J10_(Rev._1)_Appendix_A-1_Crane_124_3_AMEND_0003.pdf
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- Attached to
- ID/IQ Contract for Small Capacity Weight Handling Equipment Multiple Award Contract (WHEMAC)
- Solicitation number
- N6247018R2007
About this file
This document contains three appendices related to an existing bridge crane. Appendix A provides technical details on Crane 124-3 including dimensions, clearances, and load specifications. It also includes drawings of the crane and existing runway configuration. Appendix A indicates the crane has a 2-ton capacity and is an under-running, under-hung style. It specifies the rail size and maximum allowable wheel and support point loads for the under-running runway. Appendix A also provides the voltage, amperage, and phase details for the existing crane electrification system. Appendix A-1 sheets 1 through 3 include dimensioned drawings of the crane, obstructions, and existing runway support locations.
The related federal contract opportunity is a solicitation for an Indefinite Delivery/Indefinite Quantity multiple award contract to provide new and overhaul existing weight handling equipment for the Navy, Marine Corps and other federal activities. The contract has a 100% small business set-aside. The WHEMAC will be used to procure new equipment and overhaul existing equipment with capacities up to 30 tons and bridge and gantry crane spans up to 60 feet. The work includes site surveys, design, fabrication, demolition, installation, testing and training. Cranes must meet specified standards and be certifiable for applications including hazardous materials and ordnance handling.
J10_(Rev._1)_Appendix_A-1_Crane_124_3_AMEND_0003.pdf
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Text version
A (Span - Centerline to Centerline of Runway Rails)
Centerline of Hooks
J (measured from highest point on crane)
Lowest obstruction e.g. roof truss, lights, sprinklers, etc.
II
D
C
E
L M
N
H
B
O
Pit
Floor
Operating Floor
F
G
A (Span - Centerline to Centerline of Runway Rails)
K
K
P
Q Q
Existing Crane Wheel Spacing
(for Top Running Crane)
Obstruction
Crane 124-3
2 TON UNDER-RUNNING UNDER-HUNG
ELEVATION VIEW X-X
TOP RUNNING CRANE
-RAIL SIZE: ______ lbs./yard
-MAXIMUM ALLOWABLE WHEEL LOAD
EXCLUDING IMPACT: ________ lbs
UNDER RUNNING CRANE
-RUNWAY TYPE:
-MAXIMUM ALLOWABLE LOAD
AT RUNWAY TRACK BEAM SUPPORT
POINT, EXCLUDING IMPACT: ________ lbs
Appendix A- 1
Sheet 1 of 3 Rev. -
A:
B:
C:
D:
E:
F:
G:
H:
I:
J:
K:
L:
M:
N:
O:
P:
Q:
21' - 06"
27' - 01"
N/A
3' - 00"
3' - 00"
N/A
4' - 00"
2"
3"
1' -04"
N/A
N/A
N/A
N/A
N/A
N/A max.
max.
ref.
min.
min.
min.
max.
Crane Information and Clearance Sketch
W
NOTES:
1. Drawing is not to scale
2. Dimensions were measured in the field as no drawing data was available to NCC.
Contractor is responsible for verifying dimensions prior to crane and runway design.
3. Distance is from floor to bottom face of W12x45 facility support structure.
4. Separate messenger track required.
5. Minimum lift needed is 27' - 01" (15'-01" to the floor, plus ~12'-00" to pit table)
N/A
7,750
N/A
PATENTED TRACK
min.
19' - 10"
See Note 3
See Note 4
See Note 5
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
FF
HH
GG
Span (see Sheet 1)
BB
AAAA
CC
EE
DD
Obstruction
Crane End Stop
(Typ, 4 Places)
Centerline of hook when crane is against the stops
Centerline of hook when crane is against the stops
Appendix A-1
Sheet 2 of 3 Rev. -
AA:
BB:
CC:
DD:
EE:
FF:
GG:
N/A ref.
Building Information and Sketch
W
NOTES:
1. This distance is from end stop face to end stop face. New end stops shall be placed where existing end stops are located.
2. This dimension is the existing dimension from face of end stop to CL hook.
3. New Disconnect will be in the same place as the exisiting one on beam, except relocated to the floor.
5' - 00"
5' - 00"
38' - 00"
N/A
N/A
N/A
CRANE ELECTRIFICATION
Voltage:
Amperage:
Frequency:
Phase:
max.
max.
max.
EXISTING RUNWAY CONDUCTOR CONFIGURATION
Horizontal or Vertical:
Manufacturer:
Model Number:
N/A - To be replaced
N/A - To be replaced
N/A - To be replaced
VAC
Amp
Hz
HH: N/A
max.
PLAN VIEW Crane 124-3
Crane
Disconnect
Crane
Electrification this side
See Note 2
See Note 2
See Note 1
Runway Patented
Track Support
Location. Runway will attach to W12x45.
Max. Allowable Load
7,750 lbs
Typ 6 Places
Runway Track
W12 x 45
Facility Structure
Typ 3 Places
21' - 06"
DRAWING NOT TO SCALE
17' - 00"
Runway Span
Appendix A-1
Sheet 3 of 3 Rev. -
Additional Information
RUNWAY SUPPORT LOCATIONS
124-3
W
Amendment 0003 Work Order 1562198
| Sheets and Views |
| Appendix A Crane 124_3-Sheet 1 |
| Appendix A Crane 124_3-Sheet 2 |
| Appendix A Crane 124_3-Sheet 3 |
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