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�s <br /> , ��_- <br /> ST'LIIZDY EN�IIN�ERIlVG <br /> C O R P O 2 A T f O N <br /> Civil • Structural <br /> Date: October 20, 2010 <br /> Jeb No. 0238-240 <br /> Foundation vesign <br /> for <br /> Meyer Sign & Advertising <br /> Whidbey Bank <br /> Sign Relocation <br /> 5615 Evorgreen Way <br /> Everett, WA <br /> Building Code 2009 IBC <br /> Seismic Design Category: D <br /> SS -- <br /> S� -- <br /> FT -- <br /> Wind: 85-mph Exp 'C' <br /> F2oof 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 nol specifically addressed in this analysis. This report is valid only for the <br /> specific proje� t shown above and herein. Any sheets, which are not hound to the <br /> oriyinal compiete set are not valid and shall not be used (excluding authorized, <br /> stamped addendum). <br /> Contents: Page _ ��,r! ��; ,`� <br /> } i;�.' '� ., ' 't_ } <br /> Structural Plans S1 - S2 �� �� � `� � �' � '. <br /> Wind Loading 1-2 ' ;Y�,�.�,.�\�� 1`�, <br /> Moments at Base 3 I�-"- 1 � �� <br /> Non-Co�strained Casson 4-5 � ioj�J�o �' <br /> Foundation �� � ; .. , / ' � <br /> Slab Foundation 6-15 x� y��''__-�-<- . ,'?' <br /> �~��/r).\:�,1. `,. . '��, <br /> � "`:�:•- "`�` <br /> 7lGS San Juan Fiill I..n. • Anacortcs, Washington 932?.1 • Phone: (3G0) 299-?511 • Fax: (360) 299-2698 <br /> L'-mai1: smrdyC�sturdyengineering.com <br />