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�� �'��TRl�II� ER�., ' '� � APPENDIX-1:ATfACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE � ' - Table Deck Applicatian Type Description Page •� 1 Wood New or Reroof(Tear-Of� A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 4-5 2 Wood New,Reroof(Tear-Of�or Recover C Mech.Attached Insulation,Bonded Roof Cover 6-8 � 3 Wood New,Reroof(Tear-Of�or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 9-10 4 Wood New,Reroof(Tear-Offl E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 11-12 5 Wood New,Reroof(Tear-Of� E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 13-14 The followins notes aaulv to the svstems outlined herein: 1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and strudurel members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted,insulation may be any one layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlfte or gypsum-based roof board that meets the qA 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 2603.8,when installed with the roof cover. 3. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 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 "N/A"reference ifthe baseline system is"Not Applicable"to Zone 1 design pressure requirements. 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 and analysis shall be in acco�ance with TAS 105 or ANSI/SPRI FX-1. 6. For Recover Applicati singcS�9stem Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application. � `\ 7. Unless otherwise�tefi,reTj�dfo�e following references for bonded base,ply or cap sheet applications. � = � � - TABLE A:CERTAINTEED PLINTLASTIC�MODIFIED BITUMEN COMPONENTS&APPLICATION METHODS - � � � ' - , Refe (�. Layer Material � Application P-AA � /� B e Glasbase;All Weather/Empire Base;Flexiglas Base;Flintlastic Base 20 (B� sheets,Asphalt- 0� F f�glas Ply Sheet Type IV;Flintglas Premium Ply Sheet Type VI Hot asphalt at 20-40 Ibs/square � �S ` Ij tic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultre Poly SMS Base SBS- A�J ' � tlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base Flintlastic Ca Hot asphalt at 20-40 Ibs/square �5,Asphalt-Applied) OS�� Oa�� p 30;Flintlastic Cap 30 CoolStar;Flintlastic FR Cap 30;Flintlastic fR Cap 30 CoolStar;Flintlastic FR Dual Cap; Flintlastic FR-P; Flfntlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; Flintlastic GMS; � Cj �� Flintlastic GMS CoolStar;Flintlastic Premium GMS;Fl(ntlastic Premium GMS CoolStar a� (� Q Q Base Flintiastic Base 20 T;Flintlastic FR Base 20 T SBS-TA ��ad� Ply Flintlastic Base 20 T;Flintlastic FR Base 20 T Torch-Applied (SBS,Torch-A�¢I� b ��.��' �,�� Cap Flintlastic FR Cap 30 T;Flintlastic fR Cap 30 T CoolStar;Flintlastic GTS;Flintlastic GTS CooiStar;Flintlastic GTS-FR;Flintlastic GTS-FR CoolStar;FlintClad � � Exterior Research and Design,LLC,d/b/a Trinity�ERD Evaluation Report C40710.12.13-R3 for FL16709-R3 Certif(cate of Authorization#9503 Revision 3:Ol/26/2016 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 14 �