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V <br /> STRUCTURAL CALCULTIONS <br /> For <br /> 2802 Victor P1 <br /> Everett, Washington <br /> September 18, 2015 <br /> Prepared by <br /> Ali Amin <br /> BASIS FOR DESIGN <br /> CODE: 2012 IBC, ASCE 7-10 C l6 I s° v'°°/ <br /> WIND: 110 MPH, Exposure "D" Kzt= 1.0 <br /> SEISMIC: Ss=1.27, S 1=0.484 <br /> ROOF SNOW: 25 psf <br /> ALLOWABLE SOIL BEARING PRESSURE: 2000psf(ASSUMED) <br /> Lateral .L1-L11 <br /> Gravity................... ..............B1-B28 hmi� <br /> �� T. <br /> vionovo <br /> ^ <br /> /`I w <br /> r►I Z11s�.3 <br /> Reots . 0 <br /> �FESSiotli4 <br />