W912QR21R0024Plans-0004.pdf
PDF 13 MB Posted
- Attached to
- Construction of Target Structure at Ft. Knox Federal contract opportunity
- Solicitation number
- W912QR21R0024
About this file
This solicitation requests proposals for the construction of a training target structure at Fort Knox, Kentucky. The U.S. Army Corps of Engineers Louisville District will issue a request for proposal to construct an uninhabited training facility for specialized sustainment training. The facility will include cast in place or blast resistant friction transfer reinforced walls, roofs, and interior walls to support repetitive breaching training. Supporting utilities and site improvements are also required. The fixed price contract value is anticipated to be between $10-25 million with a period of performance of 720 calendar days from notice to proceed. Evaluation criteria include past performance, technical capability, small business participation, and price. Award will be made without discussions to the best value proposal using a tradeoff source selection method.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912QR21R0024Specs-0004.pdf | ||
| W912QR21R0024_Specs-0003.pdf | ||
| W912QR21R0024_Plans-0003.pdf | ||
| W912QR21R0024_Photos-0002.pdf | ||
| W912QR21R0024_Specs-0002.pdf | ||
| W912QR21R0024_Plans-0002.pdf | ||
| W912QR21R0024-0001.pdf | ||
| W912QR21R0024Specs-0000.pdf | ||
| W912QR21R0024Plans-0000.pdf |
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Text version
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LRL_Screen.dscriptLRL_pdf.pltcfg2:50:37 PM 3/25/2021
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LRL_Screen.dscriptLRL_pdf.pltcfg8:34:46 AM 3/24/2021
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(4) #5 CLOSED TIES @ 4" C/C (TYP)
(6) #5 CLOSED TIES
@ 4" C/C (TYP)
S106 S301
16'-11"
NOTE: DENOTES 1/4" STEEL PLATE BELOW SLAB ON CEILING FACE
1/4" STEEL PLATE
1/4" STEEL PLATE
1/4" STEEL PLATE
(TYP)
1/2" STEEL PLATE
(TYP)
1/4" STEEL
PLATE
(TYP)
1/2" STEEL
PLATE
3'-1"2'-6"
3'-5
" 3'-5
1 2
1 2
15'-5"
#3 @ 12" C/C
SINGLE LEG
STIRRUPS
#3 @ 12" C/C
SINGLE LEG
STIRRUPS
16'-11"
US Army Corps of Engineers ®
SHEET 5720 OF
SHEET ID
S-301
T H
I R
D
F
L O
A
M I N
G
D
E T
A I L
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
M C
P
M C
P
J J S
R S
W
F I
M
E
I S
S U
E
D
A T
E
C O
N T
R A
C T
N O
S O
L I C
I T
A T
I O
N
N
O
D R
A W
I N
G
C
O D
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
A P
P R
O
X
K
E N
T U
C K
Y
S O
F
T
R A
I N
I N
G
T
A R
G E
T
S
T R
U C
T U
R E
F
Y
P
L O
U I S
V I L
S
T R
I C
T
EQ.
2'-10"
1 2
E Q
1 2
T
Y P
E Q
E
Q
E Q
E
Q
E Q
E
Q
#4's @ 6" C/C
CLOSED TIES
(4) #5 CONT.
#4 @ 6" C/C
CLOSED TIES
(4) #5 CONT.
#5 @ 6" C/C
CLOSED TIES
(4) #5 CONT.
#5's @ 6" C/C
CLOSED TIES
(4) #5 CONT.
1/2" STEEL PLATE
1/2" STEEL PLATE
(B1 BEYOND)
(B2 BEYOND)
EQ.EQ.EQ.EQ.
2'-8
"2'-8
E Q
E
Q
E Q
T
Y P
2'-1"
EQ. EQ. EQ. EQ.
E Q
B1
C O
V E
R
V A
R I E
S
W I T
H
S L O
P E
1 2
2'-3
2'-8
1 4
2'-8
1 4
3'-8
1" STEEL EMBED PLATE
1" STEEL EMBED PLATE
NOTE: STEEL PANEL FRAMES AND ANCHORAGE NOT SHOWN FOR
CLARITY. SEE S-700 THROUGH S-702 FOR STEEL PANEL
CONNECTION FRAMING.
NOTE: 1. (9) #10 DIAGONALS AT B1 BEAM ENDS
2. B1 AND B2 LONGITUDINAL BARS TO DEVELOP BY STANDARD
HOOK DEVELOPMENT LENGTH.
3. SEE S-504 FOR CLOSED TIE CONFIGURATION.
4. (23) #9 DOWELS ON SIDE FACES AT EACH END TO DEVELOP
WITH STANDARD HOOKS INTO THE WALLS FOR TORSION AND
(23) #9 DOWELS ON TOP AND BOTTOM. (92 EA. END)
NOTE: 1. (6) #10 DIAGONALS AT B2 BEAM ENDS INTO WALLS.
2. B1 AND B2 LONGITUDINAL BARS TO DEVELOP
BY STANDARD HOOK DEVELOPMENT LENGTH.
3. SEE S-504 FOR CLOSED TIE CONFIGURATION.
4. (7) #9 DOWELS ON EACH END TO DEVELOP WITH STANDARD HOOKS
INTO THE WALLS FOR TORSION ON (4) FACES. (28 EA. END)
#10 DIAGONALS IN
B1 AND B2 DIMENSIONS
SCALE: 3/4" = 1'-0"
#10 DIAGONALS
V
A
R
I
E
S
T
Y
P
T
Y
P
1/16" PER FT
SLOPE
1/16" PER FT.
SLOPE
2"
(TYP)
3 8
V
A R
I E
S
W
I T
H
S
L O
P E
S
C
T I O
N
B
V
A R
I E
S
W
I T
H
S
L O
P E
S
C
T I O
N
B
C O
V E
R
V
A R
I E
S
W I T
H
S
L O
P E
CERTIFIED FINAL
R
#10 @ 4" C/C
DIAGONALS
#10 @ 4" C/C
DIAGONALS
#10 @ 4" C/C
DIAGONALS
W Q
R R
A M
E N
D M
E N
T
W
2Q R
R
-0
ROOF FRAMING DETAIL
CANTILEVER SECTION
THROUGH OPENING
SCALE: 3/4" = 1'-0"
A
S302 S302
CANTILEVER SECTION
THROUGH OPENING
SCALE: 3/4" = 1'-0"
B
S302 S302
S107 S302
A
S302 S302
B
S302 S302
16'-11"
12'-0"
#10 DIAGONALS @ 6" C/C
(SEE S-301 FOR RADIUS
AND DEVELOPMENT LENGTH)
#10 DIAGONALS @ 4" C/C
(2) LAYERS OF
#9 @ 3" C/C T&B
#5 @ 8" C/C T&B
#5 @ 8" C/C
T&B
(2) LAYERS OF
#8's @ 3" C/C T&B
#10's @ 4" C/C
MID-DEPTH
TENSION STEEL
#10's @ 4" C/C
MID-DEPTH
TENSION STEEL
2'-6" 12'-0"
2'-5
3'-1"
3'-1" 1'-8 1/2" 12'-0" 1'-8 1/2" 4'-0"
(2) LAYERS OF
#8 @ 3" C/C T&B
(2) LAYERS OF
#8 @ 3" C/C T&B
#5 @ 8" C/C T&B
#5 @ 8" C/C T&B
(2) #4 CLOSED TIES @ 4" C/C
(SEE SECTION C FOR REF.)
#10's @ 4" C/C
MID-DEPTH
TENSION STEEL
#10's @ 4" C/C
MID-DEPTH
TENSION STEEL
#10's DIAGONALS @ 4" C/C
#10's DIAGONALS @ 4" C/C
(SEE S-301 FOR RADIUS
AND DEVELOPMENT LENGTH)
NOTE: DENOTES 1/4" STEEL PLATE BELOW SLAB ON CEILING FACE
1/4" STEEL PLATE
1/4" STEEL PLATE
2'-5
US Army Corps of Engineers ®
SHEET 5721 OF
SHEET ID
S-302
R O
A
M I N
G
D
E T
A I L
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
M C
P
M C
P
J J S
R S
W
F I
M
E
I S
S U
E
D
A T
E
C O
N T
R A
C T
N O
S O
L I C
I T
A T
I O
N
N
O
D R
A W
I N
G
C
O D
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
A P
P R
O
X
K
E N
T U
C K
Y
S O
F
T
R A
I N
I N
G
T
A R
G E
T
S
T R
U C
T U
R E
F
Y
P
L O
U I S
V I L
S
T R
I C
T
1'-6"
1 2
1 2
2'-5
" 2'-5
1/2" STEEL PLATE
1/2" STEEL PLATE
#6 @ 6" C/C DIAGONALS
#6 @ 6" C/C
DIAGONALS
1 1/4" STEEL PLATE
1 1/4" STEEL PLATE
#4 CLOSED TIES
@ 4" C/C
(4) #5 CONT.
#4 CLOSED TIES
@ 4" C/C
(4) #5 CONT.
(4) #5 CONT.
#4 CLOSED TIES @ 4" C/C
(4) #5 CONT.
#4 CLOSED TIES
@ 4" C/C
1 1/4" STEEL EMBED PLATE
1 1/4" STEEL EMBED PLATE
#5 @ 8" C/C
E.W. E.F.
#3 @ 8" C/C
SINGLE LEG
STIRRUPS
TYP @ CORNERS
3 4
2'-7"
D
S302 S302
CANTILEVER SECTION
SCALE: 3/4" = 1'-0"
C
S302 S302
2'-8
3'-8
(4) #5 CLOSED TIES @ 4" C/C
IN CLOSEST LAYER TO EDGE
(SEE SECTION D FOR REF.)
1'-0"
3"
(TYP.)
1 2
T
Y P
(2) LAYERS OF
#8 @ 3" C/C T&B
(2) #4 CLOSED
TIES @ 4" C/C
6"
1'-6"
T Y
P
C L R
T Y
P
C L R
T Y
P
2'-4"
1 2
C
S302 S302
NOTE: STEEL PANEL FRAMES AND ANCHORAGE NOT SHOWN FOR
CLARITY. SEE S-700 THROUGH S-702 FOR STEEL PANEL
CONNECTION FRAMING.
(2) #4 CLOSED TIES @ 4" C/C
(SEE SECTION C FOR REF.)
CANTILEVER
SECTION AT EDGE
SCALE: 3/4" = 1'-0"
D
S302 S302
1'-0"
3"
(TYP.)
1 2
T
Y P
(2) LAYERS OF
#8 @ 3" C/C T&B
(4) #5 CLOSED
TIES @ 4" C/C
3"
T Y
P
(4) #5 CLOSED TIES @ 4" C/C
IN CLOSEST LAYER TO EDGE
(SEE SECTION D FOR REF.)
2" CLR.
(TYP)
#6 DIAGONALS ON
ROOF FLOOR PANEL
SCALE: 3/4" = 1'-0"
#6 DIAGONALS
T
Y
P
1/2" PER FT.
SLOPE
T
Y P
1/2" PER FT.
SLOPE
CERTIFIED FINAL
W Q
R R
A M
E N
D M
E N
T
W
2Q R
R
-0
US Army Corps of Engineers ®
SHEET 5727 OF
SHEET ID
S-308
S E
C T
I O
T
A I L S
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
M C
P
M C
P
J R
N
R S
W
F I
M
E
I S
S U
E
D
A T
E
C O
N T
R A
C T
N O
S O
L I C
I T
A T
I O
N
N
O
D R
A W
I N
G
C
O D
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
A P
P R
O
X
K
E N
T U
C K
Y
O
X
T
R A
I N
I N
G
T
A R
G E
T
S
T R
U C
T U
R E
F
Y
P
L O
U I S
V I L
S
T R
I C
T
S7 AND HALF WALL SECTION
SCALE: 3/4" = 1'-0"
A
S105 S308
2'-6"
1'-6" 4'-0"
2" CHAMFER
SEE S-500 FOR
WALL REINFORCEMENT
#7 DIAGONALS TYPICAL
DIMENSIONS
SCALE: 3/4" = 1'-0"
2'-10"
#7 DIAGONALS
#10 DIAGONALS
#10 DIAGONALS AT S7
DIMENSIONS
SCALE: 3/4" = 1'-0"
5'-6"
#10 @ 4" C/C DIAGONALS
AT S7 CONNECTION TO
WALLS
#7 @ 6" C/C DIAGONALS
#9 @ 6" C/C REINF.
E.F.
#5 @ 6" C/C
GRADE 60 REINF.
E.F.
#5 @ 6" C/C
GRADE 60 REINF.
E.F.
#3 @ 6" C/C
SINGLE LEG
STIRRUPS
#4 @ 6" C/C
SINGLE LEG
STIRRUPS
C
L R
3"
CLR.
5"
1/2"Ø x 0'-6"
STUD ANCHORS
@ 1'-0" C/C
1/2" x 7" CONT.
STEEL PLATE
1/2" x 1'-6" CONT.
STEEL PLATE
2"
CLR.
15'-0"
CONTINUOUS FOOTING FOR FUTURE WALL
SCALE: 3/4" = 1'-0"
B
S100 S308
S101
GRADE
CONTINUOUS FOOTING AND PERIMETER WALL
SCALE: 3/4" = 1'-0"
C
S100 S308
S101
#7 @ 6" C/C T&B
#6 @ 12" C/C
T&B
CAPILLARY WATER BARRIER
3 4
2'-2"
#4 @ 4" C/C
CLOSED
TIES
(4) #5
CONT.
11'-6"
#6 @ 12" C/C T&B
#6 @ 12" C/C
T&B
#7 @ 12" C/C E.F.
#5 @ 12" C/C
T&B
1'-0"
#7 @ 12" C/C
DIAGONALS
DOWELS TO MATCH
VERTICAL REINF.
CAPILLARY WATER BARRIER
2'-10"
#7 DIAGONALS AT
PERIMETER WALLS
3"
CLR.
1'-11"
#8 @ 4" C/C
MID-DEPTH
TENSION
STEEL
#9 @ 4" C/C
MID-DEPTH
TENSION
STEEL
#8 @ 4" C/C
MID-DEPTH
TENSION
STEEL
INTERIOR EXTERIOR
ROUGHENED JT.
(1/4" AMPLITUDE)
(TYP)
DEVELOP PRIMARY
VERTICAL REINF.
WITH LAP SPLICES
3 8
C
L R
C L R
1/16"
PER FT.
SLOPE
NOTE: 1. REINFORCEMENT AND COVER IDENTICAL ON FIRST AND
SECOND FLOOR.
2. ON ROOF LEVEL THE SLOPE WILL BE IN THE OPPOSITE
DIRECTION AND WITH 1/2"/FT. MAGNITUDE.
3. THE ROOF S7 SECTION WILL HAVE 2" COVER ON T&B AND
SLOPE THE ENTIRE SECTION INSTEAD OF THE COVER.
DEVELOP RIENF.
WITH LAP SPLICE
DEVELOPMENT
LENGTH
1/4
TYP
ROUGHENED JT.
(1/4" AMPLITUDE)
(TYP)
CERTIFIED FINAL
R
W Q
R R
A M
E N
D M
E N
T
W
2Q R
R
-0
EXTERIOR BLAST DOOR DETAIL
SCALE: 3/4" = 1'-0"
S101 S309
US Army Corps of Engineers ®
SHEET 5728 OF
SHEET ID
S-309
S E
C T
I O
T
A I L S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
M C
P
M C
P
J J S
R S
W
C O
N T
R A
C T
N O
S O
L I C
I T
A T
I O
N
N
O
D R
A W
I N
G
C
O D
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
A P
P R
O
X
K
E N
T U
C K
Y
S O
F
T
R A
I N
I N
G
T
A R
G E
T
S
T R
U C
T U
R E
F
Y
P
A
S309 S309
EXTERIOR BLAST DOOR ELEVATION
SCALE: 3/4" = 1'-0"
A
S309 S309
B
S309 S309
2'-6"
10"
3'-9
3'-10
3'-2"
EXTERIOR BLAST DOOR SECTION
SCALE: 3/4" = 1'-0"
B
S309 S309
#8 @ 6" C/C
HORIZONTAL
REINF. E.F.
#8 @ 6" C/C
VERTICAL
REINF. E.F.
#5 @ 6" C/C
SINGLE LEG
STIRRUPS
3/4" x 10" x 7'-0 5/8"
A36 STEEL PLATE
1/2" x 8 1/4" x 7'-0 5/8"
A36 STEEL PLATE
3 4
1'-9
TYP. #4 U-BAR
#4 U-BAR @ 12" C/C
1/2"Ø x 0'-8" ANCHOR
STUDS STAGGERED
@ 1'-0" C/C SPACING
SCALE: 1 1/2" = 1'-0"
NOTE: ROTATED 45 DEGREES
3'-2" 6"6"
10"
5 8
#5 @ 6" C/C
SINGLE LEG
STIRRUPS
#8 @ 6" C/C
HORIZONTAL
REINF. E.F.
7"
" 4
3 4
1 4
1 4
#8 @ 6" C/C
VERTICAL
REINF. E.F.
L6x6x1/2
STEEL ANGLE
(TYP. BOTH SIDES)
BLAST DOOR TO BE
PROVIDED BY
MANUFACTURER.
SEE NOTE 1.
NOTES:
1. BLAST DOOR TO BE PROVIDED BY COMPETENT MANUFACTURER TO
WITHSTAND TRIANGULAR BLAST LOADING OF 40.07 PSI AND 3.58 MS
DURATION. ANCHORAGE TO PLATES REQUIRED AND END BEARING
ASSUMED IN DESIGN.
L6x6x1/2
STEEL ANGLE
(TYP. ALL SIDES)
3/4" x 10" x 7'-0 5/8"
A36 STEEL PLATE
1/2"Ø x 0'-5"
@ 1'-0" C/C
ANCHOR STUDS
(TYP. U.N.O.)
1'-9
"8
L6x6x1/2
STEEL ANGLE
(TYP. ALL SIDES)
1/2"Ø x 0'-5"
@ 1'-0" C/C
ANCHOR STUDS
(TYP. U.N.O.)
1 4
3 8
1 2
1'-2"
#4 U-BAR @ 12" C/C
#8 @ 6" C/C
HORIZONTAL
REINF. E.F.
#8 @ 6" C/C
VERTICAL
REINF. E.F.
#5 @ 6" C/C
SINGLE- LEG
STIRRUPS
BLAST DOOR TO
BE PROVIDED BY
MANUFACTURER.
SEE NOTE 1.
M
Y
C
O R
E
N G
I N
E E
R S
L O
U I S
V I L
S
T R
I C
T
3"
CLR.
1 2
C L R
#9 @ 4" C/C
VERTICAL
MID-DEPTH
TENSION
STEEL
#8 @ 4" C/C
HORIZONTAL
MID-DEPTH
TENSION
STEEL
#8 @ 4" C/C
HORIZONTAL
MID-DEPTH
TENSION
STEEL
#9 @ 4" C/C
VERTICAL
MID-DEPTH
TENSION
STEEL
1/4
CERTIFIED FINAL
W Q
R R
A M
E N
D M
E N
T
W
2Q R
R
-0
SHEET 5729 OF
SHEET ID
S-310
F O
U N
D A
T I O
N
S
E C
T I O
T
A I L S
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
M C
P
M C
P
J J S
R S
W
F I
M
E
I S
S U
E
D
A T
E
C O
N T
R A
C T
N O
S O
L I C
I T
A T
I O
N
N
O
D R
A W
I N
G
C
O D
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
A P
P R
O
X
K
E N
T U
C K
Y
S O
F
T
R A
I N
I N
G
T
A R
G E
T
S
T R
U C
T U
R E
F
Y
P
L O
U I S
V I L
S
T R
I C
T
2'-6"
80'-0"
2'-6"
V
A R
I E
S
T
O
V
A R
I E
S
T
O
7'-6"
HORIZONTAL SECTION
SCALE: 3/4" = 1'-0"
A
S100 S310
#10 @ 4" C/C
DIAGONALS
(@ TYPICAL 30
INCH WALLS)
SEE SECTION A/S-500
FOR WALL
REINFORCEMENT
1'-0"
3'-0"
C
L R
T
Y P
#57
STONE FILL
Z-BAR
(TYP.)
2'-0"
5'-6"
2'-0"
#9 @ 6" C/C
E.W. E.F
#5 @ 6" C/C
SINGLE LEG
STIRRUPS
#10 @ 4" C/C
MID-DEPTH
TENSION STEEL
6" Ø PERFORATED
PIPE DRAIN
GUARD SHACK SECTION
SCALE: 3/4" = 1'-0"
C
S100 S310
8'-0"
8" 6'-8" 8"
8'-0"
MAT FOUNDATION
FOR GUARD SHACK
#7 VERTICAL REINF.
EVERY OTHER CELL
GROUTED
EVERY
OTHER
CELL
#6 @ 12" C/C
T&B
#6 @ 12" C/C
T&B
S101
5'-0"
4'-0"
TYP
#5 @ 6" C/C
CLOSED
TIES
(4) #5
CONT.
2'-5"
C L R
ROUGHENED JT.
(1/4" AMPLITUDE)
ROUGHENED JT.
(1/4" AMPLITUDE)
T
Y P
CERTIFIED FINAL
F.F.E.: *VARIES (459.5' @ LP)
W Q
R R
A M
E N
D M
E N
T
A M
E N
D M
E N
T
#9 @ 12" C/C
E.W. T&B
#5 @ 12" C/C
SINGLE LEG
STIRRUPS
#7 @ 12" C/C
E.W.
W
2Q R
R
-0
SHEET 5731 OF
SHEET ID
S-312
F O
U N
D A
T I O
N
S
E C
T I O
T
A I L S
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
M C
P
M C
P
J J S
R S
W
F I
M
E
I S
S U
E
D
A T
E
C O
N T
R A
C T
N O
S O
L I C
I T
A T
I O
N
N
O
D R
A W
I N
G
C
O D
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
A P
P R
O
X
K
E N
T U
C K
Y
S O
F
T
R A
I N
I N
G
T
A R
G E
T
S
T R
U C
T U
R E
F
Y
P
L O
U I S
V I L
S
T R
I C
T
VERTICAL SECTION
SCALE: 3/4" = 1'-0"
A
S312 S312
TUNNEL AND GRATE DETAIL
SCALE: 3/4" = 1'-0"
S100 S312
6" 3'-0" 6"
4'-0
1 2
A
S312 S313
A
S312 S312
10"
1 4
1 4
2'-2"
2'-0" 4'-0" 2'-0"
8'-0"
S
6"
1'-2" 1'-8" 1'-2"
T Y
P
#57
STONE
FILL
C L R
DOWELS TO MATCH
VERTICAL
REINFORCEMENT
0"
1/2" x 6" x 4'-0 1/2" A36
STEEL PLATE
L8x8x1/2
A36 STEEL
ANGLE
12" x 3 1/2" x 4'-0
1/2" A36 STEEL
PLATE
4" x 3/8"
GRATE
COVER
1/2"Ø x 6"
STUD
ANCHORS
STAGGERED
@ 6 " C/C
1/2"Ø x 6"
STUD
ANCHOR
@ 6" C/C
4'-0"
6"
1 1/4"Ø CROSS BARS
@ 4" C/C
#5 @12" C/C
U-BAR
2'-0"
1 2
#6 REINF. TO EXTEND
WITH DEVELOPMENT LENGTH
PAST THE TUNNEL OPENING
#7 @ 6" C/C
E.W E.F. (TYP)
(SEE S-513 FOR
EXTENTS)
#8 @ 4" C/C
E.W T&B
(SEE S-313
FOR EXTENTS)
1/4
TYP
4'-0"
1/2" EXP JT.
AROUND THE
PERIMETER
OF THE TUNNEL
WALLS
1/2" EXP JT.
ROUGHENED JT.
(1/4" AMPLITUDE)
(TYP)
1/16" PER FT
SLOPE
(FFE ON MAT)
1/16"
PER FT.
SLOPE
1/16"
PER FT.
SLOPE
PEAK
B5 BEAM
(BELOW)
#5 @ 4" C/C
SINGLE LEG
STIRRUPS
#6 @ 6" C/C
MID-DEPTH
TENSION STEEL
(NOTE THESE SHALL
STOP BELOW BEAM
B5 FOR ALL SIDES)
B
S312S312
TUNNEL OPENING SECTION
SCALE: 3/4" = 1'-0"
B
S312 S312
4'-0"
2'-0" 4'-0" 2'-0"
8'-0"
#5 @ 6" C/C
SINGLE LEG
STIRRUPS
(TYP)
#5 @ 6" C/C
CLOSED TIES
(TYP)
1'-6
#7 @ 4" C/C
DIAGONALS
(4) CONT. #7
(TYP @ CORNERS)
#6 @ 6" C/C
MID-DEPTH
TENSION
STEEL
(STOPS BELOW
BEAM B5)
#7 @ 6" C/C
E.W E.F. (TYP)
CERTIFIED FINAL
W Q
R R
A M
E N
D M
E N
T
W
2Q R
R
-0
SHEET 5732 OF
SHEET ID
S-313
F O
U N
D A
T I O
N
S
E C
T I O
T
A I L S
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
M C
P
M C
P
J J S
R S
W
F I
M
E
I S
S U
E
D
A T
E
C O
N T
R A
C T
N O
S O
L I C
I T
A T
I O
N
N
O
D R
A W
I N
G
C
O D
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
A P
P R
O
X
K
E N
T U
C K
Y
S O
F
T
R A
I N
I N
G
T
A R
G E
T
S
T R
U C
T U
R E
F
Y
P
L O
U I S
V I L
S
T R
I C
T
2'-6"
V
A R
I E
S
T
O
VERTICAL TUNNEL SECTION
SCALE: 3/4" = 1'-0"
A
S312 S313
#57
STONE
FILL
6" Ø PERFORATED
PIPE DRAIN
5'-0"
#57
STONE
FILL
#6 @ 12" C/C
E.W E.F.
#6 @ 12" C/C
E.W T&B
DOWELS TO MATCH
VERTICAL REINFORCEMENT
1/2" x 6" x 4'-0 1/2" A36
STEEL PLATE
TUNNEL SIDE WALL
2'-7
4'-0"
6"
3'-0"
L8x8x1/2
A36 STEEL
ANGLE
12" x 3 1/2" x 4'-0
1/2" A36 STEEL
PLATE
4" x 3/8"
GRATE
COVER
2"
2'-0"
#8 @ 12" C/C
E.W T&B
#7 @ 6" C/C
E.W E.F. (TYP)
6"
MIN.
7"
1 2
1"Ø EMBEDDED
STEEL RUNG
1 2
T Y
P
1/2"Ø x 6"
STUD
ANCHORS
STAGGERED
@ 6 " C/C
1/2"Ø x 6"
@ 1'-0" C/C
STUD ANCHOR
ROUGHENED JT.
(1/4" AMPLITUDE)
(TYP)
2'-0"
1/2" EXP JT.
AROUND
TUNNEL
WALLS
C L R
V
A R
I E
S
T
O
C L R
S
1/4
TYP
4'-0"
REINF. TRANSITION LINE
13'-8"
LAP SPLICE
DEVELOPMENT LENGTH
#7 @ 6" C/C
E.W E.F.
#5 @ 6" C/C
SINGLE LEG
STIRRUPS
#6 @ 12" C/C
E.W T&B
#5 @ 6" C/C
SINGLE LEG
STIRRUPS
(TYP)
#8 @ 4" C/C
E.W T&B
LAP SPLICE
DEVELOPMENT LENGTH
LAP SPLICE
DEVELOPMENT LENGTH
#5 @ 4" C/C
SINGLE LEG
STIRRUPS
LAP SPLICE
DEVELOPMENT LENGTH
#6 @ 6" C/C
MID-DEPTH
TENSION STEEL
(NOTE THESE SHALL
STOP BELOW BEAM
B5 FOR ALL SIDES)
B5
(5) #7 T&B
(2) #5 CLOSED
TIES @ 6" C/C
NOTE: 1. (6) #9 DIAGONALS T&B OF B5 WITH TENSION DEVELOPMENT.
2. DEVELOP B5 PRIMARY REINF. WITH STANDARD HOOK DEVELOPMENT.
3. REINF. TO THE RIGHT OF THE TRANSITION LINE CONTINUES TO HEADWALL.
4. SEE CIVIL DRAWINGS FOR OPTION 004 TUNNEL LENGTH.
1% SLOPE
SEE CIVIL
DRAWINGS
CERTIFIED FINAL
W Q
R R
A M
E N
D M
E N
T
W
2Q R
R
-0
VERTICAL SECTION
SCALE: 3/4" = 1'-0"
B
S101 S500
V
A R
I E
S
S
T
E
1'-6"
V
A R
I E
S
S
T
E
V
A R
I E
S
S
T
E
1'-6"
#5 @ 6" C/C
SINGLE LEG
STIRRUPS
DOWELS TO MATCH
VERTICAL REINF.
#8's @ 8" C/C
DIAGONALS
(TYP)
#9's @ 6" C/C
MID-DEPTH TENSION
STEEL (TYP)
NOTE: WALL DIRECTLY
ABOVE HAS SAME
REINF. SCHEME
VERTICAL SECTION
SCALE: 3/4" = 1'-0"
A
S101 S500
V
A R
I E
S
S
T
E
2'-6"
V
A R
I E
S
S
T
E
V
A R
I E
S
S
T
E
2'-6"
#5 SINGLE LEG
STIRRUPS @ 6" C/C.
#8 GRADE 60 REINF.
@ 6" C/C E.F.
DOWELS TO MATCH
VERTICAL REINF.
#10's @ 4" C/C
DIAGONALS
(TYP)
#9's @ 4" C/C
MID-DEPTH TENSION
STEEL (TYP)
NOTE: WALL DIRECTLY
ABOVE HAS SAME
REINF. SCHEME
S1 SLAB SECTION
SCALE: 1" = 1'-0"
V
A R
I E
S
S
T
E
#9 GRADE 60 REINF.
@ 8" C/C E.F.
#4 SINGLE LEG STIRRUPS @ 4" C/C.
#9 GRADE 60 REINF. @ 6" C/C. E.F.
IN DIRECTION OF SPANNING
*NOTE: SEE PLAN VIEW
FOR LOCATIONS
OF 1/2" STEEL PLATE
*NOTE: SEE PLAN VIEW FOR LOCATIONS
OF 1/2" STEEL PLATE
#8's @ 6" C/C
GRADE 60 REINF.
#8's @ 4" C/C
HORIZONTAL
MID-DEPTH
TENSION STEEL
#9 GRADE 60 REINF.
@ 6" C/C E.F.
#8's @ 6" C/C
GRADE 60 REINF.
#9's @ 4" C/C MID-DEPTH
TENSION STEEL
#9's @ 4" C/C MID-DEPTH
TENSION STEEL
NOTE: 1. #9's @ 4" C/C DIAGONALS AT WALL INTERSECTIONS
NOT SHOWN FOR CLARITY.
2. SLAB THICKNESS VARIES WITH SLOPE. SEE PLAN SHEETS.
#8's @ 6" C/C
HORIZONTAL
MID-DEPTH
TENSION STEEL
TYPICAL #10 DIAGONALS AT
VERTICAL SECTION A WALLS
SCALE: 3/4" = 1'-0"
4'-2"
US Army Corps of Engineers ®
SHEET 5735 OF
SHEET ID
S-500
T Y
P I C
A L
S
E C
T I O
T
A I L S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
M C
P
M C
P
J J S
R S
W
C O
N T
R A
C T
N O
S O
L I C
I T
A T
I O
N
N
O
D R
A W
I N
G
C
O D
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
A P
P R
O
X
K
E N
T U
C K
Y
S O
F
T
R A
I N
I N
G
T
A R
G E
T
S
T R
U C
T U
R E
F
Y
P
NOTE: 1. HOOK ORIENTATION IS CONTRACTOR'S CHOICE
. 2. DOWELS ON ONE FACE ARE LONGER THAN DOWELS
ON OPPOSITE FACE BY ACI SPLICE LENGTH TO
ACHIEVE STAGGERED PATTERN.
3. #9 @ 6" C/C HORIZONTAL DIAGONALS TO BE USED AT
WALL INTERSECTION CORNERS.
4. SLAB THICKNESS VARIES WITH SLOPE. SEE PLAN SHEETS.
NOTE: 1. HOOK ORIENTATION IS CONTRACTOR'S CHOICE
. 2. DOWELS ON ONE FACE ARE LONGER THAN DOWELS ON
OPPOSITE FACE BY ACI SPLICE LENGTH TO ACHIEVE
STAGGERED PATTERN.
3. SLAB THICKNESS VARIES WITH SLOPE. SEE PLAN SHEETS.
M
Y
C
O R
E
N G
I N
E E
R S
L O
U I S
V I L
S
T R
I C
T
#4 @ 4" C/C
CLOSED TIES
#5 @ 4" C/C
CLOSED TIES
(4) #5 CONT.
(4) #5 CONT.
#5 @ 6" C/C
CLOSED TIES
(4) #5 CONT.
#5 @ 6" C/C
CLOSED TIES
(4) #5 CONT.
C L R
TYPICAL SLAB THICKNESS TRANSITION
SCALE: 1" = 1'-0"
3'-4
3'-4
V
A R
I E
S
S
T
E
V
A R
I E
S
S
T
E
#9 Z-BAR
@4" C/C
1 2
C L R
1/2"Ø x 0'-6" STUD ANCHORS
STAGGERED @ 0-8" C/C
BETWEEN HORIZONTAL
AND VERTICAL STUD
CONT. #9 BETWEEN ANCHORS
NOTE: 1. SLAB REINFORCEMENT NOT SHOWN FOR CLARITY
2. SLAB THICKNESS VARIES WITH SLOPE. SEE PLAN SHEETS.
TOP OF SLAB
3"
CLR.
2"
CLR.
2'-5"
1'-5"
1'-5"
2'-2"
3 4
DEVELOP PRIMARY
VERTICAL REINF.
WITH LAP SPLICES
DEVELOP PRIMARY
VERTICAL REINF.
WITH LAP SPLICES
ROUGHENED JT.
(1/4" AMPLITUDE)
(TYP)
ROUGHENED JT.
(1/4" AMPLITUDE)
(TYP)
V
A R
I E
S
T
O
W I T
H
S
L O
P E
TYPICAL WEEPHOLE SECTION
SCALE: 3/4" = 1'-0"
7"x7"
OPENING
THROUGH
WALLS
ADDITIONAL
HORIZ. BAR
EQUIV. TO
AREA OF STEEL
DISCPLACED
BY OPENING
ADDITIONAL VERT.
BAR EQUIVALENT TO
1/2 OF AREA OF STEEL
DISPLACED ON EACH
SIDE OF OPENING
NOTE: ADDITIONAL HORIZONTAL BAR SHALL
EXTEND PAST THE OPENING WITH
TENSION DEVELOPMENT LENGTH.
CERTIFIED FINAL
R4
W Q
R R
A M
E N
D M
E N
T
W
2Q R
R
-0
P2 SECTION
NOTE: 1. SHOWN FROM 1ST FLOOR CONDITION SIMILAR FOR 2ND AND
3RD FLOOR.
2. MID-DEPTH TENSION STEEL NOT SHOWN FOR CLARITY.
3. SLAB THICKNESS VARIES WITH SLOPE. SEE PLAN SHEETS.
(10) #9 GRADE 60 REINF.
@ EQ SPACING (E.F.)
(2) LAYERS OF (5) E.F.
(3) #5 CLOSED STIRRUPS
@ 4"C/C
#8 VERTICAL REINF.
#3 SINGLE LEG STIRRUPS
@ 1'-0" C/C
(7) #10 DIAGONAL REINF.
T&B
V
A R
I E
S
S
T
E
(3) #5 CLOSED STIRRUPS
@ 4" C/C
#3 SINGLE LEG STIRRUPS
@ 1'-0" C/C
(10) #9 VERTICAL REINF. E.F.
#8 VERTICAL REINF.
P2 SECTION
SCALE: 3/4" = 1'-0"
SEE PLAN SHEETS
FOR LOCATIONS OF
STEEL PLATE
SEE PLAN SHEETS FOR
LOCATIONS OF STEEL PLATE
DOWELS TO MATCH
VERTICAL REINF.
T
O
V
A R
I E
S
S
T
E
A
S502 S502
TYPICAL #10 DIAGONALS AT P2 TOP
SCALE: 3/4" = 1'-0"
TYPICAL #10 DIAGONALS AT P2 BOTTOM
SCALE: 3/4" = 1'-0"
0"
VERTICAL SECTION
SCALE: 3/4" = 1'-0"
B
S502 S502
3'-0"
3'-0"
(7) #10 DIAGONALS (BOTT)
(7) #10 DIAGONALS (TOP)
NOTE: VIEW ROTATED 90 DEGREES FOR CLARITY
NOTE: VIEW ROTATED 90 DEGREES FOR CLARITY
US Army Corps of Engineers ®
SHEET 5737 OF
SHEET ID
S-502
T Y
P I C
C
T I O
T
A I L
S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
M C
P
M C
P
J J S
R S
W
C O
N T
R A
C T
N O
S O
L I C
I T
A T
I O
N
N
O
D R
A W
I N
G
C
O D
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
A P
P R
O
X
K
E N
T U
C K
Y
S O
F
T
R A
I N
I N
G
T
A R
G E
T
S
T R
U C
T U
R E
F
Y
P
#8 @ 4" C/C
HORIZ. MID-DEPTH
TENSION STEEL
#10 @ 4" C/C
VERTICAL
MID-DEPTH
TENSION STEEL
1 2
T
Y P
M
Y
C
O R
E
N G
I N
E E
R S
L O
U I S
V I L
S
T R
I C
T
#5 @ 4" C/C
CLOSED TIES
(4) #5 CONT.
#5 @ 4" C/C
CLOSED TIES
(4) #5 CONT.
(7) #10 DIAGONAL REINF.
T&B
(7) #10 DIAGONAL REINF.
T&B
C L
R
P2 STIRRUPS
SCALE: 3/4" = 1'-0"
NOTE: VIEW ROTATED 90 DEGREES FOR CLARITY
2 2
2 2
B
S502 S502
4'-2"
4'-2"
VERTICAL SECTION
SCALE: 3/4" = 1'-0"
A
S502 S502
NOTE: VIEW ROTATED 90 DEGREES FOR CLARITY
3'-0"
2'-3
1 4
2'-3
SEE PLAN SHEETS FOR
LOCATIONS OF OPENINGS
ABUTTING PILASTERS
ROUGHENED JT.
(1/4" AMPLITUDE)
(TYP)
DEVELOP PRIMARY
VERTICAL REINF.
WITH LAP SPLICES
CERTIFIED FINAL
W Q
R R
A M
E N
D M
E N
T
W
2Q R
R
-0
P3 SECTION
P3 DETAIL
SCALE: 3/4" = 1'-0"
2'-6"
V
A R
I E
S
S
T
E
3'-10"
V
A R
I E
S
S
T
E
NOTE: 1. SHOWN FROM 1ST FLOOR CONDITION SIMILAR FOR 2ND AND 3RD FLOOR.
2. PLATE ATTACHMENT NOT SHOWN FOR CLARITY, SEE PLAN VIEWS FOR
LOCATION.
3. MID-DEPTH TENSION STEEL NOT SHOWN FOR CLARITY.
4. SLAB THICKNESS VARIES WITH SLOPE. SEE PLAN SHEETS.
3'-10"
(18) #11 DIAGONALS
BUNDLED
T & B
(2) LAYERS OF (5)
#9 BARS E.F.
(3) #8's SKIN REINFORCMENT
(3) #8's SKIN
REINFORCMENT
E.F.
(2) LAYERS OF (5) #9 BARS
E.F.
#3 @ 16" C/C
SINGLE LEG STIRRUP
(5) CLOSED
#5 TIES
@ 4" C/C
(5) CLOSED #5 TIES
@4" C/C
SEE PLAN SHEETS FOR
LOCATION OF STEEL PLATES
SEE SECTION A/S-504
FOR DOWEL REINF.
#8 VERTICAL REINF.
EXTERIOR FACE
INTERIOR FACE
1/2" STEEL PLATE
EXTERIOR FACE
3'-10"
TYPICAL #11 DIAGONALS AT P3 TOP
SCALE: 3/4" = 1'-0"
4'-8"
TYPICAL #11 DIAGONALS AT P3 BOTTOM
SCALE: 3/4" = 1'-0"
4'-8"
A
S503 S503
VERTICAL SECTION
SCALE: 3/4" = 1'-0"
A
S503 S503
B
S503 S503
A
S503 S504
1 2
T
Y P
VERTICAL SECTION
SCALE: 3/4" = 1'-0"
B
S503 S503
3'-10"
1 2
T
Y P
B
S503 S504
(18) BUNDLED #11
DIAGONALS (TOP)
(18) BUNDLED #11
DIAGONALS (BOTT)
TYP"
3" CLR.
TYP.
C
L R
US Army Corps of Engineers ®
SHEET 5738 OF
SHEET ID
S-503
T Y
P I C
A L
S
E C
T I O
T
A I L S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
M C
P
M C
P
J J S
R S
W
C O
N T
R A
C T
N O
S O
L I C
I T
A T
I O
N
N
O
D R
A W
I N
G
C
O D
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
A P
P R
O
X
K
E N
T U
C K
Y
S O
F
T
R A
I N
I N
G
T
A R
G E
T
S
T R
U C
T U
R E
F
Y
P
1 2
T
Y P
#8 @ 4" C/C
VERTICAL
MID-DEPTH
TENSION STEEL
#8 @ 4" C/C
HORIZ.
MID-DEPTH
TENSION
STEEL CONT.
THROUGH
PILASTERS
M
Y
C
O R
E
N G
I N
E E
R S
L O
U I S
V I L
S
T R
I C
T
#5 @ 4" C/C
CLOSED TIES
(4) #5 CONT.
#5 @ 4" C/C
CLOSED TIES
(4) #5 CONT.
3'-7
2'-3
1 4
SEE PLAN
SHEETS FOR
LOCATIONS
OF OPENINGS
ABUTTING
PILASTERS
NOTE: P3 BOTTOM DIMENSIONS WILL MATCH P3
TOP ABOVE THE FIRST FLOOR.
DEVELOP PRIMARY
VERTICAL REINF.
WITH LAP SPLICES
ROUGHENED JT.
(1/4" AMPLITUDE)
(TYP)
CERTIFIED FINAL
W Q
R R
A M
E N
D M
E N
T
W
2Q R
R
-0
(3) CLOSED #5
TIES @4" C/C
(6) #8 BARS
T&B
#8 BAR E.F.
B3 SECTION
SCALE: 1" = 1'-0"
VERTICAL SECTION
SCALE: 3/4" = 1'-0"
A
S503 S504
VERTICAL SECTION
SCALE: 3/4" = 1'-0"
B
S503 S504
(18) BUNDLED
#11 DIAGONALS
(18) BUNDLED #11
DIAGONALS (BOTT)
3'-10"
1 2
T
Y P
3'-10"
1 2
T
Y P
TYPICAL P3 CLOSED TIES DETAIL
SCALE: 3/4" = 1'-0"
1 2
3 3
(16) #9 DOWELS ON EXTERNAL
AND INTERNAL FACE OF P3
PILASTER AT BOTTOM OF PILASTER.
(8) #9 DOWELS ON SIDE FACES
(8) #9 DOWELS ON EXTERNAL
AND INTERNAL FACE OF P3
PILASTER AT TOP OF PILASTER.
#8 @ 4" C/C
VERTICAL
MID-DEPTH
TENSION STEEL
#8 @ 4" C/C HORIZ.
MID-DEPTH TENSION
STEEL CONT. THROUGH
PILASTERS
US Army Corps of Engineers ®
SHEET 5739 OF
SHEET ID
S-504
T Y
P I C
A L
S
E C
T I O
T
A I L S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
M C
P
M C
P
J J S
R S
W
C O
N T
R A
C T
N O
S O
L I C
I T
A T
I O
N
N
O
D R
A W
I N
G
C
O D
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
A P
P R
O
X
K
E N
T U
C K
Y
S O
F
T
R A
I N
I N
G
T
A R
G E
T
S
T R
U C
T U
R E
F
Y
P
M
Y
C
O R
E
N G
I N
E E
R S
L O
U I S
V I L
S
T R
I C
T
(8) #9 DOWELS ON
SIDE FACES
S8 HORIZONTAL SECTION
SCALE: 3/4" = 1'-0"
NOTE: 1. SEE S-500 FOR DIAGONAL REINFORCEMENT.
2. CORNER TIES TO MATCH S-500 WALL SECTION.
3. TENSION REINFORCEMENT TO DEVELOP WITH STANDARD
HOOK DEVELOPMENT LENGTH INTO WALL COMPONENTS.
4. SLAB THICKNESS VARIES WITH SLOPE. SEE PLAN SHEETS.
#6's @ 6" C/C
T&B
C L R
#8's @ 6" C/C E.F.
IN DIRECTION OF
SHORTEST SPAN
#8's @ 4" C/C
MID-DEPTH
TENSION STEEL
#10's @ 4" C/C
MID-DEPTH
TENSION STEEL
V
A R
I E
S
S
T
E
#5's @ 6" C/C
SINGLE LEG
STIRRUPS
NOTE: 1. SEE S-105 THROUGH S-107 FOR LOCATIONS OF B3.
2. (4) #9 DIAGONALS T&B ON B3 ENDS.
3. (6) #9 DOWELS TO EXTEND PAST CRITICAL SECTION ON (4)
SIDES AT EACH END. (48 TOTAL IN B3)
NOTE: KEYNOTES 1-3 ABOVE ARE LAYERS OF CLOSED TIES.
ALL TIES IN LAYER 2 ARE IN THE SAME PLANE AND
ALL TIES IN LAYER 3 ARE IN THE SAME PLANE.
SEQUENTIAL LAYERS ARE TO BE PLACED IN
CONTACT WITH ONE ANOTHER.
TYPICAL B1 CLOSED TIES
SCALE: 3/4" = 1'-0"
NOTE: KEYNOTES 1-4 ABOVE ARE LAYERS OF CLOSED TIES.
ALL TIES IN LAYER 2 ARE IN THE SAME PLANE AND
ALL TIES IN LAYER 4 ARE IN THE SAME PLANE.
SEQUENTIAL LAYERS ARE TO BE PLACED IN
CONTACT WITH ONE ANOTHER.
1 1
2 3
4 4
TYPICAL B2 CLOSED TIES
SCALE: 3/4" = 1'-0"
NOTE: KEYNOTES 1-3 ABOVE ARE LAYERS OF CLOSED TIES.
ALL TIES IN LAYER 2 ARE IN THE SAME PLANE.
SEQUENTIAL LAYERS ARE TO BE PLACED IN
CONTACT WITH ONE ANOTHER.
2 2 2 2
3 3
SEE S-500
FOR S1 REINF.
3" CLR. ON SIDES
1'-6"
SEE S-308
FOR HALFWALL
REINF.
C
L R
T
B
1/16"
PER FT.
SLOPE
B4 BEAM
3'-3"
1"
TYPICAL B4 BEAM
SCALE: 3/4" = 1'-0"
NOTE: 1. HORIZONTAL DIAGONALS NOT SHOWN FOR
CLARITY (SEE S-706).
2. SEE S-706 FOR WELDS.
(3) #5 CLOSED TIES
@ 4" C/C GRADE
60 REINF.
#5 CLOSED TIE
@ 4" C/C
(4) CONT. #5
(5) #9 T&B
(3) #9 SIDE
FACES
3'-4" x 8" x 1/2"
A36 STEEL PLATE
3'-4" x 2'-6" x 1/2"
EMBED PLATE
CERTIFIED FINAL
W Q
R R
A M
E N
D M
E N
T
W
2Q R
R
-0
P4 SECTION
P4 DETAIL
SCALE: 3/4" = 1'-0"
2'-6"
V
A R
I E
S
S
T
E
3'-4"
V
A R
I E
S
S
T
E
NOTE: 1. SHOWN FROM 1ST FLOOR CONDITION SIMILAR FOR 2ND AND
3RD FLOOR.
2. PLATE ATTACHMENT NOT SHOWN FOR CLARITY, SEE
PLAN VIEWS FOR LOCATION.
3. MID-DEPTH TENSION STEEL NOT SHOWN FOR CLARITY.
4. SLAB THICKNESS VARIES WITH SLOPE. SEE PLAN SHEETS.
3'-0"
(10) BUNDLED
#11 DIAGONALS
T & B
(2) LAYERS OF (5)
#9 BARS E.F.
(3) #9's SKIN
REINFORCMENT
(3) #9's SKIN
REINFORCMENT
E.F.
(2) LAYERS OF (4) #9 BARS
E.F.
#3 @ 16" C/C
SINGLE LEG STIRRUP
(4) CLOSED
#5 TIES
@ 4" C/C
(4) CLOSED #5 TIES
@4" C/C
SEE PLAN
SHEETS FOR
LOCATION OF
STEEL PLATES
SEE SECTION A/S-504
FOR DOWEL REINF.
EXTERIOR FACE
INTERIOR FACE
1/2" STEEL PLATE
EXTERIOR FACE
3'-0"
TYPICAL #11 DIAGONALS AT P4 TOP
SCALE: 3/4" = 1'-0"
4'-8"
TYPICAL #11 DIAGONALS AT P4 BOTTOM
SCALE: 3/4" = 1'-0"
4'-8"
A
S505 S505
VERTICAL SECTION
SCALE: 3/4" = 1'-0"
A
S505 S505
B
S505 S505
A
S505 S506
1 2
T
Y P
VERTICAL SECTION
SCALE: 3/4" = 1'-0"
B
S505 S505
3'-0"
1 2
T
Y P
B
S505 S506
(10) BUNDLED
#11 DIAGONALS
(TOP)
(10) BUNDLED
#11 DIAGONALS
(BOTT)
TYP"
3" CLR.
TYP.
C
L R
US Army Corps of Engineers ®
SHEET 5740 OF
SHEET ID
S-505
T Y
P I C
A L
S
E C
T I O
T
A I L S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
M C
P
M C
P
J J S
R S
W
C O
N T
R A
C T
N O
S O
L I C
I T
A T
I O
N
N
O
D R
A W
I N
G
C
O D
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
A P
P R
O
X
K
E N
T U
C K
Y
S O
F
T
R A
I N
I N
G
T
A R
G E
T
S
T R
U C
T U
R E
F
Y
P
1 2
T
Y P
#8 @ 4" C/C
VERTICAL
MID-DEPTH
TENSION STEEL
#8 @ 4" C/C
HORIZ.
MID-DEPTH
TENSION
STEEL CONT.
THROUGH
PILASTERS
M
Y
C
O R
E
N G
I N
E E
R S
L O
U I S
V I L
S
T R
I C
T
#5 @ 4" C/C
CLOSED TIES
(4) #5 CONT.
#5 @ 4" C/C
CLOSED TIES
(4) #5 CONT.
2" CHAMFER
2'-4
1 4
2'-11
SEE PLAN
SHEETS FOR
LOCATIONS
OF OPENINGS
ABUTTING
PILASTERS
DEVELOP PRIMARY
VERTICAL REINF.
WITH LAP SPLICES
ROUGHENED JT.
(1/4" AMPLITUDE)
(TYP)
#11 DIAGONALS
#11 DIAGONALS
CERTIFIED FINAL
W Q
R R
A M
E N
D M
E N
T
W
2Q R
R
-0
VERTICAL SECTION
A
S505 S506
VERTICAL SECTION
SCALE: 3/4" = 1'-0"
B
S505 S506
(10) BUNDLED
#11 DIAGONALS
(TOP)
(10) BUNDLED
#11 DIAGONALS
(BOTT)
3'-0"
1 2
T
Y P
3'-0"
1 2
T
Y P
TYPICAL P4 STIRRUPS DETAIL
SCALE: 3/4" = 1'-0"
3 3
(13) #10 DOWELS ON
EXTERNAL AND
INTERNAL FACE OF P4
PILASTER AT BOTTOM
OF PILASTER.
(6) #10 DOWELS ON EXTERNAL
AND INTERNAL FACE OF P4
PILASTER AT TOP OF PILASTER.
#8 @ 4" C/C
VERTICAL
MID-DEPTH
TENSION STEEL
#8 @ 4" C/C HORIZ.
MID-DEPTH TENSION
STEEL CONT. THROUGH
PILASTERS
US Army Corps of Engineers ®
SHEET 5741 OF
SHEET ID
S-506
T Y
P I C
A L
S
E C
T I O
T
A I L S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
M C
P
M C
P
J J S
R S
W
C O
N T
R A
C T
N O
S O
L I C
I T
A T
I O
N
N
O
D R
A W
I N
G
C
O D
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
A P
P R
O
X
K
E N
T U
C K
Y
S O
F
T
R A
I N
I N
G
T
A R
G E
T
S
T R
U C
T U
R E
F
Y
P
M
Y
C
O R
E
N G
I N
E E
R S
L O
U I S
V I L
S
T R
I C
T
(4) #10 DOWELS
ON SIDE FACES
(6) #10 DOWELS
ON SIDE FACES
TYPICAL GUARD SHACK FRAME ELEVATION
SCALE: 3/4" = 1'-0"
3 8
3'-3"
1 2
7 8
NOTE: 1. SEE S-101 FOR FRAME LOCATIONS.
2. COMPLETE JOINT PENETRATION WELDS
AT C10 INTERSECTIONS.
C10x15.3
(TYP)
1/2" A36
EMBED PLATE
1/2"Øx0'-6"
HEADED
STUDS
F.F.E.
OF MAT
1/2"x1'-6"x3'-4"
A36 STEEL
EMBED PLATE
C10x15.3
1/2"Øx0'-6"
HEADED
STUDS
3'-3"
4" 4"8" 8" 8" 8"
3'-4"
C
S506 S506
VERTICAL SECTION
SCALE: 3/4" = 1'-0"
C
S506 S506
1/4
WELDED
DIRECTLY
TO EMBED P
L
OUTSIDE EDGE
WILL NOT BE
WELDED
V
A R
I E
S
T
O
W
I T
H
S L A
B
T
H I C
K N
E S
S
*VARIES* (SEE PLAN SHEETS)
L5x5x7/8
(OPTION 001)
1/2" STEEL EMBED PLATE
SEE S-511 FOR DIMENSIONS
AND STUD CONFIG.
TYPICAL INT PANEL
ISOMETRIC ELEVATION
SCALE: 3/4" = 1'-0"
EVERY OTHER CELL FULLY
GROUTED WITH #8 REINF.
(OPTION 001)
8" CMU
INT. PANEL
(OPTION 001)
NOTE 1. IDENTICAL FRAME CONFIGURATION ON EACH FACE OF PANEL.
2. IN LOCATIONS WHERE INTERIOR PANELS INTERSECT TO FORM A
CORNER ALL SPACING CONSTRAINTS ABOVE APPLY WITH TOP
AND BOTTOM L5x5 STOPPED 1 INCH BEFORE INTERIOR 90
DEGREE BEND TO GIVE CLEARANCE.
3. USE BOND BEAM OVER DOOR OPENINGS, WITH #5 HORIZONTAL
REINF. IN LINTEL BLOCKS.
(TYP)
(TYP)
T
Y P
14/16
1"x1" PLUG
(OPTION 001)
1" - 7 3/4"
M A
X
3 4
M A
X
NOTE: KEYNOTES 1-3 ABOVE ARE LAYERS OF CLOSED TIES. ALL TIES
IN LAYER 3 ARE IN THE SAME PLANE. SEQUENTIAL LAYERS ARE
TO BE PLACED IN CONTACT WITH ONE ANOTHER.
REINFORCE CMU
PER SECTION C
ON S-310
1'-2
1 8
#5 @ 6" C/C
CLOSED
TIES
(4) #5 CONT.
IN CORNER TIES
#9 @ 6" C/C
HORIZONTAL
DIAGONALS
TYPICAL 18 INCH-TO-18 INCH WALL
HORIZONTAL INTERSECTION
SCALE: 3/4" = 1'-0"
SEE SECTION B
ON S-500 FOR
WALL REINF.
1'-6"
TYPICAL 18 INCH-TO-30 INCH WALL
HORIZONTAL INTERSECTION
SCALE: 3/4" = 1'-0"
2" CHAMFER
2'-6"
2'-1
#10 @ 6" C/C
HORIZONTAL
DIAGONALS
2" CHAMFER
#5 @ 6" C/C
CLOSED
TIES
(4) #5 CONT.
IN CORNER TIES
TYPICAL 30 INCH-TO-30 INCH WALL
HORIZONTAL INTERSECTION
SCALE: 3/4" = 1'-0"
#10 @ 6" C/C
HORIZONTAL
DIAGONALS
2" CHAMFER
2'-6"
2'-1
3 8
#5 @ 6" C/C
CLOSED
TIES
(4) #5 CONT.
IN CORNER TIES
SEE SECTION A
ON S-500 FOR
WALL REINF.
CERTIFIED FINAL
(4) #5 ABOVE
DOOR OPENING
LINTEL
BLOCKS
FULLY
GROUTED
BOND BEAM
BLOCKS
FULLY
GROUTED
ABOVE LINTEL
W Q
R R
A M
E N
D M
E N
T
W
2Q R
R
-0
S5 TYPICAL SECTION
A
S105 S507
2'-6" 2'-6"
2" CHAMFER
SEE S-500 VERTICAL SECTION A
FOR WALL REINFORCEMENT
13'-0"
DIAGONALS TO MATCH
WALL REINFORCEMENT
#8's @ 4" C/C MID-DEPTH
TENSION STEEL
#9's @ 6" C/C E.F.
#9's @ 4" C/C E.F.
#3's @ 4" C/C
SINGLE LEG
STIRRUPS
2'-6"
V
A R
I E
S
S
T
E
13'-0"
2" CHAMFER
SEE S-500 SECTION A
FOR WALL
REINFORCEMENT
DIAGONALS TO MATCH
WALL REINFORCEMENT
#10's @ 4" C/C MID-DEPTH
TENSION STEEL
#3's @ 4" C/C
SINGLE LEG
STIRRUPS
S5 TYPICAL SECTION
SCALE: 3/4" = 1'-0"
B
S105 S507
#9's @ 6" C/C E.F.
#9's @ 4" C/C E.F.
#8's @ 4" C/C
MID-DEPTH
TENSION STEEL
#8's @ 4" C/C
MID-DEPTH
TENSION STEEL
#8's @ 4" C/C
MID-DEPTH
TENSION STEEL
S3 HORIZONTAL SECTION
SCALE: 3/4" = 1'-0"
#9's @ 6" C/C E.F.
IN DIRECTION OF
SHORTEST SPAN
#4's @ 4" C/C
SINGLE LEG
STIRRUPS
#9's @ 8" C/C E.F.
#8's @ 4" C/C
MID-DEPTH
TENSION STEEL
#8's @ 4" C/C MID-DEPTH
TENSION STEEL
V
A R
I E
S
S
T
E
SEE PLAN FOR
STEEL PLATE
LOCATIONS
US Army Corps of Engineers ®
SHEET 5742 OF
SHEET ID
S-507
T Y
P I C
A L
S
E C
T I O
T
A I L S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
M C
P
M C
P
J J S
R S
W
C O
N T
R A
C T
N O
S O
L I C
I T
A T
I O
N
N
O
D R
A W
I N
G
C
O D
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
A P
P R
O
X
K
E N
T U
C K
Y
S O
F
T
R A
I N
I N
G
T
A R
G E
T
S
T R
U C
T U
R E
F
Y
P
M
Y
C
O R
E
N G
I N
E E
R S
L O
U I S
V I L
S
T R
I C
T
SEE S-500 VERTICAL SECTION A
FOR CORNER TIE REINF.
SEE S-500
VERTICAL
SECTION A
FOR CORNER
TIE REINF.
NOTE: 1. SEE S-500 FOR DIAGONAL REINFORCEMENT.
. 2. CORNER TIES TO MATCH S-500 WALL SECTION.
3. TENSION REINFORCEMENT TO DEVELOP WITH
STANDARD HOOK DEVELOPMENT LENGTH INTO
WALL COMPONENTS.
4. SLAB THICKNESS VARIES WITH SLAB SLOPE ON
MAT, SECOND AND THIRD FLOOR. ROOF
SLOPES ENTIRE SECTION. SEE PLAN SHEETS.
V
A R
I E
S
W I T
H
S
L O
P E
3"
CLR.
3"
CLR.
ROUGHENED JT.
(1/4" AMPLITUDE)
(TYP)
DEVELOP PRIMARY
VERTICAL REINF.
WITH LAP SPLICES
DEVELOP PRIMARY
VERTICAL REINF.
WITH LAP SPLICES
ROUGHENED JT.
(1/4" AMPLITUDE)
(TYP)
C L R
NOTE: 1. SLAB THICKNESS VARIES WITH SLOPE BY INCREASING COVER.
2. 2'-2" THICKNESS AT EXTERIOR FOR WEEPHOLE DRAINAGE.
NOTE: 1. SLAB THICKNESS VARIES WITH SLOPE BY INCREASING COVER.
SEE SECTION A FOR REFERENCE.
STUB REINFORCEMENT AT
EXTERIOR PANEL
SCALE: 3/4" = 1'-0"
S105 S507
SEE SECTION C ON S-705
FOR PANEL FRAME AND
STUD ANCHORAGE SECTIONS
AND DETAILS
3'-10"
#5 CLOSED TIE
@ 4" C/C
3'-4
(4) # 5 CONT.
(2) #5 CLOSED TIES
@ 4" C/C.
V
A R
I E
S
T
O
2" CHAMFER
SEE SECTION A ON S-500
FOR 30 INCH WALL REINF.
#10 DIAGONAL
@ 4" C/C WITH
ACI 318-14
180 DEGREE HOOK
#8 @ 6" C/C
E.W. E.F.
#9 @ 4" C/C
VERT. MID-DEPTH
TENSION STEEL
#8 @ 4" C/C
HORIZONTAL
MID-DEPTH
TENSION STEEL
#3 @ 6" C/C SINGLE
LEG STIRRUP
CERTIFIED FINAL
W Q
R R
A M
E N
D M
E N
T
W
2Q R
R
-0
S6 TYPICAL SECTION
SCALE: 3/4" = 1'-0"
B
S105 S508
S6 TYPICAL SECTION
SCALE: 3/4" = 1'-0"
A
S105 S508
2'-6" 2'-6"14'-10"
R
O O
F
V
A R
I E
S
S
T
T
O
R
D
S
T
#9's @ 4" C/C
E.W. E.F.
2" CHAMFER
#4's @ 4" C/C
SINGLE LEG
STIRRUPS
#11's @ 3" C/C DIAGONALS
AT EDGES OF S6 SLABS
SEE S-500 VERTICAL SECTION A
FOR WALL REINFORCEMENT
#8's @ 4" C/C
MID-DEPTH
TENSION STEEL
E.W.
2'-6"13'-6"2'-6"
4'-7"
#11 GRADE 60
DIAGONALS
#11 DIAGONALS TYPICAL
DIMENSIONS
SCALE: 3/4" = 1'-0"
SEE S-500 VERTICAL SECTION A
FOR WALL REINFORCEMENT
2" CHAMFER
#11's @ 3" C/C DIAGONALS
AT EDGES OF S6 SLABS
#4's @ 4" C/C
SINGLE LEG
STIRRUPS
#9's @ 4" C/C
E.W. E.F.
#8's @ 4" C/C
MID-DEPTH
TENSION STEEL
E.W.
1/2" STEEL PLATE
AT S6 LOCATIONS
1/2" STEEL PLATE
AT S6 LOCATIONS
1/2" STEEL PLATE
AT S6 LOCATIONS
1/2" STEEL PLATE
AT S6 LOCATIONS
US Army Corps of Engineers ®
SHEET 5743 OF
SHEET ID
S-508
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SEE S-500 VERTICAL SECTION A
FOR CORNER TIE REINF.
C L R
#4 @ 4" C/C
CLOSED TIES
(4) #5 CONT.
#4 @ 4" C/C
CLOSED TIES
(4) #5 CONT.
2'-2"
2'-2"
DEVELOP PRIMARY
VERTICAL REINF.
WITH LAP SPLICES
DEVELOP PRIMARY
VERTICAL REINF.
WITH LAP SPLICES
ROUGHENED JT.
(1/4" AMPLITUDE)
(TYP)
ROUGHENED JT.
(1/4" AMPLITUDE)
(TYP)
NOTE: 1. THE SLAB THICKNESS VARIES WITH SLOPE ON
THE MAT, SECOND AND THIRD FLOOR BY
INCREASING THE TOP COVER WITH THE SLOPE.
2. THE ROOF SLAB THICKNESS REMAINS CONSTANT
AND SLOPES THE ENTIRE SECTIONS.
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NOTE: 1. THE SLAB THICKNESS VARIES WITH SLOPE ON
THE MAT, SECOND AND THIRD FLOOR BY
INCREASING THE TOP COVER WITH THE SLOPE.
2. THE ROOF SLAB THICKNESS REMAINS CONSTANT
AND SLOPES THE ENTIRE SECTIONS.
CERTIFIED FINAL
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TYPICAL 3'-0" x 6'-0" EXTERIOR
WINDOW OPENING FRAME
SCALE: 3/4" = 1'-0"
S200 S509
A
5"
(TYP.) 5
T
Y P
3'-0"
P2 PILASTER P2 PILASTER
1/2" x 5 1/4" x 3'-11 1/2"
A36 STEEL PLATE
1/2" x 5 1/4" x 6'-0"
A36 STEEL PLATE
SEE S-502 FOR P2
PILASTER
REINFORCEMENT
1/2"Ø x 0'-6" @ 1'-0"
STAGGERED SPACING
ANCHOR STUDS (TYP)
3'-11
B
S509 S509
C
S509 S509
SECTION B
SCALE: 3/4" = 1'-0"
S509 S509
B
3/4" x 2'-6" x 3'-11 1/2"
A36 STEEL PLATE
3'-0" 3'-0" 3'-0"
3 4
T
Y P
3 4
3 4
3 4
T
Y P
(TYP.)
1/2" x 2'-6" x 6'-0"
A36 STEEL PLATE
1/2" x 2'-6" x 6'-0"
A36 STEEL PLATE
1/2"Ø x 0'-6" ANCHOR STUDS
@ 1'-0" C/C STAGGERED
SPACING.
1/2"Ø x 0'-6" ANCHOR STUDS
@ 1'-0" SPACING
SECTION C
SCALE: 3/4" = 1'-0"
S509 S509
C
2'-6"
7"
1/2" x 2'-6" x 3'-11 1/2"
A36 STEEL PLATE
1/2" x 0'-5 1/4" x 3'-11 1/2"
A36 STEEL PLATE
P2 PILASTER P2 PILASTER
1/2" x 2'-6" x 3'-11 1/2"
A36 STEEL PLATE
1/2" x 0'-5 1/4" x 3'-11 1/2"
A36 STEEL PLATE
1/2" x 2'-6" x 6'-0"
A36 STEEL PLATE
1/2"Ø x 0'-6" ANCHOR STUDS
@ 1'-0" C/C STAGGERED
SPACING.
1/2"Ø x 0'-6" ANCHOR STUDS
@ 1'-0" SPACING
SEE S-502 FOR P2
PILASTER
REINFORCEMENT
SEE S-500 FOR
REINFORCEMENT
AROUND OPENING
1/4"
TYP
1/4"
1/4"
TYP
US Army Corps of Engineers ®
SHEET 5744 OF
SHEET ID
S-509
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NOTE: 1. VERTICAL REINFORCEMENT TERMINATES WITH HOOKED ENDS
AT THE TOP AND BOTTOM OF THE WINDOW OPENINGS AND INTO
THE SLABS ABOVE AND BELOW THE OPENINGS.
TYP
STANDARD HOOK FOR
VERTICAL BARS ABOVE
THE OPENINGS
#4 DIAGONALS
4'-0" LENGTH
(TYP)
Y
P
CERTIFIED FINAL
NOTE: MID-DEPTH TENSION STEEL NOT SHOWN FOR CLARITY.
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SHEET 5748 OF
SHEET ID
S-513
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22'-2"
V
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STAIRWELL SECTION
SCALE: 1/4" = 1'-0"
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REINFORCED
C15x50 (TYP)
MID-SUPPORT
BEAM W18x35
(TYP)
TYPICAL REINFORCED CONCRETE
STAIR LANDING DETAIL
SCALE: 3/4" = 1'-0"
4'-0"
3" x 1'-6" x 2'-10"
A36 STEEL
BASE PLATE
(SEE TYP DETAIL
ON THIS SHEET)
2'-10"
1 2
3 4
3 4
3 4
3 4
C15x50 (TYP)
F.F.E.
(6) 1 1/8"Ø F1554
GR. 36 ANCHOR
BOLTS
1'-2"
1/2" STEEL
EMBED
PLATE
TYPICAL STAIRWELL
BASE PLATE
SCALE: 3/4" = 1'-0"
COPED
FLANGES
(TYP)
(6) 1 1/8"Ø
F1554 GR. 36
ANCHOR BOLTS
2'-10"
2'-10"
2" 2"
STAIR SLAB
REINF.
CONCRETE
STAIR
LANDING
(TYP)
ROOF STAIR
LANDING
CANTILEVER
T
Y P
SCALE: STAIR TREADS NOT SHOWN FOR CLARITY
3" x 1'-6" x 2'-10"
A36 STEEL
BASE PLATE)
A
S513 S513
1'-3"
TYPICAL STAIRWELL CHANNEL
STRINGER SECTION
SCALE: 3/4" = 1'-0"
1"x5 1/4" CONT.
A36 STEEL PLATE
T&B
1"x3 3/4"
CONT.
A36 STEEL
PLATE
(TYP)
1'-3"
1'-3" 1'-3"
(6) 1 1/8"Ø F1554 GR. 36
ANCHOR BOLTS
L8x8x3/4
(TYP)
1"x5 1/4" CONT.
A36 STEEL
PLATE T&B
(TYP)
A36 STEEL
BASE
PLATE
1/4 CONT.
TYP
7/8 1'-11"
TYP
7/8 1'-11"
10"
TYP
10"
5/16
5/16
11"
3 4
" 3
" 1
"3
3'-6
" 3
6" 6" 6" 6" 6" 6"
3 8
TYPICAL STAIRWELL
TREAD DETAILS
SCALE: 3/4" = 1'-0"
1/4" BEARING BARS
@ 1 11/32" C/C
3/4"Ø TRANSVERSE
BARS
13/16" BOLT HOLES
FOR 3/4" BOLTS
1/2" END
PLATE
TYPICAL REINFORCED CONCRETE
STAIR LANDING SECTION
SCALE: 3/4" = 1'-0"
9'-0"
C L R
#11 @ 3" C/C
DIAGONALS
ON ALL FACES
T&B
A
S513 S513
#5 CLOSED TIE
@ 4" C/C WITH
12" WIDTH
(2) LAYERS
#9 @ 4" C/C
T&B
1 2
T
Y P
#8 @ 8" C/C
T&B
#5 CLOSED TIE
@ 4" C/C
1'-1
1'-6"
SEE S-500
FOR CORNER
TIE REINF.
A
S513 S514
B
S513 S514
PIPE 4
XX-STRONG
(TYP)
T
Y P
T
Y
P
1'-5
" 3'-4
HSS ROUND
1.9 x 0.188 (TYP)
S513 S514
2'-0"
T
Y P
ROUGHENED JT.
(1/4" AMPLITUDE
TYP)
2" CHAMFER
1" CHAMFER
CERTIFIED FINAL
1/2"x9"x1'-7"
CAP PLATE
L4x4x3/4
SEAT ANGLE
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SHEET 5749 OF
SHEET ID
S-514
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TYPICAL REINFORCED CONCRETE STAIR
LANDING SECTION (5'-2" LENGTH)
SCALE: 3/4" = 1'-0"
A
S513 S514
TYPICAL REINFORCED CONCRETE STAIR
LANDING SECTION (4'-0" LENGTH)
SCALE: 3/4" = 1'-0"
A
S513 S514
5'-2"
4'-0"
TYPICAL #11 DIAGONAL
AT STAIR LANDING
SCALE: 3/4" = 1'-0"
SEE S-500
FOR CORNER
TIE REINF.
SEE S-500
FOR CORNER
TIE REINF.
#11 DIAGONALS
@ 3" C/C
#11 DIAGONALS
@ 3" C/C
3 3
1'-10"
6"
R
#11 DIAGONAL
1'-6"
1'-6"
1/2" x 3'-6" x 4'-6"
A36 STEEL
EMBED PLATE
(2) LAYERS OF
#9 @ 4" C/C T&B
#8 @ 8" C/C
T&B
1"x1" CHAMFER
2"x2" CHAMFER
#5 CLOSED TIES
@ 4" C/C
T
Y
P
T
Y
P
(2) LAYERS OF
#9 @ 4" C/C
T&B
#8 @ 8" C/C
T&B
1"x1" CHAMFER
2"x2" CHAMFER
#5 CLOSED TIES
@ 4" C/C
1/2"Ø x 4" HEADED
STUDS @ 4" C/C
TRANSVERSE
SPACING
TYPICAL STAIR LANDING DETAIL
SCALE: 3/4" = 1'-0"
S513 S514
3'-2"
L8x8x3/4
W18x35
CANTILEVER
1" x 5 1/4" CONT.
A36 STEEL PLATE
T&B
C15x50
1'-4"
10"
1/2" END PLATE
1 3/4" x 10" x 1'-1"
A572 STEEL PLATE
1 3/4" A572
STEEL PLATE
" 3
"3
"3
"3
WORK POINT
LINE
"3
"3
"3
2"
NOTE: STAIR RAILINGS NOT SHOWN FOR CLARITY
1 1/4" x 2'-0" x 5'-4"
A572 STEEL
EMBED PLATE
1/2" x 2'-0" x 3'-0"
A36 STEEL
EMBED PLATE
TYPICAL STAIR LANDING DETAIL
SCALE: 3/4" = 1'-0"
1/4" x 1 3/4" x 1 3/4"
CHECKERED
NOSE PLATE
NOTE: 1. STAIR TREADS AND RAILINGS NOT SHOWN FOR CLARITY.
2. WELD METAL TREADS TO TOP OF W18x35 CANTILEVER FOR
LANDING MID-SECTION.
3 4
3 4
11"
3'-0
(27 EQ. SPACES)
1" x 5 3/4" A36
STEEL PLATE
(TYP)
C15x50
(TYP)
W18x35
CANTILEVER
3'-1" LENGTH
3/4"Ø
TRANSVERSE
BARS
CONFIGURATION
TO MATCH STAIR
STEPS
1/4" x 1 3/4"
BEARING
BARS
3 4
1 4
1 2
1/2" x 2'-0" x 3'-0"
A36 STEEL EMBED
PLATE (TYP)
1/2" x 2'-0" x 3'-0"
A36 STEEL EMBED
PLATE (TYP)
3/4" x 2'-0" x 3'-0"
A36 STEEL EMBED
PLATE
1/2" CHAMFER
1/2" CHAMFER
3/4" BOLTS
FOR END PLATE
ATT. (TYP)
TYPICAL STAIR LANDING ELEVATION
SCALE: 3/4" = 1'-0"
NOTE: 1. STAIR TREADS AND RAILINGS NOT SHOWN FOR CLARITY.
2. WELD METAL TREADS TO TOP OF W18x35 CANTILEVER FOR
LANDING MID-SECTION.
3. ROTATED 90° FOR CLARITY.
C15x50
(TYP)
1/2" x 2'-0" x 3'-0"
A36 STEEL
EMBED PLATE
1/2"Ø x 5"
HEADED
ANCHOR
STUDS
(TYP U.N.O.)
1/2" x 2'-0" x 3'-0"
A36 STEEL
EMBED PLATE
1 1/4" x 2'-0" x 5'-4"
A572 STEEL
EMBED PLATE
6" 6" 6"3" 3"
2'-0"
(TYP U.N.O.)
1" x 5 3/4" A36
STEEL PLATE
T&B (TYP)
W18x35
CANTILEVER
3'-1"
LENGTH
3/4"Ø
TRANSVERSE
BARS
1/4" x 1 3/4"
BEARING
BARS
1'-0"
13/16" BOLT
HOLES FOR
3/4" BOLTS
1 3/4" x 10" x 1'-1"
A572 STEEL PLATE
1 1/8" x 1'-6" x 2'-0"
A36 STEEL
EMBED PLATE
3"6"6"3"
1'-6"
1 1/8" x 1'-6" x 2'-0"
A36 STEEL
EMBED PLATE
5/16
WELDED
DIRECTLY
TO EMBED P
5/16
WELDED
DIRECTLY
TO EMBED
AND CAP P
L
1/4
1/4
1'-5"
1'-5"
3/8 0'-5"
3/8 0'-8"
1/4 1'-1"
1/4 1'-1"
TYPICAL VERTICAL
RAILING ATTACHMENT
SCALE: 3/4" = 1'-0"
NOTE: USE 1/16" FILLET FOR HORIZONTAL
RAILING TO VERT.
PIPE 4 XX-STRONG
1" x 5 1/4" CONT.
A36 STEEL PLATE
T&B
3/8
C15x50
(BELOW)
CERTIFIED FINAL
3/8 0'-8"
L
1/2"x9"x1'-7"
CAP PLATE
T
Y P
L4x4x3/4
SEAT
ANGLE
8"
L4x4x3/4
SEAT ANGLE
3/8 0'-8"
1/2" x 9" x 1'-7"
CAP PLATE
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SECOND FLOOR FRAMING DETAIL
A
S700 S700
B
S700 S700
FRAME SECTION
SCALE: 3/4" = 1'-0"
A
S700 S700
B1
B2
B2
FRAME SECTION
SCALE: 3/4" = 1'-0"
B
S700 S700
8'-0"
B1
16'-11"
NOTE: DENOTES 1/4" STEEL PLATE BELOW SLAB ON CEILING FACE
3'-1"2'-6"
3'-5
1'-0"
3'-5
1'-0"
1 2
1 2
15'-5"
" 6'-2
" 10
(TYP)
(TYP)
(TYP)
5/16
5/16
TYPICAL FRAME SECTION
THROUGH B2
SCALE: 3/4" = 1'-0"
C
S700 S700
5/16
5/16 0'-11 1/8"
0'-11 1/8"
3" A572
STEEL PLATE
3/4" A572
STEEL PLATE
1 1/4"
A572
STEEL
PLATE
8'-0"
6"
(TYP)
" 6'-2
" 10
(TYP)
(TYP)
5/16
5/16
5/16
5/16 0'-11 1/8"
0'-11 1/8"
3" A572
STEEL
PLATE
3/4" A572
STEEL
PLATE
1 1/4" A572
STEEL PLATE
1"Ø BOLT HOLES
IN STEEL PLATE
8'-0"
6"
(TYP)
C
S700 S700
5/16
5/16 0'-11 1/8"
0'-11 1/8"
5/16 0'-9 1/2"
3/4" A572
STEEL PLATE
1 1/4" A572
STEEL PLATE
5/16
3" A572 STEEL PLATE
5/8" x 3 3/4"
ANCHOR
STUDS
@ 8" C/C
C 1"Ø BOLT HOLES
L
3 4
1 4
1 4
1 4
US Army Corps of Engineers ®
SHEET 5750 OF
SHEET ID
S-700
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1 4
TYP
TYP
TYP
TYP
TYP
TYP
TYP
1 4
1 4
1 4
1 2
1 4
TYPICAL FRAME SECTION
THROUGH B1
SCALE: 3/4" = 1'-0"
D
S700 S700
NOTE: 1. SEE SECTION C FOR
WELDS AND FRAME
DIMENSIONS.
2. PANEL NOT SHOWN FOR
CLARITY.
V
A R
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S
7 8
V
A R
I E
S
1 2
1 2
1 2
5/8" x 3 3/4"
ANCHOR
STUDS
@ 8" C/C
7"
(TYP)
2'-0"
(TYP)
10"
(TYP)
2'-0"
(TYP)
D
S700 S700
1/2" x 5"
ANCHOR STUD
@ 2'-0" C/C
(TYP U.N.O.)
1/2" x 5"
ANCHOR STUD
@ 2'-0"
(TYP U.N.O.)
5/16
NOTE: 1. SEE S-703 FOR PANEL REINFORCEMENT DETAIL. (OPTION 006)
NOTE: 1. SEE S-703 FOR PANEL REINFORCEMENT DETAIL. (OPTION 006)
1" 1"
2"Ø BOLT HOLES
IN REINF. CONC
PANEL
(OPTION 006)
3/4"Ø GRADE 8
BOLTS
(OPTION 006)
4"x4" SQ.
WASHERS
(OPTION 006)
NOTE: 1. PANEL NOT SHOWN FOR
CLARITY.
4"x4" SQ.
WASHERS
(OPTION 006)
3/4"Ø GRADE 8
BOLTS
(OPTION 006)
1"Ø BOLT HOLES
IN STEEL PLATE
2"Ø BOLT HOLES
IN REINF. CONC
PANEL
(OPTION 006)
1" 1"
CERTIFIED FINAL
W Q
R R
A M
E N
D M
E N
T
1 1
W
2Q R
R
-0
THIRD FLOOR FRAMING DETAIL
A
S701 S701
C
S701 S701
FRAME SECTION
SCALE: 3/4" = 1'-0"
A
S701 S701
B1
B2
B2
FRAME SECTION
SCALE: 3/4" = 1'-0"
B
S701 S701
10'-0"
3'-5
T
Y P
10'-0"
B1
2'-6" 3'-1"
3'-1"
2'-8
10'-0""
2'-8
4'-0"
16'-11"
NOTE: DENOTES 1/4" STEEL PLATE BELOW SLAB ON CEILING FACE
3'-5
" 3'-5
1 2
1 2
3'-1"2'-6"
16'-11"
15'-5"
(TYP)
(TYP)
" 8'-4
" 9
2 1/2" A572
STEEL PLATE
5 8
3 4
1 2
10'-0"
3/4" A572 STEEL PLATE
1 1/4"
A572
STEEL
PLATE
5/16
5/16 0'-11 1/8"
0'-11 1/8"
5/16
5/16
(TYP)
" 8'-4
" 9
2 1/2" A572
STEEL PLATE
10'-0"
3/4" A572
STEEL PLATE
1 1/4" A572
STEEL PLATE
5/16
5/16 0'-11 1/8"
0'-11 1/8"
5/16
5/16
5/16
5/16 0'-11 1/8"
0'-11 1/8"
5/16
5/…
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