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Home My WebLink AboutEVALUATION REPORT MODIFIED BITUMEN ROOF SYSTEMSCANNED PUY S$ �udp rmfffff,, TRINITY I ERD EVALUATION REPORT TRI-BUILT Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800) 516-1485 RECEIVED MAR 21 2018 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 ST. Lucie County, Permitting 353 Christian Street Oxford, CT 06478 (203)262-9245 Evaluation Report A429 - 2 FL16027-R2 Date of Issuance: 0 3 0 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 I a Bui`jdin Code. The product described herein has been evaluated for compliance with th 6`h Edition (2017) Florida Builll ing Co a ctions noted herein. DESCRIPTION: TRI-BUILT Modified Bitumen Roof Systems LABELING: Labeling shall be in accordance with tl herein. CONTINUED COMPLIANCE: This Evaluation Report is va Quality Assurance documentation changes, or prov this Evaluation Report by the named client consl changes or the referenced Quality Assurance docul Evaluation Report relative to updated Code require ADVERTISEMENT: The Evaluation Report number pre advertising literature. If any portion of the Evaluati INSPECTION: Upon request, a copy of this entire Eval its distributors and shall be available for inspection e requirements the Accredited Quality Assurance Agency noted This Evaluation Report consists of pages 1 through 4, Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 I until such time as the named product(s) changes, the referenced ons of the Code that relate to the product change. Acceptance of utes agreement to notify Robert Nieminen, P.E. if the product rotation changes. Trinity I ERD requires a complete review of this ents with each Code Cycle. ded by the words "Trinity I ERD Evaluated" may be displayed in I Report is displayed, then it shall be done in its entirety. ition Report shall be provided to the user by the manufacturer or the job site at the request of the Building Official. a 26-page Appendj�, .ESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT .•```»:''':ram'., MAY BE NECESSARY IN ORDER.TO' �:; COMPLY WITH ALL APPLICABLE CODES. 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 flnincial 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 IERD nJ 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. FOM (t��&03— p 6 13 CONCEALED FASTENERS OR ATTACHMENTS ST. LUCIE COUNTY BUILDING DIVI ARE THE RESPONSIBILITY OF THE ON �2�cPL CONTRACTOR OR RECORD REVIEWED FOR C N � I REVIE.�lE Y / DATE) ,e I PLANS AND PERMIT MU T BE KEPT ON JOB �FILE COPY SITE OR NO INSPECTION(S) WILL BE MADE I rTRINITYIERD - APPENDIX S,A- ACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table (wbeck' Application N'', =- Type Description Page 1A-1 t-W,.00d New or Reroof (Tear -Off) _ _ A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4 -1A-21A%ood New, Reroof (Tear -Off) or Recover - A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5 1B7z1No6"d New, Reroof (Tear -Off) or Recover_ - ; , -, =:. B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 5 . •1C 4=' Wood New, Reroof (Tear -Off) or Recover_.,: C Mech. Attached Insulation, Bonded Roof Cover 6 _ iD Wood �.° `i. New, Reroof (Tear -Off) or Recover ; -'_ y ,,;•, •;.- D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 6 1E=1 Wood New or Reroof (Tear -Off) '` '>'= !'; E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 7 1E-2 Wood New, Reroof (Tear -Off) or Recover,' W , s �' ,'. E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 8 —IF—Wood New or Reroof (Tear -Off) L . r='•, F Non -Insulated, Bonded Roof Cover 8 2A Steel or Structural concrete New, Reroof-(Tear-Off)-or-Recover,'" '� `. L Z B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 9 2B Steel or Structural concrete New, Reroof (Tear -Off) or Recover } '`,-1 c:; „` 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 3B Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover J4 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 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 5A 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 5C CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 22 5D I 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 i - 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 following 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 of the roof deck shall be documented through proper codified and/or FBC Approval documentation. L t 2. Insulation%base sheet fasteners shall be of sufficient length for the following deck engagement: - .. ➢ Wood: ' Minimum 0.75-inch penetration. Y Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. Str'uctural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions. 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 CA 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, I.I.C. d/b/a Trinity ( ERD Evaluation Report A42970.10.12-R2 for 1`1.16027-J4 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 1 of 26 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 (SBS, Asphalt -Applied) Cap Ply TriBuilt SBS Granular HA at 20-40 Ibs/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 APP-TA Base Ply or Ply TriBuilt APP Smooth (APP, Torch -Applied) Torch -Applied Cap Ply TriBuilt APP Smooth, TriBuilt APP Granular APP-SA Cep Ply- TriBuilt SA APP Cap (APP, Self -Adhering) 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 Capny Self -Adhering CR-20, 12-inch o.c. -270.0 VB-5. ASTM D41 .- 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 IERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6' EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-R2 for FL16027-R2 Revision 2: 09/25/2017 Appendix 1, Page 3 of 26 NTIN' ITY I ERD TABLE lE-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 O.C. in two, equally spaced, staggered SA SA, SBS-TA or -52.5* 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 (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 _AP-P—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 -60.0* 24-inch spans center rows APP-TA TABLE 1F: WOOD DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER System Roof Cover (Note 15) MDP No. Deck Primer (Psf) Joint Treatment Base Ply Ply Cap Ply Min. 15/32-inch plywood (Optional) SBS-SA or SBS-SA, APP-SA, SBS-TA W 5 at max. 24-inch spans (Optional) ASTM D41 None SBS-SA APP-TA or APP-TA -90.0 Min. 15/32-inch plywood Plywood joints are covered with 4-inch wide strips of TriBuilt SA (Optional) SBS-SA or SBS-SA, APP-SA, SBS-TA W-6 at max. 24-inch spans (Optional) ASTM D41 SBS Base, rolled into place to create continuous bond. TriBuilt SA SBS Base APP-TA or APP-TA -97.5 Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL36027-14? 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 8 of 26