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Home My WebLink AboutUntitled (2) Architectonic Inc May 8,2018 Saint Lucie County Building Department Attn: Roof Permit Plan Review 2300 Virginia Avenue Ft. Pierce, FL 34982 Re: Roofing specification prepared for the St. Lucie County Building Dept.for the structure located at 2453 Johnston Road,St. Lucie County Manufacturer: Tri-Built Roofing Products 1 Profiles: Tri—Built Modified, FL#16027.1 Code: FBC 2017;Section R 905.10 Wind Speed: 160 MPH; Ultimate Design Wind Speeds Exposure: C Mean Roof Height: 30' Maximum Pitch: 1/4/12 Required Design Pressure: Zone1:-31.46 Zone 2:-49.61 Zone3:-68.97 Maximum Uplift Pressure: -90 Base: SBS-SA Cap: SBS-SA,APP-SA,SBS-TA OR APP-TA Roof Decking: Existing 5/8" plywood sheathing to be nailed w 8d x 2" ring shank nails @ 6" O.C.thru out Zone 1,4" O.C. perimeter&6" O.C.field Zone 2, and 4" O.C.thru out Zone 3. The above approved, as per Florida Building Code Compliance acceptances, 2017 Florida Building Code, and the Manufacturer's recommendations. r ,Respectful y.S.ub t 44 cgil,,.._,,,,,p.,:_l_.J,..,_:z., 41 4k 1Micha I Seal .. 11, ` hit ctonic Inc..•°,1 ' EDN 9 1 806 Delaware Avenue Tel: 772 460 7751 www.architectonicinc.com Fort Pierce, Florida 34950 Fax: 772 460 4244 FL Reg#AA26003348 1 of 1 EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization#9503 ClCTRINITY353 Christian Street ERD Oxford,CT 06478 (203)262-9245 EVALUATION REPORT TRI-BUILT Materials Group,LLC Evaluation Report A42970.10.12-R2 PO Box 70 FL16027-R2 • 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 6th 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!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: Robert J.M. Nieminen,P.E. '•,b-; ;Q by ,;•� .� ` The facsimile seal appearing was authorized Robert Nieminen, Florida Registration No.59166,Florida DCAANE1983 (J ..h�"+'J\>4%,� P.E.on 09/25/2017.This does not serve as an electronically signed +.JJ,rrr.'t..ris 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'ERD nor Robert Nieminen, P.E. are, in any way,the Designer of Record fo'r 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. t • • cl( TRINITY ERD I..APP.ENDIX'1,ATTACHMENT REQUIREMENTS'FOR VIIIND,UPLIF,T RESISTANCE' Table Deck Application Type Description Page lA-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 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 10 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 Cover10 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 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 SD 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 68 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 polyisocyanurate, 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 6TH 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 , i TRINITY I ERD 15. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications. TAaLE l TRI`•BUILTRooF Covelu 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-Applied) Cap Ply TriBuilt SB5 Granular Torch-Applied SBS-SA Base Ply TriBuilt SA SBS Base Self-Adhering (SBS,Self-Adhering) Cap Ply TriBuilt SA SBS Cap APP-TA Base Ply or Ply TriBuilt APP Smooth Torch-Applied (APP,Torch-Applied) Cap Ply TriBuilt APP Smooth,TriBuilt APP Granular 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: VAPORBARRIEROPTIONS STRUCTURALCONCRETEDECK%ADHERED.INSULATION"PERTABLE3A_;_ Vapor Barrier Option# Primer Insulation Adhesive MDP(psf) Type Attach VB-1. ASTM D41 TriBuilt SA 5BS 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 SB5 Cap Self-Adhering Millennium One Step Foamable Adhesive,12-inch o.c. -157.5 VB-4. ASTM 041 TriBuilt SA SBS Cap Self-Adhering CR-20,12-inch o.c. -270.0 VB-5. ASTM D41 TriBuilt SA 5BS 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 6TH 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 • C)( . TRINITY ERD _ -.TABLE lE 2 WOOD DECKS NEW CONSTRUCTION,"REROOF(TEAR-OFF)oR RecovER SYSTEM TYPE Er.;;NON,INSULATED,MECHANICALLY ATTACHED BASE SHEET;BONDED.:ROOF 000ER System Base Sheet Roof Cover'(Note 15) MDP Deck(Note 1) 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 Poly,Polyglass G2 Base,CertainTeed SBS-AA,SBS- W-1 plywood at max. Glasbase,Firestone MB Base,.IM Perma- Roofgrip#14,Dekfast Hex with Dekfast#14 o.c.in two,equally spaced,staggered more BP-AA or TA,APP-TA -52.5 24-inch spans Ply 28,Tamko Glass Base or GAFGLAS#75 or TruFast MP-3 with TruFast HD center rows APP-TA 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- o.c.in two,equally spaced,staggered One or more SBS- W-2 gg SA,SBS-TA or 52.5* plywood at max. Elastobase Poly with poly top surface 3 with Tru Fast HD SA 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 12-inch o.c.in 4-inch lap and 12-inch SBS-SA,APP- Polyglass Elastobase or Polyglass OMG Flat Bottom Plates(square)with One or more SBS- 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) I MDP . No. Deck Primer Joint Treatment Base Ply PlyCap 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 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,LLC.d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization#9503 6TH 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 — 1