Mohawk TR-33, Manual

Page: 11 / 87

MOHAWK MODEL TR-33/35/50/75/33WT/35WT/50WT/70WT
11
GENERAL INFORMATION CONTINUED
FLOOR REQUIREMENTS
MODEL MINIMUM
THICKNESS
MINIMUM
COMPRESSIVE
STRENGTH
MINIMUM
AGING
TR-33 / 35 / 50 / 75 6 INCHES 4000 P.S.I. 28 DAYS
NOTE
CONSULT WITH A BUILDING ARCHITECT FOR SPECIFIC INFORMATION ON THE INSTALLATION SIGHT
DO NOT INSTALL ANY
MOHAWK
LIFT ON ANY
OTHER SURFACE OTHER THAN CONCRETE
CONFORMING TO THE MINIMUM TENSILE
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 ON ANY
GROUND WITH A BASEMENT BENEATH WITHOUT
WRITTEN AUTHORIZATION FROM THE BUILDING
ARCHITECT.
NEVER, 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
MODEL FOOTING
THICKNESS
FOUR PADS
WIDTH X LENGTH
VOLUME
TR-33 / 35 / 50 / 75 12 INCHES 6 FT X 6 FT 5.4 CUBIC YARDS
NOTE
FOUR FOOTINGS 6 FT X 6 FT X 12 IN DEEP MAY BE USED. FIGURE 1
IF, FOR ANY REASON, A NEW CONCRETE SLAB
SECTION IS REQUIRED, MINIMUM THICKNESS,
COMPRESSIVE STRENGTH, AND PROPER AGING IS
MANDATORY.
CERTIFIED STRENGTH DOCUMENTATION SHOULD
BE OBTAINED FROM THE FIRM WHO SUPPLIES THE
CONCRETE MIXTURE AT THE TIME OF THE POUR.
NEVER, NEVER
HAND MIX YOUR OWN
CONCRETE.
FOR TYPICAL SLAB DRAWING AND DETAILED
REQUIREMENTS CONTACT:
02+$:./,)76//& .