B.08.02_Contract_Drawings_file_2.pdf

DETAIL 14-G

TYPICAL ISOMETRIC VIEW OF BRIDGE-TO-MAIN DECK CORNER DETAIL, 4 PLACES

1" MAIN DECK PLATE TRANSITIONS TO 1/2" MAIN DECK PLATE,

& 3" DECK RADIUS TRANSITIONS TO SQUARE CORNER

AREA NEAR FRAME 53 ON STARBOARD SIDE SHOWN

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

BRIDGE SIDE PL

BRIDGE SKIN PL

1" MAIN DECK PL

HULL SIDE PL

GUNWALE R3" DECK RADIUS

(RADIUS TRANSITIONS

TO SQUARE CORNER)

1/2" MAIN DECK PL

W24x176 COLUMN

1"

DETAIL 18-G

W24x176 CONTINUOUS COAMING GIRDER

AT PORT END OF CANTILEVER ONLY

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

1" BRIDGE DECK PL

INBD FLG.

WEB OF W24x176

COAMING GIRDER

CONTINUOUS

CUT AWAY OUTBD FLG.

FLUSH TO WEB FACE

CUT AWAY OUTBD FLG.

FLUSH TO WEB FACE

INBD FLG.W24x176, 45'-6" TRANSV. BEAM

(CONTINUOUS)

5/16

G

BACKGOUGE

BEVEL TO BE ON OUTSIDE OF WEB

AT END TRANSV. BEAMS

G

1" TYP.

DETAIL 14-D

TYPICAL CORNER OF BRIDGE FOUNDATION STRUCTURE & PLATING

PLAN VIEW

SCALE: 3" = 1'-0"

3/8" BRIDGE SIDE PL

FLG OF W24x176 COLUMN

3/8

8"

3'-115 8"

1'-117 8"

16"

16" 3"

16"

DETAIL 18-G

TYPICAL WALKWAY BRACKET AND BRIDGE STRUCTURE

ON FWD & AFT SIDES OF BRIDGE DECK

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

16"x 3/4" COAMING

DET. 23-A OR 24-A

W24x176 BRIDGE TRANSV. BEAM

TYP.

BRIDGE DECK PL

1" SNIPE

TYP.

R1"

1/2" PL

3/8

4'-4" 7'-9" 8'-9" 8'-9"

2'-6"

TYP.

1'-3" 1'-3" 1'-3"

3'-73 4"

TYP.

1'-3" 6" TYP.

3'-83 4"

SIDE PL

HEIGHT

1"

1" TYP.

SKIN PLATING, FWD & AFT ENDS, ELEVATION 22-G

AFT END SKIN PLATE & STRUCTURE SHOWN, LOOKING AFT

FWD END PLATE SIM. & OPP.

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

18"x24" CUTOUTS FOR

NABRICO MODEL DF464-5

HINGED SIDE SHALL BE OUTBD

W24x176 TRANSV.

BRIDGE DECK BEAM

BRIDGE DECK, 17'-0" ABL

MAIN DECK, 11'-0" ABL

L6"x4"x3/8", TYP.

BRIDGE SIDE PL, P/S

NOTE:

INSTALL THE FWD & AFT END SKIN PLATE AFTER INSTALLATION

OF W24x176 BRIDGE STRUCTURE ON MAIN DECK.

3/4" BRIDGE END SKIN PL3/4" BRIDGE END SKIN PL

TYP. ALL SIDES

DETAIL 21-A

BILGE PLATE CONNECTIONS

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

W24x176 COLUMN

W24x176 TRANSV. BEAM

5"x1 3/8" PL STIFFENERS

ALIGNED WITH COLUMN FLANGES

SEE DET. 18-C

BILGE PL BOTTOM PL

SIDE PL

3/8

TYP.

1'-0"

DETAIL 21-E

BRIDGE DECK END CONNECTION

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

12"x12" TEE CUT FROM W24x176 w/ONE FLG INTACT

BRIDGE DECK PL

BRIDGE SIDE PL

W24x176 COLUMN

STIFFENER

DET. 18-C

STIFFENERS

DET. 18-C

INTERCOSTAL W24x176

SEE DET. 18-E

STIFFENERS

DET. 18-C

BACKGOUGE

TYP. FOR COLUMN/BEAM FLG TO FLG

& WEB CONNECTIONS R1 1/2"

TYP.

W24x176 BRIDGE TRANSV. BEAM

CONTINUOUS

3/8 TYP. FOR ALL TEE FLG

TO BEAM & COLUMN FLG

CONNECTIONS

DETAIL 21-C

MAIN DECK CONNECTIONS

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

W24x176 COLUMN

BRIDGE SIDE PL

DET. 18-C

MAIN DECK PL

W24x176 BEAM

SIDE PL

R1 1/2", TYP.

BACKGOUGE

TYP. FOR COLUMN FLG

TO MAIN DECK PL CONNECTIONS

ABV./BEL. MAIN DECK

TYP. FOR COLUMN WEB

TO MAIN DECK CONNECTIONS

FULL- PENN WELDS

DET. 18-C

W24x176 COLUMN

INBD EDGE OF W24x176 COLUMN ONLY

BRIDGE SIDE PL SERVES AS BACKING BAR

DETAIL 18-A

TYPICAL W24x176 TO LONG'L BULKHEAD OR SIDE SHELL PLATE

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

W24x176

SIDE PL

OR

LONG'L BHD PL

45'-6"

12"

7'-9"

3"

18'-8"

3"

16"

DEATIL 23-A

FWD END COAMING, 16"x1/2" PL

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

16"x1/2" FB

1/2" PL

12"

16"

3"

7'-9"

18'-8"

3"

45'-6"

16"

DETAIL 24-A

AFT END COAMING, 16"x1/2" PL

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

1/2" PL

3"x3" SNIPE, TYP.

5" TYP.

1'-109 16"

DETAIL 18-C

W24x176 BEAM AND COLUMN WEB STIFFENER DETAILS

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

1 1/2" SNIPE, TYP.

5"x1 3/8" PL, STIFFENERS

ALIGNED WITH ALL TEE FLG TO BEAM/COLUMN FLG CONNECTIONS

& ALL BEAM TO COLUMN FLG CONNECTIONS

TYP. ON BOTH SIDES OF WEB

3/8 3/8

TYP. FOR ALL W24x176 BEAM

AND COLUMN WEB STIFFENERS

DETAIL 18-E

BRIDGE TRANSVERSE BEAM AND LONG'L INTERCOSTAL CONNECTION TYP.

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

1"x1" SNIPE, TYP.

W24x176 TRANSV. BEAM

TYP.

BRIDGE DECK PL

WEB OF VERTICAL

W24x176 COLUMN

INTERCOSTAL W24x176

TYP. BETWEEN TRANSV. BEAMS

W24x176 BRIDGE TRANSV. BEAM, (CONTINUOUS)

TYP.

TYP. FOR ALL LONG'L INTERCOSTAL TOP FLG

TO TRANSV. BEAM FLG. CONNECTIONS

BRIDGE DECK PL SERVES AS BACKING BAR

3/8 3/8

TYP. FOR ALL INTERCOSTAL/TRANSV.

BEAM-WEB CONNECTIONS

TYP. FOR ALL LONG'L INTERCOSTAL

BOTTOM FLG. TO TRANSV. BEAM FLG CONNECTIONS

3" LAP

24"

2" 111 2"

6" 18"

DETAIL 16-H

GUNWALE & MAIN DECK PLATE TRANSITION

TO SQUARE CORNER IWO BRIDGE STRUCTURE

LOOKING DOWN AT MAIN DECK PLATE

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

BRIDGE SIDE PL

W24x176 COLUMN

(ABOVE MAIN DECK PL)

BRIDGE END PL

1/2" MAIN DECK PL

1" MAIN DECK PL

HULL SIDE PL

OUTBD EDGE OF MAIN DECK

INBOARD EDGE OF

GUNWALE PL

DET. 14-D

R11 2"

2" 2"

DETAIL 19-D

WELD SEAM LOCATION OF SIDE PLATES

REFER TO DETAILS 21-C & 14-G

SCALE: 3" = 1'-0"

HULL SIDE PL

BRIDGE SIDE PL

1" MAIN DECK PL

W24x176 COLUMN

W24x176 COLUMN

DETAIL 17-D

SCALE: 3" = 1'-0"

HULL SIDE PL

1" MAIN DECK PL TO HULL SIDE PL

BET. W24x176 BRIDGE COLUMNS &

FWD & AFT OF BRIDGE SUPERSTRUCTURE

BRIDGE DECK PL

5/16 FLG OF W24x176 COLUMN

SERVES AS BACKING BAR

DETAIL 14-E

BRIDGE TRANSVERSE BEAM AND LONG'L INTERCOSTAL CONNECTION TYP.

SIMILAR TO DETAIL 21-E

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

BRIDGE SIDE PL

W24x176 BRIDGE TRANSV. BEAM

(OVERHANG OF CANTILEVER)

BRIDGE DECK PL

12"x12" TEE C/F W24x176

W24x176 INTERCOSTAL

DET. 18-C

DET. 18-C

DET. 18-C

1" TYP.

53 52 51 50 4546474849

ELEVATION 15-A

PORT SIDE PLATE CONNECTIONS TO BRIDGE STRUCTURE, STBD SIDE SIM. & OPP.

FRAMES 45 THRU 53 ONLY

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

BRIDGE SIDE PL

W24x176 COLUMN, TYP.

W24x176 BOTTOM BEAM, TYP.

W24x176 COLUMN, TYP.

DET. 18-C, FLANGE STIFFENER, TYP.

INTERCOSTAL W24x176, TYP.

BRIDGE DECK, 17'-0" ABL

MAIN DECK, 11'-0" ABL

DET. 23-A

BASELINE

SEE DET. 15-C

BRIDGE DECK PL

DET. 24-A

VESSEL SIDE PL

3/8

TYP.

1" 38"

DETAIL 15-C

GUNWALE & MAIN DECK PLATE TRANSITION

TO SQUARE CORNER IWO BRIDGE STRUCTURE

SCALE: 3" = 1'-0"

1" MAIN DECK PL

1/2" MAIN DECK PL

BEND TANGENT OF GUNWALE

HULL SIDE PL (R3" TRANSITIONS TO SQ. CORNER)

BRIDGE SIDE PL

FLG OF W24x176

COLUMN

HULL SIDE PL

R12"

WALKWAY BRACKET

SEE DET. 14-E

BRIDGE DECK PL

(TOP SURFACE)

-3007E

REVDWG. NO.PROJECT NO.SIZE

2 of 5SHEET: AS NOTEDSCALE:

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2'-1115 16" 5'-0" 5'-0"

12'-1115 16"

4'-0"

1'-6" 1'-6" 30-D

30-D

34-F 34-F

BRIDGE DECK PL

CL BRIDGE DECK

ELEVATION 34-D

TRUCK STOP INSTALLATION TO BRIDGE DECK

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

TRUCK DIMENSION NOTES:

- ALL WIDE FLANGE MEMBERS TO BE ASTM A992 GRADE 50 (OR A588

- ALL BRIDGE SIDE & SKIN PLATES TO BE A 36 OR ABS GRADE A

1" PL, TRUCK STOP PL

ASTM A572 GR. 50

BEVEL INBD EDGE OF

TRUCK STOP PL ONLY

FILLET WELD ONLY BETWEEN W10x112 FLGS.

TYP.

4'-0"

8"

1'-10"

TRUCK BED @ 60

LOW DUMP POINT

2'-29 16"

8"

3" FROM

CANTILEVER EDGE

16"

(18xR33 TIRE DIA.)

31-F

31-F

SECTION 31-A

TYPICAL VERTICAL W10x112 TRUCK STOP

MEMBER CONNECTIONS

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

BRIDGE DECK PL

ON CANTILEVER

W10x112

TYP.

SEE DET. 35-B

FOR WELD INFO

1" PL

1" DEFLECTOR PL

FLG. TO FLG.

1'-19 16"

34" TYP. 18" 18"

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

3'-81 2"

12'-6" (HITACHI EH750, BACK TIRE OUTSIDE GAUGE)

5'-1"

8'-91 2"

3'-81 2"

BACK TIRE INSIDE GAUGE

HITACHI EH-750

PLAN 34-F

TRUCK STOP STRUCTURE BELOW

LONG'L HEADER

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

W10x112, TYP.

CL BRIDGE DECK & TRUCK, FR. 49

1" PL, TYP.

ASTM A572 GR. 50

REAR AXLE TIRES OF

HITACHI EH-750

3/8

TYP.

4"

4'-0" 4'-0"

8'-3"

4"

1'-93 4"

32-G

32-G

31-G

31-G

ELEVATION 35-G

TRUCK CURB

8 REQ'D

SCALE: 1" = 1'-0"

BRIDGE DECK PL

3/4" PL

3/8

1'-71 2"

34"

R1" TYP.

R1"

19°

4"

8"

1'-93 4"

SECTION 32-G

SCALE: 1" = 1'-0"

3/4" PL

1/2" PL

R2"

1'-9"

R2"

R1"

R1"

4"

1'-3"

19° 38"

SECTION 31-G

SCALE: 1" = 1'-0"

1/2" PL

3/4" PL

3/8

TYP

SECTION 31-F

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

1" BRIDGE DECK PL

1" PL

W10x122

1" PL

5'-0"

4'-0"

34"

4'-101 2"

2'-29 16"

3'-1"

2'-0" 2'-0" 6"

TYP.

SECTION 31-F

REAR VIEW OF TRUCK STOP, WELD INFO

ANGLED TOP PLATE NOT SHOWN FOR CLARITY

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

1" PL, TRUCK STOP DEFLECTOR PL

ABOVE HEADER

ASTM A572 GR. 50

BRIDGE DECK PL

W10x112 LONG'L HEADER

(CONTINUOUS)

FLG. TO FLG., TYP.

3/8

FLG. TO TRUCK STOP PL

CONNECTION, TYP.

24'-0"

6'-73 4"

8'-9"

8'-9"

8'-9"

6'-58"

5'-5"

53 52 51 50 4546474849

SECTION 27-A

BRIDGE DECK CONNECTIONS

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

TYP. SLOT

SEE DET. 27-G

SEE DET. 18-G

FOR WELD INFO

DET. 27-F

1" TYP. 8"

12"

2'-0" TYP.

2'-0" TYP.

8"

5'-0"

4'-0" 1'-0"

6"

8"

DETAIL 27-F

TYPICAL SLOT WELD LOCATIONS

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

DETAIL 27-G

TYPICAL SLOT WELD DIMENSIONS

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

1"

3"

2"

ELEVATION 35-B

TRUCK STOP LOCATION AT END OF CANTILEVER

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

W24x176 COAMING GIRDER

(CONTINUOUS)

SEE DET. 18-G

STIFFENER

DET. 18-C

TRUCK STOP PL

BRIDGE DECK PL

W24x176 BRIDGE TRANSV. BEAM

(CONTINUOUS)

3/8 FILLET WELD BETWEEN

W10x112 FLGS.

BEVEL FLG OF W10x112

TRUCK STOP PL SERVES

AS BACKING BAR

BACKGOUGE

5/16

ELEVATION 0-0

TRUCK STOPS

2 REQ'D

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

ELEVATION 0-0

SKIN PLATING ON PORT AND STARBOARD SIDES

STBD SIDE SHOWN, LOOKING OUTBOAD FROM INSIDE

PORT SIDE SIMILAR

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

ELEVATION 22-C

RAMP A-FRAME STOP INSTALLATION TO BRIDGE DECK

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

OUTBD W10x112

FLG STIFF ONLY

-3007E

REVDWG. NO.PROJECT NO.SIZE

3 of 5SHEET: AS NOTEDSCALE:

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6"

24'-0"

15'-0" CLEAR

4"

2'-6"

2'-6"

3'-6"

3'-71 4"

8'-3"

TYP.

18" 18"

53 52 51 50 4546474849

TRUCK CURBS

SEE ELEV. 35-G

RAILING FOR BRIDGE DECK

SEE DWG. 817-B425-01

RAMP CONNECTION HINGES

LOCATED ON STARBOARD SIDE

CL BRIDGE

BRIDGE DECK PLAN 27-D

TRUCK STOP, TRUCK CURB, RAMP A-FRAME LOCATIONS

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

TRUCK STOPS

SEE DET. 34-D

AFT BRIDGE COAMING

SEE DET. 24-A

FWD BRIDGE COAMING

SEE DET. 23-A

LANE MARKINGS

PAINTED 6" WIDE

SUPPORT AREA OF

RAMP A-FRAME

A

FT

P

LA

TF

O

RM

SE

E D

W G

-B

7-

FW

D

P

LA

TF

O

RM

SE

E D

W G

-B

7-

PASS-THRU HOLE

FOR RAMP WIRE

PASS-THRU HOLE

FOR RAMP WIRE

SUPPORT AREA OF

RAMP A-FRAME

SUPPORT AREA OF

RAMP A-FRAME SUPPORT AREA OF

RAMP A-FRAME

AFT A-FRAME FWD A-FRAME

CL VESSEL

PORT SIDE SHELL PL

STBD SIDE SHELL PL

END OF CANTILEVER

33-A

33-A BRIDGE ELEVATION 27-A

BRIDGE WITH TRUCK STOPS AND CURBS INSTALLED

LOOKING INBOARD FROM STARBOARD SIDE

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

TRUCK STOP, TYP.

FALL PREVENTION RAILING

FWD & AFT

TRUCK CURB, TYP.

BRIDGE END PL

(FWD)

CL BRIDGE DECK

LOWER SUPPORT COLUMN

FOR A-FRAME, TYP.

MAIN DECK

BRIDGE DECK

BRIDGE END PL

(AFT)

8'-0"

35'-0"

17'-4"

8"

8"

MAX. RAISE ANGLE

RAMP DESIGN LENGTH

6'-0"

RA

M

P

TO

P C

O

NT

AC

T S

UR

FA

C E

RAMP TOP CONTACT SURFACE

RAMP TOP CONTACT SURFACE

A-FRAME SECTION 33-A

AFT A-FRAME SHOWN, FWD A-FRAME SIMILAR

ACTUAL DESIGN TO BE DETERMINED

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

TIE DOWN

END RAMP WIRE

1" BRIDGE DECK PL

WALKWAY BRACKETS

INCLINED BACK LEGS

VERTICAL FRONT LEGS

BRACE

SHEAVE CONNECTION

BRIDGE SIDE

(STBD)

PIPE FOR

WIRE PASS THRU

2"x1/2" FB

1/2" DOUBLER PL 1/2" DOUBLER PL

MAIN DECK PL

LOWER SUPPORT COLUMNS

BRIDGE DECK TO MAIN DECK

BRIDGE SIDE PL

(PORT)

ISOMETRIC VIEW 45-E

BRIDGE DECK STRUCTURE SHOWN

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

-3007E

REVDWG. NO.PROJECT NO.SIZE

4 of 5SHEET: AS NOTEDSCALE:

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TRUCK LOADING CONDITIONS

LOADING CONDITION #1: TRANSIT LOAD WITH MAXIMUM CARGO LOADING - USE LOAD DISTRIBUTION AS SHOWN ON MANUFACTURER CUT SHEET, FOR TRUCKS SHOWN ON THIS DRAWING.

LOADING CONDITION #2: DUMPING LOAD AT END OF CANTILEVER SPAN - PLACE 100% OF MAX. CARGO LOADING ON REAR AXLE + TRUCK WEIGHT DISTRIBUTION W/O CARGO, PER MANUFACTURER CUT SHEETS, FOR TRUCKS SHOWN ON THIS DRAWING.

HITACHI EUCLID EH-750 CATERPILAR 730 & 735

CATERPILAR 730

2 TIRES PER AXLE

3 AXLES

CATERPILAR 735

2 TIRES PER AXLE

3 AXLES

HITACHI EH-750

FRONT AXLE HAS 2 TIRES

REAR AXLE HAS 4 TIRES

-3007E

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5 of 5SHEET: AS NOTEDSCALE:

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DATE

APRD FOR THE DIRECTOR - CHR DES BR

RECOMMENDED - SECT CH

SUBMITTED - PROJ ENG

CHK'D BYDES. BYDR. BY

MARINE DESIGN CENTER

PHILADELPHIA, PA

16'-0"

29'-6" 29'-6"

16'-0"

32'-0" 40'-0" 40'-0"

WT BHD

WT BHD

WT BHD59

WT BHD

WT BHD

WT BHD

98 49 4480 6470 5490 8494 3034 20 14 4

BASELINE

PROFILE 7-F

LOOKING AT STARBOARD SIDE

FRAME SPACING = 2'-0"

2'-0" WL

8'-9"

8'-9"

13'-11 2"

13'-11 2"

WT BHD

WT BHD

WT BHD59

WT BHD

WT BHD

WT BHD

98 49 4480 6470 5490 8494 3034 20 14 4

BOTTOM PLAN 7-C

LOOKING UP AT BOTTOM PLATING

FRAME SPACING = 2'-0"

BOW/STBD END

AFT/STBD END

3/8" BOTTOM PL

CL VESSEL

PORTSIDE CANTILEVER

ABOVE

CL VESSEL

25-LBS

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

TO DISPLAY NEEDED MODEL INFORMATION IN EFFCIENT WAY

GENERAL NOTES:

1. 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.

2. ALUMINUM HULL ANODES SHALL BE DESIGNED FOR USE ON HULLS OF SHIPS, TUGS, BARGES, ETC. ALL ANODES SHALL BE FAIRED OR TAPERED TO MINIMIZE TURBULENCE. ANODES SHALL BE MANUFACTURED WITH MILD STEEL CORE STRAPS. EIGHT (8) ANODES SHALL BE PROVIDED. ANODES SHALL WEIGH 25 POUNDS EACH AND BE

LOCATED GENERALLY AS SHOWN ON THIS DRAWING.

3. ALL ANODES SHALL BE WELDED TO THE HULL AFTER THE PAINT HAS BEEN APPLIED TO THE HULL.

4. ANODES SHALL NOT BE PAINTED.

5. ALL CORE STRAPS SHALL BE PAINTED AFTER WELDING.

6. REPLACE ALUMINUM ANODES EVERY 2 YEARS

7. THE ANODES SHALL BE MANUFACTURED AND INSTALLED IN ACCORDANCE WITH MIL-SPEC MIL-A-24779.

8. THE ANODES SHALL NOT BE INSTALLED IN AN AREA THAT WOULD INTERFERE WITH THE PLACEMENT OF A DOCKING BLOCK ON THE VESSEL'S DRY DOCKING PLAN DEFINE IN CONTRACT DRAWING 817-B170-01.

LOCATIONS OF ANODES

300 LBS OF ALUMINUM ANODES NEEDED

EACH ANODE WEIGHS 25 LBS

12 LOCATIONS SHOWN

REVISIONS

REV DESCRIPTION DATE APPROVED

REFERENCES

3 817-B307-01 DECK AND BOTTOM PLATING

2 817-B215-01 GENERAL ARRANGEMENTS

1 817-B170-01 DRY DOCKING PLAN

NO. DWG. NO. TITLE

JUNE 17, 2019

T. KEYSER, P.E.

JOSEPH RAINIS

RNSMDCONB

CATHODIC PROTECTION

196' x 35' x 11'

CENWK DOCK BARGE

CORPS OF ENGINEERS

MARINE DESIGN CENTER

DEPARTMENT OF THE ARMY

-3007E

REVDWG. NO.PROJECT NO.SIZE

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

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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

PAINT SCHEDULE

GENERAL NOTES:

1. SURFACE PREPARATION FOR ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH STEEL STRUCTURES PAINTING COUNCIL STANDARDS, SSPC-SP10-85 (MEAR WHITE METAL BLAST) THROUGHOUT.

2. PROFILE AFTER BLASTING SHALL BE 1-1/2 TO 2-1/2 MILS IN DEPTH AND JAGGED. ALL MIL SCALE, WELD SPATTER, DIRT, OIL, AND GREASE SHALL BE REMOVED.

IMMEDIATELY UPON COMPLETION OF SURFACE PREPARATION, ALL STEEL SHALL E COATED WITH THE COATING SYSTEM DESCRIBED HEREIN.

3. CONTRACTORS SHALL LIMIT INITIAL COATING TO THE BASE COAT ONLY. IN THIS CASE, OR WHERE PRE-CONSTRUCTION PRIMER IS USED PRIOR TO APPLICATION OF SUBSEQUENT COATS, ALL STEEL SHALL BE EITHER WATER BLASTED OR SAND-SWEPT CLEAN (LIGHT BLAST) AND AND ANY DAMAGED AREAS REPAIRED PRIOR TO APPLICATION OF THE REMAINDER OF THE SYSTEM.

4. THE CONTRACTOR SHALL PROVIDE THE NUMBER OF COATS NECESSARY TO ATTAIN THE DRY FILM THICKNESS SHOWN HEREIN.

THICKNESS APPLIED PER COAT MAY NOT EXCEED THE MANUFACTURER'S RECOMMENDED MAXIMUM THICKNESS.

5. ALL AREAS NEEDING REPAIR SHALL BE CLEANED TO BARE METAL, SPOT BLASTED TO RESTORE PROFILE, AND RE-COATED WITH THE BASE COAT.

6. COLORS SHALL CONFORM TO THE FEDERAL STANDARD NO. 595B COLOR BOOK.

THE BOOK, AS WELL AS INDIVIDUAL PAINT CHIPS (3"x5") SHALL BE PROCURED FROM THE GENERAL SERVICES ADMINISTRATION / SPECIFICATION SECTION.

7. ALL SURFACE PREPARATION AND PAINT APPLICATION SHALL BE IN ACCORDANCE WITH THE COATING MANUFACTURER'S RECOMMENDATIONS AND G.N. (1) ABOVE.

8. ALL PAINTING ON BOTH INTERIOR AND EXTERIOR SURFACES BELOW THE MAIN DECK SHALL BE ACCOMPLISHED/INSEPCTED/ REMEDIED PRIOR TO LAUNCHING OF THE VESSEL.

MARINE DESIGN CENTER STANDARD FLOATING PLANT PAINT SCHEDULE

Document 817-B406-01, Revision - All thicknesses are minimum DFT

Paint Manufacturer PPG/AMERCOAT INTERNATIONAL PAINT SHERWIN-WILLIAMS CARBOLINE JOTUN Area of Vessel - Finish Color/FS595B # Coating Model Number, min. DFT & Color Coating Model Number, min. DFT & Color Coating Model Number, min. DFT & Color Coating Model Number, min. DFT & Color Coating Model Number, min. DFT & Color

If used, pre-construction primers will be approved on a case-by-case basis and must be of the same manufacture as the paint system.

Hull Exterior Below Waterline - Black/17038 1st Coat AMERCOAT 240 w/Additive 880 - 12 mils - Black INTERZONE 505 - 12 mils - Black SherGlass - 12 mils - Black Carboguard 890 Glass Flake -10 mils - Black Jotamastic 87 GF - 10 mils - Black

Hull Markings Only - White/27880 - 2nd Coat AMERCOAT 450 H - 2 mils - White INTERTHANE 990 - 2 mils - White Acrolon 218 HS - 2 mils - White Carbothane 134HG - 2 mils - White Hardtop XP - 2 mils - White

Hull Exterior Above Waterline - Black/17038 1st Coat AMERCOAT 240 w/Additive 880 - 12 mils - Black INTERZONE 505 - 12 mils - Black SherGlass - 12 mils - Black Carboguard 890 Glass Flake - 10 mils-Black Jotamastic 87 GF - 10 mils - Black

2nd Coat AMERCOAT 450 H - 2 mils - Black INTERTHANE 990 - 2 mils - Black Acrolon 218 HS - 2 mils - Black Carbothane 134HG - 2 mils - Black Hardtop XP - 2 mils - Black Hull Markings Only - White/27880 - 3rd Coat AMERCOAT 450 H - 2 mils - White INTERTHANE 990 - 2 mils White Acrolon 218 HS - 2 mils - White Carbothane 134HG - 2 mils - White Hardtop XP - 2 mils - White

Exterior Main Deck - Deck Barge - Deck Red/10076 1st Coat AMERCOAT 240 - 5 mils - Grey INTERTUF 262 - 4 mils - Grey SeaGuard 5000 HS - 5 mils - Grey Carboguard 635 VOC - 5 mils - Grey Jotamastic 80 - 5 mils - Grey

2nd Coat AMERCOAT 240 - 5 mils - Red INTERTUF 262 - 4 mils - Red SeaGuard 5000 HS - 5 mils - Red Carboguard 635 VOC - 5 mils - Red Jotamastic 80 - 5 mils - Red 3rd Coat AMERCOAT 450 H - 2 mils - Red INTERTHANE 990 - 2 mils - Red Acrolon 218 HS - 2 mils - Deck Red Carbothane 134HG - 2 mils - Red Hardtop XP - 2 mils - Deck Red

Alternative Non-Skid System 1st Coat AMERCOAT 240 - 8 mils - Grey INTERTUF 262 - 4 mils - Grey American Safety Technology MS-7ZC Primer Carboguard 635 VOC - 5 mils - Grey Jotamastic 80 - 5 mils - Grey (Aluminum Grit) 2nd Coat AMERCOAT 237 Non-Skid - Red w/AMERCOAT 888 non-slip INTERTUF 262 w/#36 Non-Skid Additive - 4 mils - Red SeaGuard 5000 HS - 5 mils - Red with Shark Grip Non-Skid Additive - Red Carboguard 635 VOC w/ 24# Alum. Grit, .3 lb/sq.ft. - Red Jotamastic 80 w/ Alum Oxide Nonskid- 5 mils - Red

3rd Coat AMERCOAT 450 H - 2 mils - Red INTERTHANE 990 - 2 mils - Red Acrolon 218 HS - 2 mils - Red Carbothane 134HG - 2 mils - Red Hardtop XP - 2 mils - Deck Red

Alternative Non-Skid System 1st Coat AMERCOAT 235 - 4 mils - Grey INTERTUF 262 - 4 mils - Grey American Safety Technology MS-7ZC Primer Carboguard 635 VOC - 5 mils - Grey Jotamastic 80 - 5 mils - Grey (Spread On From Can) 2nd Coat AMERCOAT 237M - Red - Rolled INTERGARD 631 EK6313A/A - Red American Safety Technologies MS 375G - Deck Red - Rolled Carboguard 868 Nonskid - Red - Rolled Jotamastic 80 w/ Nonskid- 5 mils - Red Rolled

3rd Coat AMERCOAT 450 H - 2 mils - Red INTERTHANE 990 - 2 mils - Red Acrolon 218 HS - 2 mils - Red Carbothane 134HG - 2 mils - Red Hardtop XP - 2 mils - Deck Red

Deck Fittings, Trucks Curbs & Stops - Yellow/13655 1st Coat AMERCOAT 240 - 5 mils - Red INTERTUF 262 - 4 mils - Red SeaGuard 5000 HS - 5 mils - Red Carboguard 635 VOC - 5 mils - Red Jotamastic 80 - 5 mils - Red

2nd Coat AMERCOAT 240 - 5 mils - Grey INTERTUF 262 - 4 mils - Grey SeaGuard 5000 HS - 5 mils - Grey Carboguard 635 VOC - 5 mils - Grey Jotamastic 80 - 5 mils - Grey 3rd Coat AMERCOAT 450 H - 2 mils - Yellow INTERTHANE 990 - 2 mils - Yellow Acrolon 218 HS - 2 mils - Yellow Carbothane 134HG - 2 mils - Yellow Hardtop XP - 2 mils - Yellow

(for this application only Interlac 665 may be substituted for Interthane 990)

Interior Hull - White/27880 1st Coat AMERCOAT 240 - 5 mils - Red INTERTUF 262 - 4 mils - Red SeaGuard 5000 HS - 5 mils - Red Carboguard 635 VOC - 5 mils - Red Jotamastic 80 - 5 mils - Al RT

2nd Coat AMERCOAT 240 - Stripe Coat - Grey INTERTUF 262 - Stripe Coat - Grey SeaGuard 5000 HS - Stripe Coat - Grey Carboguard 635 VOC - Stripe Coat - Grey Jotamastic 80 - Stripe Coat - Grey 3rd Coat AMERCOAT 240 - 5 mils - White INTERTUF 262 - 4 mils - White SeaGuard 5000 HS - 5 mils - White Carboguard 635 VOC - 5 mils - White Jotamastic 80 - 5 mils - White

Handrails, Ramps - Black/17038

1st Coat AMERCOAT 240 - 5 mils - Red INTERTUF 262 - 4 mils - Red SeaGuard 5000 HS - 5 mils - Red Carboguard 635 VOC - 5 mils - Red Jotamastic 80 - 5 mils - Red 2nd Coat AMERCOAT 240 - 5 mils - Grey INTERTUF 262 - 4 mils - Grey SeaGuard 5000 HS - 5 mils - Grey Carboguard 635 VOC - 5 mils - Grey Jotamastic 80 - 5 mils - Grey 3rd Coat AMERCOAT 450 H - 2 mils - Black INTERTHANE 990 - 2 mils - Black Acrolon 218 HS - 2 mils - Black Carbothane 134HG - 2 mils - Black Hardtop XP - 2 mils - Black

Safety Zones & Spud Markings - Yellow/13655 See Clauses C406 & C460 Last Coat AMERCOAT 450 H - 2 mils - Yellow INTERTHANE 990 - 2 mils - Yellow Acrolon 218 HS - 2 mils - Yellow Carbothane 134HG - 2 mils - Yellow Hardtop XP - 2 mils - Yellow

REFERENCES

5 817-B425-01 WALKWAYS, RAILINGS, GRATINGS, & FLOOR PLATES

4 817-B420-01 DECK FITTINGS

3 817-B309-01 GENERAL ARRANGEMENT

2 817-B307-02 INBOARD PROFILE

1 817-B205-01 OUTBOARD PROFILE

NO. DWG. NO. TITLE

JUNE 8, 2019

COATING SYSTEM

196' x 35' x 11'

CENWK DOCK BARGE

CORPS OF ENGINEERS

MARINE DESIGN CENTER

DEPARTMENT OF THE ARMY

-3007E

REVDWG. NO.PROJECT NO.SIZE

1 of 1SHEET: NO SCALESCALE:

817-B406-01

A

23456789101112

A

B

C

D

E

F

G

H

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

H

G

F

E

D

RECOMMENDED - SECT CH

SUBMITTED - PROJ ENG

WT BHD

WT BHD

WT BHD59

WT BHD

WT BHD

WT BHD

98 49 4480 6470 5490 8494 3034 20 14 4

MAIN DECK PLAN

ALL HATCH LOCATIONS SHOWN

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

DH1

DH1

DH1 DH1 DH1

DH1

FH1

FH2

3'-6"

2'-3"

1'-0"

2'-0"

4'-0"

2'-0"

AWAY FROM BHD

2'-0"

23" CUT OUT

8-E

8-E

SIDE SHELL PL

TRANSVERSE

WATERTIGHT BULKHEAD

22" BAIER FLUSH HATCH

MODEL# BFHR-20, STEEL RING

MAIN DECK PL

DETAIL 11-E

TYPICAL POSITION OF FLUSH DECK HATCHES

INSTALLED ON MAIN DECK ONLY

LOOKING DOWN

SCALE: 1" = 1'-0"

W T

BH

D

L6"x4"x3/8"

OUTBOARD BRACE

2'-7"

4'-0"

11"

8'-9" 8'-9"

4-B 4-B

ELEVATION 4-C

DAY TANK HATCH ON TRANSVERSE FRAME 72

LOOKING AFT

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

STBD SIDE PL PORT SIDE PL

BASELINE

MAIN DECK

CL VESSEL

BAIER RAISED BOLTED MANHOLE

MODEL #BMHC14BR

N T

BH

D

N T

BH

D

N T

BH

D

N T

BH

D

N T

BH

D

7'-9" 8'-9" 8'-9" 4'-4"

6"

ELEVATION 4-E

BRIDGE STRUCTURE HATCHES

LOCATED ON FRAMES 45 & 53 ONLY

LOOKING AFT AT FRAME 45, FRAME 53 SIM. & OPP.

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

BRIDGE DECK PL

MAIN DECK PL

BRIDGE HATCH, 18"x24" CUT OUTS

NABRICO MODEL# DF464-5

HINGED SIDE SHALL BE OUTBOARD

CL VESSEL

14" CUT OUT

SECTION 4-B

LOOKING UP

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

CL VESSEL

DAY TANK PL @

TRANSV. FR. 72

7'-0"

12'-0"

5'-111 2"

68697071727374

8-B 8-B

ELEVATION 8-C

FUEL OIL TANK HATCH ON STARBOARD LONGITUDINAL BULKHEAD, 8'-9" OFF CL

LOOKING INBOARD

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

BASELINE

MAIN DECK

BAIER RAISED BOLTED MANHOLE

MODEL #BMHC15x23x2.5BZ

STARDBOARD SIDE ONLY

15" CUT OUT WIDTH 3" TYP.

68697071727374

SECTION 8-B

LOOKING UP

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

23" CUT OUT

14" MAX.

1'-0" 2'-6"

SECTION 8-E

TYPICAL FLUSH DECK HATCH ASSEMBLY

SEE WELDING SCHEDULE 817-B301-01

LOOKING FWD/AFT

SCALE: 1" = 1'-0"

HATCH

STEEL RING INBOARD BRACE

L6"x4"x3/8

OUTBOARD BRACE

L6"x4"x3/8"

SIDE SHELL PL

MAIN DECK PL

SEE DWG 817-B301-01

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

TO DISPLAY NEEDED MODEL INFORMATION IN EFFCIENT WAY

HOLD DECK PLAN

TYPICALLY 4'-0" FRAME SPACING

DH1

DH1 DH1

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

3. ALL STRUCTURAL STEEL SHAPES TO BE ASTM A36.

4. WELDING INFORMATION SHOWN ON CONTRACT DRAWING #817-B301-01.

5. ALIGNMENT OF STRUCTURAL MEMBERS SHALL BE IN ACCORDANCE WITH ABS "GUIDE FOR SHIPBUILDING AND REPAIR QUALITY

STANDARD FOR HULL STRUCTURE DURING CONSTRUCTION".

6. 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.

REVISIONS

REV DESCRIPTION DATE APPROVED

WATERTIGHT DOOR SCHEDULE

NO. QTY DESCRIPTION VENDOR INFO / MODEL NO. LOCATIONS CUT-OUT DIMENSIONS

DWT1 1 WATERTIGHT DOOR HOLD DECK, WT BHD 62 3

WEATHERTIGHT DOOR SCHEDULE

NO. DESCRIPTION LOCATION WIDTH HEIGHT

DWEA1 STBD DECKHOUSE, OUTBOARD SIDE 3

DWEA2 STBD DECKHOUSE, INBOARD SIDE 2

DWEA3 1

DWEA4 1

DWEA5 1

DWEA6 2

DWEA7 1

HATCHES AND MANHOLES SCHEDULE

NO. QTY DESCRIPTION VENDOR INFO / MODEL NO. LOCATIONS

DH1 14 FLUSH DECK HATCH, 20"-DIAMETER CLEAR OPENING BAIER, BFHR-20, STEEL RING 6-G, 6-H, 7-G, 8-G, 8-H, 9-H, 10-G, 11-G, & 11-H

BH1 8 ACCESS HATCH, BRIDGE DECK, HINGES ON EXTERIOR SIDE NABRICO, DF464-5 8-G, 8-H, 9-G, & 9-H

FH1 1 ACCESS HATCH, DAY TANK BAIER, BMHC14BR 10-H

FH2 1 ACCESS HATCH, FUEL OIL TANK BAIER, BMHC15x23x2.5BZ 10-G

WINDOW SCHEDULE

NO. QTY DESCRIPTION LOCATION WIDTH HEIGHT

DWT1 WATERTIGHT DOOR HOLD DECK, BHD 62 3

DWT2 WATERTIGHT DOOR 2

DWT3 WATERTIGHT DOOR 1

DWT4 WATERTIGHT DOOR 1

DWT5 WATERTIGHT DOOR 1

DWT6 2

DWT7 1

REFERENCES

6 817-B427-01 VERTICAL AND INCLINED LADDERS

5 817-B313-01 BRIDGE DECK STRUCTURE

4 817-B311-01 LONGITUDINAL STRUCTURE

3 817-B309-01 TRANSVERSE STRUCTURE

2 817-B307-01 DECK AND BOTTOM PLATING

1 817-B301-01 WELDING SCHEDULE

NO. DWG. NO. TITLE

JUNE 18, 2019

T. KEYSER

DOORS, WINDOWS, HATCHES &

MANHOLES

196' x 35' x 11'

CENWK DOCK BARGE

CORPS OF ENGINEERS

MARINE DESIGN CENTER

DEPARTMENT OF THE ARMY

-3007E

REVDWG. NO.PROJECT NO.SIZE

1 of 1SHEET: AS NOTEDSCALE:

817-B415-01

A

23456789101112

A

B

C

D

E

F

G

H

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

H

G

F

E

D

RECOMMENDED - SECT CH

SUBMITTED - PROJ ENG

6'-0" 42'-0" 28'-0"

40'-0"

20'-0" 38'-0"

42'-0" 20'-0"

44'-0"

20'-0" 42'-0" 6'-0"

11'-0"

22'-0" 22'-0"

26'-0" 14'-0"

WT BHD

WT BHD

WT BHD59

WT BHD

WT BHD

WT BHD

98 49 4480 6470 5490 8494 3034 20 14 4

MAIN DECK PLAN 9-G

LOCATIONS OF DECK FITTINGS AND WINCHES SHOWN

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

BRIDGE SUPPORT AREA

AREA DESIGNATED FOR

WINCH CONTROL HOUSE

1 2 1 1

12111

CL VESSEL

2"

2"

2'-0"

TYP.

2'-3"

4'-8"

EB EB

DETAIL 4-E

TYPICAL DOUBLE BITT ARRANGEMENT

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

DOUBLER PL

MAIN DECK PL

10" DOUBLE BITT

SIDE PL

HEADLOG/STERNLOG PL

CHAFFING BAR

DOUBLER PL

SEE DET. 4-C

1'-51 4"

2'-0" 2'-0"

6-D 6-D

DETAIL 6-E

TYPICAL KEVEL LOCATED ON BOW & STERN OF VESSEL CENTERLINE

SUPPORT STRUCTURE SHOWN

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

36" KEVEL

1/2" DOUBLER PL

1" CHAFFING BAR

1'-4"

2'-0" 2'-0"

8-D 8-D

DETAIL 8-E

TYPICAL KEVEL LOCATED ON VESSEL SIDES

SUPPORT STRUCTURE SHOWN

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

SIDE PL

36" KEVEL

DOUBLER PL

MAIN DECK PL

1" CHAFFING BAR

8'-9"

8'-9"

DETAIL 11-C

KEVEL LOCATED ON VESSEL CENTERLINE, FWD & AFT

SUPPORT STRUCTURE SHOWN

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

RAMP WINCH, 1 REQ'D

SEE SPEC FOR MORE INFO

PORT SIDE PL

8'-9" OFF CL (PORT SIDE)

FR

FR

FR

FR

RAMP A-FRAME SUPPORT AREA

DOUBLER PL

DIMENSIONS TBD

WELD SEAM OF

MAIN DECK PLATE

CL VESSEL

BRIDGE DECK STRUCTURE

SEE DWG 817-B313-01

2'-0" 2'-0"

SECTION 8-D

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

MAIN DECK PL

DOUBLER PL

SECTION 6-D

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

CHAFFING BAR

KEVEL

DOUBLER PL

SIDE PL

SECTION 6-D

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

1'-8"

3'-0"

34"

4" R6", TYP.

9"

TYP.

2"

4" 4"

SECTION 8-C

1/2" DOUBLER PL, MAIN DECK KEVELS

SLOT WELD DIMENSIONS SHOWN

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

5'-8"

R6"

R6" TYP.

1'-11"

1'-11"

7'-9"

R15"

SECTION 2-E

1/2" DOUBLER PLATE

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

1/2" PL

6"

5'-0"

DETAIL 6-B

TYPICAL KEVEL LOCATION IN RECESSED AREA

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

FR

FR

FR

1"

2"

SECTION 4-D

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

HEADLOG PL

MAIN DECK PL

DOUBLE BITT

CHAFFING BAR

VERTICAL STIFFENER

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

TO DISPLAY NEEDED MODEL INFORMATION IN EFFCIENT WAY

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

3. ALL STRUCTURAL STEEL SHAPES TO BE ASTM A36.

4. ALL WELDING INFORMATION SHOWN ON CONTRACT DRAWING #817-B301-01.

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.

1/2" MAIN DECK PL

16" SYNTHETIC ROLLER BUTTON

WINTECH, RB16-65

4 REQ'D

SWIVEL HEAD FAIRLEA

WINTECH, BSF1-5

2 REQ'D, FWD/AFT

DETAIL 0-0

BREASTING WINCH

WELDED TO 1/2" DOUBLER PLATE

24 REQ'D

DETAIL 0-0

CAPSTAN

WELDED TO 1/2" DOUBLER PLATE

24 REQ'D

DETAIL 0-0

MOORING WINCH

WELDED TO 1/2" DOUBLER PLATE

24 REQ'D

DETAIL 0-0

CHOCK

WELDED TO 1/2" DOUBLER PLATE

24 REQ'D

DETAIL 0-0

DOUBLE BITT

WELDED TO 1/2" DOUBLER PLATE

24 REQ'D

DETAIL 0-0

CHOCK

WELDED TO 1/2" DOUBLER PLATE

24 REQ'D

DETAIL 0-0

KEVEL

WELDED TO 1/2" DOUBLER PLATE

24 REQ'D

SUPPORTING UNDERDECK STRUCTURE

SEE DET. 0-0

MOORING WINCH

WINTECH, DC64(L/R)-E7.5

2 REQ'D, FWD/AFT

BMS WINCH

WINTECH, CP0000-20

2 REQ'D, FWD/AFT

ROLLER CHOCK

BMS WINCH

MOORING WINCH

2 REQ'D

REVISIONS

REV DESCRIPTION DATE APPROVED

LIST OF DECK FITTINGS

ITEM

NO. QTY DESCRIPTION MODEL NO. VENDOR

1 14 KEVEL, 36" DF-482 WINTECH

2 4 KEVEL, 24", (RECESSED AREA LANDINGS ONLY) DF-518 WINTECH

3 8 DOUBLE BITT DF-40 NABRICO

4 1 RAMP WINCH - -

REFERENCES

5 817-B313-01 BRIDGE DECK STRUCTURE

4 817-B307-02 SIDE SHELL PLATING

3 817-B307-01 DECK AND BOTTOM PLATING

2 817-B215-01 GENERAL ARRANGEMENTS

1 817-B301-01 WELDING SCHEDULE

NO. DWG. NO. TITLE

LIST OF DECK FITTINGS

ITEM

NO. QTY DESCRIPTION MODEL NO. VENDOR LOCATIONS

1 14 KEVEL, 36" DF-482 WINTECH

2 4 KEVEL, 24", (RECESSED AREA LANDINGS ONLY) DF-518 WINTECH

3 8 DOUBLE BITT DF-40 NABRICO

4 1 RAMP WINCH

5 2 BMS WINCH, BARGE MOVING SYSTEM CP20000-20 WINTECH

6 2 MOORING WINCH DC65(L/R)-E5 WINTECH

7 4 BREASTING WINCH DC40(L/R)-E5 WINTECH

8 2 SWIVEL HEAD FAIRLEAD BSF1-5 WINTECH

9 2 ROLLER CHOCK WINTECH

**NOTE: ITEMS WITH STRIKE-THROUGHS ARE NOT USED FOR THE OPTION #1 MAIN DECK ARRANGEMENT.

JUNE 18, 2019

DECK FITTINGS

196' x 35' x 11'

CENWK DOCK BARGE

CORPS OF ENGINEERS

MARINE DESIGN CENTER

DEPARTMENT OF THE ARMY

-3007E

REVDWG. NO.PROJECT NO.SIZE

1 of 1SHEET: AS SHOWNSCALE:

817-B420-01

A

23456789101112

A

B

C

D

E

F

G

H

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

H

G

F

E

D

RECOMMENDED - SECT CH

SUBMITTED - PROJ ENG

WT BHD

WT BHD

WT BHD59

WT BHD

WT BHD

WT BHD

98 49 4480 6470 5490 8494 3034 20 14 4

FALL PREVENTION RAILINGS PLAN 9-G

MAIN DECK AND BRIDGE DECK SHOWN

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

1 2 1

44 5665

3'-11"

STARBOARD SIDE ELEVATION 6-G

STARBOARD SIDE RAILING SHOWN

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

FWD END

AFT END AFT SIDE RAILING OF BRIDGE DECK

FORWARD SIDE RAILING OF BRIDGE DECK

4'-0" 5'-0"

4"

7'-8"

8'-0"

4'-0" 5'-0"

4"

7'-8"

ELEVATION 4-G

HEADLOG RAILING SHOWN

STERNLOG SIMILAR

SCALE: 1" = 1'-0"

CL VESSEL

7'-0" 5'-0" 4'-0"

4"

5'-6" 5'-6"

4"

8'-0" 8'-0" 6'-0"

11'-6" 4"

4'-6" 4'-6" 7'-0" 3'-11" 4"

5'-8"

10'-1" 10'-1"

8'-0"

4'-0" 8'-0" 7'-4" 4"

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

4'-6" 4'-6" 7'-0" 3'-11" 4"

5'-8"

980 4 8 14 20 24

WT

BHD

30 34 39

WT

BHD

44 49 54 59

WT

BHD

64 68 74

WT

BHD

78 84 88

WT

BHD

6-C

6-C

PORT SIDE ELEVATION 8-F

PORTSIDE RAILING SHOWN

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

FWD END

FWD END

AFT END

CL VESSEL

3'-2"

6"

3" MAX.

12"

15"

15"

ELEVATION 9-D

AFTWARD FALL PREVENTION HANDRAIL

SEE DETAIL 0-0 FOR ACCESS DOOR ASSEMBLY

SCALE: 1" = 1'-0"

PERIMETER RAILING, FIXED

SIDE SHELL PL

MAIN DECK PL

1 1/2" SCH 40 PIPE

TYP.

VERTICAL LADDER OF RECESSED AREA

SEE DWG 817-B427-01

SWING DOOR, CHAIN

DESIGN TBD

RECESSED AREA BHD PL

EG EG

ISOMETRIC VIEW 1-C

MAIN DECK CORNER RAILING, LOWER TIER REMOVED

SEE DETAIL 3-C

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

CORNER RAILING BEND

ISOMETRIC VIEW 1-B

RECESSED AREA RAILING & GRAB BARS

SEE DETAILS 6-B & 9-D

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

RAILING OF RECESSED AREA

2-FT GRAB BAR

6-FT GRAB BAR

ACCESS DOOR

3'-5"

6"

3'-2"

R12"

6'-0"

2"

2"

11'-6"

2'-0"

PLAN 6-B

RAILING OF RECESSED AREA, WITH SWING DOOR ACCESS

GRAB BARS OF RECESSED AREA SHOWN

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

SWING DOOR

2-FT GRAB BAR

6-FT GRAB BAR

R2", TYP.

44" 42"

15"

15"

12"

ELEVATION 11-D

TYPICAL STANCHION OF RIGID 3-TIER RAILING, FALL PREVENTION

LOWEST TIER MAY BE REMOVED IWO DECK FITTINGS

SCALE: 1" = 1'-0"

3/8" CAP

1 1/2" SCH 40 PIPE

1.9" x 3/8" PL

1 1/2" SCH 40 PIPE

TYP.

MAIN DECK PL

SIDE SHELL PL

3/16

3/16

3/16

TYP.

ISOMETRIC VIEW 1-D

END OF RAILING ON BRIDGE DECK

SEE DETAIL 1-E

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

BRIDGE DECK RAILING

BRIDGE DECK PL

R12" TYP.

7'-8"

5'-8" 6"

6"

PLAN VIEW 3-C

VESSEL CORNER RAILING ON MAIN DECK

CORNER RADIUS & DIMENSIONS SHOWN

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

PERIMETER RAILING

18'-8"

19'-0"

7'-4"

8"

3'-6"

8"

3'-6"

4'-8"

4'-8"

4'-8"

4'-8"

14'-101 2"

3'-8"

2"

2"

3"

2"

2"

3"

DETAIL 1-E

BRIDGE DECK RAILING

PLAN VIEW

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

BRIDGE DECK PL

1 1/2" SCH 40 PIPE

TYP.

10'-1"

8'-0" 8'-0" 4"

5'-6" 5'-6" 4"

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

4'-6" 4'-6" 7'-0" 3'-11" 4"

5'-8"

10'-1"

8'-0" 8'-0" 4"

5'-6" 5'-6" 4"

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

4'-6" 4'-6" 7'-0" 3'-11" 4"

5'-8"

WT BHD

WT BHD

WT BHD59

WT BHD

WT BHD

WT BHD

98 49 4480 6470 5490 8494 3034 20 14 4

STARBOARD SIDE ELEVATION 8-E

STARBOARD SIDE RAILING SHOWN

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

AFT END

CL VESSEL

42"

2"

45'-6"

4'-8" 4'-8" 4'-8" 4'-8" 18'-8" 19'-0"

7'-4"

ELEVATION 6-C

TYPICAL RAILING OF BRIDGE DECK

AFT SIDE SHOWN, FWD SIDE SIM. & OPP.

LOOKING FWD

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

STBD SIDEPORT SIDE

CL VESSEL

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

TO DISPLAY NEEDED MODEL INFORMATION IN EFFCIENT WAY

DETAIL 0-0

KEVEL

WELDED TO 1/2" DOUBLER PLATE

24 REQ'D

DETAIL 0-0

CHOCK

WELDED TO 1/2" DOUBLER PLATE

24 REQ'D

DETAIL 0-0

DOUBLE BITT

WELDED TO 1/2" DOUBLER PLATE

24 REQ'D

DETAIL 0-0

CHOCK

WELDED TO 1/2" DOUBLER PLATE

24 REQ'D

DETAIL 0-0

MOORING WINCH

WELDED TO 1/2" DOUBLER PLATE

24 REQ'D

DETAIL 0-0

CAPSTAN

WELDED TO 1/2" DOUBLER PLATE

24 REQ'D

ELEVATION 0-0

SWING DOOR ASSEMBLY

SCALE: 1" = 1'-0"

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

3. ALL HANDRAIL PIPE TO BE ASTM A53.

4. ALL WELDING INFORMATION SHOWN ON CONTRACT DRAWING #816-B305-01.

5. ALIGNMENT OF STRUCTURAL MEMBERS SHALL BE IN ACCORDANCE WITH ABS "GUIDE FOR SHIPBUILDING AND REPAIR QUALITY

STANDARD FOR HULL STRUCTURE DURING CONSTRUCTION".

6. 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.

FWD END

REVISIONS

REV DESCRIPTION DATE APPROVED

RAILING TYPES

ITEM NO. QTY DESCRIPTION

1 - MAIN DECK PERIMETER RAILING

2 4 RECESSED AREA RAILING

3 2 BRIDGE DECK RAILING

4 2 PLATFORM TO BRIDGE DECK RAILING

5 4 2-FT GRAB BAR, RECESSED AREA

6 4 6-FT GRAB BAR, RECESSED AREA

REFERENCES

6 817-B427-01 VERTICAL & INCLINED LADDERS

5 817-B420-01 DECK FITTINGS

4 817-B313-01 BRIDGE DECK STRUCTURE

3 817-B215-01 GENERAL ARRANGEMENT

2 817-B210-01 INBOARD PROFILE

1 817-B205-01 OUTBOARD PROFILE

NO. DWG. NO. TITLE

JUNE 19, 2019

WALKWAYS, RAILINGS, GRATINGS

& FLOOR PLATES

196' x 35' x 11'

CENWK DOCK BARGE

CORPS OF ENGINEERS

MARINE DESIGN CENTER

DEPARTMENT OF THE ARMY

-3007E

REVDWG. NO.PROJECT NO.SIZE

1 of 2SHEET: 1/8" = 1'-0"SCALE:

817-B425-01

A

23456789101112

A

B

C

D

E

F

G

H

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

H

G

F

E

D

1'-31 8"

WT BHD

WT BHD

WT BHD

PLAN 18-F

FLOOR PLATING OF WATERTIGHT COMPARTMENTS 5 & 6

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

1 1/2" HIGH x 12" WIDE

SAPA DIAMONDBACK EZ GRIP

DECK PLATE DIE #530359

RUNNING TRANSVERSLY

DAY

TANK

DAY

TANK

FUEL OIL

TANK

FUEL OIL

TANK

FUEL OIL

TANK

FUEL OIL

TANK

1 1/2" HIGH x 12" WIDE

SAPA DIAMONDBACK EZ GRIP

DECK PLATE DIE #530359

RUNNING TRANSVERSLY

1 1/2" HIGH x 12" WIDE

SAPA DIAMONDBACK EZ GRIP

DECK PLATE DIE #530359

RUNNING TRANSVERSLY

1 1/2" HIGH x 12" WIDE

SAPA DIAMONDBACK EZ GRIP

DECK PLATE DIE #530359

RUNNING TRANSVERSLY

1 1/2" HIGH x 12" WIDE

SAPA DIAMONDBACK EZ GRIP

DECK PLATE DIE #530359

RUNNING TRANSVERSLY

1 1/2" HIGH x 12" WIDE

SAPA DIAMONDBACK EZ GRIP

DECK PLATE DIE #530359

RUNNING TRANSVERSLY

1/8" ISOLATION RUBBER

AT ALL MATING SURFACE

LONGITUDINAL SECTION 18-D

FLOOR PLATING OF WATERTIGHT COMPARTMENTS 5 & 6

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

WATERTIGHT COMPARTMENT 6 WATERTIGHT COMPARTMENT 5W

T

BH

D

W T

BH

D

WT BHD

WT BHD

WT BHD

MAIN DECK PL

-3007E

REVDWG. NO.PROJECT NO.SIZE

2 of 2SHEET: AS NOTEDSCALE:

817-B425-01

A

1011121314151617181920

A

B

C

D

E

F

G

H

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

H

G

F

E

D

RECOMMENDED - SECT CH

SUBMITTED - PROJ ENG

WT BHD

WT BHD

WT BHD59

WT BHD

WT BHD

WT BHD

98 49 4480 6470 5490 8494 3034 20 14 4

MAIN DECK PLAN 9-G

ALL VERTICAL LADDERS, STEPS & PLATFORMS SHOWN

DECK HATCHES REMOVED FOR CLARITY TO SHOW POSITION OF LADDERS IN HOLD COMPARTMENTS

FRAME SPACING = 2'-0"

CL VESSEL

3 3

3 3

3 3

2"

12" TYP.

20"

2"

6"

ELEVATION 11-B

TYPICAL VERTICAL LADDER OF RECESSED AREA

FRONT VIEW

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

SIDE PL

RECESS BHD PL

SEE DWG 817-307-02

RECESS LANDING PL

1 1/2" SCH 40 PIPE

MAIN DECK PL1/2"x1/2" SQ. BAR

LADDER RUNGS

4" x3/8" PL

TYP.

PERIMETER RAILING OF MAIN DECK

SEE DWG 817-B425-01

BEND TANGENT

3/16

TYP.

8"

5"

4'-10"

2"

3'-5"

8"

7'-97 8"

R6" TYP.

2"

12"

12"

12"

R3"

ELEVATION 10-B

TYPICAL VERTICAL LADDER OF RECESSED AREA

SIDE VIEW

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

MAIN DECK PL

3/8" RECESS LANDING PL

RECESS BHD PL

1 1/2" SCH 40 PIPE

1/2"x1/2" SQ. BAR

LADDER RUNGS

4" x3/8" PL

TYP.

8"

6'-0" 6'-12"

R6" TYP.

8" TYP.

1" GAP

3'-6"

6'-12"

8'-93 4"

4'-8"

35°

4'-2"

4"

43 42 41 40 39 38 37 36 35

6-E

6-E

3-G

3-G

3-E

3-E

ELEVATION 9-E

BRIDGE DECK STEPS & PLATFORM, FWD SHOWN, AFT SIM. & OPP.

LOOKING PORT

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

1" BRIDGE DECK PL

FLUSH TRANSITION

MAIN DECK PL

BRIDGE PLATFORM

SEE DWG. 817-B425-01

REMOVABLE HANDRAIL

1 1/2" SCH 40 ALUMINUM PIPE

6"x4"x1/4"

TUBING

C12x20.7# DET. 7-D

DET. 10-E LIFTING PADEYE

8" TYP.

3'-11 16"

3'-0"

ELEVATION 6-E

BRIDGE DECK STEPS

LOOKING TOWARDS MIDSHIP

SCALE: 1" = 1'-0"

36" MCNICHOLS GW-125 SERRATED

STAIR TREAD WITH CHECKERED NOSING

#660431T173

11'-0" HIGH

HULL

DEPTH

20" 12" TYP.

10'-3"

2"

3'-6"

12" TYP.

6-B

6-B

ELEVATION 7-B

TYPICAL VERTICAL LADDER IN HOLD COMPARTMENTS

LOOKING AT FRONT OF LADDER

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

20"x1/2" SQ. BAR, TYP.

LADDER RUNGS

SIDE PL

BOTTOM PL

BILGE PL

MAIN DECK PL

12" TYP

2"

2-C 2-C

2-B 2-B

FRAME 6-B

SCALE 1 : 24

ELEVATION 6-B

SIDE VIEW

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

3/8" BOTTOM PL

L6"x4"x3/8" W

T

BH

D

LOWER LADDER ATTACHMENT

SEE DET. 4-B

UPPER LADDER ATTACHEMENT

SEE DET. 4-C

3"

2"

12"

2"

1'-0"

2"

16"

DETAIL 4-B

TYPICAL BOTTOM CONNECTION FOR VERTICAL LADDERS

SCALE: 1" = 1'-0"

W T

BH

D

BOTTOM PL

3"x1/2" FB 1/2"x 1/2" SQ. BAR

BOLT IN PLACE USING

1/2"-13 x 1-1/2" HHMS, 1/2" LOCK WASHER AND

HH NIT, ALL STAINLESS STEEL, TYP.

3/16

3"

16"

12" TYP.

1"

2"

12"

2"

2"

DETAIL 4-C

TYPICAL VERTICAL LADDER CONNECTION TO MAIN DECK PLATE

SCALE: 1" = 1'-0"

3"x 1/2" FLATBAR

20"x1/2" SQ. BAR, TYP.

LADDER RUNG

MAIN DECK PL

W T

BH

D

BOLT IN PLACE USING

1/2"-13 x 1-1/2" HHMS, 1/2" LOCK WASHER AND

HH NIT, ALL STAINLESS STEEL, TYP.

3/16

4" CUTOUT

2"

2'-3"

1'-33 4"

3"

2'-0"

1'-0"

4"

4"

4"x3"x1/2" PL, TYP.

MAIN DECK PL

(UNDERSIDE SURFACE)

PLAN 2-C

TYPICAL LADDER TOP PAD CONNECTION

LOOKING UP AT MAIN DECK PLATING

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

3/8" TRANSVERSE BHD

3"x1/2" FLATBAR, TYP.

3/8" OR 1/2" SIDE PL

8"

3"

3"

12" 4"

16"

PLAN 2-B

TYPICAL LADDER BOTTOM PAD CONNECTION

LOOKING DOWN AT BOTTOM PLATE

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

BOTTOM PL

1/2" BILGE PL

BILGE BRACKET

3/8" TRANSV. WT BHD

L6"x4"x3/8", TYP.

4"x3"x1/2" PL, TYP.

3"x 1/2" FLATBAR, TYP.

W T

BH

D

L6"x4"x3/8"

6'-1" 6'-1" 6'-2"

19'-2"

5'-53 4"

TYP.

19'-0"

3'-6"

TYP.

16"

1" TYP. 3'-58"

9'-5" 8'-11"

CL VESSEL

ELEVATION 3-G

BRIDGE PLATFORM OUTBOARD

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

6"x4"x1/4" SQ. TUBING

TYP.

L4"x4"x1/2", TYP.

7'-7" 6'-1" 6'-1"

3'-6"

TYP.

1" TYP.

18'-2"

3'-95 16"

1'-71 4"

L6"x4"x1/4"

SQ. TUBING

TYP.

CL VESSEL1" HIGH GRATING

RAMP WINCH

ST

BD

S

ID

E

SH

EL

L

33"

10-E 10-E

DETAIL 12-E

INCLINED LADDER ATTACHMENT TO BRIDGE

PLAN VIEW

SCALE: 1" = 1'-0"

4"x1/4" PL

6"x4"x1/4"

SQ. TUBING

C12x 20.7#

STEP

REMOVABLE HANDRAIL

L4"x4"x1/4"

HANDRAIL SOCKET

L4"x4"x1/4"

1/4" PADEYE

5" 4"

8"

4"

DETAIL 10-E

INCLINED LADDER ATTACHMENT AREA

SCALE: 1" = 1'-0"

REMOVABLE HANDRAIL

C12 x 20.7#

STEP

6"x4"x1/4"

SQ. TUBING

BOLT THRU

4"x1/4" PL

HANDRAIL SOCKET

(WELDED TO CHANNEL)

1/4" PADEYE

1"

2" 6"

SOCKETS, 2" SCH 40

STEEL PIPE, TYP.

DETAIL 7-D

BRIDGE DECK STEPS

LOOKING TOWARDS MIDSHIP

SCALE: 1" = 1'-0"

REMOVABLE HANDRAIL

C12x20.7#

TYP.

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

TO DISPLAY NEEDED MODEL INFORMATION IN EFFCIENT WAY

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. ALL STEEL PIECES TO BE ABS GRADE A MILD STEEL, UNLESS NOTED OTHERWISE.

3. ALL STRUCTURAL STEEL SHAPES TO BE ASTM A36.

4. ADDITIONAL WELDING INFORMATION SHOWN ON CONTRACT DRAWING #817-B317-01.

5. ALIGNMENT OF STRUCTURAL MEMBERS SHALL BE IN ACCORDANCE WITH ABS "GUIDE FOR SHIPBUILDING AND REPAIR QUALITY

STANDARD FOR HULL STRUCTURE DURING CONSTRUCTION".

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

7. 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.

ELEVATION 3-E

BRIDGE PLATFORM INBOARD SIDE

SCALE: 1" = 1'-0"

3/16

TYP

REVISIONS

REV DESCRIPTION DATE APPROVED

VERTICAL & INCLINED LADDERS

ITEM

NO. QTY DESCRIPTION LOCATIONS

1 2 BRIDGE DECK STEPS INCLINED STEPS 8-G, 9-G

2 4 RECESSED AREA VERTICAL LADDERS 7-H, 7-G, 11-H, 11-G

3 14 HOLD COMPARTMENT VERTICAL LADDERS 6-G, 6-H, 7-G, 8-G, 8-H, 10-H, 11-G, 12-G, 12-H

REFERENCES

7 817-B425-01 WALKWAYS, RAILINGS, GRATINGS & FLOOR PLATES

6 817-B420-01 DECK FITTINGS

5 817-B415-01 DOORS, WINDOWSHATCHES & MANHOLES

3 817-B313-01 BRIDGE DECK STRUCTURE

2 817-B307-01 DECK AND BOTTOM PLATING

4 817-B301-01 WELDING SCHEDULE

1 817-B205-01 OUTBOARD PROFILE

NO. DWG. NO. TITLE

JUNE 19, 2019

VERTICAL & INCLINED LADDERS

196' x 35' x 11'

CENWK DOCK BARGE

CORPS OF ENGINEERS

MARINE DESIGN CENTER

DEPARTMENT OF THE ARMY

-3007E

REVDWG. NO.PROJECT NO.SIZE

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

817-B427-01

A

23456789101112

A

B

C

D

E

F

G

H

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

H

G

F

E

D

RECOMMENDED - SECT CH

SUBMITTED - PROJ ENG

WT BHD

WT BHD

WT BHD59

WT BHD

WT BHD

WT BHD

98 49 4480 6470 5490 8494 3034 20 14 4

MIDSHIP HULL MARKINGS

SEE DETAIL 6-C

RAKE AREA HULL MARKINGS

SEE DETAIL 2-C

AFT RAKE AREA HULL MARKINGS

SEE DETAIL 10-C

HULL MARKINGS 6-F

VESSEL NAME, USACE DESIGNATION, AND DRAFT MARKINGS SHOWN

STARBOARD SIDE SHOWN, PORT SIDE SIMILAR

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

20'-0"

2'-0"

4'-0"

9'-6" ABL

3'-0" ABL

4'-0" ABL

5'-0" ABL

6'-0" ABL

7'-0" ABL

8'-0" ABL

9'-0" ABL

10'-0" ABL

1'-0" TYP.

2'-0" ABL

RAKE AREA SIDE HULL MARKINGS 2-C

VESSEL NAME AND DRAFT DEPTH MARKINGS SHOWN

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

BASELINE

1/4" PL, DRAFT NUMBER MARKINGS

6" HIGH TEXT, ALIGNED FWD OF WT BHD 10

CENTURY GOTHIC FONT STYLE

SEAL WELD ALL AROUND

02468WT BHD

1/4" PL, BARGE NAME MARKINGS

8" HIGH TEXT

CENTURY GOTHIC TEXT STYLE

9'-6" ABL

10"

49 47 45 43515355

MIDSHIP SIDE HULL MARKINGS 6-C

USACE DESIGNATION MARKINGS SHOWN

CENTERED AT MIDSHIP FRAME

STARBOARD SIDE SHOWN, PORT SIDE SIMILAR

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

BASELINE

M

ID

SH

IP

V

ES

SE

L

1/4" PL, USACE DESIGNATION

10" HIGH TEXT, CENTERED ABOUT MIDSHIP

SEAL WELD ALL AROUND

20'-0"

4'-0"

2'-0" ABL

9'-6" ABL

2'-0" ABL

3'-0" ABL

4'-0" ABL

5'-0" ABL

6'-0" ABL

7'-0" ABL

8'-0" ABL

9'-0" ABL

10'-0" ABL

1'-0" TYP.

RAKE AREA SIDE HULL MARKINGS 10-C

VESSEL NAME AND DRAFT DEPTH MARKINGS SHOWN

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

BASELNE

DRAFT MARKINGS

SEE DETAIL 2-C FOR MORE INFO

VESSEL NAME MARKING

SEE DETAIL 2-C FOR MORE INFO

98 96 94 92 90 WT BHD

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

TO DISPLAY NEEDED MODEL INFORMATION IN EFFCIENT WAY

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. ALL STEEL PIECES TO BE ABS GRADE A MILD STEEL, UNLESS NOTED OTHERWISE.

3. ADDITIONAL WELDING INFORMATION SHOWN ON CONTRACT DRAWING #817-B380-01.

REVISIONS

REV DESCRIPTION DATE APPROVED

REFERENCES

3 817-B307-02 SIDE SHELL PLATING

2 817-B205-01 OUTBOARD PROFILE

1 817-B301-01 WELDING SCHEDULE

NO. DWG. NO. TITLE

JUNE 5, 2019

HULL MARKINGS

196' x 35' x 11'

CENWK DOCK BARGE

CORPS OF ENGINEERS

MARINE DESIGN CENTER

DEPARTMENT OF THE ARMY

-3007E

REVDWG. NO.PROJECT NO.SIZE

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

817-B460-01

A

23456789101112

A

B

C

D

E

F

G

H

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

H

G

F

E

D

REV. DATE APRD.

□ Accepted

□ Accepted with Comments

□ Not Accepted

Refer to Notations On:

□ Drawing

□ Return Document

Resubmission: □ Required □ Not Required

Approved Subj. to Approv. Reg. Agcy. Apprvl.

Reviewer:

Date Returned:

Return Document No.:

General Notes:

DR. BY DES. BY CHK'D BY

JER JER SEAN ELICKER

APRD. FOR THE DIR. - CH. DES. BR. SIZE REV.

DATE

SHEET: COVER

REVISIONS

DESCRIPTION

Original Issue

MDC REVIEW

MARINE DESIGN CENTER

100 PENN SQUARE EAST

PHILADELPHIA, PA 19107

DEPARTMENT OF THE ARMY

MARINE DESIGN CENTER

CORPS OF ENGINEERS

June 20, 2019 SCALE: NTS

CENWK - DECK BARGE

196' x 35' x 11'

ELECTRICAL

LOAD ANALYSIS (AC)

RECOMMENDED

RYAN IMMEL

PROJECT NO. DRAWING NO.

/ / TIM KEYSER

A 3007 817-B710-01 -

LOAD GROUP

SWITCHBOARD 480 VAC

25% MARGIN

NOTES:

THE TOTAL GENERATING CAPACITY SHALL CONSIST OF:

ONE MAIN DIESEL GENERATOR SET, RATED AT 35 KW

480V, 3PH, 4W, 60HZ,0.8 POWER FACTOR

CONN.

LOAD GROUP V HP EFF. KW D.F. KW D.F. KW D.F. KW D.F. KW

RAMP 1 460 20.00 0.89 16.76 0.5 8.38 0.0 0.00 0.0 0.00 0.0 0.00

RAMP 2 460 20.00 0.89 16.76 0.5 8.38 0.0 0.00 0.0 0.00 0.0 0.00

BMS 1 460 15.00 0.85 13.16 0.0 0.00 1.0 13.16 0.0 0.00 0.0 0.00

BMS 2 460 15.00 0.85 13.16 0.0 0.00 1.0 13.16 0.0 0.00 0.0 0.00

MOORING 1 460 10.00 0.85 8.78 0.0 0.00 0.0 0.00 1.0 8.78 0.0 0.00

MOORING 2 460 10.00 0.85 8.78 0.0 0.00 0.0 0.00 1.0 8.78 0.0 0.00

BREASTING 1 460 7.50 0.83 6.74 0.0 0.00 0.0 0.00 0.0 0.00 1.0 6.74

BREASTING 2 460 7.50 0.83 6.74 0.0 0.00 0.0 0.00 0.0 0.00 1.0 6.74

BREASTING 3 460 7.50 0.83 6.74 0.0 0.00 0.0 0.00 0.0 0.00 1.0 6.74

BREASTING 4 460 7.50 0.83 6.74 0.0 0.00 0.0 0.00 0.0 0.00 1.0 6.74

FUEL PUMP 460 0.25 0.83 0.22 0.3 0.06 0.3 0.06 0.3 0.06 0.3 0.06

TOTAL 104.60 16.76 26.33 17.55 26.96

208 VAC 3-P 4-W

Est. Est. Est.

RAMP BMS

77%

PERCENT LOADED W MARGIN 60% 94% 63% 96%

125% LOAD (KW) 20.96

75% 50%

SWITCHBOARD

6.58 4.3926.15

GENERATOR LOADING

GENERATOR

RATING (KW)

35.00 35.00 35.00 35.00

104.60 26.33 17.55 26.96

KW KWKW

RAMP BMS

SUMMARY OF LOADS

Est.

16.76

4.19

32.91 21.94 33.70

PERCENT LOADED W/T MARGIN 48%

MOORING BREASTING

MOORING BREASTING

6.74

MAIN DECK

KW KW

Est. Est. Est. Est.CONNECTED

Sheet 5