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Eg9 Sills&hill Tacoma,Washington Designed: OMA Date: 11 1 2022 Project Number: 19,933 <br /> 253-474 9449 Checked: CJT Date: 11 4 2022 24 <br /> Project: Emerald Court Carports <br /> MEMBER CHECKS, CONTINUED <br /> ALTERNATE FOOTING:SQUARE SPREAD FOOTING <br /> Strength-Level Input Values for ENERCALC <br /> Gravity Load on Footing: <br /> Po=0.761 kip <br /> Snow Load on Footing: <br /> 2•Ps=8.1 kip <br /> Ms=5.103 kip ft <br /> Wind Uplift Load on Footing: <br /> PW:=—Poreq'd=—1.9285 kip <br /> Wind Force on Footing: <br /> Vw=0.3214 kip Mw:= Vw•h+MW=10.6067 kip•ft <br /> Seismic Force on Footing: <br /> VE=0.8232 kip ME:= VE-h=6.5854 kip•ft <br /> PER ATTACHED,4.75-ft SQUARE x 2-ft DEEP SPREAD FOOTING w/(5) #5 BARS <br /> E.W.,TOP&BOTTOM, MIN. IS ADEQUATE <br />