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�_ ' - � <br /> STLIRDY ENGINEERING <br /> c o r. v o a n r � o .v <br /> Civii • Structural <br /> Date: November 14, 2005 <br /> Job No. 238-181-GS <br /> SIGN POLE 8 FOUNDATION ANALYSIS <br /> for <br /> Meyer Sign & Advertising Company <br /> Chevron Everett <br /> 2620 Bro�dway <br /> Everett, WA <br /> Building Code 2003 IBC <br /> Seismic Design Category: D1 <br /> SS <br /> S� <br /> Fa <br /> Wind: 85 MPH Exp 'C' <br /> Roof Snow/ Roof Dead: N/A <br /> Floor Live / Floor Dead: N/A <br /> Required Soil Bearing: 1,500 psf <br /> Note: Sturdy Engineering Corporation does not assume any liability for elements that <br /> are not specifically addressed in this analysis. This report is valid only for the I <br /> specific project shown above and herein. Any sheets, which are not bound to the <br /> original complete set are not valid and shall not be used (excluding authorized, <br /> stamped addendum). ; „_ . . <br /> Contents: pa9e �►„��� . I <br /> MeyerrSign Draawwing S1 :���f�;+/1�'� � <br /> ,� G a�' , <br /> ��.- ' <br /> Wind Analysis 2 -4 ���rppr,,,. �� • � � <br /> Pole Analysis 5-7 _,�- _ <br /> Foundation Analysis 8 - 12 - • �� <br /> Pole Penetrations 13 - 14 <br /> 71oS ti..n Ju:in Ilill I.n. • Anacorics. 1Vashinglon 98221 • Phone: (360) 299-2511 • Pnx: (3G0) 299-ZG98 � <br /> G-m;iil: siurd��C'shirJ�'cnginccring.cnm ( <br />