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Home My WebLink AboutREVISIONI OFFICE USE ONLY: SCANNE9I DATE FILED: 2� ((� �fl �� P®Q PERMIT # REVISION FEE: RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 '�•o� (I72) 462.1553 s�% des` !Gc`9Q APPLICATION FOR BUILDING PERMIT REVISIONS °�,�d PROJECT INFORMATION T ,0C A TTON/STTR DETAILED DESCRIPTION OFF PROJECT Jz� \REVISIONS:A. A I-P � C IaZ CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: STA PHONE (DAYTIME): OWNER/BUILDER INFORMATIO : NAME: ADDRESS: PHONE (DAYTIME: ARCHITECT/ENGINEER INFORMATION: i NAME: ADDRESS: CITY: .,. ,• PHONE (DAYTIME): SLCCC: 9123109 Revised 06130/17 ST. LUCIE CO CERT. #: ZIP: FAX: ATE: _ ZIP: ••V4.a //� ��•W�� ppy�� ILA � �f SC UO V U UL`�U `1 ' DI I St Lucie Cn, �,� EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 TRINITY ERD 353 Christian Street QOOxford, CT 06478 (203)262-9245 EVALUATION REPORT TRI-BUILT Materials Group, LLC i Evaluation Report A42970.10.12-R2 PO Box 70 FL16027-112 Rutherford, NJ 07070 I Date of Issuance: 10/23/2012 (800) 516-1485 I Revision 2: 09/25/2017 SCOPE: I This Evaluation Report is issued under Rule 61G20-3 and te 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 Wh Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Modified Bitumen Roof Systems i I LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. I i CONTINUED COMPLIANCE: This Evaluation Report is valid untiI l 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 th.e job site at the request of the Building Official. I This Evaluation Report consists of pages 1 through 4, plus a 26-page Appendix. Prepared by: I ��suttltrp,p —' �•' .74t'L+S •�� I 'i_ Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E.'on Ob/25/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: I 1. Exterior Research & Design, LLC. d/b/a Trinity I ERD doe's 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. VT--RINITYIERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description Page IA-1 Wood New or Reroof (Tear -Off) 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 5 113 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 lE-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 11-14 313 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 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 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 Gypsum New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 23 613 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. T Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report A42970.10.12-R2 for FL36027-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 2tj, �'- c '\,�TRINITYJERb 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 Ibs/square Ply FBC 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 TriBuilt 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. Cap Ply riBuilt APP Smooth, TNBuilt APP Granular (APP, Torch -Applied) 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 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-S. 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 PG300 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 Evaluation Report A42970.10.12-R2 for FL16027-112 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 3 of 26 ��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 1) Base Sheet Roof Cover (Note 15) MDP No. (Note Base Fasteners Attach Base Ply Cap Ply (psf) Min. 19/32-inch Polyglass Elastobase, Po yg ass 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 Bas , CertainTeed' 4 d Glasbase, Foie tone MB Base, Perma- Roofgrip #14, Dekfast Hex with Dekfast #14 o.c. m two, equally spaced, staggered more BP -AA or t SBS-AA, SBS- TA APP-TA 52.5 _ -24-inch spans 8 PI 2 , amko Glass Base or GAFGLAS #75 or Tru Fast MP-3 with Tru Fast HD center rows APP-TA-' - W-2_ Min. 19/32-inch Polyglass-Elastobase or Polyglass--Dekfast Hex with Dekfast #14 orTruFast MP- 12-inch o.c. in 4-inch lap and 12-inch One or more SBS- SBS-SA, APP- _ _ —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 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 P 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 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 Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Evaluation Report A42970.10.12-112 for FL36027-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 8 of 26,,