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HomeMy WebLinkAboutEVALUATION REPORT - UNDERLAYMENTSEXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 TRINITY i 353 CHRISTIAN-STREET, UNIT#13 RI CITY i ERD OXFORD, CT 06478 (203)262-9245 EVALUATION REPORT TRI-BUILT Materials Group,. LLC Evaluation Report A42960.10.12-R6 PO Box 70 S(,;ANNG® FL16048-116 Rutherford, NJ 07070 BY Date of Issuance:10/25/2012 (800) 516-1485 St `uGie County 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 6ih Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILTRoof Underlayments I LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance .Agency noted Iherein. ICON7INUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the:referenced IQuaiity 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._ Trinity I 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] 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 atthe job site at the request of the Building. OfFcial. - i This Evaluation Report consists.of pages 1 through 6. Prepared by: Robert J.M. Nieminen, P.E. S ` , I„������.�` The .facsim7e seal appearing%4as authorized WRobert Nieminen, Florida Registration N0. 59166, Fiorillo DCfi ANE1983 P.E. on 09/25/2017. This does not serve as an electronically signed document CI ERTIFICATION OF INDEPENDENCE: �1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or ' distributing products itevaluates. 2I. Trinityl ERD is notowned, operated or controlled by anycompany manufacturing or distributing, products it evaluates. 3!i 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. 41 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. 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 1 specifically for that purpose. ROOFING COMPONENT EVALUATION: 1. SCOPE: 2. i 3. Ql'T.RINITYIERD 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 6u' Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. STANDARDS: Section 15043.1 1504.3.1 1504.6 1507.2.4 / 1507.1.1, 1507.2.9.2 1507.3.3 REFERENCES: Kafity ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TSTI 049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) UL, LLC. (QUA9625) UL, LLC. (QUA9625) 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 Properties Physical Properties Physical Properties Accelerated Weathering Wind Resistance Quality Control Quality Control Standard FM 4474 UL 1897 ASTM G155 ASTM D1970 FRSA/TRI April 2012 (04-12) Reference 540540.02.13-1 S40540.11613 540540.03.14 S44870.0414-2 S44870.04;14-3 S44870.04.14-1 S44870.04.14-4 543530.02.14-1-R1 S43530.05.14 540540.10.14 SC7645.02.15 SC8520.04.15 SC14045.05.17-R1 Multiple -Listing R16814 Service Confirmation Year 2011 2012 2005 .2015 2012 Date 02/19/2013 -11/19/2013 03/26/2014 04/02/2014 04/02/2014 04/10/2014 04/10/2014 05/14/2014 05/28/2014 10/3112014 02/13/2015 05/27/2015 06/07/2017 12/10/2015 Exp. 07/18/2020 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 a 36-inch sheet width; meets ASTM D1970. 4.2 Tri-Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April. 2012. 4.3 Tri-Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced; film -surfaced, SBS modified bitumen roof underlayment; meets,ASTM D1970. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity I 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 FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Ext6rior Research and Design, LLC. Certificate of Authorization H9503 I Evaluation Report A42960.10.12-R6 e EDITION (2017) FBC NON-HVHZ EVALUATION 171.16048-116 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Paget of 6 t C \,F, TRINITY I ERD 5.4 TRI-BUILT Roof Underiayments 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: w TABLE ROOF COVER OPTIONS ' t R o:, »x•. _.�. _ .�-. ,,.,. ... .._.x: � y. Asphalt Wood Shakes Underlayment1 Nail -On Tile Foam -On Tile Metal Slate Shingles & Shingles Tri=BuiltSand=R SA Shingle Yes No No No Yes Yes Underlayment Tri-B ui It S/A HT TU I es Yes Yes Yes Yes Yes Underlayment Tri-BuiltSmooth HTS/AAX Yes =N^=-�No--== Underlayment �- = �- =-=a ;;�- •-- - - 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations. tA " TABiE1A AilOWABCETREADHESIVE II NDERyIyIENTCOAiIBINArIQN51R _ ' ..., .... .. Adhesive Florida Product Approval Underlayments ICP Adhesives Polyset° AH-160 FL6332 Tri-Built S/A HT TU Underlayment Dow Tile6ond- FL22525, Tri-Built S/A HT TU Underlayrhent 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment orTri-BuiltSniboth HT S/A Underlayment applied to: ➢ Plywood; ASTIVI D41 primed plywood; OSB; ASTIVI D41 primed OSB; Southern Yellow Pine; ASTIVI D41 primed Southern Yellow Pine; ASTIVI 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 underlayment. 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: ➢ Dens Deck Prime; SECU ROCK 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 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 TAS 114, Appendix J. I 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design,. Llc. Evaluation Report A42960.10.12-R6 6err,tif ,ate of Authorizatlan.#9503 a EDIT16N (2017) PBC NON-HVHZ EVALUATION FL16048-R6 TRI=BUILT Roof Underlayments; (800) 516-1485 Revision 6:09/25/2017 Page 3 of 6 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 the 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 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 (04-2.2 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,passingpressure'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 oir FBC 1609 for 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 Jurisdiction. Primer: (Optional) ASTM D41 or RESISTO EXTERIOR PRIMER Underlayment: Tri-BuiltS/A HT TU Underlayment, self -adhered. #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 HT TU Underlayment, self -adhered. #3 Maximum Design Pressure=-150.0 psf: Deck: Min. 15/32=inch-.APA-rated BCX plywood (may be installed it -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 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. #4 Maximum Desil;n Pressure=-60.0.psf: Deck: Min..19/32-inchplywood 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. Ext4ior Research and Design, LLC. Evaluation Report A42960.10.12-116 Cerd icate ofAuthorkation #9503 6Ta EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 4 of 6 &NITYIERD 5.6.4.1 for mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRIApril 1012 (04-12), 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 ciiteria. Commonly used methods. are ANSI/SPRI VUD1, 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 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: 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 Tri-Built S/A HTTU Underlayment shall not be left exposed for longer than 180-days after installation. 5.8 Tile Slippage Limitations (TAS 103 per FRSA%TRl April 2012 (04-12)1: When loading roof tiles on the underlayment_in direct -deck the assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. s TABLE 2TTILE£SLIPPAGE L1MtTAT1oNSFOR: DIRECT.__©ECKICE{NSTALLATlONS `y MaximumSlope Underlayment Tile Profile Staging Method Flat Max.10-tile stack 6:12 Lugged Max.10-tile stack 5:12 Max.10-tile stack (bottom. 2-tile stack -shall be inverted, followed by 8 tiles high 6:12 on slope, as shown below) . Tr! -Built S/A HT TU Underlayment Lugged ;t f oaf i I I Exterior Research and Design, tLC. Certificate of Authorization #9503 Evaluation Report A42960.10.12-R6 EDITION (2017) FBI NON-HVHZ EVALUATION PIA6048-RG TRI-BUILT Roof Underlayments;;(80d) 516-1485 Revision 6::09/2S/2017 Pages of 6 . i TRINITY �.LRD i 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-Built:Sand-R SA Shingle UnderlaVment, Tri- Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507A.1 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 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 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 o.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 work upward. 6.3.3 Tile Applications (Tri-Built S/A HT TU Underlayment only): j 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 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. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile 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. 8. MANUFACTURING PLANTS: Gulfport, MS 9. QUALITY ASSURANCE ENTITY: , OL, LLC —QUA9625; (314) 578-3406; k.chancellor@Us.ul.com - END OF EVALUATION REPORT - I LteriorResearchand Design, U.C. Evaluation Report A42960.10.12-R6 Certificate of Authorization #9503 e" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT.Roof Underlayments; (800)516-1485 Revision 6: 09/25/2017 Page 6 of 6