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,. . . � . . . *tf, . <br /> � <br />' N <br /> : � <br /> fr . . ' iS-1~ � . . .. ` <br /> . . � . . . t� ' i. S�'� . �e <br />�:: .. . � � . ..� ` '. . .. <br /> � � <br /> `�TRUCTURAL DE�IGN ASS.,CIATES, INC. <br /> � ` CONSULTING ENGINEERS <br /> 5670•19BTHST.S.W. P.O.BO%5956 <br /> LVNNW'. D,WA9B9<6 • PHONE:IZMI]]S�ti�a <br /> t °t- <br /> "`r�! <br /> `��;�'��;' . <br /> h <br /> ; a . <br /> U i; ��' 1� � 1�1 !; '; '� <br /> l� � i.� ,; <br /> February 13, 1990 ��1 FE� �� ��a� "" <br /> Michael J. & Associates �VcRETT BUiL�i°�L� D�"YT. <br /> attn: Mr. Michael J. Rizzuto <br /> 4639-200th S.W. , Suite G2 <br /> Lynnwood, WA 98036 <br /> subject: 14-Unit apartment Suilding <br /> Everett, Washington <br /> Our Ref. : #90-400\letters.wer <br /> To Whom This may concern: <br /> At the request of Mr. Michael J. Rizzuto, this ofi�ce has reviewed <br /> drawings S-1, S-2 and S-3, (revised 1-9-90) for the lateral <br /> requirements per Seismic Zone 3 and 80 mph wind speed with <br /> Exposure "B" . <br /> No exceptions have been taken. <br /> Respectfully submitted, <br /> STRUCTURAL DESIGN ASSOCIATES� INC. <br /> by: <br /> � <br /> "V 1 � <br /> � <br /> , , . . <br /> Kase Vanden Ende, P.E. <br /> president <br /> KVE/WER/jme <br /> /�T <br /> k � <br /> (Y <br /> � �tl���`' 4 ',' <br /> l'[S t�` <br /> STRUCTURAL ENGWEERING DESIGN AND INVESTIGATION� <br /> BUILDINGS � FOUNDATIONS � RETAINING WALLS a BRIOGES � PIEPS • �OCKS • TOWERS • �-. . � <br /> __.... ._ .. .:.... . <br />�'— _.. __ _ . _ . ... .. . . , .. . <br /> rw•.-..;a.r�,v - .. - _. . . _ . . . .. <br />� *+`�,iY�yznc��� --•-:.'varr{ ��s.ays�:y'i a��i�>w,tM...., . ... �r t. '..rr �nM^''" � ��,..:..�r. � -v..,,z!. 'fq14 . <br /> �'�^t� °�,w.r!'�V..�h�+:., °`*'��vy � �.....�a"°,s��,€+"�p...���"'��m..a.�,ra.� ..r„ ti"`"� <br /> � . �.��. . �wa_���,M�M,���j�d�ll���MO�.���t��ii�'�"'�W.. <br /> �n�ryY <br />