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I <br /> < f <br /> �;� � � �-� (1� �- . <br /> WEST �--- __� �1 1 <br /> COAST i '' l- i�l I ; 8620 HOLLY DRIVE PHONE�(425)347-099E <br /> .S TRUCTURAL�' �3� �.J ( �_.I�I, 1,;,_.-.i SUITE 220 FAX�.(425)347-8966 <br /> L' NGINEERING. INC. � i <br /> EVERETT,WA 98208 email@wcsc.net <br /> STRUCTURALCALCULATIONS <br /> 1214/2007 ��� ����� ��-� � �_ ��'��i'-�1 (. � i�'"J/ <br /> �``?, M�C <br /> .;;,�„�,,;,;�!l�rJ <br /> i� <br /> �/ ��� �� .' .I. �� <br /> �� �� — ��� <br /> � - I <br /> A� �C <br /> 'A�� JR7'x� ,�� ,i ti� <br /> .c• �u,cisr�dJ.,. � � <br /> \ <br /> �S�o,vni.t r�' <br /> FXPIRES 4-13-09 <br /> NOT VALID WITHOUT WET SIGNATURE <br /> Project Description: Noble Residence <br /> Project Location: 1102 41st Street, Everett, \NA <br /> Client: CW Design Inc <br /> 1525 Ferndale Avenuz SE <br /> Renton, WA 98058 <br /> Contact: Bill Bertch <br /> Project Number: W2079 <br /> Date: December4. 2007 <br /> Design Crit�ria: <br /> Code: 2006 IdC ! HSGE �-05 Sod Site Class "D" ( Assumed ) <br /> Wind: 85 mph Allowable Bearing: 2000 psf <br /> Exposure: B Passive Pressure: 300 pcf <br /> Kzt 1.00 Active Pressure: 30 pcf (unrestrained) <br /> Seismic Zone: Design Category D 60 pcf (restrained) <br /> Friction: ( � ) 0.35 <br /> Snow Load: 25 psf LL <br /> Roof: 15 psf DL Seismic Spectra: By LaULong <br /> Floor: 40 psf LL USGS Earthquake Hazards Program <br /> 15 psf DL <br />