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PROJECT NAME: WEINKAUF RESIDENCE <br /> JOB: V3-2379 <br /> CUSTOM DESIGN & ENGINEERING, INC. <br /> MUKILTEO-SEATTLE <br /> PHONE(425)343-7517-FAX(425)492-8388 <br /> STRUCTURAL ANALYSIS COVER PAGE <br /> Job Title: WEINKAUF RESIDENCE <br /> Job Number: V3-2379 <br /> Jurisdiction: CITY OF EVERETT <br /> LATERAL ENGINEERING DESIGN PARAMETERS <br /> Wind Design Data <br /> Wind Design Speed, Vu = 110 MPH, Vasd = 85 MPH <br /> Wind Exposure = B <br /> Wind Importance Factor, Iw = 1.0 <br /> Internal Pressure Coefficient = +/- 0.18 <br /> Ktz = 1.38 <br /> Kd = 0.85 <br /> Seismic Design Data <br /> Importance factor = 1.0 <br /> Ss = 1.29g, S1 = 0.46g <br /> Site Class = D <br /> SDS = 0.86g, SD1 = 0.47g <br /> SDC = D <br /> Seismic System = K. Light frame walls with shear panels - wood structural panels/sheet steel panels <br /> Design Base Shear = 12.85 kips <br /> Cs = 0.132 <br /> R = 6.5 <br /> Analysis procedure: ASCE 11.4, 11.5 & 12.8 <br /> GRAVITY ENGINEERING DESIGN PARAMETERS <br /> Snow load = 25 psf <br /> Roof dead load = 15 psf <br /> Live load = 40 psf <br /> Dead load = 12 psf <br /> Allowable bearing pressure = 1500 psf <br /> MnR <br /> O <br /> um <br /> 3 jarth <br /> & , 2019 <br /> 4y _36923 <br /> `s/ONAL <br /> CUSTOM DESIGN &ENGINEERING, INC. <br /> March 22, 2019 Page <br /> Copyright©2019 Custom Design&Engineering,Inc.All rights reserved. <br />