Mohawk IA - Lift Specifications; Power Unit Specifications; Performance Table; Pre-Existing Floor Requirements

MOHAWK MODELS SYSTEM IA & SYSTEM IA-10
3
LIFT SPECIFICATIONS
SYSTEM IA & SYSTEM IA-10 SPECIFICATIONS
LIFT TYPE / TWO POST
ELEC/HYDRAULIC
LIFTING CAPACITY – SYSTEM IA
9,000 LBS.
LIFTING CAPACITY – SYSTEM IA-10
10,000 LBS.
PER ARM CAPACITY – SYSTEM IA
2,250 LBS.
PER ARM CAPACITY – SYSTEM IA-10
2,500 LBS.
LIFTING SPEED APPROX.
45 SECONDS
LIFTING HEIGHT
72 INCHES
OVERALL WIDTH
142-3/8 INCHES
WIDTH BETWEEN POST
120 INCHES
WIDTH BETWEEN LIFTING ARMS
102 –7/8 INCHES
POST HEIGHT
104 INCHES
OVERHEAD HYDRAULIC LINES
144 INCHES
LIFTING PAD HEIGHT (MIN)
3-1/2 INCHES
LIFTING PAD HEIGHT (MAX)
75-1/2 INCHES
SHIPPING WEIGHT
2,400 LBS.
POWER UNIT SPECIFICATIONS
BRAND NAME
MONARCH
MODEL
M-4509-0100
POWER UNIT TYPE
VERTICAL
MOTOR VOLTAGE
208 / 230
F.L.A. AT RATED CAPACITY
13.9 / 13
MOTOR HORSEPOWER
2 1/2
MOTOR PHASE
SINGLE
MOTOR CYCLE / HERTZ
60
MOTOR SPEED (R.P.M.)
3450
PUMP FLOW (G.P.M.)
2.39 @ 3450 R.P.M.
RELIEF VALVE SETTING
2800 P.S.I.
WORKING PRESSURE
2500 P.S.I.
RESERVOIR CAPACITY
2.5 GALLONS
HYDRAULIC FLUID MEDIUM
DEXRON III
Performance Table
0
1000
2000
3000
4000
5000
6000
7000
8000
9000
10000
0 500 1000 1500 2000 2500
Pump Pressure (PSI)
Load (LBS)
SUGGESTED SITE SELECTION / BAY SIZE
WIDTH
DEPTH
HEIGHT
15 FEET
20 FEET
12 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
5 IN.
THRU
3/4 IN.
.775 IN. .787 IN.
SEE
ANCHOR
SPECS
PRE-EXISTING FLOOR REQUIREMENTS
MINIMUM
THICKNESS
MINIMUM COMPRESSIVE
STRENGTH
MINIMUM
AGING
4 - 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
48 INCH x 161 INCH
2.1
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.