HomeMy WebLinkAboutZ-7079 Map 3M
R
7
1/4"
u
APPROACH LENGTH AS REQUIRED
3/4"
- 70'-3" OPENING -
70'-1 1/2" DECK LENGTH
3/4'
IMPORTANT! If your scale is equipped with
access ways, such as manholes, it is the
users responsibility to provide proper
• protection such as barriers, during the time
they ore open or removed.
_Im
SHOWN WITH
NESS PLATE REI
Generated by Cordinol/Detecto
Computer -Aided Drafting System
1/4"
11 3/4-
3/4*
13'-0"
18'-0 1/4"
d
0
NOTES:
1. CAUTION: DO NOT WELD ON THE SCALE WHILE THE
LOAD CELLS ARE IN PLACE
2. REFER TO DRAWING 3502 -C435 -GS FOR PROPER
ELECTRICAL GROUNDING SPECIFICATIONS.
3. THE WEIGHBRIDGE IS SUPPLIED IN TWO MODULES.
MAXIMUM LIFT PER MODULE IS 4,000 POUNDS.
4. PLACE MODULES ON LOAD CELL STANDS. ADJUST STAND
SO THAT LINKS ARE PLUMB, LATERALLY AND TRANSVERSLY.
5. ADJUST BUMPER BOLTS TO 1/4" CLEARANCE,
6. THE WEIGHT INDICATOR IS SHOWN ON A SEPARATE
DRAWING.
7, SAFETY BARRIERS ARE A USER/OWNER RESPONSIBILITY
TO PREVENT VEHICLES FROM RUNNING OFF THE SIDES
OF THE SCALE. FOR THE SAFETY OF VEHICLES USING
THIS SCALE, SIDE RAILS AND/OR PROTECTIVE POSTS
ARE AVAILABLE AS OPTIONAL EQUIPMENT.
8. THE 9 5/16" MINIMUM CLEARANCE UNDER THE SCALE
MUST BE MAINTAINED THE FULL LENGTH OF THE
SCALE EXCEPT AT THE LOAD CELL PIER AREAS.
9. SHIM UNDER LOAD CELL BEARING IF NECESSARY
TO OBTAIN PROPER DEAD LOAD.
10. CARDINAL SCALE MFG. CO. RECOMMENDS THAT THE
CUSTOMER INSTALL PROTECTIVE CONDUIT/COVER FOR
THE LOAD CELL CABLES WHENEVER THE CONDITION IS
PRESENT THAT CAN RESULT IN DAMAGE OR ABRASION
TO THE LOAD CELL CABLES.
11. COIL EXCESS LOAD CELL CABLES IN SPACES PROVIDED
BEHIND J -BOXES.
12. CONCRETE IS NOT SUPPLIED BY CARDINAL SCALE MFG. CO.
13. CONCRETE SHALL BE A MINIMUM OF 4500 PSI AT 28 DAYS.
14. THE SCALE SHOULD NOT BE LOADED FOR 28 DAYS TO ALLOW
REQUIRED CONCRETE CURE TIME.
15. APPROXIMATELY 17,2 CUBIC YARDS OF CONCRETE IS REQUIRED
FOR THE SCALE DECKS.
16, REFER TO SPECIFICATION FOR CONCRETE SCALE DECKS, SPEC
A 0104-AO20-ES FOR CONCRETE PLACEMENT, THIS IS FOUND
IN THE EPR. EPR -C & EPR -LF MANUAL 8525-M241-01,
DEVIATIONS FROM THE SPECIFICATIONS WILL VOID ALL WARRANTIES.
NOTE: THE BRIDGES MUST BE SUPPORTED AT MIDSPAN DURING
THE CONCRETE CURING TIME.
b
1/4" SEE BRIDGE CONNECTION DETAIL
18'-11 1/2"
HOOK PIN
RECEIVER BRACKET
MODEL WATT SCALE EPR
NOMINAL CAPACITY 100 TONS I
U.S.--CONCENTRATED LOAD CAPACITY 30 TONS
CANADA --SECTIONAL CAPACITY
CANADA--S.WA. NO.
SERIAL NUMBER "SALES ORDER NUMBER'
NOMINAL CAPACITY IS THE GROSS CAPACITY
AS ASSIGNED BY THE MANUFACTURER.
CONCENTRATED LOAD CAPACITY (CLC) AS
ASSIGNED BY THE MANUFACTURER, IS THE
LOAD WHICH CAN BE PLACED ANYWHERE
ON THE PLATFORM IN THE PRESCRIBED
TEST PATTERN.
SECTIONAL CAPACITY IS THE MAXIMUM
LOADING FOR EACH PAIR OF LOAD CELLS
AS ADJACENT PLATFORMS (SPANS) ARE
LOADED.
L�
#
!
�- 7 1/4"
— — — — —
—
— —
— — —
— —
•
_Im
SHOWN WITH
NESS PLATE REI
Generated by Cordinol/Detecto
Computer -Aided Drafting System
1/4"
11 3/4-
3/4*
13'-0"
18'-0 1/4"
d
0
NOTES:
1. CAUTION: DO NOT WELD ON THE SCALE WHILE THE
LOAD CELLS ARE IN PLACE
2. REFER TO DRAWING 3502 -C435 -GS FOR PROPER
ELECTRICAL GROUNDING SPECIFICATIONS.
3. THE WEIGHBRIDGE IS SUPPLIED IN TWO MODULES.
MAXIMUM LIFT PER MODULE IS 4,000 POUNDS.
4. PLACE MODULES ON LOAD CELL STANDS. ADJUST STAND
SO THAT LINKS ARE PLUMB, LATERALLY AND TRANSVERSLY.
5. ADJUST BUMPER BOLTS TO 1/4" CLEARANCE,
6. THE WEIGHT INDICATOR IS SHOWN ON A SEPARATE
DRAWING.
7, SAFETY BARRIERS ARE A USER/OWNER RESPONSIBILITY
TO PREVENT VEHICLES FROM RUNNING OFF THE SIDES
OF THE SCALE. FOR THE SAFETY OF VEHICLES USING
THIS SCALE, SIDE RAILS AND/OR PROTECTIVE POSTS
ARE AVAILABLE AS OPTIONAL EQUIPMENT.
8. THE 9 5/16" MINIMUM CLEARANCE UNDER THE SCALE
MUST BE MAINTAINED THE FULL LENGTH OF THE
SCALE EXCEPT AT THE LOAD CELL PIER AREAS.
9. SHIM UNDER LOAD CELL BEARING IF NECESSARY
TO OBTAIN PROPER DEAD LOAD.
10. CARDINAL SCALE MFG. CO. RECOMMENDS THAT THE
CUSTOMER INSTALL PROTECTIVE CONDUIT/COVER FOR
THE LOAD CELL CABLES WHENEVER THE CONDITION IS
PRESENT THAT CAN RESULT IN DAMAGE OR ABRASION
TO THE LOAD CELL CABLES.
11. COIL EXCESS LOAD CELL CABLES IN SPACES PROVIDED
BEHIND J -BOXES.
12. CONCRETE IS NOT SUPPLIED BY CARDINAL SCALE MFG. CO.
13. CONCRETE SHALL BE A MINIMUM OF 4500 PSI AT 28 DAYS.
14. THE SCALE SHOULD NOT BE LOADED FOR 28 DAYS TO ALLOW
REQUIRED CONCRETE CURE TIME.
15. APPROXIMATELY 17,2 CUBIC YARDS OF CONCRETE IS REQUIRED
FOR THE SCALE DECKS.
16, REFER TO SPECIFICATION FOR CONCRETE SCALE DECKS, SPEC
A 0104-AO20-ES FOR CONCRETE PLACEMENT, THIS IS FOUND
IN THE EPR. EPR -C & EPR -LF MANUAL 8525-M241-01,
DEVIATIONS FROM THE SPECIFICATIONS WILL VOID ALL WARRANTIES.
NOTE: THE BRIDGES MUST BE SUPPORTED AT MIDSPAN DURING
THE CONCRETE CURING TIME.
b
1/4" SEE BRIDGE CONNECTION DETAIL
18'-11 1/2"
HOOK PIN
RECEIVER BRACKET
MODEL WATT SCALE EPR
NOMINAL CAPACITY 100 TONS I
U.S.--CONCENTRATED LOAD CAPACITY 30 TONS
CANADA --SECTIONAL CAPACITY
CANADA--S.WA. NO.
SERIAL NUMBER "SALES ORDER NUMBER'
NOMINAL CAPACITY IS THE GROSS CAPACITY
AS ASSIGNED BY THE MANUFACTURER.
CONCENTRATED LOAD CAPACITY (CLC) AS
ASSIGNED BY THE MANUFACTURER, IS THE
LOAD WHICH CAN BE PLACED ANYWHERE
ON THE PLATFORM IN THE PRESCRIBED
TEST PATTERN.
SECTIONAL CAPACITY IS THE MAXIMUM
LOADING FOR EACH PAIR OF LOAD CELLS
AS ADJACENT PLATFORMS (SPANS) ARE
LOADED.
L�
#
!
�- 7 1/4"