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, <br />`...'3 � � <br />�] ti7 -� <br />�� '��' w3 <br />C H <br />:+ H fn <br />. rri Y 3 <br />=zH <br />.:.,. ;: <br />� �3 � <br />,� O50 <br />z <br />.._' � H <br />�O� <br />r3 G <br />O N <br />�7 n � <br />H C+7 <br />C. � O <br />H <br />z r+ <br />r �� z <br />�a r3 <br />g�� <br />� <br />h Cy rn <br />� e� r <br />tl] L�7 <br />Z �3 Cp <br />H O Co <br />Januarv 1�. 1990 <br />s�o�ae'.oi <br />� ^f <br />_�rii�nc <br />�0 �C���d�D <br />JAN 1 6 19q'J <br />Nr. Tio Tyler ,�.._. ...._...--- -... <br />auiiding official CITY OF EVERETT <br />Cit•+ of Everett IIuilding ➢ept. PubliC Works Dept• <br />320C Cedar St. <br />Everete, !7A 98201 <br />RE: Struc[ural Damage [o Buildings to Ground Subsidence <br />Bui�dina at 2BiB liovt - Titis duilaing nas concrete fountlation witn concrete <br />masonry exterior walls dnd snowed ,erious Structural tlamage to south and <br />west masonry ualis and concrete basement Fioor. west waii naa major crach <br />separation of concrete masonry units wirn severai cracks in a oiagonai <br />pattern from fioor to ceiiing. Tne ue;t door frame naa separatetl from <br />masonry. The south wall natl a iarge number of tliagonal c;acks tnrougn <br />md50n�y dna n�3f t�e WBSt entl C1'dCKS Op2nP.tl Up to dbOUt 7 i�Gh. ThB�e i5 �O <br />� �� <br />-� apparent reinforcing s.eel in Pnasonry valls. The top of the south wall <br />leans out appruximateiy 3 incnes. � <br />� <br />`� �' The concrete basemznt floor has a major crack rurning parallel to the souVl <br />�, •.a <br />wall. Thzre is Avitlence �f r2cent founCacion wall tlamagB at tne eas[ ana <br />2 `a south cuncrete retaining walls. No eviaznce of significant wootl framing <br />tlamage to floors or partitions. <br />� <br />�- _1 <br />Another site trip was maae on Decemoer 2otn to see if structurai defects nad <br />increasAa. �t wa5 apparen[ that tne Cracks nao witlenea ana snoring Shoultl <br />pr ,n5[d�leh tp k^�� [nz SOuth wail Prp�n DUCklinq. <br />; <br />