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Home My WebLink AboutEVALUATION REPORT1. . RECEIVED EXTERIOR RESEARCH & DeWN, UL. - Cerbyimre afAvdroruation 895Q3 JUN 0 3.1019 353 CHRISM STREET, UNIT#13 I OXFORD, Cr 06478 i Permitting Department . St. Lucie county (203) 262-9245 EVALUATION REPORT TRI-BUILT Material &=P, LLC Evaluation Report A4296 UL12-R6 PO Box70 SGAMNE® F116048-R6 Rutherford, N) 07070 BY Date of Lssuancie 10/251 2 (M) 5�-� St. Lucie MAY Reyes°" 6: ��' SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of ppnstruction materials hi the State. of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Cade and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6ei Edtiwt (2017)' Florida B M&X Code sections noted herein. Descwpnom TRt-BUILT Roof Undertayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. - c•UNsnN comvuANim 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, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinityl ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle- ADVERnSEdlENr: The Evaluation Report number preceded by the words -Trinity IERD Evaluated` may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety- inspEcnON: 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 J. through 6- Prepared by: , }�j."+-•,M, -- . y •Y:� Robert J.M.Ntemmen,P.E. - ' �:�...'�',.':...•,` ,ne��usa.i=oo��e.��w,�aa-ate. Roddo Regatration Na 59166, Florida OU ANE1983 .. >.Ea,oslalmv. insa�ax a:a,elaam�vvr�ma dmmrm. CSMJfAt OF InD . 1: TrinitylERD 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 TrinitylERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates 3- Robert Nieminen, P.E. does not havenor will acquire, a financial ingest 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 ' This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any projeann which this Evaluation Report, or previous versions thereof, Wwas used for permitting or design guidance unless retained specifically for that purpose- - RODF)NGQMPONENT EVALUATION: 1. SCDPE: Product Category. Roofing -- Sub -Category: Underlayment compliance Statement iRl-BUILT Roof Underlayynents, as produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the a Edition (2017) Florida Building Code through testing in accordance with the folio ing Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year LSO4.31 Wind Resistance FM 4474 2011 1504 3.1 Wind Uplift UL1397 2032 15(W.6 Accelerated Weathering ASTM G155 2005 1507.2A/ 1507.L1, 15071.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 (04-12) 2012 REFERENCES: Entity Examination • Reference )ate ERD(rST6049) Physical Properties S40540-02.13-1 02/19/2013 ERD (TSr6049) Physical Properties 540540-11.13 11/19/2013 ERD UST6049) Physical Properties 540540.03.14 03/26/2014 ERD W151349) Physical Properties S44870-D4-14-2 04/02/2014 ERD (TSr6049) Physical Properties S44870-04.14-3 04/0ZrA14 ERD.W6049)Physical Properties S44870-04.14-1 04110/2014 ERD (TST6049) Physical Properties 544870.04-14-4 04/10/2014 ERD 0-Sr6049) Physical Properties 543530-02.14-1-R1 05/14/2D14 ERD (TST6049) Physical Properties 543530.0E-14 05/28/2014 ERD (7ST6049) Physical Properties S40E40-10-14 10/31/2D14 ERD (T3T6049) Physical Properties SC7645-02-15 02113/2015 ERD CMT6049) Accelerated Weathering SC8520-04.15 05/27/2015 ERD (rSf6049) Wind Resistance - SC14045-05.17-R1 06/07/2017 UL, LLC(QUA9625) QualityLontrol Muftiple-Ustirg R16814 12/10/2015 UL, LLG (QUA9625) Quality Control - Service Confirmation Exp- 07/18/2020 4. PRODUcr DEsauvricim ' 41 Tri-Built Sand-R SA Shingle Un4ierlayment is a self -adhering, glass -mat reinforced, sandsurfaced, SBS modified bitumen roof under)ayment; with a-36-inch sheet width; meets ASTM D1970. 42 Tri-Su t S/A HT TU UnderlaymeM is a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underiayment, meets ASTM D1970 and FRSA/TRI April2012- 4.3 Tri-Built Smooth HT 5/A under)ayment is a self -adhering, glass -mat reinforced, film -surfaced, Sas modified bitumen roof underlayment; meets ASTM D1970. LIMRATiONs: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Niernmen, 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- _ 53 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. . 6msrer Rewwch and Desk LLC Evarmuen MV=A429E0-MIZ R6 C"WkateefAvdr t=tio l99W3 6' EDmON (2017) FBC NON-HVHZ EVar.OATION Fi16049-R6 TRI-RULLriio& undenaymerC, (67D) 516-1485 fre�ioo 6: W/25/2017 Page 2 of 6 5-4 TRI-BUILT Roof Undedayments 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 A towable Roof Covers: �u..w.:. ..::.v&.'"IR Asphalt'°"_'..✓>;::: U:•.x'a-'sip - _ _ _ - Wood Shalm urht�daymettt c Nail-Onrde Foam-0nTile Metal &shingles e Tri-BuMSand-ISA9ringle Yes No No No Yes Yes U nt Tri-BuittS/AHTTU Yes Yes Yes YES Yes Yes Underlayment Td. ilt Smooth HT S/A Yes No No Yes Yes Yes Underlayment 55.1 "FoamOn Tile" is limited to use of the following Approved the adhesives / underlayment combinations. :Adhesive Florida Product Approval Urlderiayments ICPAdhes;ves Polyset-AH-160 FL6332 T[rBWlt s(A HT TU UndertaYment I c,»cx Tri-RuittS/A 14T TU Underlayment ' 5-6 Ailowable Substrates: - 5.6-1 Direct -Bond to Deck Tri-B tt San" sA Shingle Underlayment, Tri-Built S/A Kf TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASIM D41 primed Southern Yelrow Pine; ASTM D41 primeds ructvrat concrete - While not required overplywood, OSS or Southern Yellow Pine substrates, TRF-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 deddng be covered with plywood or OSB prior to installation of the self -adhering underlayment. - 5.6.2. Bond4n-Insulation: Tri-Bulk Sand-R SA Shingle Underlayment, Trio Suitt S/A HT TU underlayment or Tri-Bulk Smooth HT S/A Undertayment 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 file .systems trn-Built •S/A: Kr :r 1..S)ndeday'ment bnlYl insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with Ftv14474, Appendix D or TAS 114, AppendixJ. 1 Refer to Tile Manufacturers or Adhesive Manufacturers Florida Product Approval far Overturning Moment Resistance Performonce e rmr R�{a & aMa DeslgD, �� 4t Evaluation Report A42960-10.126 rgyluoreafgadrar¢oaon995a3 S° EWRON 12017) F&C THIN-Hyt2 EVAUATIGN Reveon 6: 09/25/203.7 TRl-BUILT Roof UndedaYnme .(800)516-1485 Page of r ' t �!Em 5.63 Bond to Mechanically Attached Base laver . Tri-Bulk Sand-R SA Shingle Underlayment, Tri-Buik S/A Il T TU Underlayment or?ri-Bulk Smooth HT S/A Underlaymerrt applied to: A517M D226, Type I or ii felt For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements_ For installations under foam -on file systems (fri WRt S/A HT TU Underlayment only), base layer shall be attached per minimum requirements of I`RSVM April 2012 (04- 12) SAA _Wind Resistance for Underlayment Systems in Foam -On Tile APolicatfors: FRSVM April 2012 (04.12) does not address wind uplift resistance of all underpayment systems beneath foam -on 'die systerns, where the underlaymert fors part of the load -path- The foaowing wind uplift limitations apply to direct -deck underlayment system that are not addressed in FRSA/TRI Apra 2012 (W.24 and are used in foam -on file 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 to1 margin of safety per FBC 15 "has already been applied). Refer to FRSA/M April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind pressures_ #1 Maximum Design Pressure =-45.0 osf: Deck: Min. 15/324nch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer (Optional) ASTM D41 or RESISCO EXTERIOR PRIMER Undedayment Tri-Built S/AHTTU Undedayment, selfadhered_ #2 Maximum Design Pressure ==6J.5 ost ' Deck: Structural concrete to meet project requirements to satisfactiop of Authority Having ' Jurisdiction. Primer: • Soprema Elastocol 600c Undedayment T643uilt SAW TU Underlayrtent, self -adhered. #3 Maximum Design Pressure=-150.0 list Dectc Min. 15/32-inch' APA-rated BIX 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 sliall be'drven flush with the surface. All sharp a splinters and wood prcjections shall be removed/sanded_ Primer:' (Optional) RESISTO EXTERIOR PRINTER . Underlayment Tri-Built S/A HT TU Undedaymerd, self -adhered, shall be thoroughly roll using hand roller and/or. weighted roffer to ensure there are no voids, and ensure there are no voids bridging at side and end4aps_ #4 Maximum Design Pressure =-60.0 rrsf: Deck Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority ' Having Jurisdiction.. Base Sheet: Soprema Sopra-G or. Modffied Sopra-6 mechanically attached with nails (FBC 1517.5.1) and tin caps (FBC 15175.2) spaced (SAnch o.c at the flinch laps and 6-inch o_c. in three, equally spaced rows in the center of the sheet Underlayment: Tri-BuiftS/ANTTUUnderlayment, selfadhered. Eeterior Research and Design, I.I.C. Evaluation RePortA4Z960_1QaZ-R6 CaZfs ofAud-n—tbn&9.5Qi 6° EomoN(2017) fac No.4-RVHZ EVAma(m R26048-96 TR4al1R.T Roof Underlaymentg (800) 516148.5 ' R&v sine 609/2S1=7 Page4of6 gERD 6. INSTALLATION' 6.1 TRHWILT Roof Underlayments shall be installed in accordance with TR)-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)_ 63 Tri-Bunt San" SA Shingle Underlavinent Tri-Built 5/A HT TU Underlavment or Tri-Bur'It Smooth HT 5/A UnderlavmenC 63.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507AAfor the type of prepared roof covering to be installed. 63-2 Non -Tile applications: While priming is optional, TRI-WLT 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. 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 Finely roll, broom or hand -press the membrane into place to achieve a bond. m Horizontal seas should be minimum 3-ink:hes, 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 arslopes above 8:12, TRI-BUILT Materials Group, LLC recommends back- ailing in the overtap.area at the top of the street at 12-4nch o-c For Valleys and Ridges: Cut underiayment into 4 to 6 foot lengths- Peel the release paper and center sheet over valley or ridge- Drape and -press sheet into place, woridng from the center of the valley or ridge in eachdirection- For valleys, apply the sheet starting atthe lowestpointandwork upward. 6-3.3 Tile Applications 1Tri-Bui1t5/AHTTU Underiavment only): Reference is made to PRSA/M April 2012 (04-12) Installation Manual and Table 1 herein, using the Instructions noted above as a guideline. . FGOkiam-on tile applications, reference is made to Section 5.6A herein for wind resistance limitations that fall outside the scope of FRSAfM April 2012 (04-12). Tile shall be loaded and staged in a manner that prevents tile. slippage and/or damage to the • underiaymenf. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for the staging 7. BUILDING PERMfT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. . & MANUFACTURING PLANTS: Gulfport, MS 9. • QuAury ASSURANCE&MTY: UL, LLC - QUA9625; (314) 578-3406; k.Ehancellor@us:ul.com - END OF EVALUATION REPORT- E>bri" a- _ 0^ ,rn, LTC. Evaluation lieport A41960-10.32.n6 roO afAWraraalim,L950:i a EUMON(M7) FSC NON41VHZ EVALUATION Fl16048-96 Tat -BUILT PA& Uodedayme; (MG) 961485 aev6inn s:49125/2017 Page 6 or 6 N `4j M RD 5.6A_1 For mechanically attached fuse Sheet the maximum design pressure for the selected assembly shall meet or exceed that required under FkSA/TR! April 2012 (04-12), 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, Zones 2 and 3 shall employ an attachm8nt 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 22.10.1 of FM foss Prevention Data Sheet 1-29 (January 2016) for Zone Zf3 enhancements. 5.7 Exposure Umitations: 764kalt Sand-R SA Shw4le Underiayment or Tri$uik Smooth HT S/A Underiaymer)t shall not be Left exposed for longer than 30-days after installation TriaM S/A HTTU UM6j%qMd shall not be left exposed for longer than 18D-days after installation- 5-8 Tile Slippage Limitations (TAS 103 per FRSAtM April 2012 (04-121): When loading roof tiles on the underlayment in direct -deck file assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof ...> .. _ ...- - - Under)ayrnent . Tile Profile Staging Method Maximum Slope Flat Max-10-tHe stack 6-12 Lugged Mac 10-tile stack 5:12 ' - - Max-10-tie stack (bottom 2-tile stack ' shall be inverted, followed by 9 tiles high 6:12 on slope, as shown below) - Tri-Buin S/A HT TU Underlayment '?t . Lugged. aderlor Re;eard, aad D +E n.G afnudwr&8 b` EDMON t2 7) FSC NW IVH ELIILUATION� TRFMUcr Roof UndTi.V ent.(SOD)S Z485 E%%k a>mnReporsa4296o3o.u-R6 ntcoas-Re h. Revisions 09/25/2 7 mac' P+gBs oP6 �