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E f��I N E E R I N G Pro ect AES Walgreens Bracket <br /> i <br /> C�RC�UP, LLC. <br /> Job Number 130471 _�_�By ARH <br /> 1017 W.Gien Oaks lone,Suife 108 <br /> Mequon,wi ssav2 Date 3/18/20]3 �age L2 of <br /> 262-292-16p7 J3ENGINE[RS.COM <br /> DESIGN LOADS <br /> Dead Load(Dl <br /> See pages C2 thru C6 <br /> Wind Load(Wl <br /> See page L3 <br /> Basic Wind Speed= 190 mph <br /> Exposure= D <br /> Risk Category= III <br /> Building Height= <_30 ft <br /> Seismic Load(E) <br /> See page L4 <br /> SMS= 1.0 g(conservative for Florida,see note below) <br /> Occupancy Category III <br /> Importance Factor,IP 1.0 <br /> Amplification Factor, ap 2.5 <br /> Response Modification Factor,Rp 6.0 <br /> Note: wind loads will control over seismic loads <br /> LOAD COMBINATIONS. <br /> 1.2 D+ 1.OW(Not critical for uplift) <br /> 1.2D+ 1.OE(Not.critical for uplift) <br /> 0.9D+ 1.OW <br /> 0.9D+ 1.0 E <br /> MATERIAL STRENGTHS <br /> Gage Steel Fy=33 ksi (minimum) <br />