887-B311-01_Longitudinal Structure_Rev(-)_signed.pdf

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

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Written by GovTribe AI ·

This document outlines the structural design of a floating barge pier and provides details on a related federal contract opportunity. The structural design drawing shows the longitudinal arrangement of the 328-foot by 100-foot by 18-foot barge pier, including framing plans, connection details, and general notes. The pier is being designed for an uninspected barge classification with ice-strengthened structure for operations in Winter Quarters Bay, Antarctica.

The related federal contract opportunity is solicitation number W912BU-23-B-0016 from the US Army Corps of Engineers Philadelphia District. The solicitation is for the construction of the floating pier barge as designed in the structural drawings to be deployed at McMurdo Station, Antarctica. Relevant details include the requirement to build the barge pier to the specifications in the provided structural design, the contracting agency, and the end customer and location of operations 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-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-B410-04_Removable Skeg_Rev(-)_signed.pdf PDF
887-B115-01_Weight Estimate Rev(-)_signed.pdf PDF
Show all 35

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MAIN DK

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LONGL BHD PL

16" PLFB6X1

2"

FB5X1

2" HEADER

FP

X3 X7 16

FP

X3 X7 16

FP

X3 X7 16

BASELINE

SEE 1-3 FOR

CUTOUT DETAIL

FP

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32" UPPER STRAKE

2" DH36 PL

43"

0.4L MIDBODY

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FP

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LONGL NT DIAPHRAGM

SIM 1-4C

95" LOWER STRAKE

2" PL

LONGL NT DIAPHRAGM

SIM 1-4C

16" PL LONGL NT DIAPHRAGM

L4X3X5

16" ON 16" CC UNO

FP

X3 X7 16

FP

X3 X7 16

051015202530354045505560

STANCHION (TYP)

10" SCH 160 (REF. 1) MAIN DK

W T

BH

D W

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DECK GIRDER

32X1

2" WEB W/ 12X1" FLG T (REF. 1)

BOTTOM GIRDER

48X3

4" WEB W/ 12X1" FLT T (REF. 1)

FP

X3 X7 16

FP

X3 X7 16

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BH

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FP

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BASELINE

4" DH36 INSERT PL

W/ FB5X1

2" HEADER 0.4L MIDBODY

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FP

X3 X7 16

FP

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R2" LIMBER HOLE (TYP)

8" PL LONGL NT DIAPHRAGM

L4X3X3

8" ON 16" CC UNO

SNIPE STIFFS AT DECK

SEE 1-5C

FB6X1

2"

(TYP)

2" PL BKT (TYP)

6"

W12X65 STANCHION

FR52 SIM

FB6X1

2" ALIGNED

WITH FLGFP12X3X7

16"

LONGL NT DIAPHRAGM

SIM FR52 - 62

R4'-1"

SNIPE FLG

SNIPE FLG

EXTEND FLG TO BOTTOM WEB FRAME

SNIPE BOTTOM GIRDER FACEPLATE

TAPER FLG TO HEADER

051015202530354045505560

MAIN DK

18'-0" ABL

DECK TRANSVERSE (TYP)

FP24X7X1

2" (REF. 1)

BOTTOM WEB FRAME (TYP)

FP24X4X3

8" (REF. 1)

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DDECK FRAME (TYP)

L6X4X3

8" (REF. 1)

BOTTOM FRAME (TYP)

FB8X5

8" (REF. 1)

END RAKE ICE

STRINGER (TYP)

FP37X15X1" (REF. 1)

HEADLOG FRAME

FB51

2X1" (REF. 3)

END RAKE ICE FRAME (TYP)

FB91

2X1" (REF. 1)

BASELINE

2" TB (TYP)

1" TB (TYP)

8" TB (TYP)

25 3/4"

0.4L MIDBODY

13X13X1" INTEGRAL BKT (TYP)

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BH

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8" SOLID FLOOR (TYP ON CL AND 16' OCL P/S)

SEE REF. 3

DECK LONGL THRU BKT

(TYP WT BHDS)

19X13X1

2" BKT BOTTOM LONGL THROUGH

BKT (TYP WT BHDS)

15X11X1

2" BKT

NT BHD BKT (TYP)

8X8X1

2" BKT

30° (TYP)

FP16X3X1

2" (REF. 1)

051015202530354045505560

T +1 206.624.7850 GLOSTEN.COM

Sheet of RevisionDrawing NumberScale

DateApproved byChecked byDrawn by

12345678

12345678

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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'

LONGITUDINAL STRUCTURE

CJH ALG BGL 2023/06/09

AS NOTED 887-B311-01 1 2 -

1. THE INTENT OF THIS DRAWING IS TO SHOW THE LONGITUDINAL STRUCTURE ARRANGEMENT OF

THE BARGE PIER FOR MCMURDO STATION.

2. THE BARGE IS TO BE UNINSPECTED.

3. THE BARGE WILL BE CLASSED FOR ABS NOTATIONS ✠A1, DECK CARGO BARGE AND A -29°C

DESIGN AIR TEMPERATURE.

4. ICE BELT STRUCTURE IS DESIGNED TO ICE CLASS PC4 REQUIREMENTS FOR MOORING AT WINTER

QUARTERS BAY. STRUCTURE IN THE HEAD LOG THROUGH THE FORWARD TOPSIDES RADIUS IS

DESIGNED TO ICE CLASS PC6 REQUIREMENTS FOR TRANSIT TO WINTER QUARTERS BAY. SEE

BASIS OF DESIGN (REF. 6).

5. TYPICAL WEB FRAME AND DECK TRANSVERSE FRAME SPACING IS 64" UNO. TYPICAL SHELL

FRAME, DECK BEAM, AND BULKHEAD STIFFENER SPACING IS 16" UNO.

6. ALL SHELL AND DECK PLATING IS TO BE ABS GRADE EH UNO.

7. ALL INTERNAL STRUCTURE IS TO BE ABS GRADE AH UNO.

8. ALL LONGITUDINAL STRUCTURE SHALL BE CONTINUOUS THROUGH THE REGION 0.4L AMIDSHIPS.

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

SURVEYOR AND OWNER'S REPRESENTATIVE.

10. STRUCTURAL ALIGNMENT IS TO BE IN ACCORDANCE WITH REFERENCE 5.

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

RULES.

12. FOR ALL BUTT WELDED JOINTS OF PLATES WITH A THICKNESS DIFFERENCE EXCEEDING 1/8", THE

THICKER PLATE SHALL BE TAPERED 3:1.

13. WELDING SHALL BE DOUBLE CONTINUOUS IN ICE STRENGTHENED AREAS AND AREAS EXPOSED

TO WEATHER.

14. THE BUILDER SHALL NOT REDUCE SCANTLINGS.

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

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

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

4. GLOSTEN, 887-B105-01, LINES PLAN.

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

6. GLOSTEN, 887-B003-01, BASIS OF DESIGN.

GENERAL NOTES

REFERENCES REVISIONS

REVZONE DESCRIPTION DATE APPD

ELEVATION 1-4B

CENTERLINE PROFILE LKG STBD

TYP FOR LONGL FRAMES

3/32"=1'-0"

ELEVATION 1-4C

8'-0" OCL LONGL GIRDER

STBD SIDE SHOWN, PORT SIM & OPP

3/32"=1'-0"

ELEVATION 1-4D

22'-8" OCL NON-TIGHT BULKHEAD

STBD SIDE SHOWN, PORT SIM & OPP

3/32"=1'-0"

2" PL INSERT

ELEVATION 1-5C

LONGITUDINAL DIAPHRAGM ACCESS HOLE DETAIL

1/4"=1'-0"

ELEVATION 1-3C

LONGITUDINAL BHD ACCESS HOLE DETAIL

1/4"=1'-0"

26"X32" CUTOUT (TYP)

26"X32" CUTOUT W/

FB4X1" FACE PLATE

CENTER ON HALF

FRAMES (TYP)

R2" LIMBER HOLE (TYP)

3"

3"

3"

2" MIN

0.4L MIDBODY

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SIDE RAKE ICE

STRINGER (TYP)

FP37X15X1" (REF. 1)

SIDE ICE FRAMES (TYP)

FB101

2X1" (REF. 1)

DECK TRANSVERSE (TYP)

FP24X7X1

2" (REF. 1)

END RAKE ICE

FRAME (TYP)

FB91

2X1" (REF. 1)

END RAKE ICE STRINGER (TYP)

FP37X15X1" (REF. 1)

BASELINE

R10"

SEE 2-6ASEE 2-5A

SEE 2-4A

60°

051015202530354045505560

MAIN DK

SIDE ICE STRINGER (TYP)

SEE REF. 1

N T

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W T

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W T

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N T

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SIDE ICE FRAMES (TYP)

SEE REF. 1

BASELINE

OUTBD DECK GIRDER (TYP)

SEE REF. 1

0.4L MIDBODY

MAIN DK

BASELINE

W T

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NT DIAPHRAGM SEE 2-8A

N T

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SEE 2-3A

NT DIAPHRAGM SIM 2-8A

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MAIN DK

BASELINE

0.4L MIDBODY

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SIDE ICE STRINGER (TYP)

SEE REF. 1

SIDE ICE FRAMES (TYP)

SEE REF. 1INSERT PLT, HEADER SIM 2-8A

NT DIAPHRAGM SIM 2-8A

SEE 2-6ASEE 2-5A SEE 2-4A

NT DIAPHRAGM SIM 2-8A

051015202530354045505560

LONGL NT DIAPHRAGM

8" PL (TYP)

4" INSERT PL

W/ L6X4X5

16" HEADER

N T

BH

D

NT DIAPHRAGM

FRAMING SIM 1-4C

ACCESS HOLE

SIM 1-5C

2'-11"

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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'

LONGITUDINAL STRUCTURE

CJH ALG BGL 2023/06/09

AS NOTED 887-B311-01 2 2 -

ELEVATION 2-4B

29'-4" LONGITUDINAL ICE STRINGER

3/32"=1'-0"

ELEVATION 2-4C

36'-0" LONGITUDINAL ICE STRINGER

3/32"=1'-0"

ELEVATION 2-4D

42'-8" LONGITUDINAL ICE STRINGER

3/32"=1'-0"

ELEVATION 2-8A

36'-0" LONGITUDINAL ICE STRINGER

END RAKE DETAIL

STERN SHOWN, BOW SIM & OPP

1/4"=1'-0"

ELEVATION 2-6A

TYP WT BHD CONNECTION DETAIL

AT 42'-8" ICE STRINGER

29'-4" ICE STRINGER SIM

1/4"=1'-0"

ELEVATION 2-5A

TYP NT BHD CONNECTION DETAIL

AT 42'-8" ICE STRINGER

29'-4" ICE STRINGER SIM

1/4"=1'-0"

ELEVATION 2-4A

FR7 WT BHD CONNECTION DETAIL

AT 42'-8" ICE STRINGER

29'-4" ICE STRINGER SIM, FR4 SIM

1/4"=1'-0"

ELEVATION 2-3A

WT AND NT BHD CONNECTION

DETAIL AT 36'-0" ICE STRINGER

1/4"=1'-0"

2" MIN (TYP)

19X13X1

2" THRU BKT

12X12X1

2" BKT (TYP)

11X13X1

2" NON-THRU BKT

L8X6X1

2" (TYP)

16"

3'-9"

FB6X3

4" (TYP)

4" PL (TYP)

2023-06-14T17:34:07-0400
Andrew Girdler

PEStamp2:

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