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<br /> ENGINEER LOAD TA�LE: Z9 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 SPACING SPACING SPACING SPACING SPACING
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<br /> ZONE 2 #9-15x1.5" 1x4 Wood Z4" 24" Z4" 24" 24" Z4"
<br /> Purlins
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<br /> 1.)PANEL DESCRIPTION: GULFRIBT^", MIN.29 GA., GRADE 102, 36"COVERAGE,3/4"Ti4LL.
<br /> I 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 1Z5,UL 580/UL
<br /> 1897 TESTING.
<br /> 4.)SUBSTRATE: 1X4 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�/a"
<br /> PENETRATION INTO WOOD RAFTERS. PURLINS,OSB AND PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FBC 2014
<br /> 5.)ROOF SLOPE: ON ROOF SLbPES 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%of the minimum width of the building or
<br /> ZONE2 �PROOF ZONE3 7a� 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be
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<br /> ____., _�;a less than either 4%of the mihimum width of the building or 3 feet.
<br /> � � '' FASTENER PATfERN
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<br /> ; `�� �---.!------ ,� � 1 x 4 Wood Purlins @ 24"O.C,Attached to Wood Rafters
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<br /> '�-EAVE
<br /> �NE 2 GA9LE.ROOF i-�
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<br /> � ; ` 9"-9"-9"-9"Fastener Pattern @ 24"O.C.
<br /> ' � ' fl��E � Max. (1) Layer of Asphalt Shingles (Optional)
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