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Consulting Structural Engineering Services,Inc.. <br /> 6311 17th Avenue NE, Seattle,WA 98115 <br /> Phone(206)527-1288 email john@cses-engineeringcom <br /> iminimivansimmeammosinamminaimeimmusumamilimaammen.j <br /> Client: Architect: Date: March 29,2017 <br /> Broadway Station Apartments Geoff Lundquist, GLA Architects <br /> 3130 Broadway Avenue,Everett, WA <br /> City of Everett Plan Check Number: BW1806-003 CSES Job 2018.030 <br /> To Mr.James Brander,Plans Examiner: <br /> We are the structural engineers of record for this project, and perfoinred the structural design, <br /> for gravity loads only, for the original permit submittal. This letter is in response to your request to <br /> clarify the intent of the structural design with regard to lateral loads. In this letter, we have addressed <br /> only the structural issues. <br /> We were originally retained to evaluate and provide design for proposed repairs to the framing <br /> of the exterior walkways. From the beginning, we were told that lateral loads design was not required, <br /> because the repair work did not involve any framed walls or other structural elements which may have <br /> affected the lateral loads resistance of the building. <br /> We recognize that the building is constructed using post and pier construction,and further,does <br /> not have a concrete perimeter foundation. However, the interior posts and piers are braced against <br /> lateral loads using diagonal knee braces in both directions. Based on this information, and on the <br /> stated intent of the repairs, no lateral loads design was required by the City of Everett. <br /> We note that some confusion may have arisen because of one section, which was in error. That <br /> was section 1/A301, and showed the west exterior wall as attached to an existing concrete retaining <br /> wall at the west end of the building. Actually, that condition was not constructed, nor was it intended, <br /> but was a drafting error. The attached revised drawings have been updated to reflect the correct <br /> existing conditions. The repaired west wall does not connect with,or even touch,the existing concrete <br /> wall. <br /> Sincerely, s. �+^n <br /> t�� pF WAS yin,Ord' <br /> e,t______ .c,6„c_i___-- _ .,., <br /> John S.Apolis, P.E., S.E. -''�" ``' <br /> .�,t9Gc 23-131 \�� �, <br /> Principal Engineer, CSES, Inc. 4^r/0RA!tip' ;C^`. <br /> t as <br />