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Home My WebLink AboutPRODUCT APPROVAL ROOFING UNDERLAYMENT3 A b r•1 aCIS Home ;Log In i User Registration , Not Topla ( Stibrnit Surcharge Stats.& Facts ; Publications, ( FpC Staff ; BQS Site Map Unks Search R0f(t�d ,, t Productt pproval U. � USER:`Publii User r ri.Pr7u4a SS,Pwxie Menu > P•c•Sw- or ksti�lisptlnn Se,�M > At WL� -, Hon'list a Application Detail Application Type Revision Code Version 2014 Application Status Approved Comments Archived / 71(Z-623 ST. LUCIE COUNTY 1BLTLDLgG D:A✓..TSION Product Manufacturer Tri-Built Materials Group, LLCREVIER ED FOR COMPL NCE Address/phone/Emalf PO Box 70. REVIEIVVED Y w Rutherford, NJ; 07070 DATE davld s!i@tri s david.ruiz@tribulltmg.coni T PLANS AND PERMIT MUST BE PT ON JOB OR NO INSPECTION WILL BE A - LADE. Authorized Signature David Ruiz david.ruiz@tribu iltmg.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford, NJ 07073 (201) 842-2449 david, ruizC6tribuiltmaterialsgroup.colts Quality Assurance Representative Address/Phone/Email Category Subcategory Roofing Underlayments THESE PLANS AND ALL PROPOSED WORK CompiARSSUBJECT TO ANY CORRECTIONS Evaluation Report from a Florida Re istergd Arch' ct q ,�j� n REQUIRED BY FIELD INSPECTORS THAT Florida Professional Engineer • CA reA(�D h�s I �I�tH� 59ATTACHMENTS MAY BE NECESSARY IN ORDER TO U Evaluation Report- Hardcopy Receive E THE RES?ONSIBILI IY OF THE COMPLY WITH ALL APPLICABLE CODES, Florida Engineer'or Architect Name who developed Robert Nieminen CONTRACTOR 0� RECORD the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance contract Expiration Date 67/18/2020 Validated By John W. Knezevich, PE LIZ Validation Checklist - Hardcopy Received Certificate. of Independence EL-0048 RS ECI 7Q1.7 1 CQI_Nieminen.odf Referenced Standard and Year (of Standard), atandard Year ASTM D197.0 2009 ASTM G155 2005 FM 4474 2004 FRSA/TRI_April 2012 (04-12) 2612 TAS 103 1995 UL1897 2004 Equivalence of Product Standards Certified By He Copy Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved. Date Revised Summary of Products Method 1 Option D 06/12/2017 06/13/2017 06/19/2017 08/08/20i7 09/25/2017 FL # Model, Number or -Name Description 16048.1 TRI-BUILT Roof underiayments :Self -adhering,. modified bitumen roof.underlayments Limits of Use Installation Instrcctions Approved for use in HVHZe No FL1 ,04�S 11' 201� t1 . FIN F3._LR Approved for use outside HVHZ: Yes land i1 DF_RLAYh Impact Resistant: N/A Verified By: Robert Nieminen PE=59166 Design Pressure:.+N/A/-1'5() Created by Independent Third Party: Yes Other: 1.) The -design pressure noted herein; pertains to use Evaluation Reports of foam-on,tlle systems overtop the Self-adherirlg FL16048 R5 AE.20U 06 F-�LE �R TRT_. underiaymentfor one particular application.'See ER. Section' BUILT UNDERLAYMENTS: FL16048-Rs ndf 5.6.4 for details, 2.) Refer to tR Section S: for other Limits of - Created by Independent.Third Party: Yes. use: Aack Next Contact 11d ;; 2601-Blab 5191e Road Tallahassee FL 32399 Phonat 850-487-1824. The State of Florida is an AA/EEO employer; Co[wrioht 2007-701,1 StatA or Fiorlda 7; Pribacy'Statement :; Accessibility Statement.:; S€f4.Od'$tatemant Under Florida law, email addresses are.public'records. if you do'notwant your e•maiC address released an response tom public -records request,.. dot not Send electronic mail to this entity. instead, contact the office by nlioile or by traditional mall. if you have any questions, please contact 830.487, 1395. •Pursudm[ td Section 455.275, (1), Florida Statutes; effective daoLer 3; 2017, licensees licensed under Chapter 455,, P.S. must provlde the Department with an ernoil address, if they hp6g one. The emalls provided may used for official communicatlon with thelicensee. However email addresses arc public record. If,you.do not wish to supply a personal address, Planse'Proyide,the Depantneniwith an ...[Iaddress which Can be made avahlable to: the public; to determine.if you area Licensee under Chapter A55, F.S:, please click here.. Produ�ct �Approval (A��cceepts: ft1�2Yt1 W L M il-11, EXTERIOR RESEARCH & DESIGN, I.I.C. t Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13' ERD OXFORD, CT 06478 (203)262-9245 EVALUATION REPORT TRI-BUILT Materials Group, LLC Evaluation Report A'42960.10.12=115 PO Box 70 FL16048-R5 Rutherford, NJ 07070 Date of Issuance:1012512012 (800) 516-1485 Revision 5 06/12/2017 SCOPE:' This Evaluation Report is issued under Rule 61G203 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: 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Roof Underlayments LABELING: Labeling shall 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 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. ADVERTISEMENT: The Evaluation Report number preceded by the words, "Trinity.1 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 thejob site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6 Prepared by: ^ l�itfilF)t�,.f Robert I.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE2983 me facsimile sea] appearing was aukhorked by RobeaNieminen, KE 06/12J2017. This does riot geme'asadeleownically signed 466nient'Signed, sealed haidwp.es hay.: been transmitted to the Pmduct App—atAdmf.istrappr and tothe named dl.at CER'nF1c4T10N OF INDEPENDENCE: ' 1. Trinity ERD does not have, nor does it intend to acquire or will it acquire; a financial interest in ally company manufacturing or distributing products it evaluates, 2. Trinity ERD is not owned, operated or controlled by any company, manufacturing or distrib uting. products it.evaluates. 3. Robert Nieminen, P.E. does pot 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 ir.4olved in the approval process of the product. 5. This is a building code evaluation. Neither Trinityl ERD no`r Robert Nieminen, RE. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, islwas used for permitting or design guidance unless retained specifically for'that purpose. r ROOFING COMPONENT EVALUATION: 1. SCOPE: t R ,�t ! ERD 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 Florida Building Code through testing in accordance with the following;5tandards. Compliance is subject to the installation Requirements and Limitations./Conditions .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 a2004 1S07.2.4, 1507.2.8,1507.2.9.2, Physical Properties ASTM D1970 2609 1507A.5.1, 1507.5.3, 1507.7.3 1504.6 Accelerated Weathering ASTM G155 2005 1507.3.3 Installation Practice FRSA/TRI April 2012 (04-12) 2012 1523.6.5.2:1 Physical Properties TAS 103 1995 3. REFERENCES: Enti Examination Reference Date ERD (TST6049) Physical Properties S40540.02.13-1 02/19/2013 ERD (TST6049) Physical Properties S40540.11.13 11/19/2013 ERD (TST6049) Physical Properties S40540.03.14 03/26/2014 ERD (T5T6049) Physical Properties S44870.04.14=2 04/02/2014 ERD (TST6049) Physical Properties 544870.04.14-3 04/02/2014 ERD.(TST.6049j Physical Properties S44870.04.14=1 04/10/2014 ERD.(TST6049) Physical Properties S44870.04.14-4 04/10/2014 ERD (TST6049) Physical Properties S43530.02.14-1-111 05/14/2014 ERR(TST6049) Physical Properties 543530.05.14 05/28/2014 ERD (TST6049) Physical Properties S40540A0.14 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 SC14045.05.17-111 06/07/2017 UL, LLC, (QUA9625) Quality Control Multiple -Listing R16814 09/04/2015 UL, LLC. (QUA9625) QualityrControl Service Confirmation Exp.10/16/2017 4. PRODUCT DESCRIPTtON: 4.1 Tri-Built Sand-R SA Shingle Underlayment is a.self-adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof' underlayment,. with a 36-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. 5. 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 Research and Design, UC. Evaluation Report A42960.10.12-R5 Certificate ofAuthorizotion #9503 FBC NOWHV.HZ FVALUAMN FL1604B-RS Tri-Built Materials Group, I.I.C. Revision5: 06/12/2017 Page 2 of 6 z<, �I.E i� 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 Co 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: � � .,. , tF: E to 1� Root CQu� ri)P ai 3 f ,e�E i �£ k�; �-r� E.� y _ Y %'•'3" `i}. P � Asphalt j Nail-Onlile Foam -on Tile Metal Wood Shakes g� Shingles Slate Underlayment Shingles S iTri-Bul►t Sand-R SA.Shingle Yes No No No Yes Yes Underlayment - Tri-Built S/A HTTU� Yes Yes i Yes Yes Yes Yes E Underlayment i See 5.5.1 Tri-BuiltSmooth HT S/A yes No Na Yes Yes {{{ Yes• Underlayment 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives unless. tensile adhesion / long term aging -data from an accredited testing laboratory is provided. Y Tri-Built S/A HT TU.Underlayment with iCP Adhesives "Polyset AH-160" (FL6332) or Dow Chemical "TileBond"I Roof Tile Adhesive" (FL717) 5.6 Allowable substrates are noted below: 5.6.1 Direct -Bond to Deck, Tri-Built Sand-fi SA Shingle .Underlayment, Tri-Built S/A. HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: r Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 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. 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 underiayment. 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 S/A Underlayment applied to: Y 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 rnanufacturer's Product Approval. For installations, under foam -on tile systems {Tri-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 D or T¢S 114, Appendix 1. Exterior Research and Design, LLC: Evaluation ftepprtA42460.10:12-Fi5 Cerdfrcote of Authorization t19503 FBCNON-HVHZ EVALUATION FLIS048-95 Tri-Sailt Materials Group; LLC. Revision 5: 06/12/2017 Page 3 of 6 . ...... TY [ERD ' I 5.6.3 Bond to Mechanically. Attached Base Laver:, Tri-Built Sand-R, SA Shingle Underlayment, Tri-Built: S/A HT TU Underlayment or Tri-Built: Smooth HT S/A Underlayment 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 -on tile systems (Tri-Built S/A HT TU Underlayment only), base layer shall be attached per minimum requirements' of FRSA/TRI ApM 2012 (04- 12). 5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all Underlayment systems 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 2012 (04-12) and are used in foam -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 2612 (04-12) or FBC 1609 for determination of design wind pressures. 5.6.4.1 Maximum Design Pressure =-45.0 psf: 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-BuiltS/A HTTUUnderlayment,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.HTTUI Jnderlayment,.seif-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 Having Jurisdiction. Deck. Preparation: Plywood shall :be.. thoroughly cleaned. to remove dust and debris that may inhibit adhesion. All sheathing' fasteners shall be driven flush with the surface. All sharp splinters and wood projections shall be removed/sanded. Primer: (Optional) RESISTO EXTERIORPRIMER Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered, shall be thoroughly roil 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 psfi Desk: Min. 19/32=inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction, Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin caps (FBC 1517.5.2) spaced 6-inch o.c.'at the 4-inch laps and 6-inch o.c. in three, equally spaced rows in the center of the sheet. Underlayment: Tri-Built•S/A HT TU Underlayment, self -adhered. 5.7 Exposure Limitations: 5.7.1 Tri-Built Sand-R SA Shingle Underlayment. or Tri=Built Smooth 14T S/A Underlayment shall not be left exposed for longer than 30-days after installation 5.7.2 Tri-Built S/A HT-TU Underlayment shall not.be.left'exposed for longer than 180-days after installation. Exterior Researckand Design; MC. FBC Report A42960.10.1?.rRS Certificate of Authorization #9503 FBC PdO�1 Nyii2 EVALt3A flOtd FLT 604&RS Revision 5:06o Tri-Built Materials:Group, iLPage 4, C., ge 4 f 6 . of 6 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 Trt Built Sand R SA Shingle Underlayment Tri Built S/A HT TU Underlayment or Tri-Built Smooth HT S A Underiaynient: 6.3.1 Shall be installed in compliance with the. requirements. for ASTM D19.70 underlayment in .FBC Sections' 1507 for the=type of prepared 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 ft of membrane and''peel back ttie,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 membraiie'tight. Firmly roll, 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 vertical�seams 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 p.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 worlkupward. 6.3.3. Tile Applications (Tri-Built S A HT TU Underlayment only): Reference is made to FRSA/TRI April 2012 (04-12) installation k4anual 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 fall outside the scope of FRSA/TRI Apri12012 (04-12). Tile • shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Tri-Built S/A HT TUUnderlayment 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). Evaluation Report A42960.10.12-115 Exterior Research; and`Design, L!C_ EBC NoN-HVHZ.EVALUATi4N Ft16048-R5: Certificate ajAuthorization!19503 Revision 5:06112/2017 Tri-Built Materials Group; LLC. page 5 of 6 VA 8. 9. 9. i INM ER Figure 1: Alternate Staging Method Alternatively, at roof slopes.greater than these limitations, all tiles shall be loaded onto a nominal V" x r horizontal batten to prevent slippage or damage to the underiayment.. BUILDINGPERMIT REQUIREMENTS: As required by the. Building Official or Authprity 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 O.A.C. Rule 91V-3 QA requirements. QUALITY ASSURANCE ENTITY: UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report A42960.10.127R5 certificate of Authorization #9503 FBC KoN-HVHZ EVALUATION FL16048-R$ Tri-Built Materials Group, LLC. Revision 5: 06/12/7017 Page '6:of 6