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Home My WebLink AboutProduct approvals, underlayments (2)4J1Mni) HOrida Building CU& Online Business rProfessionalRegulation r BM borne Wa In I User Pegi-rahon FixTaPacs Submit 5urclarga Stets 4r FRMS Pumll[MUM - Cc act U6 : SCLS 5rte Mmp unks warm lira d. pr W PktS1am:Pu Approval : PUi+IIG User QrndLwYALw -1 Merl, s PrWwu L ei hopheatLcn Seafch � Application List search Griterih Cade Verslan 2017 FL* 16U46 ApplicaUonType ALL Product ManufaUurer ALL Category ALL 5ubcatcgory ALL Applleation Status ALL Compliance Method ALL Quality Assurance Entity ALL QUallty ASSUFarlae Er tlty Contract Expired ALL Product Model, Numberor flame ALL Product Descrtptlon ALL Approved For use in HVFIZ ALL Approved for use outside HVH2 ALL Impact Resistant ALL Dleslpn Pressure ALL Other ALL Search Results - Appllcotlons _ F Y-yF Manufacturer T Validated By. sultl& FL15o46-R6Revislan Trl-Built Materlals Gi-ouPr LLC John W. KFWZeuichr PE Approved Hinar CaftgwV: RocCag (954) 772.5224 Suheatasyory: Underlayments -approved by 6BPh- Apprvaaft try ceFR shell be revi-red aid ratified 6r tihe POC irxo'- dtie commission Ir nextsary, Can!art LIS :: �Mj Alikh 21grie Rba . Tallahassee FL 32359 F•hone, 659-487-1624 The State dr Frdrlda IS all AAfEE4 empRW. Ate or Flarlda. ; ; PrPmEy 5"menL :: ACt689 hIIILV 5bt9m9rtt :- Rfr 4'rtl StdtCMM U der Rm-4a 4trr drmall aWksFax are phL[ rmv ds- 1r you"not want your e-mail AdMness Felbmm d in response to a putrlic-rno & raque!0- Jo'iul. wild tltl VML rrmil to thh� emhLy. 1rwWW, qxr ;a the 9H4m try ph— a by kpdft—nl rnpd. if )mu Faye erry qudstk)m, please Contort 850.407.1395. •P rlsuaot L! Sea do -155.2751: Floridh StELgas, &etbwo Octr3her 1, 2612, lensees lieeroted mdtr Cho Ater ISS. F.S. —L K.nvide me Depaammt with art ena address Irrtley nave ore_ Thee^.oils provide# nW beused ror official uommu*-AIM with"Vamsee- Monever email addresses ale public record. Lr yoi-I do not Msh to -AV" a pmwnal adores, plea>e pmWe the Derrartmelt with ar small aid&ass nRlkh cam be made ava4able to the public. To Ifeta-minm If you are a ncanaee u1War chapter A`Zr F.S_ DIWW CllrJ< h, M. Product Apipmwat hcomplai; = so ® ® M Credp( Card Safe httlrs: �: x,atz .fl tnidahui I dingsrrgflsrlllr_aryp�at.asQat QOTRINITY EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Aut1t0dr060P #9503 UN IT #13 E ❑ 353 CHRISTIAOXFORD, �CT 06478 {203}262-'JZ45 EVALUATION REPORT TRI-BUILT Materials Group, LLC PO Box 70 Rutherford, NJ 07070 [8001 516-1485 Evaluation Report A429W. 20.2 2 -146 f L16048-R6 Date of Issuance: 10f 75f 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 Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition �2017] Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Roof Underlayments I.AsEmiG. Labeling shell 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 products) changes, the referenced Quality Assurance documentation changes, ar grov1sions of the Code that relate to the product change. Acceptance of tNs 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 I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Cade Cycle. AUVERTLSEMENT: The Evaluation Report number preceded by the words 'rrinityj ER Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety- INSPECTIQN. Upon request, a copy of this entire Evaluation Report shall be Inrovided to the user by the manufacturer or its distributors and shall be available for inspection at thejob site at the request of the Building Official. This Evaluat€on Report consists of pages 1 through 6. Prepared by: Robert I.M. Niamitren, P.E. Flnridt? Reostrariair No. 59166, F1'arida DCA ANE083 ..�iyF�4'iW;ry 1%i �,.•`;• The f..ftLt-1 pMzingj . —IFsn imd hV ROG4rf Nnnincn. V.h. onDVZV2017. Thix dx ran sores as ii ul¢c4onlolly:pr �7 docum c C£RTIFICATWN Of IHp4PPINKNCE: I_ TriniryIERD does not have, nor does it int,-nd to acquire or wNi it acquire, a financial imorest in any company manufacturing or distributing products it evaluates_ 2. TfinityI ER is not owned, operated or ra trolled b7e any company manufacturing or distributing products it evaluates. 3. Robert Niernirhim, P.E. does not have nor will acquire, a financial interest in any company manufacturing yr distributing products for which the evaluation rupvrts are being Issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financlal interest in any other entity involved in the approval process of the product. 5. This is a bullding code evaluation. Neither Trinity 15RU nor Rnbort Nlemlaen, P.E. are, in any wayr the Dasigner of Record for any project on which this Evaluation Report, or previous verslons thereof, islwas used far permitting or deslgn guidance unless retained specifically fpr that purpose_ TI INIT ERD ROOFING COMPONEr4T EVALLATION. I. SCOPE: Prod uctCategory: Roofing Sub -Category: Underlay meat Cornpliante Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance With the following sectlons of the a Edition (2C17) FFor[da Building Code through testing [n accordanrewith the following Standards. Compliance is subject to the In5taIIatian Requirements and Limitations/ Con diticns of Use set forth herein. 2. STANDARDS', Section 15043.1 1504.311 1504.6 1507.2.4 / 1507.2.2,1547, 2.9.2 1507.3.3 3, REFERENCES: EntRy ERD�TSTb049� E RD tT5r6049 � ERD fT5T600 5RDfT5T6049� ERD(7ST6049) ERD (fST6049) E RD {TST604M ERD (fST6049) ERD(T5TG049) ERp fT$T6049j ERD (fST6049) ERD(TST6049) ERD (fSr6049) Ul, LLC. (QUA9625) UL, LLC. (QUA9625) 4. PRODUCT DESCRIP-now Property Wind Resistance Wind Uplift Accelerated Weathering Physical Properties Physical Properties Examination Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Propertles Physical Properties Physical Properties Accelerated Weathering WInd Resistance Qual Ity Control Qual Ity Control Standard FM 4474 U 1 1997 A5TM G155 ASTM D1970 FRSAITRI AprN 2012104.12) Referiprice 540540.02.13-1 540540.11-121 S40540.03-14 S44870,04.14-2 SW70.04.14-3 544870.04.14-1 544870.04-14-4 S435K.42.14-1-131 $4 30.05.14 540540.10-14 SC7645.02.15 SC8$20-04.15 5C14045.05.17-R1 MuWple-Llsting R16814 5ervtca Confirmation Year 2011 2012 2005 2015 2012 Date 02/19/2013 11f19f2U13 03/26/2014 04/02/2014 04/02/2014 04/10/2014 04/10/2014 05/14/2024 05/28/2014 10131/2014 OV1312015 05/27/201S 05/0712017 12/10/2015 Exp- 07/IN2020 4.1 Tri-Built Sand-R SA Shingle Undlerlayment is a self -adhering, glass -mat reinforced, sand surfaced, S13S modified bitumen roof underlayment, with a 16-inch sheet width; meets A57M D1970. 4.2 Tri-Built SIA HT TU Underlayment is a self -adhering, non -women polyester fabric surfacedr SBS modified bitumen roof underlayment; meets ASTIM 01570 and FRSA/TRt April 2012. 4.3 Tri-Buik smooth HT S/A Underlayment Is a self -adhering, glass mat reinforced, film -surfaced, 585 modified bitumen roof underlayment; meetsASTTA D1970. UM17ATION5: 5.1 This is a building code evaluation- Neither TrinitylERD nor Robert Nleminen, P.E, are, in any way, the Designer of Record for ar,y project on which this Evaluation REport, or previous vers[ons thereof, is/was used for perm[tting or design guidance unless retained specifically for that purpose, 5.2 This Evaluation Reportis not for use in FBC HVHZjurisdietians. 53 Fire Classification is not part of this Evaluat[orF Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Dmign, LM EualuatlonIke port A42964,16,11-RG CertOf7cote vfAvthmicrtion #9503 6" EornOn [2017[ VAC NON-HVHZ EVALUATION FL16048-RS TRI-BUILT Roof Underlaynmemts; (844} 516-14AS Revision 5:09125f2d17 Page 2 of 6 NINITY 1 ERD 5.4 TRUBUILT 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 Authority Having Jurisd1rtion far approval based on this evaIuatlon combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLE 1: RoLIF CDVER OPTIONS Underlayment Asphalt Nail -On Tile Foarn•OnTile Metal Wood Shakes Slate Shingles & 5hiroes - Tri-Bull# Sand-R 5A Shiriale Yes No No Na Yes Yes Underla meat Trl-Bullt S/A HTTU Yes Yes Yes Yes Yes Yes Underlayment See 5.5.1 Na fVa Yes Yet Yes u - -oath HT SjA Yes Underlayrnert 54AL 'Foam -On Tile' is limited to use of the fallowing ApprovPd tilt adhesives f undedayment combinatlons, TAKE 1A: ALLOWARLE TILE ADHESIVE / UNaERtAYMENT COMBINATEON52 Adhsnsive Florida Product Approval Uriderlayments lCP Adhesives Ppiy O AH-160 F16332 Tri- Built VA HT TU Underlayment Dow TileBondTM FL22525 Tri-Built 5/A HT 7l1 Llnderlayment 5.6 Allowable 5ubstra-tes: 5,6,1 Direct -Band to deck: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Suitt Smooth HT S/A Underlayment applied to: PJyw4od; ASTM 041 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM 041 primed Southern Yellow Fine; ASTM D41 primed structural Con Crete. While not required over plywood, 05f5 or Southern Yellow Pi nesu bstrates, TRI-BUILT Materials Group, LLC recommends ixriming the deck if the final roof cover is not stated for installation within 24 hours. Note; TRI-SUILT Materials Group, LLC requires tongue -and -groove board decking be rovered with plywood or OS prior to installation of the self -adhering underlayrnent, 5.6.2 13ond-to-insulation: Tr# -Built SandA SA Shingle UnderJayment, Tri-Bullit SJA HTTJJ Underlayment or Tri-BuiR Smooth HT S/A Underiayment applied to: v Dens Deck Prime; SECUROCK Gypsurn44bsr 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 the systems (Tri-Buitt $/A HT TU Underlayment only), insulation attachment shall be designed by a quallffed design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474, Appendix 0 oe TAS 114, Appendix J. i Refer to Tile Morrafiacturer's or Adhesive Marrufacturer's Florida PraductAppravalfor Overtuming Moment Resrstunce Performance, Exterior Reseawh and Design, LLC. Evalua#ion Report A-0Z MID.12-R6 Ctltr frte Of A u ftfizaffoo #9303 6'" EDMON f Y017) FBC NON-HVHZ EVALUATION FL16040-R6 TRI�6UILT Roof Underlayments; {� 51&1485 Revision 6: 09f25}Z017 PaRe 3 of 6 �PTRINJTY ERD 5.6.3 Bond to MPcho,nlCaIlyAttached Base Laver: Tri-Built Sand-R 5A Shingle Underlayment, Tri-built 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 caverlingsr 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 shell be attached per minimum requirements of FRSAJTRI April 2012 {04- 12). 5.6-4 Wind Resistance for Underlayment tems in Foam -On Tiil A lications: FRWRI 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 loam -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 2D12 (014-12), Appendix Ar Table lA or FBC 1609 far 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 J url sd i ction. Primer, (Optional) ASTM D41 or RESISTO EXTERIOR PRIMER Underlayment- Tri-Built SJA HT TU Underlaymentr self -adhered. 412 Maximum Design Pressure n -57.5 psf; Beck: Structural concrete to meet project requirements to satisfaction of Authority Hawing Jurisdiction. Primer: Soprema Elastocol G0 c Underlayment: T6-Built51A HTTU Undertayment, self -adhered. #3 Maximum Design Pressure = -150.0 Rsf: Deck,. Min. 15I37-inch APAI-rated BCX plywood (may be installed C-side up) to meet project requlrementsto satisfaction of Authority Having Jurisdiction. Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhiU[t adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp splinters and wood projections shall be removed/sanded. Prirner-. (Optional) RESISTO EXTERIOR PRIMER Underlayment: Tri-Built 5/A HT TU Underlayment, self -adhered, shall be thoroughly roil using hand roller aadjar weighted roller to ensure there are no voids, and ensure there are no voids/bridging at side and end-laps- #4 Maximum lbesien Pressure =-WO,p5f, Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction Df Authority Having Jurisdiction. Base She at, Soprema Sopra-G or Modified 5opra-G mechanically attached with nails (FBC 1517-5.1) and tit; raps (FBC 1517.5-2) spaced 6-inch o.c. at the 4-inch laps and 5-inch o.c. in three, equally spared rows in the Center of the sheet- underlayment- Tri-BuiWS/AH7TU Underlayment,seIf-ad hered. E xterlor Research and Design, LLC- EvQluatlon Report A429C0-10.0 -R5 CerE; cafe ojAuMorizalWrr#9503 6'" EDITION 12UI71 FDC PV)N-NVHZFVA1UATION FL1600-R6 TRI-BUILT Roof Underlayments, JE1WJ 516-1485 Revlslon 6, 09J2$12017 Page 4 of 6 TRINITY: ERQ 5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSAJTRI April 2012 IC4-12), Appendix A, Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zane 1 design pressure determined in a=rdance with FBC 1609. In this case, Zones 7 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 WD2, FIVI 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 toss Prevention Data Sheet 1-29 [January 2016} for Zone 2/3 enhancements. 5-7 Exposure Urnitations' Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be legit exposed for longerthan 30-daysafter installation Tri-Built S/A HTTU Underlayment shall not be left exposed for longerthan ISO -days after installation. 5.8 Tile Slippage U nitatia TA5 103 per FRS RI April 2012 04-12 When loading roof tiles on the underlayment in direct -deck 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 ti I es• Town 2: TILE SLIPPAGE LIMITA-HU IS FOR DIRECT -DECK TILE IN2iYALLArio 4s rn Underlayment. Tile Profile Staging Method Slope Flat Max. lt}tile stack 0:12 Lugged Max. 14-tile stack 5:12 Max.10-tile stack (battam 2•tlle stack shallbeirlwerted,tollowedby8tileshigh 6:12 On slope, asshown helow� Trl-Built 5/A HT TLI Ure�erlayment _ Lugged E wte ripe Research and design, LLC. Evbllratiori Report A42960.10J2-M Certlf+cGteafAuthorim4larr#95W 6'"E13ITION12017)FBCNOM-HVH2tVALUATION FL16048-RG TRI-BUILT Roof Url.dtrl*yroents, fAW) 31(,1493 Revision 6: 04f25/2017 Path 5 of 6 TRINITY ERD 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 prime the substrate (if appliCable). 6.3 Tri-BuTlt Sand -It SA Sh inrJe Underla ment Tri-BuiltS A HTTU Underla rnent or Tri- Built Srooattl HT5 A Underlayment• 6.3.1 Shall be installed in compliance with the requirements for ASTM 01970 tinderlayment in FBC Table 15N.1.1 for the type of prepared roof covering to be installed. 6.3.2 Nan -Tile applicatic : While priming is optional, TRI-BUILT Materials Group, 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. Rail 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 passible. Once the entire length of membrane is in place, peel -off the release film diagonally while holding the membrane tight. Firmly rail, broom or hand -press the membrane into place toachieve 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, sealed in accordance with TRI-BUILT Materials Group, LLC requirements. When installing at slopes above 8-12, TRI-SULLT 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 4to 6 foot lengths. Peel the release paper and Center sheet over valley or ridge. grape and press sheet into place, working from th.e center of the valley or ridge in each direction. For valleys, apply the sheet starting at the lowest paint and work Upward- 5.3.3 Tile Apo Iications Tri-Built $ A HT TU Underla ment and Reference is made to FRSAITRI April 2012 tO4-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For foam -on the applications, reference Is made to Section 5.6.4 herein for wind resistance limitations that #all 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 undedayrnent. See Table 2 herein, and TRI-SUILT Materials Group, LLC published requirements for file 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, 13. MANUFACTURING Pt.ANTS: Gulfport, MS QUALITY ASSURANCE f "TY; UL, LLC—QUA9625, (314) 578-3406; k-chancellorPus.u1.c❑m - END OF EVALUATION REPORT - I gerior Research and design, LLC, L'Walparlon Report A.4296D IGAZ-H £erftulre of A&0*orh0tJ0n #9503 E"" EDMON (2017) F6% NpN-HVHZ EVALUATION FL16D48-86 TRI-BUILT Roof UnderLaymentsl 18Wa 516-1455 R¢we5I0n 6: 09125AU17 Page 6 of 6