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• <br /> 5`1),� 90/3(' <br /> 13) Holdown locations are clarified on the revised plans. The strength design load cases for <br /> post installed holdowns are considered for wind and seismic with overstrength and <br /> vertical seismic effect. Please refer to the shear wall calculation set. <br /> 14)Floor diaphragm and collectors are designed in the calculation set and included in the <br /> revised plan set. <br /> Please contact this office with any questions regarding this letter. <br /> Sincerely, Ica o0 visq.► e) <br /> 6. <br /> AK,U tT'1 <br /> ,7 <br /> / 4kr4ki <br /> Jasper Baarbe, E.I.T. Chris Covington, P.E. <br /> Structural Design Associates <br /> 3006 Rucker Ave E erect_WA 982{}1 <br /> Ph. 425-339-0293 Fax: _42:i-152-0916 sclacv crett.com <br />