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® . , . o ' Gulf <br /> 'C <br /> SUPPLY & MANUFACTURING <br /> � RI P <br /> TM <br /> ENGINEER LOAD TABLE:26 Ga. 5V Crimp Panel over 1x4 Wood Purlins over 15132"Plywood <br /> Buildings-havih-6.6A6of Meah.H'eight'- R64 Slopb.- 2'."/,-1'2."-- 12'712""Gabie'.p'r' H' i f d -Ale;p Roof Speeds <br /> g- 2017.r�]I'"EnclosedtBui dir! a Se""c o n <br /> X gb -1 Floridad �'B'� Ing Code <br /> 19bm0h,'E p65Ure1C;',Risk i" Flon a pi <br /> 120 130 140 150 160 170 180 <br /> WIIND FASTENER <br /> SPEED (MIN.114" SUBSTRATE ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER <br /> Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING <br /> 49-4. 16f' 16" 1 <br /> SX,,Sq 1x4 Wood <br /> .ZONE 1 Purlins, AV: 16f, 6 <br /> ZONE #9-15x1.5" 1 x4 Wood 16" 16" 16" 16" 16" 16" 16" <br /> Purlins <br /> X W66 <br /> ZONE.3 �19-11 5"ki.51, 1 4 d, <br /> -1 6"� 16- Z", 16" 16" e 16-1' 16 <br /> Purlins <br /> 1.)PANEL DESCRIPTION: 5V CRIMP, MIN.26 GA.,GRADE 80,36"COVERAGE,3/4"TALL. <br /> 2.)PANEL FASTENER:#9-15X1.5" HWH WITH SEALING WASHER OR APPROVED EQUAL <br /> 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-149.25 PSF @ 16" O.C. PSF BASED ON TAS 125, UL 580/UL 1897 TESTING. <br /> 4.)SUBSTRATE: 1 X4 WOOD PURLINS OVER MIN.15/32"THICK PLYWOOD.WOOD PURLINS ATTACHED TO PLYWOOD W/MIN. 8D X 21/2" <br /> RING SHANK NAILS AT 4" O.C. PURLINS AND PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FBC 2017 <br /> 5.)ROOF SLOPE:ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS. <br /> 6.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING <br /> CODE 2017. <br /> NE 2 HIP ROOFa Note:Dimension(a)is defined as 10%of the minimum width of the building or <br /> ZONE 3--�, 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be <br /> ------------------ ----ja less than either 4%of the minimum width of the building or 3 feet. <br /> RIDGE / /1 1 x 4 Wood Purlins @ 16" O.C. attached to Plywood <br /> -- ------ w/(1) 8d x 2.5" Ring Shank Nails @ 4" O.C. <br /> 12 12 <br /> ZONE 1 <br /> /------------------- <br /> -'7EAVE \,\ ��At Panel Lap <br /> ZONE 2 GABLE ROOF 1) #9-15 x 1-1/2" Min. 15/32" Plywood <br /> --- --- ------------- i �a 12"-12" Fastener Pattern @ 16" O.C. <br /> <J <br /> /-RIDGE <br /> 7--- ----/- <br /> ZONE 1 <br /> --------------- <br /> �ZONE 3 \-EAVE <br /> FL#11651.14 R3-OCTOBER 5,2017 <br /> P:R0 DO CT EVAWATIO N IkEP'0 RT <br /> KUHN ENGINEERING, LLC <br /> 1211 CLINT MOORE RD. SUITE 9, BOCA RATON, FL 33487 - FL COA 431464 <br />