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<br /> ENGINEER LOAb TABLE: 29 Ga. GulfRibT"" Panel over 1x4 Wood Purlins
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<br /> 120 130 140 150 160 170
<br /> FASTENER
<br /> WIIND SPEED (MIN.1/4" SUBSTRATE ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER
<br /> Penetretion) SPACING SPAGNG SPACING SPACING SPACING SPACING
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<br /> ZONE 2 #9-15x1.5" 1x4 Wood Z4" 24" Z4" 24" 24" 24"
<br /> Purlins
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<br /> 1.)PANEL DESCRIPTION: GULFRIBT^", MIN.29 GA., GRAbE 102, 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: 101.0 PSF�24" O.C. FASTENER SPACING BASED ON TAS 125, UL 580NL
<br /> 1897 TESTING.
<br /> 4.)SUBSTRATE: 1X4 WOOD PURLINS OVER MAX. ONE LAYER OF ASPHALT SHINGLES(OPTIONAL)OVER MIN.�fis" OSB OR MIN.�Si'�"
<br /> THICK PLYWOOD.WOOD PURLINS ATTACHED TO WOOD RAFi'ER(24" O.C. MAX)WITH(2) 9 X 2�/�" DECK SCREWS WITH MIN 1�/a"
<br /> PENETRATION INTO WOOD RAFf'ERS. PURLINS, O5B AND PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FBC 2014
<br /> 5.)ROOF SLOPE: ON ROOF SLOPES LESS THAN 3:1 Z,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 2014
<br /> HIPROOf a Note:Dimension(a)is defined as 10% of the minimum width of the building or
<br /> ZONE2 ZONE3 7? 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be
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<br /> _�e less than either 4%of the minimum width of the building or 3 feet.
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<br /> � ,` � '� �'° FASTENER PATrERN
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<br /> ' � ; A��'E � Max. (1) Layer of Asphait Shingles (Op#ional)
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<br /> -20NE 3 '—EAVE
<br /> FL#11651.27 R2 •JUNE 15,Z015
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