6
*Carriage lock ladder will extend 11” above top of column when raised to max height.*
4-SPECIFICATIONS
Model
Description
Capacity
Lifting Time
*Column Height
Overall Width
Between Posts
HD2P-9KFP
Floorplate/
Asymmetric
9,000 lb
40-60 sec.
111.25”
134.75”
112.25”
Drive-Thru
103.25”
5-FLOOR REQUIREMENTS
WARNING: SPECIFICATIONS OF CONCRETE MUST BE ADHERED TO. FAILURE
TO DO SO COULD CAUSE LIFT FAILURE RESULTING IN PERSONAL INJURY OR
DEATH. THE FLOOR SHOULD BE A REINFORCED CONCRETE SLAB NOT LESS
THAN 4” THICK WITH THE COMPRESSIVE STRENGTH OF THE CONCRETE NO LESS
THAN 3,000 PSI.
DANGER: FOR CORRECT INSTALLATION OF THE LIFT, THE FLOOR MUST
BE FLAT AND LEVEL. CHECK WITH STRAIGHT EDGE AND LEVEL. IF A FLOOR IS
OF QUESTIONABLE SLOPE, CONSIDER A SURVEY OF THE SITE AND/OR THE
POSSIBILITY OF POURING A NEW LEVEL CONCRETE SLAB.
5.1 SELECTING THE SITE AREA
5.2 FLOOR REQUIREMENTS
1.
Make sure that adequate space and height is available.
2.
Check for ceiling clearance (lifting height plus vehicle height).
3. Check for clearance in front and rear of vehicle on lift.
4.
Check for overhead garage door clearance.
Do not use the lift on any asphalt surface. Make sure the lift is used on a dry, oil/grease free,
flat level CONCRETE surface capable of supporting the weight of the lift, the vehicle being
lifted, and any additional tools and equipment. The concrete floor surface should have a
minimum thickness of 4”. The concrete must have a minimum strength of 3,000 PSI, and
should be cured at least 30 days prior to use. Do not use the lift on concrete expansion
seams or on cracked, defective concrete.
IMPORTANT: NEW CONCRETE MUST BE ADEQUATELY CURED AT LEAST 30
DAYS MINIMUM. NO LIABILITY FOR ANY DAMAGES WILL BE ACCEPTED SHOULD
YOU INSTALL THE LIFT ON AN UNSUITABLE FLOOR.
Due to minor variances in the manufacturing process, dimensions in this manual may vary slightly
from the finished product.
Содержание PREMIER HD2P-9KFP
Страница 25: ...21 11 DIAGRAMS FIG 1 9 FIG 1 HD2P 9KFP...
Страница 26: ...22 FIG 2 HD2P 9KFP Column Anchor Bolts 3 4 6 25 Column 4 Concrete 3000PSI min...
Страница 27: ...23 FIG 3 HD2P 9KFP...
Страница 33: ...29 FIG 9 CABLES HOSES...
Страница 38: ......
Страница 39: ...NOTES...