887-B307-02_Side Plating_Rev(-)_signed.pdf
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- Solicitation number
- W912BU-23-B-0016
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This document includes drawings and specifications for the construction of a floating pier barge for McMurdo Station in Antarctica. The Army Corps of Engineers Engineering District Philadelphia is soliciting offers for a 328 foot by 100 foot by 18 foot side plating floating pier barge to be moored at Winter Quarters Bay. The barge is to be uninspected and ice class PC4 and PC6 for transit to the mooring location. Drawings show requirements for side plating, structure zones, general notes, and references. Offerors should reference additional documents for deck and bottom structure, lines plan, and basis of design requirements.
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Text version
SEE REF. 1 FOR ICE BELT STRUCTURE
FB41
2X1" ON 12" PL
FB51
2x1" ON 7 8" DH36 PL
1" DH36 PL MAY BE
SUBSTITUTEDFB51
2x1" ON 12"
DH36 PL MAIN DECK
18'-0" ABL
UIWL + 59"
UIWL 8'-0"
LIWL 6'-4"
BASELINE
UIWL + 79"
LIWL - 59"
CP 8" X 1" SIDE WEB
TYP IWO DECK TRANSVERSE
051015202530354045505560
ICE BELT
BOW REGION (PC4)
MAIN DECK
18'-0" ABL
UIWL + 59"
UIWL 8'-0"
LIWL 6'-4"
BASELINE
UIWL + 79"
LIWL - 59"
4"
BOW TOPSIDES RADIUS
DH36 PL
15'-0"SIDE FLAT
298'-0"
STERN TOPSIDES RADIUS
15'-0"
TOPSIDES
TOPSIDES
BOW REGION
(PC6)
4"
0.4L MIDBODYRADIUS TANGENT RADIUS TANGENT
1'-0" 051015202530354045505560
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'
SIDE PLATING
CJH ALG BGL 2023/06/09
AS NOTED 887-B307-02 1 1 -
1. THE INTENT OF THIS DRAWING IS TO SHOW THE ARRANGEMENT OF THE SIDE 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. 4).
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 3.
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-B105-01, LINES PLAN.
3. IACS, SHIPBUILDING AND QUALITY REPAIR STANDARD, REC. NO 47, REV. 10, 2021.
4. GLOSTEN, 887-B003-01, BASIS OF DESIGN.
GENERAL NOTES
REFERENCES REVISIONS
REVZONE DESCRIPTION DATE APPD
ELEVATION 1-5B
SIDE PLATING
STBD SIDE SHOWN, PORT SIM & OPP
3/32"=1'-0"
ELEVATION 1-5C
STRUCTURE ZONES
STBD SIDE SHOWN, PORT SIM & OPP
3/32"=1'-0"
| 2023-06-14T17:28:29-0400 | |
| Andrew Girdler |
File details come from the government source that posted it. Updated .