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19-20645
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19-20645
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Last modified
1/13/2020 2:13:17 PM
Creation date
1/13/2020 2:13:16 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
19-20645
Building Department - Name
PANZER,FRANCIS & EVELYN TRUST
Address
38511 6TH AVE
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Dec.17.2028 02:25 PM A BARTLETT ROOFING OF CEN 18137801805 PAGE. 2/ 8 <br /> Florida-Building Code Online Wage 2 of <br /> Sections from the Code <br /> Product Approval Method Method i Option D <br /> Date Submitted 03/2312015 <br /> Date Validated 04/08/2015 <br /> Date Pending PBO Approval 04/1312019 <br /> Date Approved 06/23/2015 <br /> Summery of Products <br /> FL ss Model,Number or Name Description <br /> 7271.1 2.1/r Corrugated Panel Min 26 ga.,24"wide through fastened panel with coverage <br /> width of 21.1/4" <br /> Umits of Use Installation Instructions <br /> Approved for use In HVHZI No EL727!R3 12 EvaivatlonRep,QrtCi999 9.ndf <br /> Approved for use outside HVHZt Yes Verified By!Bala SOckalingam PE 62240 <br /> Impact Reslstruti N/A Created by Independent Third Party:Yes <br /> Design Pre corer+N/A/-129.25 Evaluation Reports <br /> Other:Uplift load of 129.25 psf 0 fastener spacing of 24" ei 7�7f R; AE_F.)raluot[4tin.nn'l:C44 <br /> o,ca ovor 19/32"thick plywood Created by lndepandent Third Party,Yes <br /> 7271.2 5V Min 26 9a.,24"wide through fastened panel over 15/32- <br /> thick plywood <br /> Limits of Use Installation Instructions <br /> Approved for use In HVHZi No FL7271 R3 11 F.val iationitenortC1999 10.ndf <br /> Approved for use outside HVHZr Yes Verified By:Bala Sockalingam PE$2240 <br /> Impact Resistant N/A Created by independent Third Party:Yes <br /> design Pressure)+WA/-66.3 Evaluation Reports <br /> Othen Uplift load of 66.3 psf 0 fastener spacing of 1211 o.c. ELL7,271 R F vakA IonR ooltQ999 10,odt <br /> Created by Independent Third Party:Yes <br /> 7271.3 SV MIA 29 ga.,24'wide through fastened panel over 15132" ,�~y <br /> thick plywood or 7A69 thick OSS <br /> L.lmla of use Installation Instructions <br /> Approved for use In HVHZt No E1,7271 R5 g,gyel�ratlonReaortC1999 ii.ndf <br /> Approved for use outside HVHZt Yes Verified By,Bald 5otkalingam PE 62240 <br /> Impact Resistanti N/A Created by Independent Third Party:Yes <br /> Design Presouret+N/A1.52.5 Evaluation Rrporto <br /> Othet:Uplift load of$2.5 psf 0 fastener spacing of 12"o.c. E 7M 44 Al ya gjj�jljjStiDrecL999 11.bdf <br /> Created by Independent Third Party:Yes <br /> 7271A SV Min 26 ga.,24"wide through fastened panel over 19/32" <br /> thick plywood <br /> Limits of Use Installation Instructions <br /> Approved for uto in HVHZ:No FL7221 113 11 EvalrratlQpReaortQ1999 i2.ndf <br /> Approved for use outside HVHzt Yes Verified By;Bala 8ockalingam PE 62240 <br /> Impact Resistant No Created by Independent Third Party:Yes <br /> Deslgn Pressuref+N1AI-120.9 Evaluation Reports <br /> Other;Uplift load of 120.0 psf 0 fastener spocing of 24" FL7271 R3 AE Evalua leniteeortC1999 12.00f <br /> ox,for.Fastener pattern 1.Uplift load Of as,$psf a fastener Created by Independent Third Party:Yes <br /> spacing of 24"o.c.and 113.1 psf 0 fastener spacing of 12" <br /> 0.e,for.Fastener Pattern 2. <br /> 7271.5 5V Min 26 ga.,24"wide through fastened panel over 15132"or <br /> 19132"thick plywood <br /> Limits of Use Installotlem Instructions <br /> Approved for use in HVHZt No FL7271 R3 11 EvaluatlonrteoortC1999 13.ndf <br /> Approved for use outside HVHZ:Yes Verified By:Bala Sockalingem PE 62240 <br /> Impact Resistant:N/A Created by independent Third Party-Yes <br /> Daman Pmoure:*WN-150 Evaluation Repotto <br /> Othan Uplift load of 150 psf in i9/32"thick plywood for 1 B ,A9 E- mhLLlpAfiP,2iTl�C,h999 <br /> Fastener Pattern 2 Created by Independent Third Party:Yes <br /> 7271.6 Advantage-rok I[ Min 26 ga., 16"wide concealed fastened panel over 7/16" <br /> thick OSB&151321&think plywood <br /> Limits of Use Installation instructions <br /> Approved for use In HVHZt No Ft_727L R3 11 EvaluatlonRepartC;1499 14.nd! <br /> Approved for use outside HVHZt Yes Verified By:Sala Sockalingern PE 62240 <br /> Impact Ret[statttt 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 Q fastener spacing of 6"o.s„ <br /> httos://tloridaibuildiniz.oriz/iDr/or aria dtl.ass»?naram—wCfl,'VXOwt.t)avt.PoYwO6FlnY4qSC, 7/1 s/)ni s <br />
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