10
2' - 0" 2' - 0"
CL
VERTICAL LEG OF LIFT
AS SPECIFIED
TYP
TYP
2
S-100
1 2
VARIES-SEE LIFT PLANS
2' - 0" 2' - 0"
E.
0"
LIFT BASE PLATE &
ANCHORS AS SPECIFIED
#4 x 1'-6" SMOOTH DOWEL
@ 16" O.C. CENTERED
IN EXIST SLAB W/OUT ADHESIVE
CL
EQUAL EQUAL
6" EMBED
TYP
VERTICAL LEG OF LIFT
AS SPECIFIED
12 KIP MAX LOAD
EXIST FLOOR SLAB-ON-GRADE
FIELD VERIFY THICKNESS
EXIST F.F.
3" CLR
TYP
2' - 0"
MIN
2' - 0"
MIN
NEW 6" MIN COMPACTED
CRUSHED STONE BELOW
FOOTPRINT OF FOUNDATION
VERIFY 1500 PSF MIN ALLOWABLE
BEARING PRESSURE
NEW 3,000 PSI (28-DAY STRENGTH) MIN
CONCRETE FOUNDATION CENTERED
ON EACH LIFT BASE PLATE
W/ #4 BARS @ 10" O.C. EACH WAY
POSITION REINFORCING AS REQUIRED
TO MISS LIFT ANCHORS
8"
MIN
3" CLR
Fig. 5b
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