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15-16464
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15-16464
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Last modified
3/7/2016 9:05:07 AM
Creation date
3/7/2016 9:05:06 AM
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Building Department
Company Name
SUMMERHILL
Building Department - Doc Type
Permit
Permit #
15-16464
Building Department - Name
FROST,GARY
Address
5117 SUMMERHILL DR
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r�londa t3uildmg (;ode Unline Page 2 of 3 <br /> . <br /> � Product Approvai Method Method 1 Optfon D <br /> Date Submltted 03/23/2015 <br /> Date Validated 04/OS/2015 <br /> Date Pending FBC Approval 04/13/2015 <br /> Da[e Approved 06/23/2015 <br /> Summary of Products I � <br /> FL# Model,Number or Name Descrtption <br /> 7271.1 2-1/2"Cortuga[ed Panel Min 26 ga.,24"wide through fastened panel with rnverage width of <br /> � 21d/4" <br />� Limits of Use Installation Instructions <br />' Approved Tor use In HVHZ:No FU271 R3 II EvaluationReoortC1999 9.odf <br />�I Approved for use outside HVHZ:Yes Verified By:Bala Sockat(ngam PE 62240 <br /> Impad Resistant:N/A Created by Independent Thfrd Party:Yes <br /> Deslpn Pressure:+N/A/-129.25 Evaluation Reports <br /> i Other:UpIiR load of 129.25 psf @ fastener spacin of 24"o.c.over FV 271 R3 AE EvaluationReoortCi999 9 odf <br /> 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'[hick plywood <br /> Limlts oP Use Installation Instructlons <br /> Approved for use In HVHZ:No FV271 R3 II EvaluationReoortC1999 10 odf <br /> Approved for use outside HVHZ:Yes ' VeriFled By:Bala Sockalingam PE 62240 <br /> Impact Reslstant:N/A Created by Independent Third Party•Yes <br /> Deslgn Pressure:+N/A/-66.3 Evaluation Reports <br /> Other:UpIiR load of 66.3 psf @ fas[ener spacing of 12"o.c. FL7271 R3 AE EvaluationReoortC1999 10 odf <br /> � Created by Independent 7hird Party:Yes <br /> 7271.3 SV I� Min 29 ga.,24"w(de through fastened panel over 15/32"thick plywood <br /> or 7/16"thick OSB <br />, Limlts of Use Installatlon Instructlons <br /> Approved Tor use in HVHZ:No FV271 R3 I[ Evalua[ionReoortC1999 ii.odf <br /> Approved for use outside HVHZ:Yes Verified By:Bala Sockat(ngam PE 62240 <br />, Impact Reslstant:N/A Created by Independent Third Party:Yes <br /> Desipn Pressure:+N/A/-52.5 Evaluation Reports <br /> Other:Upllft load of 52.5 psf @ fastener spacing of 12"o.c. FV 271 R3 AE EvaluationReoortC1999 11.odf <br /> I Created by Independent Third Party:Yes <br /> 7271.4 SV Min 26 ga.,24"wide through fastened panel over 19/32"thick plywood <br />' Llmits of Use Installatlon Instructlons <br /> Approved for use In HVHZ:No FL7271 R3 II EvaluationReoortC1999 12.odf <br /> Approved Tor use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240 <br /> Impact Resistant:No Crea[ed by Independent Third Party:Yes <br /> Desiqn Pressure:+N/A/-120.9 Evaluation Reports <br /> Other:Uplift load of 120.9 psf @ fastener spacing of 24"o.c.for FL7271 R3 AE EvaluationReoortC1999 12 odf <br /> Fastener Pattem 1.Upiift load of 85.8 psf @ fasten@r spacfng of 24"o.c. Created by Independent Third Party:Yes <br />' and 113.1 psf @ fastener s acing of 12"o.c.for FaStener Pattem 2. <br /> 7271.5 SV I Min 26 ga.,24"wide through fastened panel over 15/32"or 19/32"[hick <br /> plywood <br />' Llmits of Use Installatlon Instructions <br /> Approved for use in HVHZ:No FV271 R3 II EvaluationReoortC1999 13 odf <br /> Approved for use outside HVHZ:Yes Verifled By Bala Sockalingam PE 62240 <br />� Impact Resistant:N/A Created by Independen[Third Party:Yes <br /> Deslgn Pressure:+N/A/-150 Evaluation Reports <br /> Other:Uplift load of 150 psf in 19/32"thick piywo d for Fastener FV271 R3 AE EvaluationReoortC1999 13.odf <br /> Pattern 2 Created by Independent Third Party:Yes <br /> 7271.6 Advantage-LOk II I Min 26 ga.,16"wide concealed fastened panel over 7/16"thick OSB& <br /> 15/32'&thitk plywood <br /> Llmits of Use Installation Instructlons <br /> Approved for use in HVHZ:No FV271 R3 fI EvaluationReoortC1999 S4 odf <br /> Approved for use outside HVHZ:Yes VeriFled By:Bala Sockalingam PE 62240 <br /> Impact Reslstant:N/A Created by Independent Thfrd Party Yes <br /> Design Pressure:+N/A/-112.5 Evaluatfon Reports <br /> Other:Upl(R load of 52.5 psf @ fastener spacing of 6"o.c.and uplift FL7271 R3 AE EvaluationReoortC1999 l4.odf <br /> load of 112.5 psf @ fastener spacing of 6"o.c.wlth�struc[ural sealant. Created by Independent Third Party:Yes <br /> 7271.7 Advantage-Lok II I Min 26 ga.,16"wide concealed fastened panel over 15/32"&19/32" <br /> thick plywood <br /> Limlts of Use Installation Instructlons <br /> Approved for use in HVHZ:No FV271 R3 II EvaluationReoortC1999 SS.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 /> Deslgn Pressure:+N/A/-107.9 Evaluatlon Reports <br /> Other:Uplift Ioad of 59.4 psf @ fastener spacing f 6"o.c.in 15/32" FL7271 R3 AE EvaluationReoortC1999 15.odf <br /> plywood.Uplift load of 97.5 psf @ fastener spacing of 6"o.c.with Created by Independent Third Party:Yes <br /> s[ructural sealant in 15/32"plywood.UpliR load of 07.9 psf @ fastener <br /> spacing of 4"o.c.with structural sealant in 19/32" I wood. <br /> 7271.8 MasterRib � Min 26 a.,36°wide through fastened anei over 19/32°thick lywood <br /> Llmits of Use Installatlon Instructlons <br /> Approved for use in NVHZ:No FV271 R3 II EvaluationReoortC1999 16.odf <br /> Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam 62240 <br /> Impact Resistant:N/A Created by Independent Third Party•Yes <br /> Design Pressure:+N/A/-1143 Evaluation Reports <br /> Other:Upiift load of 61.8 psf @ fastener spacing Qf 30"o.c.and 114.3 FL7271 R3 AE EvaluationReoortC1999 16 odf <br /> psf @ fastener spacing of 24"o.c. I Created by Independent Third Party:Yes <br /> 7271.9 MasterRib � Min 29 ga.,36"wide through fastened anel over 15/32"thick piywood <br /> Limits of Use Installatlon Instructions <br /> Approved for use In HVNZ:No FV271 R3 II EvaluationReoortC1999 17.odf <br /> Approved for use outside HVHZ:Yes Verified By•Bala Sockalingam PE 62240 <br /> Impact Resistant:N/A Crea[ed by Independent Thtrd Party Yes <br /> Deslgn Pressure:+N/A/-113.1 Evaluatton Reparts <br /> Other:Uplift load of 45.0 psf @ fastener spacing f 24"o.c.&113.1 psf FV271 R3 AE EvaluationReoortC1999 17.odf <br /> @ fastener spacing of 12"o.c. � Created by Independent Third Party:Yes <br /> http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvtEeYw06E10... 7/27/2015 <br />
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