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18-19443
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18-19443
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Last modified
5/23/2019 9:33:05 AM
Creation date
5/23/2019 9:33:04 AM
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Building Department
Company Name
OAK PARK
Building Department - Doc Type
Permit
Permit #
18-19443
Building Department - Name
HARTSOCK,BARRY
Address
38515 NAOMIA AVE
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4 <br /> Florida 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 II Eva Iuation Repo rtC1999 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 EvaluationReoortC1999 9,odf <br /> o.c.over 19/32"thick plywood Created by Independent Third Party:Yes <br /> 7271.2 5V 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 II EvaluationReoortC1999 10.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/-66.3 Evaluation Reports <br /> Other:Uplift load of 66.3 psf @ fastener spacing of 12"o.c. FL7271 R3 AE Evaluation ReoortC1999 10.odf <br /> Created by Independent Third Party: Yes <br /> 7271.3 SV Min 29 ga., wide through fastened panel over 15/32" <br /> thick plywood <br /> or 7/16"thick OSB ( Jl <br /> Limits of Use Installation Instructions l— <br /> Approved for use in HVHZ:No FL7271 R3 II EvaluationReoortC1999 11 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/-52.5 Evaluation Reports <br /> Other: Uplift load of 52.5 psf @ fastener spacing of 12"o.c. FL7271 R3 AE EvaluationReoortC1999 11.odf <br /> Created by Independent Third Party:Yes <br /> 7271.4 SV Min 26 ga.,24"wide through fastened panel over 19/32" <br /> thick plywood <br /> Limits of Use Installation Instructions <br /> Approved for use in HVHZ:No FL7271 R3 II Evaluation ReportC1999 12;pdf <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 EvaluationReoortC1999 12.odf <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 /> 7271.5 5V Min 26 ga.,24"wide through fastened panel over 15/32"or <br /> 19/32"thick plywood <br /> Limits of Use Installation Instructions <br /> Approved for use in HVHZ:No FL7271 R3 II EvaluationReoortC1999 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 FL7271 R3 AE Evaluatio[iRgportC1999 13.pdf <br /> Fastener Pattern 2 Created by Independent Third Party:Yes <br /> 7271.6 Advantage-Lok II 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 II EvaluationReoortC1999 14.1)df <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 /> I <br /> https://floridabuildina.or2/nr/Dr ann dtl.asnx?naram=wCTF,VXOwtl)nvtReYwohFIOV45C'T 7/150015 <br />
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