The URL can be used to link to this page

Home My WebLink Abouttribuilt httuIV1:1t11V1 Florida Building C oar Onlint Business aProfessionala ll, loll BQ:S Howie 1 Leo in I UW Rfti$t'K 1 I H6LTopit3 6 s.hmILSur¢ia W $tab: $ 1atL5 PIA11CAWrtt C.CRtact 415 ®C'4 Site Mar Links S9arrh Product Approval dbpr QOusmFumicuwr rpL�L�{� Amrawal Fi-0 nU � PLQaW" iir liLYn9iCdiltll°1 Seagh } Application Limt Search Criiuirla Code Version 2017 FL# 161048 Applireat on Type ALL Product Msnutacturer ALL Categtary ALL Subcateg ry ALL Application Status ALL Compliance Method A4( - Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use In HV"Z ALL Approved for use a+utslde HVHZ ALL Impact Resistant ALL design Pre_5sure ALL Crther ALL search Results - Applicotions T : 14"fatturar 4alidated y t5_ atu$ Y-rFL16[)4®-R m -Y Re Tri -Built Matertal5 Group, LLIC John W. Knezevichr P� Approved H' lsioerr Category- R00firig (954) 777-6774 Subcategory: Undedayments -Apprrrred by bIAPR. ilpprwWz M CSt-9d shall be re v� d dud stirred try Lhe PDC and/tr the Commission Iraeeessary. ennrarr rra gZ1 Bilk Z20 ag1g. Tallahassee FL 32399Fhtyne: 859-A87-1824 The. State ar F1Llrlda I5 an AAtEE6 empiuyer. fd=vrlaht 2907-2D13 State ur Florida, : ; PrIva[v 5t~ant :: a¢e»bluh^ Sratfln-act :: Retund Statemsnk tlndv rionda law, emall a"wgagw are {jjWn rwxrds- It ypte dv not want y94r e•moll adims5 rardeased In response to a putfic-rc D—ds rcqumA, da albt Sear) eleto-writ mail to this entity. InsWaq. Wntma tha off" py phare a by bmdshonel mad.. If ygr4 have any rterrstacros, please Cfx9ter* 059-407.1345. `Pursuau to Sin A55.275(1.}. Flaride Stmttutei, efferdve fl»ber 1, 3012, I�nsee Iiteresed arnder OuWtm 455, F.S. must pFnvide the De0aatme5t with arm emad address it 5hev have arse- The ernalls Wavided may be used: ror afrwiall mmmuni'eaLim with the licensee. Hoaerer ermil addresses aie public record, It y9u do riot wistl to sWpiy a petwrial adores5,pease p w&e Me Department faith an entail address which can taumade available to the public. To Gret9'mine It YOU are a Ilcer-see under 01apter ate, F.5^, ,plWW c1lck n2rg, Mduet:Approwal AcDwnss; ® ® Fa Credit Card safe li�tlr:r�'��+;�-.ficlri�huEldimg-aargifPrfi�-�f'P�at.�sp�[ 1�`1 TRINITY E D EVALUATION REPORT TRI-RUILT Materials Group, LLC PO Box 70 Rutherford, N9 07070 (800)516-1485 EXTERIOR RESEARCH & DESIGN, LLC. Certificur e of Ati thorizatian #95,03 353 CHRISTIAN STIREET, UNIT #13 OXFORD, CT 06478 (203) 762-6245 Evaluation Report A4,2960.10.12 -R6 FL15448-R6 Date of Issuance: 14/25/2012 Revision 6: 09/25}2017 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 reviewed by Robert Nieminen, P.E_ for use of the product under the Florida Building Cotte and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition J2017j Florida Building Code sections noted herein. DESCRIPTION: TRI -BUILT Roof UnderlaymerAs LAIIEUI14(i: Labeling shall be in accordance with the requirements the Accredited Duality Assurance Agency mated herein. CONTINUED COMPUANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Duality Assurance documentation changes, or prov1sions 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 rhanges. Trinity IERL requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. AvvERTUMENT: The Evaluation Report number preceded by the words "Trinity] ERR 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 6. Prepared by: Robert I.M. Nierninen, P.E. ,clofida Rergrstrartravi No. 59166, Floriido DCA AN€,1383 Tho farsfn.& sealappeariTc was a IHW4*d 4Rahan Nkl leen, p_F. on DytLW$017, 714, c#e�) rot smr as an 2ioctrarfluAq slpnM daoumenr. CERUIFIrATWN OF INCEPENKNUI I_ Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing pn>duCtS it evaluates_ 2. TrinityI ERCP is not owned, operated or rcotrolled 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, R.E. does not have, nor will acquire, a 'financial interest in any rather entity involved in the approval process of the product, 5. This is a bullding code evaluation. Neither Trinity I ERCI rater Robert Nlernlnen, P.E. are, In any way, the G'asigner of Record for any project an which this Evaluation Report, or previous versl€ons thereof, is/was used for permitting or design guidance unless retained 5pecificaIlly for that purpose_ TRINITY IT Y ERD ROOFING COMPONENT EVALUATION . 1. SCOPE: Product Category: Roofing, Sub -Category: Underlayment Compliance Statement: TRI -BUILT Roof tinderlayments, as produced by TRI -BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the 60 Edition (2017) Florida Building Code through testing, in accOTdanee with the following Standards. Compliance is subject to the Installation Requirements and Lirnitations / Con dlti+ans of Use set forth herein. 2. STANDARDS: Section 1504.3.1 1504.3.1 1504,6 1507.2,4 / 1507.1.1, 1507.2.'9.1 150703,3 3, REFERENCES: Entity ERD(TST6049) E RD ;T5TC3049 ) ERD(T5T5049) E RD (TST6049) ERD (TST6049) ERC? (TST6049) ERE) (TST6049) ERI} (TST6049) ERCI (TST6049) ERC- (TST6049) E RD (TST6049) ERD(TST6049) ERU(TST6049) UL, LLC. (C?UA9625) UL, LLC, (QUA96Z51 Property Wired Resistance Wind Uplift Accelerated Weathering Physical Properties Physical Prpperties. Examination Physical Properties Physical Properties Physical Properti!s Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Propertles Physical Properties Accelerated Weathering Wrid Resistance Quallty Control QualltyControl Standard Year FM 4474 2011 UL 1897 2012 ASTM G155 2005 ASTM D1970 2015 FR.5A./T'RI April 2012" 104.12) 2012 Refemince %O.S40.02,13-1 S4054D.11.13 S4054R,03.14 5448741,04.14-2 544870,04.14-3 544870,04.14-1 S44SM.04.14-4 543530, 02.14-1-R 1 54 3530.05.14 540540.10.14 SC7645.02,15 SCE520_04.15 5014045,05,17-R1 Mvitiple-Listing 816814 Servitrs Confirmation Date 02119/2013 11/19/211}13 03/26/2014 04/02/2014 04/02/2014 04/10/2014 04/ 10/20,14 05/1412014 0128/2014 5013112014 02/13/2015 05127/2015 06/07/2017 12110/201S E)cp-07118/2020 4. PRODUCT DESCRIP11ONi; 4.1 Tri -Built Sand -R 4.A Shingle Underlayment is a self -adhering, glass -coat reinforced, sand -surfaced, SBS modified bitumen roof underlayment, with a 36 -inch sheet width; meets A$7M D1970. 4.2 Tri -Built 5/'A FIT TU Underlayment is a self -adhering,, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970 and FRSA/TRl April 2012, 4.3 Tri-Buift Smooth HT S/A Underlayment Is a self -adhering, glass -mat reinforced, film -surfaced, 58S modified bitumen roof underlayment; rneets ASTM 131970. S. UMlTAT40N5: 5.1 This is a building code evaluation_ Neither TrinityJER.D nor Robert N erninen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose, 5-2 This evaluation Deport is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is nit part of this Evaluation Report, refer to current Approved Roofing Materials Directory for fire ratings of this product. Ealterlar Research and Design, LLC, Eualuatksn Report A413960,10.12,1116 Cerrftate ofArrdrorization #9503 6'" EaMON [2017) FRC NON-HVHZ EVALUATION FL15049-R6 TRI -BUILT Roof Underlayrments; Isco} 51rk-1485 11ievrslan tD_ 09125/2017 Page 2r)f6 T I IT 1ERD 5.4 TRI -BUILT Aloof Underiaytnents may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OP'TICNS Asphalt Urada�rlaymremt I Nail nTile Foam -on Tile Metal WoodS�hakes Slate Shingles & Shingles Yes - Yes Tri -Suitt Sand -R 5A Shingle Yes No No NO Underla rnent Trl-B blit 5/A HTTU Yes Yes Yeas Yes yes Yes Underlayment See 5.5.1 No No Yes Yes. Yes r rgullt SrnoDth HT VA Yes Underlayrneat 5.$.1 'Foam -On Tile" is limited to use of the fallowing Approved the adhesives / underlayment combinations.. TABLE JA: ALLOWA13LE TILE ADHESIVE/ UNdEM AYMIENT COMRINAT1ON51 Adhesive Florida Product Approval 4lnderlayments ICP Adhesives Pplyset° AH -160 FL6332 Tri -Built S/A HTTU Underla%,meis Dow TileMnd� FL22525 Tri -Built S/A HT TU Unclerlayment 5.6 Allowable Substrates; 5,6.1 Direct -Band to Daerk: Tri -Built Sand -R SA Sh-Ingle Underlayment, Tri -Built SIA HT TU Underl&yrnent or Tri-Buillt Smooth HT S%A Underlaymerit applied to, Plywood; ASTM D41 primed plywood; OSB; ASTM D41 printed USB; Southern Mellow' Pine; ASTM 041 primed Southern Yellow Pine; ASTM D41 primed structural concrete. While not required over plywood, OSB or Southern Yellow Pine substrates, TRI -BUILT Materials Group, LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Nate: TRI -BUILT Materially Group, LLC requires tongue -and -groove board: decking be covered with plywood or CCSB prior to Installation of the self -aid hering underlayment. 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 SIA Underlayment applied to: iM Dens Deck Prime; SECUROCK Gypsum -Fiber hoof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manuficturer's Product Approval- For installations under foam -cin the systems (TO -Built $/A HT TU Underlayment only), insulation attachment shall be designed by a qualifled design professional and installed based on testing of the insulation/underlaynrlent systema in accordance with FM 4474, ,Appendix 0 or TAS 114,. Appendix J. I Refer to Tile Monufracturer"s or Adhesive Muriufacturer's Florida Product Approval fnr Overtuming Moment Resistance Performonce, Exterior Research and Design, LLC, Evaluation Raport A4Z950.113.12-R6 Cid of IIIvV10r'i#rxt�M #Ysa3 b "Er}Ir401F i241d l FBC NON- EVriLUATION FL16048-R6 TRI•BUILTR"f Uoderlaymerts, (300) 516.1485 Rew4Wn6:09125}2017 PaRe 3 of 6 5.6.3 Bond to Mechanically Attached Base Layer: Tri -Built Sate -R. SA Shingle Underlayment, Tri-Stjilt S/A FIT TU Underlayment or Tri -Built Smooth HT S/A Underlayment applied to: ASTM D226, Type I or II felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. Far installations under foam -on tele systems (Tri-guitt S/A HT TU Underlayment only), base layer shall be attached per minimum requirements of FRSAfTRI .April 2012104- 12�.. 5.6-4 Wind Resistance f r Underly nnentyg ems in Foam -On ULAgplications. FRSAJTRI .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 systemsthat are not addressed in FRSA/TRt April 2012 (04-12) and are used In foam -on the applications. Maximum [resign 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 1504.5 has already been applied). Refer to, FR,SA/TRI April 2012 (04-12), Appendix R, Table 1A, or F13C 1604 for determination of design wind pressures. #1 Maximum DesiRn_Pressure =-45.0 psf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer- (Optional) A5TM D41 or RESISTD EXTERIOR PRIMER Underlayment: Tri -Built S/A HT TU Underlayment, self -adhered. #2 Maximum Design Pressure = -67.5 nsf: Deck:: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Soprema Elastoc€ l G00c Underlayment: Tri-Bulllt S/1k HT TU Underfayment, self -adhered. #3 Maximum Deshm Pressure m -150.0 P -. Deck: Min. 15/32 -inch APA -rated BCX plywood (may be Installed C -side up) to meet project req ulremenU to satisfaction of Authority Having Jurisdiction}. Dec* Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit adhesion. ,All sheathing fasteners stall be driven flush with the surface. All sharp splinters and wood projectionsshall be rertnoved/sanded. Primer: (Opti on a 1) RES ISTO E}ITER10R PRIMER Underlayrnent: Tri -Built S/A HT TU Underlayment, self -adhered, shall be thoroughly rail using hand rolto,r and/or weighted roller to ensure there are no voids, and ensure there are no voids/bridging at side and end -laps. #4 Maximum Desitin Pressure = -60.0 psi Deck: Iletin. 19/32 -inch plywood to meet prajeet requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Soprema Sopr" or Modified Supra -C mechanically attached with nails (FBC 1517-5.1) and tin caps (FBC 1517,5.2) spaced 6 -inch ox. at the 4 -inch Laps and 6 -inch U.C. in three, equally spaced vows in the center of the sheet. Underlayment: Tri-BuiltSjA 1T TUUnderlaytnent,self-adhered. EMterior Research and Design.. LLC- Evaluation Report A42%0_20.12 -R6 Certifrcate of Authorirotion#9503 6'" EDITION X20171 FRC NON-HVH2FVALUATION FL164138-R6 W -BUILT Rgpf Linilerlayments; JSW) 516-1408 N&VISIOn 6! 45)f2512II17 Page 4 of 6 TRINI-ry ESD 5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that r-eqluired under FRSA/TRI April 2012 (0412), Appendix A, Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in acoirdanre with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design prc-essional to resist the elevated pressure cfiteria. (Commonly used methods are AALSI/SPRI II1J'D1, I'M Loss Prevention Data Sheet 1-29 and Rooting. 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 Umitativn5: Tri-guilt Sand-11 SA Shingle Underlayment or Tri-N wilt Smooth HT S/A Un€Cert.ayment shall not be left exposed for longer than 30-days after installation Tri-Built $/A HT TU Unaderlayment shall not be left exposed for longer than 1$0-days after installation. 51$ Tile SlIppAge Urnitatio TAS 103 Per FRS t A ril 2012 04-12 When loading roof tiles on the underlayment in direct-deck the assemblies, the maximum roof slope shall be as follows. These slope limitations can only Ibe exceeded by using battens during loading of the roof tile,,. TABLE 2: TILE SLIPPAGE UMITATtEINS FOR DIRECT-DECK TILE INSTALLATIONS Underlayment Tri - Built 5/a HT TU ,i n d erlayment Exterw Reseamh and design, LLC. CertiricaleofAuthorLrafh a#9503 Tile Profile Staging Method Flat Max. IC4ile stark _ Aged Max. 10 -tile stack Mau. IG -tile stack (bottom 2•tlle stack sha I I be i rivertcA, fol lowed by a tile$ high on slope, as shown htlow) LtigReJ Maximum _ Slope _ b:L2 6;12 Evaluation Report A42960.10.12 -RE 6T" EDITION S2017) FRC NON-HVFI,Z FVALLJATION FL16048-R5 TRI -BUILT hoof Underlayments, IBM) 516-1495 Revision 6; 04/25/2017 Page 5 of 6 TTINITY ARD 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 check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prima the substrate (if applicable). 6.3 Tr1-Built Sand -R SA SbI91 a Underlawment Tri -Bunk EIAs HT TU €lnderla mens or Tri -Built Smooth HTS A Underly 6.3.1 Shall be installed in compliance with the requirements for ASTIVI D1970 underlayment it FBC Table 1507.1.1 for the type of prepared m 0 Eovering to be installed - 6.31 Nan -Tile applicatiQns- While priming is aptfonal, TRI -BUILT Materials Group, LLC recommends priming the deck if the find roof cover is not slated for instaIIation within 241 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 hared -press the membrane into place to achieve a band. 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, sealed in accordance with TRI --'BUILT Materlals 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 Aoalications (Tri -Built 5fA_HT TU Underlavment only): Reference is made to FRSA/TRI April 2012 (D4-12) Installation Mar:ual and Table 1 herein, using, the instructions noted above as a guideline. For foam -on the applications, reference Is made to Section 5.6A herein for wind resistance limitations that fall outside the scope of FRSA/TRI,April 2012 (04-12). Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. See Table 2 herein, and TRI -BUILT Materials, Group, LLC published requirements for the 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. S. MANUFACTURING PLANTS: Gulfport, MS 9. QUALITY AlssuRA VICE ENTITY; UL, LLC --QUA9625, (314) 578-3 , k.chanceIIur@us.u1,com - END OF EVALUATION REPORT - Eicterior Research and Design, LLC. Ewaluatlon Report 442460,10AZ-116 CenifiCate of AuTkOzation #9583 EDITION (2017) FBc NQN-HVHZ EVALUATION FLl60.18-RE TRI-BU;LT Roof Underlayments; (OD0] 516-1485 Revision 6= 09 j2S/2017 Page 6 of 6