Laserfiche WebLink
•. <br />,�nqersonChase <br />A Structural Engineering Corporation <br />sszi ioo�h st sw, s��te a, Lakewood WA 98499 Design by: <br />M RO <br />Q(�{[Z�DZ3 <br />Structural Calculations (volum�e II of III) � �� `�' —�� � �� <br />Tl�ese Calculations ure pa��t of tlze subraittnl f'o�• t/ie constructinn of u deulers/zip facilit��, prn•ki�rg st�•ucture, untl <br />detention vault i�r Eve�•ett i�aslzington. This portion of'tlze culctilatio�zs is speciftc to d:e purki�tg st��ucture. <br />Page 1 of � <br />Date: 10/01/14 <br />Project & Location: <br />Structural Calculations for <br />EVEREIT CHEVROLET <br />Parking Structure <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 100th St SW, Suite B <br />Lakewood, WA 98499 <br />Contact: Martin Oman, PE, SE (253) 212-2310 <br />Project Number: <br />Code: <br />Loads: <br />14.035 <br />2012 International Building Code <br />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 />Exposure, B <br />IW=1.O,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 />P <br />�, <br />� <br />� � /� <br />��»o�s � �w <br />�,t•L�,So�'�rnaL eN��`'wG�� <br />SJ�NAL E� �� <br />1 �. <br />III. Soils Data (per AMEC Earth & Environmental Inc. report dated 6/14/2006): V' <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 />