W9127N24R0001 TRGR Draft 95 Drawings Reference Part 1 USACE.pdf
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CLEAR OPENING
HATCH, 30" X 30"
PLATFORM ACCESS
POINT
WORKING
HATCH,
ACCESS
PLATFORM
POINT
WORKING
BEAM, (S-103)
PERIMETER
(S-102)
PONTOON
(S-107)
"AHB"
SEGMENT
DECK
(S-104)
BEAM
GATE
(S-104)
MIDDLE BEAM
(S-103)
RADIAL BEAM
(S-107)
"AHC"
SEGMENT
DECK
12°
(S-107A)
SEGMENT "D"
DECK
(S-107A)
SEGMENT "C"
DECK
(S-107A)
SEGMENT "B"
DECK
(S-107A)
SEGMENT "C"
DECK
(S-107A) "D"
SEGMENT
DECK
(S-107A) "B"
SEGMENT
DECK
(S-107A)
SEGMENT "A"
DECK
J O
H N D
A Y L
O C
K A
N D D
A M
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
H Y
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
T
PORTLAND DISTRICT
S
E V
E N R
M
IL
E S P .E
A N
S I
D S -0
-1 .1
-1
-J
D P -C .d g n
G
H D
C E
V H
S
D E
M E
A U
X
S-101
U
R B
IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O R
M
P O
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E R
R B
IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O
M
J D
P -1 .1
-5 -5 /1
/0
/2
A
M U
E H
L E
C K
W
N -1
-R -0
NOTES:
ARE SHOWN.
2. FOR CLARITY, NOT ALL COMPONENTS
PROCESS.
1. SEE SPECS FOR MATERIAL AND MANUFACTURE
S-101
A
NEW DRAFT TUBE PLATFORM
PLAN VIEW
"= 1'-0"4
3SCALE:
12" 6" 0 1' 2'
"= 1'-0"4
3SCALE:
12" 6" 0 1' 2'
SECTION A-A
8'-10•"
R 4'-4"
R 12'-10"
(S-102)
PONTOON
S O
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IC
IT
A T
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N N
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F
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A M
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D E
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D B
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D E
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A R
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D A
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S
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S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
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54321
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BORDER VERSION UPDATE [09-2012]
S-101SHEET NAME:g2hdcevh BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 3/18/2015 10:35:52 AM
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H N D
A Y L
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M Y C
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P S O
F E
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IN
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P O
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D R
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U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
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L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
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E N R
M
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E S P .E
A N
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D S -0
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-1
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D P -C .d g n
G
H D
C E
V H
S
D E
M E
A
S-102
R B
IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O R
M
P O
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
P
N T
O
P -1 .1
-5 -5 /2
/0
/2
A
M U
E H
L E
C K
W
N -1
-R -0
A
S-105
D
B
3. FOR CLARITY, NOT ALL COMPONENTS ARE SHOWN.
2. ALL WELDS TO BE 1/8" UNLESS OTHERWISE NOTED.
UNLESS OTHERWISE NOTED.
1. MATERIAL: ALUMINUM GRADE 6061-T6, 1/8" THICK
S-106A
C
SCALE: 3"= 1'-0"
0 3" 6" 12"
TYPICAL LIFTING LUG ASSEMBLY
ON BOTTOM OF PONTOON
HAND HOLD CUTOUTS
ON BOTTOM OF PONTOON
HAND HOLD CUTOUTS
S-105
SEE PARTIAL DETAIL
WITH 1/8" COVER PLATE
BALLAST CHAMBER
ACCESS PORT INTO
DETAILS, S-106
EAR ASSEMBLY
SEE PINNING
4'- 3/4" HOLD 43 1/4" HOLD
PONTOON
PONTOON - TOP
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
TYP
1 X 1 X 1/8 ANGLES
TYP
1 X 1 X 1/8 ANGLES
SYMMETRICAL
SYMMETRICAL4"
12"
8'-0"
DETAIL, THIS SHEET
SEE LIFTING LUG
NON-SKID COATING
PONTOON WITH
COAT TOP OF
21 1/2 "
COVER
HOLE AND
ACCESS
COVER
HOLE AND
ACCESS
COVER
HOLE AND
ACCESS
SEE DETAIL
COVER,
HOLE AND
ACCESS
SEAL
RING, COVER AND
WITH REINFORCING
ACCESS HOLE
27 3/16 "
7/8 "
PLATE
1/8 END
10'-5"
12 1/2 "
8'-6"
12"
39"
6"
24"
1/8
1/8
1/8
1/8
1/8
1/8
TYP
1 X 1 X 1/8 ANGLES
1/8
TYP
1 X 1 X 1/8 ANGLES
PINNING EAR
MIDDLE BEAM
3/16 "
1/8
1/2 "
1/8
1/8
1 15/16 "
LUG
LIFTING
DETAILS, S-106
EAR ASSEMBLY
SEE PINNING
DETAILS, S-106
EAR ASSEMBLY
SEE PINNING
WITH NON-SKID COATING
COAT TOP OF PONTOON
0.10" THICKNESS
DIAPHRAM
BALLAST CHAMBER
1" DRAIN HOLES
DETAILS, S-106
EAR ASSEMBLY
SEE PINNING
1/8
1/8
FOR GATE BEAM
UPPER PINNING EAR
SEE SHEET S-104
HOLE ALLIGNMENT,
FOR TOLERANCES OF
FOR GATE BEAM
LOWER PINNING EAR
3/4" DRAIN PLUG
BOTH SIDES FOR
1 3/8" DIA. THRU
THICKENER RING
7/8" X 1/8"
VENT HOLE
1" DIA. AIR
3 3/8 "
TOP PLATE
3/16
PLATE
3/16 BOTTOM
PLATE
3/16 TOP
ANGLE
1 X 1 X 1/8
ANGLE
1 X 1 X 1/8
ANGLE
1 X 1 X 1/8
PLUGS
1/2" DRAIN
ANGLE
ON BOTTOM
LOCATED
PLUGS
DRAIN
MOUNTED
1/2" FLUSH
SECTION A-A
SCALE: 3"= 1'-0"
0 3" 6" 12"
17" HOLD
17" HOLD
20"
PLATE
1/8 SIDE
PLATE
1/8 SIDE
PLATE
1/8 END
EAR
PINNING
BEAM
PERIMETER
.35"
4"
SECTION B-B
SCALE: 3"= 1'-0"
0 3" 6" 12"
COPE
1/8
3/163/16
1/8 1/8
1/81/8
8 9/16 "
2"
7"
1 1/2 "R
1" 2"
BALLAST CHAMBER
FLOAT CHAMBER
1 1/2 "
3/4 "
5 17/32 "
4"
11 1/2 "
3/4 "R
1/8
PLATE
BOTTOM
3/16
5 1/8 "
5 1/8 "
20"
13 3/8" REF
8 1/4"
3 3/4 "
8 3/4" REF
20 x 3 x 1/4
SHEET S-104
DETAILS,
PINNING EAR
SEE BEAM
.35" 4"
3"
1/2" COPE
1/4" PL
S O
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A R
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D A
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S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
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BORDER VERSION UPDATE [09-2012]
S-102SHEET NAME:g2hdcevh BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 3/18/2015 10:36:56 AM
D R
A W
N B
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C H
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K E
D B
H N D
A Y L
O C
K A
N D D
A M
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
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L A
N D
O R
E G
D R
O E
L E
C T
R
IC
D
E S
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N C
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T E
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U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
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L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
E V
E N R
M
IL
E S P .E
A N
S I
D S -0
-1 .1
-1
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D P -C .d g n
G
H D
C E
V H
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D E
M E
A
S-103
R B
IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O R
M
P O
W E
R H
O U
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C O
L U
M B
IA
R
IV
E E
T
B E
A M D
E T
A
IL
S J
D P -1 .1
-5 -5 /3
/0
/2
A
M U
E H
L E
C K
W
N -1
-R -0
A
B
NOTES:
1/16".
3. RADIUS ALL INTERIOR REENTRANT CORNERS BY
2. FOR CLARITY, NUTS AND BOLTS ARE NOT SHOWN.
1. SEE SPECIFICATIONS FOR DETAILS.
I6 X 4.695'-11 15/16 "
1 1/8 "2"R 5'-11"
I6 X 4.69 153.6°
PERIMETER BEAM WELDMENT ASSEMBLY
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
JOINT DETAIL
SEE NEW PERIMETER BEAM
1/8
TYP
1/8 1 1/2
1/8 1 1/2
TYP
1/8 1 1/2
TYP
1/8 1 1/2
1 11/16 "
5 5/16 " 3"
13/16 "
1 1/2 "
3"
2 5/16 "
1 1/2 "
AS SHOWN
COPE BEAM WEB
4'-1 1/8" HOLD
4"
1 1/2 "
1/2" DIA. BOLTS
FOR ASTM A325
9/16" DIA. HOLES
SEE NOTE 3
1/16 "R
4"
BEAM - A
PERIMETER
BEAM - B
PERIMETER
RADIAL BEAM
BEAM - A
PERIMETER
BEAM - B
PERIMETER
2 1/4 "
4'-6 29/32 "
SCALE: 3"= 1'-0"
0 3" 6" 12"
2 5/16 "
1 1/2 "
11/16 "
SCALE: 3"= 1'-0"
0 3" 6" 12"
RADIAL BEAM
I6 X 4.69
ASSEMBLY
BEAM
PERIMETER
TOWARDS
THIS END
2 1/4 "
2"R
RADIAL BEAM
1/2" DIA. BOLTS
FOR ASTM A325
9/16" DIA. HOLES
1 1/8 "
R 1/4", TYP
I6 X 4.69
OPPOSITE HAND
PERIMETER BEAM - B
VIEW "A" PERIMETER BEAM - A
TYP
SCALE: 3"= 1'-0"
0 3" 6" 12"
SCALE: 3"= 1'-0"
0 3" 6" 12"
JOINT DETAIL
NEW PERIMETER BEAM
WELDMENT DETAIL
NEW PERIMETER BEAM
RETROFIT (INSTALLATION BY OTHERS)
VIEW "B" EXISTING PERIMETER BEAM
S O
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D B
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D E
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IP
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N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
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T D
S \C
A D
D -W o rk s p a c e s \N
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S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
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N F
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BORDER VERSION UPDATE [09-2012]
S-103SHEET NAME:g2hdcevh BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 3/18/2015 10:37:42 AM
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H N D
A Y L
O C
K A
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A M
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A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
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N D
O R
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D R
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L E
C T
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T E
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U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
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L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
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M
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H D
C E
V H
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D E
M E
A
E
E T
S-104
R B
IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O R
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P O
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R H
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C O
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B
A M D
E T
A
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S J
D P -1 .1
-5 -5 /4
/0
/2
A
M U
E H
L E
C K
W
N -1
-R -0
ABOUT
SYMMETRICAL
A
ALIGNED WITH COTTER PIN HOLE.
4. GRIND SHALLOW NOTCH IN HEAD OF PIN
1/8".
3. RADIUS ALL INTERIOR REENTRANT CORNERS BY
2. SEE SPECIFICATIONS FOR DETAILS.
1. FOR CLARITY, NOT ALL COMPONENTS ARE SHOWN.
1/81/8
1/8
1/8
1/8
1 1/2 - 4
1 1/2 - 4
1/8 1 1/2 - 4
1 1/2 - 4
3"
PATTERN
BEAM BOLT
MATCH MIDDLE
SIDE
TOP
4 1/2 "
3/4 "
3/4 "
SCALE: 3"= 1'-0"
0 3" 6" 12"
BRACKET
RADIAL BEAM TO MIDDLE BEAM
1/2" BOLTS
FOR ASTM A325
9/16" DIA. HOLES
SEE NOTE 4
SEE NOTE 4
4"
5 5/16 "
2'-4 1/8 "
4"
5 5/16 "
5 5/16 "
A
B
HOLD
13 3/8"
HOLD
22 1/8"
CBA.0625
1 11/16 "
3"
TIP - A36
SOLID STEEL
CAP - A36
SOLID STEEL
3'-3 15/16" HOLD
4 X 1 1/8"
PATTERN
BEAM BOLT
MATCH MIDDLE
PINS
FOR COTTER
3/16" HOLES
ON BEAMS
OF COPE
CORNERS
INSIDE
TYP, ALL
R 1/16"
TYP
R 1/16"
45°
45°
2'-7 15/16 "
7 5/16 "
3"
1/8 "
SCALE: 3"= 1'-0"
0 3" 6" 12"
10"
7 5/16 "
2"
1/8 "
1/4 "
1/4 "
BEAM PIN
TIP - A36
SOLID STEEL
CAP - A36
SOLID STEEL
GRADE B
ASTM A53
STEEL PIPE
3/4" SCH. 80
GRADE B
ASTM A53
STEEL PIPE
3/4" SCH. 80
GALVANIZED
4"
5 1/16 "
13/32 "
8 7/32 "
4 1/2 "
4 5/32 "
3 29/32 "
2 5/32 "
1/8
1/8
3/4 "
3/4 "
SCALE: 3"= 1'-0"
0 3" 6" 12"
GATE BEAM
7'-6 9/16 "
2"R
9/16 "R
1 1/2 "
3'-11 9/32 "
2"R
8"
2"R
1 1/8 "
2"
I6 X 4.69
I6 X 4.69
I6 X 4.69
SCALE: 3"= 1'-0"
0 3" 6" 12"
SECTION A-A
SCALE: 3"= 1'-0"
0 3" 6" 12"
GATE BEAM PIN
COPE BEAM AS SHOWN
4"
7'-2 9/16" HOLD
3'-7 9/32" HOLDC
GALVANIZED
TYP
1/2" COPE,
BACKING PLATE
NOTE
SEE
NOTE
SEE
1 1/4 "
SCALE: 3"= 1'-0"
0 3" 6" 12"
MIDDLE BEAM
0.10 THICK
0.10 THICK
1/4" PL
1/4" PL
SHOWN IN PHANTOM LINES
BEAM BRACKET IN PLACE
RADIAL BEAM TO MIDDLE
ASTM A325 1/2" BOLTS
7/16" DIA. HOLES FOR
1/2" BOLTS
FOR ASTM A325
9/16" DIA. HOLES
2"
2"
1/8
1/8
ALUMINUM PIPE
6061-T6
1 1/4" SCH. 80,
S O
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N N
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A M
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D E
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D B
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D E
S C
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T
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N M
A R
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D A
T E
S
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E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
/1
/2 n w d \n w p \E
T D
S \C
A D
D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
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BORDER VERSION UPDATE [09-2012]
S-104SHEET NAME:g2hdcevh BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 3/18/2015 10:38:23 AM
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C H
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K E
D B
LINER
DRAFT TUBE
MANDOOR BOLTS
7/8" HOLES FOR
BRACKET
DOOR
PONTOON
OPENING
MANDOOR
PONTOON
-0
-1 .1
-1
-J
D P -C .d g n
.S
A R
M Y C
O R
P S O
F E
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IN
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R S
P O
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L A
N D
O R
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O N
H Y
D R
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N C
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T E
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
T
PORTLAND DISTRICT
S T
E V
E N R
M
IL
E S P .E
A N
S I
D
G
H D
C E
V H
S
D E
M E
A U
X
D E
T A
IL
S
S-105
T U
R B
IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O R
M
P O
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E R
J O
H N D
A Y L
O C
K A
N D D
A M
J D
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-5 -5 /5
/0
/2
A
M U
E H
L E
C K
W
N -1
-R -0
A
C K
E T A
N D L
IF
T
IN
G H
A N
D L E
NOTES:
A
A
B
SHOWN.
3. FOR CLARITY, NOT ALL COMPONENTS ARE
BOLTS.
2. BOLT HOLES DRILLED FOR 1/2" ASTM A325
OR 5052 H32 UNLESS OTHERWISE NOTED.
1. ALL MATERIAL IS ALUMINUM GRADE 6061-T6
20"
1 1/2 "
5 3/4 " 6"
1 1/2 "
7 1/4 "
5 3/4 "
3" TYP
SCALE: 3"= 1'-0"
0 3" 6" 12"
DOOR BRACKET
PONTOON
(APPROX.)
5 1/4"
17"
2 13/16 "
3/4 "
4"
CHAMFER
1/8"
13"
9 5/8 "
2"
1 3/4"
3 1/4 "
1/8 "
1/4 "R
5 3/16 "
4 1/2 "
4 1/2 "
1/8 "
1/8 "
1/8
1/8
1/2" SNIPE
1/2" SNIPE
1" SNIPE
MEASURE TO CONFIRM
3/8" MIN. FIELD
CURVE OF LINER BY
SIZE TO CLEAR INSIDE
1/8
TYP
THICK WALL
TUBE, 1/8"
1" DIA. AL
1/8" PL
ANGLE
1 X 1 X 1/8
AT MANDOOR
ISOMETRIC VIEW
SECTION B-B
SECTION A-A
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
NOT TO SCALE
1/8
1/8
1/8
1/8
1/8
1/8
TYP 1/8
HOT DIP GALVANIZED
MATERIAL: 1/4" PLATE ASTM A36
2 1/2 "
2 1/2 "
SCALE: 3"= 1'-0"
0 3" 6" 12"
HAND HOLD DETAIL
VIEW D-D (S-102)
1"R
3"
1"R
6"
3"
8"
13 1/2 "
3/16" PL
CHAMBER OPENING COVER
1/8" THICK BALLAST
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
BRACE
OUTER BACKING
PERIMITER BEAM
SECTION B-B
MATL: 6061 OR 5052 H32
1 1/8 " 1 1/8 "
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
3/4 "
2 1/4 "
2 1/4 "
3/4 "
3"
3/8 "R
3/4 "
6 7/8 " 153.6°
INNER BRACE
RADIAL BEAM TO PERIMETER BEAM
1/2" BOLTS
ASTM A325
HOLES FOR
4 1/2 "
MATL: 6061 OR 5052 H32
1/4 "
4 1/2 "
3/8 "R
6"
4 1/2 "
3/4 "
1 1/2 "
1 1/2 "
3/4 "3"
VIEW A-A
3/4 "
2 1/4 " 2 1/4 "
76.8°
1/2" BOLTS
ASTM A325
HOLES FOR
1/8" PL
1/2" PL
3/16" PL
THICK WALL
TUBE, 1/8"
1" DIA. AL
CHAMBER OPENING
FOR BALLAST
THICKENER PLATE
7/8" x 1/8"
1/8" PL
EDGE
TYP, ON BOTTOM
1/16" CHAMFER
1/4 "
S O
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IT
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IO
N N
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IL
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A M
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D B
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D E
S C
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IP
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N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
/1
/2 n w d \n w p \E
T D
S \C
A D
D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
S-105SHEET NAME:g2hdcevh BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 3/18/2015 10:43:13 AM
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D P -C .d
A R
M Y C
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P S O
F E
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IN
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P O
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L A
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O N
H Y
D R
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L E
C T
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U .S
A R
M Y C
O R
P S O
F E
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IN
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R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
T
PORTLAND DISTRICT
S T
E V
E N R
M
IL
E S P .E
A N
S I
D
G
H D
C E
V H
S
D E
M E
A U
X
D E
T A
IL
S
P
IN
N
IN
G E
A R
S-106
T U
R B
IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O R
M
P O
W E
R H
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S E
C O
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M B
IA
R
IV
E R
J O
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A Y L
O C
K A
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A M
J D
P -1 .1
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/0
/2
A
M U
E H
L E
C K
W
N -1
-R -0
1. SEE SPECIFICATIONS FOR DETAILS.
NOTES:
FOR THE GATE BEAM IS INSTALLED UPSIDE-DOWN
DIFFERENCE IS THE LOWER PINNING EAR
PINNING EAR LOCATIONS. THE ONLY
THIS ASSEMBLY IS USED FOR ALL
4 REQUIRED PER PONTOON.
1/8
1 5/8 "
1/8
5 1/8 "
20"
1/8 "
NOTE
SEE
BOTTOM EDGE
ENTIRE EXPOSED
RADIUS AROUND
1/8 "R
4 1/2 "
ALUMINUM PIPE
6061-T6
1 1/4" SCH. 80,
ALLUMINUM TUBE
5" X 3" X 1/4"
2 3/8 "
1 1/2 "R
17" HOLD
1 1/2 "
1 1/8 "
SEE NOTE 2
AND FIT
FLATNESS
FINISH FOR
1/16 "R 1/16 "R
SECTION A-A
SCALE: 12"= 1'-0"
0 1" 2" 3"
BEAM PINNING EAR ASSEMBLY
S O
L
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IT
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N N
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F
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D E
S
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D B
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D E
S C
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IP
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IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
/1
/2 n w d \n w p \E
T D
S \C
A D
D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
S-106SHEET NAME:g2hdcevh BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 3/18/2015 11:01:54 AM
D R
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C H
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A -J
D P -C .d
A R
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P S O
F E
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IN
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R S
P O
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L A
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O R
E G
O N
H Y
D R
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L E
C T
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N C
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T E
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
T
PORTLAND DISTRICT
S T
E V
E N R
M
IL
E S P .E
A N
S I
D
G
H D
C E
V H
S
D E
M E
A U
X
T U
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IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O R
M
P O
W E
R H
O U
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C O
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M B
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IV
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J O
H N D
A Y L
O C
K A
N D D
A M
IN
T
E R
IO
R W
E L
D M
E N
T
S-106A
J D
P -1 .1
-5 -5 /6
A
A N
D P
O N
T O
O N E
N D D
E T
A
IL
S
/0
/2
A
M U
E H
L E
C K
W
N -1
-R -0
2. FOR CLARITY, NOT ALL COMPONENTS ARE SHOWN.
1. SEE SPECIFICATIONS FOR DETAILS.
NOTES:
1/8
1/8
SEAL
1/8 1 1/2 ON 3
ONE SIDE
SEAL
14"
8"
14"
8"
2 9/16 "R
BC
7/16 "
2"
3"R
3"R
2 1/8 "R
COVER PLATE
1/8" THICK
7/8 "
1/8
1/8
1/8
1/8
1/8
1/8
45°
2 15/16 "
OPENING
12"
OPENING
6"
6"
OPENING
12"
11 1/2 "
5 13/16 "
14 13/16 "
17 7/8 "
1 15/16 "
23 7/8 "
1/8" PLATE
HOLE THROUGH
6" DIA. ACCESS
6 1/4 "
RING ID
RING ID
OPENING
SCALE: 3"= 1'-0"
0 3" 6" 12"
VIEW C-C (S-102)
SCALE: 3"= 1'-0"
0 3" 6" 12"
ACCESS DETAIL
BOLTS NOT SHOWN
REQUIRED FOR EACH END OF PONTOON
ACCESS HOLE AND COVER ASSEMBLY
7"
AND FLANGE
FOR COVER, SEAL
7 3/4" OD
8"
7 3/4 "
7"
7"
7 3/4 "
1/8" THICK RUBBER SEAL
1/8" THICK COVER PLATE
SCALE: 3"= 1'-0"
0 3" 6" 12"
COVER DETAIL
BALAST CHAMBER
BOLTS NOT SHOWN
(SHOWN FROM INSIDE PONTOON)
1/8" PL THICKENER RING
(SHOWN FROM INSIDE PONTOON)
1/8" PL THICKENER RING
TYP 8 PLACES
RUBBER WASHER,
SS BOLT WITH
FOR 1/4" X 1"
HOLE THRU 1/8" PL
TYP 8 PLACES
AND RUBBER SEAL,
THRU COVER PLATE
5/16" DIA. HOLES
COVER DETAIL
HOLE AND
SEE ACCESS
1/8" PL
1/8" PL
JOINT DETAIL
SEE DIAPHRAM
SEAL, SEE DETAIL
REQUIRES NO
CHAMBER COVER,
1/8" PL BALAST
6 X 12 X 1/2 PL
SS BOLT
FOR 1/4" X 1"
DRILL AND TAP
PLATE
1/8" BACK
SS BOLT
FOR 1/4" X 1"
DRILL AND TAP
PLATE
1/8" BACK
TYP 6 PLACES
1/4" X 1" SS BOLT,
HOLE THRU 1/8" PL
SCALE: 3"= 1'-0"
0 3" 6" 12"
PONTOON INTERIOR WELDMENTS
4" WELD4" WELD 4" WELD4" WELD
1/8 1 1/2-2 5/8 1/8 1 1/2-2 5/8 1 1/2-2 5/81/81/8 1 1/2-2 5/8
THIS SIDE
NO WELD
END PLATE
1/2" X 1/8" BAR
JOINT DETAIL
SEE DIAPHRAM
THICKENER RING
ACCESS HOLE
THICKENER RING
BALAST CHAMBER COVER
END PLATE
ANGLE
0.1" DIAPHRAM
1/8 1/84" 4" 1/8 4"1/8 4"
1/8
1/8
1/8
1/8
THIS SIDE
NO WELD
INSIDE
NO WELDS
HOLE
DRAIN PLUG
VENT HOLE
BALLAST CHAMBER
SCALE: 12"= 1'-0"
0 1" 2" 3"
DIAPHRAM JOINT DETAIL
S O
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IT
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IO
N N
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F
IL
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A M
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D E
S
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D B
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D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
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/2 n w d \n w p \E
T D
S \C
A D
D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
S-106ASHEET NAME:g2hdcevh BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 3/18/2015 10:44:29 AM
D R
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K E
D B
H N D
A Y L
O C
K A
N D D
A M
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
D R
O E
L E
C T
R
IC
D
E S
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N C
E N
T E
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
S I
D S -0
-1 .1
-1
A -J
D P -C .d
W E
R H
O U
S E
C O
L U
M B
IA
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IV
E
V E
N R
M
IL
E S P .E
G
H D
C E
V H
S
D E
M E
A U
X
A S
S E
M B
L
IE
S A
B
C A
N D D
P L
A T F
O R
M D
E C
K S
E G
M E
N T S
S-107A
T U
R B
IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O R
M
/0
/2
A
M U
E H
L E
C K
J D
P -1 .1
-5 -5 /7
A
W
N -1
-R -0
DESIGN BASIS:
DIAMETER OF THE PIN HEAD.
BEAM PINS BY A MINIMUM OF 1/4" AROUND THE
5. COPE STIFFENERS TO A DEPTH OF 3/16" TO CLEAR
PERMANENT MARKING.
4. MARK WEIGHT ON PANEL SEGMENT BOTTOM WITH
3. MATERIAL: 5052 H32.
ON SHEETS S-107C, D AND E.
2. SEE SEGMENT FRAME DETAILS FOR ALL SEGMENTS
NOTED.
PLATFORM DECK SEGMENTS UNLESS OTHERWISE
1. DIMENSIONS MARKED WITH "REF." APPLY TO ALL
458 HOLES.
3. OPEN VENTILATION SEGMENT D: .6412 SQ. FT.
2. ALUMINUM DESIGN MANUAL 2010.
(3, SPACED AT 18") WITH A SAFETY FACTOR OF 4.
FOR CONCENTRATED LIVE LOADS OF 250 LBS
SAFETY FACTOR OF 4. PLATFORM ALSO DESIGNED
A DISTRIBUTED LIVE LOAD OF 25PSF WITH A
1. TURBINE MAINTENANCE PLATFORM DESIGNED FOR
S-107B
A
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
DECK SEGMENTS A, B, C AND D
REF.
10 7/8"
S-107B
A
S-107D
B
SEE NOTE 5
TO CLEAR PIN,
COPED ON BOTTOM
STIFFENERS TO BE
LOCATION WHERE
CIRCLE INDICATES
12'-11"R
4'-4 3/16 "R
EDGE CLEARANCE TO STIFFENERS
MAINTAIN 1 1/4" TO 1 1/2"
1/2" DIA. ON 1" CENTERS
VENTILATION HOLES
4'-8 1/2 "
FOR SEGMENT D)
(ON OPPOSITE SIDE
LIFTING EAR
NOTCHES FOR PLATFORM
2'-8 1/4" REF.
SEE NOTE 2
SEE NOTE 1
REF.
8'-6 13/16"
SEE NOTE 5
TO CLEAR PIN,
COPED ON BOTTOM
STIFFENERS TO BE
LOCATION WHERE
CIRCLE INDICATES
10 3/4 "
8 1/2 "
8 1/2 "
18 9/16 "
REF.
3 9/16"
REF.
2 3/8"
6 REQUIRED
DECK SEGMENT A
12 REQUIRED
DECK SEGMENT B
6 REQUIRED
DECK SEGMENT D
6 REQUIRED
DECK SEGMENT C
S O
L
IC
IT
A T
IO
N N
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F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
/1
/2 n w d \n w p \E
T D
S \C
A D
D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
S-107ASHEET NAME:g2hdcevh BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 3/18/2015 11:03:08 AM
D R
A W
N B
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C H
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K E
D B
1/8
TYP
1/8
TYP
1/8
1/8 1 1/2 - 3 1/2
2 - 5
1 1/2
1/8
TYP
S-107B
J O
H N D
A Y L
O C
K A
N D D
A M
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
E V
E N R
M
IL
E S P .E
A N
S I
D S -0
-1 .1
-1
B -J
D P -C .d g n
G
H D
C E
V H
S
D E
M E
A U
X
A N
D D
E T
A
IL
S B A
N D C
P L
A T F
O R
M D
E C
K S
E G
M E
N
W E
R H
O U
S E
C O
L U
M B
IA
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IV
R
B
IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O R
M
J D
P -1 .1
-5 -5 /7
B
/0
/2
A
M U
E H
L E
C K
W
N -1
-R -0
1/4" PLATE
FORMED CHANNEL
DIAMOND PLATE
1/8" ALUMINUM
1/8" FORMED CHANNEL
DIAMOND PLATE
1/8" ALUMINUM
SCALE: 3"= 1'-0"
0 3" 6" 12"
DIAMETER OF THE PIN HEAD.
BEAM PINS BY A MINIMUM OF 1/4" AROUND THE
8. COPE STIFFENERS TO A DEPTH OF 3/16" TO CLEAR
OF SKIP WELDING FOR ENGINEERS APPROVAL.
7. SHOP DRAWINGS SHALL CLEARLY SHOW LOCATIONS
PROVIDED IN SEGMENTS B1 AND C1.
6. SHOP VERIFY FIT OF EXISTING HATCH TO OPENING
BY 1 INCH.
5. HOLD BACK FROM TRANSVERSE FILLET WELDS
4. MATERIAL: 5052 H32.
ON SHEETS S-107C, D AND E.
3. SEE SEGMENT FRAME DETAILS FOR ALL SEGMENTS
NOTED.
PLATFORM DECK SEGMENTS UNLESS OTHERWISDE
2. DIMENSIONS MARKED WITH "REF." APPLY TO ALL
PONTOON.
SUPPORT FOR THE DECKING ASSEMBLY ON THE
FORMED CHANNEL BY 1/8" FOR WELDING AND
1. FRAME FOR LIFTING EAR NOTCH DROPS BELOW
GRAB BAR POCKET DETAIL
SEE GRAB BAR DETAIL ON SHEET S-118
NOTES:
S-107D
SEE DETAIL SHEET
CHANNEL STIFFENER
S-107B
A
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
DECK SEGMENTS B1 AND C1
MANDOOR FRAME
OPENING FOR
MANDOOR FRAME
OPENING FOR
SEE NOTE 3
HATCH FRAME
OPENING FOR
SEE NOTE 8
TO CLEAR PIN,
COPED ON BOTTOM
STIFFENERS TO BE
LOCATION WHERE
CIRCLE INDICATES
DRAIN HOLE
1/2" DIA.
SIMILAR
OTHER POCKET
POCKET DETAIL.
SEE GRAB BAR
10 3/4 "
8 1/2 "
8 1/2 "
18 9/16 "
14 13/16 "
32"
15 1/2 "
4'-8 1/2 "
LIFTING EARS
PLATFORM
NOTCHES FOR
REF.
3 9/16"
17 3/16 "
32"
15 1/2 "
REF.
2 3/8"
90°
90.5°
90°
90°
90°
89.5°
1 REQUIRED
DECK SEGMENT B1
1 REQUIRED
DECK SEGMENT C1
3/8 "
4 5/8 "
2 1/4 "
1/8
TYP
1/4" PL
2 3/4 "
1/8" SEE NOTE 1
1/8 SEE NOTE 5
TYP.,
3/8
3/8
8 3/4 "
1/8 "
9 1/4 "
1 3/4 "
2 1/16 "
1/8 "
1/16 "
1/8
1/8
TYP
2 - 6
2 - 6
3/8 "R
1 3/8 "
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
1/8 "
1 3/4 " VARIES
VARIES
FORMED CHANNEL
1/8" THICK
1 3/8"
1 1/2"
STIFFNER
FRAME
1/4" DECK
1/8
TYP
3/16" BENDING
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
SECTION (S-107A)
TYPICAL DECK SEGMENT
1 1/2 - 3
1/16 "
1/8 1 1/2 - 3
1 3/4 "
8 1/2 "
OPENING
1/4 "R
KEEPER PIN
FOR 1/2"
THRU HOLE
PIPE
ALUMINUM
2" SCH. 80
PHANTOM LINES
SHOWN IN
DIAMOND PLATE
PLATFORM LIFTING EAR NOTCH
DETAIL "A" - TYPICAL
IN PHANTOM LINES
OUTLINE SHOWN
DIAMOND PLATE
S O
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A M
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D E
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D B
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D E
S C
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IP
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N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
/1
/2 n w d \n w p \E
T D
S \C
A D
D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
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BORDER VERSION UPDATE [09-2012]
S-107BSHEET NAME:g2hdcevh BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 3/18/2015 11:05:01 AM
D R
A W
N B
Y
C H
E C
K E
D B
1/8
1/8
TYP
1/8
1/8
TYP
1/8
1/8
TYP
1/8
1/8
TYP
1/8
1/8
TYP
1/8
1/8
TYP
1/8
TYP
1/8
1/8
1/8
SPACER PAD
SPACER PADS
S-107C
J O
H N D
A Y L
O C
K A
N D D
A M
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
E V
E N R
M
IL
E S P .E
A N
S I
D S -0
-1 .1
-1
C -J
D P -C .d g n
G
H D
C E
V H
S
D E
M E
A
S
E M
B L
IE
S A
B
C A
N
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
L
A T F
O R
M D
E C
K S
E G
M E
N T F
R A
M E
S
T U
R B
IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O R
M
/0
/2
A
M U
E H
L E
C K
J D
P -1 .1
-5 -5 /7
C
W
N -1
-R -0
SEE NOTE 1
MEET
WHERE STIFFENERS
DIMENSION TO POINT
CHANNEL
1/8" BENT PLATE
OTHERWISE NOTED
STIFFENERS UNLESS
TYPICAL FOR ALL
1/4" X 1 3/8" BAR
SEGMENT D.
SEGMENT C ARE MIRRORED ON PLATFORM
CUTT-OUTS ON THE LIFTING EAR NOTCH SIDE OF
3. DIMENSIONS FOR THE 1/8" FORMED CHANNEL AND
TO HAVE COPED ENDS.
2. ALL STIFFENERS INSIDE THE FORMED CHANNEL
NOTED.
PLATFORM DECK SEGMENTS UNLESS OTHERWISE
1. DIMESNIONS MARKED WITH "REF." APPLY TO ALL
B
S-107E
SHEET
DETAILS ON
STIFFENER
SEE BENT
S-107D
SHEET
SEE DETAIL
STIFFENERS
CHANNEL
CHANNEL
1/8" BENT PLATE
C
SHEET S-107D
SEE DETAIL
SPACER PAD
SHEET S-107B
DETAIL ON
SEE TYPICAL
LIFTING EAR,
PLATFORM
NOTCHES FOR
LIFTING EAR
PLATFORM
NOTCH FOR
SEE S-107D
SPACER PAD
12"
12"
1/4 "
1/4 "
8 13/16 "
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
FRAMES FOR DECK SEGMENTS A, B, C AND D
ALL FRAMES SHOWN WITH 1/8" DIAMOND PLATE REMOVED
39 15/16 "
REF.
8'-6 9/16"
REF.
10 3/4"
9 7/16 "
7 5/8 "
36 3/16 "
22 1/4 "
8 1/16" REF.
22 1/4 "
15 3/4 "
29 3/8 "
21"
8 1/2 "
22 1/4 "
21 1/8 "
21"
14 1/8 "
18 3/8 "
18 1/16 "
4 3/4"
10 1/4"
7 3/4"
22 1/4 "
23 1/8 "
22"
21"
8 1/2"
45 3/16 " 41 13/16 "
34 1/8 "
24 7/16 "
REF.
5 3/4"
8 1/2"
7 5/8"
7 3/4"
31 3/16 "
45 3/16 "
9 7/16 " 9 7/16 "
11 11/16 "
7 3/4"
7 3/4 "
3 9/16" REF.
SEE NOTE 3
4'-7 3/4"
REF.
1 5/8"
A, B & C
FRAMES
6 1/16" FOR
A, B & C
FRAMES
6 1/16" FOR
28 5/16" REF.
32 1/8" REF.
3 9/16" REF.
DETAIL
SEE TYPICAL
SHEET S-107E
DETAILS ON
STIFFENER
SEE BENT
SHEET S-107E
DETAILS ON
STIFFENER
SEE BENT
SPACER PAD
SPACER PAD
ON SHEETS S-107D & E
STIFFENER DETAILS
SEE INTERMEDIATE
JOINING BENT STIFFENERS
TYPICAL DETAIL FOR
26 1/2 " 26 1/2 "
SPACER PAD
DETAIL "B"
TYPICAL WELDED CONNECTION
TO FORMED CHANNEL AND BENT STIFFENER
DETAIL "C" - INTERMEDIATE STIFFENER
6 REQUIRED
DECK SEGMENT A
FRAME FOR
12 REQUIRED
DECK SEGMENT B
FRAME FOR
6 REQUIRED
DECK SEGMENT C
FRAME FOR
6 REQUIRED
DECK SEGMENT D
FRAME FOR
NOT TO SCALE
NOT TO SCALE
HAND)
OPPOSITE
(SEGMENT D
2 PLACES
CHANNEL,
VENT HOLE
NOT TO SCALE
DECKING SEGMENTS C AND C-1
THIS DETAIL IS ONLY FOR
STIFFENER
INTERMEDIATE
CHANNEL
PLATE
1/8" BENT
1/4" STIFFENER
S O
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D B
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D E
S C
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A R
K
D A
T E
S
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E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
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C
B
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D E
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BORDER VERSION UPDATE [09-2012]
S-107CSHEET NAME:g2hdcevh BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 3/18/2015 11:06:16 AM
D R
A W
N B
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C H
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K E
D B
1/8 1/8
1/8
1/8
STIFFENER
1/4" HORIZONTAL
SPACER PAD
STIFFNER
1/4" CHANNEL
PLATE CHANNEL
1/8" BENT
PERPENDICULAR TO THE
CHANNEL STIFFENERS ARE
PLATE NOT SHOWN
1/8" DIAMOND
DIAMOND PLATE
1/8" ALUMINUM
LIFTING EAR
PLATFORM
NOTCH FOR
SHEET S-107X
TYPICAL DETAIL
PONTOON TOP, SEE
SPACER PAD FOR
STIFFENERS
AND INTERMEDIATE
DIAMOND PLATE DECKING
1/4" GAP BETWEEN 1/8"
PLATE DECKING
1/8" DIAMOND
SHEET S-107X
DETAIL
SEE TYPICAL
SPACER PAD
SEE NOTE 3
WIRE, EACH END OF EACH CHANNEL, TYP
SQUARED LOCKING PIN WITH RETAINING
SLOTTED HOLE FOR 3/8" DIA. SS
S-107D
J O
H N D
A Y L
O C
K A
N D D
A M
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
E V
E N R
M
IL
E S P .E
A N
S I
D S -0
-1 .1
-1
D -J
D P -C .d g n
G
H D
C E
V H
S
D E
M E
A U
X
P L
A T F
O R
M D
E C
K S
E G
M E
N T F
R A
M
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
D D
E T
A
IL
S A
S S
E M
B L
IE
S B
A
N D C
T U
R B
IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O R
M
/0
/2
A
M U
E H
L E
C K
J D
P -1 .1
-5 -5 /7
D
W
N -1
-R -0
DIAMOND PLATE
BEFORE WELDING TO
WELD IN PLACE
STIFFENER TACK
1/4" CHANNEL
NOTES:
DIAMOND PLATE
BEFORE WELDING TO
WELD IN 2 PLACES
STIFFENER TACK
1/4" CHANNEL
DIAMETER OF THE PIN HEAD.
BEAM PINS BY A MINIMUM OF 1/4" AROUND THE
5. COPE STIFFENERS TO A DEPTH OF 3/16" TO CLEAR
4. MATERIAL 5052 H32.
ASSEMBLY COMPLETE.
3. CUT/DRILL SLOTTED HOLE AFTER DECK SEGMENT
AND CONDITIONS.
2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS
DESIGN.
SHOWN DESCRIBE DIMENSIONAL LIMITS ON
DETAILED AS PER SPECIFICATION. DETAILS
1. DECKING SYSTEM IS TO BE DESIGNED AND
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
FRAMES FOR DECK SEGMENTS B1 AND C1
10 1/4 "
47"
18 1/16 "
4'-7 3/4 "
43"
14 7/8 "
2 7/8 "
5 3/4 "
2 9/16"
8 1/2"
7 9/16" 2 9/16"
7 9/16"
13 3/16" 8 1/2"
3 15/16"
19 3/16"
22 3/16"
23 1/8"
22 1/4"
39 15/16 " 4'-6 13/16 "
SHEET S-107X
DETAILS
STIFFENER
SEE BENT
5 11/16 "
2 7/8 "
4 13/16 "
17 1/4 "
6 1/16 "
45 3/16 "
4'-6 13/16 "
32 1/4 "
15" 7 7/16 "
2 7/16 "
SHEET S-107E
DETAILS,
STIFFENER
SEE BENT
3 9/16 "
3 15/16 "
2 3/4 "
2 5/8 "
6 1/16 "
4 3/4 "
90°
90.5°
90°
95.5°
2 9/16 "
2 9/16 "
8 13/16 "
S-107C
SEE SHEET
LIFTING EAR,
PLATFORM
C-1 FOR
SEGMENTS C AND
NOTCH ON DECK
90°
96.4°
90°
89.5°
32 1/4 "
ALUMINUM BAR
1 1/8" x 1/4"
STIFFENERS
INTERMEDIATE
ALUMINUM BAR
1 1/8" x 1/4"
STIFFENERS
INTERMEDIATE
PLATE CHANNEL
1/8" BENT
SEE NOTE 3
HOLE DETAIL,
SLOTTED
SEE TYPICAL
ALUMINUM BAR
1 3/8" X 1/4"
TYPICAL SIFFENER
SEE NOTE 5
TO CLEAR PIN,
COPED ON BOTTOM
STIFFENERS TO BE
LOCATION WHERE
CIRCLE INDICATES
27 1/8 "
1 REQUIRED
DECK SEGMENT B1
FRAME FOR
1 REQUIRED
DECK SEGMENT C1
FRAME FOR SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
CHANNEL
PLATE
1/8" BENT
SECTION B-B (S-107A)
SCALE: 12"= 1'-0"
0 1" 2" 3"
(S-107C)
CHANNEL STIFFENER DETAIL
1 1/4 "
1 1/2 "
DIAMOND PLATE
1/8" ALUMINUM
1 1/4 "
1 1/4 "
1/8 "
SCALE: 12"= 1'-0"
0 1" 2" 3"
SEGMENTS C, C1 AND D
SPACER PADS FOR
SPACER PAD DETAIL (S-107C)
PLATE CHANNEL
1/8" BENT
PLATE CHANNEL
1/8" BENT
SPACER PADS
CLIP CORNERS
9/16 "
9/16 "
1/4 "
7/16 "
SCALE: 12"= 1'-0"
0 1" 2" 3"
SLOTTED HOLE DETAIL
S O
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N N
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A M
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D E
S
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D B
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D E
S C
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IP
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N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
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C
B
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T D
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A D
D -W o rk s p a c e s \N
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S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
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BORDER VERSION UPDATE [09-2012]
S-107DSHEET NAME:g2hdcevh BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 3/18/2015 11:07:02 AM
D R
A W
N B
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C H
E C
K E
D B
SEE NOTE 2
1/8
1/8
A
B"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
A, B, C, D AND C1
DECK SEGMENT FRAMES
BENT STIFFENER DETAILS
SEE NOTE 2
1/4"STIFFENERS
RADIUS FOR
3/8" BENDING
S-107E
J O
H N D
A Y L
O C
K A
N D D
A M
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
E V
E N R
M
IL
E S P .E
A N
S I
D S -0
-1 .1
-1
E -J
D P -C .d g n
G
H D
C E
V H
S
D E
M E
A U
X
P L
A T F
O R
M D
E C
K S
E G
M E
N T B
E
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
R
B
IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O R
M
/0
/2
A
M U
E H
L E
C K
J D
P -1 .1
-5 -5 /7
E
D E
C K E
X T
E N
S
IO
N S
U P
P O
R T D
E T
A
IL
S S
T
IF
F E
N E
R D
E T
A
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S A
N D I
N T
E R
IO
R
W
N -1
-R -0
3. STIFFENER MATERIAL: 5052 H32.
COPED.
2. ENDS THAT JOIN HORIZONTAL STIFFENERS TO BE
STIFFENER BENDS.
166°
174°
21 1/16 "
28 15/16 " 28 11/16 "
1 1/8"
174°
21 1/16 "
28 13/16 "
3/8 "
3/8 "
6 3/16 "
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
1/8
INTERIOR DECKING EXTENSION
1/8 "
19 3/8 "
1/8
1/8
21 1/16 "
174° 168.1°
4'-8 5/16 "4'-9 1/2 "
1 3/6"
162.7°
28 15/16 "
SEE NOTE 2
SEE NOTE 2
1 1/8"
11 3/4 "5 7/8 "
1/4 "
11 1/4 "
3/16 "R 7/16 "
TYP
SLOTTED HOLE,
MATERIAL: 1 3/8" X 1/4"
DECK SEGMENT FRAME B1
BENT STIFFENERS FOR
MATERIAL: 1 3/8" X 1/4"
DECK SEGMENT FRAME C1
BENT STIFFENERS FOR
CLIP CORNERS
1/8" BENT PLATE
PLATE
1/4" STIFFENER
2"
1 5/16 "
25 1/4 "
25"
PL 1/4"
1/8
7/8 "
21 1/16 "
174° 168.1°
5'-7 7/16 "
1 3/16 "
5'-6 3/16 "
SEE NOTE 2
MATERIAL: 1 3/8" X 1/4"
A, B AND C
DECK SEGMENT FRAMES
BENT STIFFENERS FOR
MATERIAL: 1 3/8" X 1/4"
DECK SEGMENT FRAME D
BENT STIFFENERS FOR
2 REQUIRED
DECK SEGMENT D,
STIFFENER
INTERMEDIATE
18"
FULL EXTENSION
DECK SEGMENT
BENT STIFFENER
DECK SEGMENT
INTERMEDIATE POSITION
EXTENSION, SHOWN IN
INTERIOR DECKING
EXTENSION
TO SECURE
USE KEEPER PIN
TOPP TO BOTTOM
TELESCOPIC FIT, 1/16" CLEARENCE
BENT STIFFENER WITH
MOUNTS INSIDE OF DECK SEGMENT
INTERIOR DECKING EXTENSION,
7"
EXTENSION
INTERMEDIATE
SCALE: 12"= 1'-0"
0 1" 2" 3"
SCALE: 12"= 1'-0"
0 1" 2" 3"
SECTION A-A SECTION B-B
SCALE: 3"= 1'-0"
0 3" 6" 12"
TOP VIEW
EXTENSION (S-108)
DETAIL A - INTERIOR DECKING
1/4 "R
1 1/4 "
15/16 " 1/4 "
1 1/8 "
1/4" PL
S O
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A T
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N N
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D E
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D B
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D E
S C
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IP
T
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N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
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T D
S \C
A D
D -W o rk s p a c e s \N
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S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
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E
BORDER VERSION UPDATE [09-2012]
S-107ESHEET NAME:g2hdcevh BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 3/18/2015 11:08:22 AM
D R
A W
N B
Y
C H
E C
K E
D B
H N D
A Y L
O C
K A
N D D
A M
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
D R
O E
L E
C T
R
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D
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FOR THIS EDGE, TYP
3/4" ROUND OVER
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
PLATFORM BLOCKING
4. FOR CLARITY, NOT ALL COMPONENTS ARE SHOWN.
POSITION.
3. PLYWOOD DECKING FOR USE IN LOWER PLATFORM
EXTENSIONS TO BE FIELD CUT BY OTHERS.
2. RADIUS ON DRAFT TUBE LINER SIDE OF
AND CONDITIONS.
1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS
S-107E
A
12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'
FOR WOOD BLOCKING
AND BUNGEE CORDS
CLEAR TURNBUCKLES
POSITION TO
GAP AT WORKING
3 1/2" MINIMUM
ACCESS HATCH
TRIM TO CLEAR
POSITION
AT WORKING
MINIMUM GAP
APPROX. 1/2"
DECKING EXTENSIONS
DETAIL S-107E
EXTENSIONS SEE
INTERIOR DECKING
SEE DETAIL.
WOOD SCREWS, TYP.
CONNECTOR PLATES AND
WITH 1/4" ALUMINUM
ADJACENT EXTENSION
EXTENSION TO
SECURE PLYWOOD DECK
LINER
DRAFT TUBE
PONTOON
DECKING
PLYWOOD
BLOCK
TAPERED WOOD
WITH WASHER
SELF LOCKING NUT
FOR MATERIAL
SEE SPECIFICATIONS
12"
SCALE: 1"= 1'-0"
6" 0 1'
6 REQ'D
MATERIAL: 1/4" ALUMINUM
4'-4 3/16 "R
3'-9 3/16 "R
2'-2 5/16 "
14 11/16 "
5'-5 9/16 "
4'- 5/8 "
8 1/2 "
ALUMINUM DECK EXTENSION
OVERLAP BEND DETAIL
15 3/8 "
12"
SCALE: 1"= 1'-0"
6" 0 1'
PLYWOOD DECK EXTENSION
APPROX.
5'-11"
2'-1 9/16 "
5 5/16 "5 5/16 "
20 5/16 "
2'-4"
MINIMUM
PROVIDE A
12 REQ'D
MARINE PLYWOOD.
MATERIAL: 3/4" FIRE RESISTANT
CONNECTOR PLATE DETAIL
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
13'-6" RADIUSR
10"
1 1/4 "
1 1/4 "
12"
1/4 "R
DECKING
3/4" PLYWOOD
PLATE
ALUMINUM
1/4"
AND NUT
WITH WASHER
3/8" EYEBOLT
WOOD SCREW
FOR 3/4 #12
THRU HOLES
COUNTERSUNK
SEE DETAIL
PANELS,
DECKING
INTERIOR
OVERLAPPING
BEND DETAIL
SEE OVERLAP
SWIVEL HOOK
RING
HOIST
SWIVEL
TURNBUCKLE
BUNGEE CORD
EPDM RUBBER
15"
8 1/2 "
SCALE: 3"= 1'-0"
0 3" 6" 12"
TAPERED WOOD BLOCKING ASSEMBLY
12 1/2 "
12"
5 1/2 "
9/16 "
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
1/2" RADIUS, TYP
1/4 "
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SHEET
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BORDER VERSION UPDATE [09-2012]
S-108SHEET NAME:g2hdcevh BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 3/18/2015 11:09:15 AM
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D A
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US Army Corps
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SHEET NAME: M-601BY USERNAME: G2hdcdcl (Daniel C. Lundy)DATE AND TIME PLOTTED: 8/6/2010 5:28:42 PM
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NOTES:
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STRAINER
SUCTION
1" PUMP
1" UNION
VALVE
�" CHECK
�" UNION
VALVE
�" SHUTOFF
SWITCH
PRESSURE
GAUGE
PRESSURE
SEE NOTE 2
VALVE
�" NEEDLE
�" SNUBBER
RELIEF
PRESSURE
NEW �" TEE
LINE
1" PUMP SUCTION
DISCHARGE LINE
1" PRESSURE RELIEF
NEW 25 MICRON FILTER
BE RELOCATED DOWNSTREAM OF
GAUGE AND PRESSURE SWITCH TO
�" PRESSURE SUPPLY LINE TO
NO SCALE
H P
L S S
C H
E M
A T
IC
D
IA
G R
A M
DIELECTRIC FITTING
PURPOSES ONLY)
(SHOWN FOR ORIENTATION
THRUST BEARING OIL POT
SHOE, TYP.
THRUST BEARING
SUPPLY FROM HPLS OIL PUMP
�" BRASS PIPE, PRESSURE
TO SIX SHOES
SUPPLIES H.P. OIL
�" STEEL PIPE,
TO SIX SHOES
SUPPLIES H.P. OIL
�" STEEL PIPE,
BRAIDED FLEX HOSE
�" STAINLESS STEEL
IN THRUST SHOE
�" PIPE TAP
BUSHING
FEMALE NPT PIPE
�" MALE X �"
(FLEX HOSE)
�" FEMALE JIC
(FLEX HOSE)
�" MALE NPT
THRUST SHOE
BABBIT
X �" FEMAL NPT
TEE FITTING, �" NPT
NPT, SWAGELOK P.N.: 1/4-4-HCG
�" FEMALE NPT X �" FEMALE
NEW STAINLESS STEEL COUPLING
RING HEADER
�" STEEL PIPE
P.N.: 2320B-2PM (SEE NOTE 6)
X �" MALE NPT OUTLET, MFR’D BY CIRCLE SEAL,
BRASS CHECK VALVE, �" FEMALE NPT INLET
X �" MALE JIC OUTLET
90° ELBOW, �" MALE NPT INLET
NEW FILTER LOCATION & HPLS SCHEMATIC DIAGRAM
SEALANT OR PTFE-FREE PIPE THREAD SEALANT, OR EQUAL.) DO NOT USE PTFE (TEFLON) TAPE.
7. USE PIPE THREAD SEALANT FOR ALL TAPERED THREADS. (SWAK ANAEROBIC PIPE THREAD
SWAGELOK REDUCING BUSHING �" MALE NPT X �" FEMALE NPT (PN: B-8-RB-4)
SWAGELOK HEX REDUCING NIPPLE �" MALE NPT X �" MALE NPT (PN: B-8-HRN-6) AND
INLET/OUTLET CONNECTIONS. NOTE: WHEN USING SWAGELOK CHECK VALVE, ALSO USE
3000 PSI WORKING PRESSURE AT 100°F, 1 PSI CRACKING PRESSURE, �" FEMALE NPT
IS SWAGELOCK PART NUMBER SS-8CP4-1. 316 STAINLESS STEEL POPPET TYPE CHECK VALVE,
ACCEPTABLE ALTERNATE CHECK VALVE (DIMENSIONS TO BE VERIFIED BY PROJECT PERSONNEL)
(PM) IS THE CONNECTION TYPE (P= FEMALE NPT & M= MALE NPT)
(2) IS THE CONNECTION SIZE (PIPE SIZES IN �" INCREMENTS);
(B) IS FOR THE BODY MATERIAL, BRASS;
WHICH IS TEFLON, -100°F TO +400°F, 0.5-1.5 PSIG;
(20) IS THE O-RING MATERIAL, TEMPERATURE & STANDARD CRACKING PRESSURE,
(23) IS THE SERIES;
PART NUMBER 2320B-2PM.
6. EXISTING CHECK VALVE IS MANUFACTURED BY CIRCLE SEAL, 5000 PSI OPERATING PRESSURE, SHOES.
FOR MEASURING AND/OR MONITORING HIGH PRESSURE INJECTION OIL FLOW TO THRUST BEARING
5. FLOW METER SUITABLE FOR ISO 100 OIL MAY BE DESIGNED AND INSTALLED (AT A LATER DATE)
OTHERWISE INDICATED.
4. ALL NEW EQUIPMENT TO BE SUITABLE FOR 3000 PSI MINIMUM WORKING PRESSURE, UNLESS
�" NPT INLET/OUTLET CONNECTIONS. VISUAL INDICATOR WITH MANUAL RESET.
FILTER ASSEMBLY WEIGHT (WITHOUT FILTER ELEMENT AND FLUID) IS 13.2 POUNDS.
WITH 300 PSI COLLAPSE DIFFERENTIAL PRESSURE. STANDARD NITRILE (NBR) SEALS.
OF 90 PSI DIFFERENTIAL –10%. FILTER ELEMENT IN STAINLESS STEEL MESH SERIES "N"
OPERATING TEMPERATURE RANGE OF -13°F TO +230°F. BYPASS VALVE OPENING PRESSURE
FOR MAXIMUM WORKING PRESSURE OF 4000 PSI. BURST PRESSURE OF 12,000 PSI.
NO. FMP-135/1-B-A-A25-N. FILTER ELEMENT PART NO. HP-135/1. FILTER DESIGNED
3. NEW 25 MICRON FILTER MANUFACTURED BY MP FILTRI. FILTER ASSEMBLY PART
2. REMOVE EXISTING TEE AND RELOCATE �" LINE FOR PRESSURE GAUGE AND SWITCH AS SHOWN.
1. BOLD LINES INDICATE NEW AND/OR MODIFIED EQUIPMENT.
(SEE NOTE 5)
OF FLOW METER
FUTURE LOCATION
OFF VALVE
1" SHUT-
TO THRUST BEARING SHOES
PRESSURE INJECTION OIL
FOR SUPPLYING HIGH
CONNECTS TO RING HEADER
FOR DETAILS)
FITTING (SEE SHEET M-102
NEW STAINLESS STEEL ORIFICE
A-A
J D
P
(SEE NOTE 3)
BYPASS AND VISUAL INDICATOR
NEW 25 MICRON FILTER WITH
(OR EQUAL)
PIPE, ASTM A-106 GRADE B
NEW �" SCHEDULE 80 STEEL
MSS SP-110 (TYP.)
NEW �" STEEL BALL VALVE,
D.I.
P.S.
PUMP
OIL
HPLS
M
SUMP
BEARING
THRUST
NO SCALE
NO SCALE
122" DIA.
VIEW A-A NEW ORIFICE LOCATION
HPLS RING HEADER SCHEMATIC DIAGRAM
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IDENTIFICATION
SHEET
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US Army Corps
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SHEET NAME: M-601BY USERNAME: G2hdcdcl (Daniel C. Lundy)DATE AND TIME PLOTTED: 8/6/2010 5:27:35 PM
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NOTES:
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NEW ORIFICE FOR HPLS
–0.002"
CORNER
MAINTAIN SHARP
ACROSS FLATS
�" WIDTH
SCALE = 1:2
PARTS LIST
NO.
ITEM
QTY. DESCRIPTION
UNIT
PER
O R
IF
IC
E F
IT
T
IN
G
ASME B1.20.1
�" NPT THREADS PER
FOR CLARITY
THREADS NOT SHOWN
90°
0.040"
J D
P
0.050"
0.130"
0.125"
1.564"
0.250"
FLOW
$26.25 EA. 100+
$49.75 EA. 10-99
$283.50 EA. 1-9
QTY PRICE
LEAD TIME IS APPROX. 3-WEEKS.
POC IS JOE JESSE, PH: 888-466-4906 OR 503-466-2200.
HOFFMAN INSTRUMENTATION, HILLSBORO, OREGON.
1. MACHINE SHOP CAPABLE OF MANUFACTURING ORIFICE FITTING IS
FITTING ENDS PRIOR TO SHIPPING.
GREASE, AND LOOSE PARTICLES. CAP ALL
TRACING. CLEAN ALL SURFACES TO REMOVE OIL,
FLOW AROW & MFR’S NAME FOR EASY SOURCE
FITTING WITH NPT THREAD SIZE, ORIFICE SIZE,
INTERNAL SURFACES. MARK EACH ORIFICE
NPT THREADS PER ASME B1.20.1. BURR-FREE
FROM 316 STAINLESS STEEL QUALITY BAR STOCK.
�" NPT ORIFICE FITTING, MANUFACTURED
A K
IV
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W A S
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D e s c r ip t io n S y m b o l
2:13:13 PM
C O
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W A L
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D E S
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D A T E
D e s c r ip t io n S y m b o l
D a t e
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US Army Corps of Engineers
Walla Walla District
C O
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D a t e
S O
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C H
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Sheet number:
H Y
D R
O E L E
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U .S
A R
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C
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P O
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M-101
N W
W
U N
IT
S
1-
S P
A R
E
C O
O L
S E
M B
L Y
VOL I
SECTION B-BSECTION A-A
SCALE 1 / 4SCALE 1 / 4
3. QUANTITIES LISTED ARE FOR ONE COMPLETE ASSEMBLY.
SEE SPECIFICATIONS.
2. ALL STEEL PARTS TO BE CLEANED AND PAINTED.
SEE SPECIFICATIONS.
1. EACH COIL ASSEMBLY TO BE HYDROSTATICALLY TESTED.
COOLER ASSEMBLY---1
HEADER WATER BOX2-121
HEADER GASKET2-222
RETURN WATER BOX3-123
RETURN GASKET3-224
TUBE SHEET4-145
FINNED TUBE INNER4-2246
FINNED TUBE OUTER4-3247
TUBE SPACER FRAME5-128
STUD 5/8=11 UNC 1/2 LG
1/2-13 UNC X 1 3/4 HEX HEAD CAP SCREW STEEL
20011
1/2-13 UNC X 2 HEX HEAD CAP SCREW STEEL
DESCRIPTIONPART NUMBERQTYITEM
PARTS LIST
AA
B
B
4 5
G
H D
C J
E N
T
L
M A
H A
N
J F
O L G
A
Y:\Projects\Dworshak-CENWW\Turbine_Spare_Thrust_Bearing_July_10\Design-Phase\Drawings\DWORSHAK-LITTLE GOOSE\M-03-5.02-101-NWW-C.dgnDESIGN FILE:
10/12/2011DATE AND TIME PLOTTED:
0:2.0000 ’:" / in.SCALE USERNAME G2hdcjmf (Jim Folgate)
Y
P r o j e c t s
D w o r s h a k
C E
N W
W
T u r b i n e
S p a r e
T h r u s t
B e a r i n g J u l y
D e s i g n
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D r a w i n g s
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BORDER SIZE IS ANSI D
X X B X
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P O
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2-1 HEADER WATER BOX2-2 HEADER GASKET
SCALE 1 / 4
1 REQ’D AS SHOWN
1 REQ’D OPPISITE HAND
MAT’L: ASTM A36DUROMETER HARDNESS SHORE 50A
MAT’L:NEOPRENE
2 REQ’D
SCALE 1 / 4
8"
1"
8"
"4
1"
1" TYP.
P
"16 32"4
"16
"2
8"
"4
PLATE
1/2"
.75
TYP
1/4
4 PLACES
5/8-11 UNC - 2B
PLATE
1/2"
TYP
1/4
1/4
@ 1 �" = 6"
4 SPACES
" TYP.2
" TYP.4
A C
P
@ 1�" = 6"
4 SPACES
1"
A C
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2 PLACES
" TYP16
1/4
M-102
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Y:\Projects\Dworshak-CENWW\Turbine_Spare_Thrust_Bearing_July_10\Design-Phase\Drawings\DWORSHAK-LITTLE GOOSE\M-03-5.02-102-NWW-C.dgnDESIGN FILE:
10/12/2011DATE AND TIME PLOTTED:
0:2.0000 ’:" / in.SCALE USERNAME G2hdcjmf (Jim Folgate)
Y
P r o j e c t s
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X X B X
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D e s c r ip t io n S y m b o l
D a t e
A p p r
US Army Corps of Engineers
Walla Walla District
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4 PLACES
5/8-11 UNC - 2B
"4
1"
"4
8"
A C
" TYP.4
1 1/2" = 6"
4 SPACES @
1"
" TYP.2
8"
P
1" 1 1/2" = 6"
4 SPACES @
A C
P
PLATE
1/2"
PLATE
1/2"
P
1" TYP
1/4
TYP
M-103
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VOL I
3-1 RETURN WATER BOX
SCALE 1 / 4
2 REQ’D
MAT’L: A36
SCALE 1 / 4
2 REQ’D
MAT’L: NEOPRENE
DUROMETER HARDNESS SHORE 50A
3-2 RETURN GASKET
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Y:\Projects\Dworshak-CENWW\Turbine_Spare_Thrust_Bearing_July_10\Design-Phase\Drawings\DWORSHAK-LITTLE GOOSE\M-03-5.02-103-NWW-C.dgnDESIGN FILE:
0:2.0000 ’:" / in.SCALE USERNAME G2hdcjmf (Jim Folgate)
Y
P r o j e c t s
D w o r s h a k
C E
N W
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T u r b i n e
S p a r e
T h r u s t
B e a r i n g J u l y
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P h a s e
D r a w i n g s
D W
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BORDER SIZE IS ANSI D
X X B X
X
N E
A
1 2 3 4 5
B
SECURING TO TUBE SPACER FRAME.
HEADER SHEET TUBE ONLY FOR
1. 1/2-13 UNC THREADED HOLES ON
S N
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D e s c r ip t io n S y m b o l
D a t e
A p p r
US Army Corps of Engineers
Walla Walla District
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FINNED TUBE DETAILS
SCALE 3/32
MAT’L: TUBES-ASTM-B111 ALLOY C70600 TEMPER 061
FINS-EXTRUDED ALUMINUM, SEE SPECIFICATIONS
4-1 TUBE SHEET
SCALE 1 / 4
2 REQ’D AS SHOWN
2 REQ’D OPPISITE HAND
MAT’L: ASTM-B171
ALLOY C46400
1"
"8
"16
" TYP.16
"8
"4
SECTION C-C
SCALE 1 : 1
.06 X 45° Chamfer
CC
R
@ 1 1/2" = 6"
5 SPACES
TUBE DETAILS
PART RADIUS ARC LENGTH
205" 212"
75 1/4" 77 7/8"
4-2 TUBE INNER
4-3 TUBE OUTER
TYP.
3/4" DEEP
UNC-2,
TAP 1/2-13
P
A C
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" TYP16
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4 PLACES
SEE NOTE 1
2B x .50
1/2-13 UNC -
1"
P
A C
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M-104
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Y:\Projects\Dworshak-CENWW\Turbine_Spare_Thrust_Bearing_July_10\Design-Phase\Drawings\DWORSHAK-LITTLE GOOSE\M-03-5.02-104-NWW-C.dgnDESIGN FILE:
0:2.0000 ’:" / in.SCALE USERNAME G2hdcjmf (Jim Folgate)
Y
P r o j e c t s
D w o r s h a k
C E
N W
W
T u r b i n e
S p a r e
T h r u s t
B e a r i n g J u l y
D e s i g n
P h a s e
D r a w i n g s
D W
O R
S H
A K
L I
T T
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M
N W
W
C d g n
BORDER SIZE IS ANSI D
X X B X
X
N E
A
1 2 3 4 5
B
A
E R
O R
E G
O N
W A S
H
IN
G T
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ID
A H
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2:13:20 PM
C O
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W A S
H
IN
G T
O N
D E S
IG
N
D A T E
D e s c r ip t io n S y m b o l
D a t e
A p p r
US Army Corps of Engineers
Walla Walla District
C O
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S O
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Sheet number:
H Y
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A R
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SECTION D-D
MAT’L: ASTM A36 MAT’L: ASTM A36
VIEW E-E
TUBE SPACER FRAME
PLAN
1 REQ’D AS SHOWN
1REQ’D OPPISITE HAND
TUBE SPACER FRAME
ELEVATION
SCALE: 3/32
SCALE: 3/32
SCALE: 1/4 SCALE: 1/4
1�" LONG TYP.
2" SCH 40 PIPE
8"
"2
4"
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1�" X 1�" X 1�" PLATE
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1" X �" PLATE
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TYP
TYP
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1/4
1/4
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X 1/4
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D
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4 SPACES @ 38.25° = 153°
5 PLACES
2B .75
3/4-10 UNC -
2�"
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1/4
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" TYP4
M-105
N W
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Y:\Projects\Dworshak-CENWW\Turbine_Spare_Thrust_Bearing_July_10\Design-Phase\Drawings\DWORSHAK-LITTLE GOOSE\M-03-5.02-105-NWW-C.dgnDESIGN FILE:
10/12/2011DATE AND TIME PLOTTED:
0:2.0000 ’:" / in.SCALE USERNAME G2hdcjmf (Jim Folgate)
Y
P r o j e c t s
D w o r s h a k
C E
N W
W
T u r b i n e
S p a r e
T h r u s t
B e a r i n g J u l y
D e s i g n
P h a s e
D r a w i n g s
D W
O R
S H
A K
L I
T T
O S
E
M
N W
W
C d g n
BORDER SIZE IS ANSI D
X X B X
X
N E
A
1 2 3 4 5
B
File details come from the government source that posted it. Updated .