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ONEMOJetc. .- 8. Bonded polyisocyanu rate insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16,and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1,FM Loss Prevention . Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements. 10. For assemblies with all components fully bonded in place,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no rational analysis is permitted. 11. For mechanically attached components over 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 accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 12. For existing substrates in a bonded recover or re-roof installation,the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system(for recover)shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction,as documented through field uplift testing in accordance with ANSI/SPRI IA-1,ASTM E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For Concrete Deck or Recover Applications using System Type D,the insulation is optional. 14. Lightweight Insulating Concrete(LWC)shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced,refer to current LWC Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat thickness is 2-inches. For LWC over structural concrete,reference is made to FBC Section 1917.4.1,Point 1. For"pre-existent'LWC references,listings were established through testing over lightweight concrete cast using only foaming -agent(ASTM C896),water and Portland cement(ASTM C150),with no proprietary additives,in accordance with procedures adopted by Miami-Dade BCCO(FBC CER1592). Unless otherwise noted,use of these listings in new construction or re-roof(tear-off)applications is at the discretion of the Designer of Record and Authority Having Jurisdiction. 15. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications. MODIFIED: REFERENCE LAYER MATERIAL APPLICATION BP-AA Base Glasbase;All Weather/Empire Base;Flexiglas Base;Flintlastic Base 20 Hot asphalt at 20-401bs/square (Base and Ply sheets,Asphalt-Applied) Ply One or more Flintglas Ply 4;Flintglas Premium Ply 6 BP-AA2 Base Yosemite Venting Base Hot asphalt in 24-inch diameter spots in (Base,Spot-Asphalt-Applied) 30-inch grid pattern BP-AA3 Base Yosemite Venting Base Hot asphalt in 9-inch diameter spots in grid (Base,Spot-Asphalt-Applied) pattern noted herein. BP-AA4 Base Yosemite Venting Base Hot asphalt in 9-inch wide ribbons spaced (Base,Strip-Asphalt-Applied) as noted herein. BP-CA2 Base/Ply Glasbase;All Weather/Empire Base;Flexiglas Base;Flintlastic Base 20 Henry#903 Adhesive at 1.5 gal/square BP-CA3 Base/Ply Glasbase;All Weather/Empire Base;Flexiglas Base;Flintlastic Base 20 Millennium Hurricane Force Membrane Adhesive,beads spaced 6-inch D.C. Base Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base SBS-AA Ply One or more Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base Hot asphalt at 20-40lbs/square (SBS,Asphalt-Applied) Cap Flintlastic FR Cap 30;Flintlastic FR Cap 30 CoolStar;Flintlastic FR Dual Cap;Flintlastic FR-P;Flintlastic FR-P CoolStar;Flintlastic Premium FR-P;Flintlastic Premium FR-P CoolStar;Flintlastic GMS;Flintlastic GMS CoolStar NEMO ETC,LLC Evaluation Report 3520.03.04-R24 for FL2533-R23 Certificate of Authorization#32455 6t"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:06/20/2019 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic°Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 3 of 67