816-B307-01 DECK AND BOTTOM STRUCTURE.PDF

DETAIL 3-A

TYP. TRANSV. BHD INTERSECTION

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

NT LONG'L BHDW

T

T R

A N

SV

. B

H D

DATE

APRD FOR THE DIRECTOR - CHR DES BR

RECOMMENDED - SECT CH

SUBMITTED - PROJ ENG

CHK'D BYDES. BYDR. BY

MARINE DESIGN CENTER

PHILADELPHIA, PA

bottombottom deckdeck

1'-8"

1'-9"

1'-9"

1'-3"

1'-3"

1'-3"

1'-4"

1'-11"

1'-9"

1'-10"

1'-9"

1'-8"

'-8

5'

-9

2'

-6

2'

-6

0'

-3

'-8

5'

-9

120'-0"

1'-8"

1'-8"

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

MAIN DECK SCANTLINGS

CL NT BHD NT BHDCL

NT BHD

NT BHD

SPUDWELL CUT-OUTS

4 PLACES

SEE DWG 816-B552-01

NT BHD

NT BHD

TYP. BHD INTERSECTION

SEE DETAIL 3-A CARGO GUIDE WELL CUT-OUTS

6 PLACES

SEE DWG 816-B598-01

_____NT BHD

WT BHD

FRS. 15-19

CRANE STOP SOCKETS, TYP.

SEE DWG 816-B410-02

_____NT BHD

CUTOUTS FOR MANHOLES

12 PLACES

DETAIL 3-A

TYP. TRANSV. BHD INTERSECTION

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

NT LONG'L BHDW

T

T R

A N

SV

. B

H D

ALL MAIN DECK PLATING SHALL BE 1" PLT

ALL MAIN DECK LONGITUDINALS SHALL BE L 8x4x1

ALL MAIN DECK TRANSVERSE'S SHALL BE 21x6x3

4 FLG PLT

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 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

9 BOW RECESS PADEYE DETAILS 816-B598-02

8 CARGO GUIDES SUPPORTS & WELLS 816-B598-01

7 SPUD WELLS 816-B552-01

6 WELDING SCHEDULE 816-B305-01

5 CRANE RUNWAY DETAILS 816-B410-02

4 LONGITUDINAL STRUCTURE 816-B311-01

3 TRANSVERSE STRUCTURE 816-B309-01

2 SIDE PLATING 816-B307-02

1 GENERAL ARRANGEMENTS 816-B215-01

NO. TITLE DWG. NO.

F

E

F

E

12345678

8 7 6 5 4 3 2

D

C

B

A A

B

C

D

816-B307-01 SCALE: 1/4" = 1'-0" SHEET: 1 of 3

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'

DECK & BOTTOM STRUCTURE

ONB MDC RNS

DAN TO

/s/ TIMOTHY KEYSER

/s/ GREG LEE

08-APRIL-2016

L8x4x 1/2

LONGITUDINALS

L4x3x 3/8

LONGITUDINALS

L8x4x 1/2

LONGITUDINALS

0'

-3

'-8

5'

-9

'-8

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

BOTTOM PLATING SCANTLINGS

SPUDWELL CUT-OUTS TYP.

SEE REF. DWG 816-B552-01

FRAMES 3 TO 19:

BOTTOM PLATING SHALL BE

8" PLT

BOTTOM LONGITUDINALS SHALL BE L4x3x

BOTTOM TRANSVERSES SHALL BE 12x4x

8 FLG PLT

BILGE PLATE SHALL BE

4" PLT

CL

NT BHD

NT BHD

NT BHDCL

LONG'L BHD ACCESS OPENINGS

ARE 2'-0" ABV. BOTTOM PL, TYP.

SEE DWG 816-B311-01

0'

-3

'-8

5'

-9

L8x4x 1/2

LONGITUDINALS

L4x3x 3/8

LONGITUDINALS

L8x4x 1/2

LONGITUDINALS

'-8

5'

-9

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

CL

SPUDWELL CUT-OUTS TYP.

SEE REF. DWG 816-B552-01

NT BHD

NT BHD

NT BHD

NT BHD

NT BHD

NT BHD

NT BHD

FRAMES 3 TO 19:

BOTTOM PLATING SHALL BE

8" PLT

BOTTOM LONGITUDINALS SHALL BE L4x3x

BOTTOM TRANSVERSES SHALL BE 12x4x

8 FLG PLT

BILGE PLATE SHALL BE

4" PLT

BOTTOM PLATING SCANTLINGS

NT BHD

NT BHD

FRAMES 19 TO 22:

BOTTOM PLATING SHALL BE

8 " PLT

BOTTOM LONGITUDINALS SHALL BE L8x4x1

BOTTOM TRANSVERSES SHALL BE 21x6x3

4 FLG PLT

BILGE PLATE SHALL BE

4 " PLT

FRAMES 0 THRU 3:

BOTTOM PLATING SHALL BE 1" PLT

BOTTTOM LONGITUDINALS SHALL BE L8x4x

BOTTOM TRANSVERSE'S SHALL BE 21x6x

4 FLG PLT

BILGE PLATE SHALL BE 1" PLT

CL NT BHD

WT BHD

FRS. 15-19

F

E

F

E

910111213141516

16 15 14 13 12 11 10

D

C

B

A A

B

C

D

816-B307-01 SCALE: 1/4" = 1'-0" SHEET: 2 of 3

SIZE PROJECT NO. DWG. NO. REV

D 2920 -

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

7'-0"

10'-8 5 16 "

32'-6" MOVEMENT LIMIT

WITH REMOVABLE CRANE STOPS INSTALLED

3'-8 5 16 "

NT BHD @ 7'-8" OFF CL, P/S

NT BHD @ 10'-3" OFF CL, P/S

5'-0" 5'-6"

TYP.

FRS. 1-21

CL

911 10 8 57 6 4 23 1 0

WT

BHD

WT

BHD

WT

BHD

= 8,900 PSF FOR CRANE TRACK AREA

MAIN DECK SURFACE PRESSURES

ALL OTHER AREA ON DECK RATED FOR 5,000 PSF (EXCEPT IWO OF MANHOLES)

F

E

F

E

1718192021222324

24 23 22 21 20 19 18

D

C

B

A A

B

C

D

816-B307-01 SCALE: AS SHOWN SHEET: 3 of 3

SIZE PROJECT NO. DWG. NO. REV

D 2920 -