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Home My WebLink AboutEVALUATION REPORTr Ell �I TRINITY I ERD EVALUATION REPORT TRI-BUILT Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800) 516-1485 ST. LUCIE COL REVIEWED FO' REVIEWED BY, SITE OR NO BY �Nk de Co grft#xrERIOR RESEARCH & DESIGN, LLC. IILDI DIVISION Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 ON JOB OXFORD, CT 06478 (203) 262-9245 kion Report A42960.10.12-116 FL16048-R6 Date of Issuance: 10/25/2012 Revision 6: 09/25/2017 SCOPE: This Evaluation Report is issued under Rule 61G20- and the applicable rules and.regulations governing the use of construction materials in the State of Florida. The d� cumentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Bu'Iding Code and Florida Building Code, Residential Volume. The products described herein have been evaluated or compliance with the 61h Edition (2017) Florida Building Code sections noted'herein. DESCRIPTION: TRI-BUILT Roof Underlayments LABELING: Labeling shall be in accordance wit/ the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report °s 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) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report nu ber preceded by the words "Trinity) ERD Evaluated" may be displayed in advertising literature. If any portion of the valuation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this a tire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for i spection 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. 59166, Florida D , ANE1983 CERTIFICATIONOF INDEPENDENCE: 1. Trinity IERD does not have, nor distributing products it evaluates. 2. Trinity) ERD is not owned, operate 3. Robert Nieminen, P.E. does not 1- which the evaluation reports are 4. Robert Nieminen, P.E. does not E product. 5. This is a building'code evaluatiP project on which this Evaluation specifically for that purpose. I The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/25/2017. This does not serve as an electronically signed document. it intend to acquire or will it acquire, a financial interest in any company manufacturing or or controlled by any company manufacturing or distributing products it evaluates. e nor will acquire, a financial interest in any company manufacturing or distributing products for ing issued. e, nor will acquire, a financial interest in any other entity involved in the approval process of the n. Neither Trinity) ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any Report, or previous versions thereof, is/was used for permitting or design guidance unless retained \,I TRINITY I ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlaym nts, as produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the 6`h 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 G155 2005 1507.2.4 / 1507.1.1, 1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Propertied FRSA/TRI April 2012 (04-12) 2012 3. REFERENCES: Entity Examination I 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 erties S43530.02.14-1-R1 05/14/2014 ERD (TST6049) Physical Prope jIt ies 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 Ueathering 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 Un modified bitumen roof underlays 4.2 Tri-Built S/A HT TU Underlaymi bitumen roof underlayment; me 4.3 Tri-Built Smooth HT S/A Und modified bitumen roof underlayi S. LIMITATIONS: 5.1 This is a building code evaluati Designer of Record for any pro• used for permitting or design gu 5.2 This Evaluation Report is not for 5.3 Fire Classification is not part i Directory for fire ratings of this I -layment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS it, with a 36-inch sheet width; meets ASTM D1970. lis a self -adhering, non -woven polyester fabric surfaced, SBS modified ASTM D1970 and FRSA/TRI April 2012. ayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS it; meets ASTM D1970. i. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the :t on which this Evaluation Report, or previous versions thereof, is/was ance unless retained specifically for that purpose. in FBC HVHZ jurisdictions. this Evaluation Report; refer to current Approved Roofing Materials Exterior Research and Design, LLC. I Evaluation Report A42960.10.12-116 Certificate of Authorization #9503 6"' EDIT�ON (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 2 of 6 �I TjtINI"jY (ERD 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: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Shingles Nail -On Til Foam -On Tile Metal Wood Shakes & Shingles Slate 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 I No Yes Yes Yes Underlayment 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations. TABLE 1A: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS) Adhesive Florida Product Approval Underlayments ICP Adhesives Polyset® AH-160 FL6332I 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 Underlay ent, 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 Unde Underlayment applied to: ➢ Dens Deck Prime; SECUROCK For installation under mechanic minimum requirements of the pr under foam -on tile systems (Tri designed by a qualified design pr system in accordance with FM 44 Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A m-Fiber Roof Board. attached prepared roof coverings, insulation shall be attached per red roof covering manufacturer's Product Approval. For installations It S/A HT TU Underlayment only), insulation attachment shall be ;sional and installed based on testing of the insulation/underlayment , Appendix D or TAS 114, Appendix J. 1 Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design, I.I.C. I Evaluation Report A42960.10.12-R6 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 3 of 6 l 5.6.3 Bond to Mechanically Attached Base Laver: Tri-Built Sand-R SA Shingle Underlayment, Underlayment applied to: 5.6.4 ➢ ASTM D226, Type I or II felt. V TRINITY I ERD ilt 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 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). I does not address wind uplift resistance of the underlayment forms part of the load- underlayment systems that are not addres applications. Maximum Design Pressure allowable wind loads, and reflects the ulti per FBC 1504.9 has already been applied) 1� FBC 1609 for determination of design wind #1 Maximum Design Pressure = -45.0 osf: s in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) III underlayment systems beneath foam -on the systems, where ath. The following wind uplift limitations apply to direct -deck ed in FRSA/TRI April 2012 (04-12) and are used in foam -on the is the result of testing for wind load resistance based on late passing pressure divided by 2 (the 2 to 1 margin of safety Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or pressures. Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) ASTM D41 pr RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. #2 Maximum Design Pressure = -67.5 psf: I Deck: Structural concrete o meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Soprema Elastocol 600c Underlayment: Tri-Built S/A HT TU l nderlayment, self -adhered. #3 Maximum Design Pressure = -150.0 is Deck: Min. 15/32-inch A requirements to s; Deck Preparation: Plywood shall be adhesion. All shE splinters and wool Primer: (Optional) RESISTC Underlayment: Tri-Built S/A HT 7 roller and/or well voids/bridging at s #4 Maximum Desi Deck: Base Sheet: Underlayment: A -rated BCX plywood (may be installed C-side up) to meet project tisfaction of Authority Having Jurisdiction. Ithoroughly cleaned to remove dust and debris that may inhibit 3thing 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 hted roller to ensure there are no voids, and ensure there are no de and end -laps. -re55Ure = -t)U.0 PST: Min. 19/32-inch) plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. 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. Tri-Built S/A HT TU Underlayment, self -adhered. Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-116 Certificate of Authorization #9503 6T" EDITIION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 526-1485 Revision 6: 09/25/2017 1 Page 4 of 6 Y / � 5.6.4.1 For mechanically attached Base Sheet, the mi or exceed that required under FRSA/TRI April Alternatively, the maximum design pressure design pressure determined in accordance N attachment density designed by a qualified Commonly used methods are ANSI/SPRI % Application Standard RAS 117. Assemblies Section 2.2.10.1 of FM Loss Prevention Data! QOTRINITYIERD ximum design pressure for the selected assembly shall meet 2012 (04-12), Appendix A, Table 1A. For the selected assembly shall meet or exceed the Zone 1 'th FBC 1609. In this case, Zones 2 and 3 shall employ an Jesign professional to resist the elevated pressure criteria. /D1, FM Loss Prevention Data Sheet 1-29 and Roofing marked with an asterisk* carry the limitations set forth in heet 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 install tion Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation. 5.8 Tile Slippage Limitations (TAS 103 Der FRSA ,TRI ADO 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' i only be exceeded by using battens during loading of the roof tiles. TABLE 2: TILE SLIPPAGE LIMITATIONS FOR.DIRECT-DECK TILE INSTALLATIONS Maximum Underlayment Tile Profile � Staging Method Slope Flat I 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 HTTU Underlayment = Lugged "al Exterior Research and Design, I.I.C. I Evaluation Report A42960.20.1Z-116 Certiflcate of Authorization N9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILTIRoof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 5 of 6 TRINITY I ERD 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be in published installation requirements subject specifics noted below. 6.2 Re -fasten any loose decking panels, and che( to remove any dust and debris prior to applic lied in accordance with TRI-BUILT Materials Group, LLC ) the Limitations set forth in Section 5 herein and the for protruding nail heads. Sweep the substrate thoroughly ion, and prime the substrate (if applicable). 6.3 Tri-Built Sand-R SA Shingle Underlavment. Tri-Built S/A HT TU Underlavment or Tri-Built Smooth HT S/A Underlavment: 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 applications: I 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. 6.3.3 Apply sheet parallel to the roof edge. Roll olut 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 inIplace, 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, TRIIBUILT 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 sheen starting at the lowest point and work upward. Reference is made to FRSA/TRI April 2i instructions noted above as a guideline. For foam -on tile applications, reference is fall outside the scope of FRSA/TRI April 21 Tile shall be loaded and staged in a underlayment. See Table 2 herein, and staging. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority this product. 8. MANUFACTURING PLANTS: Gulfport, MS 9. QUALITY ASSURANCE ENTITY: (04-12) Installation Manual and Table 1 herein, using the nade to Section 5.6.4 herein for wind resistance limitations that 12 (04-12). manner that prevents tile slippage and/or damage to the RI -BUILT Materials Group, LLC published requirements for the Jurisdiction in order to properly evaluate the installation of UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OFIEVALUATION REPORT - Exterior Research and Design, LLC. I Evaluation Report A42960.10.12-R6 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-116 TRI-BUILT Roof U i derlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 6 of 6