Mohawk A-7, Manual

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MOHAWK MODEL A-7
3
A-7 SPECIFICATIONS
A-7 SPECIFICATIONS
LIFT TYPE / TWO POST ELECTRIC /
HYDRAULIC
GROSS LIFTING CAPACITY 7,000 LBS.
PER ARM CAPACITY 1,750 LBS.
LIFTING SPEED APPROX. 45 SECONDS
LIFTING HEIGHT 72 INCHES
OVERALL WIDTH 127 INCHES
WIDTH BETWEEN POST 91 INCHES
WIDTH BETWEEN LIFTING ARMS 83.3 INCHES
POST HEIGHT
96 INCHES
OVERHEAD HYDRAULIC LINES 144 INCHES
LIFTING PAD HEIGHT (MIN) 4 INCHES
LIFTING PAD HEIGHT (MAX) 85 INCHES
SHIPPING WEIGHT 1,900 LBS.
POWER UNIT SPECIFICATIONS
BRAND NAME MONARCH
MODEL M-4509-0110
POWER UNIT TYPE VERTICAL
MOTOR VOLTAGE 208 / 230
F.L.A. AT RATED CAPACITY 13.9 / 13
MOTOR HORSEPOWER 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 2050 P.S.I.
WORKING PRESSURE 1800 P.S.I.
RESERVOIR CAPACITY 2.5 GALLONS
HYDRAULIC FLUID MEDIUM DEXRON III
Performance Table
0
1000
2000
3000
4000
5000
6000
7000
8000
0 500 1000 1500 2000
Pump Pressure (PSI)
L
o
a
d
(
L
B
S
)
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 INCH 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 INCHES X 144 INCHES 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.