Drawings_Volume_1-part_D.pdf
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Drawings Volume 1 - part D - pages 199-350
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2" 3"
3" 3"
PE
R
S -4
H
, S -4
H
, S -4
H
S
-4
H
3" 3" 3" 3"
(9) 1" A490-SC-STD
CL
1/
2" 3"
3"
PE
R
S -4
H
, S -4
H
, S -4
H
S
-4
H
1 1/2" 3" 1 1/2"
(4) 1" A490-SC-STD
CL
2" 4"
4" 4"
4" 3"
PE
R
S -4
H
, S -4
H
, S -4
H
S
-4
H
4" 4" 4" 4"
(15) 1 1/4" A490-SC-STD
CL
2" 3"
3" 3"
3"
PE
R
S -4
H
, S -4
H
, S -4
H
S
-4
H
3" 3" 3" 3"
(12) 1 1/4" A490-SC-STD
CL
1'
- 4
1/ 4"
1' - 10 1/4"
3/4" KNIFE PL
(GRADE 50), TYP
3/4" GUSSET PL
(GRADE 50)
CENTER
ON WP
WP
SEE "9 BOLT KNIFE
PLATE DETAIL" ON S-420H
1/4 10 1/4 10
TYP
HSS6X6, TYP
2" T
YP
2"
TYP
1"
TYP
B1 S-413H
3/4" STIFFENER
(GRADE 50), EF
3/4" STIFFENER
(GRADE 50), TYP UNO
3/4" STIFFENER
(GRADE 50), EF
HSS8X8
1/4 12 1/4 12
1/2" KNIFE PL
(GR 50)
1' - 5 1/2"
1"
2"3"2"
3" T
YP
3"
T
YP
(6)-1"Ø A490-PT-STD BOLTS
SEE "9 BOLT KNIFE
PLATE DETAIL" ON S-420H
1" GUSSET PL
(GRADE 50)
1/4 13 1/4 13
TYP
1/4 67
1/4 67 CENTER
ON WP
1/4 10 1/4 10
TYP
1" KNIFE PL
(GRADE 50)
SEE "12 BOLT KNIFE
PLATE DETAIL" ON S-420H
HSS8X8
HSS6X6
1'
- 9
2' - 1"
2" T
YP
1"
T
YP
2" TYP
3/4" KNIFE PL
(GRADE 50)
3/4" STIFFENER
(GRADE 50), TYP EF
HSS8X8
1/4 12 1/4 12
1/2" KNIFE PL
(GR 50)
2"3"2"
3" T
YP
3"
T
YP
(6)-1"Ø A490-PT-STD BOLTS
1/4 26 1/4 26
WP
SEE "12 BOLT KNIFE
PLATE DETAIL" ON S-420H
1" KNIFE PL
(GRADE 50)
1/4 13 1/4 13
TYP
COLUMN PER
ELEVATIONS
HSS8X8
1" GUSSET PL (GRADE 50)
1'
- 6
2" TYP
1" T
YP2"
T
YP
1/4 1/4
1" STIFFENER
PLATE
BASE PL SEE
SCHEDULE S-400
BOTTOM OF
BASE PL
BOP EL
HSS8X8
1" GUSSET PL
(GRADE 50)
WP
CENTER
ON WP
1/4 13 1/4 13
SEE "12 BOLT KNIFE
PLATE DETAIL" ON S-420H
1" TYP
2" TYP
1" KNIFE PL
(GRADE 50), TYP
1' - 10 1/4"
1'
- 4
HSS8X8
1/2" KNIFE PL
(GR 50)
(6)-1"Ø A490-PT-STD BOLTS
1/4 12 1/4 12
3" 6"
3"
1 1/2" 3" 1 1/2"
1"
1' - 8 3/8"
BEAM PER
ELEVATIONS
WP
SEE "12 BOLT KNIFE
PLATE DETAIL" ON S-420H
1" KNIFE PL
(GRADE 50), TYP
1" GUSSET PL
(GRADE 50)
1/4 13 1/4 13
TYP
HSS8X8, TYP
3/8 69 3/8 69
WELD CL
STIFFENER 1"
(GRADE 50), TYP EF
2'
- 7
1' - 10"
1"
TYP2"
TYP
2" TYP
5"
U .S
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US Army Corps of Engineers Tulsa District
M
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IDENTIFICATION
D
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PD
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FY
: 1
1:
D
C
A
B
E
5 61 2 3 4 IF SHEET IS LESS THAN 42 X 30
REDUCED PRINT - USE GRAPHIC SCALE
W
2B V-
-R
-0
/1
9/
1:
:0
PM
/0
5/
S-420H
VE
R
TI
C
AL
B
R
AC
IN
G
C O
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EC
TI
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LS
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0 5
S-
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M
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IS
SCALE: 1 1/2" = 1'-0"D2 (9) BOLT KNIFE PLATE DETAIL
SCALE: 1 1/2" = 1'-0"D1 (4) BOLT KNIFE PLATE DETAIL
SCALE: 1 1/2" = 1'-0"D4 (15) BOLT KNIFE PLATE DETAIL
0 1/2' 1' 1 1/2' 0 1/2' 1' 1 1/2' 0 1/2' 1' 1 1/2'SCALE: 1 1/2" = 1'-0"D3 (12) BOLT KNIFE PLATE DETAIL
0 1/2' 1' 1 1/2'
SCALE: 3/4" = 1'-0"A1 SECTION
SCALE: 3/4" = 1'-0"A2 SECTION
SCALE: 3/4" = 1'-0"A4 SECTION
0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3'
SCALE: 3/4" = 1'-0"C1 DETAIL
SCALE: 3/4" = 1'-0"C2 DETAIL
0 1' 2' 3' 0 1' 2' 3'
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
B
5/16 25 5/16 25
5/16 5/16
1 1/2" GROUT
BASE PL SEE
SCHEDULE S-401
BOP EL
1" T
YP
2" T
YP
SEE "12 BOLT
KNIFE PLATE
DETAIL" ON
S-420H
2" TYP
1/4 13 1/4 13
TYP
1" KNIFE PL TYP
(GRADE 50)
1" GUSSET PL
(GRADE 50)
HSS8X8
WP
1" STIFFENER
(GRADE 50)
1'
- 2
/2
" WP
SEE "9 BOLT
KNIFE
PLATE DETAIL"
ON S-420H
3/4" KNIFE PL
(GRADE 50), TYP
1/4 10 1/4 10
TYP
1/4 35
1/4 35TYP,
CENTER
ON WP
1 5/8" MIN, TYP
1" T
YP
2" T
YP
BEAM PER ELEVATIONS,
SLOT AT GUSSET
1/4 13 1/4 13
TYP
1" KNIFE PL
(GRADE 50), TYP
1" THRU GUSSET PL
(GRADE 50)
HSS6X6
HSS8X8
SEE "12 BOLT
KNIFE
PLATE DETAIL"
ON S-420H
1' - 2"
1'
- 1
B
3/4" KNIFE PL (GRADE
50), TYP UNO
WP
3/4" GUSSET PL
(GRADE 50), TYP
SEE "9 BOLT KNIFE
PLATE DETAIL"
ON S-420H, TYP
1/4 55 1/4 55
1/4 10 1/4 10
TYP
1" T
YP
2" T
YP
HSS8X8
2" TYP
HSS6X6, TYP
3/4" STIFFENER
(GRADE 50), TYP EF
1'
- 1
/2
1' - 9"
1' - 4 1/2"
1 1/2" 3" 1 1/2"
1"
(4)-3/4"Ø
A325-PT-STD BOLTS
3/16 5 3/16 5
3/8" KNIFE PL
(GRADE 50)
1/
2"
1/ 2"
WP
BEAM PER
ELEVATIONS
SEE "9 BOLT KNIFE
PLATE DETAIL" ON S-420H
3/4" KNIFE PL
3/4" GUSSET PL
(GRADE 50)
1/4 10 1/4 10
TYP
3/4 50
3/4 50 CENTER
ON WP
1"
TYP
2"
TYP
2" TYP
HSS6X6, TYP
1'
- 4
3/ 4"
D
WP
SEE "15 BOLT KNIFE
PLATE DETAIL" ON S-420H
1" KNIFE PL
(GRADE 50)
TYP UNO
5/16 15 5/16 15
TYP
1" GUSSET PL
(GRADE 50), TYP
5/16 63 5/16 63
TYP
BEAM PER
ELEVATIONS
COLUMN PER
ELEVATIONS
BEAM CONNECTION PER PLAN,
SEE S-012H FOR BOLT AND
BOLT SPACING CONNECTION
REQUIREMENTS
1" STIFFENER
(GRADE 50), TYP
HSS12X12, TYP
1'
- 3
1' - 9 1/2"
2"
MIN
1' - 0"
E
(10) 1"Ø A490-PT-STD BOLTS
WP
5/16 15 5/16 15
TYP
5/16 61
5/16 61 CENTER
ON WP
1" GUSSET PL
(GRADE 50)
BEAM PER ELEVATIONS, COPE
ONE SIDE OF FLANGE, TYP
SEE "12 BOLT KNIFE PLATE
DETAIL" ON S-420H
1/4 11 1/4 11
TYP
SEE "15 BOLT KNIFE
PLATE DETAIL" ON S-420H
2" TYP
1" KNIFE PL
(GRADE 50), TYP
1" STIFFENER
(GRADE 50), TYP
HSS12X12
HSS9X9
1' - 9 1/4"
1' - 7 1/2"
1/
2"
1/ 2"
9" 2" 4" TYP
D
1/4 10 1/4 10
TYP
WP 5/16 30
5/16 30
TYP
3/4" GUSSET PL
(GRADE 50), TYP
BEAM PER ELEVATIONS, COPE
ONE SIDE OF FLANGE, TYP
SEE "9 BOLT KNIFE PLATE
DETAIL" ON S-420H
3/4" KNIFE PL
(GRADE 50), TYP
2" T
YP
HSS6X6, TYP
1' - 9
1/2"
3/4" STIFFENER
(GRADE 50), TYP
3" 3"
4" TYP 2" 7"
(10) 1"Ø A490-
PT-STD BOLTS
SEE "9 BOLT KNIFE
PLATE DETAIL" ON S-420H
3/4" KNIFE PL
(GRADE 50), TYP
1/4 10 1/4 10
TYP
3/4" GUSSET PL
(GRADE 50), TYP
1/4 34
1/4 34CENTER
ON WP
2" TYP
WP
1/4 34
1/4 34CENTER
ON WP
BEAM PER
ELEVATIONS
2" TYP
1" TYP
HSS6X6, TYP
STIFFENER 3/4"
(GRADE 50), TYP EF
K
2" TYP
1" T
YP
2" T
YP
1/4 10 1/4 10
TYP
WP
1/4 42 1/4 42
3/4" GUSSET PL
(GRADE 50)
BEAM PER ELEVATIONS, COPE
ONE SIDE OF FLANGE, TYP
SEE "9 BOLT KNIFE PLATE
DETAIL" ON S-420H
3/4" KNIFE PL
(GRADE 50)
HSS6X6
2'
1/
2"
STIFFENER 3/4"x3"x0'-9"
(GRADE 50), TYP
1/4 1/4
TYP
(8) 3/4"Ø A325-
PT-STD BOLTS
4 1/2" 4 1/2" 2"
1/2"
4" TYP
L
1 1/2" GROUT
BASE PL SEE
SCHEDULE S-401
BOP EL
WP
SEE "12 BOLT KNIFE
PLATE DETAIL" ON S-420H
1" KNIFE PL
(GRADE 50)
1" GUSSET PL
(GRADE 50)
COLUMN PER
ELEVATIONS
2" T
YP
1"
T
YP
1/4 13 1/4 13
TYP
5/16 31 5/16 31
HSS8X8
1'
- 7
/2
2" TYP
STIFFENER 1"x3"x0'-9", (GRADE 50), TYP
5/16 5/16
5/16 5/16
12.2
2"
TY
P
WP
3/4" GUSSET PL
(GRADE 50)
BEAM PER
ELEVATIONS,
COPE ONE SIDE
OF FLANGE, TYP
SEE "9 BOLT KNIFE
PLATE DETAIL" ON
S-420H
3/4" KNIFE PL
(GRADE 50)
1/4 34 1/4 34
1/4 10 1/4 10
TYP
HSS6X6
1' - 11"
STIFFENER
3/4"x3"x0'-6"
(GRADE 50), TYP
1/4 1/4
TYP
4" TYP
1/
2"
1/ 2"
(12) 1"Ø A490-PT-STD BOLTS
2" TYP
1" TYP
13.8
2" T
YP
WP
3/4" GUSSET PL
(GRADE 50)
SEE "9 BOLT KNIFE
PLATE DETAIL" ON S-
420H, TYP 3/4" KNIFE PL
(GRADE 50), TYP
1/4 60
1/4 60 CENTER
ON WP
1/4 13 1/4 13
TYP
2" TYP
1" TYP
HSS8X8,TYP
1'
- 1
1/
2"
1' - 6"
STIFFENER 3/4"x3"x1'-0" (GRADE 50), TYP
1/4 1/4
TYP
3/4" STIFFENER,
BOTH SIDES
2" T
YP
WP
1/4 10 1/4 10
TYP
1/4 29 1/4 29
3/4" GUSSET PL
(GRADE 50), TYP
BEAM PER
ELEVATIONS,
COPE ONE SIDE
OF FLANGE, TYP
SEE "9 BOLT KNIFE
PLATE DETAIL" ON
S-420H, TYP
3/4" KNIFE PL
(GRADE 50), TYP
HSS6X6, TYP
3/4" STIFFENER
(GRADE 50), TYP
1'
- 3
1/ 4"
3" 3"
2" 4" TYP8" (6) 3/4"Ø A325-PT-STD
BOLTS , TYP
WP
1" GUSSET PL
(GRADE 50), TYP
SEE "12 BOLT KNIFE
PLATE DETAIL" ON S-420H, TYP
1" KNIFE PL
(GRADE 50), TYP
1/4 49
1/4 49 CENTER
ON WP
1/4 11 1/4 11
2" TYP
1" TYP
1" STIFFENER
(GRADE 50), TYP
1/4 13 1/4 13
HSS9X9
HSS8X8
1' - 1"
1' - 4"
(4)-3/4"Ø
A325-PT-STD BOLTS
3/16 5 3/16 5
3/8" KNIFE PL
(GRADE 50)
1 1/2" 3"
1 1/2"
2" TYP
1' - 7"
3" 1 1/
2"
3" T
YP
HSS6X6
HSS6X6
U .S
. A R
M Y
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W
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KW
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K
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S
C
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US Army Corps of Engineers Tulsa District
M
AR
K D
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C
R
IP
TI
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SHEET
IDENTIFICATION
D
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AP
PR
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FI
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N
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D W
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C
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B
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BE
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SB
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P
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C O
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TR
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KC
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N A N
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H A
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5 6
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1 2 3 4
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PD
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FY
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1:
D
C
A
B
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5 61 2 3 4 IF SHEET IS LESS THAN 42 X 30
REDUCED PRINT - USE GRAPHIC SCALE
W
2B V-
-R
-0
/1
9/
1:
:3
PM
/0
3/
S-421H
VE
R
TI
C
AL
B
R
AC
IN
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SCALE: 3/4" = 1'-0"D1 DETAIL
SCALE: 3/4" = 1'-0"D2 DETAIL
SCALE: 3/4" = 1'-0"D3 DETAIL
SCALE: 3/4" = 1'-0"D4 DETAIL
SCALE: 3/4" = 1'-0"D5 DETAIL
SCALE: 3/4" = 1'-0"B1 DETAIL
SCALE: 3/4" = 1'-0"B2 DETAIL
SCALE: 3/4" = 1'-0"B4 DETAIL
SCALE: 3/4" = 1'-0"B5 DETAIL
SCALE: 3/4" = 1'-0"A1 DETAIL
SCALE: 3/4" = 1'-0"A2 DETAIL
SCALE: 3/4" = 1'-0"A3 DETAIL
SCALE: 3/4" = 1'-0"A4 DETAIL
SCALE: 3/4" = 1'-0"A5 DETAIL
0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3'
0 1' 2' 3'
0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3'
0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3'
M
AR
K D
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C
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AP
13.8
2"
TYP
1/4 10 1/4 10
TYP
WP
1/4 34 1/4 34
3/4" GUSSET PL
(GRADE 50), TYP
BEAM PER ELEVATIONS, COPE
ONE SIDE OF FLANGE, TYP
SEE "9 BOLT KNIFE PLATE
DETAIL" ON S-420H
3/4" KNIFE PL
(GRADE 50), TYP
1"
HSS8X8
STIFFENER
3/4"x3"x1'-0"
(GRADE 50), TYP
1/4 1/4
TYP
1' - 6 1/2"
1/
2"
1/ 2"
(8) 3/4"Ø
A325-PT-STD BOLTS
4" TYP2"1/2"
13.8
1"
WP
1/2" GUSSET PL
(GRADE 50)
BEAM PER
ELEVATIONS,
COPE ONE SIDE
OF FLANGE, TYP
SEE "4 BOLT KNIFE
PLATE DETAIL" ON S-420H
1/2" KNIFE PL
(GRADE 50)
3/16 28 3/16 28
2" TYP
3/16 3 3/16 3
TYP
1" T
YP2" T
YP
HSS4X4
STIFFENER 1/2"x3"x0'-6"
(GRADE 50), TYP
3/16 3/16
TYP
1' - 5 1/2"
4" TYP 2" 1/2"
1/
2"
1/ 2"
(8) 3/4"Ø A325-
PT-STD BOLTS
2" TYP 1/4 40
1/4 40 CENTER
ON WP
WP SEE "9 BOLT KNIFE
PLATE DETAIL" ON S-420H
3/4" KNIFE PL
(GRADE 50), TYP
1/4 10 1/4 10
TYP
3/4" GUSSET PL
(GRADE 50)
BEAM PER
ELEVATIONS
HSS8X8, TYP
1'
- 2
/4
3/4" GUSSET PL
(GRADE 50), TYP
BEAM PER
ELEVATIONS
SEE "9 BOLT KNIFE
PLATE DETAIL" ON
S-420H TYP
3/4" KNIFE PL
(GRADE 50), TYP
1/4 18
1/4 18CENTER
ON WP
1/4 10 1/4 10
TYP
1/4 18
1/4 18 CENTER
ON WP
2" TYP
WP
HSS8X8
1'
- 2
/4
WP
3/4" GUSSET PL
(GRADE 50), TYP
BEAM PER
ELEVATIONS
SEE "9 BOLT KNIFE
PLATE DETAIL" ON S-420H
3/4" KNIFE PL
(GRADE 50), TYP
1/4 36
1/4 36 CENTER
ON WP
1/4 10 1/4 10
TYP
2" TYP
1" T
YP2"
T
YP
HSS8X8,TYP
1' - 4 1/4"
1/4 42
1/4 42CENTER
ON WP
WP
SEE "9 BOLT KNIFE
PLATE DETAIL" ON S-420H
3/4" KNIFE PL
(GRADE 50), TYP
1/4 10 1/4 10
TYP
3/4" GUSSET PL
(GRADE 50), TYP
BEAM PER
ELEVATIONS
2" TYP
1" TYP
1/4 48
1/4 48CENTER
ON WP
2"
TYP
HSS8X8, TYP
1'
- 6
1/ 4"
1'
- 3
3/ 4"
STIFFENER 3/4"
(GRADE 50), TYP EF
1/4 28
1/4 28CENTER
ON WP
WP
SEE "4 BOLT KNIFE
PLATE DETAIL" ON S-420H
1/2" KNIFE PL
(GRADE 50), TYP
3/16 3 3/16 3
TYP
1/2" GUSSET PL
(GRADE 50)
BEAM PER
ELEVATIONS
1/4 28
1/4 28CENTER
ON WP
SEE "9 BOLT KNIFE
PLATE DETAIL" ON S-420H
3/4" KNIFE PL
(GRADE 50), TYP
3/4" GUSSET PL
(GRADE 50)
1/4 10 1/4 10
TYP
1" TYP
2" TYP
HSS6X6
HSS4X4
HSS4X4
1' - 5"
1'
- 3
1/ 2"
STIFFENER 3/4"
(GRADE 50), TYP EF
13.8
2" TYP
1" TYP
1/4 22 1/4 22
WP
SEE "9 BOLT KNIFE
PLATE DETAIL" ON S-420H
3/4" KNIFE PL
(GRADE 50)
1/4 10 1/4 10
TYP
COLUMN PER
ELEVATIONS
2" T
YP
HSS6X6
STIFFENER 3"X3/4"x0'-6"
(GRADE 50)
1/4 1/4
1' - 1 1/2"
1/4 1/4
3/4" GUSSET PL
(GRADE 50)
BASE PL SEE
SCHEDULE S-400
BOTTOM OF BASE PL
BOP EL
14.9
3/4" GUSSET PL
(GRADE 50)
BEAM PER
ELEVATIONS,
COPE ONE SIDE
OF FLANGE, TYP
SEE "9 BOLT KNIFE
PLATE DETAIL" ON S-420H
3/4" KNIFE PL
(GRADE 50)
(8) 3/4"Ø A325-PT-STD BOLTS
1/4 34 1/4 34
1/4 10 1/4 10
TYP
HSS6X6
STIFFENER 3/4"x3"x0'-9"
(GRADE 50), TYP
1/4 1/4
TYP
2" T
YP
1" T
YP
2" TYP
WP
2'
1/
8"
1/
2"
1/ 2"
4" TYP 2"
1/2"
14.5
2" TYP
1" TYP
2" TYP
WP
3/4" GUSSET PL
(GRADE 50), TYP
BEAM PER
ELEVATIONS,
COPE ONE SIDE
OF FLANGE, TYP
SEE "9 BOLT KNIFE
PLATE DETAIL" ON S-420H, TYP
3/4" KNIFE PL
(GRADE 50), TYP
(8) 1"Ø A490-PT-
STD BOLTS
1/4 34
1/4 34 CENTER
ON WP
1/4 10" 1/4 10"
TYP
HSS6X6, TYP
2'
1/
2"
1' - 9 1/2"
STIFFENER 3/4"x3"x0'-9"
(GRADE 50), TYP
1/4 1/4
TYP
4" TYP
2"
1/2"
1/
2"
1/ 2"
14.9
1/4 1/4
WP
SEE "9 BOLT KNIFE
PLATE DETAIL" ON S-420H
3/4" KNIFE PL
(GRADE 50)
3/16 10 3/16 10
TYP
3/4" GUSSET PL
(GRADE 50)
COLUMN PER
ELEVATIONS
2" TYP
1" TYP
2" T
YP
BASE PL SEE
SCHEDULE S-400
HSS6X6
1' - 5 1/4"
STIFFENER 3/4"x3"x0-9"
(GRADE 50)
1/4 1/4
1/4 26 1/4 26
BOTTOM OF BASE PL
BOP EL
13.2
WP
2"
TY
P
1/4 18 1/4 18
SEE "9 BOLT KNIFE
PLATE DETAIL" ON S-420H
3/4" KNIFE PL
(GRADE 50)
1/4 10 1/4 10
TYP
COLUMN PER
ELEVATIONS
BASE PL SEE
SCHEDULE S-400
HSS6X6
11 3/8"
STIFFENER 3/4"x3"x0'-6"
(GRADE 50)
1/4 1/4
1/4 1/4
BOTTOM OF
BASE PL
BOP EL
2" TYP
1" TYP
3/4" GUSSET PL
(GRADE 50)
K
WP
3/4" GUSSET PL
(GRADE 50), TYP
BEAM PER
ELEVATIONS,
COPE ONE SIDE
OF FLANGE, TYP
SEE "9 BOLT KNIFE
PLATE DETAIL" ON S-420H, TYP
3/4" KNIFE PL
(GRADE 50), TYP
(8) 1"Ø A490-PT-STD BOLTS
1/4 56
1/4 56CENTER
ON WP
1/4 10 1/4 10
TYP
1" T
YP
2" T
YP
HSS8X8
HSS6X6
1'
- 4
1/ 2"
1' - 9"
STIFFENER 3/4"x3"x0'-
9" (GRADE 50), TYP
1/4 1/4
TYP
1/
2"
1/ 2"
2" 1/2"
4" TYP
1/4 36
1/4 36CENTER
ON WP
WP
SEE "9 BOLT KNIFE
PLATE DETAIL" ON S-420H
3/4" KNIFE PL
(GRADE 50, TYP
1/4 10 1/4 10
TYP
3/4" GUSSET PL
(GRADE 50), TYP
BEAM PER
ELEVATIONS
1/4 45
1/4 45CENTER
ON WP
2" TYP
1" TYP
2" T
YP
HSS8X8, TYP
1' - 4 1/2"
1'
- 2
STIFFENER 3/4"
(GRADE 50) TYP EF
13.8
WP
2" TYP
1/4 27 1/4 27
SEE "9 BOLT KNIFE
PLATE DETAIL" ON S-420H
3/4" KNIFE PL
(GRADE 50)
1/4 10 1/4 10
TYP
3/4" GUSSET PL
(GRADE 50)
COLUMN PER
ELEVATIONS
BASE PL SEE
SCHEDULE S-400
1'
- 6
STIFFENER
3/4"x3"x1'-0"
(GRADE 50)
1/4 1/4
HSS8X8
1/4 1/4
BOTTOM OF
BASE PL
BOP EL
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
TU
LS
A D
IS
TR
IC
T
TU
LS
A, O
KL
AH
O M
A
B U
R N
S
M C
D O
N N
E
LL
W
AR
D P
A R
KW
AY
K
AN
SA
S
C
IT
Y, M
O
US Army Corps of Engineers Tulsa District
M
AR
K D
ES
C
R
IP
TI
O
N
SHEET
IDENTIFICATION
D
AT
E
AP
PR
S O
LI
C
IT
AT
IO
N
N O
FI
LE
N
AM
E:
D W
N B
Y:
C
KD
B
Y:
D
ES
IG
N
ED
B
Y:
D
AT
E:
FI
LE
N U
M
BE
R
S
IZ
E:
SB
M
T
BY
P
LO
T
SC
AL
E:
P
LO
T D
AT
E:
C O
N
TR
AC
T
N O
KC
-4
6A T
W O
-B
AY
D
EP
O T
M A I
N
TE
N A N
C E
H A
N G
AR
O
KL
AH
O
M A
C
IT
Y, O
KL
AH
O M
A
5 6
D
C
A
B
1 2 3 4
E
"X
C O
PY
R
IG
H
T
B
U R
N S
M cD O
N N
EL
L
EN
G
IN
EE
R
IN
G C
O M
PA
N
Y, IN
C
TI
N
KE
R
A
IR
FO
R
C E
BA
S E
PD
C
:W W
YK
FY
: 1
1:
D
C
A
B
E
5 61 2 3 4 IF SHEET IS LESS THAN 42 X 30
REDUCED PRINT - USE GRAPHIC SCALE
W
2B V-
-R
-0
/1
9/
1:
:4
PM
/0
3/
S-422H
VE
R
TI
C
AL
B
R
AC
IN
G
C O
N N
EC
TI
O N
D
ET
AI
LS
P.
M
AN
IS
R .Y
O U
N
KE
R C
. M C
G
EE
W W
YK
0 5
S-
2H .D
W G
P.
M
AN
IS
SCALE: 3/4" = 1'-0"D1 DETAIL
SCALE: 3/4" = 1'-0"D2 DETAIL
0 1' 2' 3' 0 1' 2' 3'
SCALE: 3/4" = 1'-0"D3 DETAIL
SCALE: 3/4" = 1'-0"D4 DETAIL
SCALE: 3/4" = 1'-0"D5 DETAIL
SCALE: 3/4" = 1'-0"B1 DETAIL
SCALE: 3/4" = 1'-0"B2 DETAIL
SCALE: 3/4" = 1'-0"B3 DETAIL
SCALE: 3/4" = 1'-0"B4 DETAIL
SCALE: 3/4" = 1'-0"B6 DETAIL
SCALE: 3/4" = 1'-0"A1 DETAIL
SCALE: 3/4" = 1'-0"A2 DETAIL
SCALE: 3/4" = 1'-0"A3 DETAIL
SCALE: 3/4" = 1'-0"A4 DETAIL
SCALE: 3/4" = 1'-0"A5 DETAIL
0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3'
0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3'
0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3'
0 1' 2' 3'
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
WP
SEE "9 BOLT KNIFE
PLATE DETAIL" ON S-420H
3/4" KNIFE PL
(GRADE 50), TYP
1/4 10 1/4 10
TYP
3/4" GUSSET PL
(GRADE 50), TYP
BEAM PER
ELEVATIONS
1/4 35
1/4 35TYP,
CENTER
ON WP
2" TYP
1" TYP
HSS6X6, TYP
2" T
YP
10 3/4" 10"
E
5/16 30 5/16 30
WP
SEE "15 BOLT KNIFE
PLATE DETAIL" ON S-420H
1" KNIFE PL
(GRADE 50)
5/16 15 5/16 15
TYP
COLUMN PER
ELEVATIONS
HSS12X12
1" GUSSET PL
(GRADE 50)
1" STIFFENER
(GRADE 50)
1/
2"
2" TYP
5/16 14 5/16 14
BASE PL PER
SCHEDULE ON S-400
BOTTOM OF BASE PL
BOP EL
5/16 36 5/16 36
WP
SEE "12 BOLT KNIFE
PLATE DETAIL" ON S-420H
1" KNIFE PL
(GRADE 50)
1/4 13 1/4 13
TYP
COLUMN PER
ELEVATIONS
HSS8X8
2" T
YP
1"
T
YP
1" GUSSET PL (GRADE 50)
2" TYP
2'
- 2
5/16 5/16
BASE PLATE PER
SCHEDULE ON S-400
BOTTOM OF
BASE PLATE
BOP EL
WP
SEE "12 BOLT KNIFE
PLATE DETAIL" ON S-420H, TYP
1" KNIFE PL
(GRADE 50), TYP
1/4 13 1/4 13
TYPHSS8X8, TYP
2" T
YP
1"
T
YP
1" GUSSET PL (GRADE 50)
2" TYP
1/4 38
1/4 38 CENTER
ON WP
1/4 38
1/4 38CENTER
ON WP
BEAM PER ELEVATIONS,
SLOT AT GUSSET
1'
- 0
/4
1'
- 0
HSS8X8
1" T
YP
2" T
YP
2" TYP
WP
SEE "9 BOLT KNIFE
PLATE DETAIL" ON S-420H
3/4" KNIFE PL
(GRADE 50)
1" GUSSET PL
(GRADE 50)
1/4 13 1/4 13
TYP
5/16 69
5/16 69 CENTER
ON WP
1/4 10 1/4 10
TYP
1" KNIFE PL
(GRADE 50)
SEE "12 BOLT KNIFE
PLATE DETAIL" ON S-420H
HSS8X8
HSS6X6
1' - 7"
1'
- 9
2' - 3 1/2"
3" T
YP
3"
T
YP
1"2"3"2"
1/4 8
1/4 8(6)-1"Ø A490-PT-STD BOLTS
1/2" KNIFE PL GR 50
1/4 36
1/4 36CENTER
ON WP
WP
SEE "9 BOLT KNIFE
PLATE DETAIL" ON S-420H
3/4" KNIFE PL
(GRADE 50), TYP
1/4 10 1/4 10
TYP
3/4" GUSSET PL
(GRADE 50)
BEAM PER ELEVATIONS,
SLOT AT GUSSET
1/4 36
1/4 36CENTER
ON WP
HSS6X6, TYP
2" T
YP
1" T
YP
2" T
YP
10 1/4"
/2
HSS8X8
WP
SEE "9 BOLT KNIFE
PLATE DETAIL" ON S-420H
3/4" KNIFE PL
(GRADE 50), TYP
3/4" GUSSET PL
(GRADE 50)
CENTER
ON WP
1/4 10 1/4 10
TYP
HSS6X6, TYP
2" T
YP
2"
TYP
1"
TYP
1' - 10 1/4"
1'
- 4
1/ 4"
1' - 5 1/2"
1"2"
3" 2"
1/4 12 1/4 12
1/2" KNIFE PL
GR 50
3" T
YP
3"
T
YP
(6)-1"Ø A490-PT-STD BOLTS
BEAM PER
ELEVATIONS
WP
SEE "9 BOLT KNIFE
PLATE DETAIL" ON S-420H
3/4" KNIFE PL
(GRADE 50), TYP
3/4" GUSSET PL
(GRADE 50)
1/4 10 1/4 10
TYP
HSS6X6, TYP
1"
TYP
2"
TYP
2" TYP
3/8 54 3/8 54
5"
WELD CL
1'
- 1
1 1 /2"
1' - 4 3/4"
STIFFENER 1"
(GRADE 50), TYP EF
HSS8X8
HSS6X6
(10) 1" A490-PT-STD
WP
BEAM PER ELEVATIONS, COPE
ONE SIDE OF FLANGE, TYP
1" GUSSET PL
(GRADE 50)
SEE "12 BOLT KNIFE
PLATE DETAIL" ON
S-420H, TYP
1" KNIFE PL
(GRADE 50)
1/4 54
1/4 54 CENTER
ON WP
SEE "9 BOLT KNIFE
PLATE DETAIL" ON
S-420H, TYP
3/4" KNIFE PL
(GRADE 50)
2"
TY
P
1/4 10 1/4 10
1/4 10 1/4 10
1'
- 4
3/ 4"
1' - 8 1/4"
3/8" STIFFENER, TYP
1/
2"
1/ 2"
4" TYP2"
7"
2" TYP
1" T
YP
2" T
YP
SEE "12 BOLT KNIFE
PLATE DETAIL" ON S-420H
1" KNIFE PL
(GRADE 50) TYP
1/4 13 1/4 13
TYP
1" GUSSET PL
(GRADE 50), TYP
1/4 56
1/4 56TYP,
CENTER
ON WP
COLUMN PER
ELEVATIONS
1" STIFFENER
(GRADE 50) TYP
HSS8X8, TYP
WP
1' - 6 1/2"
1'
- 5
3/ 4"
1 1/2" 3" 1 1/2"
(4)-3/4"Ø
A325-PT-STD BOLTS,
TYP
3/16 5 3/16 5
TYP
3/8" KNIFE PL
(GRADE 50)
1/
2"
1/ 2"
3/8" KNIFE PL
(GRADE 50)
2' - 0 1/2"
SEE "12 BOLT KNIFE
PLATE DETAIL" ON S-420H
1" KNIFE PL
(GRADE 50), TYP
1/4 11 1/4 11
TYP
1" GUSSET PL (GRADE 50), TYP
1/4 57
1/4 57 TYP,
CENTER
ON WP
COLUMN PER
ELEVATIONS
1" STIFFENER
(GRADE 50), TYP
HSS9X9, TYP
2" TYP
2" TYP
1" TYP
WP
1'
- 4
1/ 2"
1'
- 4
3/ 4"
1/
2"
1/ 2"
1' - 9 1/4"
1 1/2"
3"1 1/2" 1"
(4)-3/4"Ø
A325-PT-STD
BOLTS, TYP
3/16 5 3/16 5
TYP
3/8" KNIFE PL
(GRADE 50) 3/8" KNIFE PL
(GRADE 50)
HSS6X6, TYP
5/16 20 5/16 20
5/16 14 5/16 14
BASE PL SEE
SCHEDULE S-400
SEE "12 BOLT KNIFE
PLATE DETAIL" ON S-420H
1/4 11 1/4 11
TYP
1" KNIFE PL
(GRADE 50)
1" GUSSET PL
(GRADE 50)
HSS9X9
WP
2" TYP
1"
TY
P 2"
TY
P
9 1 /2"
1" STIFFENER
(GRADE 50)
BOTTOM OF BASE PL
BOP EL
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
TU
LS
A D
IS
TR
IC
T
TU
LS
A, O
KL
AH
O M
A
B U
R N
S
M C
D O
N N
E
LL
W
AR
D P
A R
KW
AY
K
AN
SA
S
C
IT
Y, M
O
US Army Corps of Engineers Tulsa District
M
AR
K D
ES
C
R
IP
TI
O
N
SHEET
IDENTIFICATION
D
AT
E
AP
PR
S O
LI
C
IT
AT
IO
N
N O
FI
LE
N
AM
E:
D W
N B
Y:
C
KD
B
Y:
D
ES
IG
N
ED
B
Y:
D
AT
E:
FI
LE
N U
M
BE
R
S
IZ
E:
SB
M
T
BY
P
LO
T
SC
AL
E:
P
LO
T D
AT
E:
C O
N
TR
AC
T
N O
KC
-4
6A T
W O
-B
AY
D
EP
O T
M A I
N
TE
N A N
C E
H A
N G
AR
O
KL
AH
O
M A
C
IT
Y, O
KL
AH
O M
A
5 6
D
C
A
B
1 2 3 4
E
"X
C O
PY
R
IG
H
T
B
U R
N S
M cD O
N N
EL
L
EN
G
IN
EE
R
IN
G C
O M
PA
N
Y, IN
C
TI
N
KE
R
A
IR
FO
R
C E
BA
S E
PD
C
:W W
YK
FY
: 1
1:
D
C
A
B
E
5 61 2 3 4 IF SHEET IS LESS THAN 42 X 30
REDUCED PRINT - USE GRAPHIC SCALE
W
2B V-
-R
-0
/1
9/
1:
:4
PM
/1
8/
S-423H
VE
R
TI
C
AL
B
R
AC
IN
G
C O
N N
EC
TI
O N
D
ET
AI
LS
P.
M
AN
IS
R .Y
O U
N
KE
R C
. M C
G
EE
W W
YK
0 5
S-
3H .D
W G
P.
M
AN
IS
SCALE: 3/4" = 1'-0"D1 DETAIL
SCALE: 3/4" = 1'-0"D2 DETAIL
SCALE: 3/4" = 1'-0"D4 DETAIL
SCALE: 3/4" = 1'-0"D5 DETAIL
SCALE: 3/4" = 1'-0"B1 DETAIL
SCALE: 3/4" = 1'-0"B2 DETAIL
SCALE: 3/4" = 1'-0"B3 DETAIL
SCALE: 3/4" = 1'-0"B5 DETAIL
SCALE: 3/4" = 1'-0"A1 DETAIL
SCALE: 3/4" = 1'-0"A2 DETAIL
SCALE: 3/4" = 1'-0"A4 DETAIL
SCALE: 3/4" = 1'-0"A5 DETAIL
0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3'
0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3'
0 1' 2' 3'0 1' 2' 3'0 1' 2' 3'0 1' 2' 3'
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
D
WP
1" GUSSET PL
(GRADE 50), TYP
SEE "9 BOLT KNIFE
PLATE DETAIL" ON
S-420H, TYP
1" KNIFE PL
(GRADE 50), TYP
1/4 52 1/4 52
TYP
HSS8X8,TYP
1"
TYP
2"
TYP
1/4 13 1/4 13
TYP
2"
TY
P
BEAM PER ELEVATIONS, COPE
ONE SIDE OF FLANGE, TYP
1'
- 7
3/ 4"
1' - 10"
TY
P
1/
2"
TY
P
1/ 2"
4" TYP
2" TYP
1/2" TYP
(10) 1"Ø A490-PT-
STD BOLTS , TYP
3/4" STIFFENER,
TYP
E
1"
1"
3/4" PL (GRADE 50)
1/4 12 1/4 12
TYP
1 1/2"
3" 3"
1 1/2"
(9) 1" DIA A490-PT-STD
1/4 1/4
TYP
1/4 1/4
TYP
1/2" DOUBLER PLATE (GR 50),
1/4" FILLET 4 SIDES
(8) 1" DIA A490-PT-STD
1/4 16 1/4 16
TYP
1/4 13 1/4 13
TYP
1" GUSSET PL
(GRADE 50) TYP
D4 S-424H
5/16
3 SIDES
TYP
2L4X4X1/2 (GRADE 50) W/ 3
ROWS OF 1"Ø-PT-STD-A490
BOLTS EACH ANGLE, TYP
2"
" O C
2"
1' - 7 3/8"
SEE "9 BOLT KNIFE
PLATE DETAIL" ON
S-420H, TYP
1" KNIFE PL
(GRADE 50), TYP
HSS8X8,TYP
WP
3 SPA @
3"
TYP
1 1/2"
(4)-1" A490-SC-STD, TYP
2L6X6 / 2L5X5, TYP
1/2" GUSSET
(GRADE 50) PL
1/4 36 1/4 36
TYP
2"
1"
C
2" TYP
WP
1" GUSSET PL
(GRADE 50), TYP
SEE "9 BOLT KNIFE
PLATE DETAIL" ON
S-420H, TYP
1" KNIFE PL
(GRADE 50) TYP
1/4 34 1/4 34
TYP
HSS8X8,TYP
1/4 10 1/4 10
TYP
(8) 3/4"Ø A325-
PT-STD BOLTS
BEAM PER ELEVATIONS, COPE
ONE SIDE OF FLANGE, TYP
1' - 9 3/4"
1' - 5 1/2"
TY
P
1/
2"
TY
P
1/ 2"
4" TYP
2" TYP 1/2"
A
WP
(4)-1" A490-SC-STD
2L6X6 / 2L5X5
1/2" GUSSET
(GRADE 50) PL
PROVIDE TYPE "N" SPECIAL
CONNECTION PER SEE S-012H
BEAM PER ELEVATIONS
3 ROWS OF 1"
A490-SC-STD
2L4X4X3/4
W/5" GAGE
1/4
3 SIDES
TYP
1/4 15 1/4 15
B
WP
(4)-1" A490-SC-STD
2L6X6 / 2L5X5
1/2" GUSSET
(GRADE 50) PL
PROVIDE TYPE "N" SPECIAL
CONNECTION PER SEE S-012H
3 ROWS OF 1"
A490-SC-STD
2L4X4X3/4
W/5" GAGE
1/4
3 SIDES
TYP
1/4 15 1/4 15
BEAM PER ELEVATIONS
1" GUSSET PL
(GRADE 50), TYP
1" KNIFE PL
(GRADE 50), TYP
HSS8X8,TYP
1/4 13 1/4 13
TYP
(10) 1"Ø A490-PT-STD BOLTS
1/4 52 1/4 52
TYP
1/2" 2"
4" TYP
E
SEE D5/S-426H FOR
CONNECTION
WP
SEE "9 BOLT KNIFE
PLATE DETAIL" ON S-420H
1" KNIFE PL
(GRADE 50)
1" GUSSET PL
(GRADE 50)
CENTER
ON WP
1/4 10 1/4 10
HSS6X6
2"
TY
P
1' - 7"
3/4" KNIFE PL
(GRADE 50)
1/4 11 1/4 11
1' - 5 1/2"
1' - 8 1/4"
HSS9X9
SEE "12 BOLT KNIFE
PLATE DETAIL" ON S-420H
BEAM
CONNECTION
PER PLAN
1" STIFFENER PL
(GRADE 50), TYP
HSS10X10
D
2" TYP
2" TYP
1" TYP
HSS9X9, TYP
1" KNIFE PL
(GRADE 50), TYP
1" GUSSET PL
(GRADE 50), TYP
1/4 11 1/4 11
TYP
WP
CENTER
ON WP
SEE "12 BOLT KNIFE
PLATE DETAIL" ON S-420H, TYP
HSS6X6, TYP
1' - 4 5/8"
1'
- 3
3/ 4"
1" STIFFENER (GRADE
50) TYP, EF
3" 3"
3" 3"
2"
3" 2" 1/2" KNIFE PL
(GR 50), TYP
(6)-1"Ø A490-PT-STD BOLTS
1/4 8 1/4 8
1' - 9"
WP
SEE "15 BOLT KNIFE
PLATE DETAIL" ON S-420H
1" KNIFE PL
(GRADE 50)
5/16 16 5/16 16
TYP
COLUMN PER
ELEVATIONS
HSS10X10
2" T
YP
1"
T
YP
1" GUSSET PL (GRADE 50)
2" TYP
2'
- 2
BASE
PLATE PER
SCHEDULE
ON S-400
BOTTOM OF
BASE PLATE
BOP EL
WP
SEE "15 BOLT KNIFE
PLATE DETAIL" ON
S-420H, TYP
1" KNIFE PL
(GRADE 50), TYP
5/16 16 5/16 16
TYP
HSS10X10, TYP
2" T
YP
1"
T
YP
1" GUSSET PL
(GRADE 50), TYP
2" TYP
1/4 41
1/4 41 CENTER
ON WP
1/4 41
1/4 41CENTER
ON WP
BEAM PER
ELEVATIONS,
SLOT AT GUSSET
1'
- 0
/4
1'
- 0
2" TYP
1" TYP
2" TYP
2' - 7 1/4"
1'
- 9
HSS8X8
HSS10X10
1" KNIFE PL
(GRADE 50), TYP
1" GUSSET PL
(GRADE 50)
WP
CENTER
ON WP
5/16 16 5/16 16
SEE "15 BOLT KNIFE
PLATE DETAIL" ON S-420H
1/4 13 1/4 13
SEE "12 BOLT KNIFE
PLATE DETAIL" ON S-420H
HSS6X6, TYP
1/2" KNIFE PL
(GR 50), TYP
(6)-1"Ø A490-PT-STD BOLTS
1/4 8 1/4 8
3" 3"
3" 3"
2" 3"
2" 1"
2' - 1 1/2"
WP
SEE "12 BOLT KNIFE
PLATE DETAIL" ON S-420H, TYP
1" KNIFE PL
(GRADE 50), TYP
1/4 13 1/4 13
TYP
HSS8X8, TYP
2" T
YP
1"
T
YP
1" GUSSET PL (GRADE 50)
2" TYP
1/4 41
1/4 41 CENTER
ON WP
1/4 41
1/4 41CENTER
ON WP
BEAM PER ELEVATIONS,
SLOT AT GUSSET
1' - 0"10
/2
2" 3"
3" 3"
3" 3"
2" 1/
2"
1 3/4" 5 1/2" 1 3/4"
(12) 1" A490-PT BOLTS
BEAM PER PLAN
PL 1 1/4X9 1/2X 1'-7"
UT
HANGER PER
SCHEDULE
1/2" DOUBLER PLATE
(GR 50), 1/4" FILLET 3
SIDES
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
TU
LS
A D
IS
TR
IC
T
TU
LS
A, O
KL
AH
O M
A
B U
R N
S
M C
D O
N N
E
LL
W
AR
D P
A R
KW
AY
K
AN
SA
S
C
IT
Y, M
O
US Army Corps of Engineers Tulsa District
M
AR
K D
ES
C
R
IP
TI
O
N
SHEET
IDENTIFICATION
D
AT
E
AP
PR
S O
LI
C
IT
AT
IO
N
N O
FI
LE
N
AM
E:
D W
N B
Y:
C
KD
B
Y:
D
ES
IG
N
ED
B
Y:
D
AT
E:
FI
LE
N U
M
BE
R
S
IZ
E:
SB
M
T
BY
P
LO
T
SC
AL
E:
P
LO
T D
AT
E:
C O
N
TR
AC
T
N O
KC
-4
6A T
W O
-B
AY
D
EP
O T
M A I
N
TE
N A N
C E
H A
N G
AR
O
KL
AH
O
M A
C
IT
Y, O
KL
AH
O M
A
5 6
D
C
A
B
1 2 3 4
E
"X
C O
PY
R
IG
H
T
B
U R
N S
M cD O
N N
EL
L
EN
G
IN
EE
R
IN
G C
O M
PA
N
Y, IN
C
TI
N
KE
R
A
IR
FO
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C E
BA
S E
PD
C
:W W
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FY
: 1
1:
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5 61 2 3 4 IF SHEET IS LESS THAN 42 X 30
REDUCED PRINT - USE GRAPHIC SCALE
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S-424H
VE
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W W
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0 5
S-
4H .D
W G
P.
M
AN
IS
SCALE: 3/4" = 1'-0"D1 DETAIL
SCALE: 3/4" = 1'-0"D2 DETAIL
SCALE: 3/4" = 1'-0"D5 DETAIL
SCALE: 3/4" = 1'-0"B1 DETAIL
SCALE: 3/4" = 1'-0"D6 DETAIL
0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3'
0 1' 2' 3' SCALE: 3/4" = 1'-0"B2 DETAIL
SCALE: 3/4" = 1'-0"B4 DETAIL
SCALE: 3/4" = 1'-0"B5 DETAIL
SCALE: 3/4" = 1'-0"A1 DETAIL
SCALE: 3/4" = 1'-0"A2 DETAIL
SCALE: 3/4" = 1'-0"A3 DETAIL
SCALE: 3/4" = 1'-0"A5 DETAIL
0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3'
0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3'
SCALE: 1" = 1'-0"D4 DETAIL
0 1' 2' 3' 0 1/2' 1' 2'
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
CL
TRUSS/BEAM
CL
BEAM
HSS7x7x1/2, TYP
1/4 8 1/4 8
TYP
1" 1"
1" PL (GR 50), (6)
1" DIA A490-PT-STD, TYP3/4
2"
3" 2" 1 1
/2" 2 @
3"
1 1 /2"
1" PL
(GR 50), TYP UT
6 MIN
UT
3 EDGES
TYP, UT
B4 S-426H
1'
- 4
3/8" STIFFENER, 1/4"
FILLET, 3 SIDES TYP
BEAM CONNECTION
PER C3/S-411H, TYP
NOTCH BM WEB
IF REQUIRED
1' - 8"
HSS7X7, SEE PLAN
BEAM/TRUSS BOTTOM
CHORD
M
IN
1/
2"
BEAM GUSSET PLATE, SEE
C3/S-411 FOR INFO NOT
SHOWN
1" PL, TYP
NOTE: 3/8" STIFFENERS NOT SHOWN
CL
TRUSS
CL
BEAM
HSS7x7x1/2, TYP
1" PL (GR 50), (6)
1" DIA A490-PT-STD, TYP
1 1 /2"
2 @ 3"
1 1 /2"
1" PL
(GR 50), TYP
UT, TYP
6 MIN
UT, TYP
3 EDGES
TYP, UT
1/4 8 1/4 8
TYP
3/4 "2"
3" 2"
1'
- 4
BEAM CONNECTION
PER C3/S-411H, TYP
3/8" STIFFENER,
1/4" FILLET,
3 SIDES, TYP
1" 1"
1' - 7"
CL
TRUSS
CL
BEAM
HSS7x7x1/2, TYP
1/4 8 1/4 8
TYP
1" PL (GR 50), (6)
1" DIA A490-PT-STD, TYP3/4
2"
3" 2" 1 1
/2" 2 @
3"
1 1 /2"
1" PL
(GR 50)
UT
6 MIN
UT
3 EDGES
TYP, UT
BEAM CONNECTION PER
C3/S-411H, TYP
3/8" STIFFENER,
1/4" FILLET,
3 SIDES, TYP
1" 1"
1' - 8"
CL
BEAM
CL
BEAM
HSS7X7X1/2, TYP
SEE OTHER DETAILS
FOR HSS PLATE AND BOLT
INFORMATION
PL1"x1'-1" (GR 50), FIT BETWEEN
STIFFENERS, TYP
3 EDGES
TYP,UT
BEAM, SEE ELEVATIONS
1/
2"
3/4" STIFFENERS, TYP
THIS LOCATION, CJP
(8) 1" A490-PT-STD
M
9" 3"2"
COL WEB
2" 3"
3" 3"
2"
1'
1"
BEAM CONNECTION PER
C3/S-411H, TYP
GRIDS 6, 8
19, 21 SIM
CL
TRUSS
CL
BEAM
HSS7X7X1/2
1" PL (GR 50), (6)
1" DIA A490-PT-STD
1" PL
(GR 50)
UT
6 MIN
UT
3 EDGES
TYP, UT
BEAM CONNECTION
PER C3/S-411H, TYP
3/8" STIFFENER,
1/4" FILLET,
3 SIDES, TYP
3/4
2"
3" 2"
1 1/2" 3"
1"
1"
1' - 8"
CL
BEAM
HSS7X7X1/2PL 1" X 9"(GR 50), (6)
1" DIA A490-PT-STD
PL 1" X 12" X
2'-8" LONG (GR 50)
9"
9"
3/8" STIFFENER ABOVE AND
BELOW 1"X12" PL, BOTH SIDES,
1/4" FILLET, 3 EDGES TYP
SLOT WEB OF W16
TO ACCOMODATE
1" THROUGH PLATE
1/4
1/4 PL TO W16
WEB
CL
HSS
1/4 8 1/4 8
TYP
1" 1"
2"3"2"
3/4
1 1/2"
3"
CL
TRUSS
CL
BEAM
UT
7 MIN
UT
3 EDGES
TYP, UT
HSS10X10X1/2
PL 1 1/2" X 12" (GR 50),
(9) - 1 1/8" A490-PT-STD, TYP
3" 3"
3" 3"
2"
3" 3"
2"
3/4"
3/8 13 3/8 13
TYP
1 1/2" PL
(GR 50), TYP
NOTCH
BM WEB
IF REQUIRED
3/8" STIFFENER, 1/4"
FILLET, 3 SIDES TYP
1' - 4"
SEE C3/S-411H FOR
CONNECTION, TYP
1" TYP
1" TYP
1' - 11"
CL
TRUSS
CL
BEAM
UT
7 MIN
UT
3 EDGES
TYP, UT
HSS10X10X1/2
PL 1 1/2" X 12" (GR 50),
(9) - 1 1/8" A490-PT-STD, TYP3/8 13
3/8 13
TYP
1 1/2" PL
(GR 50)
NOTCH
BM WEB
IF REQUIRED
3/8" STIFFENER, 1/4"
FILLET, 3 SIDES TYP
SEE B5/S-441H FOR
CONNECTION, TYP
TYP3"
1" TYP
1" TYP
BEAM CONNECTION PER
C3/S-411H
1' - 11 1/2"
CL
TRUSS
CL
BEAM
HSS7X7X1/2
1/4 8 1/4 8
TYP
1" PL (GR 50), (6)
1" DIA A490-PT-STD
1" PL
(GR 50),
TYP
UT
6 MIN
UT
3 EDGES
TYP, UT
HSS10X10X1/2
1 1/2" PL
(GR 50)
1" PL (GR 50)
7 MIN
UT
PL 1 1/2" X 12" (GR 50),
(9) - 1 1/8" A490-PT-STD
BEAM CONNECTION PER
C3/S-411H, TYP
3/8 13 3/8 13
3/8" STIFFENER,
1/4" FILLET,
3 SIDES, TYP
TYP
3"
1" TYP
1" TYP
3"
1 1 /2"
2" TYP
3" TYP
2" TYP
3/4" TYP
TYP
1' - 8"
HSS10X10X1/2
SEE OTHER DETAILS
FOR HSS PLATE AND BOLT
INFORMATION
1 1/2" PL (GR 50),
FIT BETWEEN
STIFFENERS
3 EDGES
TYP,UT
1" STIFFENERS,
CJP, 3 EDGES, TYP
D
TRUSS
BOTTOM CHORD
1 1/2" PL (GR 50),
(9) 1 1/8" A490-PT-STD
SIMILAR
CONNECTION
GRIDS C & E SIM
C15X50
SEE OTHER
DETAILS FOR
INFORMATION
NOT SHOWN
2L4X4X3/4 X 9" LONG,
(3) 1" A490-PT-STD IN C15,
(6) 1" A490-PT-STD IN BEAM
~1 1"
A1 S-434H
PROVIDE CONNECTION TYPE
PER S-012H, TYP
H
1 1/2" X 14"
THROUGH
PL (GR 50)
7"
HSS10X10,
SEE PLAN
SEE OTHER DETAILS
THIS SHEET FOR
CONNECTION
1/4
U .S
. A R
M Y
C O
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PS
O F
EN
G
IN
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R S
TU
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A D
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TR
IC
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TU
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A, O
KL
AH
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A
B U
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S
M C
D O
N N
E
LL
W
AR
D P
A R
KW
AY
K
AN
SA
S
C
IT
Y, M
O
US Army Corps of Engineers Tulsa District
M
AR
K D
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C
R
IP
TI
O
N
SHEET
IDENTIFICATION
D
AT
E
AP
PR
S O
LI
C
IT
AT
IO
N
N O
FI
LE
N
AM
E:
D W
N B
Y:
C
KD
B
Y:
D
ES
IG
N
ED
B
Y:
D
AT
E:
FI
LE
N U
M
BE
R
S
IZ
E:
SB
M
T
BY
P
LO
T
SC
AL
E:
P
LO
T D
AT
E:
C O
N
TR
AC
T
N O
KC
-4
6A T
W O
-B
AY
D
EP
O T
M A I
N
TE
N A N
C E
H A
N G
AR
O
KL
AH
O
M A
C
IT
Y, O
KL
AH
O M
A
5 6
D
C
A
B
1 2 3 4
E
"X
C O
PY
R
IG
H
T
B
U R
N S
M cD O
N N
EL
L
EN
G
IN
EE
R
IN
G C
O M
PA
N
Y, IN
C
TI
N
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R
A
IR
FO
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C E
BA
S E
PD
C
:W W
YK
FY
: 1
1:
D
C
A
B
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5 61 2 3 4 IF SHEET IS LESS THAN 42 X 30
REDUCED PRINT - USE GRAPHIC SCALE
W
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S-426H
H O
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P.
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W W
YK
0 5
S-
6H .D
W G
P.
M
AN
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SCALE: 3/4" = 1'-0"A1 DETAIL
0 1' 2' 3'
SCALE: 3/4" = 1'-0"B4 SECTION
0 1' 2' 3'
SCALE: 3/4" = 1'-0"A2 DETAIL
0 1' 2' 3' SCALE: 3/4" = 1'-0"A4 DETAIL
SCALE: 3/4" = 1'-0"A5 DETAIL
0 1' 2' 3' 0 1' 2' 3'
SCALE: 3/4" = 1'-0"B1 DETAIL
SCALE: 3/4" = 1'-0"B2 DETAIL
0 1' 2' 3'0 1' 2' 3'
SCALE: 3/4" = 1'-0"D1 DETAIL
0 1' 2' 3'
SCALE: 3/4" = 1'-0"D2 DETAIL
0 1' 2' 3'
SCALE: 3/4" = 1'-0"D4 DETAIL
0 1' 2' 3'
SCALE: 3/4" = 1'-0"D5 DETAIL
0 1' 2' 3'
SCALE: 3/4" = 1'-0"B5 DETAIL
0 1' 2' 3' SCALE: 3/4" = 1'-0"B6 DETAIL
0 1' 2' 3'
M
AR
K D
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C
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IP
TI
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AP
2' - 4"
WALL PANEL
PER ARCH
PURLIN,
SEE PLAN
BEAM, SEE PLAN
8" CMU
GIRT, SEE GIRT
ELEVATIONS
GRID
TOS EL VARIES
WT4X12, LOCATE @ COLUMN
AND 5'-0" OC (PROVIDE 1" MIN
CLEARANCE @ PURLIN)
3/16
L4X4X3/8 X CONT W/(2) 3/4"Ø
A325-SC BOLTS LSL, TYP
2" M
AX
SLOPING CONCRETE
BEAM PER S-010H
1' - 0"
GABLE TRACK
GRID
TOS EL 116' - 4"
PURLIN,
SEE PLAN, TYP
WALL PER ARCH
8" CMU
BEAM, SEE PLAN
3' - 3 1/2"
1 1/2" 12"
10 GAGE SHEET
METAL TO SUPPORT
SOFFIT AND FASCIA
MC9X23.9 W/ (2) 3/4"Ø
A325-SC BOLTS IN LSLT
HOLES, TYP EACH END
5/8"Ø HILTI HIT-HY70 @ 2'-0"OC
OR EQUAL, EMBED 5 5/8"
BOND BEAM
PER S-010H
BOS EL 116' - 0"
1' - 4"
PURLIN,
SEE PLAN, TYP
WALL PER ARCH
8" CMU BEAM, SEE PLAN, TYP
3' - 3 1/2"
GRID
COLUMN, SEE SCHEDULE
TOS EL 116' - 4"
W6X15
MC9X23.9 W/(2) 3/4" A325-SC
BOLTS IN LSLT HOLES, TYP
EACH END
10 GAGE SHEET
METAL TO SUPPORT
SOFFIT AND FASCIA
1/4
A2 S-430H
5/8"Ø HILTI HIT-HY70 @2'-0"OC
OR EQUAL, EMBED 5 5/8"
BOND BEAM
PER S-010H
BID OPTION: HANGAR
MAINTENANCE AND
MATERIAL HOISTS
1' - 4"
1 1/2" 12"
BOS EL 116' - 0"
GRID
TOS EL VARIES
PURLIN,
SEE PLAN, TYP
WALL PER ARCH
8" CMU
BEAM, SEE PLAN
WT4X12, LOCATE @ COLUMN
AND 5'-0" OC (PROVIDE 1" MIN
CLEARANCE @ PURLIN)
3/16
L4X4X3/8 X CONT W/(2) 3/4"Ø
A325-SC BOLTS LSL, TYP
M
AX2"
BOND BEAM
PER S-010H
H.3
1 1/2" 12"
GRID
PURLIN,
SEE PLAN, TYP
WALL PER ARCH
BEAM, SEE PLAN
COLUMN,
SEE SCHEDULE
2' - 0"
BOS EL 120' - 1"
GIRT, SEE ELEVATION
L4X4X3/8X1'-0"
@ 4'-0"OC
2-12
TYP
TOS EL 119' - 4"
BOND BEAM PER
S-010H
8" CMU
2' - 5"
SEE PURLIN BRIDGING
DETAIL, S-412H FOR
ADDITIONAL INFORMATION
L6x3 1/2x3/8 CONT
GRID
PURLIN,
SEE PLAN, TYP
WALL PER ARCH
8" CMU
1 1/2" 12"
L4X4X3/8X1'-0"
@ 4'-0"OC
2-12
TYP
BOS EL 120' - 1"
BOND BEAM PER S-010H
2' - 5"
2' - 0"
GIRT, SEE
ELEVATION
L6x3 1/2x3/8 CONT
E
CMU POCKET
MC9X23.9 W6X15
A4
S-430H
TOS EL VARIES
BOS EL 116' - 0"
8" CMU
E
MC9X23.9
COLUMN SEE SCHEDULE
BEAM SEE PLAN, TYP
W6
3/4"Ø BOLT IN
LSLT HOLES, TYP
W6x15
3' - 3 1/2" ROOF,
SEE ARCH
BEAM,
SEE PLAN
10 GAGE SHEET
METAL TO SUPPORT
SOFFIT AND FASCIA
5/8"Ø HILTI HIT-HY70 @ 2'-0"OC
OR EQUAL, EMBED 5 5/8"BOND BEAM
PER S-010H
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
TU
LS
A D
IS
TR
IC
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TU
LS
A, O
KL
AH
O M
A
B U
R N
S
M C
D O
N N
E
LL
W
AR
D P
A R
KW
AY
K
AN
SA
S
C
IT
Y, M
O
US Army Corps of Engineers Tulsa District
M
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SHEET
IDENTIFICATION
D
AT
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AP
PR
S O
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IT
AT
IO
N
N O
FI
LE
N
AM
E:
D W
N B
Y:
C
KD
B
Y:
D
ES
IG
N
ED
B
Y:
D
AT
E:
FI
LE
N U
M
BE
R
S
IZ
E:
SB
M
T
BY
P
LO
T
SC
AL
E:
P
LO
T D
AT
E:
C O
N
TR
AC
T
N O
KC
-4
6A T
W O
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AY
D
EP
O T
M A I
N
TE
N A N
C E
H A
N G
AR
O
KL
AH
O
M A
C
IT
Y, O
KL
AH
O M
A
5 6
D
C
A
B
1 2 3 4
E
"X
C O
PY
R
IG
H
T
B
U R
N S
M cD O
N N
EL
L
EN
G
IN
EE
R
IN
G C
O M
PA
N
Y, IN
C
TI
N
KE
R
A
IR
FO
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C E
BA
S E
PD
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S-
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W G
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M
AN
IS
SCALE: 3/4" = 1'-0"D1 SECTION
SCALE: 3/4" = 1'-0"D2 SECTION
SCALE: 3/4" = 1'-0"D4 SECTION
SCALE: 3/4" = 1'-0"B1 SECTION
SCALE: 3/4" = 1'-0"B2 SECTION
SCALE: 3/4" = 1'-0"B4 SECTION
SCALE: 1 1/2" = 1'-0"A2 SECTION
SCALE: 1 1/2" = 1'-0"A4 SECTION
0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3'
0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3'
0 1/2' 1' 1 1/2' 0 1/2' 1' 1 1/2'
SCALE: 3/4" = 1'-0"D5 SECTION
0 1' 2' 3'
M
AR
K D
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C
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IP
TI
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N D
AT
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AP
M
JOIST, SEE PLAN
BEAM, SEE PLAN
ROOF DECK,
SEE PLAN
TOS EL 132' - 2"
1 1/2" 12"
GIRT, SEE GIRT
ELEVATIONS
2' - 5"
BOND BEAM PER S-010H
A4 S-431H
SIM
OPP HAND
ED-1, SEE S-013H
9"
2' - 9"
MM.6
1 1/2" 12"
2' - 5"
8" CMU
COLUMN,
SEE SCHEDULE
TOS EL 132' - 2"4"
ROOF DECK,
SEE PLAN
GIRT, SEE GIRT
ELEVATIONS
BEAM PER
PLAN, TYP
3/16 4 3/16 4
TYP
D5 S-431H
B5 S-431H
BOND BEAM PER S-010H
A4 S-431H
1' - 0" 9"
2' - 9"
TOS EL 131' - 1 1/2"4"
/B3 S-431HFOR INFO NOT SHOWN SEE
MM.6
JOIST PER PLAN
ROOF DECK,
SEE PLAN
1 1/2" 12"
TOS EL 132' - 2"
GIRT, SEE GIRT
ELEVATIONS
FLOOR DECK,
SEE PLAN
BEAM PER
PLAN, TYP
BOTTOM CHORD
EXTENSION
BRIDGING PER
JOIST MFG
JOIST SUPPLIER TO
DESIGN FOR 900 LB
FORCE PER JOIST
BOTTOM CHORD
BENT PL 3/8"X7"X7" W/(2) 5/8"Ø HILTI
HIT-HY 70 OR EQUAL, EMBED 5 5/8"
CENTER ON JOIST/BEM
8" 4"
(2) #5 CONT
1 1/2" 9" 1 1/2"
6" 6"
BOND BEAM
PER S-010H
CL
JOIST/BEAM
7"
L2 1/2x2 1/2x1/4
@ 1'-0" FROM
COLUMN AND
AT 4'-0" OC
3/16
3 SIDES
TYP
PL 1/4"x4"x0'-4", TYP
BENT PL 3/8"
5"
ED-1, SEE S-013H
TOC EL 128' - 5"
2' - 5"
2' - 2"
2' - 9"
1' - 0"
METAL STUD FRAMING, SEE ARCH
3/8" PL CONT,
ATTACH TO GIRT3/16 3
3/16 3
@ BEAM
1/8 2 1/8 2
@ JOIST
4"
WALL PER ARCH
BEAM, SEE PLAN
COLUMN, SEE SCHEDULE
ROOF DECK,
SEE PLAN
GRID
0'
3/
8"
2 1/2" TYP
4"
STANDARD EXTENDED BEAM
CONNECTION PER S-012H
4"
D5 S-431H
TOS EL VARIES
STIFFENER PL,
TYP
WT4X12, LOCATE @
COLUMN AND 5'-0" OC
3/16
L4X4X3/8 X CONT W/(2) 3/4"Ø
A325-SC BOLTS LSL, TYP
3/8" BENT PL X CONT
3"
2'-0"
SLOPING CONCRETE
BOND BEAM PER S-010H
2" M
AX
3/16 4-12 3/16 4-12
2' - 0"
1' - 4"
P
ROOF DECK,
SEE PLAN
TOS EL 126' - 0"
1 1/2" 12"
BEAM, SEE PLAN
COLUMN, SEE SCHEDULEWALL PER ARCH
HSS4X4X1/4
3' - 2 1/2"
1/4" BENT PL
5/16
3 SIDES
TYP
8" CMU
10 GAGE SHEET
METAL TO SUPPORT
SOFFIT AND FASCIA
A4 S-431H
BOND BEAM PER S-010H
3/16 3/16
TOS EL 118'-0" @ SIM (GRID D)
4"
1' - 4"
P
3' - 2 1/2"
4"
JOIST, SEE PLAN
BEAM SEE PLAN
WALL PER ARCH
ED-1, SEE S-013H
1/4" BENT PL CONT
TOS EL 126' - 0"
ROOF DECK,
SEE PLAN
1 1/2" 12"
8" CMU
10 GAGE SHEET
METAL TO SUPPORT
SOFFIT AND FASCIA
BOND BEAM PER S-010H
3/16 3/16
A4 S-431H
TOS EL 122'-8" @ SIM (GRID E.9)
TOS EL 121'-9 5/8" @ SIM (GRID E.5)
1' - 4"
1 3/4" TYP
2 1/2" TYP
1" PL
(4) 1"Ø A490-STD
COLUMN,
SEE SCHEDULE
5/16
BEAM, SEE PLAN
3/8" STIFFENER PL, EF
INTERSECTING BEAM NOT SHOWN
1/4
GRID
1 1/2" 12"
1/4
16.6
2 1/2" TYP 4"
BEAM, SEE PLAN
ROOF DECK,
SEE PLAN
STANDARD EXTENDED PLATE
CONNECTION PER S-012H
STIFFENER PL,
TYP EF
4"
T/STL PER VARIES
4"
8 1/2" 8" 2"
ED-1
2" M
AX
3/16 3/16
3/8" PL TERMINATE
9" FROM JOIST CL
3/16
A5 S-431H
4"
TOS EL PER SECTION
GRID
1' - 4"
8 1/2" 8" 2"
GRID
9" T
YP
PE
R
P
LA
N
JOIST
SEE PLAN 3/8" PL
ED-1, TYP
BEAM, SEE PLAN U
.S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
TU
LS
A D
IS
TR
IC
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TU
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A, O
KL
AH
O M
A
B U
R N
S
M C
D O
N N
E
LL
W
AR
D P
A R
KW
AY
K
AN
SA
S
C
IT
Y, M
O
US Army Corps of Engineers Tulsa District
M
AR
K D
ES
C
R
IP
TI
O
N
SHEET
IDENTIFICATION
D
AT
E
AP
PR
S O
LI
C
IT
AT
IO
N
N O
FI
LE
N
AM
E:
D W
N B
Y:
C
KD
B
Y:
D
ES
IG
N
ED
B
Y:
D
AT
E:
FI
LE
N U
M
BE
R
S
IZ
E:
SB
M
T
BY
P
LO
T
SC
AL
E:
P
LO
T D
AT
E:
C O
N
TR
AC
T
N O
KC
-4
6A T
W O
-B
AY
D
EP
O T
M A I
N
TE
N A N
C E
H A
N G
AR
O
KL
AH
O
M A
C
IT
Y, O
KL
AH
O M
A
5 6
D
C
A
B
1 2 3 4
E
"X
C O
PY
R
IG
H
T
B
U R
N S
M cD O
N N
EL
L
EN
G
IN
EE
R
IN
G C
O M
PA
N
Y, IN
C
TI
N
KE
R
A
IR
FO
R
C E
BA
S E
PD
C
:W W
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FY
: 1
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W W
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S-
1H .D
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M
AN
IS
SCALE: 3/4" = 1'-0"D4 SECTION
SCALE: 3/4" = 1'-0"B1 SECTION
SCALE: 3/4" = 1'-0"B3 SECTION
SCALE: 3/4" = 1'-0"D2 SECTION
SCALE: 3/4" = 1'-0"A1 SECTION
SCALE: 3/4" = 1'-0"A3 SECTION
0 1' 2' 3' 0 1' 2' 3'
0 1' 2' 3' 0 1' 2' 3'
0 1' 2' 3' 0 1' 2' 3'
SCALE: 3/4" = 1'-0"D5 SECTION
0 1' 2' 3'
SCALE: 3/4" = 1'-0"B5 SECTION
SCALE: 1 1/2" = 1'-0"A4 DETAIL
0 1/2' 1' 1 1/2' NTSSCALE:A5 SECTION
0 1' 2' 3'
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
L
BEAM PER PLAN
FLOOR DECK,
SEE PLAN
SLAB, SEE PLAN
5"
8" 4"
(2) #5 CONT
GRATING PER ARCH
HSS SIZED TO
SUPPORT
GRATING
TOS EL 128' - 0"
3-12 3-12
14.2
BEAM PER
PLAN, TYP
FLOOR DECK,
SEE PLAN
SLAB, SEE PLAN
COLUMN,
SEE SCHEDULE
TOS EL 128' - 0"5"
14.6
BEAM PER
PLAN, TYP
FLOOR DECK,
SEE PLAN
SLAB, SEE PLAN
TOS EL 128' - 0"5"
8" 4"
(2) #5 CONT
MM.6
ROOF DECK,
SEE PLAN 1 1/2"
12"
TOS EL 132' - 2"
GIRT, SEE GIRT
ELEVATIONS
2' - 5"
FLOOR DECK,
SEE PLAN
BEAM PER
PLAN, TYP
8" 4"
(2) #5 CONT
D5 S-431H
B5 S-431H
BEAM BEYOND
2' - 2"
L2 1/2x2 1/2x1/4
@ 4'-0" OC
3/16
3 SIDES
TYP
PL 1/4"x4"x0'-4", TYP
BENT PL 3/8"
5"
TOS EL 136' - 0 5/8"
2"
5/16
1' - 10"
TOC EL 128' - 5"
COLUMN, SEE
SCHEDULE
COLUMN, SEE
SCHEDULE METAL STUD
FRAMING, SEE
ARCH
TOS EL 131' - 1 1/2"4"
METAL STUD FRAMING,
SEE ARCH, TYP
METAL STUD SUPPLIER TO
PROVIDE VERTICAL SLIP
CONNECTION
METAL STUD SUPPLIER
TO PROVIDE VERTICAL
SLIP CONNECTION
3/8" PL CONT,
ATTACH TO GIRT
ED-1
MM.6
ROOF DECK,
SEE PLAN 1 1/2"
12"
TOS EL 132' - 2"
GIRT, SEE GIRT
ELEVATIONS
2' - 5"
4"
BEAM PER
PLAN, TYP
D5 S-431H
B5 S-431H
BOND BEAM PER S-010H
A4 S-431H
8" CMU
COLUMN, SEE
SCHEDULE METAL STUD
FRAMING, SEE
ARCH
TOS EL 131' - 1 1/2"4"
M L.6
2' - 5" 9' - 0"
GIRT, SEE GIRT
ELEVATIONS
BEAM PER
PLAN, TYP
TOS EL 122' - 0"
COLUMN, SEE
SCHEDULE, TYP
STD BEAM
CONNECTION
PER S-012H, TYP
14.6
3/4" PL, (4) 3/4" A325, LSL
FINGER TIGHT,
DAMAGE THREADS
1/4 1/4
1/4
WT8X33.5X0'-11"
BEAM, SEE PLAN
ROOF DECK,
SEE PLAN
6"
10"
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
TU
LS
A D
IS
TR
IC
T
TU
LS
A, O
KL
AH
O M
A
B U
R N
S
M C
D O
N N
E
LL
W
AR
D P
A R
KW
AY
K
AN
SA
S
C
IT
Y, M
O
US Army Corps of Engineers Tulsa District
M
AR
K D
ES
C
R
IP
TI
O
N
SHEET
IDENTIFICATION
D
AT
E
AP
PR
S O
LI
C
IT
AT
IO
N
N O
FI
LE
N
AM
E:
D W
N B
Y:
C
KD
B
Y:
D
ES
IG
N
ED
B
Y:
D
AT
E:
FI
LE
N U
M
BE
R
S
IZ
E:
SB
M
T
BY
P
LO
T
SC
AL
E:
P
LO
T D
AT
E:
C O
N
TR
AC
T
N O
KC
-4
6A T
W O
-B
AY
D
EP
O T
M A I
N
TE
N A N
C E
H A
N G
AR
O
KL
AH
O
M A
C
IT
Y, O
KL
AH
O M
A
5 6
D
C
A
B
1 2 3 4
E
"X
C O
PY
R
IG
H
T
B
U R
N S
M cD O
N N
EL
L
EN
G
IN
EE
R
IN
G C
O M
PA
N
Y, IN
C
TI
N
KE
R
A
IR
FO
R
C E
BA
S E
PD
C
:W W
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FY
: 1
1:
D
C
A
B
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FR
AM
IN
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TI
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P.
M
AN
IS
R .Y
O U
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KE
R C
. M C
G
EE
W W
YK
0 5
S-
2H .D
W G
P.
M
AN
IS
SCALE: 3/4" = 1'-0"A4 SECTION
SCALE: 3/4" = 1'-0"A5 SECTION
SCALE: 3/4" = 1'-0"A3 SECTION
SCALE: 3/4" = 1'-0"C1 SECTION
SCALE: 3/4" = 1'-0"C3 SECTION
SCALE: 3/4" = 1'-0"A1 SECTION
0 1' 2' 3' 0 1' 2' 3'
0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3'
SCALE: 3/4" = 1'-0"C5 SECTION
0 1' 2' 3'
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
BEAM PER
PLAN, TYP
FLOOR DECK,
SEE PLAN
SLAB, SEE PLAN
TOS EL 128' - 0"5"
BEAM CONNECTION
PER PLAN, TYP
H
TOS EL 128' - 0"5"
BEAM PER
PLAN, TYP
FLOOR DECK,
SEE PLAN
SLAB, SEE PLAN
BENT PL CONT,
16"X4"X1/2", 3/4"
THROUGH BOLTS
AT 24" OC
ROOF DECK,
SEE PLAN
TOS EL 127' - 7 1/2"
4"
JOIST, SEE PLAN
1 1/2" 12"
8"4"
(2) #5 CONT
HSS 4x4x1/4x CONT
3-12 1/4 3-12
3' - 0"
ED-1, SEE S-013H
2' - 6 1/2"
12 12.2
15 14.9
3' - 5"
8" CMU
COLUMN, SEE
SCHEDULE, TYP
BEAM, SEE
PLAN, TYP
TOS EL 128' - 0"5"
SLAB, SEE PLAN
FLOOR DECK,
SEE PLAN
8" 4" (2) #5 CONT
BOND BEAM PER S-010H
C5 S-446H
2' - 1"
2' - 0"
SIM
K
TOS EL 128' - 0"5"
SLAB, SEE PLAN FLOOR DECK,
SEE PLAN
BEAM SEE PLAN, TYP
COLUMN, SEE SCHEDULE
BEAM
CONNECTION
PER PLAN
L
TOS EL 128' - 0"5"
SLAB, SEE PLAN FLOOR DECK,
SEE PLAN
BEAM SEE PLAN, TYP
BEAM
CONNECTION
PER PLAN
15 14.9
GIRT, SEE GIRT
ELEVATIONS
ROOF DECK,
SEE PLAN
BEAM, SEE
PLAN, TYP
8" CMU
TOS EL VARIES
3/16 4-12 3/16 4-12
3/16 5 3/16 5
L4X4X3/8X0'-6"
LONG @ 4'-0" OC
3/8" BENT PLATE X CONT
4"
2' - 5"
SLOPING CONCRETE
BOND BEAM PER S-010H
2" M
AX
2' - 1"
12 12.2
3' - 5"
GIRT, SEE GIRT ELEVATIONS
ROOF DECK,
SEE PLAN
JOIST, SEE PLANBEAM, SEE PLAN, TYP
8" CMU
TOS EL VARIES
3/16 4-12 3/16 4-12
3/16 5
L4X4X3/8X0'-6"
LONG @ 4'-0" OC
3/8" BENT PLATE
4"
SLOPING CONCRETE
BOND BEAM PER S-010H
2" M
AX
2' - 1"
2' - 0"
12 12.2
COLUMN, SEE
SCHEDULE, TYP
8" CMU
VERTICAL BRACING,
SEE ELEVATIONS
AND DETAILS
ROOF DECK,
SEE PLAN
3' - 5"
TOS EL 122' - 8"
3/8" BENT PLATE
2" M
AX
3/16 4-12 3/16 4-12
SLOPING BOND
BEAM PER S-010H
4"
TOS EL 122' - 0"
L4X4X3/8X0'-6"
LONG @ 4'-0" OC
4"
2' - 1"
2' - 0"
E.9
TOS EL 122' - 8"4"
1 1/2" 12"
ROOF DECK,
SEE PLAN
BEAM, SEE
PLAN, TYP
COLUMN,
SEE SCHEDULE
BENT PL 3/8"X7"X7" W/(2) 5/8"Ø
HILTI HIT-HY 70 OR EQUAL, EMBED
5 5/8" CENTER ON JOIST/BEAM
1 1/2" 9" 1 1/2"
6" 6"
CL
JOIST/BEAM
7"
7"
3/16 4 3/16 4
4"
15 14.9
12 12.2
1' - 5"
3' - 5"
8" CMU
BEAM, SEE
PLAN, TYP
TOS EL 128' - 0"5"
SLAB, SEE PLAN
FLOOR DECK,
SEE PLAN
8" 4" (2) #5 CONT
BOND BEAM PER S-010H
C5 S-446H
E.9
WALL PER ARCH
ROOF DECK,
SEE PLAN
1/4" BENT PL CONT
BEAM, SEE PLAN
ED-1, SEE S-013H
10 GAGE SHEET
METAL TO SUPPORT
SOFFIT AND FASCIA
3' - 2"
3/16 3/16
TRIM PLATE
AROUND ANGLE
1/2" x FLG WIDTH PL, WITH (4) A325-PT-STD
4"
1' - 4 1/2"
8" CMU
A4
S-431H SIM
4" 4" LADDER BOLTED
TO SUPPORT
3" METAL DECK
WT8X13 CJP TO BEAM
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
TU
LS
A D
IS
TR
IC
T
TU
LS
A, O
KL
AH
O M
A
B U
R N
S
M C
D O
N N
E
LL
W
AR
D P
A R
KW
AY
K
AN
SA
S
C
IT
Y, M
O
US Army Corps of Engineers Tulsa District
M
AR
K D
ES
C
R
IP
TI
O
N
SHEET
IDENTIFICATION
D
AT
E
AP
PR
S O
LI
C
IT
AT
IO
N
N O
FI
LE
N
AM
E:
D W
N B
Y:
C
KD
B
Y:
D
ES
IG
N
ED
B
Y:
D
AT
E:
FI
LE
N U
M
BE
R
S
IZ
E:
SB
M
T
BY
P
LO
T
SC
AL
E:
P
LO
T D
AT
E:
C O
N
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N O
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C E
H A
N G
AR
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AH
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Y, O
KL
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5 6
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1 2 3 4
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"X
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0 5
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W G
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SCALE: 3/4" = 1'-0"D1 SECTION
SCALE: 3/4" = 1'-0"D2 SECTION
SCALE: 3/4" = 1'-0"D3 SECTION
SCALE: 3/4" = 1'-0"B1 SECTION
SCALE: 3/4" = 1'-0"B2 SECTION
SCALE: 3/4" = 1'-0"B3 SECTION
SCALE: 3/4" = 1'-0"B5 SECTION
SCALE: 3/4" = 1'-0"A1 SECTION
SCALE: 3/4" = 1'-0"A2 SECTION
SCALE: 3/4" = 1'-0"A4 SECTION
0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3'
0 1' 2' 3'
0 1' 2' 3' 0 1' 2' 3'
0 1' 2' 3'
0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3'
SCALE: 3/4" = 1'-0"D5 SECTION
0 1' 2' 3'
SCALE: 1 1/2" = 1'-0"A5 SECTION
0 1/2' 1' 1 1/2'
M
AR
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C
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IP
TI
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AT
E
AP
BEAM, SEE PLAN
DECK, SEE PLAN
BOS EL 144' - 6"
B
CEILING,
SEE ARCH
SEE S-442H FOR CONNECTION
BEAM, SEE PLAN
DECK, SEE PLAN, TYP
BOS EL 144' - 6"
CEILING CONNECTION,
SEE S-442H CEILING,
SEE ARCH
GIRT, SEE GIRT
ELEVATIONS
COLUMN, SEE SCHEDULE
BEAM, SEE
PLAN, TYP
BOS EL 144' - 6"
2' - 5"
PROVIDE CONNECTION
TYPE PER S-012HG
W6X15
GIRT, SEE GIRT
ELEVATIONS
BEAM, SEE
PLAN, TYP
BOS EL 144' - 6"
FOR BEAM
CONNECTION SEE
PLAN, TYP
CEILING,
SEE ARCHCEILING FRAMING,
SEE S-442H
2' - 5"
DECK, SEE PLAN, TYP
BEAM, SEE PLAN, TYP
BOS EL 144' - 6"
FOR BEAM
CONNECTION SEE
PLAN, TYP
CEILING CONNECTION PL,
SEE S-442H
CEILING,
SEE ARCH
DECK, SEE PLAN, TYP
BEAM, SEE PLAN
BOS EL 144' - 6"
PLAN BRACE, SEE PLAN
HANGER, SEE SCHEDULE
BEAM, SEE PLAN
DECK, SEE PLAN, TYP
BOS EL 144' - 6"
B3 S-402H
K
HANGER, SEE SCHEDULE
BEAM, SEE PLAN
BOS EL 144' - 6"
B3 S-402H
DECK NOT
SHOWN,
SEE PLAN
PL 3/4" FULL DEPTH
(GRADE 50), TYP
DOUBLER PL 3/8"X10"X
1'-1" (GRADE 50), 1/4"
FILLET WELD, 3 SIDES,
TYP
(8) 1" DIA. A490-STD-PT
BOLTS
2" T
YP3"
T
YP
3" TYP 2" TYP TYP 3
SIDES, UT
GIRT, SEE GIRT
ELEVATIONS
RUNWAY BEAM, SEE S-700H (BID
OPTION: TELESCOPING PLATFORM
SYSTEM)
HANGER, SEE SCHEDULE
BEAM, SEE PLAN, TYP
BOS EL 144' - 6"
DECK, SEE PLAN
PROVIDE CONNECTION
TYPE PER S-012HH
18.2
WT4X12, LOCATE @
COLUMN, CMU WINDOW
JAMBS AND 5'-0" OC
3/16
L4X4X3/8 X CONT W/(2) 3/4"Ø
A325-SC BOLTS LSL, TYP
3/8" BENT PL X CONT
3" 2'-0"
SLOPING CONCRETE
BOND BEAM PER S-010H
1'
2" M
AX
3/16 4-12 3/16 4-12
TOS EL VARIES
1' - 4"
2' - 0"
8" CMU
8.5
WT4X12, LOCATE @
COLUMN AND 5'-0" OC
3/16
L4X4X3/8 X CONT W/(2) 3/4"Ø
A325-SC BOLTS LSL, TYP
3/8" BENT PL X CONT
3"
2'-0"
SLOPING CONCRETE
BOND BEAM PER S-010H
2" M
AX
3/16 4-12
3/16 4-12
BEAM PER PLAN
4" TOS EL 126' - 0"
TOS EL VARIES
8" CMU
2' - 0"
1' - 4"
M
BEAM , SEE PLAN
WT4X15.5 x 0'-6"
(2) 3/4" DIA.
A325-STD-PT BOLTS
3/16 3/16
TYP
TOS EL 122' - 0"
U .S
. A R
M Y
C O
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PS
O F
EN
G
IN
EE
R S
TU
LS
A D
IS
TR
IC
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TU
LS
A, O
KL
AH
O M
A
B U
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S
M C
D O
N N
E
LL
W
AR
D P
A R
KW
AY
K
AN
SA
S
C
IT
Y, M
O
US Army Corps of Engineers Tulsa District
M
AR
K D
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C
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TI
O
N
SHEET
IDENTIFICATION
D
AT
E
AP
PR
S O
LI
C
IT
AT
IO
N
N O
FI
LE
N
AM
E:
D W
N B
Y:
C
KD
B
Y:
D
ES
IG
N
ED
B
Y:
D
AT
E:
FI
LE
N U
M
BE
R
S
IZ
E:
SB
M
T
BY
P
LO
T
SC
AL
E:
P
LO
T D
AT
E:
C O
N
TR
AC
T
N O
KC
-4
6A T
W O
-B
AY
D
EP
O T
M A I
N
TE
N A N
C E
H A
N G
AR
O
KL
AH
O
M A
C
IT
Y, O
KL
AH
O M
A
5 6
D
C
A
B
1 2 3 4
E
"X
C O
PY
R
IG
H
T
B
U R
N S
M cD O
N N
EL
L
EN
G
IN
EE
R
IN
G C
O M
PA
N
Y, IN
C
TI
N
KE
R
A
IR
FO
R
C E
BA
S E
PD
C
:W W
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FY
: 1
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SCALE: 3/4" = 1'-0"D1 SECTION
SCALE: 3/4" = 1'-0"D2 SECTION
SCALE: 3/4" = 1'-0"D4 SECTION
SCALE: 3/4" = 1'-0"D5 SECTION
SCALE: 3/4" = 1'-0"C1 SECTION
SCALE: 3/4" = 1'-0"C2 SECTION
SCALE: 3/4" = 1'-0"C4 SECTION
SCALE: 3/4" = 1'-0"C5 SECTION
SCALE: 3/4" = 1'-0"A1 SECTION
0 1' 2' 3' 0 1' 2' 3'
0 1' 2' 3' 0 1' 2' 3'
0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3'
0 1' 2' 3'
SCALE: 3/4" = 1'-0"A3 SECTION
SCALE: 3/4" = 1'-0"A4 SECTION
0 1' 2' 3' 0 1' 2' 3'
SCALE: 3/4" = 1'-0"A5 SECTION
0 1' 2' 3'
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
RUNWAY BEAM, SEE S-700H
(BID OPTION: TELESCOPING
PLATFORM SYSTEM)
BEAM, SEE PLAN, TYP
BOS EL 144' - 6"
3" DECK, SEE PLAN
DRAFT CURTAIN FRAMING,
SEE GIRT ELEVATIONS
6'
1"
5/16
TYP
TYP
5/16 5/16
TYP
BEAM SEE PLAN
GIRT, SEE GIRT
ELEVATIONS
T/GRATING EL 154' - 1"
2' - 5" HANDRAIL, SEE ARCH
BEAM SEE PLAN
GIRT, SEE GIRT
ELEVATIONS
T/GRATING EL 154' - 1"
COLUMN,
SEE SCHEDULE
FOR BEAM
CONNECTION SEE
PLAN
2' - 5"
HANDRAIL, SEE ARCH
GR50 PL 2"X12"X2'-0"
BEAM PER PLAN
(2) 1"Ø A490-PR-STD BOLTS, TYP
HANGER, SEE SCHEDULE
T/GRATING EL 154' - 1"
BEAM, SEE PLAN, TYP
FOR BEAM CONNECTION
SEE PLAN, TYP
L.6
800T200-68 TRACK,
(2) 1/4" SCREWS INTO HSS,
(2) 1/4" SCREWS INTO STUD FLG
STUD, SEE FILTER
WALL ELEVATION
BRACING,
SEE PLAN
3" DECK,
SEE PLAN
SEE S-442H
FOR CEILING
ATTACHMENT
STUD, SEE ELEVATION
HSS, SEE FILTER
WALL ELEVATION
(2) 1/4" SCREW,
EACH LEG, 0.409"
DIA HEAD MIN1/4" BENT PLATE
3/16 3-12
3-12
9"
3"
800T200-68 TRACK,
(2) 1/4" SCREWS INTO STUD FLG
TOS EL 143' - 8"
TOS EL 143' - 0"
T/GRATING EL 154' - 1"
BEAM SEE PLAN
HANGER,
SEE SCHEDULE
FOR BEAM
CONNECTION SEE
PLAN
1' - 0" J
BEAM SEE PLAN
T/GRATING EL 154' - 1"
BEAM CONNECTION SEE PLAN
HANDRAIL, SEE ARCH
J
BEAM SEE PLAN
T/GRATING EL 154' - 1"
HANGER,
SEE SCHEDULE
FOR BEAM
CONNECTION SEE
PLAN, TYP
HANGER,
SEE SCHEDULE
BEAM SEE PLAN
FOR BEAM
CONNECTION SEE
PLAN, TYP
HANDRAIL, SEE ARCH
4' - 0" 5' - 0"
4 3/4"
G
HANGER,
SEE SCHEDULE
BEAM SEE PLAN
T/GRATING EL 154' - 1"
BEAM CONNECTION
SEE PLAN, TYP
L.6
BEAM, SEE PLAN, TYP
DECK, SEE PLAN
METAL STUD, SEE
FILTER WALL ELEVATION
1/4
FLGS &
WEB
C9x20, (3) 3/4" A325, FINGER TIGHT, DAMAGE
THREADS, SLOTTED HOLES
IN C9, STD HOLE IN W12
STUD, SEE ELEVATION
HSS, SEE FILTER
WALL ELEVATION
800T200-68 TRACK,
(2) 1/4" SCREWS INTO STUD FLG
800T200-68 TRACK,
(2) 1/4" SCREWS INTO HSS,
(2) 1/4" SCREWS INTO STUD FLG
(2) 1/4" SCREW,
EACH LEG, 0.409"
DIA HEAD MIN, TYP1/4" BENT PLATE
3"
9"
3/16 3-12
3-12
TOS EL 143' - 8"
BOS EL 144' - 6" CEILING
STUD
HSS TO
BM FLG
800T200-68 TRACK, (2) 1/4"
SCREWS INTO HSS, (2) 1/4"
SCREWS INTO STUD FLG
HSS, SEE FILTER WALL ELEVATION
T/GRATING EL 154' - 1"
BEAM,
SEE PLAN
800T200-68 SLIP TRACK,
(2) 1/2" SCREWS INTO HSS
TOS EL 143' - 8"
1/
2" 3" 2"
1/
2"
2'
0"
1' - 0"
3" T
YP
3" TYP
W-19-4 (1 1/2X3/16)
GALV GRATING
1/4" STIFFENER @ 24"OC
GIRT LINE
2' - 8 3/8"
METAL PANEL
BEAM PER PLAN
DOOR SEE ARCH
3/8" PL
1/4 1/4
TYP
3/8" BAR TO PROVIDE
SLOPE IN PLATE
GALV PLATE
AND HSS
3' - 2"
2"
1"
T/GRATING EL 154' - 0"
1/
2"
T/GRATING EL 154' - 1"
L
3"
30.00°
BEAM PER PLAN
L4X4X1/2"X0'-6"
(2) 3/4"Ø A325 PT-STD
BOLTS W/ 3" GAGE
1/4
3 SIDES
1/4
GIRT, SEE
ELEVATION
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
TU
LS
A D
IS
TR
IC
T
TU
LS
A, O
KL
AH
O M
A
B U
R N
S
M C
D O
N N
E
LL
W
AR
D P
A R
KW
AY
K
AN
SA
S
C
IT
Y, M
O
US Army Corps of Engineers Tulsa District
M
AR
K D
ES
C
R
IP
TI
O
N
SHEET
IDENTIFICATION
D
AT
E
AP
PR
S O
LI
C
IT
AT
IO
N
N O
FI
LE
N
AM
E:
D W
N B
Y:
C
KD
B
Y:
D
ES
IG
N
ED
B
Y:
D
AT
E:
FI
LE
N U
M
BE
R
S
IZ
E:
SB
M
T
BY
P
LO
T
SC
AL
E:
P
LO
T D
AT
E:
C O
N
TR
AC
T
N O
KC
-4
6A T
W O
-B
AY
D
EP
O T
M A I
N
TE
N A N
C E
H A
N G
AR
O
KL
AH
O
M A
C
IT
Y, O
KL
AH
O M
A
5 6
D
C
A
B
1 2 3 4
E
"X
C O
PY
R
IG
H
T
B
U R
N S
M cD O
N N
EL
L
EN
G
IN
EE
R
IN
G C
O M
PA
N
Y, IN
C
TI
N
KE
R
A
IR
FO
R
C E
BA
S E
PD
C
:W W
YK
FY
: 1
1:
D
C
A
B
E
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W
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/0
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FR
AM
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R .Y
O U
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R C
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W W
YK
0 5
S-
5H .D
W G
P.
M
AN
IS
SCALE: 3/4" = 1'-0"D1 SECTION
SCALE: 3/4" = 1'-0"D2 SECTION
SCALE: 3/4" = 1'-0"D4 SECTION
SCALE: 3/4" = 1'-0"D5 SECTION
SCALE: 3/4" = 1'-0"B1 SECTION
SCALE: 3/4" = 1'-0"B2 SECTION
SCALE: 3/4" = 1'-0"B3 SECTION
SCALE: 3/4" = 1'-0"A1 SECTION
SCALE: 3/4" = 1'-0"A2 SECTION
SCALE: 3/4" = 1'-0"A4 SECTION
SCALE: 3/4" = 1'-0"A5 SECTION
0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3'
0 1' 2' 3' 0 1' 2' 3'
0 1' 2' 3'
0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3'
SCALE: 3/4" = 1'-0"B4 SECTION
0 1' 2' 3'
SCALE: 1 1/2" = 1'-0"A3 SECTION
0 1/2' 1' 1 1/2'
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
T/GRATING EL 154' - 1"
BRACE, SEE ELEVATION
1' - 0" 4' - 0"
BEAM, SEE
PLAN, TYP
1212.2
BEAM, SEE PLAN, TYP
GIRT, SEE GIRT
ELEVATIONS
11"
3' - 8" 3' - 5"
T/GRATING EL 154' - 1"
L4X4X3/8
3/8" PL, TYP
(2) - 3/4" A325-SC-STD, TYP
3/16 6 3/16 6
TYP
FOR BEAM
CONNECTION
SEE PLAN
T/GRATING EL 154' - 1"
3' - 11"
HANDRAIL, SEE ARCH 1' - 5"
HANDRAIL, SEE ARCH
M
GIRT, SEE GIRT
ELEVATIONS
T/GRATING EL 154' - 1"
BEAM, SEE PLAN, TYP
COLUMN,
SEE SCHEDULE
B3 S-436H
FOR BEAM
CONNECTION
SEE PLAN
HANGER
SEE SCHEDULE
2' - 5" 3' - 8"
4"
B6 S-436H
B4 S-436H
SIM
W-19-4 (1" X
3/16") GRATING
1/4
3' - 10 1/2"
W6X15
TOS EL 162' - 6"
HANDRAIL, SEE
ARCH, TYP
M
GIRT, SEE GIRT
ELEVATIONS
T/GRATING EL 154' - 1"
BEAM, SEE PLAN, TYP3' - 8"
W-19-4 (1" X
3/16") GRATING
2' - 5"
HANDRAIL, SEE
ARCH
C
BEAM, SEE PLAN
DECK, SEE PLAN, TYP
BOS EL 179' - 4"
CEILING PER ARCH, TYP
RUNWAY BEAM, SEE S-700H
(BID OPTION: TELESCOPING
PLATFORM SYSTEM).
CEILING PER ARCH
BOS EL 179' - 4"
DECK, SEE PLAN
BEAM, SEE PLAN
FOR BEAM
CONNECTION SEE
PLAN
A
2' - 5" 2' - 0"
BEAM, SEE PLAN
HANGAR DOOR FRAMING
PER ARCH
DECK, SEE PLAN
GIRT, SEE GIRT
ELEVATIONS
L3x3x1/4 CONT
TO SUPPORT CLG STUDS
800S300-118 CONT,
SUPPORTED BY GIRT
BRACKET
CLOSURE PLATE
1' - 0"1' - 9"
BEAM, SEE PLAN
DECK, SEE PLAN
GIRT, SEE GIRT
ELEVATIONS
L3x3x1/4 CONT
TO SUPPORT CLG STUDS
800S300-118 CONT,
SUPPORTED BY GIRT
BRACKET
CLOSURE PLATE
B
1' - 9"
BEAM, SEE PLAN
HANGAR DOOR FRAMING
PER ARCH
DECK, SEE PLAN
GIRT, SEE GIRT
ELEVATIONS
L3x3x1/4 CONT
TO SUPPORT CLG STUDS
800S300-118 CONT,
SUPPORTED BY GIRT
BRACKET
CLOSURE PLATE
13.2
B4 S-436H
HANGER,
SEE SCHDULE
BEAM,
SEE PLAN, TYP
T/GRATING EL 154' - 1"
W-19-4 (1" X
3/16") GRATING
13.2
BEAM, SEE PLAN STANDARD BEAM
CONNECTION
PER S-012H, TYP
HANGER,
SEE SCHEDULE
W-19-4 (1" X
3/16") GRATING
T/GRATING EL 154' - 1"
1/
2"
1/ 2"
1 3/4" 3" 1 3/4"
3/8" PL
(2) 3/4"Ø A325-PT-STD BOLTS
3/8" GUSSET PL
HANGER, SEE
SCHEDULE SLOT
AT GUSSET
3/16 6 3/16 6
ROOF, SEE ARCH
BEAM, SEE PLAN
DECK,
SEE PLAN 1 1/2"
12"
A
STD BEAM
CONNECTION
BEAM PER PLAN
DECK,
SEE PLAN
BOS EL 166' - 8"
HANGAR DOOR TRACK
GUIDE BY DOOR MFG
L3x3x1/4 CONT
TO SUPPORT CLG STUDS
800S300-118 CONT,
SUPPORTED BY GIRT
BRACKET
CLOSURE PLATE
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
TU
LS
A D
IS
TR
IC
T
TU
LS
A, O
KL
AH
O M
A
B U
R N
S
M C
D O
N N
E
LL
W
AR
D P
A R
KW
AY
K
AN
SA
S
C
IT
Y, M
O
US Army Corps of Engineers Tulsa District
M
AR
K D
ES
C
R
IP
TI
O
N
SHEET
IDENTIFICATION
D
AT
E
AP
PR
S O
LI
C
IT
AT
IO
N
N O
FI
LE
N
AM
E:
D W
N B
Y:
C
KD
B
Y:
D
ES
IG
N
ED
B
Y:
D
AT
E:
FI
LE
N U
M
BE
R
S
IZ
E:
SB
M
T
BY
P
LO
T
SC
AL
E:
P
LO
T D
AT
E:
C O
N
TR
AC
T
N O
KC
-4
6A T
W O
-B
AY
D
EP
O T
M A I
N
TE
N A N
C E
H A
N G
AR
O
KL
AH
O
M A
C
IT
Y, O
KL
AH
O M
A
5 6
D
C
A
B
1 2 3 4
E
"X
C O
PY
R
IG
H
T
B
U R
N S
M cD O
N N
EL
L
EN
G
IN
EE
R
IN
G C
O M
PA
N
Y, IN
C
TI
N
KE
R
A
IR
FO
R
C E
BA
S E
PD
C
:W W
YK
FY
: 1
1:
D
C
A
B
E
5 61 2 3 4 IF SHEET IS LESS THAN 42 X 30
REDUCED PRINT - USE GRAPHIC SCALE
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FR
AM
IN
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IS
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W W
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0 5
S-
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W G
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IS
SCALE: 3/4" = 1'-0"D1 SECTION
SCALE: 3/4" = 1'-0"D2 SECTION
SCALE: 3/4" = 1'-0"C4 SECTION
SCALE: 3/4" = 1'-0"D5 SECTION
SCALE: 3/4" = 1'-0"B1 SECTION
SCALE: 3/4" = 1'-0"B2 SECTION
0 1' 2' 3'
0 1' 2' 3'
0 1' 2' 3'
0 1' 2' 3'
0 1' 2' 3'0 1' 2' 3'
SCALE: 3/4" = 1'-0"A1 SECTION
SCALE: 3/4" = 1'-0"A2 SECTION
SCALE: 3/4" = 1'-0"A4 SECTION
SCALE: 3/4" = 1'-0"B3 SECTION
SCALE: 1 1/2" = 1'-0"B4 DETAIL
0 1/2' 1' 1 1/2' SCALE: 1 1/2" = 1'-0"B6 DETAIL
0 1' 2' 3' 0 1/2' 1' 1 1/2'
0 1' 2' 3'0 1' 2' 3'0 1' 2' 3' SCALE: 3/4" = 1'-0"A5 SECTION
0 1' 2' 3'
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
RUNWAY BEAM, SEE S-700H (BID
OPTION: TELESCOPING PLATFORM
SYSTEM).
CEILING PER ARCH
DECK, SEE PLAN
BEAM,
SEE PLAN
HANGER,
SEE SCHEDULE
TRUSS, SEE
SCHEDULE, TYP
BOS EL 179' - 4"
F
BEAM, SEE PLAN, TYPDECK, SEE PLAN, TYP
CEILING PER ARCH, TYP
TRUSS, SEE SCHEDULE
BOS EL 179' - 4"
PLAN BRACE, SEE PLAN, TYP
BEAM CONNECTION PER C3/S-411H, TYP
BOS EL 179' - 4"
PLAN BRACE,
SEE PLAN, TYP
BEAM, SEE
PLAN, TYP
TRUSS, SEE
SCHEDULE, TYP
CEILING PER ARCH, TYP
BEAM, SEE PLAN, TYP
CEILING PER ARCH, TYP
DECK, SEE PLAN
BOS EL 179' - 4"
1212.2
T/GRATING EL 154' - 1"
GIRT, SEE GIRT
ELEVATIONS
COLUMN, SEE SCHEDULE, TYP
BEAM, SEE PLAN, TYP
3' - 5"
BEAM CONNECTION
SEE PLAN, TYP
L.6
TOS EL 122' - 0"
TOS EL 143' - 0"
CEILING SUPPORT,
SEE S-442H
600S200-68
@ 16" OC, FLG
BRIDGING AT 48" OC
3" GAP
TO CMU EL 112' - 0"
600S200-68
@ 16" OC, FLG
BRIDGING AT 48" OC
(2) 1/4" SCREW,
EACH LEG, 0.409"
DIA HEAD MIN1/4" BENT PLATE
3/16 3-12
3-12
HSS, SEE FILTER
WALL ELEVATION
(2) 1/4" SCREW,
EACH LEG, 0.409"
DIA HEAD MIN
1/4" BENT PLATE
3/16 3-12
3-12
HSS, SEE FILTER
WALL ELEVATION
600T200-68, (2) 1/4" SCREWS
INTO STUD FLANGE,
1/2" X 4 1/2" EMBEDMENT
HILTI HY 70 ANCHOR @ 32" OC
DOUBLE BOND BEAM,
2-#5 IN EACH COURSE
WALL,
SEE ARCH
BEAM, SEE PLAN
3" DECK
T/GRATING EL 154' - 1"
600S200-54
@ 16" OC
VRC, SEE S-443H
SLIP TRACK
1' - 2 3/8"
2' - 0"
1' - 0"
BOS EL 144' - 6"
9 1/2"9 1/2"
1' - 7"
1/
2"
1/ 2"1'
7"
2"
7 1/2"7 1/2"
2"
2"
1/ 2"
1/
2" 2"
PL 3/8"
(4) 1 1/4" DIA. A325-STD
ERECTION BOLTS.COLUMN, SEE
SCHEDULE
NOTE: ERECT BEAM AFER SUBSTANTIAL
DEAD LOAD HAS BEEN APPLIED TO
BUILDING. WELD PLATE TO COLUMN AFTER
BOLTING IS…
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