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Madison Industries <br />Designed by: ML/JFB <br />August 4, 2016 <br />Job No: WCA17860-1 <br />Design Criteria <br />Design Code: CBC 2013 <br />Canopy Dead Load: <br />Customer: Mobil Fueling Canopy <br />Structure: 65'-0" x 54'-4" (4) Column Canopy <br />Location: Tracy, CA 95377 <br />Sheet 6 <br />Sheet metal deck = 2650 linear feet x 3 plf = 8000 lbs <br />Fascia & support frames = 239 linear feet x 15 plf = 3580 lbs <br />Roof Support Beams & Girders = 13515 lbs <br />Roof Support Columns (w/ cap plates & base plates) = 5373 lbs <br />Misc (lights, coating, etc) = 3531 sq feet x 1 psf = 3531 lbs <br />Total Canopy Dead Load = 33999 lbs <br />Roof Live Load: <br />(reducible per tributary area) <br />Roof Snow Load: Roof snow load (pf) = 0.7C,Ctlpg = <br />Where: Ground snow load (pg) = <br />Snow Exposure Factor (Ce) = <br />Thermal Factor (Ct) = <br />Snow Load Importance Factor (1) _ <br />Snow drift around edges of canopy = 2hd2Y = <br />20 psf <br />0 psf <br />0 psf <br />1.0 <br />1.2 <br />1.0 <br />0 plf <br />Wind Design: w b <br />Basic Wind Seed = ���I� i 10 m h <br />Wind Exposupe Category: r `—� �-' '° `t `"/ Lam`, -Y C p <br />JUN 68 2017 <br />Seismic Design: <br />Occupancy Category: ENVIRONM,-"14 W,L HZALTH n <br />Seismic Design Category: DEPART ,. T D <br />Design Spectral Acceleration Parameters: <br />S, = 1.880 Fa = 1.00 SDs = 1.253 <br />SI = 0.622 Fv = 1.50 SDI = 0.622 <br />Seismic Importance Factor (IS) = 1.0 <br />Site Class: D <br />Seismic Force Resisting System: <br />Steel Ordinary Cantilevered Column System, R = 1.25 <br />(ref: Table 12.14-1, ASCE 7) no= 1.25 <br />Cd = 1.25 <br />Foundation Design: <br />Concrete min f'c = 3500 psi <br />Cement: Type II <br />Allowable Soil Bearing = 1500 psf <br />Allowable Lateral Bearing Pressure = 100 psf/ft depth <br />