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r- � <br /> t <br /> - � � � <br /> l ���Y� �. �',l '7RC�. O/I��J <br /> 7 <br /> STLIIZDY ENGIIVEERIlVG S �3� 3 - ��i <br /> C O R P O R A T I O N <br /> Civil • Stru ^. tural <br /> Date: March 4, 2013 <br /> J�b No. 0238-253V-GS <br /> SIGNAGE POLE & FOUNDATION ANALYSIS <br /> For <br /> Meyer Sign & Advertising Company <br /> 'Nells Fargo #182665 <br /> ST-3 Monument <br /> 1801 Broadway <br /> Everett, Washington <br /> Building Code 2009 IBC <br /> Seismic Design Calegory: D <br /> Ss - <br /> S� - <br /> '��'' F, - <br /> �:�;�; Wind: 85-MPH Exp 'C' <br /> Roof Snow/ Roo( Dead: N/A <br /> ' Floor Live ( Floor Dead: NIA <br /> Required Soil Bearing: 1,500-psf <br /> Note: Sturdy Engineering Corporation does not assume any liabilily for elements ;liat <br /> are not specifically addressed in this analysis. This report is valid only tor lhe <br /> specific projecl shown above and herein. Any sheets, which are not bound to lhe <br /> original complete set are not valid and shall not be used (excluding authorized, <br /> slamped addendum). <br /> PP.� � s r�R <br /> Contents: Page ��1`oF wnsq�y�L <br /> Meyer Sign Specifications A ;j� ., <br /> Construction Pia� �' A ,� , �� <br /> Pole Sizing � �o �: <br /> i� � <br /> Footing � �'p kf z2eu� �� c`�' <br /> Base Plate 2 - 3 "�,e �fs r���' ��'� <br /> Anchor Bolt Sizing 4 - 8 "SS�Oh���NG <br /> 3 �.� 2uf3 <br /> Copyright SEC 2013 <br /> 7168 S:m ]uan Hill Ln. • Anacartcs, �Vashington 98221 • Phonc: (3G0) 299-25t I • Pas: (3G0) 299-2G9& <br /> H-mail: sturdy@sturdycnginccring.com <br />