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Home My WebLink AboutRevisions OFFICE USE ONLY: DATE FILED: ��<9 �1 -A PERMIT# REVrSION FEE: / 0 RECEIPT# I a PLANNING&DEVELOPMENTS SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982.565 (772)462.1553 Ilkc APPLICATION FOR BUILDING PERM I E -ft—NOW: WE PROJECT INFORMATION LOCATION/SITE ADDRESS: DETAILED DESCRIPTION OF PROJECT REVISIONS: A f� CONTRACTOR INFORMATION: STATE of FL REG./CERT.#: ST.LUCIE CO CERT.#: BUSINESS NAME: K1 ccs QUALIFIERS NAME: l ADDRESS: kA-S ` (L CITY: STATE: ZIP: l PHONE(DAYTIME): FAX: ?5S OWNERBUILDER INFORMATION: NAME: ADDRE Y CITY: STATE: ZIP: PHONE(DAYT FAX: ARCHITECT/ENGINEER INFORMATION: `/ NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: SLCCC:9/23/09 RE C wmrtm PAVA r BE lm) Revised 06/30/17 FEB B 8 2019 Permitting Department St. Lucie County, FL EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization#9503 TRINITY I ERD 353 Christian Street Q0Oxford,CT 06478 (203)262-9245 EVALUATION REPORT TRI-BUILT Materials Group,LLC Evaluation Report A42970.10.12-112 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 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 product under the Florida Building Code. The product described herein has been evaluated for compliance with the 6ch 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 I 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: r— �Q:: a _ FILE, C_ 0 Robert J.M.Nieminen,P.E. - �, ''a •''J.-F� y'CT.!.r.•`�- The facsimile seal appearing was authorized by Robert Nieminen, '+r��jlain.\;4L��' P.E.on 09/25/2017.This does not serve as an electronically signed Florida Registration No.59166,Florida DCAANE1983 �,,�^ 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 IERD nor 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. XTRINITY I ERD APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description Page 1A-1 Wood New or Reroof(Tear-Off) c A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 4 IA-2 Wood New,Reroof(Tear-Off)or Recove A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5 1B 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 1D Wood New,Reroof(Tear-Off)or Recover 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 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 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 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 14 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 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 5C CWF New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 22 SD CWF New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 22 SE 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 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. 2. Insulation/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 CIA 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-R2 for FL16027-R2 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 1 of 26 S I J v' ry yf C�o TRINITY I ERD 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 HA at 20-40 lbs/square (Base and Ply sheets,Asphalt-Applied) Ply FBC Approved ASTM D2178,Type IV or VI SBS-AA Cap Ply TriBuilt SBS Granular HA at 20-40 lbs/square (SBS,Asphalt-Applied) SBS-TA (SBS,Torch-A lied Cap Ply TriBuilt SBS Granular Torch-Applied SBS-SA Base Ply TnBuilt SA SBS Base (SBS,Self-Adherin Cap Ply TriBuilt SA SBS Cap Self-Adhering APP-TA Base Ply or Ply TriBuilt APP Smooth Torch-Applied (APP,Torch-Applied) Cap Ply TriBuilt APP Smooth,TriBuilt APP Granular APP-SA Cap Ply TriBuilt SA APP Cap 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 applies: VAPOR BARRIER OPTIONS;STRUCTURAL CONCRETE DECK;ADHERED INSULATION PER TABLE 3A Option# Primer Type Vapor Barrier Insulation Adhesive MDP(psf) 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. I ASTM D41 I 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 -290.0 Adhesive,OlyBond 500 or CR-20,12-inch o.c. 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 I ERD Evaluation Report A42970.10.12-R2 for FL16027-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 3 of 26 TRINITY I ERD TABLE IE-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 1) Base Sheet Roof Cover(Note 15) MDP No. Base Fasteners Attach Base Ply Cap Ply (psf) Polyglass Elastobase,Polyglass Elastobase Min.19/32-inch 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 Tru Fast HD center rows APP-TA TA,APP-TA Ply 28,Tamko Glass Base or GAFGLAS#75 Min.19/32-inch 12-inch o.c.in 4-inch lap and 12-inch SBS-SA,APP- Polyglass Elastobase or Polyglass Dekfast Hex with Dekfast#14 or TruFast MP- One or more SBS- W-2 plywood at max. Elastobase Poly with poly top surface 3 with Tru Fast HD cen in two,equally spaced,staggered SA SA,SBS-TA or 52.5* 24-inch spans center rows APP-TA Min.19/32-inch 12-inch o.c.in 4-inch lap and 12-inch (Optional)One or Polyglass Elastobase or Polyglass OMG Flat Bottom Plates(square)with 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 Icenter rows APP-TA Min.19/32-inch Roofgrip 12-inch o.c.in 4-inch lap and 12-inch SA One or more SBS- SBS-SA,APP- W-4 plywood at max. Polyglass Elastobase or Polyglass Flat Bottom Plates(square)with o.c.in two,equally spaced,staggered SA,SBS-TA or -60.0* 24-inch spans Elastobase Poly with poly top surface Roofgrip#12 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 No. Joint Treatment Base Ply Ply Cap Ply (psf) 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 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 5BS Base,rolled into place to create continuous bond. APP-TA or APP-TA Exterior Research and Design,U.C.d/b/a Trinity ERD Evaluation Report A42970.10.12-R2 for FL36027-R2 Certificate of Authorization 49503 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 I � S