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Calculations By: <br />Lane Supply, Inc. <br />LSC- <br />Customer <br />Fred Meyer #458 <br />By: <br />Project: <br />23'-10" X 144'-10" Canapy <br />Cher <br />Code: <br />2006 International Building Code <br />Roof Loads: <br />Dead Load = <br />3.00 psf <br />(SL-316 Deck) <br />Live Load = <br />30.00 psf <br />Snow Load = <br />25.00 psf <br />TOTAL = <br />28.00 psf <br />Fascia Load: <br />Height = <br />42.00 in. <br />Dead Load = <br />8.50 plf <br />Wind Loads: <br />Speed = <br />90 m.p.h. Exp <br />C <br />Height = <br />19 ft <br />1 = <br />1.00 <br />Exposure,Height <br />Factor = <br />1.27 <br />TF = <br />1.27 <br />Lateral Load = <br />12.8 (H) x TF = <br />16.31 psf <br />Deck Uplift = <br />-24.4 (V) x TF = <br />-31.09 psf <br />Frame Uplift = <br />-10.7 (V) x TF = <br />-13.63 psf <br />Seismic: <br />Base Shear: V = <br />CS • W = <br />0.674 W <br />Site Class = C <br />Ss(0.2) = 1.26 <br />0.17651 0.43 <br />Fa = 1.00 <br />Fv = 1.37 <br />SM1 = <br />FvS1 = 0.59 <br />SMS = <br />Fa -Ss = 1.26 <br />SD1 = <br />2/3•SM1 = 0.39 <br />SIDS = <br />2/3•SMS = 0.84 <br />R = 1.25 <br />Seismic <br />Use Group = I <br />CS <br />= (SDS/R) = 0.674 <br />Seismic Design Category Based on SDS : D <br />Seismic Design Category Based on SD1 : D <br />Design Category : D <br />09/10/2008 39089.123 Page 1 of 20 <br />