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<br /> ENGINEER LOAD 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 /> Penetration) SPACIMG SPAUNG SPACING SPACING SPACING SPACING
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<br /> ZONE 2 #9-15x1.5° 1x4 Wood Z4" 24° 24" 24" 24" 24"
<br /> Purlins
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<br /> 1.)PANiEL DESCRIPTION: GULFRIBT"^, MIN.29 GA., GRADE 102, 36"COVERAGE,3/4"TALL.
<br /> 2.)PANEL FASTENER:#9-15X1.5" HWH WffH 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 580/UL
<br /> 1897 TESTING.
<br /> 4.)SUBSTRATE: 1 X4 WOOD PURLINS OVER MAX.ONE LAYER OF ASPHALT SHINGLES(OPTIONAL)OVER MIN.�fis" OSB OR MIN.'Sf�"
<br /> THICK PLYWOOD.WOOD PURLINS ATTACHED TO WOOD RAFTER(24" O.C. MAX)WITH(2)9 X 2�/z" DECK SCREWS WITH MIN. 1�/e"
<br /> PENETRATION INTO WOOD RAFTERS. PURLINS, OSB AND PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FBC 2014
<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 2014
<br /> Note:Dimension(a)is defined as 10°/a of the minimum width of the building or
<br /> ZONE2 �PR�� Zp�E3 7aT 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be
<br /> - _;a less than either 4%of the mihimum width of the building or 3 feet.
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<br /> ' � \ 1 � '` FASTENER PATTERN
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<br /> � \�'.\ �.__,%_A���_. ' �� : 1 x 4 Wood Purlins @ 24°O.C.Attached to Wood Rafters
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<br /> ; � � 9"-9"-9"-9"Fastener Pattern @ 24"O.C.
<br /> ; \ ;-RIDGE ; Max. (1) Layer of Asphalt Shingles (Optional)
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<br /> FL#11651.27 R2•JUNE 15,2015
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