Attachment_A_-_Design_Drawings_842-E455-01_REV_D__McCAULEY_CRAWLER_CRANE....pdf

DATE

APRD FOR THE DIRECTOR - CHR DES BR

RECOMMENDED - SECT CH

SUBMITTED - PROJ ENG

CHK'D BYDES. BYDR. BY

MARINE DESIGN CENTER

PHILADELPHIA, PA

REVISIONS

REV DESCRIPTION DATE APPROVED

A GENERAL NOTES UPDATED; DIMENSIONS CORRECTED 10-17-2017 RNS

B WELDING NOTES ADDED; NOTES CORRECTED 10-31-2017 RNS

C NOTE #10 ADDED TO FRACTURE CRITICAL WELDING NOTES 11-15-2017 RNS

D

WELDING & WELDING INSPECTION REQUIREMENT NOTES

HAVE BEEN UPDATED TO REFELCT THE CHANGE FROM D1.5

TO D1.1 REQUIREMENTS

GENERAL NOTE 2 HAS BEEN REVISED FROM D1.5 TO D1.1

12-12-2017 TJK

GENERAL NOTES

1. CRANE FOUNDATION IS DESIGNED FOR THE FOLLOWING CRANE CRAWLER PARAMETERS:

- MIN. DISTANCE BETWEEN CRAWLERS - 13'-9"

- MAX. OVERALL DISTANCE BETWEEN OUTBOARD EDGE OF CRAWLERS (EXCLUDING CRANE ACCESS STEPS) - 21'-9"

- MIN. CRAWLER WIDTH = 42"

- MAX. CRAWLER WIDTH = 48"

- MIN. CRAWLER LENGTH OVERALL = 25'-5/8"

- MAX. CRAWLER LENGTH OVERALL = 26'-3"

WARNING:

SELECTION OF CRANE CRAWLER PARAMETERS THAT DO NOT MEET THE ABOVE REQUIREMENTS WILL

REQUIRE SIGNIFICANT RE-DESIGN OF THE CRANE FOUNDATION STRUCTURE.

2. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH AWS D1.1 & ABS STEEL VESSEL RULES.

ALL WELDING TO BE IN ACCORDANCE WITH FRACTURE CRITICAL, WELDING & WELDING INSPECTION

REQUIREMENTS AS STATED ON THIS DRAWING.

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

4. ALL STRUCTURAL STEEL SHAPES TO BE ASTM A36.

5. ALL WELDING ELECTRODES TO BE E70.

6. ALL WELDING TO BE DOUBLE CONTINUOUS, EXCEPT WHERE NOTED.

7. CONTRACTOR TO FABRICATE ENTIRE PLATE ASSEMBLY WITH SLOT WELD OPENINGS & ALL L6 4 3

8 DECK

STIFFENERS, PRIOR TO WELDING TO CRANE FOUNDATION MEMBER TOP FLANGES.

8. CRANE CRAWLER TIE-DOWN PADEYES ON CRANE FOUNDATION STRUCTURE ARE TO BE PROVIDED FOR INBOARD AND OUTBOARD SIDES OF CRANE CRAWLERS, LOCATED IN WAY OF MAIN TRANSVERSE MEMBERS OF CRANE

FOUNDATION STRUCTURE ABOVE CRANE DECK.

9. CRANE CRAWLER TIE-DOWN PADEYES ON CRANE FOUNDATION STRUCTURE WILL BE DESIGNED BY USACE AFTER

CRANE HAS BEEN SELECTED.

10. CRANE FOUNDATION INSTALLATION & PAINTING SEQUENCE SHALL BE AS FOLLOWS:

1. ALL CRANE FOUNDATION STRUCTURE SHALL BE COATED WITH WELDABLE PRE-CONSTRUCTION PRIMER PRIOR TO WELDING. THE PRE-CONSTRUCTION PRIMER MUST BE OF THE SAME PAINT MANUFACTURER THAT

IS SELECTED TO PROVIDE THE COATING FOR THE CRANE FOUNDATION STRUCTURE.

2. PRE-FABRICATE NEW CRANE FOUNDATION STRUCTURAL MEMBERS, EXCEPT FOUNDATION CRANE DECK

PLATE ASSEMBLY.

3. REMOVE CRANE, INCLUDING CRANE BASE STRUCTURE.

4. BLAST MAIN DECK AREA ENCLOSED BY NEW CRANE FOUNDATION & GRIND ANY EXISTING WELDS FLUSH IF

NECESSARY IWO NEW CRANE FOUNDATION PERIMETER GIRDERS.

5. WELD NEW CRANE FOUNDATION STRUCTURE, EXCEPT CRANE DECK PLATE ASSEMBLY TO MAIN DECK .

CRANE FOUNDATION MOUNTING FLANGES FOR CRANE DECK PL TO BE PARALLEL TO VESSEL BASELINE.

6. PAINT INTERIOR OF CRANE FOUNDATION UP TO UNDERSIDE OF TOP FLG OF ALL FOUNDATION TRANSVERSE &

LONGITUDINAL MEMBERS AND MAIN DECK TOP SURFACE ENCLOSED BY CRANE FOUNDATION.

PAINT UNDERSIDE OF CRANE DECK PLATE ASSEMBLY, INCLUDING ALL L6 4 3

8 STIFFENERS, BETWEEN

MOUNTING FLANGES, PRIOR TO WELDING. PAINTING SHALL BE IAW SPECIFICATIONS AND PAINT SCHEDULE.

7. WELD TOP PLATE TO TOP SURFACE OF CRANE FOUNDATION MEMBER FLANGES.

8. INSTALL FWD & AFT CRANE STOPS, CURBING & TIMBER RETAINING STRUCTURES.

9. PAINT EXTERIOR OF NEW CRANE FOUNDATION STRUCTURE, INCLUDING TOP PLATE & FWD/AFT CRANE STOPS & TIMBER RETAINING STRUCTURE. PAINTING SHALL BE IAW SPECIFICATIONS AND PAINT

SCHEDULE.

11. W24x131 TO W36x210 END CONNECTION CONSTRUCTION SEQUENCE FOR OUTBOARD STRUCTURE SHALL BE AS

FOLLOWS.

1.WELD VERTICAL 34"x1" STIFFENER PLATES TO BOTH SIDES OF W36x210 WEB

2. WELD HORIZONTAL PL CHOCKS TO BOTH SIDES OF VERTICAL STIFFENER PLATE ON

OUTBOARD SIDE OF W36x210 WEB.

3. WELD 15"x1" PL VERT. WEB PL TO W36x210 FLGS, MAIN DECK PLATE & 34"x1" VERTICAL STIFFENER PLATES.

4. WELD HORIZONTAL PL CHOCKS TO 15"x1" VERTICAL WEB PLATE.

5. WELD DIAGONAL PL CHOCK TO VERTICAL 34"x1" STIFFENER PL & 15"x1" VERT. WEB PLATE.

12. EXISTING HULL STRUCTURE AT FRAME 84 & BETWEEN FRS. 88-92, IWO NEW CRANE STOPS, TO BE BLASTED IAW SPECIFICATIONS & COATED WITH WELDABLE PRE-CONSTRUCTION PRIMER, PRIOR TO HULL STRUCTURAL

MODIFICATIONS.

13. ALL HULL STRUCTURAL MODIFICATIONS TO BE COMPLETED PRIOR TO WELDING CRANE FOUNDATION

STRUCTURE TO THE MAIN DECK.

14. BLAST AND PAINT HULL STRUCTURE AT FRAME 84 & UNDERDECK STRUCTURE IWO CRANE STOPS IAW SPECIFICATIONS AND PAINT SCHEDULE, AFTER WELDING NEW CRANE FOUNDATION STRUCTURE & HULL

STRUCTURE MODIFICATIONS.

DERRICK BOAT McCAULEY

ISOMETRIC VIEW

x x x x

WELDING, & WELDING INSPECTION REQUIREMENTS:

1. ALL STEEL MEMBERS OF THE CRANE FOUNDATION STRUCTURE ABOVE THE MAIN DECK,

EXCEPT THE CRANE DECK PLATE, ARE FRACTURE CRITICAL.

2. ALL WELDS FOR THE CRANE FOUNDATION STRUCTURE ABOVE THE MAIN DECK SHALL BE

SHALL BE IN ACCORDANCE WITH AWS D1.1.

3. ALL WELDS FOR THE HULL INTERIOR STRUCTURE MODIFICATIONS SHALL BE IN ACCORDANCE

WITH ABS.

4. ALL WELDS ON THE CRANE FOUNDATION STRUCTURE ABOVE THE MAIN DECK ARE FRACTURE

CRITICAL EXCEPT FOR THE CRANE DECK PLATE.

5. THE CERTIFIED WELDING INSPECTOR (CWI) SHALL VISUALLY INSPECT 100% OF ALL WELDS

THROUGHOUT THE WELDING PROCESS, FOR THE CRANE FOUNDATION STRUCTURE ABOVE

DECK, TO ASSURE COMPLIANCE WITH AWS D1.1 AND THE APPROVED WELD PROCEDURE

SPECIFICATION (WPS).

6. A MINIMUM OF 50% OF ALL FILLET WELDS AND PARTIAL PENETRATION WELDS SHALL BE

RANDOMLY SELECTED AND EXAMINED BY MAGNETIC PARTICLE TESTING (MT) OR DYE

PENETRANT TESTING (PT). 100% OF ALL FILLET AND PARTIAL PENETRATION WELDS AT ALL

WIDE FLANGE BEAM END CONNECTIONS SHALL BE EXAMINED BY MAGNETIC PARTICLE

TESTING (MT) OR DYE PENETRANT TESTING (PT).

7. 100% OF ALL FULL−PENETRATION WELDS SHALL BE ULTRASONICALLY

TESTED (UT), EXCEPT THE CRANE DECK PLATE.

8. BUTT JOINTS SHALL BE EXAMINED BY BOTH RADIOLOGICAL TESTING (RT) AND ULTRASONIC

TESTING (UT).

9. VESSEL HULL INTERIOR STRUCTURAL MODIFICATIONS SHALL BE EXAMINED BY DYE

PENETRANT TEST (PT), FOR 10% OF TOTAL FILLET WELD LINEAR LENGTH.

10. ALL BUTT JOINTS SHALL BE COMPLETE PENETRATION WELDED JOINTS (CJP), EXCEPT WHERE

NOTED.

WELDING, & WELDING INSPECTION REQUIREMENTS:

1. ALL STEEL MEMBERS OF THE CRANE FOUNDATION STRUCTURE ABOVE THE MAIN DECK,

EXCEPT THE CRANE DECK PLATE, ARE FRACTURE CRITICAL.

2. ALL WELDS FOR THE CRANE FOUNDATION STRUCTURE ABOVE THE MAIN DECK SHALL BE

SHALL BE IN ACCORDANCE WITH AWS D1.1.

3. ALL WELDS FOR THE HULL INTERIOR STRUCTURE MODIFICATIONS SHALL BE IN ACCORDANCE

WITH ABS.

4. ALL WELDS ON THE CRANE FOUNDATION STRUCTURE ABOVE THE MAIN DECK ARE FRACTURE

CRITICAL EXCEPT FOR THE CRANE DECK PLATE.

5. THE CERTIFIED WELDING INSPECTOR (CWI) SHALL VISUALLY INSPECT 100% OF ALL WELDS

THROUGHOUT THE WELDING PROCESS, FOR THE CRANE FOUNDATION STRUCTURE ABOVE

DECK, TO ASSURE COMPLIANCE WITH AWS D1.1 AND THE APPROVED WELD PROCEDURE

SPECIFICATION (WPS).

6. A MINIMUM OF 50% OF ALL FILLET WELDS AND PARTIAL PENETRATION WELDS SHALL BE

RANDOMLY SELECTED AND EXAMINED BY MAGNETIC PARTICLE TESTING (MT) OR DYE

PENETRANT TESTING (PT). 100% OF ALL FILLET AND PARTIAL PENETRATION WELDS AT ALL

WIDE FLANGE BEAM END CONNECTIONS SHALL BE EXAMINED BY MAGNETIC PARTICLE

TESTING (MT) OR DYE PENETRANT TESTING (PT).

7. 100% OF ALL FULL−PENETRATION WELDS SHALL BE ULTRASONICALLY

TESTED (UT), EXCEPT THE CRANE DECK PLATE.

8. BUTT JOINTS SHALL BE EXAMINED BY BOTH RADIOLOGICAL TESTING (RT) AND ULTRASONIC

TESTING (UT).

9. VESSEL HULL INTERIOR STRUCTURAL MODIFICATIONS SHALL BE EXAMINED BY DYE

PENETRANT TEST (PT), FOR 10% OF TOTAL FILLET WELD LINEAR LENGTH.

10. ALL BUTT JOINTS SHALL BE COMPLETE PENETRATION WELDED JOINTS (CJP), EXCEPT WHERE

NOTED.

GENERAL NOTES

1. CRANE FOUNDATION IS DESIGNED FOR THE FOLLOWING CRANE CRAWLER PARAMETERS:

- MIN. DISTANCE BETWEEN CRAWLERS - 13'-9"

- MAX. OVERALL DISTANCE BETWEEN OUTBOARD EDGE OF CRAWLERS (EXCLUDING CRANE ACCESS STEPS) - 21'-9"

- MIN. CRAWLER WIDTH = 42"

- MAX. CRAWLER WIDTH = 48"

- MIN. CRAWLER LENGTH OVERALL = 25'-5/8"

- MAX. CRAWLER LENGTH OVERALL = 26'-3"

WARNING:

SELECTION OF CRANE CRAWLER PARAMETERS THAT DO NOT MEET THE ABOVE REQUIREMENTS WILL

REQUIRE SIGNIFICANT RE-DESIGN OF THE CRANE FOUNDATION STRUCTURE.

2. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH AWS D1.1 & ABS STEEL VESSEL RULES.

ALL WELDING TO BE IN ACCORDANCE WITH FRACTURE CRITICAL, WELDING & WELDING INSPECTION

REQUIREMENTS AS STATED ON THIS DRAWING.

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

4. ALL STRUCTURAL STEEL SHAPES TO BE ASTM A36.

5. ALL WELDING ELECTRODES TO BE E70.

6. ALL WELDING TO BE DOUBLE CONTINUOUS, EXCEPT WHERE NOTED.

7. CONTRACTOR TO FABRICATE ENTIRE PLATE ASSEMBLY WITH SLOT WELD OPENINGS & ALL L6 4 3

8 DECK

STIFFENERS, PRIOR TO WELDING TO CRANE FOUNDATION MEMBER TOP FLANGES.

8. CRANE CRAWLER TIE-DOWN PADEYES ON CRANE FOUNDATION STRUCTURE ARE TO BE PROVIDED FOR INBOARD AND OUTBOARD SIDES OF CRANE CRAWLERS, LOCATED IN WAY OF MAIN TRANSVERSE MEMBERS OF CRANE

FOUNDATION STRUCTURE ABOVE CRANE DECK.

9. CRANE CRAWLER TIE-DOWN PADEYES ON CRANE FOUNDATION STRUCTURE WILL BE DESIGNED BY USACE AFTER

CRANE HAS BEEN SELECTED.

10. CRANE FOUNDATION INSTALLATION & PAINTING SEQUENCE SHALL BE AS FOLLOWS:

1. ALL CRANE FOUNDATION STRUCTURE SHALL BE COATED WITH WELDABLE PRE-CONSTRUCTION PRIMER PRIOR TO WELDING. THE PRE-CONSTRUCTION PRIMER MUST BE OF THE SAME PAINT MANUFACTURER THAT

IS SELECTED TO PROVIDE THE COATING FOR THE CRANE FOUNDATION STRUCTURE.

2. PRE-FABRICATE NEW CRANE FOUNDATION STRUCTURAL MEMBERS, EXCEPT FOUNDATION CRANE DECK

PLATE ASSEMBLY.

3. REMOVE CRANE, INCLUDING CRANE BASE STRUCTURE.

4. BLAST MAIN DECK AREA ENCLOSED BY NEW CRANE FOUNDATION & GRIND ANY EXISTING WELDS FLUSH IF

NECESSARY IWO NEW CRANE FOUNDATION PERIMETER GIRDERS.

5. WELD NEW CRANE FOUNDATION STRUCTURE, EXCEPT CRANE DECK PLATE ASSEMBLY TO MAIN DECK .

CRANE FOUNDATION MOUNTING FLANGES FOR CRANE DECK PL TO BE PARALLEL TO VESSEL BASELINE.

6. PAINT INTERIOR OF CRANE FOUNDATION UP TO UNDERSIDE OF TOP FLG OF ALL FOUNDATION TRANSVERSE &

LONGITUDINAL MEMBERS AND MAIN DECK TOP SURFACE ENCLOSED BY CRANE FOUNDATION.

PAINT UNDERSIDE OF CRANE DECK PLATE ASSEMBLY, INCLUDING ALL L6 4 3

8 STIFFENERS, BETWEEN

MOUNTING FLANGES, PRIOR TO WELDING. PAINTING SHALL BE IAW SPECIFICATIONS AND PAINT SCHEDULE.

7. WELD TOP PLATE TO TOP SURFACE OF CRANE FOUNDATION MEMBER FLANGES.

8. INSTALL FWD & AFT CRANE STOPS, CURBING & TIMBER RETAINING STRUCTURES.

9. PAINT EXTERIOR OF NEW CRANE FOUNDATION STRUCTURE, INCLUDING TOP PLATE & FWD/AFT CRANE STOPS & TIMBER RETAINING STRUCTURE. PAINTING SHALL BE IAW SPECIFICATIONS AND PAINT

SCHEDULE.

REVISIONS

REV DESCRIPTION DATE APPROVED

A GENERAL NOTES UPDATED; DIMENSIONS CORRECTED 10-17-2017 RNS

B WELDING NOTES ADDED; NOTES CORRECTED 10-31-2017 RNS

C NOTE #10 ADDED TO FRACTURE CRITICAL WELDING NOTES 11-15-2017 RNS

D

WELDING & WELDING INSPECTION REQUIREMENT NOTES

HAVE BEEN UPDATED TO REFELCT THE CHANGE FROM D1.5

TO D1.1 REQUIREMENTS

GENERAL NOTE 2 HAS BEEN REVISED FROM D1.5 TO D1.1

12-12-2017 TJK

F

E

F

E

12345678

8 7 6 5 4 3 2

D

C

B

A A

B

C

842-E455-01

SHEET: 3/16" = 1'-0", UNO

D

SIZE PROJECT NO. DWG. NO.

SCALE:

D

3213 D

DEPARTMENT OF THE ARMY

MARINE DESIGN CENTER

PLATFORM & HULL STR. MODS.

DERRICK BOAT MCCAULEY

112' x 52' x 9'-6"

REV

ONB RNS

CORPS OF ENGINEERS

NEW CRAWLER CRANE

NOVEMBER 15, 2017

12" x 12" OAK TIMBER ASSEMBLY (N)CRANE STOPS (N)

FOR FRAME 84

12 REQ'D, P/S

MAIN DECK REINFORCING STRUCTURE (N)

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

FLUSH WATERTIGHT HATCHES (N)

18" CLEAR OPENING

NABRICO MODEL #DF-108

92 88 84 80 76 72 68 64 60 5690

BHD BHD

62112 108 104 100 96 52

29'-1111 16"

28'-63 16"

25'-316"

64 6292 88 84 80 76 72 68 60

889296100104108112 62

BHDBHD

0481216202428323640444852566064687276808490

FWD

6'

-0

6'

-0

4'

-0

4'

-0

'-0

'-0

112'-0"

28'-73 16"

29'-316"

64 6292 88 84 80 76 72 68 60

OUTBOARD PROFILE 13-B

STBD SIDE SHOWN, PORT SIDE SIM. & OPP.

FRAME SPACING = 2'-0"

FRAMES SHOWN ARE ACTUAL DISTANCE AFT OF HEADLOG

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

6'-1 "

9'-6"

" 16 3'-17

7'-13 16"

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

CRANE STOP (N)

W T

BH

D

SECTION 12-B

W T

BH

D

FRAMES SHOWN ARE ACTUAL DISTANCE AFT OF HEADLOG

STBD SIDE SHOWN, LKG INBD, PORT SIM. & OPP.

8'-9" OFF CL, IWO CRANE TRACK

SEE SHEET 3

W8x40 (N)W8x40 (N)

CRANECL

MAIN DECK___

FLG PL (N)1610x4x5

CRANE DECK______

FLG PL (N)10x4x5

12x12 OAK TIMBERS (N)

CRANE STOP (N)

28'-0"

4'-17

9'-6"

FRAMES SHOWN ARE ACTUAL DISTANCE AFT OF HEADLOG

TR

US

S

W T

BH

D

CL

TR

US

S

(N

EW

FRAME SPACING = 2'-0"

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

BARGE & CRANE

NT BHD

NT BHD

NT BHD

NT BHD

W T

BH

D TR

US

S

W T

BH

D

W T

BH

D

W T

BH

D

TR

US

S

TR

US

S

TR

US

S

TR

US

S

TR

US

S

TR

US

S

TR

US

S

GENERAL ARRANGEMENT OF MAIN DECK WITH NEW CRANE FOUNDATION, PLAN 13-D

26-FT CRANE SWING RADIUS MARKING (E)

CL CRANE

2'

-0

9-E 9-E

22-A

22-A

22-E

22-E

12-B 12-B

MAIN DECK___ MAIN DECK___

CRANE DECK______CRANE DECK______

W36X210 (N)

D

F

E

F

E

910111213141516

16 15 14 13 12 11 10

D

C

B

A A

B

C

SHEET:

842-E455-01

SCALE: AS SHOWN

D

SIZE PROJECT NO. DWG. NO.

D

REV

SECTION 9-E

VIEW OF LONG'L BHD SECTION, 14'-0" OFF CL

STBD SIDE, LKG INBD, PORT SIM. & OPP.

FRAMES SHOWN ARE ACTUAL DISTANCE AFT OF HEADLOG

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

2'-3" 1'-81 2"

2"

FW

D

STBD

6'-12" 6'-12"

FW

D

STBD

14'-0" 4'-0" 4'-0"

14'-0"

7'-3"

C8x11.5#, TYP. (E)

WT BHD PL (E)

W8x40 (FROM CRANE STOP) W36x210

OF W8x40 FLG TO

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

TYP. CRANE STOP FDN. STRUCTURE UNDER MAIN DECK

__MAIN DECK PL

STBD SIDE SHOWN, PORT SIDE SIM & OPP.

C8x11.5#, TYP. (E)

BACKING BAR

W8x40 (N)

H8 (E)

W36 SERVES AS A

IWO W36x210 FLG

BEVEL FLG OF W8x40

SECTION 20-C

(TYP.)

OF EXISTING STR. FLG.

LIMITED TO THE DEPTH

CRANE STOP MEMBERS

IWO W8x40

EXCEPT FOR WELD

BEVEL GROOVE PEN. DEPTH

IWO EXISTING DECK STRUTURE

COPE FLG/WEB OF W8x40BEVEL FLG OF W8x40

WEB/FLG

1"R, TYP.

WELD ALL AROUND

1" PL

3/8

5/16

1/4

TYP.

EXISTING DECK STRUCTURE3/16

TYP. FOR BOTTOM

AFT CRANE STOP FDN. STRUCTURE

FRAME 90__

C8x11.5# (E)

C8x11.5# (E)

4' -0

O

FF

C

L

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

FRAME 92__

FRAME 88__

STBD SIDE SHOWN, PORT SIDE SIM. & OPP.

C L

4'

-0

W8x40 (N)

SECTION 18-D

MAIN DECK PL

H8 (E)

3'-9" 1'-6" 1'-6" 3'-3"

W8x40 (N)

BOTTOM PL

1/4

" FLG PL (N)

C8x11.5# (E)

SEE SHEET 5

12x12 OAK TIMBER ASSEMBLY

10x4x 3/8" FLG PL ADDITION

SCALE: 1" = 1'-0"

SUPPORT ,LKG AFT

MAIN DECK PL (E)

SECTION 18-B

10x4x5

1/4

2" LAP

D

F

E

F

E

1718192021222324

24 23 22 21 20 19 18

D

C

B

A A

B

C

D

842-E455-01 SCALE: AS SHOWN SHEET: 3 of 6

SIZE PROJECT NO. DWG. NO. REV

D 3213

TYP.

MODIFIED TO MATCH FRAME 82 STRUCTURE

MODIFIED TRANSVERSE FRAME 84

1/4

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

LKG AFT

FLG PL (N)

MC12x31(N)

1/4

MAIN DECK PL

TYP. FOR ALL

10x4x

BRACKETS

BKT (N)161L3x3 12x14x 5

BARGE & CRANECL

TYP.

(E)162

5x BKT (N)1612x14x 5 BKT (N)1612x14x 5

MC12x31(N)

SEE SHEET 6

OAK TIMBERS

5 FLG PL(N)10x4x 16

5/16

TYP. TOP & BOTT.

TYP.

1/4

12x14x 516 BKT (N)

5/16

TYP.

21'-9", MAX. OTBD TRACK WIDTH

13'-9" MIN. INSIDE CRANE TRACK WIDTH

3'-0"

12'-1"

2" LAP

16"

14"

3'-11

12"

2" LAP

18-B

18-B

18-A

18-A

C8x11.5# (E)

C8x11.5# (E)

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

FRAME 62__

FRAME 61__

FWD CRANE STOP FDN. STRUCTURE

FRAME 63__

SEE DETAIL 18-D FOR AFT INFORMATION

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

MAIN DECK PL

SECTION 18-E

4'

C L

4'

C

L

W8x40 (N)

H8(E)

3'-3" 1'-6" 1'-6" 3'-9"

1/4

BOTTOM PLATE AREA REINFORCEMENTS

SECTION 18-A

FLG PL

MC6x12# (E)

SCALE: 1" = 1'-0"

LKG INBD

(E)8x3

L5x31

10x4x 5

1/4

N T

LO

N

G 'L

BH

D

LKG AFT

N T

LO

N

G 'L

BH

D

N T

LO

N

G 'L

BH

D

BARGE & CRANE

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

FRAME 62

FWD END OF NEW CRANE FOUNDATION, FRAME 90 SIM & OPP

BHD STRUCTURE NOT SHOWN

CL

N T

LO

N

G 'L

BH

D

18" 18" 3'-9"

20-C

20-C 18-E 18-E

88 86 84 82 80 78 76 74 72 70 68 6690

BHD BHD

W10x54W10x54W10x54W10x54 W10x54W10x54

7'-3"

G

88 86 84 82 80 78 76 74 72 70 68 6690

BHD BHD

8"

45° TYP.

88 86 84 82 80 78 76 74 72 70 68 6690

BHD BHD

88 86 84 82 80 78 76 74 72 70 68 6690

BHD BHD

W10x54W10x54W10x54W10x54 W10x54W10x54

W10x54W10x54W10x54W10x54 W10x54W10x54

W10x54W10x54W10x54W10x54 W10x54W10x54

W10x54W10x54W10x54W10x54 W10x54W10x54

FWD

10'-3"

14'-0"

32" TYP.

1" TYP.

7'-3"

ELEVATION 31-B

__MAIN DECK

OUTBOARD CRANE TIE-DOWNS CRANELOCATION TBD, SEE DET. 28-B

CL

STBD SIDE SHOWN, PORT SIDE SIM. & OPP.

W36x210

__CRANE DECK

16 15" "

15"

3'-1

TYP.

16" 35-E

35-E

27-B

27-B

28-B

28-B

34"x1" PL

DESIGN TBD., SEE WELD SEQ. NOTES

BETWEEN W36x210 & W24x131 AT ENDS

SEE SHEET 5

1" PL, CENTER

ON SHEET 1

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

FOR INFO NOT SHOWN SEE DETAIL 27-B

TOP & BOTT. OF PL

3/4" CRANE DECK PL

TYP. END CONNECTION IWO TIE-DOWN PADEYES

UNDER WEB

W24x131

OF W24x131

15"x1" PL

DETAIL 28-B

1" PL, TYP. NS/FS,

CRAWLER CRANE TIE-DOWNS

1"x1" SNIPE, TYP.

W36x210

7 10

" 8" 5

34"

11 5

16"

33-B 33-B

35-B 35-B

WELD ON TOP SIDE OF NOTE:

W10x54

MOUNTING OF CRANE DECK PL.

TOP FLG TO BE FLUSH FOR

1"x1" SNIPE TYP.

L6x4x

BARGE & CRANE

TYP.

CL

CRANE DECK PL___

SEE DET. 33-F

MAIN DECK PL___

TOP & BOTT. FLG/FLG CONN., TYP.

BACK GOUGE

8W36x210 W10x54, TYP.

1"R, TYP.

3'-0"

30°

1" 1"

CRANE DECK PL

W36x210

W10x54

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

NO CHOCKS

34" x 1" STIFF. PL. ON CRANE FDN END

MAIN DECK PL

DETAIL 25-F

1" PL

1"x1" SNIPE, TYP.

34"

16"

BEVEL W24x131 FLG

TO W36x210 BOTT.FLG FOR 15x1 VERT. WEB PL

TYP. ALL DIAG. PL

3/4" CRANE DECK PL

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

FOR INFO NOT SHOWN SEE DETAIL 28-B

1" PL, TYP. NS/FS

DETAIL 27-B

BACK GOUGE

BEVEL FLG OF W24x131 &

WEB OF W24x131 TO W36x210

" MAIN DECK PL (E)16

TYP. END CONNECTION BETWEEN W36x210 & W24x131

W36x210

CHOCKS & TOP SET

NOTE:

CHOCK ONLY

BOTTOM SET OF HORIZONTAL PL

TYP. BOTH SIDES OF W36x210 WEB

OF HORIZ. PL CHOCKS &

BACK GOUGE

ONLY IWO 15x1

VERT WEB PL FLG

FOR OUTSIDE WELD

15x1 VERT. WEB PL

OF W36x210

EXCEPT FOR WELD IWO BACKING BAR

CONSTRUCTION PROCEDURE TO BE I.A.W. GN#11

ON OUTSIDE OF MEMBER

SERVES AS

3/8

3/8

34"

W36x210

CRANE DECK PL

SECTION 28-D

W10x54, TYP.

STBD SIDE SHOWN, LKG AFT, PORT SIM & OPP.

TYP. W24x131 TRANSV. FRAME

OF W10x54

W24x131

1" PL, TYP.

CENTER UNDER FLG

DET. 27-A

CL BARGE & CRANE27-D

27-D

G

" BACKING PL, SEE DET. 35-C

TYP.

BEVEL W10x54 FLG

BACK GOUGE

TYP. W10x54 TO W24x131 CONNECTION &

& BACKING PL, TYP.

DETAIL 26-D

FLG OF W10x54

PARTIALLY REMOVED FOR CLARITY

W24x131

3/4" CRANE DECK PL, TYP.

TRANSV. CRANE DECK WELD SEAM DETAILS

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

SEE SHEET 5

3/8

TYP. SLOT WELD

" BACKING PL

TYP. W10x54 FLG

8TO 6"x

W10x54

1" PL

6"x

2" 1

R 8" TYP.

5 2 51 2"

35-C 35-C

____CRANE DECK

__MAIN DECK

W10x54, TYP.

DET. 25-A3/4" PL

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

BARGE CENTERLINE

W24x131, TYP.

ELEVATION 27-A

SIM. DET. 26-D

BEVEL W10x54 FLG

G

& BACKING PL

TYP.

" BACKING PL

1" PL

CRANE DECK PL

1" PL, NS/FS

SEE DET. 35-C

BACK GOUGE

W10x54

34" x 1" VERTICAL STIFFENER PL.

MAIN DECK PL

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

ON CRANE FDN FWD/AFT ENDS, IWO CRANE TRACK

6"x

DETAIL 26-F

"x1" PL

" 8 51

34"

16"

33-C 33-C

5/16

BEVEL W10x54 FLG

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

FWD END SHOWN, AFT END SIM

CENTERLINE OF CRANE FDN. END

W10x54

CRANE DECK PL

W36x210

TYP. 1"x1" SNIPE, TYP.

& BACKING PL

SEE. DET. 33-B

MAIN DECK PL

1"R TYP.

BACK GOUGE

6"x

1" PL

SECTION 25-A

3/8

G

3 " BACKING PL

3/8

25-C 25-C

WEB OF

FWD END SHOWN, AFT END SIM

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

W36x210

CENTERLINE W10x54 TO W36x210

1" FB

DETAIL 25-C

W10x54

CRANE

W24x131, TYP.

__MAIN DECK

DET. 26-D

__CRANE DECK

CL

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

7'-3" & 10'-3" OFF CENTERLINE

ELEVATION 31-A

W10x54

TYP.

DET.26-F

4'-0"

18"

1 5'-9

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

18"

5'-9

18"

4'-0" 1 15

18" 18" 18" 24" 24" 24" 24" 24" 24" 24" 24"

2"

D 3213 D

F

E

F

E

2526272829303132

32 31 30 29 28 27 26

D

C

B

A A

B

C

D

842-E455-01 SCALE: 3/8" = 1'-0", UNO SHEET: 4 of 6

SIZE PROJECT NO. DWG. NO. REV

1"x1" SNIPE, TYP.

3/8

1"R

TYP.

1"R TYP.

1"R, TYP.

SNIPE 1"x1"

1"x1" SNIPE, TYP.

APPLIES TO ELEV. 31-A

BACK GOUGE-WELD ONLY

WELD ONLY APPLIES

TO ELEV. 27-A3/8

3/8

BACK GOUGE

PLAN VIEW 31-C

L6 x4 x

CL

CRANE DECK PL

CL

L6 x4 x

CRANE

28'-7

W10x54 & W24x131 AT

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

BARGE & CRANE

W x5

W x1

W x2

W x2

W36x210

W36x210

W x1

W x1

W x1

W x1

W x5

FRAME SPACING = 2'-0"

CL

W x5

W x5

W x5

W x5

W x5

W x5

W x1

FRAMES SHOWN ARE ACTUAL DISTANCE AFT OF HEADLOG

CRANE FOUNDATION STRUCTURE

W x5

L6 x4 x

W x5

L6 x4 x

L6 x4 x 83

L6 x4 x83 L6 x4 x

L6 x4 x3

W x5

FR. 76

CRANE

L6 x4 x

W x1

W x5

W x5

W x5

W x5

W x5

8 3 L6 x4 x

W x5

W x5

FOR 18" MANHOLE

TYP.

L6 x4 x

L6 x4 x

L6 x4 x

L6 x4 x

L6 x4 x 3

W x1

L6 x4 x

W x1

L6 x4 x

100% 38-C

SEE DET. 36-E &

L6 x4 x

L6 x4 x

L6 x4 x3

16"

SEE DET. 35-E

CONNECTIONS OF

OUTLINE OF

L6 x4 x3

W x1

INTERSECTING MEMBERS

SEE DET. 33-C, 35-B & 35-C

W x5

3/4" PL

W x5

L6 x4 x

L6 x4 x

L6 x4 x

TYP. BACKING PL

UNDER TOP FLG. OF

2'-

7'-3"

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

3'-9"

" 5'-0"

3'-3 3'-31 4"

28-E

28-E

27-A 27-A

28-D

28-D

31-A 31-A

31-B 31-B

28-F

28-F

STBD SIDE SHOWN, LKG AFT, PORT SIDE SIM. & OPP.

EXTERIOR OF FWD END OF CRANE FOUNDATION

OF W10x54

TYP. W10x54 & L6x4x3/8 TRANSV. FRAME

BARGE & CRANE

SEE SHEET 5

SECTION 28-E

CL

SEE DET. 26-D

STBD SIDE SHOWN, LKG AFT, PORT SIDE SIMILAR & OPP.

1" PL, TYP.

CENTER UNDER WEB

SECTION 28-F

DET. 33-E

1'-6" 1'-6"

26-F

26-F

25-F

25-F

FWD

12"

12"

12"

12" TYP.

24"

TYP.

24"

TYP.

18"

12"

TYP.

14'-21 2" 14'-21

2"

6"

TYP.

6" TYP.

6"

TYP.

16"

W36 FLG.

STEP 4 - WELD PREPARED FLANGE & BACKING PL EDGE TO W36 FLANGE

W10 OR W24 FLG.

BACKING PL

45°

OF BACKING PL & GRIND FILLET WELD FLUSH W/ SURFACESTEP 3 - BEVEL 45

W10 OR W24 FLG.

BACKING PL

1 "3 45°

STEP 1 - BEVEL TOP FLANGE

W10 OR W24 FLG.

12"

STEP 2 - WELD FOUR SIDES FOR BACKING PLATE

BACKING PL

W10 OR W24 FLG.

6"

2"

DETAIL 36-E

TYP. SLOT WELD DETAILS

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

6"

4"

DETAIL 33-C

TYP. W36 TO W24 WITH BACKING PL ASSEMBLY

WELDING DETAILS

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

6x3

4" BACKING PLATE

THRU W10X54 WEB

FLG OF

W36x210

WEB OF

W36x210 FLG OF

W10x54

WEB OF

W10x131

3/8

TYP. ON 3 SIDES

TO W24x131

12"

11"

12"

DETAIL 38-C

CRANE DECK PLATE ASSEMBLY WITH L6x4x3

8 STIFFENERS ATTACHED

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

TYP. SLOT

SEE DET. 36-E

3/4" PL

28'-5"

14'-51 8"

14'-51 8"

28'-101 4"

CL OF BARGE

& CRANE

CL CRANE

FR. 76

3'-21 2"

L6 x4 x3 8

L6 x4 x3 8

L6 x4 x3 8

L6 x4 x3 8

L6 x4 x3 8

L6 x4 x3 8

L6 x4 x3 8

L6 x4 x3 8

L6 x4 x3 8

L6 x4 x3 8

L6 x4 x3 8

L6 x4 x3 8

L6 x4 x3 8

L6 x4 x3 8

L6 x4 x3 8

L6 x4 x3 8

L6 x4 x3 8

L6 x4 x3 8

L6 x4 x3 8

L6 x4 x3 8

L6 x4 x3 8

L6 x4 x3 8

L6 x4 x3 8

L6 x4 x3 8

7'-3"

3'-9"

7'-3"

3'-9"

18" 18"

2"

2"

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

4" TYP.

4'-0" 4'-0" 4'-0" 4'-0" 5'-91 2" 5'-91

2"

18"

R1" TYP.

18" 18"

3'-21 2"

36" 18" 18" 3'-0"

DETAIL 35-B

TYP. DIAGONAL CHOCK STIFFENER FOR W36x210

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

1" PL

SNIPE CORNERS OF DIAGONAL PL

IWO 34"x1" VERT PL CONNECTIONS TO W36x210 WEB & 15"x1" PL VERT. WEB PL

4"

4"

SECTION 33-B

END CONNECTIONS CHOCKS FOR W36x210

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

WEB OF W24x131

WEB OF W36x210

1" PL, TYP

1"x1" SNIPE, TYP.

15"

4"

1"

SPECIAL EDGE PREPARATION SEQUENCE FOR WELDING W10, W24, & W36 FLANGE CONNECTIONS

1. PERFORM EDGE PREPARATION FOR FULL-PENETRATION WELD ON TOP FLANGE OF W10 AND W24 TOP FLANGES, FOR CONNECTION TO TOP

FLANGE OF W36 MEMBERS.

2. BACKING PLATE LENGTHS TO BE 6 1/2", THAT EXTEND 1/2" BEYOND ENDS OF W10 & W24 TOP FLANGES. WELD ON ALL SIDES TO W10 & W24 TOP FLANGES.

3. PERFORM EDGE PREPARATION OF THE BACKING PLATES TO MATCH THAT OF THE W10 & W24 TOP FLANGES, REQUIRED FOR THE FULL- PENETRATION OF THE COMBINED W10 & W24 TOP FLANGE AND BACKING PLATE ASSEMBLIES TO TOP FLANGES OF W36 MEMBERS.

4. FULL PEN. WELD W10 & W24 MEMBERS W/BACKING PLATES TO W36 MEMBERS, AS SHOWN ON THIS DRAWING.

G

2"X

2" SNIPE

TYP.

2"X

2" SNIPE

TYP.

2"X

2" SNIPE

TYP.

G

6" DBL CONT.

@ ENDS

3/8

TYP. FOR

TOP HORIZ.

CHOCK ONLY

SECTION 33-F

L6x4x3/8 TO CRANE DECK PL

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

CRANE DECK PL

L6x4x3

5/16 3-6 5/16 3-6

F

E

F

E

3334353637383940

40 39 38 37 36 35 34

D

C

B

A A

B

C

D

842-E455-01 SCALE: AS SHOWN SHEET: 5 of 6

SIZE PROJECT NO. DWG. NO. REV

D 3213 D

WEB OF W24x131

FLG OF W24x131

DETAIL 35-C

TYP. W10-TO-W24 WITH BACKING PL ASSEMBLY

WELDING DETAILS

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

CRANE DECK PL

6x3

8" BACKING PLATE

THRU W10X54 WEB

FLG OF W10x54

WEB OF W10X54

6"x3

8" BACKING PLATE

THRU W10X54 WEB

SEE SPECIAL EDGE PREP.

NOTES

5/16

TYP. ON 3 SIDES TO W10x54 FLG

SEE SHEET 5 FOR EDGE PREP.

TO WELD FLG. OF W10 & BACKING PL

ASSEMBLY TO W24 FLG

11"

6"

12" TYP.

R1

2" TYP.

DETAIL 35-B

TYP. W36-TO-W24 WITH BACKING PL ASSEMBLY

WELDING DETAILS

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

6"x3

8" BACKING PLATE

THRU W24x131 WEB

FLG OF W24x131

WEB OF W24x131

WEB OF W24x131

1" PL

FLG OF W24x131

CRANE DECK PL

OVER FLG. OF W24x131

TYP. ON 3 SIDES

TO W24x131 FLG

SEE THIS SHEET

FOR EDGE PREP. OF W24

TO WELD FLG & BACKING PL

ASSY TO W36 FLG

8"

6"

WELD THREE SIDES OF BACKING PL

EXCEPT IWO CONNECTION TO W36 FLG.

BACK GOUGE

IWO CONN. TO

W36 TOP FLG

DETAIL 33-E

CORNER FLANGE & WEB CONNECTIONS

OF W36 TO W36 MEMBERS

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

W36x210

(LONG'L)

BACK GOUGE

BACK GOUGE

BEVEL TO BE ON

OUTSIDE OF WEB

CRANE DECK PL

W36x210 (TRANSV.)

1"X1" SNIPE

TYP.

G

DETAIL 35-E

TYP. L6x4x3

8 CRANE DECK PL STIFFENER

LKG AFT

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

L6x4x3

CRANE DECK PL

W36x210 W10x54

TYP. 5/16

1" TYP.

30°

8"

5'-5" TYP.

6'-9"

2'-25 8"

2'-2"

7882 687290 88 84 80 76 626462707486

6'-12"

6'-111 8"

8"

8"

16"

8"

8"

8"

SCALE: 1" = 1'-0"

TYP. 1" DIAGONAL CHOCK

DETAIL 44-C

1"x1" SNIPE TYP.

WT HATCH IN CRANE DECK

12 REQ'D

MODEL# DF-430-18D

DETAIL 42-E

WT FLUSH HATCH

SCALE: 3" = 1'-0"

3/4" CRANE DECK PL

NABRICO, 18"

1/4

CUTOUT 201

2"

18" CLEAR OPENING

1/2" PL R3/4"

FLG PL

1" PL TYP.

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

212x6x

LKG AFT

___MAIN DECK PL

TIMBER ASSEMBLY IWO CRANE TRACK

112x12 OAK TIMBER

SECTION 43-F

W24x131

WEB OF W10x54 MEMBERS

W10x54

CENTER UNDER

1/4

TYP. FOR BKTS.

& GIRDER CONN.

TO DECK PL"

6"

1" 111

1"

41-E

41-E

TYP. CRANE DECK END TIMBER RETAINER ASSEMBLY

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

W8x40, TYP.

SECTION 42-C

BACK GOUGE

SEE DET. 47-A

CRANE DECK PL

TYP.3L6x4x 8

3L6x4x , TYP.8

TYP.

3/8

18" 18"

5'-5" OAK TIMBER LENGTH

9"

12" TYP.

5'-7"

" 1

15"

16"

5/16

TYP.

LKG INBD, FWD END SHOWN, AFT SIM & OPP

STACKED TIMBER LAYERS AND CRANE STOP INTERFACE IWO CRANE TRACK

7'-3" & 10'-3" OFF VESSEL CENTERLINE

W10x54

CRANE DECK PL___ SEE DET. 45-C

1/2" PL

MAIN DECK PL___

W36x210

TO W36x210

3/8

TYP.

ONLY

FOR W8x40

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

DETAIL 45-A

W8x40

12x12 OAK TIMBERS, TYP.

W8x40

2"

2"

12"

43-A

43-A

1/2" PL

CRANE DECK PL

DETAIL 47-A

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

TYP. SIDE PLATE FOR TIMBER RETAINER STRUCTURE

STBD SIDE LKG INBD, PORT SIDE SIM. & OPP.

W36x210

L6x4x3

L6x4x3

3'-0"

11"

21"

3213 D

F

E

F

E

4142434445464748

48 47 46 45 44 43 42

D

C

B

A A

B

C

D

842-E455-01 SCALE: AS SHOWN SHEET: 6 of 6

SIZE PROJECT NO. DWG. NO. REV

D

W8x40 TO

L6x4x

CRANE STOP CONNECTION TO END OF CRANE FDN.

FWD END SHOWN, LKG AFT, AFT END SIM & OPP

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

W8x40, TYP.1/2" PL

1/2" PL, TYP.

SECTION 43-A

SEE DET. 47-A

3'-9" 1'-6" 1'-6"

30° TYP.

5'-8"

3'-1 16

3'-111 4"

47-A

47-A

42-C 42-C

43-B 43-B

45-A

45-A

LOCATIONS OF CRANE STOPS & TIMBER RETAINING STRUCTURE

CRANE & BARGECL

TIMBER ASSEMBLY PLAN 47-D

STBD SIDE SHOWN, PORT SIDE SIM & OPP.

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

" 4'-2" 3

5'-6"

3'-0"

3'-11" 4'-0" 4'-0" 4'-0" 4'-0" 16 2'-5 2'-34"

43-F

43-F

DETAIL 45-C

SCALE: 1" = 1'-0"

SEE DET. 44-C, NS/FS

SEE DET. 44-D, NS/FS

CHOCKS

BACK GOUGE

TYP. FOR HORIZ. PL

TYP. FOR

DIAGONAL PL

CHOCKS

W8x40

NS/FS

DET. 46-C

DETAIL 46-C

TYP. 1" DIAGONAL CHOCK

TYP. 1" HORIZONTAL PL CHOCK

SCALE: 1" = 1'-0"

1"x1" SNIPE TYP.

SCALE: 1" = 1'-0"

DETAIL 46-D

1"x1" SNIPE TYP.

NS/FS

DET. 44-D, NS/FS

DET. 46-D

3/8

3/8

FOR WELD OF

W8x40 FLG

TO TOP OF FLG

OF W36x210

916"

1/2" PL

DETAIL 41-F

12x6x PL1

FLG PL LOCATION

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

12x6x1

3" TYP.

SCALE: 1" = 1'-0"

TYP. 1" HORIZONTAL PL CHOCK

DETAIL 44-D

1"x1" SNIPE TYP.

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

TOP OF CRANE STOP

1/2" PL

DETAIL 43-B

W8x40, TYP.

4 5'-71 "

16 3'-81 "