Appendix A_p.7-8_Tower 5.pdf

PDF 2 MB Posted

Attached to
Dry Dock 2 Complex, Portsmouth Naval Shipyard, Kittery, ME
Solicitation number
N4008521R1225
Issued by

About this file

This document contains an overhead crane clearance worksheet and electrical configuration sketch for Tower 5, along with details of a related federal contract opportunity for dry dock complex repairs at the Portsmouth Naval Shipyard in Kittery, Maine.

The overhead crane worksheet provides specifications for Tower 5, including dimensions for the crane span and runway rails, hook clearance levels, cab and walkway locations, weight capacities, and wheel spacing. The electrical configuration sketch shows the existing runway conductor layout and provides additional technical details like voltage, current and phase. The solicitation seeks bids for repairs and upgrades to Dry Dock 2 and its supporting infrastructure at the Portsmouth Naval Shipyard, with responses due on August 2, 2021. The Navy aims to award a firm fixed-price contract for the multi-phase project by February 2022.

View the file

Other files

File Type Posted
Attachment G Rev 5 18MAY21.pdf PDF
Amendment 0011.pdf PDF
Amendment 0010.pdf PDF
CD-101.pdf PDF
27 10 00.pdf PDF
S-505.pdf PDF
S-504.pdf PDF
Volume 2 - Architectural.pdf PDF
Attachment G Rev 4 14MAY21.pdf PDF
Volume 2 - E-501.pdf PDF
Volume 3 - Architectural.pdf PDF
C-101.pdf PDF
S-520.pdf PDF
Amendment 0009.pdf PDF
S-533.pdf PDF
C-107.pdf PDF
C-102.pdf PDF
Amended DWGs-PPI 198.pdf PDF
09 90 00.pdf PDF
08 71 00.pdf PDF
Amendment 0008.pdf PDF
A-405 A-407 A-410 A-412 A-413 A-421 A-516.pdf PDF
Attachment G Rev 3 12MAY21.pdf PDF
Appendix A_p.5-6_Tower 6.pdf PDF
Appendix A_p.1-2_Enclosure 8.pdf PDF
Appendix A_p.3-4_Enclosure 5.pdf PDF
Amendment 0007.pdf PDF
Attachment F Rev 1.2 27APR21.pdf PDF
Amendment 0006.pdf PDF
Vol 2 Mechanical Fan Revisions.pdf PDF
11 14 00.pdf PDF
AMD 05 - 23 05 93.pdf PDF
Volume 3 A-503.pdf PDF
Vol 2 Mechanical - Temp Monitoring.pdf PDF
AMD 05 01 45 00.00 20.pdf PDF
Amendment 0005.pdf PDF
Vol 2 S-550.pdf PDF
Vol 2 S-551.pdf PDF
Price Proposal Form Rev. 1.1 14APR21.pdf PDF
07 91 13.pdf PDF
23 00 00.pdf PDF
Volume 2 A-503.pdf PDF
Vol 3 Electrical and Controls Revisions.pdf PDF
05 05 20.00 27.pdf PDF
Vol 2 Electrical Fan Revisions.pdf PDF
23 05 93 Attachments.pdf PDF
Vol 3 S-515.pdf PDF
01 33 00 DD2 Complex Submittal Register.pdf PDF
Vol 2 Electrical and Controls Revisions.pdf PDF
AMD 05 - 40 95 00.pdf PDF
Show 40 more

Latest 50 of 131 listed here. See the rest on GovTribe.

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

A:

B:

D:

C:

E:

H:

G:

F:

O:

P:

N:

M:

L:

K:

J:

I:

Q:

R:

S:

T:

U:

Girder A

Walkway

Walkway Cab

CabCab

Cab

No Cab Girder B

(smallest) lbs./yard lbs. max lbs. max

Indicate Compass Directions Note: Indicate desired features and cab locations (if cab operated) on the girder.

Low point of roof truss, lights, sprinkler or other obstructions on the sides

A (Span - Centerline to Centerline of Runway Rails)

Wheel spacing when two cranes are on the same rail and parked bumper to bumper

Eight-Wheel Crane Four-Wheel Crane

R AND V ARE THE WHEEL LOADS USED FOR DESIGN OF RUNWAY GIRDERS,

EXCLUDING IMPACT, SPACE AS INDICATED.

SOURCE FOR DATA (IF AVAILABLE):

Tower 5

OVER HEAD CRANE CLEARANCE WORKSHEET

Pendant Controller

A (Span - Centerline to Centerline of Runway Rails)

PLAN VIEW

Top of Rail

Rail Size Hooks in High Position

Main Hook

Aux. Hook

Operating Floor

ELEVATION / VIEW X-X

Obstruction

Pit Floor ref.

max.

max.

Centerline of HooksWalkway Walkway

NOTE(S):

O

P

V:

6/7

NCC Form 08-001, May 2008 SKETCH No. A - 1

Appendix A daniel.p.mclaughlin1 Sticky Note Accepted set by daniel.p.mclaughlin1 daniel.p.mclaughlin1 Sticky Note Completed set by daniel.p.mclaughlin1 daniel.p.mclaughlin1 Sticky Note Accepted set by daniel.p.mclaughlin1 daniel.p.mclaughlin1 Sticky Note Rejected set by daniel.p.mclaughlin1 daniel.p.mclaughlin1 Sticky Note Accepted set by daniel.p.mclaughlin1 daniel.p.mclaughlin1 Sticky Note Accepted set by daniel.p.mclaughlin1

CC:

Indicate Compass Directions

OVER HEAD CRANE BUILDING WORKSHEET

Crane

Existing Crane Stop (typ. @ 4 places)

Centerline of hooks when crane parks against the stops

Centerline of hooks when crane parks against the stops

Top of Rail

KK - Runway Conductor (Type/Manufacturer)

AA

(Runway Length)

BB

CC

DD

II

HH

JJ

DD:

EE:

FF:

HH:

JJ:

II:

Rail Span (sketch A-1 dimension A)

Voltage:

Current:

Frequency:

Phase:

VAC

AMP

Hz

NOTE(S):

Top of Rail

KK - Runway Conductor (Type/ Manufacturer)

HH

II

JJ

HorizontalVertical

KK:

Trolley

Main Power Disconnect

Main Power Disconnect

Main Power Disconnect

Main Power Disconnect

Main Power Disconnect

Main Power Disconnect

GG

FF Obstruction

GG:

BB:

AA:

EE EE

Indicate the side of the building which has a crane access ladder max.

max.

max.

ref.

PLAN VIEW

CRANE ELECTRIFICATION EXISTING RUNWAY CONDUCTOR CONFIGURATION

7/7

NCC Form 08-001, May 2008 SKETCH No. A - 2

Tower 5

Appendix A

form1[0]:
#subform[5]:
#subform[6]:
TextField3[4]: 29' - 10"
TextField1[10]: 65' - 0"
TextField1[11]: 66' - 0"
TextField1[12]: 8' - 5"
TextField1[13]: 3' - 5"
TextField1[14]: NA
TextField1[15]: NA
TextField1[16]: 3' - 11"
TextField1[17]: NA
TextField1[18]: NA
TextField1[19]: NA
TextField1[20]: NA
TextField1[21]: 30
TextField1[22]: 8"
TextField1[23]: 6" min.
TextField1[24]: 2" min.
TextField1[25]: 3' - 8"
TextField1[26]: 13,500
TextField1[27]: NA
TextField1[28]: NA
TextField1[29]: NA
TextField1[30]:
CheckBox[0]: 1
CheckBox[1]: Off
RadioButtonList[0]: 4
DropDownList3[1]: []
DropDownList2[1]: [2]
TextField2[1]: Z
TextField2[2]: W
TextField2[3]: X
TextField2[4]:
CheckBox[2]: Off
CheckBox[3]: Off
TextField1[31]: Direction markings are not cardinal markings.
TextField1[32]: Hoist lower limit to be set at 26'-10" above ground level.
TextField1[33]: NA
#subform[7]:
#subform[8]:
TextField1[34]: 6' - 0"
RadioButtonList[1]: 1
DropDownList2[2]: [1]
TextField2[5]: Z
TextField2[6]: W
TextField2[7]: X
TextField1[35]: TBD
TextField1[36]: NA
TextField1[37]: NA
TextField1[38]: NA
TextField1[39]: NA
TextField1[40]: NA
TextField1[41]: 480
TextField1[42]: 50
TextField1[43]: 60
TextField1[44]: 3
TextField1[45]: TBD dimensions will be determined by crane contractor.
RadioButtonList[2]: Off
TextField1[47]: NA
TextField1[48]: NA
TextField1[49]: 3' - 8"
TextField1[50]: 38' - 8"
DropDownList3[2]: [W]
TextField1[46]:
0: Building directions do not match cardinal directions. Direction "Y" is approximately cardinal north.
1:

File details come from the government source that posted it. Updated .