MOHAWK MODEL ML-220
3
LIFT SPECIFICATIONS
ML-220 SPECIFICATIONS
LIFT TYPE / TWO POST
ELEC / HYDRAULIC
LIFTING CAPACITY
±
ML-220
20,000 LBS.
PER ARM CAPACITY
±
ML-220
5,000 LBS.
LIFTING SPEED (LOADED)
80-90 SEC APPROX
LOWERING SPEED (LOADED)
75 SECONDS APPROX
LIFTING HEIGHT (STROKE)
72 INCHES
OVERALL WIDTH
151-1/2 INCHES
WIDTH BETWEEN POST
120 INCHES
WIDTH BETWEEN LIFTING ARMS 102
±
7/8 INCHES
POST HEIGHT
104 INCHES
CYLINDER EXTENSION
162 INCHES
OVERHEAD HYDRAULIC LINES
180 INCHES
LIFTING PAD HEIGHT (MIN)
5 INCHES
LIFTING PAD HEIGHT (MAX)
87 INCHES
SHIPPING WEIGHT
3,100 LBS.
POWER UNIT SPECIFICATIONS
BRAND NAME
Bucher
MODEL
M-4509-0194
POWER UNIT TYPE
VERTICAL
MOTOR VOLTAGE
208 / 230
F.L.A. AT RATED CAPACITY
22.5 / 20.4
MOTOR HORSEPOWER
4
MOTOR PHASE
SINGLE
MOTOR CYCLE / HERTZ
60
MOTOR SPEED (R.P.M.)
3450
PUMP FLOW (G.P.M.)
2.5 @ 3450 R.P.M.
RELIEF VALVE SETTING
±
ML-220
2650 PSI
RESERVOIR CAPACITY
5 GALLONS
HYDRAULIC FLUID MEDIUM
DEXRON III
Performance Table
0
2000
4000
6000
8000
10000
12000
14000
16000
0
500
1000
1500
2000
Pump Pressure (PSI)
Load
(LB
S
)
SUGGESTED SITE SELECTION / BAY SIZE
WIDTH
DEPTH
HEIGHT
15 FEET
30 FEET
15 FEET
NOTE
THE PLACEMENT OF THE UNIT IS DETERMINED BY THE TYPE
(LENGTH, WIDTH, HEIGHT) OF VEHICLE BEING SERVICED.
WEJ-IT ANCHOR SPECIFICATIONS
LENGTH
DRILL
DEPTH
DRILL
SIZE
DRILL SIZE
MIN. MAX.
TORQUE
6 IN.
THRU
3/4 IN.
.775 IN. .787 IN.
SEE
ANCHOR
SPECS
PRE-EXISTING FLOOR REQUIREMENTS
MINIMUM
THICKNESS
MINIMUM COMPRESSIVE
STRENGTH
MINIMUM
AGING
6 - 1/2 IN
4000 P.S.I.
28 DAYS
DO NOT INSTALL ANY MOHAWK LIFT ON ANY SURFACE OTHER
THAN
CONCRETE
CONFORMING
TO
THE
MINIMUM
COMPRESSIVE STRENGTH, MINIMUM AGING, AND THE
MINIMUM THICKNESS STATED ABOVE.
DO NOT INSTALL ANY MOHAWK LIFT ON EXPANSION SEAMS OR
ON CRACKED, OR DEFECTIVE CONCRETE.
DO NOT INSTALL ANY MOHAWK LIFT ON SECONDARY FLOOR
LEVELS OR ANY SURFACE WITH A BASEMENT BENEATH
WITHOUT WRITTEN AUTHORIZATION FROM THE BUILDING
ARCHITECT. NEVER HAND MIX YOUR OWN CONCRETE.
IF FOR ANY REASON A NEW CONCRETE SLAB SECTION IS
REQUIRED, FOLLOW THE INSTRUCTIONS FOR THE FLOOR
MODIFICATION DATA.
FLOOR MODIFICATION DATA
NEW FLOOR SECTION
THICKNESS
SLAB SIZE
WIDTH X LENGTH
CUBIC
YARDS
12 INCHES
72 INCHES x 168 INCHES
3.1
IF, FOR ANY REASON, A NEW CONCRETE SLAB SECTION IS
REQUIRED, MINIMUM THICKNESS, COMPRESSIVE STRENGTH,
AND PROPER AGING IS MANDATORY.
THE NEW SLAB SECTION MUST BE TOTALLY SURROUNDED BY
AN EXISTING CONCRETE FLOOR THAT IS STRUCTURALLY
SOUND. CERTIFIED STRENGTH DOCUMENTATION SHOULD BE
OBTAINED FROM THE FIRM WHO SUPPLIES THE CONCRETE
MIXTURE AT THE TIME OF THE POUR.
NEVER HAND MIX THE CONCRETE.
REFER TO NEW SLAB
RECOMMENDATIONS SECTION.
Summary of Contents for ML-220
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