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• <br /> 1 2 <br /> VARIES-SEE LIFT PLANS <br /> TYP <br /> 2'-0" 2'-0" Aft <br /> /I/ <br /> o <br /> Z•c\\ <br /> VERTICAL LEG OF LIFT 1.7 <br /> AS SPECIFIED <br /> TYP <br /> CL <br /> LIFT BASE PLATE& EQUAL EQUAL <br /> ANCHORS AS SPECIFIED / / VERTICAL LEG OF LIFT <br /> AS SPECIFIED <br /> 12 KIP MAX LOAD <br /> #4 x 1'-6"SMOOTH DOWEL <br /> @ 16"O.C.CENTERED <br /> IN EXIST SLAB W/OUT ADHESIVE EXIST FLOOR SLAB-ON-GRADE <br /> 6"EMBED FIELD VERIFY THICKNESS <br /> TYP <br /> Ii / <br /> —,�— • , a — EXIST F_F.E. LL <br /> •a a; <br /> r� a ri • <br /> o :f l' <br /> r -r�arr -�ul �r <br /> 7 i <br /> I�1�1o1�t�A:'I�.Iy1�1.h. <br /> - i 3'CLR-- —M <br /> TYP' -I I [ <br /> -- --2'-0 € —. .-2'-0" — i / I .-- I . I I-. <br /> 3 • <br /> MIN MIN <br /> NEW 6"MIN COMPACTED NEW 3,000 PSI(28-DAY STRENGTH)MIN <br /> CRUSHED STONE BELOW CONCRETE FOUNDATION CENTERED <br /> FOOTPRINT OF FOUNDATION ON EACH LIFT BASE PLATE <br /> W/#4 BARS @ 10"O.C.EACH WAY <br /> VERIFY 1500 PSF MIN ALLOWABLE POSITION REINFORCING AS REQUIRED <br /> BEARING PRESSURE TO MISS LIFT ANCHORS <br /> Fig.5b <br /> • <br /> " 12 <br />