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1.5" SNAP LOCK 24 GA., 16" WIDE MODERN <br /> ME <br /> LOAD TABLE OVER 15/32" PLYWOOD SYSTEMS, <br /> INC. <br /> Buildings having a Roof Mean Height 5 20'-0"; Roof Slope:2"112"-6"112"Gable Roof <br /> Wind Speeds 120-146 mph, Exp C, I= 1.0, based on FLORIDA BUILDING CODE 2007 <br /> 1.5"24 GA. SNAP LOCK, 16"WIDE,CLIP SPACING <br /> WIND SPEED ZONE <br /> ZONE FASTENER SUBSTRATE 120 130 140 146 <br /> ON CENTER ON CENTER ON CENTER ON CENTER <br /> SPACING SPACING SPACING SPACING <br /> ZONE 1 (2)#12-11 x 1" 15/32"CDX 24" 24" 24" 24% <br /> PLYWOOD <br /> ZONE 2 (2)#12-11 x 1" 15/32"CDX 12" 12" 12" 12" <br /> PLYWOOD <br /> [ZONE3 (2)#12-11 x 1" 1&32"CDX 12" 12" 6" 6" <br /> PLYWOOD I T <br /> 1)PANEL DESCRIPTION: 1.5"SNAP LOCK.MIN.24 GA.MSG COATED STEEL, 16'MAX WIDTH.SNAP SEAM. <br /> 2)PANEL FASTENER:(2)#12-11 x 1'TYPE A PANCAKE HEAD PER CLIP. <br /> 3)PANEL CUP: 15008NS FIXED CLIP <br /> 4)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 86.0 @ 24"O.C.,108.5 PSF @ 12"O.G., 116.0 PSF @ 6"O.C.PRESSURE BASED <br /> ON UL 5801UL 1897 TESTING BY FORCE ENGINEERING TEST REPORT 972-0108T-07A-0. <br /> 5)PLYWOOD DECKING: MIN. 15/32"THICK,APA RATED PLYWOOD,GRADE C-D,PLYWOOD. MUST BE DESIGNED IN ACCORDANCE <br /> WITH FBC 2007. <br /> (2) #12-11 x 1" PANCAKE TYPE A <br /> PER CUP <br /> 1500SNS FIXED CUP 1011tsltifts If <br /> .� • . <br /> N ZONE 2 a` - 0.44923 <br /> I r_ <br /> Ltf <br /> ------ ---------------------------------r- <br /> i •. GR•..�G'�� <br /> Ridge <br /> ----------------------�----------- ----- i DEC <br /> \Ij <br /> ------------- ----------------------- II <br /> ZONE 1 <br /> Gable <br /> i <br /> -------------------------� Note:Dimension(aj is defined as 10%of the minimum width of----------- <br /> the building or 40%of the mean height of the roof,whichever is <br /> smaller,however,(a)cannot be less than either 4%of the <br /> ZONE 3 Gave minimum width of the building or 3 feet. <br />