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<br /> PANEL OVER 15132' PLYWOOD
<br /> ENGINEER LOAD TABLE:26 Ga.GulfRib"Panel over 15/32"Plywood
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<br /> WAND FASTENER SUBSTRATE 120 130 140 750 160 170 180
<br /> SPEED (MIN.1W (mm.1502") ON CENTER ON CENTER ON CENTER ON CENTER. ON CENTER ON CENTER ON CENTER
<br /> Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING
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<br /> ZONE 2 #9-15X1.S" Plywood 24:TYPE 1 W.TYPE 1 24;TYPE 1 24;TYPE 1 24r,TYPE 1 24,TYPE 1 24a%TYPE 2
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<br /> 1.)PANEL DESCRIPTION:GULFRIBTn 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:69.25 PSF @ 24"O.C.FASTENER SPACING TYPE I FASTENER PATTERN, 159.25
<br /> PSF @ 12"O.C.FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125,UL 580/UL 1897 TESTING_
<br /> 4.)PLYWOOD DECKING:MIN.r%x"THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 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 /> ZONE 2 HIP ROOF a Note:Dimension(a)is defined as 10%of the minimum width of the building or
<br /> il ZONE3 1 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be
<br /> ' ,-------------------. --a less than either 4%of the minimum width of the buit ding or3feet
<br /> TYPE 1 FASTENIM PATTERN
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<br /> —SAVE
<br /> ZONE 7YPE 2FAMMER PATTERN
<br /> ``-2 GABLE ROOF ja 5" 6.5' 2
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<br /> FL#11651.22 R3.00TOBER 5,2017
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<br /> CUM ENGINEERING, LLC
<br /> 1200 CLINT MOORE RD. SUITE
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