3085_Combined_Drawing_Package.pdf

PDF 23 MB Posted Aug 23, 2019

Attached to: DAVIS Barge Replacement Federal contract opportunity
Solicitation number: W912BU19B0020
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

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File	Type	Posted
Sign_in_Sheet_W912BU19B0020_Bid_Opening.pdf	PDF	Sep 25, 2019
Abstract9-24-19Bid_Opening.pdf	PDF	Sep 25, 2019
FBO_copy.pdf	PDF	Sep 22, 2019
W912BU19B0020-Amend3.pdf	PDF	Sep 19, 2019
W912BU19B0020Amend2.pdf	PDF	Sep 19, 2019
Amendment_Two.pdf	PDF	Sep 17, 2019
Amendment_1_W912BU19B0020.pdf	PDF	Sep 6, 2019
Solicitation.pdf	PDF	Aug 23, 2019

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PRINCIPAL CHARACTERISTICS

LENGTH (MOLDED) _____________________________________________ 200'-0"

BREADTH (MOLDED) ___________________________________________ 56'-0"

DEPTH (MOLDED, CENTERLINE) _________________________________ 10'-6"

DEPTH (MOLDED, AT SIDES) ____________________________________ 10'-0"

DESIGN DRAFT ________________________________________________ 6'-0"

MAX DRAFT ____________________________________________________ 6'-6"

MAX AIR DRAFT ________________________________________________ 52'-0"

FUEL CAPACITY ________________________________________________ 25,000 GALLONS

DATE

APRD FOR THE DIRECTOR - CHR DES BR

RECOMMENDED - SECT CH

SUBMITTED - PROJ ENG

CHK'D BYDES. BYDR. BY

MARINE DESIGN CENTER

PHILADELPHIA, PA

U.S. Army Corps of Engineers

MOBILE DISTRICT

200' FLOATING CRANE BARGE

MDC PROJECT NO. 3085

MDC HULL NO. 843

REVISIONS

REV DESCRIPTION DATE APPROVED

AUGUST 22, 2019

T. KEYSER, P.E.

DCRMDCONB

TITLE SHEET

200' x 56' x 10'-6"

CESAM FLOATING CRANE BARGE

CORPS OF ENGINEERS

MARINE DESIGN CENTER

DEPARTMENT OF THE ARMY

-3085E

REVDWG. NO.PROJECT NO.SIZE

1 of 1SHEET: NTSSCALE:

843-B000-01

23456789101112

12 11 10 9 8 7 6 5 4 3 2 1

DATE

APRD FOR THE DIRECTOR - CHR DES BR

RECOMMENDED - SECT CH

SUBMITTED - PROJ ENG

CHK'D BYDES. BYDR. BY

MARINE DESIGN CENTER

PHILADELPHIA, PA

SCIENTIFIC

TITLE SHEET ________________________________ 843-B000-01

DRAWING INDEX__________________________ 843-B000-02

LINES PLAN _______________________________ 843-B105-01

OUTFIT

CATHODIC PROTECTION _____________________________ 843-B405-01

PAINT SCHEDULE ____________________________________ 843-B406-01

TOWKNEE INSTALLATION & DETAILS ____________________ 843-B410-01

DOORS, WINDOWS, HATCHES AND MANHOLES__________843-B415-01

DECK FITTINGS _______________________________________ 843-B420-01

RAILINGS ____________________________________________ 843-B425-01

VERTICAL & INCLINED LADDERS _______________________ 843-B427-01

FIRE & SAFETY PLAN __________________________________ 843-B445-01

DECK MACHINERY ___________________________________ 843-B456-01

HULL MARKINGS _____________________________________ 843-B460-01

ARRANGEMENTS

OUTBOARD PROFILE _________________________ 843-B205-01

GENERAL ARRANGEMENTS ___________________ 843-B215-01

MACHINE SHOP ARRANGEMENTS _____________ 843-B240-01

SPECIAL FEATURES

SPUDS _______________________________________________ 843-B550-01

SPUDWELL INSTALLATION AND DETAILS ________________ 843-B552-01

SPUD HANDLING SYSTEM ______________________________ 843-B554-01

MECHANICAL SYSTEMS

PIPE MARKING GUIDE ____________________________________ 843-B601-01

FUEL OIL SYSTEM _________________________________________ 843-B630-01

WASTE OIL SYSTEM _______________________________________ 843-B637-01

BILGE & BALLAST SYSTEM __________________________________ 843-B660-01

POTABLE WATER SYSTEM __________________________________ 843-B665-01

SANITARY AND SEWAGE SYSTEMS __________________________ 843-B667-01

DRAINAGE SYSTEM _________________________________________843-B667-01

VENTS, SOUNDS, OVERFLOWS & FILLS ______________________ 843-B670-01

DECK WASHDOWN SYSTEM _______________________________ 843-B675-01

COMPRESSED AIR SYSTEM _________________________________ 843-B690-01

ELECTRICAL

ELECTRICAL LOAD ANALYSIS (AC) __________________________ 843-B710-01

ELECTRICAL SYSTEM LOAD ANALYSIS (DC) __________________ 843-B710-02

ONE LINE DIAGRAM (AC) __________________________________ 843-B720-01

ONE LINE DIAGRAM (DC) __________________________________ 843-B720-02

CABLE SCHEDULE _________________________________________ 843-B725-01

VOLTAGE DROP ANALYSIS _________________________________ 843-B725-02

LIGHTING & RECEPTACLE PLAN _____________________________ 843-B730-01

SHORE POWER SERVICE ____________________________________ 843-B760-01

OFF-VESSEL POWER SERVICE _______________________________ 843-B765-01

STRUCTURAL

WELDING SCHEDULE ________________________ 843-B301-01

DECK & BOTTOM STRUCTURE _________________ 843-B307-01

SIDE SHELL PLATING __________________________ 843-B307-02

TRANSVERSE STRUCTURE _____________________ 843-B309-01

LONGITUDINAL STRUCTURE ___________________ 843-B311-01

DECKHOUSE STRUCTURE _____________________ 843-B315-01

SEACHEST DETAILS __________________________ 843-B325-01

STRUCTURAL

WELDING SCHEDULE ____________________________________ 817-B301-01

DECK & BOTTOM PLATING _______________________________ 817-B307-01

SIDE SHELL PLATING _____________________________________ 817-B307-02

TRANSVERSE STRUCTURE __________________________________ 817-B309-01

LONGITUDINAL STRUCTURE _______________________________ 817-B311-01

BRIDGE DECK STRUCTURE ________________________________ 817-B313-01

MECHANICAL SYSTEMS

FUEL OIL SYSTEM _________________________________________ 817-B630-01

ARRANGEMENTS

OUTBOARD PROFILE _____________________________________ 843-B205-01

INBOARD PROFILE _______________________________________ 843-B210-01

GENERAL ARRANGEMENTS _______________________________ 843-B215-01

MACHINE SHOP ARRANGEMENTS _________________________ 843-B240-01

MACHINERY ARRANGEMENTS _____________________________ 843-B245-01

OUTFIT

CATHODIC PROTECTION _________________________________ 817-B405-01

COATING SYSTEM _______________________________________ 817-B406-01

DOORS, WINDOWS, HATCHES & MANHOLES _______________ 817-B415-01

DECK FITTINGS __________________________________________ 817-B420-01

WALKWAYS, RAILINGS, GRATINGS & FLOOR PLANS_________ 817-B425-01

VERTICAL & INCLINED LADDERS __________________________ 817-B427-01

HULL MARKINGS _________________________________________ 817-B460-01

SCIENTIFIC

TITLE SHEET ______________________________________________ 817-B000-01

DRAWING INDEX________________________________________ 817-B000-02

LINES PLAN _____________________________________________ 817-B105-01

WEIGHT ESTIMATE & CONTROL ___________________________ 817-B115-01

DRY DOCKING PLAN ____________________________________ 817-B170-01

AUGUST 16, 2019

T. KEYSER, P.E.

DCRMDCONB

DRAWING INDEX

200' x 56' x 10'-6"

CESAM FLOATING CRANE BARGE

CORPS OF ENGINEERS

MARINE DESIGN CENTER

DEPARTMENT OF THE ARMY

-3085E

REVDWG. NO.PROJECT NO.SIZE

1 of 1SHEET: NO SCALESCALE:

843-B000-02

23456789101112

12 11 10 9 8 7 6 5 4 3 2 1

6'-0" 6'-0"

WASTE OIL

1,200 GAL.

OILY BILGE

1,200 GAL.

DATE

APRD FOR THE DIRECTOR - CHR DES BR

RECOMMENDED - SECT CH

SUBMITTED - PROJ ENG

CHK'D BYDES. BYDR. BY

MARINE DESIGN CENTER

PHILADELPHIA, PA

200'-0"

28'-0"

11'-0"

17'-0"

11'-0"

17'-0"

28'-0"

16'-0" 24'-0" 36'-0" 48'-0"

8'-0" 8'-0"

36'-0" 24'-0" 16'-0"

56'-0"

R18" TYP.

R6"

7'-10"

9'-2"

1'-99 16"

9'-2"

8'-0"

4'-2"

TYP.

4'-0"

WT BHD

50 2544

PARTIAL BHD

38 35 33 21

PARTIAL BHD

3234363739 284248 16 13 8 6 2

HULL PLAN

FRAME SPACING TYPICALLY 4'-0"

W T

SPUDWELL SPUDWELL

SPUDWELL

W T

OT BHD

NT BHD

W T

NT BHD

OT BHD

NT BHD

OT BHD NT BHD

T A

N G

T A

N G

12" BILGE RADIUS TANGENT LINE

3" DECK RADIUS TANGENT LINE

SPUDWELL

36 1/2" x 36 1/2" CUTOUTS

THRU DECK/BOTTOM PL

10'-6"

@ CL

11'-0" 11'-0"

10'-0"

28'-0"

17'-0" 17'-0"

28'-0"

BODY PLAN

MIDBODY VIEW END VIEW

FRAMES 1 & 49, 2'-91

4" ABL

FRAMES 2 & 48, 1'-67

16" ABL

FRAMES 3 & 47, 311

16" ABL

R3"

R12"

FRAMES 0 & 50, 4'-87

8" ABL

FRAMES 4 THRU 46 HEADLOG/STERNLOG

TANGENT LINES

76'-0" 124'-0"

R12"

R8'-0"

1'-99

16" R3" TYP.

10'-6"

@ CL

10'-0"

@ SIDES

6'-6" @ CL

6'-0" @ SIDES

4'-0" 12"

WT BHD

50 2544

PARTIAL BHD

38 35 33 21

PARTIAL BHD

3234363739 284248 16 13 8 6 2

HULL PROFILE

FRAME SPACING TYPICALLY 4'-0"

12" BILGE RADIUS TANGENT

3" DECK RADIUS TANGENT

MAY MAKE INDEPENDANT SUB-ASSY OF HULL GEOMETRY AND BULKHEAD PART FILES

TO DISPLAY NEEDED MODEL INFORMATION IN EFFCIENT WAY

REVISIONS

REV DESCRIPTION DATE APPROVED

AUGUST 22, 2019

T. KEYSER, P.E.

DCRMDCONB

LINES PLAN

200' x 56' x 10'-6"

CESAM FLOATING CRANE BARGE

CORPS OF ENGINEERS

MARINE DESIGN CENTER

DEPARTMENT OF THE ARMY

-3085E

REVDWG. NO.PROJECT NO.SIZE

1 of 1SHEET: 3/16" = 1'-0"SCALE:

843-B105-01

23456789101112

12 11 10 9 8 7 6 5 4 3 2 1

RECOMMENDED - SECT CH

SUBMITTED - PROJ ENG

BASELINE

10'-0" DEPTH @ SIDES

10'-6" DEPTH @ CL

BHD

50 2544 23

STARBOARD PROFILE

STARBOARD SIDE SHOWN

PERIMETER HANDRAIL

RESCUE DAVIT

BOOM REST

EXTERIOR DECK LIGHTS

CAPSTAN, ELECTRIC WINCH, ELECTRIC

AFT, FIXED CRANE STOPS, P/S

RESCUE BOAT

12" HIGH SIDE FENDERS

HVAC EXHAUST

VERTICAL LADDER

D-6 DOZER DUNNAGE FORWARD CRANE STOPS, REMOVABLE

SHORE POWER STATION

40-FT SPUD

TOWKNEES

SPUD WINCH

CONTROL PANEL

SPUD PIN

SPUD COLLAR

SPUDWELL

6'-0" DWL

TOWKNEES

DECKHOUSE TOP RAILING

PARTIAL BHD

25 5046

WT BHD

PORT PROFILE

PORT SIDE SHOWN

FWD CRANE STOPS

REMOVABLE

AFT CRANE STOPS

FIXED

GENERATORS

FUEL OIL LOCKER

w/ 50-FT RETRACTABLE HOSE REEL

LIFE RINGS

SHORE POWER

RESCUE DAVIT & BOAT

POTABLE FILL STATION

6'-0" DWL

AFT END PROFILE

LOOKING FORWARD

SIDE FENDERS

CRANE BOOM REST

GENERATOR SETS

CATERPILLAR C4.4

WINCH, ELECTRIC

P/S

RESCUE BOAT

RESCUE DAVIT

BASELINE

TOWKNEES

STARBOARD DECKHOUSE

PORT DECKHOUSE

CL VESSEL

AFT/STBD SPUD

AFT/PORT SPUD

SPUD WINCH CONTROLS

AFT/PORT SPUDWELL

ANODES

6'-0" DWL

FORWARD END PROFILE

LOOKING AFT

FUEL OIL LOCKER

w/ 50-FT RETRACTABLE HOSE REEL

REMOVABE CRANE STOPS, P/S

CRANE CURBS, P/S

CAPSTAN, ELECTRIC

PERIMETER GUARDRAIL

BASELINE

WINCH, ELECTRIC

12" HIGH SIDE FENDERS, P/S

CL VESSEL

STARBOARD SIDE PORT SIDESTARBOARD SIDEPORT SIDE

6'-0" DWL

CRANE BOOM

180-FT CONFIGURATION SHOWN

150-FT & 120-FT ALSO INTENDED TO BE USED

REVISIONS

REV DESCRIPTION DATE APPROVED

AUGUST 10, 2019

OUTBOARD PROFILE

200' x 56' x 10'-6"

CESAM FLOATING CRANE BARGE

CORPS OF ENGINEERS

MARINE DESIGN CENTER

DEPARTMENT OF THE ARMY

-3085E

REVDWG. NO.PROJECT NO.SIZE

1 of 2SHEET: 3/16" = 1'-0"SCALE:

843-B205-01

23456789101112

12 11 10 9 8 7 6 5 4 3 2 1

4'-11" 6'-34"

5° F.O.V. (PITCH)

10'-0"

SET BACK

DISTANCE

PUSH BOAT

LINE OF SIGHT

89'-101 4"

6° REST ANGLE

60°

40°

137'-105 8"

10'-0"

34'-0"

3'-5"

BHD

50 2544 23

LINE-OF-SIGHT PROFILE

RAISED BOOM AND DEPLOYED SPUDS SHOWN

TOWBOAT TENN-TOM SHOWN AT BARGE'S FORWARD END

SCALE: 1/8" = 1'-0"

180-FT CRANE BOOM CONFIGURATION

LINE OF SIGHT (PUSHBOAT)

CL CRANE

ROTATION

34'-0 MAX FREEBOARD @ 6'-0 DWL

(40'-0" RAISED SPUDS )

RIVERBED DEPTH BELOW WATERLINE FULLY LOWERED POSITION OF SPUDS

FULLY RAISED SPUD HEIGHT

40'-0" ABOVE BASELINE

34'-0 ABOVE WATERLINE @ 6'-0" DWL

23'-0" APPROXIMATE VERTICAL DISPLACEMENT

6'-0" DWL

BASELINE

WATERLINE

MIDSHIP VIEW

LOOKING AFT FROM MIDSHIP

SCALE: 3/16" = 1'-0"

STARBOARD DECKHOUSE PORT DECKHOUSE

DAY

TANKADMIN'S OFFICE,

DIVERS ROOM,

HEAD

MACHINE SHOP/

HYDRAULIC & LUBE OIL

STORAGE

MACHINERY SPACE,

SPUD WINCH ROOMS

FUEL OIL TANKS,

RIGGING ROOM &

STORAGE ROOM

STATE ROOMS &

SPUD WINCH ROOMS

BASELINE

CL VESSEL

CO2

BOTTLES

18'-11" ABL

22'-2" ABL

10'-0" ABL @ SIDES

10'-6" ABL @ CL

18'-7" ABL

56'-0"

200'-11 2"

39'-4"

48'-51 4"

55'-71 4"

16'-31 4"

67'-1011 16" 132'-213

16"

21'-43 4"

HEAVY LIFT BOOM SWING RADIUS

(FARTHEST FORWARD)

90,000 LBS LIFT AT 77-FT BOOM SWING RADIUS

360-DEGREE ROTATION

77'-0" HEAVY LIFT BOOM SWING RADIUS

(FARTHEST AFT)

CRANE OPERATIONAL AREA - PLAN VIEW

MAXIMUM HEAVY LIFT BOOM SWING RADIUS SHOWN

SCALE: 1/16" = 1'-0"

27'-0" CRANE SWING RADIUS

FARTHEST AFT & FWD

13'-3"

TENN-TOM (85' TOWBOAT)

-3085E

REVDWG. NO.PROJECT NO.SIZE

2 of 2SHEET: 3/16" = 1'-0"SCALE:

843-B205-01

1011121314151617181920

20 19 18 17 16 15 14 13 12 11 10 9

PRINCIPAL CHARACTERISTICS

LENGTH (MOLDED) ___________________________________ 200'-0"

BREADTH (MOLDED) _________________________________ 56'-0"

DEPTH (MOLDED, CENTERLINE) _______________________ 10'-6"

DEPTH (MOLDED, AT SIDES) __________________________ 10'-0"

DESIGN DRAFT _______________________________________ 6'-0"

MAX DRAFT __________________________________________ 6'-6"

MAX AIR DRAFT ______________________________________ 52'-0"

CRANE SWING RADIUS _______________________________ 27'-0" MAX

DATE

APRD FOR THE DIRECTOR - CHR DES BR

RECOMMENDED - SECT CH

SUBMITTED - PROJ ENG

05101520253035404550556065707580859095100

BHD

HOLD DECK HOLD DECK

MAIN DECK MAIN DECK

DECKHOUSE TOP DECKHOUSE TOP

22'-0"

200'-0" OVERALL LENGTH (MOLDED)

48'-0" 36'-0" 24'-0" 16'-0" 36'-0"

-1 0"

28'-0" 8'-0"

17'-0"

56'-0"

10'-0" 8'-0"

10'-0"

24'-0" 16'-0"

WT BHD

50 2544

PART. BHD

3233343536373839 21

PART. BHD

HOLD DECK PLAN

FRAME SPACING TYPICALLY = 4'-0"

FUEL OIL TANK

12,500 GAL.

FUEL OIL TANK

12,500 GAL.

NT BHDW

O T

SEWAGE TANK

5,000 GAL.

WASTE OIL

TANK

1,200 GAL.

MACHINERY SPACE 5P

O M

STATE ROOM 1STATE ROOM 2

RIGGING ROOM 5C

VOID 1P

VOID 1C

VOID 1S

VOID 3P

VOID 3C

VOID 3S

NT BHD

SPUD WINCH ROOM 4P

W T

POTABLE TANK

5,000 GAL.

VOID 2C

CL VESSEL

SPUD WINCH ROOM 4S

VOID 2S

AIR COMPRESSOR

SEACHEST

BALLAST

TANK 7P

BALLAST

TANK 7C

BALLAST

TANK 7S

SPUD WINCH ROOM 6P

SPUD WINCH ROOM 6S

OT BHD

VOID 2P

HEAD

w/SHOWER

STORAGE AREA 4C

NT BHD NT BHD NT BHD

NT BHD

O T

NT BHD

HOLDING TANK

w/VACUUM PUMP

(BELOW FLOORING)

MSD

NT BHD NT BHD

NT BHD

DOUBLE

BUNK

DOUBLE

BUNK

WATERTIGHT DOUBLE DOOR

WT BHD

SOCKETS FOR REMOVABLE CRANE STOPS

6 REQ'D, P/S

3/8" BOTTOM PL

O M

WASHER

& DRYER

FOLDING TABLE

SPUD WINCH, ELECTRIC

4 REQ'D

SPUDWELL, 4REQ'D

SPUD WINCH WIRE

VERTICAL LADDER

TO MAIN DECK

WATERTIGHT DOOR, TYP.

3'-0"

18'-4" BETWEEN

DECKHOUSE INBD SIDES

14'-0"

20'-0"

40'-0"

20'-1"

RESCUE BOAT

LENGTH

7'-113 4"

7'-6"

5'-55 8"

12'-8"

3'-8"

'-6

14'-0"

11'-0"

3'-8"

WT BHD

50 2544

PART. BHD

3233343536373839 21

PART. BHD

MAIN DECK PLAN

FRAME SPACING TYPICALLY =4'-0"

AFT, FIXED CRANE STOPS

2 REQ'D

FWD, REMOVABLE CRANE STOPS

2 REQ'D, P&S

27'-0" MAX SWING RADIUS

SAFETY MARKING ON DECK

40-FT TALL SPUDS

30"x30" SQ. CROSS SECTION

4 REQ'D, P&S, FWD & AFT

ADMIN OFFICE

MACHINE SHOP

DIVER'S

ROOM

CHOCK

FUEL OIL LOCKER

w/100-FT RETRACTABLE HOSE REEL

HANNAY

FUEL OIL LOCKER

W/ 50-FT RETRACTABLE HOSE REEL

CRANE CURBS, SUITED TO 5'-0" TRACK WIDTH

12" ELECTRIC CAPSTAN

6 REQ'D

ROLLER CHOCK (4)

NABRICO, DF-100, 14 7/8" SIZE

4 REQ'D

RESCUE DAVIT

HYDRA-PRO, MODEL HP-181-2F

SHORE POWER STATION

& OFF VESSEL STATION

2 REQ'D, P/S

WASHDOWN

STATION

D O

W N

T O

BOOM REST FDN.

HEAD

FLAMMABLE

STORAGE

ENCLOSED GENSETS

w/MONITORING SYSTEM

CATERPILLAR, MODEL C4.4

2 REQ'D, PORT SIDE ONLY

20'x8' RESCUE BOAT w/FOUNDATION

SEA ARK CUB, MODEL 2072-CUB, 250HP

MOORNG WINCH, ELECTRIC

6 REQ'D, P&S

DAY FUEL OIL TANK, INTEGRATED

600-GALLONS

TOWKNEES, 4 FWD & 4 AFT

OIL

DRUM

STORAGE

12"x12" COMPOSITE DUNNAGE FOR CRAWLER CRANE

AXION STRUXURE COMPOSITE MATS

CL VESSEL

DUAL ROLLER CHOCKS

2 REQ'D, P/S

48" KEVEL, CAST STEEL

BAIER, MODEL UNC-484

12 REQ'D

DOZER D6 FOUNDATION

w/ COMPOSITE DUNNAGE, AXION STRUXURE

12" HIGH SIDE FENDERS

COMPOSITE DUNNAGE AND FOUNDATION

USED FOR VARIOUS CRANE ATTACHMENTS

ROCK BUCKET, DEBRIS GRAPPLE OR CLAM SHELL

6-FT x 6-FT RAISED

CARGO HATCH

EXTERIOR DECK LIGHTS

LOCAL CONTROL PANEL FOR SPUD WINCH

MOUNTED ON EXTERIOR FWD/AFT END OF BOTH DECKHOUSES

4 REQ'D

SPUD WINCH & SYSTEMS

CONTROL STATION

SOFTPATCH

4 REQ'D

FLUSH HATCH, 20" CLEAR OPENING

BAIER, MODEL BFHR-20, STEEL RING

12 REQ'D, P/S

.01563 XP BLOCK

D O

W N

T O

SEACHEST ACCESS HATCH

CRANE TIE-DOWNS

P&S

ECR

SWITCH

GEAR

DIVERS

LOCKER

ROOM

DRILL PRESS

3/4" DECK PL

3/8" DECK PL

3/4" DECK PL

DIVER'S

CHAIR

20"x20" SQ. ESCAPE HATCHES, HINGED

FREEMAN MARINE MODEL #2462-0003 OR SIM.

4 REQ'D

DAY

TANK

SHORE POWER

STATION, 1 REQ'D

POTABLE WATER FILL

DECK

STORAGE

- Max. overall weight of this barge, including crane and 300 ton lift, can only be 3,900,000 lbs for a 6ft draft waterline

- Anticipated weight of crane is 600,000 lbs. and its heavyiest lift is expected to be 400,000 (200 tons) at sternlog area

- This would mean the weight of the barge WITHOUT the crane would be limited to 2,900,000 lbs for a 6ft draft waterline.

300-TON CRAWLER CRANE, MODEL TYPE TBD

200-TON HEAVY LIFT, FROM STERNLOG AREA

MOBILE FROM FWD RAKE TO MIDSHIP

HYDRAULIC ARTICULATING CAB WANTED

DIVER'S PLATFORM AREA

7'-4" ABOVE BASELINE, APPROX. 3-FT BELOW MAIN DECK

HULL RECESS, 15-FT WIDE X 8-FT LONG

(EXACT DESIGN & LOCATION TBD)

GENERAL NOTES

1. ALL WELDING, MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ABS RULES FOR BUILDING AND CLASSING STEEL VESSELS FOR SERVICE ON RIVERS AND INTRACOASTAL WATERWAYS, LATEST EDITION. THIS VESSEL IS TO BE ABS CLASSED FOR "MALTESE CROSS A-1 BARGE, RIVERS & INTRA-COASTAL WATERWAYS SERVICE" WITH "REINFORCEMENT B" NOTATION.

2. DECK SCANTLINGS ANALYZED FOR UP TO 5,000 PSF IWO OF CRANE AREA (FRAMES 0 THRU 19) AND 1,000 PSF FOR ALL REMAINING DECK AREAS.

3. BUTTS IN PLATES SHALL BE A MINIMUM OF 2" FROM ANY STRUCTURAL MEMBERS WHICH RUN PARALLEL TO THE BUTTS.

4. STAINLESS STEEL PURCHASED FOR THIS VESSEL SHALL BE TYPE 304 L WITH A YIELD STRENGTH IN EXCESS OF 36000 PSI.

5. CAD USERS: THIS DRAWING IS INTENDED TO PROVIDE A LEVEL OF DETAIL REQUIRED FOR ABS REVIEW AND FOR ACCURATELY BIDDING ON THIS VESSEL. USERS ARE RESPONSIBLE TO VERIFY ALL INFORMATION FOR DIMENSIONAL ACCURACY WHEN

ORDERING OR LOFTING MATERIAL.

6. WELD ALL STRUCTURE IWO OF THE DECK FITTINGS 100% .

7. BALLAST TANKS ARE TO BE FILLED THROUGH OPEN MANHOLES.

VERTICAL LADDER TO

TOP OF DECKHOUSE

REVISIONS

REV DESCRIPTION DATE APPROVED

REFERENCES

18 SERVICE STRUCTURE 623-D317-01

17 CRANE LOADING RAMP CONCEPTS 816-B598-03

16 BOW RECESS PADEYE DETAILS 816-B598-02

15 CARGO GUIDE SUPPORTS & WELLS 816-B598-01

14 SPUD WELLS 816-B552-01

13 SPUDS 816-B550-01

12 HULL MARKINGS 816-B460-01

11 VERTICAL LADDERS 816-B427-01

10 HANDRAILS 816-B425-01

9 DECK FITTINGS 816-B420-01

8 HATCHES & MANHOLES 816-B415-01

7 CRANE RUNWAY DETAILS 816-B410-02

6 RUB RAILS & FENDERING 816-B410-01

5 LONGITUDINAL STRUCTURE 816-B311-01

4 TRANSVERSE STRUCTURE 816-B309-01

3 SIDE PLATING 816-B307-02

2 DECK & BOTTOM STRUCTURE 816-B307-01

1 WELDING SCHEDULE 816-B305-01

NO. TITLE DWG. NO.

GENERAL ARRANGEMENTS

200' x 56' x 10'-6"

CESAM FLOATING CRANE BARGE

CORPS OF ENGINEERS

MARINE DESIGN CENTER

DEPARTMENT OF THE ARMY

-3085E

REVDWG. NO.PROJECT NO.SIZE

1 of 2SHEET: 3/16" = 1'-0"SCALE:

843-B215-01

23456789101112

12 11 10 9 8 7 6 5 4 3 2 1

13'-31

2" BETWEEN

OVERHANGS OF TOPS

5'-0" WIDE

TRACK SHOES

19'-83 4"

43'-63

4" LONG, TOP OF DECKHOUSE, TYP.

30'-8"

2'-5"

200'-0"

28'-0"

1'-71 2"

28'-0"

37'-4" TRAVEL DISTANCE

FWD-TO-AFT CRANE STOPS 6'-0"

TRANSPORT

POSITION

38'-113 4"

10"

2'-63 4"

4'-27 8"

56'-0"

21'-41 4"

WT BHD

50 2544

PART. BHD

3233343536373839 21

PART. BHD

TOPS OF DECKHOUSES PLAN

TOPS ARE 8'-6" ABOVE THE MAIN DECK SURFACE

CRANE SHOWN IN TRANSPORT POSITION

FRAME SPACING TYPICALLY = 4'-0"

PORT DECKHOUSE TOP

STARBOARD DECKHOUSE TOP

CRANE BOOM REST

180-FT LONG CRANE BOOM CONFIGURATION

(SHOWN AT 30 BOOM REST ANGLE)

6"x1/4" FB COAMING

VERTICAL LADDER

DOWN TO MAIN DECK

2 REQ'D, P&S

C L V

HVAC

INTAKE

HVAC EXHAUST

FIXED, FALL PREVENTION HANDRAIL

TOP OF 40' SPUDS

TYP.

PORT SIDE OF VESSEL

STBD SIDE OF VESSEL

N E

P C

O N

C E

R6" TYP.

DOWN

HVAC

INTAKE

300-TON CRAWLER CRANE

EITHER LINKBELT 348 HYLAB OR MANITOWOC MLC300

LINKBELT CRANE MODEL SHOWN

SEE DWG 843-B335-01 FOR MORE INFORMATION

-3085E

REVDWG. NO.PROJECT NO.SIZE

2 of 2SHEET: 3/16" = 1'-0"SCALE:

843-B215-01

1415161718192021222324

24 23 22 21 20 19 18 17 16 15 14 13

RECOMMENDED - SECT CH

SUBMITTED - PROJ ENG

DM DM

20'-0"

5'-10" WIDE

DOUBLE DOOR

ENTRANCE

14'-8"

4'-6"

3'-8"

4'-6"

3'-0"

VISE

GRINDER

TOOL STORAGE

9-D 9-D

MACHINE SHOP FLOOR PLAN 9-C

PORTSIDE DECKHOUSE SHOWN

SCALE: 1/2" = 1'-0"

HYDRAULIC AND LUBE

OIL STORAGE

DRILL PRESS

D O

AIR TOOL STATION

EYEWASH STATION

MACHINE SHOP FLOOR

10'-8" ABOVE BASELINE, LEVEL FLOOR PLATES

CHAIR/

STOOL

FUEL LOCKER

FLAMMABLE STORAGE

N T

WEATHERTIGHT DOOR

WORKBENCH

SINK

2'-6"

8'-6" 8'-6"

10'-6"

9'-2" 1'-51

ELEVATION 3-E

AFT WALL AT FRAME 35

SCALE: 1/2" = 1'-0"

PORT SIDE

INBOARD BHD

OUTBOARD BHD

HULL BOTTOM PLATING

MAIN DECK PLATING (w/CAMBER)

HVACCL VESSEL

DECKHOUSE TOP (CAMBER)

6'-2"

EXHAUST VENT

FROM HOLD DECK

ELEVATION 9-F

OUTBOARD WALL ARRANGEMENT

OF PORT DECKHOUSE

SCALE: 1/2" = 1'-0"

N T

EYEWASH STATION / SINK VANITAY

303132333435

INTAKE HVAC ABOVE, ALONG OUTBD WALL

SEE DWG 843-B685-01

EXAUST HVAC FROM BELOW

TO TOP OF DECK HOUSE

6'-21 2"

MAY MAKE INDEPENDANT SUB-ASSY OF HULL GEOMETRY AND BULKHEAD PART FILES

TO DISPLAY NEEDED MODEL INFORMATION IN EFFCIENT WAY

TRANSV. BEAM

REVISIONS

REV DESCRIPTION DATE APPROVED

MACHINE SHOP EQUIPMENT LIST

ITEM# NAME QTY

1 DRILL PRESS 1

2 TOOL STORAGE 1

3 WORK BENCH 1

4 VISE 1

5 GRINDER 1

6 WELDING ROD OVEN 1

7 EYE WASH STATION 1

8 DOUBLE DOORS, FWD BHD 1

9 DOUBLE DOORS, INBOARD BHD 1

10 EXHAUST VENT 1

11 AIR INTAKE VENT 1

REFERENCES

4 HVAC SYSTEM 843-B685-01

3 DECKHOUSE STRUCTURE 843-B315-01

2 GENERAL ARRANGEMENTS 843-B215-01

1 DECK & BOTTOM STRUCTURE 843-B425-01

NO. TITLE DWG. NO.

MACHINE SHOP ARRANGEMENTS

200' x 56' x 10'-6"

CESAM FLOATING CRANE BARGE

CORPS OF ENGINEERS

MARINE DESIGN CENTER

DEPARTMENT OF THE ARMY

-3085E

REVDWG. NO.PROJECT NO.SIZE

1 of 1SHEET: AS SHOWNSCALE:

843-B240-01

23456789101112

12 11 10 9 8 7 6 5 4 3 2 1

ALL DECK, BOTTOM, SIDE AND BULKHEAD

WELD SEAM AND BUTT JOINTS

IN HULL AND ALL INSERT PLATES

3-10

3/16

TBD

FULL PENETRATION WELDS REQUIRED

PROCESS AND TYPE TBD BY CONTRACTOR

IAW ABS RIVER RULES REQUIREMENTS

ALL BUTTS AND SEAMS SHALL BE A MINIMUM

OF 6" FROM STRUCTURE.

TRANSVERSE BEAMS

TO DECKHOUSE TOP

3-121/4

3-43/16DECKHOUSE TOP PL OVERHANG

TO OVERHANG BRACKETS

DECKHOUSE TOP OVERHANG BRACKETS

TO DECKHOUSE SIDE BULKHEAD & COAMING 3/16

3-103/16

CJP

WEB OF LONG'L GIRDERS

TO LONG'L BULKHEADS

PERHIPHERY OF ALL DECKHOUSE

INTERIOR & EXTERIOR BULKHEADS

& DECKHOUSE TOP PL

CONTINUOUS FILLET WELD TO

BE ON OUTSIDE OF ALL BULKHEADS

LONG'L GIRDERS

TO DECKHOUSE TOP

EXTERIOR & INTERIOR

BULKHEAD STIFFENERS

3-123/16

BRACKET LAP CONNECTIONS

3/16

DECKHOUSE STRUCTURES

INTERMITTENT WELDS

W E L D I N G S P E C I F I C A T I O N S

5/16 3-12

5/16 3-10

5/16 3-12

5/16

TBD

5/16

BILGE TO BOTTOM

FRAMES 3-22

5/16

THRU-HULL OVERBOARD DISCHARGE PIPES

THRU HULL/BULKHEAD PIPING:

5/16

5/16DECK & BOTTOM LONG'LS

TO DECK & BOTTOM TRANSV. FRAMES

ON BOTH SIDES OF WEB & FLG OF LONG'LS

5/16

BHD OPENING REINFORCEMENT:

ALL LOCATIONS

SEE GENERAL NOTES 5&6

5/16 3-10

5/16 3-12

LONGITUDINALS:

DECK LONG'LS

EXCEPT IWO CRANE PATH LONG'LS

BOTTOM LONG'LS

& ALL SIDE LONG'LS 5/16

5/16BRACKET BUTT CONNECTIONS

IN HULL

5/16ALL BRACKET LAP CONNECTIONS

IN HULL

5/16

HEADLOG & STERNLOG BRACKETS

5/16ALL DECK, BOTTOM & SIDE TRANSVERSES

& ALL VERTICAL WEB FRAMES

5/16ALL LONG'L BULKHEAD STIFFENDERS

FRAMES 0 THRU 19

DECK LONG'LS I.W.O.

CRANE CRAWLER PATH

5/16

LAPPED CONNECTIONS:

SIDE & VERTICAL TRANSV.

TO DECK & BOTTOM TRANSV.

5/16

MEMBER END CONNECTIONS:

DECK & BOTTOM TRANSV.

TO SHELL & BHD PLATES

SEE GENERAL NOTES 5&6

5/16 3-10

5/16 3-12

LONGITUDINALS:

DECK LONG'LS

EXCEPT IWO CRANE PATH LONG'LS

BOTTOM LONG'LS

& ALL SIDE LONG'LS

DATE

APRD FOR THE DIRECTOR - CHR DES BR

RECOMMENDED - SECT CH

SUBMITTED - PROJ ENG

TITLE SHEET ________________________________ 843-B000-01

DRAWING INDEX__________________________ 843-B000-02

LINES PLAN _______________________________ 843-B105-01

WEIGHT ESTIMATE & CONTROL _____________ 843-B115-01

HYDROSTATICS & CURVES OF FORM ________ 843-B125-01

TANK CAPACITY TABLES ___________________ 843-B130-01

DAMAGE STABILITY CALCULATION _________ 843-B150-01

INTACT STABILITY CALCULATION ___________ 843-B155-01

TRIM & STABILITY BOOKLET _________________ 843-B155-02

DRY DOCKING PLAN ______________________ 843-B170-01

DRY DOCKING PLAN CALCULATIONS _______ 843-B170-02

KANSAS CITY DISTRICT - DOCK BARGE

INTERMITTENT WELDS

GENERAL NOTES:

1. ALL WELDING, MATERIALS, AND WORKMANSHIP TO BE IN ACCORDANCE WITH ABS RULES FOR BUILDING AND CLASSING STEEL VESSELS FOR SERVICE ON RIVERS AND INTRACOASTAL WATERWAYS LATEST EDITION TO THE SATISFACTION OF THE ATTENDING SURVEYOR.

2. ALL WELDING SHALL BE PERFORMED BY ABS CERTIFIED WELDERS. WELDER QUALIFICATION CERTIFICATION SHALL BE PROVIDED TO

THE ATTENDING ABS SURVEYOR.

3. UNLESS OTHERWISE NOTED ALL WELDS IN LAPPED JOINTS SHALL BE 1/16" LESS THAN THE THAN THE THINNER PLATE JOINT.

4. UNLESS OTHERWISE NOTED, FOR TEE-TYPE END CONNECTIONS, WHERE FILLET WELDS ARE CONTINUOUS ON EACH SIDE OF THE MEMBER, THE LEG SIZES OF THE WELDS SHALL NOT BE LESS THAN 3/4 TIMES MEMBER THICKNESS BEING ATTACHED.

5. ALL UNBRACKETED SHELL AND BULKHEAD STIFFENERS ARE TO HAVE DOUBLE CONTINUOUS WELDS FOR 1/10 OF THEIR LENGTH AT EACH END.

6. WHERE BEAMS & STIFFENERS PASS THROUGH SLOTTED BULKHEADS, THERE IS TO BE A PAIR OF MATCHED INTERMITTENT WELDS ON EACH SIDE OF EACH SUCH INTERSECTION AND THE BEAMS & STIFFENERS ARE TO BE EFFICIENTLY ATTACHED TO

THE LONG'L BULKHEADS & LONG'L STRINGERS.

7. MINIMUM WELD STRENGTH TO BE E70 WELD METAL.

8. ALIGNMENT OF STRUCTURAL MEMBERS SHALL BE IN ACCORDANCE WITH IACS NO.47, "SHIPBUILDING AND REPAIR QUALITY STANDARD".

MOBILE DISTRICT - CRAWLER CRANE BARGE

CONTINUOUS & DOUBLE CONTINUOUS WELDING

W E L D I N G S P E C I F I C A T I O N S W E L D I N G S P E C I F I C A T I O N S

INTERMITTENT WELDS

ALL DECK AND BOTTOM PL BRACING STRUCTURE

SPUDWELL STRUCTURE

5/16

5/16 3-12

3-12

5/16

3-10

ALL

LOCATIONS

5/16

ALL DECK, BOTTOM, SIDE AND BULKHEAD

WELD SEAM AND BUTT JOINTS

IN HULL AND ALL INSERT PLATES

3-10

3/16

TBD

FULL PENETRATION WELDS REQUIRED

PROCESS AND TYPE TBD BY CONTRACTOR

IAW ABS RIVER RULES REQUIREMENTS

ALL BUTTS AND SEAMS SHALL BE A MINIMUM

OF 6" FROM STRUCTURE.

TRANSVERSE BEAMS

TO DECKHOUSE TOP

3-121/4

3-43/16DECKHOUSE TOP PL OVERHANG

TO OVERHANG BRACKETS

DECKHOUSE TOP OVERHANG BRACKETS

TO DECKHOUSE SIDE BULKHEAD & COAMING 3/16

3-103/16

CJP

WEB OF LONG'L GIRDERS

TO LONG'L BULKHEADS

PERHIPHERY OF ALL DECKHOUSE

INTERIOR & EXTERIOR BULKHEADS

& DECKHOUSE TOP PL

CONTINUOUS FILLET WELD TO

BE ON OUTSIDE OF ALL BULKHEADS

LONG'L GIRDERS

TO DECKHOUSE TOP

EXTERIOR & INTERIOR

BULKHEAD STIFFENERS

3-123/16

BRACKET LAP CONNECTIONS

3/16

INTERMITTENT WELDS

W E L D I N G S P E C I F I C A T I O N S

5/16

TBD

5/16

3/8

BULKHEAD STIFFENERS:

DEEP TANK BULKHEAD

WATERTIGHT BULKHEAD

NON-TIGHT BULKHEAD

STIFFENERS WITH CLIPPED ENDS SHALL BE

WELDED DOUBLE CONTINUOUS FOR 1/10 OF

THEIR LENGTH AT EACH END

HULL & MAIN DECK HULL & MAIN DECK

ALL DECK, BOTTOM, SIDE AND BULKHEAD

WELD SEAM AND BUTT JOINTS

IN HULL AND ALL INSERT PLATES

DECK TO SIDE, HEADLOG & TRANSOM

FULL PENETRATION WELDS REQUIRED

PROCESS AND TYPE TBD BY CONTRACTOR

IAW ABS RIVER RULES REQUIREMENTS

ALL BUTTS AND SEAMS SHALL BE A MINIMUM

OF 6" FROM STRUCTURE.

BILGE PL TO SIDE &

BOTTOM PL

HEADLOG CORNER

TO SIDE PL

TRANSOM TO:

BOTTOM AND SIDE PLATE

BILGE, MAIN DECK, CORNER PLATE

HEADLOG TO:

BOTTOM, BILGE, MAIN DECK

& HEADLOG CORNER PL

PERIPHERY OF ALL HULL WATERTIGHT

OILTIGHT AND NONTIGHT BULKHEADS

& FLOORS UNDER F.O. AND DAY TANKS

3/8

DECKHOUSE STRUCTURES

REVISIONS

REV DESCRIPTION DATE APPROVED

REFERENCES

6 843-B325-01 SEA CHEST DETAILS

5 843-B315-01 DECKHOUSE STRUCTURE

4 843-B311-01 LONGITUDINAL STRUCTURE

3 843-B309-01 TRANSVERSE STRUCTURE

2 843-B307-02 SIDE SHELL PLATING

1 843-B307-01 DECK AND BOTTOM PLATING

NO. DWG. NO. TITLE

DCR

RNSRNSONB

WELDING SCHEDULE

200' x 56' x 10'-6"

CESAM FLOATING CRANE BARGE

CORPS OF ENGINEERS

MARINE DESIGN CENTER

DEPARTMENT OF THE ARMY

-3085E

REVDWG. NO.PROJECT NO.SIZE

1 of 1SHEET: NO SCALESCALE:

843-B301-01

23456789101112

12 11 10 9 8 7 6 5 4 3 2 1

RECOMMENDED - SECT CH

SUBMITTED - PROJ ENG

3/8" DECK PL

14" x 7" x 1/2" FLG PL TRANSVERSES

L 3" x 2" x 3/8" LONGITUDINALS

17'-0"

11'-0"

4'-0" TYP.

FRS. 0-31

4'-0" TYP.

FRS. 40-50

BHD

50 2543 233233343536373839

1/2" BILGE PL, TYP.

P/S

W T

CL VESSEL

SPUD

WELL

SPUD

WELL

SPUD

WELL

SPUD

WELL

NT BHD

N T

NT BHD

N T

L3"x2"x3/8", TYP.

LONG'L STIFFENERINTEGRATED TANK, P&S

BOTTOM PLATING:

FRAMES 0 THRU 50 = 3/8" PLATE

TRANSVERSE STRUCTURE:

FRAMES 1 THRU 50 = 14" x 7" x 1/2" FLG PL

LONGITUDINAL STRUCTURE:

FRAMES 1 THRU 50 = L3" x 2" x 3/8"

BOTTOM SCANTLINGS

SEACHEST CUTOUT

SEE DWG 843-B325-01

N T

NT BHDN

N T

INSERT PL

FOR SPUDWELL STRUCTURE

SEE DWG 843-B552-01

28'-0"

11'-0"

HALF FRAME SPACING = 2'-0"

11'-0"

28"

28'-0"

3/4" DECK PL

18" x 6" x 1/2" FLG PL TRANSVERSES

L7" x 4" x 3/8" LONGITUDINALS

3/8" DECK PL

14" x 7" x 1/2" FLG PL TRANSVERSES

L 3" x 2" x 3/8" LONGITUDINALS

28"

7'-10"

19'-9" 12'-0"

22" TYP.

4'-0" TYP.

FRS. 40-50

4'-0" TYP.

FRS. 0-31

BHD

50 2543 233233343536373839

MAIN DECK SCANTLINGS

SOFT PATCH, 4 REQ'D

SEE DWG 843-B415-01

SOFT PATCH

CUTOUT

SOFT PATCH

CUTOUT

SOFT PATCH

CUTOUT

SOFT PATCH

CUTOUT

MANHOLE CUTOUT

SEE DWG 843-B415-01

8 PLACE, P/S

SEACHEST CUTOUT

SEE DWG 843-B325-01

6FT x 6FT

ACCESS

HATCH

MH MH MH

MHMHMH

CL VESSEL

NT BHD

SPUD

WELL

SPUD

WELL

SPUD

WELL

SPUD

WELL

WT BHD

TANK BHD, S.S. PL

INSERT PL

FOR SPUDWELL STRUCTURE

SEE DWG 843-B552-01

ESCAPE HATCH CUTOUT

SEE DWG 843-B415-01

4 PLACES

INTEGRATED TANK, P&S R18", CORNER PL

DOUBLER PL

SEE DWG 843-B456-01

4 PLACE, P/S

DOUBLER PL

NOTES:

TRANSVERSE HEADERS IWO MANHOLES = L3"x3"x 3/8" TRANSVERSE HEADERS IWO SOFT PATCHES = 14"x7"x 1/2" FLG PL FRAMES 37 THRU 39 AT 3'-8" OFF CL, P/S = 14"x7"x 1/2" FLG PL FRAMES 25 THRU 27, FRAMES 40-42, AT 20'-2" OFF CL & 25'-4" OFF CL , P/S = 14"x7"x 1/2" FLG PL

MAY MAKE INDEPENDANT SUB-ASSY OF HULL GEOMETRY AND BULKHEAD PART FILES

TO DISPLAY NEEDED MODEL INFORMATION IN EFFCIENT WAY

TRANSVERSE STRUCTURE:

FRAMES 1 THRU 19 = 18" x 6" x 1/2" FLG PL

FRAMES 19 THRU 50 = 14" x 7" x 1/2" FLG PL

MAIN DECK PLATING:

FRAMES 0 THRU 19 (6" AFT) = 3/4" PLATE

FRAMES 19 (6" AFT) THRU 50 = 3/8" PLATE

LONGITUDINAL STRUCTURE:

FRAMES 1 THRU 19 = L7" x 4" x 3/8"

FRAMES 19 THRU 50 = L3" x 2" x 3/8"

GENERAL NOTES

2. ALL STEEL PLATING TO BE ABS GRADE A MILD STEEL.

3. ALL STRUCTURAL SHAPES TO BE ASTM A36,

4. ALL WELDING INFORMATION SHOWN ON CONTRACT DRAWING #843-B380-01.

5. ALIGNMENT OF STRUCTURAL MEMBERS SHALL BE IN ACCORDANCE WITH IACS NO.47, "SHIPBUILDING AND REPAIR QUALITY STANDARD".

6. DIMENSIONS ARE TO THE MOLDED LINE, UNLESS OTHERWISE NOTED.

7. VESSEL STRUCTURE DESIGNED FOR DECK LOADING OF 5,000 PSF, FRS. 0-19 AND 1000 PSF FOR ALL OTHER AREAS, EXCEPT MANHOLES.

8. CAD USERS: THIS DRAWING IS INTENDED TO PROVIDE A LEVEL OF DETAIL REQUIRED FOR ABS REVIEW AND FOR ACCURATELY BIDDING ON THIS VESSEL. USERS ARE RESPONSIBLE TO VERIFY ALL INFORMATION FOR DIMENSIONAL ACCURACY WHEN

ORDERING OR LOFTING MATERIAL.

18"x6"x 1/2" FLG PL, P/S

FRS. 0 THRU 19

REVISIONS

REV DESCRIPTION DATE APPROVED

AUGUST 225, 2019

RNSMDCONB

DECK AND BOTTOM STRUCTURE

200' x 56' x 10'-6"

CESAM FLOATING CRANE BARGE

CORPS OF ENGINEERS

MARINE DESIGN CENTER

DEPARTMENT OF THE ARMY

-3085E

REVDWG. NO.PROJECT NO.SIZE

1 of 2SHEET: 3/16" = 1'-0"SCALE:

843-B307-01

23456789101112

12 11 10 9 8 7 6 5 4 3 2 1

11'-0"

22'-0"

75'-9" DESIGNATED CRANE AREA

232531

BHD

MAIN DECK SURFACE PRESSURES

MAX. DECK LOADING IDENTIFIED FOR KEY AREAS

SCALE: 1/4" = 1'-0"

CRANE CRAWLER SUPPORT AREA, P/S

MAX. DECK LOADING = 5,000 PSF

SURROUNDING CRANE AREA, FWD OF WT BHD 19

MAX. DECK LOADING = 1,000 PSF

GENERAL AREAS, AFT OF WT BHD 19

MAX. DECK LOADING = 1,000 PSF

CRANE ATTACHMENT DUNNAGE AREA, P/S

MAX DECK LOADING = 1,000 PSF

-3085E

REVDWG. NO.PROJECT NO.SIZE

2 of 2SHEET: 3/16" = 1'-0"SCALE:

843-B307-01

1415161718192021222324

24 23 22 21 20 19 18 17 16 15 14 13

RECOMMENDED - SECT CH

SUBMITTED - PROJ ENG

16'-0"

HALF FRAME SPACING @ 2'-0"

4'-0" 2'-0" 4'-0" 2'-0"

TYPICAL FRAME SPACING @ 4'-0" TYPICAL FRAME SPACING @ 4'-0"

10'-0"

DEPTH

@ SIDES

BHD

50 2543 233233343536373839

9-E

11-E

8-E

SIDE SHELL PLATING 7-G

FRAME SPACING TYPICALLY 4'-0", EXCEPT BETWEEN FRAMES 31 THRU 40

PORT SIDE SHOWN, STBD SIDE SIMILAR AND OPPOSITE

LOOKING OUTBOARD AT PORT SIDE SHELL

SCALE: 3/16" = 1'-0"

3/8" SIDE PL

CORNER BRACKET

DET. 2-E

1/2" BILGE PL

L3"x2"x 3/8" TYP. 10"x4"x3/8" FLG PL

TYP.

MAIN DECK PL

SPUDWELL STRUCTURE

SEE DWG 843-B552-01SPUDWELL STRUCTURE

SEE DWG 843-B552-01

SEACHEST CUTOUT

SEE DWG 843-B325-01

FOR MORE INFO

N T

3" LAP

DETAIL 9-E

TYPICAL SIDE PLATE CONNECTION TO TRANSVERSE

FRAMES 0 THRU 19 ONLY

SCALE: 1/2" = 1'-0""

10"x4"x3/8" FLG PL

14"x7"x1/2" FLG PL

MAIN DECK PL

SIDE FENDERS

SEE DET. 6-B

NOTCH DET. 9-D

DET. 8-D

DECK TRANSVERSE

SIDE PL

DET. 6-D

R18"

28"

25"

7" 12"

CORNER BRACKET

3/8" PL

3/4" CORNER PL

HEADLOG PL

SEE DWG 843-B309-01

SIDE PL

10"x4"x3/8" FLG PL

DETAIL 2-F

TYPICAL CORNER BRACKET CONNECTIONS

SCALE: 3/4" = 1'-0""

L3"x2"x3/8"

SIDE FENDER

1" SNIPE, TYP.

15"x5"x1/2" FLG PL

R1", TYP.

3" LAP

R3"

2'-0"

TYP.

8'-0"

2'-0"

11-C 11-C

DETAIL 11-E

TYPICAL SIDE PL CONNECTION

TO TRANSVERSE WATERTIGHT BULKHEADS

SCALE: 1/2" = 1'-0""

WT BHD

SIDE PL

MAIN DECK PL

BILGE PLBOTTOM PL

L3"x2"x 3/8", TYP.

SIDE LONG'L

9"x9"x 3/8" TYP.

SIDE BRACKET

DETAIL 2-E

TYPICAL CORNER PLATING

ISOMETRIC VIEW

SCALE: 3/8" = 1'-0""

HEADLOG PL

CORNER PL

RUB RAILS

BILGE PL

SIDE PL

GENERAL NOTES:

1. ALL MATERIALS AND WORKMANSHIP TO BE IN ACCORDANCE WITH ABS RULES FOR MATERIALS AND WELDING.

2. BUTTS IN PLATES SHALL BE A MINIMUM OF 2" AWAY FROM ANY STRUCTURAL MEMBERS.

3. SEE DRAWING 843-B301-01 FOR WELDING INFORMATION.

4. AUTOCAD USERS: THIS DRAWING IS INTENDED TO PROVIDE A LEVEL OF DETAIL REQUIRED FOR ABS REVIEW AND ACCURATE BIDDING ON THIS ON THIS VESSEL. USERS ARE RESPONSIBLE TO VERIFY ALL INFORMATION FOR DIMENSIONAL ACCURACY WHEN ORDERING MATERIAL. THIS DRAWING HAS BEEN GENERATED FROM A 3-DIMENSIONAL MODEL

WHERE MATERIAL PLATE THICKNESS IS VISIBLE.

MAIN DECK PL

4'-0" TYP.

16'-0"

2'-0"

3" LAP

8" LAP, TYP.

8'-0"

CORNER PL

1/2" BILGE PL

3/8" SIDE PL

TYP.

CORNER BRACKET

SEE DET. 2-F

DETAIL 5-E

TYPICAL RAKE STRUCTURE CONNECTED TO SIDE PLATING

SCALE: 1/2" = 1'-0""

01234

BHD

DET. 11-C

SIDE FENDERS, FS MAIN DECK PL

L3"x2"x3/8"

TYP.

10"

2" TYP.

DETAIL 9-D

TYPICAL NOTCH DETAIL

SCALE: 1" = 1'-0""

L3"x2"x3/8"

SIDE LONG'L

10"x4"x3/8" FLG PL

SIDE PL

2" LAP

2" TYP.

DETAIL 11-D

SIDE LONG'L BRACKETS

SCALE: 1/2" = 1'-0""

3/8" PL

SIDE PL

WT BHD PL

L3"x2"x3/8", TYP.

SIDE LONG'L

17" 11'-101 16" 17" 11'-101

16" 83'-31 2" 83'-31

6'-0" 8'-6"

BHD

50 2543 233233343536373839

6-C6-C

ELEVATION 6-B

SIDE FENDERING LOCATIONS

STARBOARD SIDE SHOWN, PORT SIMILAR

SCALE: 3/16" = 1'-0"

SPUDWELL STRUCTURE

SEE DWG 843-B552-01

R12"

2'-0"

DETAIL 8-E

TYPICAL SIDE PLATE CONNECTION TO TRANSVERSE FRAME

FRAMES 20 THRU 50 ONLY

SCALE: 1/2" = 1'-0""

BILGE PL

MAIN DECK PL

SIDE PL

BOTTOM PL

10"x4"x3/8"

FLG PL

DECK TRANSV.

BOTTOM TRANSV.

L3"x2"x3/8", TYP.

8" LAP

R3"

3" LAP

3" 2"

R12"

14"

DETAIL 8-D

BOTTOM TRANSV. TO SIDE TRANSV.

SCALE: 1" = 1'-0""

BOTTOM PL

1/2" BILGE PL

SIDE PL

10"x4"x 3/8" FLG PL

BOTTOM TRANSV.

8" LAP

R3"

3" LAP

R1"

R3"

10"

12"

DETAIL 6-D

DECK TRANSV. TO SIDE TRANSV.

SCALE: 1" = 1'-0""

10"x4"x3/8"

FLG PL

DECK TRANSV.

MAIN DECK PL

3/8" SIDE PL

BHD

50 2543 233233343536373839

SECTION 6-C

SCALE: 3/16" = 1'-0"

45°

SIDE FENDER

SIDE PL

SIDE LONG'L

DETAIL 2-D

TYPICAL END OF SIDE FENDER

SCALE: 3/4" = 1'-0""

MAY MAKE INDEPENDANT SUB-ASSY OF HULL GEOMETRY AND BULKHEAD PART FILES

TO DISPLAY NEEDED MODEL INFORMATION IN EFFCIENT WAY

CUT BACK AT ENDS

GENERAL NOTES

2. ALL STEEL PLATING TO BE ABS GRADE A MILD STEEL.

3. ALL STRUCTURAL SHAPES TO BE ASTM A36,

4. ALL WELDING INFORMATION SHOWN ON CONTRACT DRAWING #843-B380-01.

5. ALIGNMENT OF STRUCTURAL MEMBERS SHALL BE IN ACCORDANCE WITH IACS NO.47, "SHIPBUILDING AND REPAIR QUALITY STANDARD".

6. DIMENSIONS ARE TO THE MOLDED LINE, UNLESS OTHERWISE NOTED.

7. VESSEL STRUCTURE DESIGNED FOR DECK LOADING OF 5,000 PSF, FRS. 0-19 AND 1000 PSF FOR ALL OTHER AREAS, EXCEPT MANHOLES.

ORDERING OR LOFTING MATERIAL.

REVISIONS

REV DESCRIPTION DATE APPROVED

AUGUST 5, 2019

SIDE SHELL PLATING

200' x 56' x 10'-6"

CESAM FLOATING CRANE BARGE

CORPS OF ENGINEERS

MARINE DESIGN CENTER

DEPARTMENT OF THE ARMY

-3085E

REVDWG. NO.PROJECT NO.SIZE

1 of 1SHEET: AS NOTEDSCALE:

843-B307-02

23456789101112

12 11 10 9 8 7 6 5 4 3 2 1

RECOMMENDED - SECT CH

SUBMITTED - PROJ ENG

WT BHD

50 2543

PARTIAL BHD

38 35 33

FR 0

FR 3

wt4 wt4 fr5 fr5 wt10 wt10

WT BHD 19

fr20 fr20 fr21 fr21 fr22 fr22 fr23 fr23 fr25 fr25 wt31 wt31

WT BHD 40

fr41 fr41 fr46 fr46 fr47 fr47 fr48 fr48 fr49 fr49

FR50

fr26 fr26 fr27 fr27 fr29 fr29 fr30 fr30 hfr31.5 hfr31.5 hfr33.5 hfr33.5 fr34 fr34 hfr35.5 hfr35.5 fr36 fr36 hfr37.5 hfr37.5 fr38 fr38 hfr38.5 hfr38.5 fr39 fr39 hfr39.5 hfr39.5 fr42 fr42 fr43 fr43 fr44 fr44 fr45 fr45 frame spacing guide scale = .02084

SCALE FRAME SPACING GUIDE BLOCK TO

.020833

11'-0"

22"

TYP.

26'-6"

H-H

3/4" HEADLOG/STERNLOG PL

15"x5"x 3/8" FLG PL, w/3" FLG

SEE DET. 26-G

CORNER BRACKETS, TYP.

SEE DWG 843-B307-02

N T

CL VESSEL

BILGE PL

SEE DWG 843-B307-02

3/4" CORNER PL ASSEMBLY

SEE DWG 843-B307-01

HEADLOG/STERLOG - FRAMES 0 & 98

HEADLOG SHOWN, STERNLOG SIMILAR

LOOKING FORWARD

MAIN DECK PL

N T

7'-4" 9'-8"

6" LAP TYP.

28"

8" LAP, TYP.

28"

28'-0"

11'-0" 18'-4"

5'-6"

TYPICAL FORWARD RAKE FRAME

FRAMES 1, 2, & 3

FRAME 3 SHOWN

LOOKING AFT

CL VESSEL

N T

10"x4"x 3/8" FLG PL

TYP.

L8"x8"x1"

VERT., TYP.

L6"x6"x3/4"

DIAG., TYP.

14"x7"x 1/2" FLG PL, TYP.10"x4"x 3/8" FLG PL

TYP.

2'-0" 4'-0"

6'-0" 8'-0"

28"

R3" TYP.

10'-6" @ CL

28"

1" TYP.

10'-0"

@ SIDES

22"

TYP.

TYPICAL WATERTIGHT BULKHEAD

BULKHEAD FRAME 4, 10, 19, & 46

NO WATERTIGHT DOOR CUT-OUTS

BULKHEAD 4 SHOWN

LOOKING FORWARD OR AFT

3/8" PL

CL VESSEL

L3"x3"x 3/8", TYP.

SIDE LONG'L BRACKETS

SEE DWG 843-B307-02

N T

28'-0"

6" LAP, TYP.

5'-6" 7'-4" 9'-8" 5'-6"

8" LAP, TYP.

11'-0"

TRUSS FRAMES 5 THRU 9, & 11 THRU 18

FRAME 5 SHOWN

LOOKING AFT

CL VESSEL

10"x4"x3/8" FLG PL, TYP.

14"x7"x 1/2" FLG PL, TYP.

L6"x6"x3/4" DIAG

TYP.

L8"x8"x1", TYP.

N T

2'-0" 4'-0"

6'-0" 8'-0"

10'-6" @ CL

28'-0" 28'-0"

11'-0" 11'-0"

STIFF. SPC. =

3" DECK RADIUS

22"

10'-0"

22" TYP.

WATERTIGHT BULKHEAD 10

STIFFENERS ON FWD SIDE OF BHD

LKG AFT

CL VESSEL

3/4" DECK PL

LINE UP VERTICALS WITH TENN-TOM TOWKNEES

3/8" BHD PL

L4"x3"x3/8"

L3x2x3/8"

SIDE LONGITUDINALS

3/8" SIDE PL

3/8" BILGE PL

L3"x2"x3/8"

SIDE LONG'L

3" DECK RADIUS

17'-0" 22'-0" 17'-0"

12" BILGE RADIUS

WATERTIGHT BULKHEAD 19

STIFFENERS ON FWD SIDE OF BHD

LKG AFT

CL VESSEL3/4" MAIN DECK PL

(FRAMES 0 THRU 38 ONLY) 3/8" PL

7'-4"

8" LAP, TYP.

7'-4" 9'-2" 7'-10"

8" LAP, TYP.

3'-8" 11'-0" 26-A

26-A

GUGW

FRAME 20

LOOKING AFT

CL VESSEL

N T

D 10"x4"x3/8"

FLG PL, TYP.N

R3", TYP.

14"x7"x 1/2" FLG PL

N T

10"x4"x3/8"

FLG PL, TYP.

4" XS PIPE

DET. 28-A

TYP.

7'-10" 20'-2"

FRAMES 21 & 23

FRAME 21 SHOWN

LOOKING AFT

3/8" PL

CL VESSEL

3/8" PL L3"x3"x 3/8", TYP.

N T

D 7'-10"

10"

20'-2"

3'-73 4" 11'-0"

18'-33 4"

FRAME 23

RIGGING ROOM, NO CENTERLINE LONG'L BULKHEAD, 2FT FRAME SPACING

PORT SIDE SHOWN, STBD SIDE SIMILAR

LKG AFT

3/8" PL

VERT. STIFF.

N T

CL VESSEL

PIPE STANCHION

FLG PL

22'-2" 20'-2"

FRAME 22

FORWARD SPUDWELLS, RIGGING ROOM

LOOKING AFT

CL VESSEL SPUDWELL STRUCTURE

SEE DWG. 843-B552-01

N T

SPUDWELL STRUCTURE

SEE DWG. 843-B552-01

FRAMES 25 & 25

POTABLE TANK SHOWN

LOOKING AFT

CL VESSEL

N T

4" X

PE POTABLE

TANK

TANK TOP

TANK BOTTOM

7'-4"

2'-0" 2'-2"

7'-4" 2'-8"

2'-8" 4'-2" 10'-2" 11'-0" 11'-0"

FRAME 26

SEWAGE TANK & POTABLE WATER TANK

ONLY USE 304L STAINLESS STEEL FOR POTABLE TANK STRUCTURE

LOOKING AFT

CL VESSEL

N T

TANK TOP PL

TANK BOTTOM

L5"x5"x3/8" L5"x5"x3/8"SEWAGE

TANK

4" X

L5"x5"x3/8" TYP.

FS 3/8" 304L SS PL

(POTABLE TANK ONLY)

14"x7"x3/8" FLG PL, TYP.

L5"x5"x 3/8", TYP. L3"x3"x 3/8"

TYP.

3/8" PL

14"x7"x 1/2" FLG PL

TYP. FOR IWO CUTOUTS

5'-18" HIGH

FLAT SURFACE

@ SIDES

24"

16" 261

STERNLOG - FRAME 50

LKG AFT

CL VESSEL

N T

FRAME 27 & 28

SEWAGE TANK & POTABLE TANK

ONLY USE 304L STAINLESS STEEL FOR POTABLE TANK STRUCTURE

LOOKING AFT

CL VESSEL

N T

BAIER RAISED BOLTED MANHOLE

MODEL# BMHC15x23x2.5BZ

2 REQ'D, P&S

SEE DWG 843-B311-01

POTABLE

TANK

SEWAGE

TANK

N T

TANK BOTTOM

TANK TOP

L3"x2"x3/8" 304L SS, TYP.

(POTABLE TANK ONLY)

7'-4" 7'-4" 3'-8"

18'-4"

29-G 29-G

28-G 28-G

FRAME 29

END PLATES OF SEWAGE TANK & POTABLE TANK

ONLY USE 304L STAINLESS STEEL FOR POTABLE TANK STRUCTURE

LOOKING AFT

N T

CL VESSEL

3/8" PL

N T

D 3/8" 304L SS PL

(POTABLE TANK ONLY)

4" X

14"x7"x 1/2" FLG PL

N T

4" X

LONG'L SS BHD SECTION

IWO POTABLE TANK

TANK TOP

TANK BOTTOM

L5"x5"x 3/8", TYP.

TANK BHD VERT. STIFF.

TANK SIDE PL

304L S.S.

L5"x5"x3/8" TYP.

GENERAL NOTES:

1. ALL WELDING, MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ABS RULES FOR BUILDING AND CLASSING STEEL VESSELS FOR SERVICE ON RIVERS AND INTRACOASTAL WATERWAYS, LATEST EDITION.

THIS VESSE IS TO BE CLASSED FOR "MALTESE CROSS A-1 BARGE, RIVERS & INTRA-COASTAL WATERWAYS SERVICE

WITH "REINFORCEMENT B" NOTATION.

2. ALL STEEL PLATING IS TO BE ABS GRADE A MILD STEEL, UNLESS NOTED OTHERWISE.

3. ALL STRUCTURAL STEEL SHAPES TO BE ASTM A36.

4. DRAWING VIEWS ARE TYPICALLY LOOKING AFT, UNLESS NOTED OTHERWISE.

5. TRANSVERSE FRAME SPACING TYPICALLY 4'-0" THROUGHOUT LENGTH OF VESSEL,

EXCEPT IN BETWEEN BULKHEADS 31 & 40, WHERE 2'-0" HALF FRAME SPACING OCCURS.

N T

14"x7"x 1/2" FLG PL

N T

14"x7"x 1/2"

FLG PL

14"x7"x 1/2"

FLG PL

18"x6"x 1/2" FLG PL

18"x6"x3/8"

FLG PL

18"x6"x 1/2" FLG PL, TYP.

GENERAL NOTES

2. ALL STEEL PLATING TO BE ABS GRADE A MILD STEEL, EXCEPT FOR POTABLE TANK PLATES WHERE 304L SS SHALL BE USED.

3. ALL STRUCTURAL SHAPES TO BE ASTM A36, EXCEPT FOR POTABLE TANK COMPONENTS WHERE 304L SS SHALL BE USED.

4. ALL WELDING INFORMATION SHOWN ON CONTRACT DRAWING #843-B380-01.

5. ALIGNMENT OF STRUCTURAL MEMBERS SHALL BE IN ACCORDANCE WITH IACS NO.47, "SHIPBUILDING AND REPAIR QUALITY STANDARD".

6. DIMENSIONS ARE TO THE MOLDED LINE, UNLESS OTHERWISE NOTED.

7. VESSEL STRUCTURE DESIGNED FOR DECK LOADING OF 5,000 PSF, FRS. 0-19 AND 1000 PSF FOR ALL OTHER AREAS, EXCEPT MANHOLES.

ORDERING OR LOFTING MATERIAL.

REVISIONS

REV DESCRIPTION DATE APPROVED

AUGUST 19, 2019

TRANSVERSE STRUCTURE

200' x 56' x 10'-6"

CESAM FLOATING CRANE BARGE

CORPS OF ENGINEERS

MARINE DESIGN CENTER

DEPARTMENT OF THE ARMY

-3085E

REVDWG. NO.PROJECT NO.SIZE

1 of 3SHEET: 1/4" = 1'-0"SCALE:

843-B309-01

23456789101112

12 11 10 9 8 7 6 5 4 3 2 1

8" 8"

18'-4"

FRAME 30

FOR MORE INFORMATION SEE FRAME 29

LOOKING AFT

CL VESSEL

N T

4" X

12'-10" 4'-2" 11'-0"

FRAMES 31 1/2 THRU 33

FRAMES 31 1/2 SHOWN

LOOKING AFT

N T

CL VESSEL

N T

L3"x3"x 3/8"

12'-10"

4'-2"

4'-0"

30" 24"

2" TYP.

78"

TYP.

FRAMES 33 1/2 & 35 1/2

LOOKING AFT

CL VESSEL

3/8" BHD

N T

CUT

SUIT

CUT

SUIT

14"x7"x 1/2" FLG PL 10"x4"x3/8"

FLG PL

14"x7"x 1/2" FLG PL

N T

L3"x3"x3/8", TYP.

L3"x3"x3/8"

3'-0" 9'-10" 4'-2"

11'-0"

23'-10"

FRAMES 34, 34 1/2, & 35

FRAME 34 SHOWN

LOOKING AFT

CL VESSEL

N T

3/8" PL

L3"x3"x3/8"

L3"x3"x 3/8"

4'-2" 23'-10"

FRAME 36, 36 1/2, 37

FRAME 36 SHOWN

LOOKING AFT

N T

CL VESSEL

14"x7"x 1/2" FLG PL

TYP.

6'-0" 8" 8" 7'-4" 7'-4" 11'-0" 11'-0"

23'-10"

FRAMES 37 1/2 & 38 1/2

FRAME 37 1/2 SHOWN

LOOKING AFT

N T

LONG'L BHD

CL VESSEL

N T

14"x7"x 1/2" FLG PL

TYP.

14"x7"x 1/2" FLG PL

TYP.

12'-10"

4'-2"

3'-4"

CLEAR

12" LAP 7'-4"

11'-0"

R6"

FRAME 38

FOR MORE INFORMATION SEE FRAME 37 1/2

LOOKING AFT

CL VESSEL

TANGENT BEND

10"x4"x3/8" FLG PL

3/8" PL

L3"x3"x3/8", TYP.

14"x7"x 1/2" FLG PL

3'-4"

12'-10"

14'-0"

FRAME 35.5

LOOKING AFT

N T

CL VESSEL

WT DOOR

CUT TO

SUIT

STATEROOM BHD

FRAME 38.5

FOR MORE INFORMATION SEE FRAME

LOOKING AFT

N T

CL VESSEL

N T

CL VESSEL STAIRWELL COAMING

4"x3/8" FB

FRAMES 39 & 39 1/2

FRAME LOOKING AFT

8'-10" 1'-5"

FRAMES 39 & 39 1/2

FRAME 39 1/2 SHOWN

LOOKING AFT

CL VESSEL 4"x3/8" FB, TYP.

N T

18" TYP.

30" 9"

78"

TYP.

22'-0", FUEL OIL TANK

OILTIGHT BULKHEAD 40

STIFFENERS ON FORWARD SIDE OF BULKHEAD

FOR INFO NOT SHOWN, SEE TYPICAL WATERTIGHT BULKHEAD

LOOKING AFT

3/8" BHD PL

CL VESSEL

N T

O T

, F S

OIL TIGHT WELDING ON AFT SIDE BHD PL

NON-WATERTIGHT ON FWD SIDE

CUT

SUIT

CUT

SUIT

L5"x5"x1/2" IWO TANK ONLYL3"x3"x 3/8", TYP.

L3"x3"x 3/8", TYP.

17'-0" 2'-8"

10'-2" 2'-8" 10'-15 8"

3'-0" 3'-6"

FRAME 41

FUEL OIL TANKS, AFT SPUD WINCH ROOMS

PORT SIDE SHOWN, STBD SIDE SIMILAR

LKG AFT

10x4x3/8 FLG PL

CL VESSEL

SPUD WINCH FOUNDATION

SEE DWG 843-B552-01

3/8" PL

RAISED HATCH

P/S

N T

O T

FRAME 42

LKG AFT

15" MH

TYP.

15"x23" MH

TYP.

30"

TYP.

6" TYP.

5'-6"

5'-0"

R71

2", TYP.

2'-9"

FRAME 43

LOOKING AFT

3/8" PL

14"x7"x 1/2" FLG PL

10"x4"x3/8" FLG PL

CL VESSEL

4" X

3/8" PL, TYP.

48"

78"

TYP.

18" TYP.

30" 30"

12" 12"

WATERTIGHT BULKHEAD 31

WATERTIGHT DOOR LOCATIONS

STIFFENERS ON AFT SIDE

3/8" BHD PL

CL VESSEL

N T

L3"x3"x 3/8", TYP.

N T

4" X

N T

-3085E

REVDWG. NO.PROJECT NO.SIZE

2 of 3SHEET: 1/4" = 1'-0"SCALE:

843-B309-01

1415161718192021222324

24 23 22 21 20 19 18 17 16 15 14 13

51"

5'-6" 9'-2" 7'-10" 5'-6"

FRAME 44

FUEL TANK & PARTIAL BULKHEADS

LOOKING AFT

3/8" PL

3/8" PL, TYP.

L3"x3"x 3/8"

TYP.

CL VESSEL

4" X

3/8" PL

8" LAP

FRAME 45

AFT SPUDWELLS AND FUEL TANK COMPARTMENTS

LOOKING AFT

10"x3/8" FLG PL

CL VESSEL

3/8" PL

N T

SPUDWELL STRUCTURE

SEE DWG 843-B552-01

N T

4" X

N T

22"

TYP.

OILTIGHT BULKHEAD 46

STIFFENERS ON AFT SIDE OF BULKHEAD

LOOKING FORWARD

3/8" BHD PL

SIDE LONG'L BRACKET

SIDE PL

BILGE PL3/8" TANK BOTTOM PL, FS

CL VESSEL

L5x5x3/8 BHD STIFF.

IWO TANK BHD PL ONLY

L3"x3"x 3/8", TYP.

DETAIL 29-G

POTABLE TANK OUTBOARD SIDE PLATE

LOOKING INBOARD

SCALE: 1" = 1'-0"

DETAIL 29-G

POTABLE TANK BOTTOM PLATE

LOOKING DOWN

SCALE: 1" = 1'-0"

N T

L3"x3"x 3/8", TYP.

8" LAP, TYP

5'-6" 18'-4"

TYPICAL AFT RAKE FRAMES

FRAME 47 SHOWN, FRAMES 48 & 49 SIMILAR

LOOKING AFT

CL VESSEL

N T

L8"x8"x1", TYP.

BOTTOM PL

14"x7"x 1/2" FLG PL

10"x4"x 3/8"

FLG PL

R1" TYP.

DETAIL 32-E

FUEL TANK BOTTOM PLATE AT LONG CENTERLINE

LOOKING AFT

SCALE: 1" = 1'-0"

3/8" PL

3/8" PL, CL LONG'L BHD

3/8" TANK BOTTOM PL

3/8" PL

VERT. STIFFENER

CL VESSEL

CUT HEIGHT

TO FIT

4" 3"

14"

DETAIL 26-A

TYPICAL VERTICAL STANCHION

LOOKING INBD/OUTBD

SCALE: 3/4" = 1'-0"

L3"x2"x3/8"

BOTTOM LONG'L

DET. 27-D

BOTTOM PL

MAIN DECK PL

DET. 27-D

CL STANCHION

14"x7"x 1/2" FLG PL 6"x6"x 3/8" PL

DET. 25-D

DETAIL 25-D

STANCHION FLANGE STIFFENER

SCALE: 3/4" = 1'-0"

1" SNIPE

1/2" PL

DETAIL 27-D

STANCHION FLANGE STIFFENER

SCALE: 3/4" = 1'-0"

1/2" PL

14"x7"x 1/2"

FLG PL

6"x6"x 3/8" PL

15"

CUT TO FIT

6" LAP

R2"

8" LAP

R11 2"

R12"

R3"

SECTION 26-G

TYPICAL HEADLOG VERTICAL STIFFENER CONNECTION

SCALE: 3/4" = 1'-0"

L3"x2"x3/8"

L7"x4"x3/8"

MAIN DECK PL

15"x3/8" FLG PL w/5" FLG

HEADLOG PL

BOTTOM PL

SPUDWELL TOP INSERT PL

MAIN DECK PL

DETAIL 26-E

DECK TRANSVERSE CONNECTION TO SPUDWELL CENTER STRUCTURE

SCALE: 1" = 1'-0"

DETAIL 26-D

BOTTOM TRANSVERSE CONNECTION TO SPUDWELL CENTER STRUCTURE

SCALE: 1" = 1'-0"

7'-4"

19'-4" 18'-4"

22"

TYP.

2'-0" TYP.

3" TYP.

DETAIL 30-G

POTABLE TANK TOP PLATE

LOOKING DOWN AT TOP OF TANK

SCALE: 1/4" = 1'-0"

3/8" 304L SS PL

N T

, 1 1'

-0 " O

FR. 29

FR. 28

FR. 27

FR. 26

L5"x5"x3/8"

TYP.

L5"x5"x3/8"

TYP.

309L SS PL

LONG'L BHD

3/8" PL

L3"x2"x3/8"

FR. 25

L5"x5"x3/8"

TYP.

7'-4"

18'-4"

22"

TYP.

2'-0" TYP.

2'-4" 28-E 28-E

28-D 28-D

HD HD

3/8" 304L SS PL

L5"x5"x3/8"

TYP.

3/8" PL, FS

TYP.

FR. 29

FR. 28

FR. 27

FR. 26

FR. 25

309L SS PL

LONG'L BHD

3/8" PL

N T

, 1 1'

-0 " O

L5"x5"x3/8"

TYP.

DETAIL 28-G

POTABLE TANK BOTTOM PLATE

LOOKING DOWN AT BOTTOM OF TANK

SCALE: 1/4" = 1'-0"

CUT HEIGHT

TO FIT

30-A 30-A

14"x7"x 1/2" FLG PL

DETAIL 28-A

TYPICAL VERTICAL STANCHION

LOOKING FWD/AFT

SCALE: 3/4" = 1'-0"

MAIN DECK PL

4" XS, SCH. 80

STEEL PIPE

SCH. 80

14"x7"x 1/2" FLG PL

6"x6"x 3/8" PL

6"x6"x 3/8" PLCUT TO MATCH

CAMBER

CL STANCHION

BOTTOM PL

DET. 27-D

2" R1

2" TYP.

MAIN DECK PL

14"x7"x 1/2" FLG PL

DETAIL 35-B

TYPICAL NOTCH FOR L3"x2"x 3/8" DECK LONG'L

SCALE: 1" = 1'-0"

L3"x2"x3/8"

2" R1

2" TYP.

14"x7"x 1/2" FLG PL

BOTTOM PL

DETAIL 35-A

TYPICAL NOTCH FOR L3"x2"x 3/8" BOTTOM LONG'L

SCALE: 1" = 1'-0"

2" TYP.

DETAIL 34-B

TYPICAL NOTCH FOR L3"x2"x 3/8" DECK LONG'L

SCALE: 1" = 1'-0"

18"x6"x1/2" FLG PL

MAIN DECK PL L7"x4"x3/8"

6" 3"

SECTION 30-A

SCALE: 3/4" = 1'-0"

L3"x2"x3/8"

BOTTOM LONG'L

14"x7"x 1/2" FLG PL

6"x6"x 3/8" PL

BOTTOM PL

4" STEEL PIPE

7'-21 16"

7'-4"

DETAIL 28-E

TYPICAL INTERNAL STRUCTURE OF POTABLE TANK

LOOKING AFT

SCALE: 1/4" = 1'-0"

TANK TOP

TANK BOTTOM PL

TANK OUTBD PL

TANK INBD PL

DETAIL 28-D

TYPICAL SWASH BULKHEAD OF POTABLE WATER TANK

LOOKING AFT

SCALE: 1/4" = 1'-0"

TANK TOP

TANK BOTTOM

3/8" SS PL

3/8" PL

11'-0"

OFF CL MAIN DECK PL

DETAIL 30-E

POTABLE TANK ENDS

LOOKING DOWN AT BOTTOM OF TANK

SCALE: 1/4" = 1'-0"

TANK TOP

TANK BOTTOM

3/8" 304L SS PL

L3" x2"x3/8"

DECK LONG'L

L3" x2"x3/8"

DECK LONG'L

N T

D L3"x2"x3/8" 18'-4"

WELD TO TANK SIDES ONLY

-3085E

REVDWG. NO.PROJECT NO.SIZE

3 of 3SHEET: 1/4" = 1'-0"SCALE:

843-B309-01

2627282930313233343536

36 35 34 33 32 31 30 29 28 27 26 25

RECOMMENDED - SECT CH

SUBMITTED - PROJ ENG

56'-0"

11'-0"

17'-0"

200'-0"

16'-0" 24'-0" 36'-0" 24'-0" 24'-0" 36'-0" 24'-0" 16'-0"

48'-0"

20'-2"

5'-6" OFF CL 5'-6" OFF CL

CENTERLINE

11'-0" OFF CL STBD 11'-0" OFF CL STBD

18'-4" OFF CL

3'-8" OFF CL3'-8" OFF CL

PORT 11 OFF CL PORT 11 OFF CL

EE EE

EH EH EK EK

EL EL

R3" LIMBER HOLES, TYP.

5'-0"

3'-3" 5'-4"

43 2550 46

BHD

5'-6" OFF CL LONGITUDINAL STRUCTURE

STBD SIDE SHOWN, PORT SIDE SIMILAR AND OPPOSITE

FRAME SPACING TYPICALLY = 4'-0"

LOOKING INBOARD

15"x5"x 3/8" FLG PL

3/8" PL L8"x8"x1", TYP.

L3"x2"x 3/8", TYP.

HEADLOG PL

10'-6" @ CL

24'-0" FUEL TANK

36'-0"

16'-0" 48'-0" 36'-0" 24'-0" 16'-0"

3'-0" 3'-0"

10'-0"

15" TYP.

3'-0" 10'-0" 8'-0" 3'-0" 14'-0" 16'-0" 3'-0"

43 2550 46

BHD

CENTERLINE LONGITUDINAL STRUCTURE, ELEVATION 7-F

SCALE: 3/16" = 1'-0"

3/8" FUEL TANK BHD

36"x18" CUTOUTS, TYP.

SEE DET. 5-C

L3"x2"x3/8"

FUEL TANK

BOTTOM PL

OT BHD

3/8" PL, TYP.

CUTOUT FOR

WT DOOR

3/8" PL

2'-0" 2'-6"

5'-0"

30" 24" 36" 70" 78"

5'-0"

18" 43 2550 46

BHD

3/8" PL, TYP.

STARBOARD LONGITUDINAL BULKHEAD, ELEVATION 7-E

11'-0" STBD OFF CL

LOOKING INBOARD

SCALE: 3/16" = 1'-0"

W T

3/8" PL10"x4"x3/8" FLG, TYP. L3"x3"x3/8", TYP.

VERT. BHD STIFF

3/8" PL, TYP.

TANK ACCESS HATCH

SEE DWG 843-B415-01 4"x3/8" FB

SIM. DET 5-C

W T

, N S

O N

8" 57

8" LAP

DETAIL 12-C

FWD CENTERLINE BHD AT HEADLOG

SCALE: 1" = 1'-0"

2'-0"

LAP

18"

6" LAP

R12"

4'-0"

3'-0"

DETAIL 2-C

TYPICAL…

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