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kJ <br />Calculations Bjt Lane Supply, Inc. <br />Customer. Chick-fil-A #4040 Outside Meal Delivery Canopy <br />Project: 10'-5" X 69'-8" Canopy <br />Code: 2015 International Building Code <br />2017 Florida Building Code <br />Roof Loads: Dead Load = 3.00 <br />psf <br />(SL-316 Deck) <br />Live Load = 20.00 <br />psf <br />TOTAL = 23.00 <br />psf <br />Fascia Load. Height = 10.00 <br />in. <br />Dead Load = 5.83 <br />plf <br />Wind Loads: Risk Category = <br />I I <br />V, ULT Speed = <br />140 <br />m.p.h. Exp <br />C <br />V, ASD Speed = <br />108 <br />m.p.h. Exp <br />C <br />Height = <br />15 <br />ft <br />Kd = <br />0.85 <br />Kh = <br />0.85 <br />G = <br />0.85 <br />qz = <br />21.75 <br />psf <br />Lateral Load = 1.0 <br />(H)•qz = <br />21.75 <br />psf <br />Deck Uplift = -1.7 <br />(V)•G•gz = <br />-31.43 <br />psf <br />Frame Uplift = -1.1 <br />(V)•G•gz = <br />-20.34 <br />psf <br />Base Shear: V = CS • W = <br />0.058 <br />• W <br />- Site Class = <br />D <br />Ss(0.2) = <br />0.07 <br />S1(1.0) = <br />0.03 <br />Fa = <br />1.60 <br />Fv = <br />2.40 <br />SM1 = FvS1 = <br />0.08 <br />SMS = Fa -Ss = <br />0.11 <br />SD1 = 2/3•SM1 = <br />0.05 <br />SDS = 2/3•SMS = <br />0.07 <br />R = <br />1.25 <br />Risk Category = <br />11 <br />CS = (SDS/R) = <br />0.058 <br />(12.8-2) <br />Seismic Design Category Based on SDS : <br />A <br />Seismic Design Category Based on SD1 : <br />A <br />Design Category: <br />A <br />LSC - 618ev 1 <br />By: JMCP) <br />Check: , <br />07/28/2020 61887 Rev 1 Current.123 Page 1 of 16 <br />