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,, 1 <br /> FOUNDATION OF ADJACENT BUILDING EXISTING SLAB ON GRADE <br /> VERIFY WIDTH WITH <br /> 8"WALL AT NORTH SIDE ELEVATOR MFG 6"WALL U.N.O. <br /> r 1"CLR <br /> } <br /> VERIFY DEPTH WITH #5 @ TOP&12"oc,TYP <br /> #4 @ 12"oc wJ ELEVATOR MFG <br /> STD 90°HOOK AT BOTTOM, 14"MIN <br /> CTR IN WALL,TYPICAL + #5 @ 12"oc <br /> i <br /> 12"MIN <br /> FOOTING <br /> VERIFY i i i 1)l l-1 I I-1 1 l l I l l I I-1 I I-1 I I• <br /> 1 CLR 3"CLR _I L=III—f=gRG SOIL•I I I=I I IF:- <br /> - 2 CLR,TYP -1 11-I I I=I -III= <br /> 71 I I1 i i-I I Ij= I I—'' <br /> NOTES: <br /> CONCRETE WALL AND FOOTING 3000 psi <br /> REINFORCING STEEL: 60 ksi <br /> I <br /> 1 ELEVATOR FOUNDATION AT ADJACENT BUILDING <br /> N.T.S. _ <br /> 3I, P2 <br />