887-B410-01_Fendering_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 drawing package details the fendering system requirements for a 328-foot by 100-foot by 18-foot floating barge pier to be constructed for McMurdo Station, Antarctica. The drawings specify that the fender system must be suitable for low-temperature service and have an rated energy absorption of 252 kip-ft and reaction force of 154 kip. The system shall include 900mm cone fenders, steel panels with UHMW pads, and associated fittings and mounting structures. The fender cones and panels will be installed seasonally with removal during the austral winter. All welding and materials must meet ABS rules. The U.S. Army Corps of Engineers Engineering District Philadelphia has issued a solicitation for the floating pier barge under solicitation number W912BU-23-B-0016 with an unspecified response date.

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W912BU-23-B-0016 Amendment 5.pdf PDF
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W912BU-23-B-0016 Amendment 3.pdf PDF
W912BU-23-B-0016 Amendment 2.pdf PDF
W912BU-23-B-0016 Amendment 1.pdf PDF
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887-B215-01_General Arrangement and Inboard Profile_Rev(-)_signed (1).pdf PDF
887-B660-03_Ballast Plan_Rev(-)_signed.pdf PDF
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051015202530354045505560 051015202530354045505560

FENDER SYSTEM, 7 PLACES

SEE DETAIL 2-7C

FR

FR

FR

FR

FR

FR

FR

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'

FENDERING

CCA SDW SDW 2023/06/09

AS NOTED 887-B410-01 1 3 -

1. THE INTENT OF THIS DRAWING IS TO SHOW FENDERING DETAILS OF THE BARGE PIER FOR

MCMURDO STATION.

2. FENDER SYSTEM SHALL BE SUITABLE FOR LOW TEMPERATURE SERVICE.

3. FENDER SYSTEM (CONE + PAD) TO HAVE RATED ENERGY OF 252 KIP-FT AND RATED REACTION

FORCE OF 154 KIP (SEE REF 5).

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

SURVEYOR AND OWNER'S REPRESENTATIVE.

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

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

RULES.

7. FENDER CONES AND PANELS TO BE INSTALLED AT MCMURDO STATION.

8. FENDER PANELS TO BE REMOVED DURING AUSTRAL WINTER SEASON.

9. FENDER INSTALLATION TO CONFORM WITH VENDOR REQUIREMENTS.

10. ALL WELDS TO BE DOUBLE CONTINUOUS UNO.

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

11.1. MINIMUM WELD LEG DC: W = 0.5*TMIN + 116".

11.2. MINIMUM WELD LEG SC: W = TMIN - 116".

1. GLOSTEN, 887-B215-01, GENERAL ARRANGEMENT & INBOARD PROFILE.

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

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

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

5. GLOSTEN, 887-B225-01, PERMANENT MOORING PLAN.

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

GENERAL NOTES

REFERENCES REVISIONS

REVZONE DESCRIPTION DATE APPD

PLAN 1-5B

KEY PLAN

3/32"=1'-0"

10'-0"

1'-0" [NOMINAL]

8' UIWL

MAIN DECK

18'-0" ABL

DETAILS TO BE DEVELOPED BY YARD

TO SUIT FINAL FENDER SELECTION

ALIGNED WITH MAIN DECK

3'-8 9/16" [REF]

8'-0"

900 MM

CONE FENDER,

VENDOR

PROVIDED

ALIGNED WITH FRAMES (TYP)

CHAIN AND

FITTINGS,

VENDOR

PROVIDED

STEEL PANEL

WITH UHMW PAD,

VENDOR

PROVIDED

7"

PEDESTAL

BHD

PADEYES

ALIGNED WITH

TOPSIDE FRAMES

MAIN DECK

18'-0" ABL

2'-10"

BHD

PEDESTAL CENTER

ALIGNED ON BHD

BOLT CIRCLE Ø3'-11 13/16"

[REF]

Ø1 1/2" FOR M36 BOLT (TYP) [REF]

PEDESTAL OD 3'-6"

ROLLED 12" DH36 PL

FLANGE

1" EH36 PL

4'-6" OD

2'-6" ID

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'

FENDERING

CCA SDW SDW 2023/06/09

AS NOTED 887-B410-01 2 3 -

PLAN 2-7C

TYPICAL FENDER SYSTEM

LKG DOWN FROM MAIN DECK

3/4"=1'-0"

SECTION 2-4A

TYPICAL FENDER BACKING STRUCTURE

LKG AFT FROM BHD

3/4"=1'-0"

2-7A2-7A

ELEVATION 2-7A

TYPICAL FENDER BACKING STRUCTURE

LKG INBD FROM PEDESTAL

3/4"=1'-0"

2-4A

2-4A

BARGE SIDE

50'-0" OCL

FR 4

FR 13

FR 22

FR 21

FR 40

FR 49

FR 58

3-6C

3-6C

2X 3 3/8" 4X 1'-7 3/16"

12° (TYP)

FB 41

2X1"

EH36

(TYP)

7" (TYP)

PEDESTAL

BACKING RING

3'-6" OD

1/2" DH36 PL

PEDESTAL CL

2" BRACKET

(TYP)

2" BRACKET

(TYP)

4 1/2" (TYP)

BHD

4 1/2"

BRACKET

2" DH36 PL

(TYP) ICE FRAMES (TYP)

6X6" BRACKET

1" EH36 PL

CANTED TO ALIGN WITH BHD HEADER

BHD HEADER

BHD

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'

FENDERING

CCA SDW SDW 2023/06/09

AS NOTED 887-B410-01 3 3 -

PLAN 3-6B

TYPICAL PEDESTAL BACKING STRUCTURE

UPPER SHOWN, LOWER SIM

LKG FROM ABOVE

1"=1'-0"

ELEVATION 3-6C

TYPICAL PEDESTAL BACKING STRUCTURE

LKG OUTBD

1"=1'-0"

3-3B3-3B

3-6B3-6B

PLAN 3-3B

TYPICAL PEDESTAL BACKING STRUCTURE

FR 4, 13, 22, & 21 SHOWN

FR 40, 49, & 58 SIM & OPP

LKG DOWN FROM BHD HEADER

1"=1'-0"

BARGE SIDE

50'-0" OCL

SIM 3-6BSIM 3-6B

FR 4

FR 13

FR 22

FR 21

FR 40

FR 49

FR 58

BARGE SIDE

50'-0" OCL

2023-06-15T17:54:55-0400
Stephen White
PEStamp2:
PEStamp3:

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