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Home My WebLink Abouttribuilt httu4113l M iloodsLBuildingOmir(Mint Business * Professional Regulation BOS Horne Leq In I User 11"i:.7akim Htk Top�ti Subfnil. Surcharge. Stets 9 I-adL% PuhlirStnm OmtaGt Ul { Rem SrW MV I LIB swo dborcl, Produck Approval USER: PU GIG UWr Apptlrtaki0h List Search Cri4Grid Code Versl&n 2O17 FL# 160413 ApplicationTyp,2! ALL Produa Manufacturer ALL Category ALL Subcategory ALL AppllcalUon Status ALL Compllailce Method +ALL Quallty Assurance Entity ALL Quallty Assurance Entity Contract Expired ALL Product Model, Number or flame ALL Product Descrtptlan ALL Approved for use in HVHZ ALL Approved for use outsrde HVHZ ALL Impact Resistant ALL Design Pressure ALL [rther ALL Search Results - 4p9licotions MI IVA&-MHllaiacturer Validated Ry MaLuitt FL16d49-kL6 Revision Trl-Built Materlals Grauer LLC 34hn W. KneZeuichr PE Approved H+y ry Cataoom; RoofIrLg (9.54) 772-6224 Suhcateyory: Underlayments *Fyprwed by OaPR- ,'Ipprove c try D e*ft shell try One P6c ar &pe cthe Comrnlsslon Ir necessary. ChnLarrlLc Phone. 659--087-1B2-0 The State or Florida Is an AgfEEO employer- { IGht 29074013 State of Florida, :: Prlmgy 5tyUrnent Wync $tatament sunder FIDnom Ipw, grnAll aoWessm are pubLK roOPPds- it you d4 n9t want y4eF e-mPil 440Fess r4dmsmd in rexporM to a pu41ic-recoI& request, do eiOt send electronic mail to Lhii m utY. ]rstppp, O4nt4ra tha Vfu" W phana rF by tradshonel rnpd. V you here arty quest, ns, pledi8OnMucL 8EM-467-13a5- *Pursuant tO SeUMOrl 455.275(1), Raride SteiWms, Ckttive Cumber 1, 2012, Ie nimbi lk*rcw!d under Chapter ASS. F.S. must prbeiae the Oepaetumeritwith ark ernas address itlhey have 4f%e- The em ns proa's'Jed ra.W be used Ric dFiciel bommui"Litm with the licensee. HOr�r email addresses aye public , ecof-j, it you do not w6h to supply a pemnal addfess, please prajAtle the DK arfitre rit with an email address xRilch can be oracle ava aMe to the public. Tc rewrni a It yct, are a nGer Ae undw Chapter 455r F.5,r Fleas@ OIGk zi . Mduet Approval Acaepta; ®®®0® i-e,j:,. lard safe httlii:.'xxw.BnuidBhutldingsrgllsrlllr 8��&t.RSQF. i,l (rTRINITY ERD EVALUATION REPORT TRI-BUILT Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800) 516-1485 EXTERIOR RESEARCH & DESIGN, I.K. Certificate of Aijthor�ratian #9503 353 CHRISTIAN STREET, INNIT#13 OXFORD, CT 0 478 {203}262-8245 Evaluation Report A42960.20.22-R6 1"11.16048-1136 Date of Issuance: 10f 25/2012 Revision 6: 09/25/2017 SCOPIE: 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 Bu€lding Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the (it' Edition J2017) Florl;da Building Code sections noted herein. DesckIartoN: TRI-BUILT Roof Underlayments LAsEuftQ: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONnNUEo COMPLIANCE: This Evaluation Report is valid until such time as the named products) changes, the referenced Quality Assurance documentation changes, or grov1sions 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 changes. Trinity I ERD requires in complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle_ AmEATUMENT: The Evaluation Report number preceded by the words grinity] 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_ INSPEcnom- Upon request, a copy of this entire Evaluation Report shall be Inrovided to the user by the manufacturer or its distrihutors and shall de available for inspection at the job site at the request of the building Official, This Evdluat€en Report consists of pages 1 through 6. Prepared by: Robert J.M. Niernineri, P.E. Plorida Registration No, 59166r Florida ACA AN€1981 The fac"Lle seal appearin x rIFW4,d by Pobat Nka inen. P.E. on oytL512017. Thix daea rot larva as an a 2cbwWcallV:Ipnen d OS4T4M. aRTIFICA110N Of IHORPEN"NCE: I_ TrinityIERD does not have, nor does it intend to acquire or will it acquire, a financial interest in arty corn parry manufacturing or distributing products it evaluates_ 2. Trinity I ER D is not owned, operated or rwitroiretf Iay a ny company manufactu ring or distri buting products it evaluates. 3. Robert Nientirkan, P.E. dogs not have nor will acquire, a financial interest in any tom pang manufacturing pr distributlrfg products for which the evaluati4Dn reports are being Issued. 4. Robert Niemirien, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a bullding code evaluation. Neither Trinity 15R13 nor Robert NlemInen, P.E. are, in arty wayr the Dislgner of Record for any project on which this Evaluation Report, or previous verslons thereof, is{was used fvr permitting or design guidance unless retained spetifiCally fOT that purpose_ ��TRINITY' ERD ROOFING COMPONENT EVALUATION'. 1. scopl:: 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 6* Edition (2017) F[orlda Bu[Iding Code through test[ng In accordance with the following Standards. Compliance is subject to the In5taIIation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section 1504.3.1 1504.3.1 1504.6 1507.2.4 / 1507.11, 1507.2.9.2 1507.3.3 3, REFERENCES: Ent[N ERE);TST6049� ERD M>T6Q49� ERD JST604a� E FkD {TST604% ERD (TST6049) ERD (TST6049) ERD {7$TfiQ49) E RD {TST600 ERD(TST6049) ERD (7ST6049) ERD (TST6049) ERD (TST6049) ERD (T5T6049) UL, LLC. (QUA9625) UL LLC. (QUA96751 Property Wirid Resistance Wind Uplift Accelerated Weathering Physicai Properties. Physical Properties Examination Physical Properties Physical Properties Physical Prpperaet Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Phoral Prapertles Physical Properties Acrelerated Weathering Wind Resistance Qual Ity Control Qual Ity Control Standard FM 4474 U L 1897 A$TM G155 ASTM D1970 FR.5AJTRI April 2012 (04-12) R er nce $40540.02.13-1 $40540.11.13 S4054D.03-14 S44870.04.14-? 544976.04.14-3 S44970.04-'14-1 $44870.04.14-4 S43530.02.14-L-R1 543530.05.14 W540.10.14 SC7645.02.15 50520.04.15 SC14045.05.17-R7 Multiple -Listing R16314 5ervicft Confirmation Year 2011 2012 2605 2015 2W Date 02/19/2013 1x{29{2013 03f2{/2014 04/02/2014 04/0212D14 04f1012014 04f 10f2014 OV1412024 05128f2014 10J3112014 02f1312015 05/27/2015 06/07/2017 221101201E, Exp- 07J1$f 2020 4. PRODUCT DESCRIPTimi-, 4.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adher[ng, glass -mat reinforced, sand surfaced, SBS modified bitumen roof underiayrnent, with a 36-inch sheet width; meets ASTM 1)1970_ 4.2 Tri-Built SfA HT TU Underlayment i5 a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment; meets ASTIwf D1970 and FRSAJTRr April 2012. 4.3 Tri-Built Smooth HT SfA Underlayment Is a self -adhering, glass -mat reinforced, Film -surfaced, SBS modified bitumen roof underIayment; meets ASTM D1970. S. UMlTAT1()N5: 5-1 This is a building code evaluation- Neither Trinityl ERD nar Rubert Niem[nen, 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 Depart is not for use in FBC HVH2 jurisdictions, 5.3 Fire Classification is nut part of this Evaluation Report; refer tD current Approved Roofing Materials Mrectory for fire ratings of this product, EXMF10r Research and Design, LLC, EUallla[ion Report A42960,1D.12•R6 Certftwe ofAudro &vtian #9.503 6' EDrFlOra [2017j PB[ NON-HVHF EVALUATION F11604M6 TR"MLT Roof Uriderliymsmts; IM01 5164AS$ Rewulion e 012512411 2411 Pogezvf6 �4 TRINITY ERD 5.4 TRl-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 Authorlty Having Jurisdiction far approval based on this evaIuatlon combined with supporting data If or the prepared roof covering. s.s Allowable Roof Covers' TABLE 1: ROOF COVER Dp noN5 Underiayment Asphalt Hail -on Tile Foams -On -rile metal Word Shakes -gate 5frinSle5 & Shiroes Tri-Suilt Sand-R SA Shins ,Ie Yes Na No No Yes _ Yes Underlayment Tri-Built S/A HTTU Yes Yes Yes Yes Yes Yes Underlayrnert See 5.5,3 No No Yes Yes Yes 7rrgu maoth HT S/A Yes Urrderlaymeryt s.S.I "Foam-0n Tij&r i5 limited to use of the following Approved the adhesives / unberlayment combinations - TABLE 1A: ALLOWABLE TILE ADHESIVE/ UNDERLAYMENT COMR114ATIONS L Adha2 ve Nor Ida Product Approval Underlayments lLP Adhesives Palyse' e' AH-160 f1_6332 Tri -BulIt S/A HT TU Underlayrnent Tri- BuiltS/AHTTUUnderlayrnent DowTilegondr" FL22525 5.6 Allowable Substrates' 5,6,1 Direct -Band to Deck: Tri-Built $and-R SA Shingle Underlaymerrt, Tri-Built SfA HT TU Underlayment or TN -Buie# Smooth HT S/A Underlayment applied to, Plywood; ASTM V41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellowy Pine; ASTIVI D41 primed Southern Yellow Pine; ASTM D41 primed structural con Crete, While not required over plywood, CS6 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 hour5. Note; TRI-BUILT Materials Group, LLC requires tongue -and -groove board decking be rovered with plywood or OSB prior to installation of the self -adhering underiayment, 5.6.2 Bond -to -Insulation; TO -Built Sand-R SA Shingle Underlaylment, Tri-Bullet S/A HT TU Underlayment or TO-BuTit Smooth HT S/A Underfayment applied to: ? Dens Deck Prime; SECUROCK Gypsum -Fiber Roof Board - For installation under mechanically attached prepared roof coverings, insulation shall by attached per minimum requirements of the prepared roof covering manufacturev'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 qualifled design professional and installed based on testing of the insulation/underlayrnent system in accordance with FM 4474, Appendix D or TAS 114, Appendix J- j Refer to Tile Monufacturer's or Adhesive Manufa turer',s Florida Product Approval for Overturning Mamerrt Resistvnce Performance. Ext4nior ReseaTch and Design. LLC, Evaluation Repork A4129 11).12-Rt Cedrf erte Of A urW0z& i0A #9503 6' EDITION {3017} FBC NON-HVHZ EVALtIATI ON FL16D8&R6 Till -BUILT R*O Underl"ftts: [SOD) 51&1 85 9ew16Wn 6: 0912512017 Page 3 of 6 Q'OTRINITY ERp 5.6.3 Bnr.d _o MechanlCaIlyAttached Base Layer 'fri-guilt Sand-R SA Shingle Underlayment, Tri-Built $/A HT TU Underlayment or Tri-built Smooth HT S/A Uncterlayfnent applied to, , ASTM D226, Type I or 11 felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements- For installations under foam -an the systems (Tri-guilt S/A HT TU Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04- 14 5.6-4 Wind Resistance for Underlayment 5ystgrris in Foam -On Tile Application ; FRSA/TRI 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/TRt April 2012 (04-12) and are used In foam -on the applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowaWe 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 Dr FBC 1609 for determination of design wind pressures. #1 Maximum Design pressure=-45.0 Deck; Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurlsdlction- Prirner, (Optional) ASTM D41 or RESISTO Ek ERIOR PRIMER Underlayment; Tri-Bu11t S/A RT TU Underlaymentr self -adhered. #2 Maximum Design Pressure = -67.5 us ; Deck, Structural rancrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Soprema Eiastocol 6WC Underlayment: Tri-Built S/A 1 T TU Underlayment, self -adhered. #3 Maximum Desijzn Pressure = -150.0 psi: Deck-. Min. 15/32-inch APA-raked 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 inhilait adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp splinters and wood projedionsshall be rernoved/sanded. PrJmer- fOptiona1) RESISTO EXTERIOR PRIMER Underlayment_ Tri-Built S/A HT TU Underlayment, self -adhered, shall be thoroughly roJI using hand roller andjar weighted roller to ensure there are no voids, and ensure there are no voids/bridging at side and end-laps- #4 Maximum Desip-n Pressure = -WO W, Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisd[ct[orl- Base Sheet, Soprema Sopr" or Modified Sopra-C, mechanically attached with nalls (FBC 1517-5-1) and tiro raps (FBC 1517.5-2) spaced 6-inch ox. at the 4-inch laps and 6-inch ox. in three, equally spa€ed rows in the center of the sheet- Underlayment_ Tri-Built S/A Hfi TU Underlayment, self -adhered. EktCriar Research arxd Design, LLC- Evaluation Report A42960-10.12-R$ Certiffeare of Authoriza6un#9503 CT EDITION 12D17} F$C NON.HMHZEVALUATION FL16M-R6 TRI43ULTRed LWderigymwnts; (SM 516.1455 Rcvlslpn $' 09f2$i2017 Page 4 of 6 TTRINITY ERD 5.6.4.1 For mechanically attar-hed Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSAJTRI April 2012 (04-22), Appendix A, Table 1A. 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, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure cfiteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Preventiont Data Sheet 1-29 2n6 Rooting Application 5tan&rd 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. 53 Exposure Limitations! Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT SIA Underlayment shall not be left exposed for longer than 30-days after installation Tri-guilt S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation. 5.8 Tile Slippage Limitations TA 103 per FRS RI April 2012 04-1 ; When loading roof tiles on the underlayment in direct -deck the assemblies, the maximum roof slope shall be as follows. These slope limitations ran only be exceeded by using battens durang loading of the roof ti I es, TAatk 2: TILE SLIPPAGE LimurAnoNS FOR DI REM DEcK TILE INSTALLATIONS Underlayment Tile Profile Staging Method MaxIrrlumSlope - Flat Max. 1c-tile stack 6_12 Lugged Max. 10•tile stack 5:12 Max. 10-tile stack (bnttom 2-tlle stag€ shaIIbeirtiverted,followed byatileShigh 6;12 on slope, a9 shown he low) Trl-guilt S/A HT Tll� ll3,tl�rla+�ment Lugged EMrW Re9earch and Oviign, LLC. Evalu.&tjon Report A42960.10.12-H Certrwft gAu0mFhn nw6ryMB e�" EDITION (1017) FBC NON-HVHZ EtirA1UAT10N FL16049-RG TRI-BUILT Root UmlerlaWments, [MOD) 516-1405 Revision 6; 09/15/2017 Page 5 of 6 QP TRINITY ERD 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlaymerlts 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 Nose 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-BuTit Sand-R $A Sh irk0e Underla ment Tri-Built 5 A HT TU Underla ment or Tri- Built Smooth HT 5 A underlayment• 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 t,nderlayment in FBC Table 1507.1.1 for the type of prepared roof rovering to he installed_ 6.3.2 Non -Tile application.= While prirning is optional, TRI-BUILT MaterlaIs Group, LLC recommends priming the deck if the final roof cover is not slated far 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 passible. Once the entire length of membrane is in placer 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 lea 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 belowr sealed in accordance with TRI-BUILT Materials Group, LLC requirements. When installing at slopes above 8,12, TRI-BUILT Materials Group, LLC recommends beck -nailing in the overiap area at the top of the sheet at 12-inch o.c. For Valleys and Ridges= Cut u n derl ayrne nt into 4 to 6 Foot lengths. Reel the release paper and center sheet over valley or ridge, Drape and pass sheet into place, working from the center of the valley or ridge in each directlon. For valleys, apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Aoin Iications Tri-Built $ A HT TU Underla ment and ; Reference is made to FRSA/TRI April 2D12 (04-12) Installation Manual and Table 1 herein, using the instruct lons 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 FRWRI 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 file staging. 7. BUILDING PERMIT REQUIREMENTS: As required by the Bull ding OffidaI or Authority slaving Jurisdiction in order to properly evaluate the installation of this product, & MANUFACTURING PLANTS: Gulfport, MS 9. QUALITYAsSURANCE ENTITY, UL, LLC—QUA9625, (314) 578-34 , k_chanceIIDr@us. u1.Conn -IENDOF EVALUATION REPORT - fK#erlpr Reseiffdh and design, LLC, Ewpllwtlon Report A429Gb.10.1Z-R6 £&Iftwe of AvrkorrzaNan #9503 5'" EDMDN (2027) r8C NON-HVHt EVALUATION FL160"_06 TR6HUILT Roof UnderkymentS; l000) 51fr1A8S R¢wisian 5; 09125fN17 page 6of6