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Al1y 20, 19 i 3 <br /> QTY Oi <br /> lir. CVilliam ltoot everett <br /> ]�1 idpclitty Nlutual Savings Banl: <br /> ZLSJL ,'\,CtII�O1�C C�TY N�LL � �'I.9.nr:a': <br /> EVCRCTT. \vA5111Nt.ipl: <br /> PveretL, Washington J8201 ��:,� <br /> wsruno'� ocrenr��v.t <br /> L?�I�LIZ�NC�: SILVERS'I'ON� 13liILD1ATG <br /> 1512 - 1514 II�U�1T7' <br /> llcai• 13i11: <br /> A recent inspection �vas made of the refere�iced properi,y t.o <br /> delcrmine thc requirements if the building is desired to bc <br /> preserved. <br /> 'I';ic tollo�ving items are our recommendations: <br /> 1. �Ve recommend that the interior be completely demolished <br /> lcaving the e�terior �valls. Ilo�vever, if all or aiiy parts <br /> ol' Ihe intcrior are desired to Ue saved, additional <br /> :;tructiiral fraining inemUers could Ue installed to provide <br /> for struclur3l integrity. <br /> 2. lt appears that thc esterior masonr,y �valls are sound <br /> and could Ue saved if provisions ��o uld be made to transfer <br /> fhe seismic load into ihc esisting walls. <br /> :;. Thc street elevaCioti �vas remodeled soinclinie in tlic <br /> ��ast. Apparm�t.ly the original masanar,y columus and <br /> �aalls �vere removed at t.lic first. floor level to mal:e an <br /> open store frout. 'Cl�is front wall shoulcl Ue investigated <br /> very carefully for seismic resistance because of its <br /> rcmodclii�g. <br /> I. 4Vc �vould su�;�;esl I.ha1 wc mcet. �vith your arcliilcct and <br /> vlettclural engineer5 on Iho site Lo �Ietermine Llie pruct.icabilily ' <br /> ol' prescrving tlie building. � <br /> iccrcly yo irs <br /> /� �����-�� <br /> .lr hn 11. P� rrens, Jr� <br /> �specLiou Supervisor <br /> JIII�:tn�. <br /> � <br /> • � f <br />