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n <br />�~ e <br />, <br />5•:uC:UI'dl SUfveV of 50ttIEfP.P.f1t C�C13Ge tC BUilain�5 <br />P3ge 2 <br />m350n1'y d�tl near [h@ NeSt entl C�dGkS OpEn�tl up to 3UOUt i inCh. Theb3 i5 no <br />apparent reinfo�cing steel in masonry wa�ls. The top of the south wall <br />leans out appruximateiy 3 incnes. <br />Tne concrete Dasement floor has a major crack running parallel to tne south <br />wali. There is evitlence of rzcent founaat�or� wa!i aamage at tne east an� <br />south concrete retaining vaiis. ��o evidence ot significant wooa iraming <br />Camage [o floors or parti[iur.:;. <br />a <br />AnOthBf 5ite ['ip •ea5 m342 Cn CeCFIPAzr 20tt1 t0 522 i` 5 U UCtU:31 tlBfBCts �dC <br />increased. it was apparen[ cnat tne cracks hatl wi0ened �no snoring shouid <br />be installetl to Y.eeP the south uall `rcm buCi:ling. <br />BUiltlinq a[ 2822 HnVt - ThiS bUilCin9 hd5 exterior COflCfet2 md50nry Wd115 <br />vith COnCfBte fOUntl3tiOn d�tl retaining �.+aii5. The �o�th taa!I i5 COrmlOn wit� <br />2818 Hoyt Builtling dnd th2 SOut11 wdll abU[5 tI1E bUiltliflg [O tnB SOuth. Ofl <br />th2 mdi� f100� area .here i5 SignifiCd�t c�dCking i� norSh & wESt udll antl <br />settiement was notetl at lhe nortnuest corner ana aeflection of floor ana <br />C2ilittg hd5 d150 OCCu��Ctl :hefE. Th2 wi�00w dt the 50UthwESt corner ShGwS <br />,ignificant cracking at corners. Near [he eas[ eMrance tli,piacement <br />cf 3Ck i f1g Wd5 JbSEf'V2tl dfountl the OOOPIJdy df10 Std i fwdy. <br />