816-B307-02 SIDE PLATING.PDF

4" R 10"

4"

8.5"

FILLER PIECE - FLAT

1" PL", NTS

2'-0"

3" LAP

2'-0"

2'-0"

2'-0"

2'-0"

1'-0"

4" LAP

6"

10'-0"

4"

SIDE SHELL ELEVATION

TYP. IN MIDBODY AREAS

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

3/8" SIDE PL, TYP.

1" DECK PL

L4 x 3 x 3

8 TYP.

3/8" BOTTOM PL,

TYP. FOR FRS. 3-22

1" FOR FRS. 0-3

R 12"

BILGE

L4x3x3

8 TYP.

FRS. 3-19

DATE

APRD FOR THE DIRECTOR - CHR DES BR

RECOMMENDED - SECT CH

SUBMITTED - PROJ ENG

CHK'D BYDES. BYDR. BY

MARINE DESIGN CENTER

PHILADELPHIA, PA

2'-0"

3" LAP

2'-0"

2'-0"

2'-0"

2'-0"

1'-0"

4" LAP

6"

10'-0"

4"

SIDE SHELL ELEVATION

TYP. IN MIDBODY AREAS

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

3/8" SIDE PL, TYP.

1" DECK PL

L4 x 3 x 38 TYP.

3/8" BOTTOM PL,

TYP. FOR FRS. 3-22

1" FOR FRS. 0-3

R 12"

BILGE

L4x3x3

8 TYP.

FRS. 3-19

6" AFT

5'-0" 5'-0" 5'-6" 5'-6"

2122 1920 18 17 16 911 10121415 13 8 57 6 4 23 1 0

WT

BHD

WT

BHD

WT

BHD

WT

BHD

WT

BHD

M

AF

AF

K

CORNER PLATE SECTION, TYP.

INSTALLED VIEW

STBD SIDE SHOWN, PORT SIM. & OPP.

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

SIDE PLATING EXTENDS

BEHIND CORNER PLATE FLAT

1'-9 3 8 "

1'-1 1 4 "

CORNER PLATE, INSTALLED

VIEW OF STBD BOW CORNER, PORT SIM. & OPP.

NOT EXPANDED, 1" PL

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

WELD TO BILGE PL

TANGENT

3/8" SIDE PL

9"

R1'-0"

1'-8 7 16 "

CORNER PLATE - PLAN VIEW

1" PL, NOT EXPANDED

STBD SIDE SHOWN, PORT SIM. & OPP.

SCALE: 1" = 1'-0"

HEADLOG 1" PL

1" DECK PL

SIDE SHELL PL

88'-0"

8'-3 5 8 "

3'-5 11 16 "

3'-7 1 2 "

7 7

16 " FLANGE

7 7

16 " FLANGE

4" 3'-5 11

16 " 10'-2 1 4 "

9'-5 1 16 "

3'-5 11 16 " 10'-1 1

4 "

6"

6"

12'-0" RADIUS

K N

U C

K

LE

L

IN

E

K N

U C

K

LE

L

IN

E

K N

U C

K

LE

L

IN

E

K N

U C

K

LE

L

IN

E

BEND AREA

BEND AREA

5'-0" 5'-0" 5'-6" 5'-6" 2122 1920 18 17 16 911 10121415 13 8 57 6 4 23 1 0

WT

BHD

WT

BHD

WT

BHD

WT

BHD

WT

BHD

AG

AG

1'-1 3

4 " TYP.

2'-11" TYP.

2'-2"

TYP.

4'-2"

TYP.

6"

5'-0" 5'-0" 5'-6"

TYP.

FRS. 1-21

2122 1920 18 17 16 911 10121415 13 8 57 6 4 23 1 0

WT

BHD

WT

BHD

WT

BHD

WT

BHD

WT

BHD

1-C

1-C

3-B 3-B

5-A 5-A

4-C 4-C

16-C 16-C

PORT SIDE SHELL

LKG OUTBOARD, STBD SIMILAR

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

FP 16x4x1

2 TYP.

FP 21x6x3

4 TYP

L4x3x3

8 TYP.1" CORNER PL

3/4" BILGE PL

1" BILGE PL

FP 12x4x3

8 TYP.

FRS. 3-19

3/4" BILGE PL

PARTIAL

BHD

PARTIAL

BHD

L8x4x1

2 TYP.

FOR DECK HATCH AREAS

SEE DWG 816-B415-01

1" CORNER PL

3/8" SIDE PL

TYP.

FP 21x6x3

4 TYP.

FRS. 0-3

SEE DETAIL 5-A

DETAIL 3-B

DETAIL 4-C

L3x3x3

8 TYP.

SEE REF DWG 816-B415-01

1" SPUDWELL INSERT PLATE

SEE DWG 816-B552-01

1" SPUDWELL INSERT PLATE

SEE DWG 816-B552-01

1" DIA. CHAFING BAR

DETAIL 16-C

1" DIA. CHAFING BARS

NOTE:

FOR MORE DETAILS ON HEADLOG/STERNLOG CONTRUCTION

REFER TO DWG 816-B309-01, DWG 816-B311-01 & DET. 13-D ON SHEET 2.

1'-9"

2'-2"

4'-2"

5'-0" 5'-0"

5'-6"

TYP.

FRS. 1-21

21 2219 201817169 1110 12 14 151385 7642 310

WT

BHD

WT

BHD

WT

BHD

WT

BHD

WT

BHD

WT

BHD

STBD SIDE SHELL

LOOKING OUTBOARD

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

1" CORNER PL

L4x3x3

8 TYP.

3/8" SIDE PL1" CORNER PL L6x4x3

8 TYP.

PARTIAL

BHD

1" BILGE PL 5/8" BILGE PL

L4x3x3

8 TYP.

3/8" BILGE PL

10"

1'-0"

8 1 2 "

6" FLANGE

3" LAP

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

12" TYP.,

21" FRS. 1, 2, 20, 21

4" LAP

FP 16x4x1

FP 21x6x3

1" DECK PL

3/8" SIDE PL

SECTION 1-C

TYPICAL SIDE SHELL TO

TRANSV. FRAME CONNECTION

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

12"R BILGE PL

L4x3x3

8 TYP

1'-0"

1'-0"

1"

2"

3"

3"

1"

L4x3x3

PLAN 3-B

TYPICAL SIDE SHELL LONG'L TO

TRANSV. WT BHD CONNECTION

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

3/8" PL

1'-0"

1'-0"

3"

3"

9 1 2 "

10 1 2 "

1"

1"

PLAN 5-A

SIDE SHELL LONG'L CONNECTION BRACKETS

3/8" PL, @ FRAMES 1 & 21

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

TRANSV. WT BHD

SIDE SHELL

SIDE PL

FP 16x4x1

L4x3x3

1'-1 1 2 "

LAP

1'-9 1

2 " FLAT

10"

CORNER AREA STRUCTURE - PLAN 4-C

PORT SIDE/BOW SHOWN, STBD SIM. & OPP.

SCALE: 1" = 1'-0"

1" CORNER PL

3/8" SIDE PL

L4x3x3

1" HEADLOG PL

R12"

5'-0" 5'-0" 5'-6" 5'-6" 2122 1920 18 17 16 911 10121415 13 8 57 6 4 23 1 0

WT

BHD

WT

BHD

WT

BHD

WT

BHD

WT

BHD

AH

AH

3" LAP

6" FLANGE

10"

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

12" TYP.

21" FRS. 1, 2, 20, 21

6"

SECTION 1-C

TYPICAL SIDE SHELL TO

TRANSV. FRAME CONNECTION

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

L4x3x3

8 TYP

12"R BILGE PL

3/8" SIDE PL

1" DECK PL

FP 21x6x3

FP 16x4x1

SIDE SHELL PL

SHOWN EXPANDED, 3/8" PL

FP 16x4x1 2 TYP. FP 21x6 x3

4 TYP

FP 12x4x1

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

3. ALL STRUCTURAL STEEL SHAPES TO BE ASTM A36.

4. ALL CARGO GUIDE WELL SQ. STR. TUBING TO BE ASTM A500 GRADE B.

5. ALL SPUDWELL PIPE TO BE API 5L X-52.

6. ALL VESSEL BOW RAMP PADEYES TO BE ASTM A514 GRADE B.

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

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

STANDARD FOR HULL STRUCTURE DURING CONSTRUCTION".

9. DIMENSIONS ARE TO THE MOLDED LINE UNLESS OTHERWISE NOTED.

10. VESSEL STRUCTURE DESIGNED FOR DECK LOADING OF 8900 PSF IWO CRANE CRAWLER AREAS AND 5000 PSF FOR ALL REMAINING

AREAS, EXCEPT IWO MANHOLES. SEE DWG 816-B307-01 SHEET 3 FOR THIS INFORMATION.

11. 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.

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

REVISIONS

REV DESCRIPTION DATE APPROVED

REFERENCES

7 SPUD WELLS 816-B552-01

6 HATCHES & MANHOLES 816-B415-01

5 LONGITUDINAL STRUCTURE 816-B311-01

4 TRANSVERSE STRUCTURE 816-B309-01

3 DECK & BOTTOM STRUCTURE 816-B307-01

2 WELDING SCHEDULE 816-B305-01

1 GENERAL ARRANGEMENTS 816-B215-01

NO. TITLE DWG. NO.

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816-B307-02 SCALE: AS SHOWN SHEET: 1 of 2

SIZE PROJECT NO. DWG. NO. REV

D 2920 -

DEPARTMENT OF THE ARMY

MARINE DESIGN CENTER

CORPS OF ENGINEERS

CESAJ SPUD BARGE

120' x 45' x 10'

SIDE PLATING

ONB MDC RNS

DAN TO

/s/ TIMOTHY KEYSER

/s/ GREG LEE

08-APRIL-2016

2'-0"

3" LAP

2'-0"

2'-0"

2'-0"

2'-0"

1'-0"

4" LAP

6"

10'-0"

4"

SIDE SHELL ELEVATION

TYP. IN MIDBODY AREAS

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

3/8" SIDE PL, TYP.

1" DECK PL

L4 x 3 x 3

8 TYP.

3/8" BOTTOM PL,

TYP. FOR FRS. 3-22

1" FOR FRS. 0-3

R 12"

BILGE

L4x3x3

8 TYP.

FRS. 3-19

3" LAP

R2"

SIDE SHELL

DECK TO SIDE SHELL

SCALE: 1" = 1'-0"

1" DECK PL

2"x1

2" CHAMFER

4" LAP

4" LAP R12"

BILGE PLATE TO SIDE & BOTTOM

SCALE: 1" = 1'-0"

3" LAP

R2"

DETAIL 13-D

DECK, SIDE SHELL & HEADLOG CONNECTION

TYP. IN RAKE CORNERS

BTWN FRAMES 0-1 & 21-22

SCALE: 1" = 1'-0"

BILGE PL

BOTTOM PL

1" HEADLOG PL

1" DECK PL

L8x4x1

SIDE SHELL PL

DETAIL 16-C

TYP. SIDE LONG'L THRU TRANSVERSE FRAME

SCALE: 1" = 1'-0"

L4x3x3

SIDE PL

FP 16x4x1

HEADLOG/STERNLOG

SCALE: 1" = 1'-0"

CORNERS

SCALE: 1" = 1'-0"

F

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16 15 14 13 12 11 10

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816-B307-02 SCALE: AS SHOWN SHEET: 2 of 2

SIZE PROJECT NO. DWG. NO. REV

D 2920 -