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� oi o>. .�;. � .i i i <br />�O.'a�,':��. <br />6/27/11 <br />To: Scott Swoboda <br />From: Ron Skinner, PE <br />Re: 3210 Hewitt Ave Sign attachment Conclusion <br />SSS# s1106014 <br />On May 24, 2011 I conducted a site visit at the above mentioned address to observe <br />the construction of the sign sWcture atop the building and the one attached to the <br />face. <br />The signs had recently undergone Like-for-Like restoradons. My concem was to ensure <br />the signs were safely attached to the building so they didn't pose a hazard to the <br />occupants or generel public. <br />The lower sign is attached to the face of the structure so wind loads are only <br />experienced from one direction. There were notable fasteners at a reasonable spaung. <br />It is my opinion that this sign will continue to pe�form satisfactorily as it has for years. <br />The upper sign is attached to the face of <br />the upper strudure with 8' at each end <br />extending past the strudure. The entire <br />sign is constructed of a steel frame with <br />pressure treated plywood panels. The <br />extensions are supported by steel struts <br />anchored to the roof. The one item not <br />provided for in the originai sign was a <br />base connection for these extensions. I <br />worked witli the owner to fabricate and <br />install a base plate at these two corners <br />to which the sign is securely fastened to <br />the structure. Wind design calculations <br />show that the sign connections are <br />adequate and this sign will continue to <br />perform satisfactorily as it has for years. <br />If you have any questions or require additional information, please call. <br />6628 212th Street SW, Suite 205 - Lynnwood, WA 98036 - Ph: 425-778-1023 - Fax: 20� Z60-7490 <br />