The URL can be used to link to this page

Home My WebLink AboutNOASCANNED RECEIVED LUG Rrw'(61"0" AR 0 6 2018 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 ®� Si, h4 gle Ggwrlty, Permitting 353 CHRISTIAN STREET, UNIT#13 Q11TRINITYIERD OXFORD, CT 06478 ` (203) 262-9245 EVALUATION REPORT TRI-BUILT Materials Group, LLC Evaluation Report A42960.10.12-116 PO Box 70 FL16048-116 Rutherford, NJ 07070 Date of Issuance:10/25/2012 (800) 516-1485 Revision 6: 09/25/2017 SCOPE: This Evaluation Report is issued under Rule 61G20- construction materials in the State of Florida. The do P.E. for use of the product under the Florida BJ,ild products described herein have been evaluated for sections noted herein. DESCRIPTION: TRI-BUILT Roof Underlayments LABELING: Labeling shall be in accordance with herein. CONTINUED COMPLIANCE: This Evaluation Report is Quality Assurance documentation changes, or prc this Evaluation Report by the named client con changes or the referenced Quality Assurance doc Evaluation Report relative to updated Code requil ADVERTISEMENT: The Evaluation Report number p advertising literature. If any portion of the Evalua 3 and the applicable rules a Ions go ernfn use of cumentation sub has been reviewed by Robert Niemine , ing Code an orida Building Code, Residential Volume. The compliance with the 6th Edition (2017) Florida Building Code requirements the Accredited Quality Assurance Agency noted until such time as the named product(s) changes, the referenced ins of the Code that relate to the product change. Acceptance of tes agreement to notify Robert Nieminen, P.E. if the product ntation changes. Trinity I ERD requires a complete review of this Ints with each Code Cycle. ded by the words "TrinityI ERD Evaluated" may be displayed in 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 inspectionlat the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4ANE1983 ?Fit. � � � ,�( •,l The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 0912512017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to ac Iuire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl 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. 5. 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 Evalu on Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purp sT. LUCTL' rnL'N' RTrrr THESE PLANS AND ALL PROPOSED WORK CONCEALED REVIEWED FOR COINIP��FASTENERS OR ATTACHMENTS REVIEWED FOR COINIPL- REVIENVE Y AhE SUBJECT TO ANY CORRECTIONS DATE 3/ r REQUIRED BY FIELD INSPECTORS THAT ARE THE RESPONSIBUTY OF THE PLANS AND PERMIT MUST BE KEPT ON JOB MAY BE NECESSARY IN ORDER TO CONTRACTOR OF RECORD OR NO INSPECTION W%ly BE MADE. COMPLY WITH ALL APPLICABLE CODES, ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: TRI-BUILT Roof Un demonstrated compliance with the following in accordance with the following Standards. C Conditions of Use set forth herein. 2. STANDARDS: `,.lTRINITY'ERD layments, as produced by TRI-BUILT Materials Group, LLC, have ions of the a Edition (2017) Florida Building Code through testing pliance is subject to the Installation Requirements and Limitations / Section Property I Standard Year 1504.3.1 Wind Resist nce FM 4474 2011 1504.3.1 Wind Uplift � UL 1897 2012 1504.6 Accelerated) Weathering ASTM G155 2005 1507.2.4 / 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: 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 (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 Pro 3erties S43530.02.14-1-R1 05/14/2014 ERD (TST6049) Physical Pro 3erties S43530.05.14 05/28/2014 ERD (TST6049) Physical Pro 3erties S40540.10.14 10/31/2014 ERD (TST6049) Physical Pro 3erties SC7645.02.15 02/13/2015 ERD (TST6049) Accelerated lWeathering 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 DESCRIPTION: 4.1 Tri-Built Sand-R SA Shingle Undel modified bitumen roof underlaymei 4.2 Tri-Built S/A HT TU Underlayment bitumen roof Underlayment; meets 4.3 Tri-Built Smooth HT S/A Underl; modified bitumen roof underlavmei S. LIMITATIONS: finent is a self -adhering, glass -mat reinforced, sand -surfaced, SBS with a Winch sheet width; meets ASTM D1970. a self -adhering, non -woven polyester fabric surfaced, SBS modified TM D1970 and FRSA/TRI April 2012. nent is a self -adhering, glass -mat reinforced, film -surfaced, SBS meets ASTM D1970. 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 guida el unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use Iin 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, I.I.C. I Evaluation Report A42960.10.12-R6 Certificate of Authorization A9503 6EDITION (2017),FBC NON-HVHZ EVALUATION F1.16048-116 TRI-BUILT Rooif Underlayments; (800) 516-1485 Revision 6: 09/2S/2017 Page 2 of 6 CTRR1NrryjERD 5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC lapproval 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: Asphalt Wood Shakes Slate Underlayment Shingles Nlail-On Tile I Foam -On Tile Metal &Shingles Tri-Built Sand-R SA Shingle Yes No No No Yes Yes Underlayment Tri-Built S/A HT TU Yes Yes Yes Yes Yes Yes Underlayment See 5.5.1 Tri-Built Smooth HT S/A Yes No No Yes Yes Yes Underlayment 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations. TABLE IA ALLOWABLETILEyADHESIVE/UNDERLAYMENTCOMBINATIONSl� Adhesive Florida Product Approval Underlayments ICP Adhesives Polyset® AH-160 FL6332 Tri-Built S/A HT TU Underlayment Dow TileBondTM' 1`1_22525 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; 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 underlayment. 5.6.2 Bond -to -Insulation: Tri-Built Sand-R SA Shingle Underlay Underlayment applied to: ➢ Dens Deck Prime; SECUROCK Gyl For installation under mechanically minimum requirements of the prepa under foam -on tile systems (Tri-Bu designed by a qualified design profe. system in accordance with FM 4474, Z Refer to Tile Manufacturer's or Adhesive Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A m-Fiber Roof Board. :ached prepared roof coverings, insulation shall be attached per I roof covering manufacturer's Product Approval. For installations S/A HT TU Underlayment. only), insulation attachment shall be mal and installed based on testing of the insulation/underlayment pendix D orTAS 114, Appendix J. Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6 Certificate of Authorization #9503 6P EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-116 TRI-BUILT Roof Underlayments; (800) 515-1485 Revision 6: 09/25/2017 Page 3 of 6 5.6.3 Tri-Built Sand-R SA Shingle Un Underlayment applied to: ➢ ASTM D226, Type I or II felt. \! OTRIN"IERD Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A 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 does not address wind uplift resistar the underlayment forms part of the underlayment systems that are not a applications. Maximum Design Pri allowable wind loads, and reflects th per FBC 1504.9 has already been aP1 FBC 1609 for determination of desigr #1 Maximum Design Pressure = -45.0 Ps Deck: Min. 15/32-inch 1 Having Jurisdictior Primer: (Optional) ASTM E Underlayment: Tri-Built S/A HT TI #2 Maximum Design Pressure = -67.5 Ps Deck: Structural concrei Jurisdiction. Primer: Soprema Elastoco' Underlayment: Tri-Built S/A HT TI #3 Maximum Design Pressure = -150.0 t Deck: Min. 15/32-inch E requirements to s Deck Preparation: Plywood shall bE adhesion. All sh( splinters and woo Primer: (Optional) RESIST( Underlayment: Tri-Built S/A HT' roller and/or wei; voids/bridging at #4 Maximum Design Pressure = -60.0 pl Deck: Min. 19/32-inch Having Jurisdictioi Base Sheet: Soprema Sopra-G and_tin caps (FBC equally spaced rol Underlayment: Tri-Built S/A HT T' vstems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) :e of all underlayment systems beneath foam -on tile systems, where oad-path. The following wind uplift limitations apply to direct -deck (dressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile ssure is the result of. testing for wind load resistance based on ultimate passing pressure divided by 2 (the 2 to 1 margin of safety ied). Refer to FRSA/TRI April 201.2 (04-12), Appendix A, Table 1A or wind pressures. to meet project requirements to satisfaction of Authority 1 or RESISTO EXTERIOR PRIMER Underlayment, self -adhered. to meet project requirements to satisfaction of Authority Having 600c Underlayment, self -adhered. 'A -rated BCX plywood (may be installed C-side up) to meet project :isfaction of Authority Having Jurisdiction. thoroughly cleaned to remove dust and debris that may inhibit (thing fasteners shall be driven flush with the surface. All sharp projections shall be removed/sanded. EXTERIOR PRIMER U Underlayment, self -adhered, shall be thoroughly roll using hand ited roller to ensure there are no voids, and ensure there are no de and end -laps. to meet project requirements to satisfaction of Authority )r Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) 517.5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three, ,s in the center of the sheet. Underlayment, self -adhered. Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-116 Certificate of Authorization #9503 GP EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments, (800) 516-1485 Revision 6: 09/25/2017 1 Page 4 of 6 5.6.4.1 For mechanically attached Base Shf or exceed that required under FRS( `� TRINITY j ERD A, the maximum design pressure for the selected assembly shall meet 'TRI April 2012 (04-12), Appendix A, Table 1A. Alternatively, the maximum design's 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 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 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January ,2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: 5.8 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. When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as follows. These slope limitatioi s can only be exceeded by using battens during loading of the roof tiles. SLIPPAGE' LIMITATIONS FOR DIRECT DECK TILE:INSTALLATIONS , Maximum 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) Tri-Built S/A HT TU Underlayment Lugged Exterior Research and Design, LLC. I Evaluation Report A42960.10.12-116 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-116 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 5 of 6 6. INSTALLATION: 6.1 6.2 \1 TRINITY I ERD 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. 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 Underla Underlayment• 6.3.1 Shall be installed in compliance v 1507.1.1 for the type of prepared rc 6.3.2 Non Tile applications: While priming is optional, TRI-BUIL cover is not slated for installation w Apply sheet parallel to the roof edg ft of release film. Adhere the exposed part to the sub, Once the entire length of membr membrane tight. Firmly roll, broom Horizontal seams should be minim inches and staggered not less than TRI-BUILT Materials Group, LLC req When installing at slopes above 8; overlap area at the top of the sheet For Valleys and Ridges: Cut underla over valley or ridge. Drape and prE each direction. For valleys, apply th 6.3.3 Tile Applications (Tri-Built S/A HT T' i the requirements for ASTM D1970 underlayment in FBC Table covering to be installed. Materials Group, LLC recommends priming the deck if the final roof iin 24 hours. Roll out approximately 10 ft of membrane and peel back the first 3 trate and unroll the remaining membrane as far as possible. ne is in place, peel -off the release film diagonally while holding the or hand -press the membrane into place to achieve a bond. im 3-inches, configured to shed water. Vertical seams should be 6- .-ft from vertical seams in the course below, sealed in accordance with 2, TRI-BUILT Materials Group, LLC recommends back -nailing in the t 12-inch o.c. rent into 4 to 6 foot lengths. Peel the release paper and center sheet s sheet into place, working from the center of the valley or ridge in sheet starting at the lowest point and work upward. Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guide,ine. For foam -on tile applications, referte is made to Section 5.6.4 herein for wind resistance limitations that fall outside the scope of FRSA/TRI April 2012 (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 this product. 8. MANUFACTURING PLANTS: Gulfport, MS 9. QUALITY ASSURANCE ENTITY: Having Jurisdiction in order to properly evaluate the installation of UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R6 Certificate of Authorization #9503 6EDITION (017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) S16-1485 Revision 6: 09/25/2017 Page 6 of 6