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TUFF -RIB 26 GA. GULF <br /> LOAD TABLE OVER 1x4 WOOD PURLINS COAST <br /> Buildings having a Roof Mean Height <_ 20' -0 "; Roof Slope: 2 "/12" -6 "112" Gable Roof <br /> Wind Speeds 110 -140 mph, Exp C, I = 1.0, based on FLORIDA BUILDING CODE 2007 <br /> TUFF -RIB 26 GA. FASTENER SPACING <br /> WIND SPEED ZONE <br /> ZONE FASTENER SUBSTRATE 110 120 130 140 <br /> ON CENTER ON CENTER ON CENTER ON CENTER <br /> SPACING SPACING SPACING SPACING <br /> ZONE 1 #9 -15 x 1 -1/2" 1x4 WOOD 24" 24" 24" 24" <br /> PURLINS <br /> ZONE 2 #9 -15 x 1 -1/2" 1x4 WOOD 24" 24" 24" 24" <br /> PURLINS <br /> ZONE 3 #9 x 1 - 1/2" 1X4 WOOD 12" 12" 12" 12" <br /> PURLINS <br /> 1) PANEL DESCRIPTION: TUFF RIB, MIN. 26 GA., 3 /" TALL RIB, 36" WIDTH. <br /> 2) PANEL FASTENER: #9 -15 x 1 -1/2" HWH W/ WASHER. <br /> 3) PANEL ROLLFORMER: MRS METAL ROLLFORMING SYSTEMS. <br /> 4) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 109.25 PSF @ 24" O.C., 164.25 @ 12" O.C. BASED ON UL 580 /UL 1897 TESTING <br /> BY FORCE ENGINEERING TEST REPORT #117 -0062T -07D, E. <br /> 5) PLYWOOD DECKING: 1x4 WOOD PURLINS OVER MIN. 15/32" THICK PLYWOOD. MUST BE DESIGNED IN ACCORDANCE WITH FBC <br /> 2007. <br /> STANDARD PATTERN <br /> 1 9' CONTINUOUS coNoUS TAPE SEAL <br /> I < SIC <br /> FOR USE ON SLOPES <br /> + 9' I< 9' LESS TIEN 3:12 <br /> `\ <br /> ` -#9 -15 x 1 1/2' 1Y000GRIP <br /> , o s ttetttE <br /> . .s� C 1GE E. l ✓'' <br /> ZONE ., f257 .Q •• CE NT '" O, * <br /> 4111". F <br /> ja ~ .. No.44 <br /> . *' <br /> , . 0 • • STA e F ►• <br /> 4U <br /> Ridge Gable •• do , it �'`. <br /> 1j *.•.L ....• • <br /> fa ZONE 1 <br /> NOV 0 8 2008 <br /> -, 1- Note: Dimension (a) is defined as 10% of the minimum width of <br /> the building or 40% of the mean height of the roof, whichever is <br /> smaller, however, (a) cannot be less than either 4% of the <br /> ZONE 3 Eave minimum width of the building or 3 feet. <br />