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�uu; C%F�I� � 5 i�l <br /> � <br /> ST(,IIZDY ENGIlVEERING <br /> C O R P O R A T l O N <br /> Civil • Structural <br /> Date: March 4, 2013 <br /> Job No. 0238-253V-GS <br /> SIGNAGE POLE & FOUNDATION ANALYSIS <br /> For <br /> Meyer Sign & Advertising Company <br /> Wells Fargo #192665 <br /> ST-3 Monument <br /> 1801 Broadway <br /> Everett, Washington <br /> Building Code 2009 IBC <br /> Seismic Design Category: D <br /> Ss - <br /> S� - <br /> F� - <br /> Wind: 85-MPH Exp 'C' <br /> Rooi Snow/ Roo( Dead: NIA <br /> Floor Live / Floor Dead: N/A <br /> Required Soil Bearing: 1,500-psf <br /> Nole: Slurdy Engineering Corporation does not assume any liability for elements ihat <br /> are not specifically addressed in this analysis. This report is valid only for the <br /> speci(ic project shown above and herein. Any sheets, which are not bound lo the <br /> original complete set are not valid and shall not be used (excluding authorized, <br /> stamped addendum). <br /> .� �s r� <br /> Contents: Pa9e �PP��v,�sy�90h <br /> << - �c <br /> Meyer Sign Specifications A •- . .° <br /> Constraction Plan � � ` ' `' , <br /> Pole Sizing � � ��`�, ; � <br /> Fooling 1 N .:'rcx±` �, <br /> Base Plate 2 ' 3 V ��' �<<;rsr��'��l �� <br /> Anchor [3olt Sizing 4 - 8 `cSp��N `L��V� <br /> Copyright SEC 2013 3 tA13 <br /> 71G8 San ]uan Hill Ln. • Anacortcs, Wasliington 98221 • Phone: (3G0) 299-251 I • fax: (360) 299-2698 <br /> 13-mail: siurdy@sturdycnginecring.com <br />