(QUA9625) Quallp'Control Multiple-lasting 816814 12/10{2015 UL,LLC.(QUA9625) Quality,Control Service Confirmation Exp:07/18/2020 4. PRODUCT DESCRIPTION: 4.1 Tri-Built Sand-111 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,noxi-woven polyester fabric surfaced,SBS modified bitumen roofunderlaynient.meets ASTM D1970 and RR5A/TRI April 2012. 4.3" Tri-Built Smooth HT S/A Underayrdent is a: self-adhering, glass-mat reinforced; film-surfaced, SBS modified bitumen roof underlayment;meets ASTM D1970. S. UMITATiONs; 5.1 This is a building code evaluation.. Neither Trinity l ERD nor Robert Nier ninen, 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 FBG.HVI4Z jurisdictions. 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,I.I.C. Evaluation RepogA42950.10.12-R6 Certif7coteofAuthork'adorr#RS03 eEDi3t0rd:(2017)F6C'MON-HV14ZEVALUATION: FL16048-R6 T814UILT Roof Undedayrnents;(800)515-1485 " Revision 6:,09/25/2017 Page 2'of.6 TRINITY IERD 5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is. specifically referenced within FBC approval;documents: lUnot listed;,a request maybe.made to the° Authority Having Jurisdiction,forapproval based on this evaluation combined,with supporting-data for the prepared roof.covering. 5.5 Allowable Roof Covets i - '` TABLE 1 RAF COVER OphoNs _ Underla Asphalt, Wood Makes yment Nail-0n Tile Foam-On Tile_ Metal Slate Shingles. &Shingles Tri-Built Sand-R SA Shingle Yes No No No Yes Yes i Underlayment Tri-Built S/A HT TU Yes Underlayment Yes Yes Yes Yes Yes a See 5:5.1 Tri-Built Smooth HT$/A Underlayment Yes No No Yes Yes Yes 5.5.1. "Foam-On Tile"is limited..to usei of the following Approved the adhesives/underlayment combinations, TABLE 1A Au oWABLE TILE AUIESIVE'�'UNDERLAYMEIIIT.COMBINATIONS. ._ - .. Adhesive PIoiIda Product Approval Underlayments - : . ICP Adhesives Polyset®AH 160 FL6332 Tri-BuiltS/A.HTTU Underlayment DowTileBond'"'' FL22525 Trl-BulltS/A;HTTU Underlayment 5.6 Allowable.Substrates: 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 primed plywood;OSB;ASTM 041iprimed 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,.TR1-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 underiayment. 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 he designed by a qualified design.professional and-installed based-on testing of the insulatio.n/underlayment system in accordance with FM 4474,Appendix D-.OrTAS 114;Appendix:!. 2 Refer to Tile Manufacturees orAdhesive Manufacturer's Florida Product Approvolfor overturning Moment Resistance Performance_ i F.xt Ilr Resea 6 and Design,LLC. Evaluation Report A42960.10.12-R6 certfflcate of Authorization#9503 a EDITION(2017)FBC NON-HVHZ EVALUATION FI1604&R6' TRI-BUILT Roof'Underlayments,(800)516-1485;. Revislon 6:•09/25/2017, -Page 3 of 6 QTRINITY'ERD 5.6.3 Bond to Mechanically Attached,Base Laver: Tri-Built'Sand=1R SA Shingle,,Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built.Smooth HTS/A Underlayment=applied to: ➢ ASTM D226,Types 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 (Tri-Built S/A HT TU Underlayment-only), base layer shall be attached per min imumrequirements 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) tloes not address wind uplift resistance of all vnderlaymeni systems beneath foam-on tile systems,where the underlayment forms part of:the load-path-. The following wind uplift limitations apply to direct-deck underlaymentsystems-thataW.n.ot addressed'in FRSA/TRI April 2012104-22)and are used in'foam-on tile applications. Maximum.Deslgn _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 Apri12012-(04-12),.Appendix A,Table 1A or FBC 1609 for determination of design wind pressures. #1 Maximum Design Pressure=-45.0 usf: 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.S psf: Deck: Structural concrete-to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Soprema Elastocol.600c Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. #3 ;Maximum Design Pressurez:-ISMO nsf: Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up)to-meet project requirements to satisfaction of.Authority Having7urisdiction. 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 EXTERIOR PRIMER Underlayment: Tri-Built-S/A HT TUUnderlayment, 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: Mina 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(f8C 1517:5.1) and tin caps(FBC 1517:5.2)spaced 6-inch o.c.at the flinch laps and 64fich o4 in three, equally:spaced rows in the center of the sheet. Underlayment: Tri-Built s/A HT TU Underlayment,self-_adhered. Exterior Research;and Design,.LLC. Evaluation Report A42960AA12-116 j Certifcate of AuMorIzatlon.09503 a EDITION(2017),F8C1 NOb1-HVHZ EVALUATION FL16048 R6 TRI-BUILT Roof Underlayments;(800)516-1485 -Revision 6:09/25/2017 Page 4 of G. 1N1TY1_ERQ 5.6.4.1 For mechanically attached Base Sheet;the maximum desigm pressurefor the selected assembly shall meet or exceed that required under.FRSAITRI April 2012(Q4-12);'.APpendix A;Table IA. 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,'Zories 2 and 3 shall.employ-an attachment density designed by a qualified-design professional to-resist--the elevated pressure-alteri.a. Commonly used methods are ANSI/SPRI WD1, FIVI Loss Prevention Data Sheet 1-29 ;and Roofing -:Application;Standard RAS 117. Assemblies,.marked with,an asterisk.* carry the limitations set fdrth in Section 2.2.10.1 of FIVI-Loss Prevention Data She' et-1-29(January2016)for Zone 2/8 enhancements. 5.7 Exodsurd Limitations: Tri-Built Sa6d-R SA Shingle,Underlayment or Tr!rBuilt Smooth W S/A Underlayment shall not he left :exposed for longer than 30.-days,after,installation Tri-guilt S/A HT TU UnderlaVrfient shall not be,left exposed for longer than 190-days after installation. 5.8 rile Slippage _ Limitations(TAS 103 per FRSA/jRl April 2012(0442)): When loadingroof tiles on the underlaymeni in clirectA.eck 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. RbIR WALLATIcINS, UPPAGE, M(TATION FO 2 Underlayment. Tile Profile Staging Method Maximum Slope Flat Max.1OAiIe stack 6:12 Lugged Max.10-tileztack 5:12 Max.10-tile stack(bottom!-tile stack shall,be inverted,followed by 8 tiles high GAZ on slope,as shown below) - TriwBuilt S/A HT TU Underlayment Lugged Exterior Research and,Design,LLC. Ewtuation Report A42960.10.12-R6 Certffilcdte ofkithdrkaffon#95123 e EDITION(2017).FBC NON-HVHZEVALUATION Fi26U4a-R6 TR IT I-OUI Roof underfayfnenu;(800)5164485 Revislop 6.09/25I2617 Page-Sof6 TDORUNITY `ERR '6. iNSTAI.iATION: 6.1 TR(-BUILT Roof Underlayments shall be installed in accordance with TRi=BUILT Materials Group, LLC published installation require_ meets 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). 6.3Trl-Bull#sand-R SA Shingle Underlavment,Tri-Built SIA HT TU Underlavment or Tri-Built'Smooth HTS/A Underiavment• 6.3.1 Shall be installed in compliance with!the requirements for ASTM D1970-underlayment in FBC Table 1507:1:1 forthe-type of prepared roof covering to be'instalied. 6.3.2 fon-Tile anctlications: While,priming-is optional,TRI-BUILT Materials Croup,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 filni. Adhere the exposed part tothe 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 24t from_vertical seams in the course below,sealed in accordance`with TRi-BUILT Materials Group,LCC.requirements. When installing at slopes above 8:12;TRi-BUILT Materials Group,,ILC 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 sheetstarting at thelowest point and work upward. 6.3.3 Tile Applications(Tri-Built S/A HT TU Underlayment only): Reference is:#made to FRSA/TAI'April 2012 t0412}° Installatim Manual and Table 1 herein, using the instructions noted above as a guideline. For foam-on tile applications,reference is macre to S'ection.S.64 herein for wind resistance limitations that fall outside the scope of FRSAJTRI April 2012-(04-12). Tile shall be loaded and, staged in a mariner--that prevents .tile slippage and/or damage to the underlayment. See Table 2 herein,and TRI-BUILT Materiais Group,."LLC pubi(shed requirements for the } staging. 1 7. BUILDING;PERMIT REQUIREMENTS: As•required by the Suild(ng,Official or Authority Having Jurisdiction in,order to properly evaluate the-installation,f this.product. .B. MANUFACTURiNG.PLANTS: Gulfport,,MS s 9. QuarryASSURANCE ENTITY: UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com END OF EVALUATION REPORT- . ; Werlor Research end Design,LLC. Evaluation Report A42960.1012-116 Gertiflcate of AuffiorhOtfon#9503 6EDITION(2017)FBC NOTti-HVHZ EVALUATION FL160A8 R6 'rRitBuiLT Roof Underla#nents;(x00)516-1.485 Revision 6:09/25/2017 I -page 6-of 6 �.