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<br /> SUPRi.Y & MAfdUfACTURING
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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 /> Penetration) SPACING SPAGNG SPACING SPACING SPACING SPACING
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<br /> ZONE 2 #9-15x1.5� Purlins d 24" Z4" Z4" 24" 24" 24"
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<br /> 7.)PANEL DESCRIPTION: GULFRIBT"^, MIN.29 GA., GRADE 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 UPLIFr PRE55URE: 101.0 PSF(�24" O.C.FASTENER SPACING BASED ON TAS 1 Z5, UL 580NL
<br /> 1897 TESTING.
<br /> 4.)SUBSTRATE: 1X4 WOOD PURLINS OVER MAX. ONE LAYER OF ASPHALT SHINGLES(OPTIONAL)OVER MIN.�ti6" OSB OR MIN.�Sf�"
<br /> THICK PLYWOOD.WOOD PURLINS ATTACHED TO WOOD RAFTER(24" O.C. MAX)WITH(2)9 X 2�/�" 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 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 /> HIPRODf a Note:Dimension(a)is defined as 10% of the minimum width of the building or
<br /> ZONE2 ZONE3- �-'; 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be
<br /> ,�T_________________, �.-`a lessthaneither4%oftheminimumwidthofthebuildingor3feet.
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<br /> �NE 2 GABLE ROOF ia.r
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<br /> � ; ---�---------------- ; —}a (1) #9-15 x 1-1/2"w/Seaier Washer Min. 7/16"OSB
<br /> � � 9"-9"-9"-9° Fastener Pattern @ 24"O.C.
<br /> ' � !—p��'E � Max. (1) Layer of Asphalt Shingles (Optional)
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<br /> FL#11651.27 R2 •JUNE 15,2015
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