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Home My WebLink AboutEVALUATION REPORTiNTINITY ERD EVALUATION REPORT TRI-BUILT Materials Group, LLC PO Box 70 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 SCANNED 353 Christian Street BY Oxford, CT 06478 St. Lucie County (203) 262-9245 Evaluation Report A42970.10.12-112 ;L16027`R Rutherford, NJ 07t I L E COPY Date of Revision 2: 09/25/2017 (800) 516-1485 Revision 2:09/25/2017 SCOPE: This Evaluation Report is issued under Rule 61620-3 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 �e eNl Dbpee��alluuaateeddA7TACHMEN78 compliance with the 6`" Edition (2017) Florida Building Code sections noted herein. ARETHERESPONSIBILRYOFTHE DESCRIPTION: TRI-BUILT Modified Bitumen Roof Systems CONTRACTOR OR RECORD 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( 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 THESE PLANS AND ALL PROPOSED WORK REQU R DEBYFIELDINSPEC OHSTHAT COMPLNECESSARY WI �ALLLL. APPLICABLETCODES. 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 Trinity l ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluati eport, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purposeC Jam`l/'57O G ST. LUCIE COUNTY BUILDING DIV ON REVIEWED FOR COMPLIANCE-,, PLANS AND PERMITT7UST BE SITE OR NO INSPECTION(S) I '5T2 uu 4A'f� Table Deck Application 3A-1 Wood New or Rero 3A-2 Wood New, Reroof 1B Wood New, Reroof SC Wood New, Reroof 1D Wood New, Reroof lE-1 Wood New or Reno 1E-2 Wood New, Reroof 1F Wood New or Rerc, 2A Steel or Structural concrete New, Reroof 2B Steel or Structural concrete New, Reroof 2C - Steel or Structural concrete New, Reroof 3A Structural concrete New or Pero .,.,V.r� CE511n : i.I �.. a. ittC�.i.i TYP A-2 or 6'ecoye_•" A-2 or Reto'y. QjrN'd B or ffecovetj --i > C or Recover Mech. Attached Anchor Mech. Attached Anchor Mech. Attached Base In. Prelim. Attached 3onded,Insulation, Bonded Roof Cover , Bonded'TolYInsulation, Bonded Roof Cover ded Roof Cover ch. Attached Base Sheet, Bonded Roof Cover Base Sheet, Bonded Roof Cover Base Sheet, Bonded Roof Cover Bonded Roof Cover ulation, Bonded Roof Cover sulation, Mech. Attached Bz Bonded Roof Cover "'A TRINITY ERD 4 5 5 6 6 7 8 8 9 9 10 11-14 3B Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 14 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 15-16 48 LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 16 'f '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 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 - SO CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 22 "- 5E 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 IV 7-B . Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 26 1. c The roofsystem 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 of the 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 D; Wood: Minimum 0.75-Inch penetration. - ➢ 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 that meets 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. J Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Evaluation Report A42970.30.12-R2 for FL36027-R2 Certificate of Authorization #9503 - CH 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 26x i �l I KINITY ER& 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. TABLE 1: TRI-BUILT RODF COVERS.. Reference Layer Material Application BP -AA Base Ply FBC Approved ASTM D4601, Type II (Base and Ply sheets, Asphalt -Applied) HA at 2040lbs/square Ply FBC Approved ASTM D2178, Type IV or VI SBS-AA (SBS, Asphalt -Applied) Cap Ply TriBuilt SBS Granular HA at 20-40lbs/square 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 - Base Ply or Ply ,-jljeuilt APP SIDoot (APP, Torch•A.plied) Cap Ply uiItAPPSnmoth, fiBuiB.APP..Granula Torch -Applied APP-SA (APP, Self -Adhering) Cap Ply TriBuilt SA APP Cap Self -Adhering 16. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MDP listings below vs. those in Table 3A applies: VAPOR BARRIER OPTIONS; STRUCTURAL CONCRETE DECK; ADHERED INSULATION PER TABLE 3A Option # 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 VB-2. 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 VB-4. ASTM D41 TriBuilt SA SBS Cap Self -Adhering CR-20,12-Inch o.c. -270.0 ASTM D41 TriBuiltSA SBS'Base Sell f-Adherin -- - Zi4i0enrtium On' `per- e.St pfoamabte Ad'T-�hesiv Millennium -PG T6umn c.a@ A hesry -. y@gnd5000. - -2D 12-mch.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, I.I.C. d/b/a Trinity] ERD Evaluation Report A42970.10.12-R2 for FL36027-R2 Certificate of Authorization #9503 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 3 of 26 �I TRINITY ERD TABLE 1E-2: WOOD DECKS -NEW CONSTRUCTION, REROOF'(TEAR-OFF) OR RECOVER SYSTEM TYPE.E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED'ROOF COVER' ' System Deck (Note 3) Base Sheet Roof Cover (Note 15) MDP No. Base Fasteners Attach Base Ply Cap Ply (psf) Min. 19/32-inch Polyglass Elastobase, Polyglass Elastobase Poly, Polyglass G2 Base, CertalnTeed OMG Flat Bottom Plates (square) with 32-inch o.c. in 4-inch lap and 12-inch (Optional) One or - W-1 plywood at max. Glasbase, Firestone MB Base, JM Perma- Roofgrip #14, Dekfast Hex with Dekfast #14 o.c. two, equally spaced, staggered more BP -AA or SBS-AA, SBS- TA APP TA -52.5 24-Inch spans Ply 28, Tamko Glass Base or GAFGLAS #75 or TruFast MP-3 with TruFast HD center rows APP-TA 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 One or more SBS- SBS-SA, APP- W-2 plywood at max. Elastobase Poly with poly top surface 3 with TruFast HD o.c. in two, equally spaced, staggered SA SA, SBS-TA or -52.5' 24-Inch spans P center rows,,,,,, ,. . APP-TA Min. 19/31-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-AA, SBS- W-3 plywood at max. Elastabase Poly Roofgrip #12 o.c. In two, equally spaced, staggered more BP -AA or TA APP TA -60.0 24-inch spans center rows APP-TA W-4 Min. 19/32-inch at max. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates (square) with 12-Inch o.c. in 4-Inch lap and 12-inch One or more SBS- SBS-SA, APP- plywood Elastobase Poly with poly top surface Roofgrip #12 o.c. in two, equally spaced, staggered SA SA, SBS-TA or -60.0' 24-inch spans center rows APP-TA TABLE IF: WOOD DECKS - NEW CONSTRUCTION on REROOF(TEAR-OFF). SYSTEM TYPE F:.NON-INSULATED, BONDED ROOF COVER System Deck Primer Roof Cover (Note 15) MDP Joint Treatment Base Ply Ply Cap Ply No. (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-inc hgPans APP-TA or AP$ -TA W 6 Min.95/32-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 g7 5 at max. 24-inch spans SBS Base, rolled into place to create continuous bond. APP-TA or APP-TA Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 e EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 i Evaluation Report A42970.10.12-R2 for FL16027-R2 Revision 2: 09/25/2017 Appendix 1, Page 8 of 2k