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PROJECT NAME: HULTS RESIDENCE ADDITION <br /> JOB: X10-2854 <br /> CUSTOM DESIGN & ENGINEERING, INC. <br /> MUKILTEO-SEATTLE <br /> PHONE (425) 343-7517- FAX(425) 492-8388 <br /> STRUCTURAL ANALYSIS COVER PAGE D I ©1Ell\ uL 'S <br /> Job Title: HULTS RESIDENCE ADDITION <br /> MAR 0 4 2022 <br /> Job Number: X10-2854 CITY <br /> Permit <br /> ServicesETT <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 = 1.36g, S1 = 0.52g <br /> Site Class = D <br /> SDS = 1.09g, SDl = 0.61g <br /> SDC = D <br /> Seismic System = 15. Light-frame (wood) walls sheathed with wood structural panels rated for shear resistance or <br /> stee <br /> Design Base Shear = 14.21 kips <br /> Cs = 0.167 <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 /> ;We <br /> I Irfi <br /> G <br /> • <br /> CS '122 <br /> �r Pq 36923 `44' t{ <br /> S`S fON AL. 1u <br /> CUSTOM DESIGN & ENGINEERING, INC. <br /> March 3, 2022 Page 1 /67 <br /> Copyright©2022 Custom Design&Engineering, Inc.All rights reserved. <br />