816-B311-01 LONGITUDINAL STRUCTURE.PDF

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Attached to
One (1) Steel Deck Barge Federal contract opportunity
Solicitation number
W912BU-16-B-0010
Issued by
Department of the Army Corps of Engineers Engineering District Philadeplhia

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16B0010_SF1410.pdf PDF
16B0010_SF1409_(signed).pdf PDF
16B0010-0003_Amendment.pdf PDF
16B0010-0002_Amendment.pdf PDF
16B0010-0001_Amendment.pdf PDF
485-D498-01 DUNNAGE ARRGT_DETS.pdf PDF
816-B425-01 HANDRAILS.PDF PDF
816-B550-01 SPUDS.PDF PDF
816-B410-02 CRANE RUNWAY DETAILS.PDF PDF
816-B410-01 RUB RAILS AND FENDERING.PDF PDF
816-B215-01 GENERAL ARRANGEMENTS.PDF PDF
816-B420-01 DECK FITTINGS.PDF PDF
816-B307-01 DECK AND BOTTOM STRUCTURE.PDF PDF
816-B415-01 HATCHES AND MANHOLES.PDF PDF
816-B598-03 CRANE LOADING RAMP CONCEPTS.PDF PDF
816-B307-02 SIDE PLATING.PDF PDF
816-B552-01 SPUD WELLS.PDF PDF
816-B105-01 HULL LINES PLAN.PDF PDF
816-B000-01 TITLE SHEET.PDF PDF
816-B406-01 MDC STANDARD FLOATING PLANT PAINT SCHEDULE.PDF PDF
W912BU16B0010_IFB.pdf PDF
816-B598-02 BOW RECESS PADEYE DETAILS.PDF PDF
816-B305-01 WELDING SCHEDULE.pdf PDF
816-B460-01 HULL MARKINGS.PDF PDF
816-B427-01 VERTICAL LADDERS.PDF PDF
816-B598-01 CARGO GUIDE SUPPORTS AND WELLS.PDF PDF
623-D317-01 SERVICE STRUCTURE.pdf PDF
816-B309-01 TRANSVERSE STRUCTURE.PDF PDF
816-B000-02 DRAWING INDEX.PDF PDF
816-B205-01 OUTBOARD PROFILE.PDF PDF
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Text version

DATE

APRD FOR THE DIRECTOR - CHR DES BR

RECOMMENDED - SECT CH

SUBMITTED - PROJ ENG

CHK'D BYDES. BYDR. BY

MARINE DESIGN CENTER

PHILADELPHIA, PA

10'-0"

(MOLDED)

120'-0" (MOLDED)

EQ.

TYP

EQ

TYP

EQ

TYP

EQ.

EQ.

WT ONLY IWO BALLAST TANK

'-1

1"

9'-10" 6 '-8

1 8"

1 8"

0"

3'-3"

1'-73 8"

1'-61 2"

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

TYP.

FRS. 1-212122 1920 18 17 16 911 10121415 13 8 57 6 4 23 1 0

WT

BHD

WT

BHD

WT

BHD

WT

BHD

WT

BHD

LONG'L CL NT BHD/ WT BHD

ONLY WATERTIGHT IN BALLAST TANK AREA

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

L6x4x3

8" TYP.

3/8" PL

TYP.

4x1 FB

TYP. ALL OPENINGS

DETAIL 40-E

16x4x1

2 FP

TYP. AT ALL TRANSV. FRS., NS/FS

SEE DETAIL 33-F

1" PL TYP. IWO ALL

BOW RAMP PADYEYES

13x22 MH

DETAIL 40-A

DETAIL 39-E

DETAIL 3-AFP12x4x3

8DETAIL 36-A

10'-0"

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

TYP.

FRS. 1-212122 1920 18 17 16 911 10121415 13 8 57 6 4 23 1 0

WT

BHD

WT

BHD

WT

BHD

WT

BHD

WT

BHD

LONG'L FRAME

LOCATED AT 1'-8", 3'-5" & 5'-2" OFF CL, P/S

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

1" PL

L8x4x1

2 TYP.

SEE DETAIL 35-A

L4x3x3

8 TYP.

FRS. 3-19

L6x4x3

8" TYP.

DETAIL 40-C

SEE DETAIL 40-F

L8x4x 12 TYP.

FRS. 0-3L8x4x1

2 TYP

FRS. 19-22

FP 15x5x1

(DETAIL 31-A)

DETAIL 38-B

DETAIL 39-F

DETAIL 28-ADETAIL 27-A

DETAIL 26-A DETAIL 29-A

DETAIL 38-F

2'-0"

TYP.

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

TYP.

FRS. 1-212122 1920 18 17 16 911 10121415 13 8 57 6 4 23 1 0

WT

BHD

WT

BHD

WT

BHD

WT

BHD

WT

BHD

LONG'L NT BHD / LONG'L FRAME

BHD LOCATED AT 10'-3" OFF CL, P/S

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

FOR INFO NOT SHOWN SEE LONG'L CL BHD

FOR LONG'L FRAME INFO NOT SHOWN SEE LONG'L FRAME LOCATED @ 1''-8" & 3'-5" & 5'-2" OFF CL

3/8" PL (TYP.)

DETAIL 31-A

1" PL

SEE DETAIL 33-F

CARGO GUIDE SUPPORTS

SEE REF DWG 816-B598-01

1"

DETAIL 3-A

TYP. STIFFERNER GAP, NEAR BOTTOM PL

IN RAKE AREAS ONLY

SCALE: 1" = 1'-0"

L6x4x3

NT BHD PL

BOTTOM PL

1"

DETAIL 5-A

TYPICAL STIFFERNER GAP

NEAR DECK PL

SCALE: 1" = 1'-0"

DECK PL

BHD PL

L6x4x3

1" BOTTOM PL

BHD PL

L6x4x3

DETAIL 4-A

TYPICAL STIFFERNER GAP

NEAR BOTTOM PL

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 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 TO BE I.A.W. 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.

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 TO BE FILLED THROUGH OPEN MANHOLES.

L6x4x3

8" TYP.

ON STBD SIDE ONLY

FP 16x4x 12 TYP. @ ALL TRANSV. FRS.

ONE SIDE ONLY

REVISIONS

REV DESCRIPTION DATE APPROVED

REFERENCES

10 CARGO GUIDE SUPPORTS & WELLS 816-B598-01

9 SPUD WELLS 816-B552-01

8 DECK FITTINGS 816-B420-01

7 HATCHES & MANHOLES 816-B415-01

6 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-B311-01 SCALE: 1/4" = 1'-0" SHEET: 1 of 5

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'

LONGITUDINAL STRUCTURE

ONB MDC RNS

DAN TO

/s/ TIMOTHY KEYSER

/s/ GREG LEE

08-APRIL-2016

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

2'-9" 5'-6" 5'-6" 5'-6"

LONG'L N.T. BHD

LOCATED AT 7'-8" OFF CL, P/S

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

FOR INFO NOT SHOWN SEE LONG'L CL NT BHD

SEE DETAIL 33-F

DETAIL 39-E

R3" TYP.

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

TYP.

FRS. 1-212122 1920 18 17 16 911 10121415 13 8 57 6 4 23 1 0

WT

BHD

WT

BHD

WT

BHD

WT

BHD

WT

BHD

2'-9" 5'-6" 5'-6" 5'-6"

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

TYP.

FRS. 1-212122 1920 18 17 16 911 10121415 13 8 57 6 4 23 1 0

WT

BHD

WT

BHD

WT

BHD

WT

BHD

WT

BHD

LONG'L N.T. BHD

LOCATED AT 7'-8" OFF CL, P/S

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

FOR INFO NOT SHOWN SEE LONG'L CL NT BHD

SEE DETAIL 33-F

DETAIL 39-E

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

TYP.

FRS. 1-212122 1920 18 17 16 911 10121415 13 8 57 6 4 23 1 0

WT

BHD

WT

BHD

WT

BHD

WT

BHD

WT

BHD

LONG'L FRAME

LOCATED AT 6'-5" & 8'-11" OFF CL , P/S

DECK REINFORCEMENT ALONG CRANE TRACK PATH

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

FOR INFO NOT SHOWN, SEE LONG'L FRAME 1'-8", 3'-5" & 5'-2" OFF CL

DETAIL 32-B

DETAIL 36-EDETAIL 38-D

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

TYP.

FRS. 1-212122 1920 18 17 16 911 10121415 13 8 57 6 4 23 1 0

WT

BHD

WT

BHD

WT

BHD

WT

BHD

WT

BHD

LONG'L FRAME

LOCATED AT 12'-2" OFF CL , P/S

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

FOR INFO NOT SHOWN, SEE LONG'L FRAME 1'-8", 3'-5" & 5'-2" OFF CL

SEE DETAIL 30-A

DETAIL 36-E

CUT NOTCH INTO DECK L8x4x1

FOR 2" INSERT PL

SEE REF DWG 816-B598-01

R3" TYP.

DETAIL 40-E

F

E

F

E

910111213141516

16 15 14 13 12 11 10

D

C

B

A A

B

C

D

816-B311-01 SCALE: 1/4" = 1'-0" SHEET: 2 of 5

SIZE PROJECT NO. DWG. NO. REV

D 2920 -

SPUDWELL

2'-9" 5'-6" 5'-6" 5'-6"

SPUDWELL

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

TYP.

FRS. 1-212122 1920 18 17 16 911 10121415 13 8 57 6 4 23 1 0

WT

BHD

WT

BHD

WT

BHD

WT

BHD

WT

BHD

LONG'L BHD, N.T.

LOCATED AT 15'-9" OFF CL, P/S

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

FOR INFO NOT SHOWN SEE LONG'L CL NT BHD

3/8" PL

L8x4x1

2 TYP.

FP 21x6x3

4 TYP

FP 12x4x3

8 TYP.

L6x4x3

8 TYP.

L4x3x1

2 TYP.

L8x4x1

2 TYP.

R 3" TYP

TOP & BOTTOM

ONLY IWO BALLAST TANK FP 16x4x1/2 TYP.

ONE SIDE ONLY @ ALL TRANSV. FRAMES

L6x4x3

8 TYP.

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

TYP.

FRS. 1-212122 1920 18 17 16 911 10121415 13 8 57 6 4 23 1 0

WT

BHD

WT

BHD

WT

BHD

WT

BHD

WT

BHD

LONG'L FRAME

LOCATED AT 13'-11" OFF CL, P/S

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

FOR INFO NOT SHOWN SEE LONG'L FRAME 1'-8", 3'-5" & 5'-2"

CUT NOTCH FOR CARGO GUIDE WELL 2" INSERT PL

SEE REF DWG 816-B598-01 FOR COMPLETE STRUCTURAL DETAILS

DETAIL 37-B

SPUDWELL

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

TYP.

FRS. 1-212122 1920 18 17 16 911 10121415 13 8 57 6 4 23 1 0

WT

BHD

WT

BHD

WT

BHD

WT

BHD

WT

BHD

LONG'L FRAME, IWO SPUDWELLS

LOCATED AT 17'-6" OFF CL, P/S

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

FOR INFO NOT SHOWN SEE LONG'L FRAMES 1'-8", 3'-5" & 5'-2" OFF CL

PA

R

TI

A

L N

T B

H D

BOTTOM INSERT PL

FOR SPUD WELL

SEE DWG 816-B552-01

SEE DETAIL 25-B

DETAIL 37-B

16x16x1

BRACKET TYP.

L6x4x3

8 TYP.

L4x3x3

8 TYP.

L8x4x1

2 TYP.

FP 12x4x3

8 TYP.

FP 21x6x3

4 TYP

L8x4x1

2 TYP.

FP 15x5x3

F

E

F

E

1718192021222324

24 23 22 21 20 19 18

D

C

B

A A

B

C

D

816-B311-01 SCALE: AS SHOWN SHEET: 3 of 5

SIZE PROJECT NO. DWG. NO. REV

2'-0" 1'-10"

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

TYP.

FRS. 1-212122 1920 18 17 16 911 10121415 13 8 57 6 4 23 1 0

WT

BHD

WT

BHD

WT

BHD

WT

BHD

WT

BHD

SPUDWELL PIPE

SEE DWG 816-B552-01

LONG'L FRAME, IWO SPUD WELL

LOCATED AT 19'-2" OFF CL, P/S

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

FOR INFO NOT SHOWN SEE LONG'L FRAMES 1'-8", 3'-5" & 5'-2" OFF CL

SEE DWG 816-552-01SEE DWG 816-B552-01

FOR CONNECTION DETAIL

FP 12x4x3

8 TYP.

L6x4x1

2 TYP.

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

TYP.

FRS. 1-212122 1920 18 17 16 911 10121415 13 8 57 6 4 23 1 0

WT

BHD

WT

BHD

WT

BHD

WT

BHD

WT

BHD

LONG'L FRAME

LOCATED AT 20'-10" OFF CL, P/S

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

FOR INFO NOT SHOWN SEE LONG'L FRAMES 1'-8", 3'-5" & 5'-2" OFF CL

PA

R

TI

A

L N

T B

H D

CUT OUTS FOR FLUSH HATCH OPENINGS

SEE REF DWG 816-B415-01

L8x4x1

2 TYP.

L4x3x1

2 TYP.

L6x4x3

8 TYP.

FP 12x4x3

8 TYP.

FP 21x6x3

4 TYP

L8x4x1

2 TYP.

L8x4x1

TYP.

L8x4x1

TYP.

PA

R

TI

A

L N

T B

H D

1'-3"

6"

3"

2"

4'-7"

L8x4x1

2 TYP.

DETAIL 32-B

STERNLOG STIFFENER

@ 6'-5" & 8'-11" OFF CL, P/S

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

BOTTOM PL

1" DECK PL

STERNLOG

15x1 PL

3"

2"

R1"

1'-3"

4'-7"

6"

6"

DETAIL 31-A

STERNLOG STIFFENER

EXCEPT @ 6'-5" & 8'-11" OFF CL, P/S

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

L8x4x1

2 TYP.

L8x4x1

2 TYP.

FP 15x5x3

8 TYP.

STERNLOG

1'-3"

2'-1"

1'-0"

30-B 30-B

DETAIL 30-A

HEADLOG STIFFENER @ 12'-2" OFF CL

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

4x1 FB

1" HEADLOG PL

1" DECK PL

1" PL

1'-4"

1'-4"

2"

1'-4"

2"

1'-4"

2" 1'-4"

1'-4"

5"

5"

1'-4"

1'-4"

5"

5"

2"

DETAIL 29-A

BUTT BKT. @ TOP

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

DETAIL 28-A

BUTT BKT. @ BOTTOM

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

DETAIL 27-A

LAPPED BKT. @ BOTTOM

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

DETAIL 26-A

LAPPED BKT. @ TOP

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

1/2" PL

1/2" PL

1/2" PL

1/2" PL

16x16x1

2 BRACKET DETAILS:

NOTE: LAPPED BRACKETS SHALL BE LAPPED 4" ON ALL DECK LONG'L & VERT. BHD STIFF

& 3" ON BOTTOM LONG'LS.

1'-1" 3'-4"

8" 17

8"

8" TYP.

FR 18FR 19

WT BHD

DETAIL 25-B

NOTCH NEEDED BOTTOM PLATE INSERT

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

L4x3x3

W T

B H

D

SP

U

D W

EL

L

PA

R

TI

A

L B

H D

16x16x1

2 BRACKET

BOTTOM PL

1'-0"

1'-3"

SECTION 30-B

HEADLOG STIFFENER @ 12'-2" OFF CL

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

30-A

4x1 FB

L8x4x1

1" PL1" PL

HEADLOG PL

L6x4x3

8 TYP.

L8x4x1

2 TYP.

SEE DWG 816-552-01

FP 12x4x3

16x16x1

BRACKET TYP.

L6x4x3

8 TYP.

L4x3x3

8 TYP.

L8x4x1

2 TYP.

FP 12x4x3

8 TYP.

FP 21x6x3

4 TYP

L6x4x3 8 TYP.FP 12x4x3

TYP.

L8x4x1

2 TYP.

DETAIL 32-D

16x16x1

BRACKET TYP.

L6x4x3

8 TYP.

L4x3x3

8 TYP.

L8x4x1

2 TYP.

L4x3x3

L8x4x1

F

E

F

E

2526272829303132

32 31 30 29 28 27 26

D

C

B

A A

B

C

D

816-B311-01 SCALE: AS SHOWN SHEET: 4 of 5

SIZE PROJECT NO. DWG. NO. REV

8" 1'-4"

1"

4"

1'-8"

1" 8"

4" LAP

2"

4" LAP

1"

1"

DETAIL 40-A

2" BRACKET, FOR INTERMEDIATE CL BHD STIFFENERS

BTWN FRAMES 15 THRU 19 ONLY

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

3/8" BOTTOM PL

1" DECK PL1/2" PL

C L

W T

B H

D

L6x4x3

L8x4 x 1/2"

L4x3x3

8 TYP.

1/2" PL

'-8

" 5 '-2

0'

-3

'-5

CL NWT BHD

1'-8"

3'-5"

5'-2"

7'-8"

10'-3"

12'-2"

14'-0"

15'-9"

17'-8"

8'-11"

6'-5"

19'-2"

20'-10"

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

A A

DD

EE

FF

II

K

K

N N

LONGITUDINAL STRUCTURES

14 STRUCTURES, P/S

CL

R6" 4"

2"

2'-31 4"

1'-8"

3'-8"

5'-71 4"

1"

1'-5"

2'-2"

1'-6"

R2"

1'-7"

2"

R2" R1

2"

1"

5'-0"

FR 1 FR 0

33-D 33-D

L6x4x3

4x1 FB

FP 21x6x3

1" PL3/8" PL1" DECK PL

DETAIL 33-F ELEVATION

18" DIA. MANHOLE, NEAR BOW

SEE 33-D FOR PLAN VIEW

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

CUT

OUT

L6x4x3

1" PL

5"

4" LAP

2"

2" 1'-4"

2"

4"

6"

R1 2"

DETAIL 40-C

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

L8x4x1

L4x3x3

3/8" BOTTOM PL

1" PL

W T

B H

D

L6x4x3

DETAIL 28-A

8" 1'-4"

1"

4"

1'-8"

1" 8"

4" LAP

2"

4" LAP

1"

1"

DETAIL 40-A

2" BRACKET, FOR INTERMEDIATE CL BHD STIFFENERS

BTWN FRAMES 15 THRU 19, PORT SIDE ONLY

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

3/8" BOTTOM PL

1" DECK PL1/2" PL

C L

W T

B H

D

L6x4x3

L8x4 x 1/2"

L4x3x3

8 TYP.

1/2" PL

1'-5"

2'-0"

3'-1 4"

6"

6"

2'-2"

R6"

4" LAP

R1"

1"

5'-0"

FR 1 FR 0

36-D 36-D

DETAIL 36-E

HEADLOG REINFORCEMENT @ 6'-5" & 8'-11" OFF CL

FLANGES INBOARD, P/S

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

FP 17x3x1

1" DECK PL

21x6x3

4 FP

21x6x3

4 FP

1" BOTTOM PL

BOW RAKE ONLY

L8x4x1

2x1 FB

24x24x1 FLG BRACKET w/ 3" FLANGE

1" PL

4"

1"

1"

2" 1"

DETAIL 39-F

TYP. DECK CONNECTION

MIDSHIP & FWD FRAMES

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

1" DECK PL

3/8" BOTTOM PL

W T

B H

D

DETAIL 29-A

L6x4x3

L8x4x1

DETAIL 26-A

6"

8"

DETAIL 38-D

BEVEL TRANSITION FOR BOTTOM PLATING

@ FRAME 3, FWD RAKE ONLY

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

W T

B H

D

12ft R

1" BOTTOM PL

FWD RAKE ONLYFR. 3

1'-4"

1"

2"

1'-4"

1"

4"

4"

1" DECK PL

L6x4x3

DETAIL 32-E

RECESS CONSTRUCTION

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

DETAIL 40-F

TYP. DECK STIFFENER CONNECTION

AFT FRAMES

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

L8x4x1

DETAIL 26-A

W

T B

H D

DETAIL 29-A

FRAME 33-D

SCALE 1 : 16

1'-5"

3'-5"

5'-0"

3'-8"

8"

SECTION 33-D

BOW RECESS REINFORMENT, 1" PL @ LONG'L BHDS

STBD SIDE SHOWN, PORT SIMILAR

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

1" HEADLOG PL1" PL

3/8" PL

4x1 FBL8x4x1

ONLY @ 7'-8" OFF CL

L4x3x3

6" FLAT

R2"

4"

4"

2'-3 4"

2'-8"

18" MH

4" LAP

2'-10"

2'-31 4"

2'-5"

1'-6"

R1 2"

R2"

R2" 1'-7"

1'-5"

2"

38-A38-A

1" DECK PL

1" PL

1" PL

1" PL

R6"

4"x1" FB

DETAIL 35-A

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

1" PL

1'-3"

2" 3" 1"

SECTION 36-D

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

1" HEADLOG PL

L8x4x1

2 FP 17x3x1

1" DECK PL

24x24x1 FLG BRACKET w/3" FLG

2x1 FB

5'-6"

1'-10"

1'-10"

1'-3"

2'-6"

2'-0"

1'-10"

DETAIL 33-A

TYP. LONG'L BHD INTERMEDIATE STIFFENER & OPENING ARRANGEMENT

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

4x1 FB

FP 21x6x3

4 TYP

L6x4x3

8" TYP.

EQ EQ

DETAIL 38-A

HEADLOG STIFFENER IN LONG'L FRAME

FWD RAKE ONLY

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

L4x3x3

1" HEADLOG PL

1" PLL4x3x3

4x1 FB

3"

2"

6"

4"

L8x4x1

DETAIL 38-F

TYP. STERNLOG REINFORCEMENT BRACKET

EXCEPT @ 6'-5" & 8'-11" OFF CL, P/S

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

FP 15x5x1

1" PL

1" DECK PL

4'-61 4"

2"

15"

6" 6"

R2"

3'-83 8"

DETAIL 37-B

FWD RAKE ONLY

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

L8x4x1

TYP.

FP 15x5x1

L8x4x1

TYP.

1'-4"

4"

3"

1'-4"

1"

1'-4"

1"

2"

2"

DETAIL 38-B

TYP. MIDSHIP BOTTOM CONNECTION

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

L6x4x3 8W

T B

H D

L4x3x3

8 TYP. BOTTOM PL

R11

2" TYP

R1 2"

DETAIL 40-E

WELDING HOLES, RAKE BHD INTERSECTION SHOWN

TYP FOR ALL WT TRANSV. BHD'S

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

3/8" PL

TR

A

N

SV

. W T

B H

D

FRAME 38-A

SCALE 1 : 16

R11

2" TYP.

DETAIL 39-E

WELDING HOLES, IWO ALL WT TRANSV. BHD'S

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

1" DECK PL

3/8" PL

TR

A

N

SV

. W T

B H

D

1"

1'-4"

1'-4"

DETAIL 38-F

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

DETAIL 29-A

L8x4x1

DECK PL

3/8" PL

10"

DETAIL 36-A

SCALE: 1" = 1'-0"

BOTTOM PL

3/8" PL

DETAIL 27-A

DETAIL 28-A

DETAIL 27-A

F

E

F

E

3334353637383940

40 39 38 37 36 35 34

D

C

B

A A

B

C

D

816-B311-01 SCALE: AS SHOWN SHEET: 5 of 5

SIZE PROJECT NO. DWG. NO. REV

Sheet 1
Section View A -A
Section View B- B
Section View D-D
Detail View 3-A (1 : 12)
Detail View 5-A (1 : 12)
Detail View 4-A (1 : 12)
Sheet 2
Section View F-F
Section View E-E
Section View I-I
Sheet 3
Section View K-K
Section View J-J
Section View L-L
Sheet4
Section View M-M
Section View N-N
Detail View EM (1 : 24)
Detail View EN (1 : 24)
Detail View EP (1 : 24)
Drawing View116
Detail View ET (1 : 16)
Section View 30-B- 30-B
Sheet 5
Drawing View2
Detail View DL (1 : 16)
Detail View 32-C (1 : 24)
Section View A-32-A-32
Detail View 28-E (1 : 16)
Detail View 31-F (1 : 24)
Detail View 38-D (1 : 8)
Detail View 32-E (1 : 24)
Section View 33-D- 33-D
Detail View 33-D (1 : 16)
Detail View 27-A (1 : 16)
Section View 36-D- 36-D
Detail View 25-A (1 : 24)
Detail View EG (1 : 8)
Detail View EH (1 : 24)
Detail View 29-B (1 : 24)
Detail View 30-B (1 : 16)
Detail View 30-E (1 : 8)
Section View 38-A-38-A
Detail View EU (1 : 8)
Detail View 38-F (1 : 24)
Detail View 36-A (1 : 12)

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