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Home My WebLink AboutEVALUATION REPORT MODIFIED BITUMEN ROOF SYSTEM" r SCAN ED TRINITYIERD REPORT TRI-BUILT Materials Group, LLC RECEIVED AUG 66 2018 ST, l,ucle' county, Rormitting coNcORS B�S�RESNSIIOF T PO Box 70 Rutherford, NJ 07070 FIT LE C010 (800)516-1485 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 Christian Street Oxford, CT 06478 (203) 262-9245 Evaluation Report A42970.10.12-112 FL16027-R2 Date of issuance:10/23/2012 Revision 2: 09/25/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use o 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 has been evaluated for compliance with the 6eh Edition (2017) Florida Building Code sections noted herein.. , DESCRIPTION: TRI-BUILT Modified Bitumen Roof Systems 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 thi 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; display 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 manufas 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 TIKSE PLANS AND/ ARE SUBJECT TO/ REQUIRED BY F ' MAY BE NECr COMPLY W17' The facsimile sy / P.E. on 09/25P CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity I ERD does not have, nor does it intend to 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 distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest i product. 5. This is a building code evaluation. Neither Trinityl ERD nor Robert NiF project on which this Evaluation Report, or previous versions thereof specifically for that purpose. {,' � T -7 j ST. LUCIE COUNTY BUILDING`61V ION" REVIEWED FOR COMPLIANCE REVIEWf DATE PLANS AND PERMIT MUST BE KEPTION JOB SITE OR NO INSPECTIONS) WILL gE MADE ERA TRINITY I IND UPLIFT:RESISTANCE „', Application Type Description Page New or Reroof (Tear -Off) = - - A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4 Prood New, Reroof (Tear -Off) or Recover', A-2 Mech. Attached Anchor Sheet,.Bonded Insulation, Bonded Roof Cover5 New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 5 �,• 1C Wood 777 New, Reroof (Tear -Off) or Recover. C Mech. Attached Insulation, Bonded Roof Cover 6 1D Wood New, Reroof (Tear -Off) or Rei over. := 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,Recove-jr-. ='- - E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 8 1F Wood New or Reroof (Tear -Off) ' _ .. I 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 Cover10 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 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 - 4g; LWIG New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover .L' >> -.16 4C LWIC ` New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 17-19 5A CWF- New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 20 ` SB, CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover s. 21 i 5C! CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover ;L 22 SD ; 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 .'p .`, w. 22 6A Gypsum_, New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover _ 23 -: '6g - Gypsum New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover = 24 6C: (iDj 7"A Gypsum i Gypsum r Various New, Reroof (Tear -Off) or Recover New, Reroof (Tear -Off) or Recover l � Recover C E A-1 Mech. Attached Insulation, Bonded Roof Cover Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover, Bonded Insulation, Bonded Roof Cover c` �� 24 24 25-26 713-i Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 26 The following notes aaaly to the systems outlined herein: _.v 4•. ; Tl a 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 of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2' _ Irisulation / base sheet fasteners shall be of sufficient length for the following deck engagement: ➢ 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 polyisocya nu rate, 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. �- Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report A42970.10.12-112 for FL16027-R2 Y Certificate of Authorization #9503 6rM EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 y Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 1 of 26 ` ,I< F --Q'TRINIITYIERD 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. TADLO1 =RUIMRo01`-COVER - e erence Layer Material Application BP -AA Base Ply FBC Approved ASTM D4601, Type II HA at 20 40 Ibs/square Ply FBC A Approved ASTM D2178, Type IV or VI (Base and Ply sheets, Asphalt -Applied) SBS-AA Cap Ply TriBuilt SBS Granular HA at 20-40 Ibs/square (SBS, Asphalt -Applied) SBS-TA Cap Ply TriBuilt SBS Granular Torch -Applied (SBS, Torch -Applied) SBS-SA Base Ply TIF —vllt SA SBS Base Self -Adhering Cap Ply TriBuilt SA SBS Cap (SBS, Self -Adhering) APP-TA Base Ply or Ply TriBuilt APP Smooth Torch -Applied AS Gap Ply lbTiFjBUiItTAPPJSMUOtLT, TriBuilt APP Granular TriBuilt SA APP Cap (APP, Torch -Applied) APP-SA Cap Ply Self -Adhering (APP, 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 aoolies: VAPOR BARRIER OPTIONS; STRUCTURAL CONCRETE DECK; ADHERED. INSULATION PER TABLE 3A Option # Primer Barrier Insulation Adhesive MDP (psf) TypeVapor 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 VB-5. 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, I.I.C. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL16027-RZ Certificate of Authorization #9503 6T" 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 QNTRINITYI 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 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 W-1 plywood at max. Poly, Polyglass G2 Base, CertainTeed Roofgrip #14, Dekfast Hex with Dekfast #14 o.c. in two, equally spaced, staggered more BP -AA or SBS-AA, SBS- -52.5 24-inch spans Glasbase, Firestone MB Base, JM Perma- or TruFast MP-3 with TruFast HD center rows APP-TA TA, APP-TA Ply 28, Tamko Glass Base or GAFGLAS #75 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 in two, equally spaced, staggered SA SA, SBS-TA or 52.5 24-inch spans center rows cen 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-AA, SBS- W-3 plywood at max. Elastobase 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 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 One or more SBS- SBS-SA, APP- W-4 plywood at max. Elastobase Poly with poly top surface Roofgrip #12 o.c. in two, equally spaced, staggered SA SA, SBS-TA or 24-inch spans center rows APP-TA TABLE 1F: WOOD DECKS— NEW CONSTRUCTION ORREROOF (TEAR -OFF) SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER System Roof Cover (Note 15) MDP Deck Primer Joint Treatment Base Ply Ply Cap Ply No. (psf) W-5 Min. 15/32-inch plywood (Optional) ASTM D41 - Norie, SBS-SA (Optional) SBS-SA or SBS-SA, APP-SA, SBS-TA -90.0 at max. 24-inch spans APP-TA or APP-TA rW-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 �C'd �:-•wit; - - - -.- . - "• s Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL16027-RZ Certificate of Authorization #9503 6P 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 v i