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� • { � <br /> r'� I�O�O� - pZ�, <br /> WEST ,_ �l f� � <br /> COAST � ` � � . �I` ', 8620 HOLLV DRIVE PHONE:(425)347�8998 <br /> S TRUCTURAL � . .. �� ! I �' ���_i <br /> SUITE 220 FN(:(425)J47•fl9G6 <br /> E NGINEERING,INC. i EVERETT,WA 9B208 emall�wcse.nel �I <br /> STRUCTURAL CALCULATIONS � <br /> ( (',i�. �. t►Q ,��� ��y� I <br /> O6/07I06 <br /> c��• M��''I.t. <br /> � i.f w�wq.4 Q <br /> 1- ': � <br /> ��`-`� Ia ,� 9-�� <br /> F..I � �� <br /> � <br /> A`ti / � <br /> �. IN7�N) �' <br /> �� �!/tl}�1'Mt��'.� <br /> ZS,'SyONAL L��� <br /> EXPIRES 4-13-07 <br /> NOT VALID WITHOUT WET SIGNATURE <br /> ProJect Description: Biringer Warehouse <br /> 3301 Cedar Sireet <br /> Project Locatlon: Everell, WA <br /> Client: Gary Parkinson Architects <br /> 2812 Colby Avenue <br /> Everelt, WA 98201 <br /> Conlact Gordy MacDonald <br /> (425)252-2153 <br /> Project Number: W 1193 <br /> Date: June 7, 2006 <br /> Design Crlteria: <br /> Code: 2003 IBC Soil: Sile Class"D" <br /> Wind: 85 mph Allowable Bearing: 2500 psf <br /> Exposure: B Passive Pressure: 250 pcf <br /> Kzt: 1.00 Active Pressure: 30 pc( (unrestrained) <br /> Seismic Zone: Design Cetegory D 60 pcf (restrained) <br /> Friction: (� ) 0.25 <br /> Snow Load: 25 psl LL <br /> Roof: 15 psf DL <br />