Mohawk TR-33, Руководство пользователя

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02+$:./,)76//& .
PRE-EXISTING Minimum Floor Requirements
Mohawk Lift
Model
Minimum Slab
Thickness
Minimum Compressive
Strength
Reinforcement
Size
Reinforcement
Spacing (Rebar)
A-7 4-1/2” 4000 psi with 28 day aging #6 rebar 12 in.
System IA 4-1/2” 4000 psi with 28 day aging #6 rebar 12 in.
System IA-10 4-1/2” 4000 psi with 28 day aging #6 rebar 12 in.
LMF-12 6 1/2” 4000 psi with 28 day aging #6 rebar 12 in.
TP-15 6 1/2” 4000 psi with 28 day aging #6 rebar 10 in.
TP-16 6 1/2” 4000 psi with 28 day aging #6 rebar 10 in.
TP-18 8” 4000 psi with 28 day aging #6 rebar 10 in.
TP-20 8” 4000 psi with 28 day aging #6 rebar 10 in.
TP-26 12” 4000 psi with 28 day aging #6 rebar 10 in.
TP-26-W 8” 4000 psi with 28 day aging #6 rebar 10 in.
TP-30 12” 4000 psi with 28 day aging #6 rebar 10 in.
TP-30-W 8” 4000 psi with 28 day aging #6 rebar 10 in.
TR-19 4 1/2” n/a ACI Temp only* ACI Temp only*
FL-25 4 1/2” n/a ACI Temp only* ACI Temp only*
TR-25A 4 1/2” n/a ACI Temp only* ACI Temp only*
TR-33 6” or (4 1/2” **) n/a ACI Temp only* ACI Temp only*
TR-35 6” or (4 1/2” **) n/a ACI Temp only* ACI Temp only*
TR-50 6” or (4 1/2” **) n/a ACI Temp only* ACI Temp only*
TR-75 6” or (4 1/2” **) n/a ACI Temp only* ACI Temp only*
* The floor must be properly aged to American Concrete Institute specifications. The floor does not require reinforcement,
but a minimum of wire mesh is recommended.
** Larger 4’ x 4’ base pads (available from Mohawk) required for floors with a thickness range less than 6”, but greater
or equal to 4 1/2”.
The floor should be test drilled to verify minimum floor thickness and to confirm building drawings. A core sample
should be obtained and tested to verify minimum floor compressive strength. When investigating floor properties, consult
building drawings to verify proper floor reinforcement.
All 2-post lifts require a continuous single slab. Spanning expansion seams or positioning posts on separate slabs is not
acceptable.
--- ALL MOHAWK LIFTS MUST BE INSTALLED ON CONCRETE ONLY ---
DO NOT install any Mohawk lift on any surface other than concrete, conforming to the minimum compressive strength,
aging, reinforcement, and thickness stated in the table above.
DO NOT install any Mohawk lift on expansion seams or on cracked or defective concrete. All ¾ inch diameter anchors
must be a minimum of 6 inches away from any expansion seams, control joints or other inconsistencies in the concrete.
All 1 inch diameter anchors must be a minimum of 7
½ inches away from any expansion seams, control joints or other
inconsistencies in the concrete. Refer to anchor manufacturer specifications for specific information concerning edge
distances and bolt to bolt distance requirements.
NEVER, NEVER install a Mohawk lift on hand mixed concrete.
DO NOT install any Mohawk lift on a secondary floor level or on any ground floor with a basement beneath without written
authorization from the building architect and prior consultation and approval from 02+$:./,)76//& .
If the floor does not meet these minimum pre-existing floor requirements, it is suggested to construct a slab as outlined in
New Slab Recommendations . If the location of the lift is in a seismic zone, contact 02+$:./,)76//& . for seismic
slab designs.
File: Pre-Existing Floor-Requirements.doc
Rev Date: 6/1/2006