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Home My WebLink AboutEVALUATION REPORT - MODIFIED BITUMENQOTRRINITY EVALUATION REPORT I =c0untyPelr8mitung i E . EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 Christian Street Oxford, CT 06478 (203) 262-9245 TRI-BUILT Materials Group, LLC r Evaluation Report A42970.10 12 R2 PO Box 70 �%��`'�� hli 27=R2A Rutherford, NJ 07070 Date of Issuance:10/23/2012 (800) 516-1485 FILE COPY Revision 2: 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. The product described herein h^bea��vl„uated for compliance with the 6ch Edition (2017) Florida Building Code sections noted herein. By t1 DESCRIPTION: TRI-BUILT Modified Bitumen Roof Systems 09 Lucie CoURV 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. 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 I 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 the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 4, plus a 26-page Appendix. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/25/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity I ERD 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. Exterior Research & Design, LLC. d/b/a Trinity I 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 TrinitvlERD 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. TRINITrY ERD APPENDIX I:ATTACHMEHT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck _Application Type Description Page 1.A-1 Wood j: ='New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4 1A-2 Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5 1B Wood 4 New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover ! 5 1C Wood , New,:Fferoof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 6 ID Wood .' - New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 6 lE-1 Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 7 lE-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 8 IF Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 8 2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 9 2B Steel or Structural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 9 2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 10 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover �, 11-14 38 Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 14 Luny nle.., or Reroof (Tear -Off% A-t Bonded Inclllafion Bonded Rnnf rnvar i 15-16 4B LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 16 4C LWIC New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 17-19 SA CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover I 20 5B CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 21 SC CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 22 5D CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 22 SE CWF New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 22 6A Gypsum New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 23 6B Gypsum New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 24 6C Gypsum New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 24 6D Gypsum New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 24 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 25-26 7B Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 26 The followine notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance ofthe roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement: Y Wood: Minimum 0.75-inch penetration. i Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. Structural concrete: Minimum 1-Inch embedment Into pilot hole in accordance with fastener manufacturer's published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral -wool roof board thatlmeets the QA requirements of F.A.C. Rule 61G20.3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when Installed with the roof cover. I' Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization'#9503 6'u EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 1 of 26 TRINITY J ERD 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. TABLE 1: TRI-BUILT ROOF COVERS Reference Layer Material Application BP -AA Base Ply FBC Approved ASTM D4601, Type II (Base and Ply sheets, Asphalt -Applied) HA at 20-40 Ibs/square Ply FBC Approved ASTM D2178, Type IV or VI SBS-AA Cap Ply TriBuilt SBS Granular HA at 20-40 lbs/square (SBS; Asphalt -Applied) SBS-TA (SBS) Torch -Applied) Cap Ply TriBuilt SBS Granular Torch -Applied SBS-SA Base Ply TriBuilt SA SBS Base (SBS, Self -Adhering) Self -Adhering Cap Ply TriBuilt SA SBS Cap APP-TA Base Ply or Ply TriBuilt APP Smooth (APP; Torch -Applied) Torch -Applied Cap Ply TriBuilt APP Smooth, TriBullt APP Granular APP SA AeIf Cap Ply TriBuilt.SAAPP Cap Self -Adhering (A. P•P Adhe;, gl 16. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser ofthe MDP listings below vs. those in Table 3A applies: VAPOR BARRIER OPTIONS; STRUCTURAL CONCRETE DECx; ADHERED INSULATION PER TABLE 3A Option ft Primer Vapor Barrier Insulation Adhesive MDP (psf) Type Attach VB-1. ASTM D41 TriBuilt SA SBS Base Self -Adhering Inta-Stik or CR-20, 12-inch o.c. -60.0 VB72. ASTM D41 TriBuilt SA SBS Cap Self -Adhering Insta-Stik, 12-inch o.c. -75.0 VB-3. ASTM D41 TriBuilt SA SBS Cap Self -Adhering Millennium One Step Foamable Adhesive, 12-inch o.c. -157.5 VB4. ASTM D41 TriBuilt SA SBS Cap Self -Adhering CR-20, 12-inch o.c. -270.0 VB-S. ASTM D41 TriBuilt SA SBS Base Self -Adhering Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade Adhesive, OlyBond 500 or CR-20, 12-inch o.c. -290.0 17. Dens Deck shall be field -primed with PG100 prior to self -adhering membrane application. Refer to tables herein for other priming requirements. 18. "MDP = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design, LLC. d/b/a Trinity]ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization U9503 6EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by! Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 3 of 26 �TPNITYERD : TABLE 1E-2: WOOD DECKS —NEW CONSTRUCTION; REROOF{TgAa-OFF) OR REcovI:R, SYSTEM TYPEE: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Base Sheet Roof Cover (Note 15) MDP No. Deck (Note 1) Base Fasteners Attach Base Ply Cap Ply (Psf) Min. 19/32-inch Polyglass Elastobase, Polyglass Elastobase OMG Flat Bottom Plates (square) with 12-inch o.c. in 4-inch lap and 12-inch (Optional) One or SBS-AA, SBS- W-1 plywood at max. Poly, Polyglass Teed Base, CertBase, Roofgrip #14, Dekfast Hex with Dekfast #14 o.c. in two, equally spaced, staggered more BP -AA or TA, APP-TA -52.5 24-inch spans o J Firestone , Gy or TruFast MP-3 with TruFast HD center rows APP-TA Base or AF LAS #7 Ply 28, Tamko Glass Base or GAFGLAS #75 28, a Min. 19/32-inch Polyglass Elastobase or Polyglass Dekfast Hex with Dekfast #14 or TruFast MP- 12-inch o.c. in 4-inch lap and 12-inch .. o.c. in two, equally spaced, staggered One or more SBS- SBS-SA, APP-, SA, SBS-TA or -52.5• W-2 plywood at max. 24-inch spans Elastobase Poly with poly top surface 3 with TruFast HD center rows SA APP-TA Min. 19/32-inch Polyglass Elastobase or Polyglass OMG Flat Bottom Plates (square) with 12-inch o.c. in 4-inch lap and 12-inch (Optional) One or , SBS- W-3 plywood at max. Elastobase Poly Roofgrip #12 o.c. in two, equally spaced, staggered more BP -AA or TA, A -TA TA, PP -60.0 24-inch spans center rows APP-TA Min. 19/32-inch Polyglass Elastobase or Polyglass OMGFlatBottom Plates (square) with 12-inch o,q, in 4-inch lap and 12-inch o.c. in tw�o°fequally spaced, staggered One or more SBS- SBS-SA, APP- SA, SBS-TA or, -60.0• W-4 plywood at max. Elastobase Poly with poly top surface Roofgrip #12 SA APP-TA 24-inch spans center rows TABLE 1F: WOOD DECKS -NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE F:NON-INSULATED,. BONDED ROOFCOVER,°. System Roof Cover (Note 15) MDP JoInt Treatment Base Ply Ply Cap Ply No Deck Primer (Psf) W_5 Min. 15/32-inch plywood (Optional) ASTM D41 None SBS-SA (Optional) SBS-SA or SBS-SA, APP-SA, SBS-TA -90.0 at max. 24-inch spans APP-TA or APP-TA W_6 Min. 15/32-inch plywood (Optional) ASTM D41 Plywood joints are covered with 4-inch wide strips of TriBuilt SA TriBuilt SA SBS Base (Optional) SBS-SA or SBS-SA, APP-SA, SBS-TA 97.5 at max. 24-inch spans SBS Base, rolled into place to create continuous bond. APP-TA or APP-TA Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization 0503 6" EDITION (2017) FBC NON-HVHZ EVALUATION Revision'2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1; Page 8 of 26