816-B552-01_SPUD_WELLS.PDF

PDF 1 MB Posted

Attached to
Spud Barge 150 Ton Crawler Crane Federal contract opportunity
Solicitation number
W912EP17R0022
Issued by
Department of the Army Corps of Engineers Engineering District Jacksonville

About this file

Spec.5

View the file

Other files for this federal contract opportunity

Other files attached to Spud Barge 150 Ton Crawler Crane, newest first.
File Type Posted
QUESTIONS_AND_ANSWERS.pdf PDF
816-B205-01_OUTBOARD_PROFILE.PDF PDF
816-B298-01_Crane_Pick_Points.pdf PDF
816-C598-03-A_RAMP.PDF PDF
816-B550-01_SPUDS.PDF PDF
816-B215-01_REV_A_-_GENERAL_ARRANGEMENTS.PDF PDF
W912EP17R0022.pdf PDF

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

1'-7"

4'-11"

5 1 2 "

5 1 2 "

8 9 16 " 8 1

2 "

3'-3 5 8 "

7"

7"

1'-9"

4'-11"

1'-5 11 16 "

1'-7 3 16 "1'-7 1

8 "

3'-4 3 16 "

4 1 4 "

8" 8"

2'-0"

2'-8" 1'-5"

7"

R8 1 2 "

1"

1"

1'-5 3 4 "1'-5 3

4 "

R 1

2 "TYP.

15x30

MH

DIAGONAL NT BHD - ELEVATION 5-A

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

3/8" PL

3/8" PL

3/8" PL

SI

D

E

SH

EL

L

PL

(R

EF

N T

B H

D

CUT TO FIT

BILGE RAD.

REF DWG

816-B307-02

SIDE LONG'LS

4x1 FB

15x30

MH

L4x3x3

8 TYP

DIAGONAL NT BHD - ELEVATION 3-A

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

L4x3x3

8 TYP

15x30

MH

CUT TO FIT

BILGE RAD.

15x30

MH

2"'-0"

2'-8"

1'-5 3 4 " 1'-5 3

4 "

1'-7 1 8 "

8 1 2 "

1'-9"

4'-11"

1'-5"

1'-7"

7"

1'-7 1 8 " 1'-7 1

8 "

3'-4 7 16 "

3'-3 1 2 "

4 1 4 "

8"

1"

5 1 2 "

R 1

2 " TYP.

4x1 FB

N T

B H

D (R

EF

SI

D

E

SH

EL

L

PL

TYP.

(R

EF

3/8" PL

SECTION 4-F

SPUDWELL CAP

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

Ø 30" O.D.

Ø 21 1 2 "

1/4" CHAMFER

1" PL

DATE

APRD FOR THE DIRECTOR - CHR DES BR

RECOMMENDED - SECT CH

SUBMITTED - PROJ ENG

CHK'D BYDES. BYDR. BY

MARINE DESIGN CENTER

PHILADELPHIA, PA

19'-2"

8-E

6'-9"

1'-9"

1'-8"

1'-8"

1'-8"

5'-6"

2'-8 7 8 " 3-A

3-A

SPUDWELL - PLAN 8-E

STBD SIDE SHOWN, PORT SIMILAR

LOOKING THRU DECK PL TO BOTTOM PL

DECK PL REMOVED FOR CLARITY

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

15'-9" OF CL

W T

B H

D

W T

B H

D

NT BHD

___ SIDE SHELL PL

3'-4"

1'-1"

4'-6"

1'-8"

1'-8"

1'-8"

1'-8"

4" BILGE PL

SPUDWELL BOTTOM - PLAN 2-E

STBD SIDE SHOWN, PORT SIM. & OPP.

LOOKING THRU DECK PL TO BOTTOM PL

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

24"Ø SCH 120 PIPE

8" BOTTOM PL

12x4x3

8 FP

L6x4x3

8 TYP.

L4x3x3

L4x3x3

1" INSERT PL

DETAIL 4-E

15'-0" OFF CL

1'-8"

1'-8"

1'-8"

1'-9"

6'-9"

2'-9"

5'-6"

SPUDWELL - PLAN 8-E

STBD SIDE SHOWN, PORT SIM. & OPP.

LOOKING THRU DECK PL TO BOTTOM PL

DECK PL REMOVED FOR CLARITY

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

W T

B H

D

NT BHD

W T

B H

D

___ SIDE SHELL PL

3-A

3-A

5-A

5-A

7-A7-A

ET

ET

5-B 5-B

3-B 3-B

1'-8"

1'-8"

1'-8"

1'-9"

2'-9"

5'-6"

7-D 7-D

5-D

5-D 3-D

3-D

SPUDWELL PLAN 5-B

STBD SIDE SHOWN, PORT SIM & OPP.

LOOKING DOWN TO BOTTOM PL

DECK PL REMOVED FOR CLARITY

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

W T

B H

D

W T

B H

D

NT BHD15'-0" OFF CL

SIDE SHELL PL

3/8" PL

N T

B H

D

1'-1"

1-D

SPUDWELL BOTTOM PLAN 3-B

STBD SIDE SHOWN, PORT SIM. & OPP.

LOOKING DOWN TO BOTTOM PL

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

BOTTOM PL

DETAIL 1-D

1"

1'-10" 1'-10"

2'-0" 1'-4 3

4 "

1-E

8-C 8-C

6-C 6-C

5-B 5-B

2-C

2-C

3-B 3-B

LONG'L SUPPORT - ELEVATION 7-D

LOOKING INBOARD

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

1" INSERT PL

12x4x3

8 FP

12x4x3

8 FP

NOTCHED

DETAIL 1-E

W T

B H

D

W T

B H

D

22" , SCH 80

STEEL PIPE

1" DECK PL

3/8" BOTTOM PL

G

G

1/4

TYP.

45°

3/8

BEVEL

MAIN

DECK

PL

BEVEL

BUTT

SHELL

PL

4'-11"

1'-7" 2'-0"

2'-8"

1'-6 1 2 "

10 7 8 "

1'-8"

8" 8"

10 5 8 "

1'-6 1 2 "

1'-8"

9 9 16 " 9 3

8 "

5 1 2 "

1'-9"

3'-4 5 8 " 3'-5 1

4 "

2 5 8 "

2'-11"

8"

5 1 2 "

1"

15x30

MH

15x30

MH

1-C

1-C

DIAGONAL NT BHD - 5-D

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

3/8" PL

L4x3x3

8 TYP.

4x1 FB

TYP.

REF DWG 816-B307-02

SIDE LONG'LS

CUT TO FIT

12" BILGE RADIIUS DETAIL 2-C

R 12"

BEVEL INSIDE

CF SPUDWELL PIPE

4'-11"

1'-9" 2'-0"

2'-8"

1'-7"

1'-6 1 2 "

1'-6 1 2 "

10 1 2 " 10 7

8 "

3'-5 1 2 " 3'-4 1

2 "

1'-8 1 8 "

9 3 8 " 9 9

16 "

1'-8 1 8 "

2'-11"

2 5 8 "

1"

8"

5 1 2 "

8" 8"

4 1 4 "

4 1 8 "

15x30

MH

15x30

MH

DIAGONAL NT BHD - 3-D

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

3/8" PL TYP.

L4x3x3

8 TYP.

4x1 FB

TYP.

CUT TO FIT

12" BILGE RADIIUS

3/8" PL

SEE REF. DWG 816-B307-01 FOR

ALL LONG'L LOCATIONS

R 12"

SEE REF. DWG

816-B307-01

FOR BOTT LONG'L LOCATIONS

FRAME 3-B

SCALE 1 : 16

3"

3"

6"

DETAIL 2-C

LIFERING HOLDER

2 PER SPUDWELL, OPP. SIDES

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

DET 7-A

22" ST. PIPE

L6x4x3

BILGE PL

45° 1"

4 1/4"

4 1/4"

DETAIL 1-C

SNIPED BHD STIFFENERS, TYP.

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

4x1 FB

L4x3x3

8 TYP

L4x3x3

8 TYP

N T

B H

D

BOTTOM PL

DETAIL 2-C

TYP. BOTTOM NOTCH CUT, DIAG. BHD'S

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

R 1/2" TYP.

9 1 8 "

1 7

8 " 1" BOTTOM

INSERT PL

8 " BOTTOM PL

1'-0"

DETAIL 1-E

TYPICAL SPUDWELL CONNECTION

AT BOTTOM TO INSERT PLATE

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

22" DIA.

SCH 80 PIPE

12x4x3

8 FP

NOTCHED

W T

B H

D

22" ST. PIPE

22" SCH. 80 STEEL PIPE

SECTION 8-C

22" DIA., SCH 80 STEEL PIPE W/ LIFE RING HOLDERS

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

L6x4x3 81/4

15'-9"

OFF CL

TYP.

30" O.D.

19 3 4 " I.D.

SECTION 6-C

SPUDWELL CAP

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

1" PL

4"

1"

12x4x3

8 FP

45 SNIPE

1" INSERT PL

W T

B H

D

BOTTOM PL

1-C

1-C

SEE REF DWG

816-B307-02

FOR SIDE SHELL

LONG'L LOCATIONS

FRAME 1-C

SCALE 1 : 2

BOTTOM PL

L4x3x3

8 TYP

4x1 FB

3/8" PL

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 SPUDWELL PIPE TO BE API 5L X-52.

5. ADDITIONAL WELDING INFORMATION SHOWN ON CONTRACT DRAWING #816-B305-01. ALL SPUDWELL DIAGONAL BHD PL & STIFFENERS & DECK & BOTTOM LONG'LS IWO SPUDWELL WELDIING TO BE 5/16" DOUBLE CONTINUOUS WELDS.

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

STANDARD FOR HULL STRUCTURE DURING CONSTRUCTION".

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

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.

DETAIL 1-D

SNIPED FLG PL CONNECTION

BTWN PIPE AND BHD

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

G

N T

B H

D

REVISIONS

REV DESCRIPTION DATE APPROVED

REFERENCES

7 SPUDS 816-B550-01

6 LONGITUDINAL STRUCTURE 816-B311-01

5 TRANSVERSE STRUCTURE 816-B309-01

4 SIDE PLATING 816-B307-02

3 DECK & BOTTOM STRUCTURE 816-B307-01

2 WELDING SCHEDULE 816-B305-01

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-B552-01 SCALE: AS SHOWN SHEET: 1 of 1

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'

SPUD WELLS

ONB MDC RNS

DAN TO

/s/ TIMOTHY KEYSER

/s/ GREG LEE

08-APRIL-2016

Sheet1
Drawing View6
Detail View 8-E (1 : 16)
Drawing View31
Drawing View33
Drawing View59
Section View ET-ET
IMPORTANT CORE VIEW FOR PLAN VIEWS
Section View 5-B- 5-B
Section View 3-B- 3-B
Section View 7-D- 7-D
Section View 5-D- 5-D
Section View 3-D- 3-D
Section View 3-B- 3-B
Section View 2-C- 2-C
Section View 1-C- 1-C
Detail View 1-E (1 : 8)
Section View 8-C- 8-C
Section View 6-C- 6-C
Detail View 1-D (1 : 8)
Drawing View88
Section View 1-C- 1-C

File details come from the government source that posted it. Updated .