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,AnclersonChase <br />A Structural Engineering Corporation <br />5521 100'� St SW, Suite B, Lakewood WA 98499 <br />Structural Calculations <br />Page 1 of 17 <br />Date: 01/07/15 <br />Design by: MRO <br />�1�cZ-oz3 <br />� �oi �C,v�-�q�v��e�-�- l��- <br />U <br />These Ca/culations are part of the submitta! for the construction of a dealership fuci/ity, parking structure, and <br />detention vuult in Eve�ett Washington. This portion of the calculations is in response to the plan review <br />comments for 1he parking structure. <br />Project & Location: <br />Structural Calculations for <br />EVERETT CHEVROLET <br />������� ��������� <br />Everett, WA <br />Client: Harnish Auto Family <br />820 River Road <br />Puyallup, WA 98371 <br />Contact: Larry Guck <br />Structural AndersonChase <br />Engineer: A structural engineering corporation <br />5521 100"' St SW, Suite B <br />Lakewood, WA 98499 <br />Contact: Martin Oman, PE, SE (253) 212-2310 <br />Project Number: <br />Code: <br />14.035 <br />2012 International Building Code <br />LoadS: I. Vertical Loads Dead Live <br />Parking 65 PSF 40 PSF <br />II. Lateral Loads: <br />Wind Criteria; <br />Basic Wind Speed, 110 MPH <br />F�cposure, B <br />Iw = 1.0, Kzr = 1.0 <br />Seismic Criteria; <br />Seismic Design Category "D" <br />Site Class, D <br />Ie = 1.0, Ss = 1.402, Si = 0.536 <br />III. Soils Data (per AMEC Earth & Environmental Inc. report dated 6/14/2006): <br />Bearing Capacity = 3,500 PSF (static loads) <br />Active Lateral Earth Press = 35 PCF <br />At-Rest Earth Press = 50 PCF <br />Passive Resistance = 300 PCF <br />01-08-15 <br />