887-B330-01_Shore Bridge Support_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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This document package includes engineering drawings and specifications for a floating pier barge for McMurdo Station, Antarctica. The drawings show plans, elevations and sections for the shore bridge support structure that will attach the barge to land. Key details include dimensions and materials for the corbel structures, web frames and stiffeners. The related federal contract opportunity is a solicitation from the U.S. Army Corps of Engineers seeking offers for the floating pier barge in accordance with the specifications provided. Offerors should reference W912BU-23-B-0016 for full bidding details including the response deadline and anticipated award date.

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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-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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42'-8" OCL

36'-0" OCL

NT BHD

22'-8" OCL

8'-0" OCL

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051015202530354045505560

REFERENCE LINE

CORBEL

CENTERED FRAME 13

SEE PLAN 2-5A

CORBEL

CENTERED FRAME 49

SIM & OPP PLAN 2-5A

'-0

" O C

L

PLAN 1-5A

BARGE DECK WITH BRIDGE CORBELS

1/16"=1'-0"

T +1 206.624.7850 GLOSTEN.COM

Sheet of RevisionDrawing NumberScale

DateApproved byChecked byDrawn by

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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

COMPONENT (I.E. FLOATING BARGE PIER 328' X 100' X 18')

SHORE BRIDGE SUPPORT

IBS ALG SDW 2023/06/15

AS NOTED 887-B330-01 1 5 -

1. THE INTENT OF THIS DRAWING IS TO SHOW THE SHORE BRIDGE SUPPORT ATTACHMENT TO THE BARGE.

2. ALL SHORE BRIDE SUPPORT MATERIAL IS TO BE ABS GRADE EH UNO.

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

OWNER'S REPRESENTATIVE.

4. ALL WELDING, MATERIALS, AND PROCEDURES SHALL COMPLY WITH APPLICABLE ABS RULES.

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

PLATE SHALL BE TAPERED 3:1.

6. STRUCTURAL ALIGNMENT IS TO BE IN ACCORDANCE WITH REFERENCE 4.

7. ALL WELDS SHALL BE DOUBLE CONTINUOUS UNO.

8. WELD SIZING EXCEPT REINFORCING FILLETS SHALL BE AS FOLLOWS:

8.1. MINIMUM WELD LEG DC: W = 0.5*TMIN+1/16".

8.2. MINIMUM WELD LEG SC: W = TMIN - 1/16".

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

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

3. MOFFATT & NICHOL DWG NO. 887-B365-01, BARGE LANDING DETAILS.

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

GENERAL NOTES

REFERENCES

REVISIONS

ALL

REVZONE DESCRIPTION DATE APPD

06/15/23 SDW1. INITIAL RELEASE

SHEET LIST

1 KEY PLAN

2 PLAN

3 PLANS

4 ELEVATION

5 SECTIONS

SIDE

1/2" PL

1/ 2"

P L

1/ 2"

P L

3 1/2" 3"

SIDE

1/2" PL

1/2" PL1/2" PL

C U

T

PL

AT

E

3x 1 2"

C U

T

PL

AT

E

6x 1 2"

C U

T

PL

AT

E

6x 1 2"

C U

T

PL

AT

E

6x 1 2"

C U

T

PL

AT

E

6x 1 2"

C U

T

PL

AT

E

3x 1 2"

LOCATION

TEMPORARY

ACCESS

24"x16" OVAL

6' -0

/2

4 7/16"

BARGE

REF 1,2

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LOCATION

TEMPORARY

ACCESS

24"x16" OVAL

W

EB

F R

W

EB

F R

W

EB

F R

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

COMPONENT (I.E. FLOATING BARGE PIER 328' X 100' X 18')

SHORE BRIDGE SUPPORT

IBS ALG SDW 2023/06/15

AS NOTED 887-B330-01 2 5 -

PLAN 2-5A

CORBEL STRUCTURE

17'-8 1/2" ABL

LKG DN

3/4"=1'-0"

13141516 12 11 10

5-3C

5-3C

5-6C

5-6C

5-6C

5-6C

SIM SIM

SIM

SIM

5-3C

5-3C

5-6C

5-6C

SIM

SIM

5-6C

5-6C

SIM

SIM

FB

4x

3/ 4"

FB4x3/4"

(TYP)

1" PL

SIDE

1/2" PL

SIDE

1/2" PL

1'-4", TYP

DO

BARGE

REF 1,2

1' -1

0"

2' -9

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E

W

EB

/2

" P L

FL

G

. 3 "x

1 2"

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D O

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4x

3/ 4"D

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/2

" P L

3" 3"

TUBE

17" OD

2" WALL

BRKT BRKT

SIDE

1/2" PL

1/2" PL 1/2" PL

1/2" PL

3"

3"

8"

TYP

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INTERCOSTAL

FB4x1"

(TYP)

6"

6"

6"

R3"

(TYP)

W

EB

F R

W

EB

F R

W

EB

F R

R3"

(TYP)

TE

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W

EB

/2

" P L

FL

G

. 3 "x

1 2"

TE

E

W

EB

/2

" P L

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. 3 "x

1 2"

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E

W

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/2

" P L

FL

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. 3 "x

1 2"

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/2

" P L

FL

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. 3 "x

1 2"

TE

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W

EB

/2

" P L

FL

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. 3 "x

1 2"

6" 6"

6"

SIDE

1/2" PL

SIDE

1/2" PL

BARGE

REF 1,2

W

EB

/2

" P L

W

EB

/2

" P L

D O

D O

D O

D O

D O

D O

D O

D O

D O

D O W

EB

/2 " P

L W

EB

/2 " P

L

D O

1/ 2"

P L

1/ 2"

P L

3" 3"

SIDE

1/2" PL

1/2" PL 1/2" PL

1/2" PL1/2" PL

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INTERCOSTAL

FB4x1"

(TYP)

C U

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PL

AT

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3x 1 2"

C U

T

PL

AT

E

6x 1 2"

C U

T

PL

AT

E

6x 1 2"

C U

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PL

AT

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6x 1 2"

C U

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PL

AT

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6x 1 2"

C U

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PL

AT

E

3x 1 2"3" 3"

W

EB

F R

W

EB

F R

W

EB

F R

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

COMPONENT (I.E. FLOATING BARGE PIER 328' X 100' X 18')

SHORE BRIDGE SUPPORT

IBS ALG SDW 2023/06/15

AS NOTED 887-B330-01 3 5 -

PLAN 3-5A

CORBEL STRUCTURE

14'-10 3/4" ABL

LKG DN

3/4"=1'-0"

5-5A

5-5A

4-5B4-5B

13141516 12 11 10

PLAN 3-5C

CORBEL DECK STRUCTURE

13'-5 3/4" ABL

LKG DN

3/4"=1'-0"

13141516 12 11 10

1/2" PL,

TYP

BOTTOM

1/2" PL

(TYP)

BRKT

2" PL

( TYP)

3"

1' -4

/2

BARGE MAIN DECK

BARGE BOTTOM

BRIDGE

REF 3

3"

10111213141516

STIFF

STIFFSTIFF

STIFF

STIFF STIFF DIAGONAL SHELL

1/2" PL

DIAGONAL SHELL

1/2" PL

17'-8 1/2" ABL

13'-5 3/4" ABL

4' -3

/2

LOCATION

TEMPORARY

ACCESS

24"x16" OVAL

LOCATION

TEMPORARY

ACCESS

24"x16" OVAL

1' -4

/2

1' -5

/2

1' -5

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

COMPONENT (I.E. FLOATING BARGE PIER 328' X 100' X 18')

SHORE BRIDGE SUPPORT

IBS ALG SDW 2023/06/15

AS NOTED 887-B330-01 4 5 -

ELEVATION 4-5B

CORBEL INTERNAL STRUCTURE

52'-9 1/2" OCL STBD

LKG INBD

3/4"=1'-0"

3-5A3-5A

2-5A2-5A

3-5C3-5C

3-5A3-5A

SIMSIM

WEB

1/2" PL W/

TEE FB3x1 2"

CNTRD

≈6 3/4"

BARGE

REF 1,2 BRIDGE

REF 3

TEE

BOTTOM ONLY

INSTALL BOTTOM PLATE LAST

SLOT WELD SC ALL AROUND TO TEE

INTERCOSTAL

BRKT

1" PL

1" PL

10 1/2"

13'-5 3/4" ABL

14'-10 3/4" ABL

5/16 5/16

1' -5

MAIN DECK

≈6 3/4"

BARGE

REF 1,2

INTERCOSTAL

BRKT

1" PL

1" PL

10 1/2"

13'-5 3/4" ABL

4' -3

/2

TYP.

R3"

(TYP)

R2"

(TYP)

17'-8 1/2" ABL

2" PL

2" PL

MAIN DECK

BARGE

REF 1,2

INTERCOSTAL

BRKT

1" PL

1" PL

10 1/2"

≈6 3/4"

TYP.

R1"

(TYP)

R3"

(TYP)

17'-8 1/2" ABL

2" PL

2" PL

MAIN DECK

13'-5 3/4" ABL

4' -3

/2

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

COMPONENT (I.E. FLOATING BARGE PIER 328' X 100' X 18')

SHORE BRIDGE SUPPORT

IBS ALG SDW 2023/06/15

AS NOTED 887-B330-01 5 5 -

ELEVATION 5-5A

TYPICAL CORBEL TRANSVERSE WEB FRAME

LOOKING FORWARD

3/4"=1'-0"

ELEVATION 5-6C

STIFFENER DETAILS

FR10 1/2

FR 10 3/4, 15 1/4, 15 1/2 SIM

3/4"=1'-0"

ELEVATION 5-3C

STIFFENER DETAILS

FR10 1/4

FR 15 3/4 SIM

3/4"=1'-0"

2023-06-15T14:21:38-0400
Andrew Girdler
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File details come from the government source that posted it. Updated .