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• Florida Building Code Online Page 3 of 4 Other:Uplift load of 52.5 psf @ fastener spacing of 6"o.c. FL7271 R3 AE EvaluationRe�ortC1999 14 odf and uplift load of 112.5 psf @ fastener spacing of 6"o.c. Created by Independent Third Party:Yes with structurel sealant. 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 EvaluationReoortC1999 15�df 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 EvaluationRe�ortC1999 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 structurel 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 EvaluationReoortC1999 16 odf 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 spacfng of 30"o.c. Fv271 R3 AE EvaluationReoortC1999 16 odf I 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 FV271 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 EvaluationReoortC1999 17 odf , &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 EvaluationReoortC1999 18 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/-52.5 Evaluation Reports , Other:UpIiR load of 52.5 psf @ fastener spacfng of 12"o.c. FL7271 R3 AE EvaluationReoortC1999 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 Sockalfngam 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 FV271 R3 AE EvaluationReoortC1999 19 odf 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 FV271 R3 II EvaluationReoortC1999 20 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/-116.0 Evaluation Reports Other:Uplift load of 71.0 psf @ clip spacing of 36"o.c.and FL7271 R3 AE EvaluationReoortC1999 20 odf 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 HVH2:No FL7271 R3 II EvaluationReoortC1999 21 odf Approved for use outside HVH2: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 EvaluationReoortC1999 21.�df Created by Independent Third Party:Yes 7271.14 SL175 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvtEeYw06E1... 11/21/2017