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'Florida Building Code Online Page 3 of 4 and uplift load of 112.5 psf @ fastener spacing of 6"o.c. FL7271 R3 AE EvaluationReportC1999_14.pdf with structural sealant. Created by Independent Third Party:Yes 7271.7 ---rAdvantage-Lok II Min 26 ga., 16"wide concealed fastened panel over 15/32" &19/32"thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 11 Ey&@tiqnRe ,-tC1999 .15.2gf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: +N/A/-107.9 Evaluation Reports Other:Uplift load of 59.4 psf @ fastener spacing of 6"o.c. FL7271 R3 AE Eva luationReportC1999 15.pd in 15/32"plywood.Uplift load of 97.5 psf @ fastener spacing Created by Independent Third Party: Yes of 6"o.c.with structural sealant in 15/32"plywood. Uplift load of 107.9 psf @ fastener spacing of 4"o.c.with structural sealant in 19/32"plywood. 7271.8 asterWib Min 26 ga.,36"wide through fastened panel over 19/32" MasterRib thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 11 EvaluatjonReoortC1999 16.0 Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam 62240 Impact Resistant.N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-114.3 Evaluation Reports Other,Uplift load of 61.8 psf @ fastener spacing of 30"o.c. FI-7271 R3 AE Eva]uatjonRepo[LC139916,p df and 114.3 psf @ fastener spacing of 24"o.c. Created by Independent Third Party:Yes 7271.9 MasterRib Min 29 ga.,36"wide through fastened panel over 15/32" 1 thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 11 EvaluationReportCl999 17.pd Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-113.1 Evaluation Reports Other:Uplift load of 45.0 psf @ fastener spacing of 24"o.c. FL7271 R3 AE EvaluationReoortC199 _1�d &113.1 psf @ fastener spacing of 12"o.c. Created by Independent Third Party;Yes 7271.10 MasterRib Min 29 ga.,36"wide through fastened panel over 15/32" 1 thick plywood or 7/16"thick OSB Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II FvaluatlonRer)ortCI999 18.od Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure. +N/A/-52.5 Evaluation Reports Other: Uplift load of 52.5 psf @ fastener spacing of 12"o.c. FL7271 R3 AE EvaluationReportC1999 18.pdf Created by Independent Third Party:Yes 7271.11 MasterRib Min 29 ga.,36"wide through fastened panel over nom. I"x 4"furring and 15/32"thick plywood or 7/16"thick OSB Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 11 EvaluationReoortC1999 19.odf Approved for use outside HVHZ;Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant;N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-114 Evaluation Reports Other:Uplift load of 71 psf for Fastener Pattern 1&114 psf FL7271 R3 AE EvaluatlonReporLC1999 19,J)d for Fastener Pattern 2 Created by Independent Third Party:Yes 7271.12 --IML200 Min 24 ga.,max 16"wide standing seam metal panel with double lock seam over metal deck. Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 11 EvaluatlonReportC1999 20.pd Approved for use outside HVHZ,Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-116.0 Evaluation Reports Other:Uplift load of 71.0 psf @ clip spacing of 36"o.c.and FL7271 R3 AE Eva luatlonReportC1999 20.r)d 116.0 psf @ clip spacing of 12"o.c. Created by Independent Third Party:Yes 7271.13 "P�BR Min 26 ga.,36"wide through fastened panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 11 Eva luationReportCi999 21j)df Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant.N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-52.5 Evaluation Reports Other:Uplift load of 52.5 psf @ fastener spacing of 12"o.c. FL7271 R3 AE EvaluationReportC1999 21.r)df Created by Independent Third Party:Yes 7271,14 SL175 Min 24 ga., max 16"wide snap-lock standing seam metal panel over metal deck, https://floridabuilding.org/pr/pr apP dtl.asi)x?-oaram=wGEVXOwtDavtEeYwO6FIOY�SC-r 711 VIM';