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Home My WebLink AboutRevisions OFFICE USE ONLY: J J DATE FILED: / PERMIT# REVISION FEE: RECEIPT# PLANNING & DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982.5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION i LOCATION/SITE ADDRESS: " 1 DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: /- STATE of FL REG./CERT. #: ��' L/,, U � ST. LUCIE CO CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: 4 T S CITY: STATE: ZIP: PHONE(DA TIME): FAX: OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: SLCCC: 9/23/09 Revised 06/30/17 r 111- d�10'1 QOTRINIWIERD APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE �a; ........... 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 11) 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 ver 7 1E-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded R 8 1F Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 8 2A Steel or Conc. New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation, n o ver 9 2B Steel or Conc. New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 10 2C Steel or Conc. New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonde o11 3A-1 Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 12-14 3A-2 Concrete New or Reroof(Tear-Off) A-1 Bonded Temporary Roof,Bonded Insulation,Bonded Roof Cover Ak 15 3B Concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 15 4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 16-17 4B LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 17 4C LWIC New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 18-20 SA CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 21 5B CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 22 5C CWF New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 22 51) CWF New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 23 5E CWF New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 23 6A Gypsum New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 24 6B Gypsum New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 25 6C Gypsum New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 25 6D Gypsum New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 25 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 26-27 7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 27 The following notes apply to the systems outlined herein: '� r 1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirem nts to the sat'ji to t* resis a the roof deck shall be documented through proper codified and/or FBC Approval documentation. IN G DIVISION 2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement: FORRev# WED REVIEWED R COMP Wood: Minimum 0.75-inch penetration. DATE 'r By Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. Concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions. MUST PLANS E KEPTOERI IT 3. Unless otherwise noted,insulation may be any one layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite,Dens Deck,Dens De a S4NC1Vygiy ��FC''(966rd or SE UROCK Glass-Mat 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 2603.4.1 or 2603.6,w eLrfD� . Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report A42970.10.12-RI for FL16027-R1 Certificate of Authorization#9503 Revision 1:03/23/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 27 TRINITY ERD 14. 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 FBC Approved ASTM D4601,Type II (Base and Ply sheets,Asphalt-Applied) Ply FBC Approved ASTM D2178,Type IV or VI HA at 20-40 lbs/square SBS-AA (SBS,Asphalt-Applied) Cap TriBuilt SBS Granular HA at 20-40 lbs/square SBS-TA (SBS,Torch-Applied) Cap TriBuilt SBS Granular Torch-Applied SBS-SA Base TriBuilt SA SBS Base (SBS,Self-Adhering) Cap TriBuilt SA SBS Cap Self-Adhering APP-TA Base or Ply TriBuilt APP Smooth (APP,Torch-Applied) Torch-Applied Cap TriBuilt APP Smooth,TriBuilt APP Granular APP-SA (APP,Self-Adhering) Cap TriBuilt SA APP Cap Self-Adhering 15. The following represent priming requirements for gypsum-based coverboards: Dens Deck and Dens Deck Prime shall be field-primed with ASTM D41 primer prior to self-adhering or torch-applied membrane application. No priming is required for hot-asphalt membrane applications. r SECUROCK Gypsum-Fiber Roof Board does not require field priming for any membrane application. 16. "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 A42970.10.12-111 for FL16027-R1 Certificate of Authorization#9503 Revision 1:03/23/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 3 of 27 a � ' TRINITY ERD 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(See Note 1) Base Sheet Roof Cover MDP No. Base Fasteners Attach Ply Cap (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 TruFast 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 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,SB5- 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 12-inch o.c.in 4-inch lap and 12-inch SBS-SA,APP- W-4 plywood at max. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates(square)with o.c.in two,equally spaced,staggered One or more SBS SA 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 MOP No. Joint Treatment Base Ply Cap (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 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 ond. TriBuilt SA SBS Base APP-TA or APP-TA 97'5 04� Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report A42970.10.12-R1 for FL16027-R1 Certificate of Authorization#9503 Revision 1:03/23/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 8 of 27 t