887-B412-01_Barge Permanent Mooring Interface Details_Rev(-)_signed.pdf
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- Solicitation number
- W912BU-23-B-0016
About this file
This package contains engineering drawings and details for a floating barge pier to be constructed for McMurdo Station in Antarctica under solicitation W912BU-23-B-0016 issued by the Department of the Army Corps of Engineers Engineering District Philadelphia. The drawings show design requirements and specifications for the 328-foot by 100-foot by 18-foot barge, including permanent mooring interface details, foundation dimensions and tolerances, material types and welding requirements, and general structural notes. Dimensions and references are provided for pin locations and alignments, plate sizes, tube and gusset construction, and other structural elements.
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Text version
051015202530354045505560
64'-0" (CRITICAL)
SEE REF 5 FOR TOLERANCE
192'-0" (CRITICAL)
SEE REF 5 FOR TOLERANCE
256'-0" (CRITICAL)
SEE REF 5 FOR TOLERANCE
AL
IG
N T
O F
R
AL
IG
N F
R
B H
D T
O P
IN
AL
IG
N F
R
B H
D T
O P
IN
AL
IG
N F
R
B H
D T
O P
IN
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'
BARGE PERMANENT MOORING INTERFACE DETAILS
CCA ALG BGL 2023/06/09
AS NOTED 887-B412-01 1 2 -
1. THE INTENT OF THIS DRAWING IS TO SHOW THE DETAILS OF THE PERMANENT MOORING
INTERFACE FOR THE BARGE PIER FOR MCMURDO STATION.
2. ALL WELDING, MATERIALS AND PROCEDURES SHALL COMPLY WITH APPLICABLE ABS RULES.
3. BORE SLEEVES AFTER ALL WELDING IS COMPLETED TO AVOID DISTORTION. SEE REF. 5.
4. LUBRICATE ALL PINS WITH NIGL GRADE 2 LOW TEMPERATURE GREASE THAT FLOWS TO -65F.
5. COAT ALL STEEL, EXCEPT PINS, WITH INTERZONE 954, COLOR TO MATCH THE BARGE.
6. THE CONTRACTOR SHALL SURVEY FINAL CENTERLINE OF ALL PIN LOCATIONS IN THE GLOBAL
BARGE COORDINATE SYSTEM AND PROVIDE AS-BUILT DIMENSIONS TO THE OWNER.
7. MATERIALS, FIT-UP AND WELDING SHALL BE TO THE SATISFACTION OF THE ATTENDING
SURVEYOR AND OWNER'S REPRESENTATIVE.
8. STRUCTURAL ALIGNMENT IS TO BE IN ACCORDANCE WITH REFERENCE 6.
9. ALL WELDS SHALL BE DOUBLE CONTINUOUS UNO.
10. WELD SIZING EXCEPT REINFORCING FILLETS SHALL BE AS FOLLOWS:
10.1. MINIMUM WELD LEG DC: W = 0.5*TMIN+1/16".
10.2. MINIMUM WELD LEG SC: W = TMIN - 1/16".
1. GLOSTEN, 887-B215-01, GENERAL ARRANGEMENT AND 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. MOFFAT & NICHOL, 887-B354-28, STRUT DETAILS.
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"
2-7C
MAIN DECK
1'-1 1/4"
3'-0 3/4"
4'-1 1/2"
1'-0 3/4" (TYP)
PIN CL PERPENDICULAR TO BL
SEE REF 5 FOR TOLERANCE
GUSSET
1" PL, TYP
R11"
1 3/4" (TYP)
4" (TYP)
2'-0", REF
1" PLATE (TYP)
CENTER ON MOLDED LINE
5", REF
2'-8", REF1'-3", REF
8" (REF)
1"
SLOT ICE FRAME,
SHELL, AND BHD
DIMENSIONS TYP FOR
FOUNDATIONS AT FRAMES 19
AND 55. REVERSE FWD AND
AFT FOR FOUNDATIONS AT
FRAMES 7 AND 43.
SHELL PLATE
1'-7" 2'-11"
1'-0 1/4"
3 3/4"
R11"
DIMENSIONS TYP FOR FR19, FR55
FOUNDATIONS. REVERSE FWD AND
AFT FOR FR7, FR43 FOUNDATIONS.
3:1 TAPER
TO 3/4"
DECK PLATE
1" (REF)
2" CHEEK PL
18" OD
10" (REF)
ALIGN ALL PIN
CENTERLINES (CRITICAL)
R6" (TYP)
MAIN DECK
BHD CONSTRUCTION IWO
GUSSETS SEE REF 4
PIN CL PARALLEL TO CL
SEE REF 5 FOR TOLERANCE
SLOT ICE FRAME,
SHELL, AND BHD
CHEEK PL
TUBE
GUSSET
PL
CJP
CJP
10"
TUBE OD
LINE BORE TUBE
SEE GENERAL NOTES
SEE REF. 5 FOR TOLERANCE
6.03"GRIND FLUSH
GRIND FLUSH
CJP
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'
BARGE PERMANENT MOORING INTERFACE DETAILS
CCA ALG BGL 2023/06/09
AS NOTED 887-B412-01 2 2 -
PLAN 2-7C
UPPER GUSSET
VIEW FROM DECK
1"=1'-0"
SECTION 2-4A
LKG AFT
1"=1'-0"
PROFILE 2-7A
LKG INBD
1"=1'-0"
2-4A
2-4A
2-7A2-7A
2-4C2-4C
PLAN 2-4C
GUSSETS
SIMILAR 2 PLACES
1"=1'-0"
PLAN 2-2C
BOTTOM GUSSET
1"=1'-0"
2-2C2-2C
SECTION 2-2A
PIN DETAILS
LKG AFT
1"=1'-0"
5'-8"
(DIM A)
10 7/8" (DIM D)
6", TYP (DIM C)
SEE REF 5
SEE REF 5, PIN 3,
ASSEMBLY 4
UHMW 1" X 12" O.D. X 6-1/4"
I.D., SEE REF. 5
HEAVY HEX CASTLE NUT W/ COTTER
PINS AND WASHERS
SEE REF. 5
PIN DETAIL 2-2A
PIN DETAIL 2-2A
HEAVY HEX CASTLE NUT AND WASHER
SEE REF. 5
3'-10" (DIM B)
(REF, SEE REF. 5)
2-5B2-5B
SECTION 2-5B
TYP GUSSET CONSTRUCTION DETAIL
PIN CL LKG INBD
WELDS SYMMETRIC ABT PIN CL
1-1/2"=1'-0"
| 2023-06-15T13:48:32-0400 | |
| Andrew Girdler |
PEStamp2:
File details come from the government source that posted it. Updated .