887-B410-04_Removable Skeg_Rev(-)_signed.pdf

PDF 2 MB Posted

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

About this file

This document package includes engineering drawings and specifications for a removable skeg for a 328-foot by 100-foot by 18-foot floating barge pier. The drawings show arrangement details, construction details, profiles and sections of the removable skeg. General notes reference applicable rules and standards for materials, fit-up, welding and structural alignment. Each skeg is estimated to weigh 20,000 pounds.

The related federal contract opportunity is a solicitation from the U.S. Army Corps of Engineers Philadelphia District for the floating barge pier with removable skegs at McMurdo Station, Antarctica. The solicitation number is W912BU-23-B-0016. The opportunity type is listed as a solicitation and the contracting agency is the Department of the Army Corps of Engineers Engineering District Philadelphia.

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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-B420-01_Deck Fittings Arrangement_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-B115-01_Weight Estimate Rev(-)_signed.pdf PDF
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Text version

051015202530354045505560

REMOVABLE SKEG P/S

SEE PLAN 2-5A

T +1 206.624.7850 GLOSTEN.COM

Sheet of RevisionDrawing NumberScale

DateApproved byChecked byDrawn by

12345678

12345678

D

C

B

A A

B

C

D

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'

REMOVABLE SKEG

CCA ALG BGL 2023/06/09

AS NOTED 887-B410-04 1 3 -

1. THE INTENT OF THIS DRAWING IS TO SHOW THE ARRANGEMENT AND DETAILS OF THE REMOVABLE

SKEG FOR THE BARGE PIER FOR MCMURDO STATION.

2. SKEG AND STRUTS ARE IN ACCORDANCE WITH ABS MVR 3-2-14 AND AND 6-1-4/27.

3. ALL SKEG AND STRUT PLATING TO BE ABS GR DH.

4. MATERIALS, FIT-UP, AND WELDING SHALL BE TO THE SATISFACTION OF THE ATTENDING

SURVEYOR AND OWNER'S REPRESENTATIVE.

5. ALL WELDING, WELD SIZES, MATERIALS AND PROCEDURES SHALL COMPLY WITH APPLICABLE ABS

RULES.

6. STRUCTURAL ALIGNMENT IS TO BE IN ACCORDANCE WITH REF 5.

7. SKEG WEIGHT: 20,000 LB EACH.

1. GLOSTEN, GENERAL ARRANGEMENT AND INBOARD PROFILE, DRAWING NO. 22105.01-887-B215-01.

2. GLOSTEN, DECK AND BOTTOM STRUCTURE, 887-B307-01.

3. GLOSTEN, SIDE PLATING, 887-B307-02.

4. GLOSTEN, TRANSVERSE STRUCTURE, 887-B309-01.

5. IACS, SHIPBUILDING AND QUALITY STANDARD, REC. NO 47, REV. 10, 2021.

GENERAL NOTES REFERENCES REVISIONS

REVZONE DESCRIPTION DATE APPD

PLAN 1-5B

KEY PLAN

3/16"=1'-0"

SIDE SHELL

50'-0" OCL

BARGE DECK

18'-0" ABL

BARGE DECK

52535455

52535455

CREW BOARDING LADDER RUNG

TO BE INSTALLED ON STRUT

DETAILS TO BE DEVELOPED

BY SHIPYARD

ALIGNED WITH FR 52 + 32"

SEE SHT 3 FOR

SKEG AND

STRUT

CONSTRUCTION

DETAILS

BARGE DECK

18'-0" ABL

T +1 206.624.7850 GLOSTEN.COM

Sheet of RevisionDrawing NumberScale

DateApproved byChecked byDrawn by

12345678

12345678

D

C

B

A A

B

C

D

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'

REMOVABLE SKEG

CCA ALG BGL 2023/06/09

AS NOTED 887-B410-04 2 3 -

PROFILE 2-5C

1/2"=1'-0"

SECTION 2-2C

1/2"=1'-0"

PLAN 2-5A

1/2"=1'-0"

2-2C

2-2C

2-5C2-5C

SIDE SHELL

50'-0" OCL

10'-5 3/8"

Ø10"

6 5/8"

1'-4" (TYP)

9'-4"

1'-4" (TYP)

5/8" PLATE (TYP EXTERIOR PLATE)

2'-8 5/8"

18'-0"

2'-4"

5'-1"

CLOSURE PLATE WELDED

AFTER WELDOUT

3'-7", REF

5'-1", REF

4'-0"

ALL DIAPHRAGMS TO BE WELDED

CONTINUOUSLY ALL AROUND

DIRECTLY TO TOPSIDES IN WAY OF

FRAMES PRIOR TO INSTALLING

CLOSURE PLATE.

6" FROM SIDE,

PARALLEL TO HULL

10"

1'-0"

1'-4"

8'-0 1/2"

15.00°

1/2" PLATE (TYP INTERIOR DIAPHRAGM)

5/8" PLATE (TYP IWO STRUTS)

5/8" PLATE (TYP IWO STRUTS)

TOP AND BOTTOM PLATE

EXTENDS 1" PAST ALL

EDGES FOR WELDING (TYP)

LAP TOP PLATE ON

BARGE DECK PLATE

BACKING BARS

3" X 1/2" STEEL (TYP)

1/2" PLATE

(TYP STRUT INTERIOR)

5/8" PLATE

(TYP STRUT EXTERIOR)

7'-11 1/4" (TRUE LENGTH, SEE 3-7A)

7'-11 1/4", REF

KNUCKLE

2'-0" (TYP)

11"

BARGE SIDE

50'-0" OCL

BARGE DECK

18'-0" ABL

CLOSURE PLATE SHALL BE SLOT WELDED

3 1/4"

3 1/4"

WELDED D-RING WITH 17600 LB WLL

(MIN 4:1 DESIGN FACTOR)

USE SPREADER BAR

90° (TYP)

LADDER DETAILS TO BE

DEVELOPED BY SHIPYARD

TYP.

T +1 206.624.7850 GLOSTEN.COM

Sheet of RevisionDrawing NumberScale

DateApproved byChecked byDrawn by

12345678

12345678

D

C

B

A A

B

C

D

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'

REMOVABLE SKEG

CCA ALG BGL 2023/06/09

AS NOTED 887-B410-04 3 3 -

ALIGNED SECTION 3-7B

INTERNAL SCANTLINGS

3/4"=1'-0"

SECTION 3-7A

PLAN VIEW

3/4"=1'-0"

DETAIL 3-4B

SECTION VIEW

3/4"=1'-0"

3-2B3-2B

DETAIL 3-2B

LIFTING EYE DETAIL

3/8"=1'-0"

3-7A3-7A

3-4B

3-4B

3-7B

3-7B

SECTION 3-2C

STRUT INTERNAL STRUCTURE

3/4"=1'-0"

3-2C3-2C

DECK EDGE 50'-0" OCL

2023-06-15T14:12:14-0400
Andrew Girdler
PEStamp2:
PEStamp3:

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