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15-16312
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15-16312
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Last modified
3/10/2016 8:50:06 AM
Creation date
3/10/2016 8:50:05 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
15-16312
Building Department - Name
MCCOY,FERN C
Address
5123 21ST ST
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� ; Florida Building Code Online Page 2 of 4 <br /> Certified By Florida Licensed Professional Engineer or Architect <br /> FL7271 R2 Equiv TestEquivalent 7271.pdf <br />� Sections from the Code <br /> Product Approval Method Method 1 Option D <br /> Date Submitted 11/25/2011 <br /> Date Validated 12/08/2011 <br /> Date Pending FBC Approval 12/13/2011 <br /> Date Approved 01/31/2012 <br /> Date Revised 03/23/2015 <br /> i 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 <br /> Limits of Use Installation Instructions <br /> Approved for use in HVH2: No FL7271 R2 II D1805 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 FL7271 R2 AE EvaluationReoortC1805 9.pdf <br /> 24"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 FU271 R2 II D1805 l0.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" FU271 R2 AE EvaluationReoortC1805 l0.odf <br /> o.c. 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 FV271 R2 II D1805 11 UL579.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" FU271 R2 AE EvaluationReoortC1805 ll.pdf <br /> o.c. Created by Independent Third Party:Yes <br /> 7271.4 5V M(n 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 R2 II D1805 12.odf <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 FL7271 R2 AE EvaluationReoortC1805 12.odf <br /> 24"o.c.for Fastener Pattern 1. Uplift load of 85.8 psf @ Created by Independent Third Party: Yes <br /> fastener spacing of 24"o.c. and 113.1 psf @ fastener <br /> s acin of 12"o.c.for Fastener Pattern 2. <br /> 7271.5 Advantage-Lok II Min 26 ga., 16"wide concealed fastened panel over <br /> 15/32"&19/32"thick plywood <br /> Limits of Use Installation Instructions <br /> Approved for use in HVH2: No FV271 R2 II D1805 13.odf <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/-107.9 Evaluation Reports <br /> Other: Uplift load of 59.4 psf @ fastener spacing of 6" FL7271 R2 AE EvaluationReoortC1805 13.pdf <br /> o.c. in 15/32"plywood. Uplift load of 97.5 psf @ fastener Created by Independent Third Party: Yes <br /> spacing of 6"o.c.with structural sealant in 15/32" <br /> plywood. Uplift load of 107.9 psf @ fastener spacing of 4" <br /> o.c.with structurai sealant in 19/32"plywood. <br /> 7271.6 MasterRib Min 26 ga., 36"wide through fastened panel over 19/32" <br /> http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvtEeYw06E10... 5/18/2015 <br />
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