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\ f TRINITY J ERD <br /> APPENDIX 1;ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE <br /> Table Deck Application Type Description Page <br /> 1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 4-5 <br /> 2 Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 6-8 <br /> 3 Wood New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 9-10 <br /> 4 Wood New,Reroof(Tear-Off) E Non-insulated,Mech.Attached Base Sheet,Bonded Roof Cover 11-12 <br /> 5 Wood New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 13-14 <br /> The following notes apply to the sVstems outlined herein: <br /> 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 AH1. Load resistance of the <br /> roof deck shall be documented through proper codified and/or FBC Approval documentation. <br /> 2. Unless otherwise noted,insulation may be any one layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite or gypsum-based roof board that meets the QA requirements of F.A.C.Rule 61G20- <br /> 3 and is documented as meeting FBC 1505,1 and,for foam plastic,Chapter 26,when installed with the roof cover. <br /> 3. Bonded polyisocyanu rate insulation boards shall be maximum 4 x 4 ft. <br /> 4. The maximum design pressure for the selected base assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. This Is already addressed in the tables that follow via <br /> "N/A"reference if the baseline system is"Not Applicable"to Zone 1 design pressure requirements. <br /> 5. For existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing <br /> and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. <br /> 6. For Recover Applications using System Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application. <br /> 7. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications. <br /> TABLE A:CERTAINTEED FUNTLASTIC®MODIFIED BITUMEN COMPONENTS&APPLICATION METHODS <br /> Reference Layer Material Application <br /> BP-AA Base Glasbase;All Weather/Empire Base;Flexiglas Base;Flintlastic Base 20 <br /> (Base and Ply sheets,Asphalt- ply Flintglas Ply Sheet Type IV;Flintglas Premium Ply Sheet Type VI Hot asphalt at 20-40 Ibs/square <br /> Applied) y <br /> Base Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base <br /> SBS-AA Ply Flintlastic Base 20,Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base <br /> (SBS,Asphalt-Applied) Flintlastic Cap 30;Flintlastic Cap 30 CoolStar;Flintlastic FR Cap 30;Flintlastic FR Cap 30 CoolStar;Flintlastic FR Dual Cap; Hot asphalt at 20-40lbs/square <br /> Cap Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; Flintlastic GMS; <br /> Flintlastic GMS CoolStar <br /> Base Flintlastic Base 20 T;Flintlastic FR Base 20 T <br /> SBS-TA Ply Flintlastic Base 20 T;Flintlastic FR Base 20 T <br /> (SBS,Torch-Applied) To <br /> Cap Flintlastic FR Cap 30 T;Flintlastic FR Cap 30 T CoolStar;Flintlastic GTS;Flintlastic GTS-FR;Flintlastic GTS-FR CoolStar; <br /> FlintClad <br /> Exterior Research and Design,I.I.C.d/b/a Trinity(ERD Evaluation Report C40710.12.13-R4 for FL16709-R4 <br /> Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 4:09/14/2017 <br /> Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic®Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 1 of 14 <br />