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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 Evaluation Repo rtC1999 14.odf with structural sealant. Created by Independent Third Party:Yes __t 7271.7 Advantage-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 II EvaluationRe.p ci: 1999 15,.ndf 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 Evaluation Repo rtC1999 15.odf 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 MasterRib Min 26 ga.,36"wide through fastened panel over 19/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II EvaluationikeoortC1999 16.pdf 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. FL7271 R3 AE EvaluationReportC1999 16•pdf 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" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II EvaluationReoortC1999 17.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/-113.1 Evaluation Reports Other:Uplift load of 45.0 psf @ fastener spacing of 24"o.c. FL7271 R3 AE EvaluationReportC1999 17.pdf &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" thick plywood or 7/16"thick OSB Limits of Use Installation Instructions - Approved for use in HVHZ:No FL7271 R3 II EvaluationReportC1999 18.pdf 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.odf Created by Independent Third Party:Yes 7271.11 MasterRib Min 29 ga.,36"wide through fastened panel over nom. 1"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 II 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 EvaluationReportC1999 19,pdf for Fastener Pattern 2 Created by Independent Third Party:Yes 7271.12 ML200 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 II EvaluationReportC1999 20.pdf 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 EvaluationRer)ortC1999 20.1)df 116.0 psf @ clip spacing of 12"o.c. Created by Independent Third Party:Yes 7271.13 PBR 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 II EvaluationReportC1999 21.1)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.Ddf Created by Independent Third Party:Yes 7271.14 SL175 Min 24 ga., max 16"wide snap-lock standing seam metal panel over metal deck. httns://floridabuilding.orL/-or/nr ann dtl.asnx?naram=wCTF,VXOwtT)nvtFPVw(1FF.]OVR5C`T 7/1 V')01 S