816-B311-01 LONGITUDINAL STRUCTURE.PDF
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- Solicitation number
- W912BU-16-B-0010
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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 .