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Home My WebLink AboutEVALUATION REPORTI:l%14eI_yIM►1:3 TRI-BUILT Mat( PO Box 70 Rutherford, NJ I (8001516-1485 SCOPE: 11 This Evaluation Re, construction mate P.E. for use of the compiliance with tl DESCRIPTION: TRI-B LABELING: Labeling herein. 1 CONTINUED COMPLIAI i Quality Assurance I this E� aluation Re changes or the ref( Evaluation Report I ADVERTISEMENT: Th( advertising literatu INSPECTION: Upon r( its distributors and This Evaluation Rei Prepared by: Robert J.M. Niemir Florida Registration Nc CERTIFICATION OF INDEPEN 1. Exterior Research in any company rr 2. Exterior Research distributing produ 3. Robert Nieminen, which the evaluat 4. Robert Nieminen, product. 5. This is a building project on which specifically for tha I i� u •y-x. ST. LUCIE COUNTY SUILDIM DIVISI FOR COM IA [MUST EVIEWE ATE Z G I PLANS AMD PE MIT ERD E KEPT ON JOB OR NO INSPECTION WILL BE MADE s Group, LLC S(W&E-D �U 131, Lucia Cow& EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 Christian Street Oxford, CT 06478 (203) 262-9245 Evaluation Report A42970.10.12-R2 FL16027-R2. Date of Issuance:10/23/2012 Revision 2: 09/25/2017 sort is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of als in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, product under the Florida Building Code. The product described herein has been evaluated for 6th Edition (2017) Florida Building Code sections noted herein. LT Modified Bitumen Roof Systems shall be in accordance with the requirements the Accredited Quality Assurance Agency noted 'E: This Evaluation Report is valid until such time as the named product(s) changes, the referenced )cumentation changes, or provisions of the Code that relate to the product change. Acceptance of )rt by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product enced Quality Assurance documentation changes. Trinityl ERD requires a complete review of this lative to updated Code requirements with each Code Cycle. Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. luest, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or hall be available for inspection at the job site at the request of the Building Official. rt consists of pages 1 through 4, plus a 26-page Appendix. P.E. 66, 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. Design, LLC. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest ufacturing or distributing products it evaluates. Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or it evaluates. E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for i reports are being issued. E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the e evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained Irpose. CONCU ED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS , REQUIRED BY Fl= IMPEC TORS THAT t AY UE NECES&AM IN ORDER TO COMPLY WITH AU APPUCAKE CODES. qj TRINITY I ERD APP.END13(1;. ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE •Table'_ � 1--Deck Application Type Description =' Page -' 1A-1 1N6ad New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4 1K-2 r -_' %o d New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover -,5 ' 1K' —Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 5 . 'Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 6 . 14,- 173 s' Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 6 ' '1 =z� -'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 E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 8 ;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 30 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 11-14 3B c_.- 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 4B `4 • 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 SB=— > CUHF--' New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 21 SCE= = CW_F- New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 22 5DS-c ' CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 22 5E - a _ 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 66 ' - ' ��, 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 Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 26 The following notes apply to the systems outlined herein: j" 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. 2. —Insulation- _-Ease-s >f ee as eners 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. y' ➢ 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, I.I.C. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL36027-R2 Certificate of Authorization #9503 C" 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 >1 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 Tase-Ply —FBCApproved 4 ype HA at 20-40 Ibs/square Ply FBC A Approved ASTM D2178, Type IV or VI (Base and Ply sheets, Asphalt -Applied) 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 jFTTjB➢ilt' AS se (SBS, Self -Adhering) Self -Adhering Cap PlyX 5TriBailt`S SBS=Z p APP-TA Base Ply or Ply TriBuilt APP Smooth Torch -Applied Cap Ply TriBuilt APP Smooth, TriBuilt APP Granular (APP, 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 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, LLC. d/b/a Trinity( ERD Evaluation Report A42970.10.12-R2 for FL36027-R2 Certificate of Authorization #9503 C' 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 \,I TRINITY I ERD TABLE 1E-2: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR-OFF)oRRECOVER 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,1M 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 APP-TA Min. 19/32-inch Polyglass Elastobase or Polyglass OMG Flat Bottom Plates (square) withOne 12-inch o.c. in 4-inch lap and 12-inch 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 F: 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 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 tacreate continuous bond. APP-TA or APP-TA Exterior Research and Design, LLC. d/b/a Trinity IERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6T" EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-R2 for FL36027-R2 Revision 2: 09/25/2017 Appendix 1, Page 8 of 26 •`