24
| (335 MM) | (335 MM) |
|
SEE NOTE (7) | 13.2" | 13.2" | BACK WALL |
|
|
| |
FOR SPACING |
|
| REAR FLOOR |
|
|
| BRACKET |
SEE NOTE (2)
FOR SPACING
(832 MM) 32.75"
FRONT
SIDE WALL |
|
|
FRONT FLOOR |
| (146 MM) |
BRACKET |
| 5.75" |
(107 MM) | (462 MM) | (107 MM) |
4.2" | 18.2" | 4.2" |
TOP VIEW
SYSTEM SEISMIC ANCHORING, FIGURE 1
NOTES:
1.RECOMMENDED FLOOR ANCHOR: 1/2" ITW RAMSET/RED HEAD SELF DRILLING ANCHOR, ICBO
2.POSITION REAR FLOOR BRACKETS ON FLOOR AT LEAST .75" FROM BACK WALL. MARK LOCATION AND DRILL HOLES (FIG. 1) TO A MINIMUM DEPTH OF 4.12" INTO THE CONCRETE.
3.INSTALL REAR CABINET BASE BRACKET (FIG. 2) TO EXISTING HOLES ON UNDERSIDE OF UNIT WITH TABS FACING BACK WALL. USE SUPPLIED HARDWARE AND TORQUE TO 365
NOTE, LOOSEN LEVELING BOLT LOCKING NUT AND TIGHTEN AFTER BRACKET IS SECURED.
4.INSTALL FRONT CABINET BASE BRACKET (FIG. 3) TO EXISTING HOLES ON UNDERSIDE OF UNIT WITH BENT FLANGE FACING FRONT. USE SUPPLIED HARDWARE AND TORQUE TO 365
NOTE, LOOSEN LEVELING BOLT LOCKING NUT AND TIGHTEN AFTER BRACKET IS SECURED.
REAR CABINET |
| FRONT DOOR | FRONT CABINET |
BASE BRACKET | BACK | OF CABINET | BASE BRACKET |
| WALL | HARDWARE |
|
|
|
| |
| APPROX 1/2" | SUPPLIED |
|
|
| FLOOR ANCHOR |
|
FLOOR LINE | REAR FLOOR | HARDWARE |
|
NOT SUPPLIED |
| ||
| BRACKET |
|
|
FLOOR ANCHOR |
|
| FLOOR LINE |
|
|
| |
HARDWARE |
| FRONT FLOOR | |
(NOT SUPPLIED) |
| BRACKET |
|
FIGURE 2 |
|
| FIGURE 3 |
5.MOVE CABINET INTO POSITION WITH REAR TABS INTO SLOTS OF FLOOR BRACKET. TABS TO EXTEND AT LEAST 1/2" THROUGH FLOOR BRACKET (FIG. 2). THEN ATTACH FRONT FLOOR BRACKETS TO FRONT CABINET BASE BRACKET BUT DO NOT FULLY TIGHTEN HARDWARE.
6.MARK HOLE LOCATIONS AND REMOVE BRACKETS. DRILL AND INSTALL FLOOR BRACKETS. UNIT DOOR CAN BE REMOVED FOR BETTER ACCESS. REINSTALL FRONT FLOOR BRACKETS TO FRONT CABINET BRACKETS WITH SUPPLIED HARDWARE AND TORQUE TO 235
7.IF SIDE WALLS ARE PRESENT, 5.0 INCH MINIMUM DISTANCE FROM EITHER SIDE WALL IS REQUIRED.
8.REAR AND FRONT FLOOR BRACKETS, AND REAR AND FRONT CABINET BASE BRACKETS ARE 1010 STEEL AND APPROX. .25 INCH THICK.
PS211405
Rev. 0
Figure 12 Seismic anchor drawing: 400 – 600 amp STS2
Installation Drawings