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Home My WebLink AboutEVALUATION REPORT1 f SCANNED Luc 00u FRECEIVE-D EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 Christian Street 0TRINITYIERD R G018 Oxford, CT 06478 (203)262-9245 EVALUATION REPORT nty, Nerml£tln TRI-BUILT Materials Group, LLC Evaluation Report A42970.10.12-R2 PO Box 70 FL16027-112 Rutherford, NJ 07070 Date of Issuance: 10/23/2012 (800) 516-1485 Revision 2: 09/25/2017 SCOPE: This Evaluation Report is issued under Rule §IG20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. he documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the pr uQ1de B iIn Code. The product described herein has been evaluated for compliance with the I, Edition (2017) Florida Building Co ections noted herein. DESCRIPTION: TRI-BUILT Modified Bitumen Roof Sysms te LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is v2 Quality Assurance documentation changes, or pro this Evaluation Report by the named client consl changes or the referenced Quality Assurance docui Evaluation Report relative to updated Code require ADVERTISEMENT: The Evaluation Report number pre advertising literature. If any portion of the Evaluati lid until such time as the named product(s) changes, the referenced isions of the Code that relate to the product change. Acceptance of .itutes agreement to notify Robert Nieminen, P.E. if the product -nentation changes. Trinity) ERD requires a complete review of this m,ents with each Code Cycle. INSPECTION: Upon request, a copy of this entire Evalua its distributors and shall be available for inspection at This Evaluation Report consists of pages 1 through 4, J by the words "Trinity I ERD Evaluated" may be displayed in !port is displayed, then it shall be done in its entirety. n Report shall be provided to the user by the manufacturer or job site at the request of the Building Official. a 26-page Appendix. Prepared by: F y 5T11Ts OF rT Robert J.M. Nieminen, P.E. .��, `. The facsimile seal appearing was authorized by Robert Nleminen, Florida Registration No. 59166, Florida DCA ANE1983 20- P.E. on09/25/2017. This does not serveasanelectronically 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 evaluatesli 2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not ow 1 c distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial inter which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial inte product. 5. This is a building code evaluation. Neither Trinity ERD nor Robert N project on which this Evaluation Report, or previous versions thereof, specifically for that purpose. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBIL[TY OF THE CONTRACTOR OF RECORD operated or controlled by any company manufacturing or THESE PLANS AND ALL PROPOSE'[ ARE SUBJECT TO ANY CORRECT)C REQUIRED BY FIELD INSPECTORS MAY BE NECESSARY IN ORDER TO COMPLY WITH Ai4-APPWCgBLE C( in any company manufacturing or distributing products for in any other entity involved in the approval process of the nen, P.E. are, in any way, the Designer of Record for any 'as used for permitting or design guidance unless retained l�jt73-0377 WORK ST, LUCK' Couv y BiIILn__ T - SION �S REVIEWED FOR COii1P uvq REVIEWED B T DATE, PLANS AND PERMIT ST BE KEPT ON JOB 1 Sr OR NO LN"ECTION WELL BE INUDE. ��TRINITYJERD - APPENDIX-1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE -_Table -Deck Application Type Description Page 1A-1 Mood New or Reroof (Tear -Off) f 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 _ 16 Wood New, Reroof (Tear -Off) or Recover:: - B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 5 1C = Wood New, Reroof (Tear -Off) or Recover' -` C Mech. Attached Insulation, Bonded Roof Cover 6 -.11) -.. Wood New, Reroof (Tear -Off) or Recover` D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 6 'z •1E71 ._ -: Wood-" New or Reroof (Tear -Off) -- - - E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 7 Wood New, Reroof (Tear -Off) or Recover— "' E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 8 1F .• _ = - Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 8 2A Steel or Structural concrete New; Reroof (Tear -Off) or Recovery 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 `' 313' � r':` 'Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 14 ;LN/IC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 15-16 _ 413 `LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 16 ':0 k 4C;`� L .WIC New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover ` 17-19 ?SA=;" r _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 C ; CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 22 - �- -513 "-, CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 22 ' 5E — "----C W,F 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 i :: Gypsum New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 24 :7A =y, t: Various Recover A-1 Bonded Insulation, Bonded Roof Cover 25 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. r 2. `'_lnsdl�tioh / 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.. _ ,Urildss otherwise noted, insulation may be any one layer or combination of polyisocyanu 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 Reserch and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report A42970.30.12-R2 for FL16027-112 Certificate.of Authorization N9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2011,' Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 1 of 26 L' 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. 16. TRINITY I ERD TABLET: TRI-BUILT ROOF COVERS Reference Layer Material Application BP -AA Base Ply FBC Approved ASTM 04601, 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 B" ae Piy Trig lu It SA SBS Baste Self -Adhering (SBS Self AdhennQ) r , Ca PI Tn'Teu It SA+SBS Ce..:. APP-TA Base Ply or Ply TriBuilt APP Smooth Torch -Applied Cap Ply TriBuilt APP Smooth, TriBuilt APP Granular (APP, Torch -Applied) APP-SA -Cap Ply TriBuilt SA APP Cap Self -Adhering (APP, Self -Adhering) 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. AST 1 - TriBuilt SA SBS Ca _ Self-Adljeting Millennium One Ste Foamable Adhesive, 12-inch o.c. -157.5 UB � AST q4m TriBuilt SA SBS ' p �S�el Adher10 ing CR20,nch o.e. -270.0 VB-S.- A D41 ► 'wilt SA SBS Base x ! •Self -- .eying; ..A Millenmum ne Step Fo"amable dhesive, Millennium PG-1 Pump Grade - hesrve, OfyB 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.L.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 Evaluation Report A42970.10.12-R2 for FL16027-R2 Revision 2: 09/25/2017 Appendix 1, Page 3 of 26 #I 1-1,NTINITY'IERD 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 Firestone MB Base, or TruFast MP-3 with TruFast HD center rows APP-TA TA, APP-TA Pl 28, T, AF LAS #7 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) 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 IF: 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 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 FL16027-R2 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/201)' Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 8 of 26 il ��TRINITYJERD 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 Base Sheet Roof Cover (Note 15) MOP No. (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 565-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 -Min39/32-inch— Polyglass Elastobase or Polyglass -OW-Flat Bottom -Plates -(square) -with 12-inch o.c. in 4-inch lap and 12-inch -One.orsnoreSB - SBS-SA, APP- W-4 plywood at max. Elastobase Poly with poly top surface Roofgrip #12 o.c. in two, equally spaced, staggered SA -S/FSB5=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 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-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 i6 dt SAtSBsiBase �p O al).36S A or , SBS-SA, APP-SA, SBS-TA g7 5 at max. 24-inch spans SBS Base, rolled into place to create continuous bond. r - ...z APP TA or APP-TA Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization #9503 6r" 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