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® NOTE:AON,FIELD NDITY SIZE,S, <br /> LOCATION,CONDITIONS,ETC <br /> • <br /> OF EXISTING FOOTING. <br /> SHEAR WALL MATERIAL, STUD WALL. NOTIFY STRUCTURAL <br /> AS OCCURS. SEE PLAN SEE PLAN <br /> ENGINEER IF CONDITIONS <br /> 1/2"DIA X 10"ANCHOR ROD @ VARY FROM THOSE SHOWN <br /> III 64"OC MAX.SEE SHEAR WALL HERE <br /> SCHED FOR REQUIREMENT AT <br /> I SHEAR WALLS <br /> #4 DOWELS @ 18"OC. I 2X PT MUDSILL NEW <br /> PROVIDE BEND AT T&B. I EXIST <br /> PROVIDE REQD LAP. <br /> ALT DIRECTION I CONC SLAB. <br /> I SEE PLAN <br /> " II <br /> I►_:cTO SLAB <br /> �� .•II . SEE PLAN <br /> _flio4 TOF <br /> SEE PLAN <br /> TOE TO MATCH 4) <br /> EXIST FTG. <br /> COLD JOINT.INTENTIONALLY FELEVATION IELD VERIFY <br /> ROUGHEN.CONTRACTORS -- <br /> - <br /> OPTION TO POUR MONOLITHIC. <br /> z IT IS ACCEPTABLE TO OVERSIZE <br /> 3" "o THE DIAG SIDES OF THE FTG& i; <br /> CONC FTG. CL' CONSTRUCT AS A THICKENED <br /> SEE PLAN CL BEARING WALL& SLAB <br /> CONCRETE FOOTING EXIST FTG <br /> HORIZ DOWELS TO MATCH FTG NEW FTG <br /> REBAR. EXTEND FOR REQD LAP. <br /> DRILL&EPDXY INTO EXIST. <br /> EMBED 6" <br /> SECTION-TYP. INTERIOR BEARING WALL FOOTING0 <br /> SECTION -NEW FOOTING TO EXISTING FOOTING <br /> SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" <br /> 03-01-015 TYP INTERIOR BEARING WALL FTG(WD FRAMING) 3.1.8 NEW FOOTING TO EXISTING FOOTING 03-01-016 <br /> TYPICAL CONC FTG DETAILS <br />