887-B420-01_Deck Fittings Arrangement_Rev(-)_signed.pdf

PDF 1 MB Posted

Attached to
Floating Pier Barge for McMurdo Station, Antarctica
Solicitation number
W912BU-23-B-0016
Issued by

About this file

This document is a technical drawing file for a floating pier barge to be constructed for McMurdo Station in Antarctica. The drawing provides details for the deck fittings arrangement including locations and spacing of hatches, bollards, towing padeyes, rail breaks, navigation lights, and other deck equipment. Dimensions and specifications are given for bull rails, pipe bollards, and other fittings. The related federal contract opportunity is for design and construction of the floating pier barge, to be awarded by the U.S. Army Corps of Engineers Philadelphia District. The solicitation number is W912BU-23-B-0016 and it is for a floating pier barge that will be 328 feet long, 100 feet wide, and 18 feet deep to be stationed at McMurdo in Antarctica.

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Other files

File Type Posted
W912BU-23-B-0016 Amendment 5.pdf PDF
W912BU-23-B-0016 Amendment 4.pdf PDF
W912BU-23-B-0016 Amendment 3.pdf PDF
W912BU-23-B-0016 Amendment 2.pdf PDF
W912BU-23-B-0016 Amendment 1.pdf PDF
W912BU-23-B-0016.pdf PDF
887-B399-01_ABS Structural Scantlings Calculations_Rev(-)_signed.pdf PDF
887-B399-06_Longitudinal Hull Girder Strength Report_Rev(-)_signed.pdf PDF
887-B307-02_Side Plating_Rev(-)_signed.pdf PDF
887-B309-01_Transverse Structure_Rev(-)_signed.pdf PDF
887-B410-03_Tow Foundation Calculations Report_Rev(-)_signed.pdf PDF
887-B311-01_Longitudinal Structure_Rev(-)_signed.pdf PDF
887-B412-01_Barge Permanent Mooring Interface Details_Rev(-)_signed.pdf PDF
887-B460-01_Hull Markings_Rev(-)_signed.pdf PDF
887-B301-01_Midship Section_Rev(-)_signed.pdf PDF
887-B405-01_Anode Placement_Rev(-)_signed.pdf PDF
887-B399-04_Miscellaneous Foundation Calculations Report_Rev(-)_signed.pdf PDF
887-B155-01_Intact Stability Rev(-)_signed.pdf PDF
887-B460-02_Deck Markings_Rev(-)_signed.pdf PDF
887-B105-01_Hull Lines Plan_Rev(-)_signed.pdf PDF
887-B120-01_Towing and Resistance Calculations Report_Rev(-)_signed.pdf PDF
887-B399-05_ABS MVR Finite Element Analysis_Rev(-)_signed.pdf PDF
887-B215-01_General Arrangement and Inboard Profile_Rev(-)_signed (1).pdf PDF
887-B660-03_Ballast Plan_Rev(-)_signed.pdf PDF
887-B205-01_Outboard Profile_Rev(-)_signed.pdf PDF
887-B150-01_Damage Stability Rev(-)_signed.pdf PDF
887-B399-03_ABS Removable Skeg Structural Calculations_Rev(-)_signed.pdf PDF
887-B330-01_Shore Bridge Support_Rev(-)_signed.pdf PDF
887-B399-02_Shore Bridge Support Calculations_Rev(-)_signed.pdf PDF
887-B410-01_Fendering_Rev(-)_signed.pdf PDF
887-B307-01_Deck and Bottom Structure_Rev(-)_signed.pdf PDF
887-B125-01_Hydrostatics Rev(-)_signed.pdf PDF
887-B410-02_Towing Arrangement_Rev(-)_signed.pdf PDF
887-B410-04_Removable Skeg_Rev(-)_signed.pdf PDF
887-B115-01_Weight Estimate Rev(-)_signed.pdf PDF
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Text version

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051015202530354045505560

RAISED BOLTED WT HATCH

24X30, 19 PLACES

2'-1 3/4", TYP

100T TEE-HEAD BOLLARD

11 PLACES FR

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1'-11 1/2", TYP

10'-10 1/2"

TYP FWD AND AFT

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37' 2-1/2" OCL P/S

4'-4 1/2"FWD/AFT

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8" P

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4'-4 1/2" P/S, TYP

8'-0" CLEAR, P/S (REF)

18'-10" CLEAR (TYP)

TOWING PADEYE

29' 10" OCL P/S

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RAIL BREAK 24' OCL FWD/AFT P/S

RAIL BREAK 8' OCL FWD/AFT P/S

CHOCK 3'-6" FROM ENDS BY BRIDGES, 4 PLACES

10" (TYP)

TRAFFIC BOLLARD, 4 PLACES

6" SCH 80 PIPE, 3'-6" TALL

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2"

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2'-2", TYP

PORTABLE NAVIGATION

LIGHT (3 PLACES)

BY SHIPYARD

45° (TYP)

9'-0" CLEAR, P/S (REF)FR

/4

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/4

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/4

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TOW DIAMOND

EMERGENCY TOW PADEYE

9 5/16"

2"

2X 1"

CHOCKS TO BE ALIGNED WITH FRAMES (TYP)

TO NEXT CHOCK

OPEN OPEN OPEN

4" (TYP)

2'-8"

RAIL BREAKS PLACED AS SPECIFIED

1/4" PLATE END CAPS (TYP)

Ø4" (TYP) 7/16" PLATE (TYP)

7/16" PLATE (TYP)

6" SCH 80

1'-4", REF 1'-0 3/4"

7/16" PLATE (TYP)

10"

16" X 11

16"

CHAMFER (TYP)

1/4" PLATE END CAP (TYP)

T +1 206.624.7850 GLOSTEN.COM

Sheet of RevisionDrawing NumberScale

DateApproved byChecked byDrawn by

12345678

12345678

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A A

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Size D om f f oa t t cn h l

Glosten File Number

22105.01

MDC Project Number

USACE MARINE DESIGN CENTER

PHILADELPHIA, PENNSYLVANIA

NSF MCMURDO OFFSHORE INFRASTRUCTURE

FLOATING BARGE PIER 328' X 100' X 18'

DECK FITTINGS ARRANGEMENT

CCA ALG BGL 2023/06/09

AS NOTED 887-B420-01 1 1 -

1. THE INTENT OF THIS DRAWING IS TO SHOW THE DECK FITTINGS ARRANGEMENT OF THE BARGE PIER FOR

MCMURDO STATION.

2. BULL RAILS ARE TO BE CONSTRUCTED OF ASTM A-53 TYPE S GR B STEEL.

3. BOLLARD UNDERDECK SUPPORT STRUCTURE IS TO BE DEVELOPED BY THE SHIPYARD.

1. GLOSTEN, GENERAL ARRANGEMENT & INBOARD PROFILE, DRAWING NO. 887-B215-01.

GENERAL NOTES REFERENCES REVISIONS

REVZONE DESCRIPTION DATE APPD

PLAN 1-4B

MAIN DECK PLAN

3/32"=1'-0"

DETAIL 1-7A

BULL RAIL, PLAN VIEW

3/8"=1'-0"

DETAIL 1-5A

BULL RAIL, SECTION VIEW

3/8"=1'-0"

DETAIL 1-2A

BULL RAIL, PROFILE VIEW

3/8"=1'-0"

MAIN DECK

DECK EDGE

DECK EDGE

2023-06-14T17:14:09-0400
Andrew Girdler

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