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-Florida Building Code Online Page 2 of 4 �- Sections from the Code Product Approval Method Method 1 Option D Date Submitted 03/23/2015 Date Validated 04/08/2015 Date Pending FBC Approval 04/13/2015 Date Approved 06/23/2015 Date Revised 08/23/2017 Summary of Products FL# Model,Number or Name Description 7271.1 2-1/2"Corrugated Panel Min 26 ga.,24"wide through fastened panel with coverage width of 21-1/4" Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II EvaluationReoortC1999 9.�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/-129.25 Evaluation Reports Other:Uplift load of 129.25 psf @ fastener spacing of 24" FV271 R3 AE EvaluationReoortC1999 9 odf o.c.over 19/32"thick plywood Created by Independent Third Party:Yes 7271.2 5V Min 26 ga.,24"wide through fastened panel over 15/32" �, thick plywood Limits of Use Installation Instructions � Approved for use in HVHZ:No FV271 R3 II EvaluationReoortC1999 10.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/-66.3 Evaluation Reports Other:Uplift load of 66.3 psf @ fastener spacing of 12"o.c. FL7271 R3 AE EvaluationReoortC1999 10 odf Created by Independent Third Party:Yes 7271.3 SV Min 29 ga.,24"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 Sl.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:Uplift load of 52.5 psf @ fastener spacing of 12"o.c. FL7271 R3 AE EvaluationReoortC1999 11 odf Created by Independent Third Party:Yes 7271.4 5V Min 26 ga.,24"wide through fastened panel over 19/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FV271 R3 II EvaluationReoortC1999 12 odf 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/-120.9 Evaluation Reports Other:Uplift load of 120.9 psf @ fastener spacing of 24" FL7271 R3 AE EvaluationReoortC1999 12.�df o.c.for Fastener Pattern 1.Uplift load of 85.8 psf @ fastener Created by Independent Third Party:Yes spacing of 24"o.c.and 113.1 psf @ fastener spacing of 12" o.c,for Fastener Pattern 2. 7271.5 SV Min 26 ga.,24"wide through fastened panel over 15/32"or 19/32"thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II EvaluationReoortC1999 13.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/-150 Evaluation Reports OYher:Uplift load of 150 psf in 19/32"thick plywood for FV271 R3 AE EvaluationReoortC1999 13.odf �, Fastener Pattern 2 Created by Independent Third Party:Yes ' 7271.6 Advantage-Lok II Min 26 ga., 16"wide concealed fastened panel over 7/16" thick OSB&15/32"&thick plywood Limits of Use Installation Instructions ' Approved for use in HVH2:No FV271 R3 II EvaluationReoortC1999 14.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 i Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-112.5 Evaluation Reports I https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvtEeYw06E1... 11/21/2017