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18-20486
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18-20486
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Last modified
6/4/2019 7:42:22 AM
Creation date
6/4/2019 7:42:21 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
18-20486
Building Department - Name
CARLE,EDWARD & DEBRA
Address
5847 12TH ST
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Tlorida Building Code Online Page 2 of 4 <br /> Sections from the Code <br /> Product Approval Method Method 1 Option D <br /> Date Submitted 03/23/2015 <br /> Date Validated 04/08/2015 <br /> Date Pending FBC Approval 04/13/2015 <br /> Date Approved 06/23/2015 <br /> Summary of Products <br /> FL# Model,Number or Name Description <br /> 7271.1 2-1/2"Corrugated Panel Min 26 ga.,24"wide through fastened panel with coverage <br /> width of 21-1/4" <br /> Limits of Use Installation Instructions <br /> Approved for use in HVHZ:No FL7271 R3 11 EvaluatlonRe[)ortCI999 9.odf <br /> Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 <br /> Impact Resistant:N/A Created by Independent Third Party:Yes <br /> Design Pressure.+N/A/-129.25 Evaluation Reports <br /> Other:Uplift load of 129.25 psf @ fastener spacing of 24" FL7271. R3 AE Evaluat1onReoortC19999.pdf <br /> o.c.over 19/32"thick plywood Created by Independent Third Party:Yes <br /> 7271.2 SV Min 26 ga.,24'wide through fastened panel over 15/32" <br /> thick plywood <br /> Limits of Use Installation Instructions <br /> Approved for use in HVHZ:No FL7271 R3 11 EvaluaUQnRerjortCI999 10.pdf <br /> Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 <br /> Impact Resistant:N/A Created by Independent Third Party:Yes <br /> Design Pressure:+N/A/-66,3 Evaluation Reports <br /> Other.Uplift load of 66.3 psf @ fastener spacing of 12"o.c. FL7271 R3 AE EvaluationRer),ortC1999 10j)d <br /> Created by Independent Third Party:Yes <br /> 7271.3 5V Min 29 ga.,24"wide through fastened panel over 15/32" <br /> thick plywood or 7/16"thick OSB <br /> Limits of Use Installation Instructions <br /> Approved for use in HVHZ:No FL7271 R3 11 EvaluationReportCI999 11.od <br /> Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 <br /> Impact Resistant:N/A Created by Independent Third Party:Yes <br /> Design Pressure:+N/A/-52.5 Evaluation Reports <br /> Other:Uplift load of 52.5 psf @ fastener spacing of 12"o.c. FL7271 R3 AE EvaluatlonReportC1999 11.pd <br /> Created by Independent Third Party:Yes <br /> Min 26 ga.,24"wide through fastened panel over 19/32" <br /> 7271A -5V thick plywood <br /> Limits of Use Installation Instructions <br /> Approved for use in HVHZ:No FL7271 R3 11 EvaluatlonPeportC1999 12.0f <br /> Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 <br /> Impact Resistant:No Created by Independent Third Party:Yes <br /> Design Pressure:+N/A/-120.9 Evaluation Reports <br /> Other: Uplift load of 120.9 psf @ fastener spacing of 24" FL7271 R3 AE EvaluatlanReporl:C1999 12.r)df <br /> o.c.for-Fastener Pattern 1.Uplift load of 85.8 psf @ fastener Created by Independent Third Party:Yes <br /> spacing of 24"o.c.and 113.1 psf @ fastener spacing of 12" <br /> o.c.for Fastener Pattern 2. <br /> Min 26 ga.,24"wide through fastened panel over 15/32"or <br /> 727L5 19/32"thick plywood <br /> Limits of Use Installation Instructions <br /> Approved for use in HVHZ:No FL7271 P3 11 EvatuationReportCI999 13.odf <br /> Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 <br /> Impact Resistant:N/A Created by Independent Third Party:Yes <br /> Design Pressure:+N/A/-150 Evaluation Reports <br /> Other:Uplift load of 150 psf in 19/32"thick plywood for fL_7Z?.L Ra__ALEvaLlqjQ �Q tjQnEepqr 19 <br /> !1PA <br /> _-_"._ if <br /> Fastener Pattern 2 Created by Independent Third Party: Yes <br /> 7271.6Advantage-Lok 11 Min 26 ga., 16"wide concealed fastened panel over 7/16" <br /> thick OSB&15/32"&thick plywood <br /> Limits of Use Installation Instructions <br /> Approved for use in HVHZ:No FL7271 R3 11 EvaluationReportCI999 14.odf <br /> Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 <br /> Impact Resistant:N/A Created by Independent Third Party:Yes <br /> Design Pressure:+N/A/-112.5 Evaluation Reports <br /> Other: Uplift load of 52.5 psf @ fastener spacing of 6"o.c. <br /> https://floridabuilding.org/pr/pr�_appjtl.aspx?param--wGEVXOwtDQvtEeYwO6EIOYS5G.-. 7/15/?015 <br />
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