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.�► <br />WEST <br />C OAS T <br />S TRUCTURAL�� <br />�. ����,.�� ���� <br />�� <br />� <br />Project Description: <br />Project Location <br />C I ie nt: <br />Project Number: <br />Date: <br />Design Criteria: <br />Code: <br />Wnd: <br />Exposure: <br />Kzt: <br />Seismic Zone <br />Snow Load: <br />Roof: <br />Floor: <br />Project: W3898 <br />1624 Grove Street <br />Suite B <br />Marysville, WA 98270 <br />PHONE: (425) 347-8998 <br />FAX: (425) 347-8998 <br />email@wcse.net <br />STRUCTURAL CALCULATIONS <br />6/27/2013 <br />S•..M�C19� <br />�.�����C• Wni'flt�;C' .� <br />� �� � ���� <br />F" � -' � C/� <br />F' ` ; 8799 �C��� <br />� `� 2r.<�,isreK�%� <br />S�ONA 1 ��C� <br />�►30�-�3� <br />��.cn�, ��`���e �a.5 c, ar���' <br />NOT VALID WITHOUT WET SIGNATURE <br />Rage Cage <br />Everett, WA <br />The Leren Co. <br />PO Box 12863 <br />Mill Creek, WA 98082 <br />W3898 <br />June 27, 2013 <br />2009 IBC / ASCE 7-05 <br />85 mph <br />B <br />1.00 <br />Design Category D <br />25 psf LL <br />15 psf DL <br />40 psf LL <br />10 psf DL <br />Soil: Site Class "D" ( Assumed ) <br />Allowable Bearing: 2000 psf <br />Passive Pressure: 300 pcf <br />Active Pressure: 35 pcf (unrestrained) <br />60 pcf (restrained) <br />Friction: ( � ) 0.35 <br />Seismic Spectra: By Lat/Long <br />USGS Earthquake Hazards Program <br />Sheet No: 1 <br />6/27/2013 <br />