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� I <br /> Qesign Criteria: 2014 Florida Building Code 16-1845R0 <br /> , .._. .. <br /> ASCE 7-10 / AISC Manual-14th Edition <br /> Canopy Size: Width Length <br /> � 20 X 182 Canopy SQFT: <br /> Qlearance: 14.5 FT 3640 Sqft <br /> Fascia Hgt: 48 " <br /> i+ <br /> Column Size: 10 SQR <br /> #of Columns: 16 #of Column Rows: 2 <br /> Wind Speed: 140 mph-(3-Sec Gust) <br /> Exposure: C <br /> � <br /> Roof Design Loads: Dead Load: 5.72 psf <br /> � Snow Loads: Roof Live Load: 20.00 psf(MAX reduced per Code) <br /> Ground Pg: 0 psf Colateral Load: 0.00 psf <br /> Roof Pf: 0.00 psf <br /> Maximum Deflection: I/ 180 Simpie Span <br /> ,� <br /> � I/ 90 Cantilever <br /> Wind Loads: <br /> li mean: 16.50 ft G=0.85 <br /> Ht&Exp Coef:Kz= 0.87 <br /> Direct Factor:Kd= 0.85 <br /> � 1.00 <br /> , <br /> Uel.Pressure:qz= 36.94 psf MFWRS <br /> Lat Pressure: qzGCN 37.68 psf MWFRS on Fascia(windward) <br /> Wind Pressure <br /> IUplift:Deck 34.54 psf 55.41 psf <br /> Downforce: 37.68 psf <br /> Seismic Data: Ss: 0.068 g 51: 0.035 <br /> Equivalent Lateral Force Procedure: Sds: 0.113 g SD1: 0.082 <br /> V=CSW Seismic Base Shear-V: 2.35 k R 1.25 <br /> Site Class= E SDC: B Cs: 0.09 <br /> Cantilevered Column W: 25.93 k(+20%if Snow Load>30 psf) <br /> Summary: ," _ <br /> Column Size: HSS10X10X1/4 <br /> Header Beam Size: W12X14 • <br /> Purlin Beam Size: W12X14 <br /> Baseplate Size: PL 1.25" x 22.00 x 22.00 <br /> Anchor Bolt Size: 1.25 "Dia x 36.00 <br /> ' Material Properties: <br /> Concrete: f'c= 3000 psi Geotech Engineer: Ardaman&Associates,Inc � <br /> Reinforcing bars: fy= 60000 psi Project No.: 16-55-9481 <br /> ' Structural Steel: Fy= 50 ksi Dated: 12-Mar-16 � <br /> HSS-Square: Fy= 46 ksi <br /> HSS-Round: Fy= 42 ksi <br /> Steel Plates: Fy= 50 ksi <br /> Soil Properties: Spread Footing <br /> Allowable Bearing Pressure: 2500 psf <br /> LateralPressure: 100 psf/ft of depth <br /> 4/11/2016 aa�:io���ss <br /> , <br />