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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 3 of 4 <br /> I �� ��thick plywood � <br /> Limits of Use Installation Instructions <br /> Approved for use in HVHZ: No FV271 R2 II D1805 14.Ddf <br /> Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam 62240 <br /> i Impact Resistant: N/A Created by Independent Third Party:Yes <br /> Design Pressure: +N/A/-114.3 Evaluation Reports <br /> Other: Uplift load of 61.8 psf @ fastener spacing of 30" FL7271 R2 AE EvaluationReoortC1805 14.pdf <br /> o.c. and 114.3 psf @ fastener spacing of 24"o.c. Created by Independent Third Party:Yes <br /> 7271.7 MasterRib Min 29 ga.,36"wide through fastened panel over 15/32" <br /> thick plywood <br /> Limits of Use Installation Instructions <br /> Approved for use in HVHZ: No FL7271 R2 II D1805 15.qdf <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/-113.1 Evaluation Reports <br /> Other: Uplift load of 45.0 psf @ fastener spacing of 24" FV271 R2 AE EvaluationReoortC1805 15.pdf <br /> o.c. &113.1 psf @ fastener spacing of 12"o.c. Created by Inde endent Third Party: Yes <br /> 7271.8 MasterRib Min 29 ga., 36"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 R2 II D1805 16 UL584.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" FL7271 R2 AE EvaluationReoortC1805 16.odf <br /> o.c. Created by Independent Third Party:Yes <br /> 7271.9 MasterRib Min 29 ga., 36"wide through fastened panel over nom. <br /> 1"x 4"furring and 15/32"thick plywood or 7/16"thick <br /> OSB <br /> Limits of Use Installation Instructions <br /> Approved for use in HVHZ: No FL7271 R2 II D1805 17.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/-114 Evaluation Reports <br /> Other: Uplift load of 71 psf for Fastener Pattern 1&114 FU271 R2 AE EvaluationReoortC1805 17.odf <br /> psf for Fastener Pattern 2 Created by Independent Third Party:Yes <br /> 7271.10 ML200 Min 24 ga., max 16"wide standing seam metal panel <br /> with double lock seam over metal deck. <br /> Limits of Use Installation Instructions <br /> Approved for use in HVHZ: No FV271 R2 II D1805 18.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/-116.0 Evaluation Reports <br /> Other: Uplift load of 71.0 psf @ clip spacing of 36"o.c. FV271 R2 AE EvaluationRe�ortC1805 18.adf <br />, and 116.0 psf @ clip spacing of 12"o.c. Created by Independent Third Party:Yes <br /> 7271.11 PBR Min 26 ga.,36"wide through fastened panel over 15/32" <br /> thick plywood <br /> Limits of Use Installation Instructions <br /> Approved for use in HVHZ: No FV271 R2 II D1805 19 UL638.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" FL7271 R2 AE EvaluationRe�ortC1805 19.pdf <br /> o.c. Created by Independent Third Party:Yes <br /> 7271.12 , SL175 Min 24 ga., max 16"wide snap-lock standing seam metal <br /> panel over metal deck. <br /> Limits of Use Installation Instructions <br /> Approved for use in HVHZ: No FV271 R2 II D1805 20.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/-86.0 Evaluation Reports <br /> Other: Uplift load of 63.5 psf @ clip spacing of 36"o.c. FV271 R2 AE EvaluationReoortC1805 20.odf <br /> and 86.0 psf @ clip spacing of 12"o.c. Created by Independent Third Party:Yes <br /> Back Ne�ct <br /> Contad Us 1940 North Monroe Stree[.Tallahassee FL 32399 Phone:850-487-1824 <br /> The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida. Privacv Statement :AccessibiliN Statement::Refund Statement <br /> http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvtEeYw06E10... 5/18/2015 <br />
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