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HomeMy WebLinkAbout16048-r6 tribuilt underlayment peel & stick'- TRINITY ERD EVALUATION REPORT TRI-BUILT Materials Group, LLC PO Sox 70 Rutherford, NJ 07070 (800) 516-148S SCOPE: EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT##13 OXFORD, CT 06478 (203) 262-9245 Evaluation Report A42960.10.12-R6 TL16048-R6 Date of Issuance: 10125/2012 Revision 6: 09/25/2017 This Evaluation Report is issued under Rule 6IG20-3 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 a Edition (2017) Florida Building Cade sections noted herein, C1EscRlPTloN: TRI-BUILT Roof Underlayments LABELING: Labeling shall be in accordance, with the requirements the Accredited Quality Assurance Agency noted herein, CONTINUED COMPUANCs: 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. Trinity FRD 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 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. 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: Robert3.M. Nieminen, P.E. Florida Registration No. 59166, Florida VC4ANE1983 The facsimile sea! appearing was authorized by Robert Nieminen, P.E. an 09/25/2017. This does Out serve as an electronically signed CERTIFICATION OF INDEPENDENCE: document. 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. Trinity( ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 1 Robert Nieminen, RE. 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 IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaivation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ROOFING COMPONENT EVALUATION; 1. SCOPE: i `4 TPJNITY ERD Product Category: Roofing Sub -Category- Underlayment Compliance Statement: TRl-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the 66 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. 2. STANDARDS: Section Property Standard Year 1504-3.1 Wind Resistance FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1504-6 Accelerated Weathering ASTM 6155 2005 1507.2A / 1507.1.1, 1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 physical Properties FRSA/TRI April 2012 (04-12) 2012 3. REFERENCES: En__ tits 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 (TST6049) Physical Properties S44870,04.14-2 04/02/2014 ERD (TST6049) Physical Properties S44870.04.14-3 04/02/2014 ERD (TST6049) Physical Properties S44870.04.14-1 04/10/2014 ERD (TST6049) Physical Properties S44870.04.14-4 04/10/2014 ERD (TST6049) Physical Properties 543530.02.14-1-131 05/14/2014 ERD (TST6C49) Physical Properties S43530.05.14 05/28/2014 ERD (TST6049) Physical Properties S40540.10.14 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 SC14045.05.17-R1 06/07/2017 UL, LLC. (QUA9625) Quality Control Multiple -Listing R16814 12/10/2015 UL, LLC. (QUA9625) Quality Control Service Confirmation Exp. 07/18/2020 4. PRODucT DESCRtpT1ON: 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 SIA 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 SEA Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970. 5. Limiwionls: 5.1 This is a building code evaluation. Neither Trinity IERD 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. Exterior Research and Design, U.C. Evaluation Report A42960.1o.12_R6 Certificate of Authorization #9503 6" EDITION (2017) FBC NON-14VHZ EVALUATION FL60AS-R5 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 2 of 6 - _ I,— � � � �� 1 it � 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 Slaving Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable R of Covers: TABLE 1: ROOF COVER OnoNs Underlayment Asphalt Nail-OnWood Shakes Shingles Tile Foam -On t ile Metal Slate & Shingles Tri-Built Sand-R SA Shingle Un Yes No Tri-BuiltS/A HT TU Yes Underlayment Yes Yes Yes Yes Yes See 5.5.1 Underlayment 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations TABLE 1A: ALLQWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS" Adhesive Florida Product Approval Underlayments ICP Adhesives Polyset® AH-160 FL6332 Tri-Built 5/A HT TU Underlayment Dow TileBondT"" FL22525 Tri-Built S/A HT TU Underlayment 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 or Tri-Built Smooth HT S/A Underlayment applied to: ➢ Plywood; ASTM D41 primed plywood; 0513; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete. While not required over plywood, 05B 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 $/A HT TU Underlayment or Tri-Built Smooth HT 5/A Underlayment 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 tile systems (Tri-Built S/A SIT 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 orTAS 114, Appendix!. 1 Refer to Tile Manufacturefs orAdhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance, Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6 Certificate Of Authark ation #9503 0 EDITION (2017) Fi3C NON-ijvHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments, (900) 516-1485 Revision 6: 09/25/2017 Page 3 of 6 5.5.3 Bond to Mechanical! Attached Base Layer: s", 1 RI ` ER.D 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 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 (04-12) 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 (tile 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 or FBC 1609 for determination of design wind pressures. #1 Maximum Design Pressure = -45.0 sf: 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 HT TU Underlayment, self -adhered. 42 Maximum Design Pressure =-67.5 sf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer Soprema Elastocol 600c Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. #3 Maximum Desi n pressure =-150.0 sf: Deck: Min. 15/32-inch APR -rafted 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 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 Design Pressure = -60.0 12sf, Deck: 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 15175.1) and tin caps (FBC 1517.5.2) spaced 6-inch o.c, at the 4-inch laps and 5-inch o.c. in three, equally spaced rows in the center of the sheet. Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. Exterior Research and Design, LLC. Evaivation Report A42960.10.12-R6 Cerhfxate afRuthorizvtiart #95o3 6" EDITION (2017) ESCNON-HVHZEVALIJATtON FL16048-R6 TRI-BUILT Roof underlayments; (soo) 516-1485 Revision 6- 09/2512017 Page 4 of 6 f TRINITY' ERD 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/TR1 April 2012 (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 anti .3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria, Commonly used methods are ANSI/SPRI WDI, 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 HT TU Underlayment shall not be left exposed for longer than 180-days after installation. 5.9 Tile Slippa e Limitations TAS 103 er FRSA RI A ril 2012 04-12 When loading roof tiles on the underlayment in direct -deck tile 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. iixterior Research and Design, LLC. Evaluation Report A42960.10.3z-R5 Certificate afAuthorfzation #9303 6 EDITION (2017) FBC NON-mvI4ZEVALUATION TRi-6LrlLT Roof Lrndarla FL16048-R6 yments, (800) 516-14as Revision 6: 09/25/2017 Page 5of6 6. INSTALLATION: 3 'i �HUI if RD 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 head's. 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 5A Shin le Llnderia rnent Tri-Built S A HT TU Underia ent ar Tri-Built Smooth MT S A Underla ment: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.3.2 Non -Tile a Iications: 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. Roil 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 rack -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 A lieatians Tri-Built S A HT TU Underla ment only): Reference is made to FRSA/TRi April 2012 (04-12) Installation Manual 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 FRSAITRI April 207.2 (04-12). Tile shall be loaded and staged in a manner that prevents the 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: UL, LLC —QUA962S; (314) 578-3406; k.chancellor@us.Ul.com - END OF EVALUATION REPORT - Exterior Reseamb and Design, F.F.0 CerEvaluation Report AA296o.10.12-Rfi tijfctlte of AuihoHzatlAn #9503 6"EDITION12fl17) FBA �d-1 4vHZ EVALUATION Ft3fio48 R6 TRI-BUFLT RoafUnderiayrnerrts; (SDo) 516-14S5 Revision 6: ©9/25/20I7 Page 6 of 6