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Home My WebLink AboutPRODUCT APPROVAL& EVALUATION REPORT ROOF UNDERLAYMENTSa ar a ,. ,s �- nr ,; �' �,�� ,-�• £ ..yam U � g , c n BCIS Home ;log in i User Registration , Hot Toplcs �l 5ubmit.Surcharge "Stats.8& Facts Dub1l atians; i --SC Stiff BCis Sire Map ";. ' Links Search f Product Approval oSEW Public User �•t'�"'`'� •�'?—" >. .i1 9it1icaYon 4c nrrh > y Iiraz+n:YLis! >. AppIleation Detain WIN., FL # FL16048-KS Application Type Revision Code Version 2014 . Application Status Approyed Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 01 Tri-SUIlt Materials Group, LLC PO Box 70 Ruthecford,,.NJ: 0707Q (800) 5164485 `david. ruiz@tribuiltmg.com David Ruiz david. rui2®tribuiltmg.rom David Ruiz 25..0 Route 17 North East Rutherford, NJ=07073 (20z) 842-2449, david, ruiz@tribuiltmaterialsgroup.com RoofiJig Underlayirients Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i a Evaluation Report -. Hardcopy Received Florida Engineer:orArchitect Name who developed Robert Nierhinen the Evaluation Report Florida iA6rise PE-59166 Quality Assurance Entity UL LLC: Quality • Assurance Contract Expiration Dale 67hW2020 Validated By John: W.Knezevich, PE IIZI.. Validation Checklist - Hardcopy Received Certificate of Independence p =i,i'" 8 RS' CCL; T0:f7 u04 Q G, i_ itiemiilg0 Referenced Standard and Year (of Standard); Standard Year ASTM D1970 2009. ASTM-•G 'S5 2605 _ FM 4474 2004 FRSA%TRI"April 2012 (04-12) 2012 TAS 103 1995 UL1857 2004 Equivalence of Product Standards Certified By File copy yam_ Sections from the Code Product Approval Method Method 1 OptJon D Date Submitted' 06/2/Z01Z Date .Validated 06/13/2017 Date Pending FBC Approval 06/19/2017 Date Approved 08/08/20i7 Date Revised 09125/201'7 Summary of Products FL # Model, Number or Name Description 16048.1 TRI-BUILT'Roof Underlayments self -adhering, modified bitumen roof underlayments Limits'of Use Installation Instructions• Approved#or use in HVHZ: No FL1 ;048 RS .111 201 5 F[NAI FR 1:R Approved for.use outside HVHZ: Yes 1�iAj�iNrl }?! AYhicidSS Ft t0g8(, ±f Impact Resistant: N/A Design Pressure: -bN/A/-150 Verified By: Robert Nleminen PE-59166 Other: 1.) The design pressure noted herein pertains to use Created by Independent Third :Party: Yes Evaluation Reports of foam-omtile systems overtop the self -adhering underlayment for one particular application. See ER. Section FLI60 8 RS H8.2t)17 6 :� �t�� Fz�R�1= aUi)T UNDERL*,,h ENTS. FL145j2 5. df 5.6:4 for details. 2.) Refer to ER Section' 5. for other Limits of Createdby Independent. Third Party! Yes Use. Contact Us :: 2601. f3fair Stone Road Tallahassee F 32349,Phones 850.487-18�' The State of,Fiorhla is an M/EEO employ&; Convrinht 2007-20I3 StatA of F106ild :: Pri'vacv Statement :: Accessihility Statement -Re .0d Statement Undar FfOrida law, email addresses are,pubric records. If you do ogtwant. your e-mali:address releasedin response to a public -records, request, do'not send,electronic mail to this entity. instead, contact the. office by phohc or by traditional mail if you have any questions, please CnntaCt 850.487.1395. *pursuant to SW(0M 455,275. (1), Florida Statutes; eEtectWe OUcber 1,'2012, licensees licensed under Chapter 45S F.S. must provide the. Deparcmentwith on einail address if they have one. The ,,malls provided may 1.. used for of iciii1 comtnunicaut. with the licensee_ However email addresses: are.pubii-record. ir,yeu do not wish to supply a personal address, Please provide.tha Department with an email address which can be made available to the publiq; To datereifne.if ypu;are.a ticehseeunder Chapter4S5, F:S., please ckk here . Product Approval Accepts: Sao Y I ERD EVALUATION REPORT TRI-BUILT Materials Group, LLG EXTERIOR RESEARCH & DESIGN, LLC. Certificote of Authorization #9503 .453 CHRiSTIAN STREET, UNIT,#13 OXFORD, CT 06478 (203)262-9245 Evaluation Report A42960.10.12=R5 PO Box 70 171,16048-115 Rutherford, NJ 07070 Dateof Issuance:10125/2012 (800) 516-1485 Revision 5: '06/12/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules. and regulations. governing the use of construction materials imthe State of Florida. The dacumentatio.n 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: a Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited:Ctuality Assurance Agency noted herein. CONTINUED COMPLIANCE: 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. productchange. 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. ADVERTISEMENT: The Evaluation Report number preceded by the words: "Trinityl 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: 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 J.M. Nieminen, P.E. Florida Registration No. 59156, Florida DCA ANE1993 lhefacsimite seal appearing was authorized by Robert: Ylerninen, P:E.cn06f12/2D17: Thls tlo3s pat serve as an eleGrontwlly s(grictii dbaiment 3tsned, seated harampies have been transmitted to the Product Approval Administrator and tothe named drent 'crtRTmcATtON OF INDEPENDENCE- 1. Trinity 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. Trinity ERD is not owned, operated or controlled 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, 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 Trinity ERD not Robert Nieminen, RE. are; in any way, the Designer of Record for any .project on which rthis Evaluation Report; or previous versions thereof, islwas used for permitting or design guidance'unless retained specifically for that purpose: TRINITY 1,ED ROOFING COMPONENT EVALUATION: 1. SCOPE:. Product Category: Roofing Sub -Category: Underlayment Compliance Statement: TRI-BUILT Roof Underiayments; as produced by TRI-BUILT Materials Group, LLC, have demonstratedcompliance with the following sections of the Florida Building Code through testing in accordance with the following,Standards. Compliance is subject to the Installation Requirements and Limitations /'Condition's of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Resistance FM 4474 2004 1504.3.1 Wind Uplift UL 1897 2004 1S07.2.4, 1507.2.8, 1507.2.9.2, Physical Properties ASTM D1970 2009 1507.4.5.1, 1507.5.3, 1507.7.3 1504.6 Accelerated Weathering ASTM G155 2005 1507.3.3 installation Practice FRSA/TRI April 2012 (0442) 2012 1523.6.5.2'.1 Physical Properties TAS 103 1995 3. REFERENCES: EntM Examination Reference Date ERD (TST6049) Physical Properties S40540.02.13-1 02/19/2013 ERD (TST6049) Physical Properties S40S40.11.13 11/.19/2013 ERD (TST6049) Physical Properties S40540.03.14 03/26/2014 ERD (TST6049) Physical Properties S44870.04,14-2 04/0212014 ERD (TST6049) Physical Properties 544870.04.14-3 04/02/2014 ERD_(TST6049) Physical Properties 544870.04.14-1 04/10/2'014 ERD (TST6049) Physical Properties S44870.04.14-4 04/10/2014 ERD (TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014 ERD (TST6049) Physical Properties 54.3530.05.14 05/28/2014 ERD (TST6049) Physical Properties 540540:10.14 10/31/2014 ERD (TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD (TST6049) Accelerated Weathering SC8520.04:15 05/27/2015 ERD (TST6049) Wind Resistance SC14045.0S.17-121, o6/07/2017 UL, LLC,-(QUA9625) Quality Control Multiple-Listing916814 09104/2015 UL, LLC. (QUA9625) Quality Control Service Confirmation Exp.10/16/2017 4. PRODUCT DESCRIPTION: 4.1 Tri-Built Sand-R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand_surfaced, SBS modified bitumen roof underlayment,. with a36-inch sheet width, 4.2 Tri-Built'S/A HT TU. Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment 4.3 Tri' Built Smooth HT S/.A Underlayment, is a self -adhering, glass -mat reinforced, film -surfaced, SBS modified bitumen roof underlayment. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity ERD 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. 5.2 This Evaluation Report is not for use in the HVHZ. Exterior iteseamh and 6eOgn, LLC. Evaluation ReportA42960.30:12-RS. Certryicote of Authorization #9503 FBC NON-HV,H2 EVALUATION FL16048-RS Tri-Built Materials Group, LLC. Revision,51: 06/12/2017 Page 2 of 6 ',,if-tRINITY :+ 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings -of this product. 5.4 TRI-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 Authority Having' Jurisdiction for approval based on this evaluation, combined with,supporting data for the. prepared roof covering. 5 5 Allowable roof covers applied atop the Underlayments are as follows: - 7 »L f {!" lT S = �,.5 �' : _ lyy ki".3 P`St itY Y=b.. kFi TpRpol CavROnoNs >. ,r ..._. f sixtg Underlayment :Asp:hal7t Nail-OnTile Foam -On Tile Metal Wood Shakes & Shingles plate Tri-Built Sand-R SA.Shingle Yes No No No Yes Yes Underlayment Tri-Built S/A HT TU I Yes Yes Yes YeS Yes Yes Underlayment E( See 5.5.1 Tri-BuiltSmooth HT S/A yes No No Yes Yes. Yes Underlayment 5.5.1 "Foam -On Tile" is limited to use of the following Approved the adhesives -unless tensile adhesion / long term aging data from an accredited testing laboratory.is provided. Tri-Built S/A HT TU Underlayment with ICP Adhesives "Polyset AH-160" (FL6332), or.Qow Chemical "TileBondTl'.RoofTile Adhesive" (FL717) 5.6 Allowable substrates are noted below: 5.6:1 Direct -Bond to Deck; Tri=Built Sand-R SA Shingle Underlayment, Tri Eiuiit S/A HT TU Underlayment orTri-Built Smooth HT S/A Underlayment applied to: Plywood; ASTM D41 primed plywood; OSB; ASTM- D41 primed OSC; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrei;e. 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. 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. under] ayment. 5.6.2 Bond -to -Insulation; Tri=Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built:Sm"ooth HT S/A Underlayment applied to: Dens Dec[(Prime; SECU ROCK Gypsum -Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirementsof the prepared roof covering manufacturer's Product Approval. For installations under foam -on, tile systems (Trii-Built S/A HT TU Underlayment only), insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474, Appendix 0 or 114, Appendix J. Exterior Research and Design, CLC.. Evaluation Report A42960.10..12-RS Cerdficote of Authorization #9503 FBC NON-HVHZ EVALUATION, FUS048-95 Tri-Suiit Materials Group, I.I.C. Revision S. 06/12/2017 Page 3 of 6 i I ERR 5.6.3 Bond to Mechanically Attached Base Laver: Tri-Built Sand-R'SA Shingle Underlayment, Tri-BuiltS/A HT TU Underlayment or Tri-Built:Smooth HT S/A Underlayment applied to: ➢ ASTM D226, Type. I or Il 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 minimum requirements of FRSA/TRI April 2012 (04- 12). 5.6.4 Wind Resistance for Underlayment Systems in Foam=On Tile Apnlicationsz' FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systerns beneath foam -on tile 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 20,12 (04-12) and are:used in foam -on the 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 =2012 (04-12) or. FBC. 1609 for determination of design wind pressures. 5.6.4.1 Maximum Design Pressure=-45.0 psfr 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 HTTU Underlayment, self -adhered. 5,6.4.2 Maximum Design Pressure- -67.5 psf: Deck: structural concrete to meet project requirements to .satisfaction of Authority Having Jurisdiction. Primer: Soprema Elastocol 600c Underlayment: Tri-BuiltS/A.HTTU Underlayment,.self-adhered. 5.6.4.3 Maximum Design Pressure = -150.0 psf; Deck: Min. 15/32-inch APA-rated BCX plywood (may be. installed C-side up) to meet project requirements to satisfaction of Authority Havinglurisdiction. Deck. Preparation: Plywood shall be thoroughly cleaned :to remove dust and debris that may inhibit adhesion. Ail 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 TU. Underlayment, 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. 5.6.4.4 Maximum Design Pressure = -60.0 Ofi Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having. Jurisdiction. Base Sheet: Soprema Sopra-G or Modified 5opra-G mechanically attached with nails (FBC 1517.5.1) and tin caps (FBC 1517.S.2)spaced, 6-inch o.c..at the 4-inch laps and 6-inch o.c. in three, equally spaced "cows in the center of the sheet. Underlayment: Tri-BuiltS/A HTTU Underlayment, self -adhered. 5.7 Exposure Limitations: 5.7.1 Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left exposed for longer than 30-days: after installation 5.7.2 Tri-Built S/A HTTU Underlayment shall not be left exposed for longer than 180-44ys_after installation. Exterior Research and Design, > LC. Evaluation ReportA42960.10.1yR5 FBC NONrHVHZ EVALUATION Ft1604&RS Certificate of Auihorizarlon #9503 Revision 5: 06/12/2017 Tri-Built Materials. Group, LLC. Page 4 of 6 I :r=RD 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 ap'plicable). 6.3 Trn Built Sand R SA Shingle Underlayment TO Built S/A HT TU Underlayment or Tri-SuiifSmooth 'HT S A Underlayment 6.3.1 Shall be installed. in compliance with the requirements for ASTM D19,70 underlayment in FBC Sections 1507 for the ;type ofprepared roof covering to be installed, 6.3.2 Non -Tile applications: 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. 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 roil, 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 2-ft from verticalseams. in the course below; sealed. in accordance with TRI-BUILT Materials 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 th'e 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 atthe.lowest point and work.upward. 6.3.3 Ti le Applications lTri-BuiltS/A HTTU Underlayment oniv): .Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as'a guideline. Forfoam-on the applications, reference is made to Section 5.6.4 herein for wind resistance limitations.that fall outside the°scdpe of FRSA/TRI April 2012 (04-12). Tile shall be loaded. and staged in a manner that prevents the slippage and/or damage to the underlayment. Tri-Built S/A HT TU Underlayment has met the tile slippage test requirements specified in FRSA/TRI April 2012 (04-12) up to a 10-tile stack to a maximum roof pitch of 6:12 for, flat tiles and 5:12.for lugged tiles. Lugged tiles staged at pitch > 5:12 may use alternate staging method (bottom' 2-tile stack shall be inverted, followed by;8 tiles high on slope, as shown below). EsteriorResearch,and'Design, LLC. Evaluation Report A42960.10.12-R5 Certificate of Authorization 0503 FBC NON-MOO-EVALUXBON F6/12/2 17 Tri-Built Materials Group I.I.C. Revision S: O6age 5 of 6 Page 5 of 6 Figure 1: Altern@te Staging Method Alternatively; at roof slopes.greater than these limitations, all tiles shall be loaded onto a nominal f''x 2" horizontal batten to prevent slippage or damage to the underlayment.. 7, BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. $, MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations, covered for F.A.C. Rule 9N-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL, LLC—QUA9625; (314) 578-3406; k:chancellor@gL&uLcom - END OF EVALUATION REPORT - Exterior Research and Dasigrr, CCC, Evatuation,Report A4nso.10.12-Rs certificate of Authorization 119503 FBC N6N-NUHZ,EVALUATION FL160a&-R$ Tri-Built Materials Group, LLC. Revisions: 86J12/267 Page 6: of 6