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xr� <br />ti] Ci] <br />9 �-3 <br />.axx <br />� H <br />ayv� <br />y zH <br />K C� <br />H �1 <br />"+J H '� <br />yx�r3 <br />ti] O!�1 <br />H C7 <br />O H <br />7J C] .'7 <br />H [s1 O <br />�� n <br />��� <br />r+ H <br />b� <br />O H <br />c� C7 � <br />�r�r <br />� n <br />z y cn <br />-� o m <br />��- • . = 0 <br />� � <br />�Q y( <br />C a <br />A <br />� . 1 <br />� <br />Structural Survey of Set;iement Oamage to OuiiClr.q; <br />Page 5 <br />haZartlous conaition. No heavy Ioatls snOUIC be applietl to ❑ppzr 4loors until <br />d m0�2 tl0[diletl StfuCtufdl 0vdludtion Cdn bC' mdtlB. All CfdCks nOtztl Si10'JIO <br />be continually monitoretl anh atltlitional movement st,oultl De Drouont to thz <br />attertion of the Ci[y E3uilaing officiai. <br />Gzo Lab Engineers' recorCs intlicate subsitlence has stoppetl but tle not <br />guarantee that fur'her subsiaence will not occ��r. Recoraa of soils borings <br />a�tl sEttlement recortl are nut availaole for this repOrt, i� furtner <br />sett�ement occurs a�� Duiloings should oe recnecked. <br />The foregoing structural ob�ei'vation5 antl certment5 are no[ intentletl to <br />inCiCdtB thdt dfly Of ChB bUiiCiflCjS will meet 311 Unif01'rt1 BUiiaing Coae <br />tle5igfl C!'i:B�id. MOSt will flOt, h04'EVBf, fBldtive t0 pd5t bUiltliflg <br />performance, the recent settlenent has createa a sic�nificant reauction of <br />the builtling'S C3p3City to r'ESiSt Idt2�al lodtls tluB t0 BdPthqUdk2. ThESE <br />o�tl masonry buildings vzre not aEsignetl to rzsist earthquaKe loaas as <br />stipuiatea by tne Uniform Buiitling Code. No struciural engineering analysis <br />w35 psrformetl on the surveyza buildings ano it is expectetl that each would <br />tliffer in structural strength. Therefore, [his report in no way <br />guaranties the structural atlequacy to witnstantl further settiement, heavy <br />floor loatls, >now loaa or earthq�ake loads, as required by the UBC Code. <br />I <br />