887-B307-01_Deck and Bottom Structure_Rev(-)_signed.pdf
PDF 2 MB Posted
- Solicitation number
- W912BU-23-B-0016
About this file
This drawing package provides technical specifications for the construction of a 328-foot by 100-foot by 18-foot floating barge pier to be located in McMurdo Station, Antarctica. The pier will feature a main deck rated for 2,500 pounds per square foot uniform load with space to accommodate vehicles including trucks equivalent to MLC-60 and a Link-Belt TCC-1400 or RTC-80130 crawler crane with track orientation restrictions. The barge structure is designed for ice class PC4 requirements with a strengthened ice belt extending from the bow through the forward topsides radius designed to PC6 standards. Materials, welding and fabrication must meet ABS rules for an uninspected barge classed for deck cargo and an air temperature of -29°C. Longitudinal structure is to be continuous through the midbody region 0.4L amidships.
The related federal contract opportunity is solicitation number W912BU-23-B-0016 from the Department of the Army Corps of Engineers Engineering District in Philadelphia for the construction of this floating pier barge in McMurdo Station, Antarctica.
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Text version
N T
BH
D
W T
BH
D
W T
BH
D
N T
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D
W T
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D
W T
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D
W T
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D
W T
BH
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SE
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EF
. 1 (T
YP
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IN
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. 1 (T
YP
N T
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IN
G
N T
W
IN
G
42'-8"
OCL
2'-8" (TYP)
24" (TYP)
36'-0"
OCL
NT BHD
22'-8"
OCL
8'-0"
OCL
D
EC
K
BE
AM
S
L6 X4
X3 8"
BRIDGE CORBEL (TYP)
SEE REF 3
505560
0.4L MIDBODY
CUTOUT FOR 30X24"
ACCESS HATCH (TYP)
N T
W
IN
G
DECK GIRDER (TYP)
32X1
2" WEB W/ 12X1" FLG T
D
EC
K
TR
AN
SV
ER
SE
(T
YP
FP
X7
X1 2"
STANCHION (TYP)
10" SCH 160
DECK PLATING
4" PL
DECK TRANSVERSE
FR 1 & FR 61
FP16X3X1
2"
DECK TRANSVERSE
FR 2 & FR 62 OUTBD OF 36' OCL BHD
FP16X3X1
2"
STANCHION (5 PLACES)
FR 61 & FR 1
4" SCH 160
CLIPS ON 16" CENTERS (TYP)
SEE REF 1
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'
DECK AND BOTTOM STRUCTURE
AK ALG BGL 2023/06/09
AS NOTED 887-B307-01 1 3 -
1. THE INTENT OF THIS DRAWING IS TO SHOW THE ARRANGEMENT OF THE DECK AND BOTTOM
STRUCTURE FOR THE MCMURDO STATION BARGE PIER.
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 5).
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 EH36 UNO.
7. ALL INTERNAL STRUCTURE IS TO BE ABS GRADE AH36 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.
5. THE MAIN DECK IS RATED FOR A UNIFORM LOAD OF 2500 PSF (FOR CARGO WEIGHT LESS THAN
THE ALLOWABLE DEADWEIGHT).
6. THE BARGE IS DESIGNED TO ACCOMMODATE VEHICLES ON DECK INCLUDING MLC-60-EQUIVALENT
TRUCKS AND THE LINK-BELT TCC-1400 OR RTC-80130 WITH THE FOLLOWING RESTRICTIONS:
6.1. MATS ARE REQUIRED FOR OUTRIGGERS.
6.2. CRANE USE IS UNRESTRICTED FOR ALL DIRECTIONS IF THE CRANE TRACKS RUN FORE/AFT
AND UNRESTRICTED OPERATING OVER THE SIDE IF THE CRANE TRACKS RUN ATHWARTSHIPS.
1. GLOSTEN, 887-B309-01, TRANSVERSE STRUCTURE.
2. GLOSTEN, 887-B311-01, LONGITUDINAL STRUCTURE.
3. GLOSTEN, 887-B105-01, LINES PLAN.
4. IACS, SHIPBUILDING AND QUALITY REPAIR STANDARD, REC. NO 47, REV. 10, 2021.
5. GLOSTEN, 887-B003-01, ABS DESIGN METHODOLOGY.
GENERAL NOTES
REFERENCES REVISIONS
REVZONE DESCRIPTION DATE APPD
PLAN 1-5B
MAIN DECK STRUCTURE
3/32"=1'-0"
SIDE RAKE ICE STRINGERS
FP37X15X1"
SIDE RAKE ICE FRAMES
FB10.5X1"
WT BHD (TYP)
SEE REF 1
NT BHD (TYP)
SEE REF 1
42'-8"
OCL
36'-0"
OCL
NT BHD
22'-8"
OCL
8'-0"
OCL
ICE BELT PLATING
1-14" PL
BO
TT
O M
F R
AM
ES
FB
8X
8"
(T
YP
BOTTOM PLATING
1" DH36 PL
BOTTOM GIRDER
48X3
4" WEB W/ 12X1" T (P/S)
BO
TT
O M
W
EB
F R
AM
E
FP
X4 X3
8" (T
YP
MIDBODY BOTTOM
REGION
BOW REGION (PC4)
1'-6 5/8"
505560
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'
DECK AND BOTTOM STRUCTURE
AK ALG BGL 2023/06/09
AS NOTED 887-B307-01 2 3 -
PLAN 2-5A
BOTTOM STRUCTURE ZONES LKG UP
PORT SIDE SHOWN, STBD SIDE SIMILAR
3/32"=1'-0"
PLAN 2-5C
BOTTOM STRUCTURE LKG UP
STBD SIDE SHOWN, PORT SIDE SIMILAR
3/32"=1'-0"
BOW-INTERMEDIATE BOTTOM REGION (TYP)
SEE PLAN 3-5A FOR FORE/AFT FRAMING SEE PLAN 3-5A FOR FORE/AFT FRAMING
DO
DO
FB10X1"
DO
DO
DO
FB10X1"
DO
DO
FB
.5 X1
FB
.5 X1
FB
.5 X1
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
FB10.5X1" FB8X3
4"
DO
FB8X3
4"
FB8X3
4"
FB8X3
4"
DO
DO
DO
DO
DO
DO
DO
DO
DO
DO
FB
.5 X1
D O
D O
D O
D O
D O
D O
D O
FB
.5 X1
FB
.5 X1
D O
D O
D O
D O
D O
FB9.5X1"
FB9.5X1"
DO
DO
DO
DO
DO
FB9.5X1"
FB9.5X1"
DO
DO
DO
DO
DO
DO
DO
DO
FB9.5X1"
FB9.5X1"
DO
DO
DO
DO
DO
DO
DO
D O
RADIUS TANGENT
RADIUS TANGENT
SEE SHT 2
NT BHD
NT BHD
W T
BH
D
N T
BH
D
N T
BH
D
DO
DO
DO
FB10X1"
FB
.5 X1
D O
D O
D O
D O
D O
D O
D O
D O
D O
DO
FB
.5 X1
FB10X1"
FB
.5 X1
FB
.5 X1
FB
.5 X1
D O
D O
D O
D O
D O
N T
BH
D
FB10.5X1"
NT BHD
FP
X1 5X
1"
FP
X1 5X
1"
FP
X1 5X
1"
FP
X1 5X
1"
FB
X1
FP
X1 5X
1"
D O
FB
X1
FB
.5 X1
SOLID
FLOOR
SOLID
FLOOR
SOLID
FLOOR
SOLID
FLOOR DO
DO
ICE BELT PLATING
1-14" PL
D O
D O
NT BHD
ICE BELT
CORNER
PLATING
1-12" PL
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'
DECK AND BOTTOM STRUCTURE
AK ALG BGL 2023/06/09
AS NOTED 887-B307-01 3 3 -
PLAN 3-5A
FORE/AFT END CONSTRUCTION
AFT STBD SIDE SHOWN, PORT AND FWD SIM
LKG UP
1/4"=1'-0"
| 2023-06-15T08:11:45-0400 | |
| Andrew Girdler |
| PEStamp2: |
| PEStamp3: |
File details come from the government source that posted it. Updated .