MOHAWK MODEL LMF-12, TP-15,TP-16 & TP-18
58
Mohawk Resources Ltd.
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.
LC-12
6 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
(20 12)
6 1/2”
4000 psi with 28 day aging
#6 rebar
10 in.
TP-20
8”
4000 psi with 28 day aging
#6 rebar
10 in.
TP-20-WB
6 1/2”
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-WB
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-WB
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-30
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 4” x 4” x 10/10 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 Mohawk Resources Ltd.
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, additional provisions will need to be
considered, and it is recommended to consult a building architect or engineer.
File: Pre-E xisting Floo r-R equ iremen ts.d oc
Rev Date: 5/2 012
Summary of Contents for LMF-12
Page 26: ...MOHAWK MODEL LMF 12 TP 15 TP 16 TP 18 19 Figure 1 ...
Page 27: ...MOHAWK MODEL LMF 12 TP 15 TP 16 TP 18 20 Figure 2 ...
Page 28: ...MOHAWK MODEL LMF 12 TP 15 TP 16 TP 18 21 Figure 3 ...
Page 29: ...MOHAWK MODEL LMF 12 TP 15 TP 16 TP 18 22 Figure 4a ...
Page 30: ...MOHAWK MODEL LMF 12 TP 15 TP 16 TP 18 23 Figure 4b ...
Page 31: ...MOHAWK MODEL LMF 12 TP 15 TP 16 TP 18 24 Figure 5 ...
Page 32: ...MOHAWK MODEL LMF 12 TP 15 TP 16 TP 18 25 Figure 6 ...
Page 33: ...MOHAWK MODEL LMF 12 TP 15 TP 16 TP 18 26 Figure 7 ...
Page 34: ...MOHAWK MODEL LMF 12 TP 15 TP 16 TP 18 27 Figure 8 ...
Page 35: ...MOHAWK MODEL LMF 12 TP 15 TP 16 TP 18 28 Figure 9 ...
Page 36: ...MOHAWK MODEL LMF 12 TP 15 TP 16 TP 18 29 Figure 10 ...
Page 37: ...MOHAWK MODEL LMF 12 TP 15 TP 16 TP 18 30 Figure 11 ...
Page 38: ...MOHAWK MODEL LMF 12 TP 15 TP 16 TP 18 31 Figure 12 ...
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