WWYK263009_65 Drawings_Volume 1_Part5.pdf
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- Solicitation number
- W912BV25S0014
About this file
This file contains structural engineering drawings for the Bomber Agile Common Hangar project at Tinker Air Force Base, showing framing plans, connection details, foundation layouts, and sections. The drawings detail the steel framing systems for a 4-dock hangar facility including high roof framing plans, storm shelter roof framing, catwalk framing, truss connections, foundation pier details, and column baseplate configurations. Key structural elements include W14 steel columns, steel trusses, concrete grade beams, drilled piers up to 84" diameter, and composite floor decks. The drawings specify details for structural connections, joint configurations, and foundation elements including pier schedules, grade beam schedules, and development/lap splice requirements for concrete and masonry construction. The hangar design incorporates specialized details for aircraft maintenance requirements such as fall protection systems, bridge crane supports, and reinforced concrete equipment pads.
First floor architectural plans show the hangar bay layout with four aircraft dock positions and adjacent support spaces including landing gear shop, engine shop, sheet metal area, composite shop, tool crib, hazardous storage areas, and administrative spaces. The total facility size is approximately 197,000 square feet with a two-story administrative wing and single-story maintenance shops surrounding the main hangar bay. The drawings include detailed dimensions, room identifications, door locations, and building circulation paths.
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Text version
B
C
D
E
F
G
H
J
5 7
A
W14X145
(SLOPED)
W14X145
(SLOPED)
W X
W X
(2
/4
W X
W X
W X
W X
W X
/4
/2
/4
/2
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
/2
/4
/2
/2
/2
/2
/2
/2
/2
/4
/4
/2
/2
/2
/4
/4
/2
/2
/4
/4
/2
W X
(2
/4
W X
(2
/4
W X
(2
/4
W X
(2
/4
W X
(2
/4
W X
(2
/4
W X
(2
/4
W12X14W12X14 W12X14 W12X14 W12X14 W12X14 W12X14
W14X34W14X34W14X34W14X34W14X34W14X34
W14X34W14X34W12X26W12X26W12X26W12X26
W14X34W14X34W12X26W12X26W12X26W12X26
W14X34W14X34W12X26W12X26W12X26W12X26
W14X34W14X34W12X14W12X26W12X26W12X26
W14X34W14X34W12X26W12X26W12X26W12X26
W14X34W14X34W12X26W12X26W12X26W12X26
(4) EQ SPA = 30' - 4" (4) EQ SPA = 30' - 4" (4) EQ SPA = 30' - 4" (4) EQ SPA = 30' - 4" (4) EQ SPA = 30' - 4" (4) EQ SPA = 30' - 4" (6) EQ SPA = 45' - 10"
4' - 6"
4' - 6"
TYP2 TYP1
A1/S-152 A1/S-152
A /S
-1
A /S
-1
A /S
-1
A /S
-1
TRUSS T3
TRUSS T2
TRUSS T1
TRUSS T1
TRUSS T1
TRUSS T1
TRUSS T1
TRUSS T1
SLOPE
DN
D9
S-531
W X
W X
/4
W X
/4
W X
/4
W X
/4
W X
/4
W X
/4
W X
/4
A1
S-311
A8
S-311
A5
S-311
A1
S-311
A5
S-311
INDICATES SPAN DIRECTION OF 3" METAL
ROOF DECK. SEE GENERAL NOTES FOR
ATTACHMENT REQUIREMENTS.
LEGEND
C
A B
D
AN
R P
M
E L
I
I R Y
N G
E S
I
D
NOT FOR
CONSTRUCTION
N
PLAN
NORTH
SCALE:
US Army Corps of Engineers
SHEET OF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
X
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
M A
R K
D E
S C
R
IP
T
IO
N
D A
T E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
A
B
C
D
E
F
G
H
J
2 3 4 5 6 7 8 9 10 11 12
300 West Vine Street Suite 1500 Lexington, KY 40507
(859) 252-9980
Mason and Hanger
4'-0" 8'-0" 16'-0"
1/8" = 1'-0"
KEYPLAN
S N
A L L
W B
V -2
-D
-0
W B
V -2
-D
-0
S-154
H
IG
H R
O O
F F
R A
M
IN
G P
L A
N
A R
E A
D
T
IN
K E
R A
IR
F
O R
C E
B A
S E
O
K
T U
L S
A D
IS
T
R
IC
T E
S
T S
T R
E E
T T
U L S
A O
K
-4
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
Z B
R O
W N
B R
E N
N E
R
C C
U N
N
IN
G H
A M
N O
V E
M B
E R
D E
S
IG
N
B O
M B
E R
A G
IL
E
C O
M M
O N
H A
N G
A R
W W
Y K
SCALE: 1/8" = 1'-0"
HIGH ROOF FRAMING PLAN - AREA D
A1
GENERAL SHEET NOTES
1 REFER TO S-001 AND S-002 FOR GENERAL
NOTES, DESIGN CRITERIA AND
ABBREVIATIONS.
2 TOP OF STEEL ELEVATION IS NOTED AS
(XXX'-XX") AND INDICATES TOP OF STEEL
ELEVATION REFERENCED FROM TOP OF
FINISHED FIRST FLOOR ELEVATION
(100'-0").
SHEET KEYNOTES
1 DIAGONAL BRACING. SEE FRAMING
ELEVATIONS.
2 EDGE OF 3" METAL ROOF DECK.
D E
S
IG
N
/2
/2
FIRST FLOOR
100' - 0"
542 7 45' - 10" 364' - 0" 45' - 10"
W14X61
W14X61
W14X61
W14X61
H S S
X
X 1/
2 H S S 10X
10X 1/2
H S S 10X
10X 1/2 H
S S
X
X 1/
HSS10X10X3/8 HSS10X10X3/8
HSS10X10X3/8
H S S
X
X 1/
2H S S 10X
10X 1/2
H S S
X
X 1/
2 H S S 10X
10X 1/2
CL BM EL = 125' - 10"
CL BM EL = 151' - 8"
STL BM, SEE
PLAN (TYP)
STL COL, SEE
SCHED (TYP)
W X
W X
W X
W X
W X
(2) L12X12X1
(2
L X
X
/4 (2) L10X10X1
(2
L X
X
/4
(2) L10X10X7/8
(2
L X
X
/8
W14X159
(2) L8X8X3/4
(2
L X
X
/4 (2) L8X8X3/4
(2
L X
X
/2 (2) L8X8X3/4
(2
L X
X
/4
W14X145
W X
W X
W X
W X
W X
W X
(2
L X
X
/4
(2) L 10X10X1
(2
L X
X
/4
(2 ) L
10X10X7/8
(2
L X
X
/8
(2 ) L
8X8X3/4
(2
L X
X
/4
(2 ) L
8X8X3/4
(2
L X
X
/2
(2 ) L
8X 8X
3/
W14X159
(2) L
12X12X1 TO STL EL = 190' - 6 1/2"
S-523
C1
HSS10X10X3/8
HSS10X10X3/8 HSS10X10X3/8
S-523
C5
S-523
C9
HSS10X10X3/8
S-523
C9
HSS10X10X3/8
S-533
A8 ________________________________
S-533
D1
S-533
D5
S-532
G1
S-532
G5
S-531
D1
S-531
D3
S-531
D6
S-533
A1
S-533
A5 ________________________________
S-531
G10
S-532
A1 ________________________________
S-532
A5 ________________________________
S-532
A9
FIRST FLOOR
100' - 0"
5 4 27
W14X61
W14X61
W14X61
W14X61
H S S 10X
10X 1/2 H
S S
X
X 1/
H S S
X
X 1/
HSS10X10X1/2
HSS10X10X1/2 HSS10X10X1/2
H S S
X
X 1/
2 H S S 12X
12X 1/2 H
S S
X
X 1/
2 H S S 12X
12X 1/2
CL BM EL = 125' - 10"
CL BM EL = 151' - 8"
45' - 10"364' - 0"45' - 10"
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
(2) L10X10X1
(2
L X
X
1 (2) L10X10X1
(2
L X
X
/8
(2) L10X10X7/8
(2
L X
X
/8 (2) L8X8X5/8
(2
L X
X
/2 (2) L8X8X1/2
(2
L X
X
/2
(2) L8X8X1-1/8
(2
L X
X
/2
(2 ) L
8X 8X
1- 1/
(2
L X
X
/2
(2 ) L
8X 8X1/2
(2
L X
X
/2
(2 ) L
8X8X5/8
(2
L X
X
/8
(2 ) L
10X10X7/8
(2
L X
X
/8
(2) L 10X10X1
(2
L X
X
(2) L 10X10X1
W14X159W14X159
W14X145
STL BM, SEE
PLAN (TYP)
STL COL, SEE
SCHED (TYP)
TO STL EL = 190' - 6 1/2"
S-523
C1
HSS10X10X1/2
HSS10X10X1/2HSS10X10X1/2
S-523
C5
S-523
C9
H S S 10X
10X 1/2
HSS10X10X1/2
S-523
C9
HSS10X10X1/2
S-532
D6
S-532
D10
S-532
G1
S-532
G5 ________________________________
S-531
D1
S-531
D3
S-531
D6
S-532
G9 ________________________________
S-533
A1
S-533
A5 ________________________________
S-531
G10
S-532
A1
S-532
A5
S-532
A9
AN
R P
M
E L
I
I R Y
N G
E S
I
D
NOT FOR
CONSTRUCTION
SCALE:
US Army Corps of Engineers
SHEET OF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
X
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
M A
R K
D E
S C
R
IP
T
IO
N
D A
T E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
A
B
C
D
E
F
G
H
J
2 3 4 5 6 7 8 9 10 11 12
300 West Vine Street Suite 1500 Lexington, KY 40507
(859) 252-9980
Mason and Hanger
8'-0" 16'-0" 32'-0"
1/16" = 1'-0"
S N
A L L
W B
V -2
-D
-0
W B
V -2
-D
-0
S-201
T R
U S
S F
R A
M
IN
G E
L E
V A
T
IO
N S
T
IN
K E
R A
IR
F
O R
C E
B A
S E
O
K
T U
L S
A D
IS
T
R
IC
T E
S
T S
T R
E E
T T
U L S
A O
K
-4
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
Z B
R O
W N
B R
E N
N E
R
C C
U N
N
IN
G H
A M
N O
V E
M B
E R
D E
S
IG
N
B O
M B
E R
A G
IL
E
C O
M M
O N
H A
N G
A R
W W
Y K
SCALE: 1/16" = 1'-0"
TRUSS T3 FRAMING ELEVATION
A1
SCALE: 1/16" = 1'-0"
TRUSS T2 FRAMING ELEVATION
F1
GENERAL SHEET NOTES
1 REFER TO S-001 AND S-002 FOR GENERAL
NOTES, DESIGN CRITERIA AND
ABBREVIATIONS.
D E
S
IG
N
/2
364' - 0"
W14X145
W14X176 W14X176
(2) L8X8X1
(2) L8X8X7/8
(2) L8X8X5/8
(2) L8X8X5/8
(2) L8X8X1/2
(2
L X
X
/2
(2) L8X8X1-1/8 (2
L X
X
/2
(2 ) L
8X 8X
1- 1/
(2
L X
X
/2
(2 ) L
8X 8X1/2
(2
L X
X
/2
(2 ) L
8X8X5/8
(2
L X
X
/8
(2 ) L
8X8X5/8
(2
L X
X
/4
(2) L 8X8X7/8
(2
L X
X
(2) L 8X8X1
TO STL EL = 194' - 4 1/4"
STL COL, SEE
SCHED (TYP)
S-531
A1
S-531
A4
S-531
A7
S-531
D9 ________________________________
S-531
G4
S-531
G7
(2
L X
X
(2
L X
X
/4
S-531
D1
S-531
D3
S-531
D6
S-531
G10
(2
L X
X
/8
S-532
A1
(2
L X
X
/2
S-532
A5
S-532
A9
S-532
D1
AN
R P
M
E L
I
I R Y
N G
E S
I
D
NOT FOR
CONSTRUCTION
SCALE:
US Army Corps of Engineers
SHEET OF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
X
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
M A
R K
D E
S C
R
IP
T
IO
N
D A
T E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
A
B
C
D
E
F
G
H
J
2 3 4 5 6 7 8 9 10 11 12
300 West Vine Street Suite 1500 Lexington, KY 40507
(859) 252-9980
Mason and Hanger
8'-0" 16'-0" 32'-0"
1/16" = 1'-0"
S N
A L L
W B
V -2
-D
-0
W B
V -2
-D
-0
S-202
T R
U S
S F
R A
M
IN
G E
L E
V A
T
IO
N S
T
IN
K E
R A
IR
F
O R
C E
B A
S E
O
K
T U
L S
A D
IS
T
R
IC
T E
S
T S
T R
E E
T T
U L S
A O
K
-4
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
Z B
R O
W N
B R
E N
N E
R
C C
U N
N
IN
G H
A M
N O
V E
M B
E R
D E
S
IG
N
B O
M B
E R
A G
IL
E
C O
M M
O N
H A
N G
A R
W W
Y K
GENERAL SHEET NOTES
1 REFER TO S-001 AND S-002 FOR GENERAL
NOTES, DESIGN CRITERIA AND
ABBREVIATIONS.
SCALE: 1/16" = 1'-0"
TRUSS T1 FRAMING ELEVATION
A3
D E
S
IG
N
/2
3/4" 1" 3/4"
91' - 0"91' - 0"91' - 0"91' - 0"
1" 1 1/2" 1"
91' - 0"91' - 0"91' - 0"91' - 0"
1" 1 3/4" 1"
91' - 0"91' - 0"91' - 0"91' - 0"
AN
R P
M
E L
I
I R Y
N G
E S
I
D
NOT FOR
CONSTRUCTION
SCALE:
US Army Corps of Engineers
SHEET OF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
X
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
M A
R K
D E
S C
R
IP
T
IO
N
D A
T E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
A
B
C
D
E
F
G
H
J
2 3 4 5 6 7 8 9 10 11 12
300 West Vine Street Suite 1500 Lexington, KY 40507
(859) 252-9980
Mason and Hanger
8'-0" 16'-0" 32'-0"
1/16" = 1'-0"
S N
A L L
W B
V -2
-D
-0
W B
V -2
-D
-0
S-203
T R
U S
S C
A M
B E
R D
IA
G
R A
M S
T
IN
K E
R A
IR
F
O R
C E
B A
S E
O
K
T U
L S
A D
IS
T
R
IC
T
E
S
T S
T R
E E
T
T U
L S
A O
K
-4
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
Z B
R O
W N
B R
E N
N E
R
C C
U N
N
IN
G H
A M
N O
V E
M B
E R
D E
S
IG
N
B O
M B
E R
A G
IL
E
C O
M M
O N
H A
N G
A R
W W
Y K
SCALE: 1/16" = 1'-0"
TRUSS T3 CAMBER DIAGRAM
A1
SCALE: 1/16" = 1'-0"
TRUSS T2 CAMBER DIAGRAM
D1
SCALE: 1/16" = 1'-0"
TRUSS T1 CAMBER DIAGRAM
G1
D E
S
IG
N
/2
B C D E F G H J K L M N P R S TA
11' - 8" 25' - 5" 25' - 5" 25' - 5" 25' - 5" 25' - 5" 25' - 5" 25' - 5" 25' - 5" 25' - 5" 25' - 5" 25' - 5" 25' - 5" 25' - 5" 25' - 5" 11' - 8"
CL BM EL = 125' - 10"
CL BM EL = 151' - 8"
W14X61W14X61W14X61W14X61W14X61W14X61W14X61W14X61W14X61W14X61W14X61W14X61W14X61W14X61
W14X61W14X61W14X61W14X61W14X61W14X61W14X61W14X61W14X61W14X61W14X61W14X61W14X61W14X61
H S S 12X12X1/2
H S S
X12 X1/
H S S 12X12X3/8
HSS8X8X1/2HSS8X8X1/2
H S S
X12 X3/
H S S 12X12X1/2
H S S
X12 X1/
STL BM, SEE
PLAN (TYP)
STL COL, SEE
SCHED (TYP)
H S S 12X12X1/2
H S S
X10 X1/
HSS10X10X3/8
H S S 10X10X1/2
S-524
A1
S-524
A5
S-524
A8
S-524
A8
FIRST FLOOR
100' - 0"
BCDEFGHJKLMNPRST A
W16X67 W16X67 W16X67 W16X67 W16X67 W16X67 W16X67 W16X67 W16X67 W16X67 W16X67 W16X67 W16X67 W16X67
W16X67 W16X67 W16X67 W16X67 W16X67 W16X67 W16X67 W16X67 W16X67 W16X67 W16X67 W16X67 W16X67 W16X67
H S S 12X12X1/2H
S S
X12 X1/
H S S 12X12X1/2 H
S S
X12 X1/
H S S 12X12X3/8H
S S
X12 X3/
HSS8X8X1/2HSS8X8X1/2
11' - 8" 25' - 5" 25' - 5" 25' - 5" 25' - 5" 25' - 5" 25' - 5" 25' - 5" 25' - 5" 25' - 5" 25' - 5" 25' - 5" 25' - 5" 25' - 5" 25' - 5" 11' - 8"
CL BM EL = 125' - 10"
CL BM EL = 151' - 8"
STL BM, SEE
PLAN (TYP)
STL COL, SEE
SCHED (TYP)
H S S
X12 X1/
H S S 10X10X1/2
H S S
X10 X1/
HSS10X10X3/8
S-524
A1
S-524
A5
S-524
A8
AN
R P
M
E L
I
I R Y
N G
E S
I
D
NOT FOR
CONSTRUCTION
SCALE:
US Army Corps of Engineers
SHEET OF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
X
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
M A
R K
D E
S C
R
IP
T
IO
N
D A
T E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
A
B
C
D
E
F
G
H
J
2 3 4 5 6 7 8 9 10 11 12
300 West Vine Street Suite 1500 Lexington, KY 40507
(859) 252-9980
Mason and Hanger
8'-0" 16'-0" 32'-0"
1/16" = 1'-0"
S N
A L L
W B
V -2
-D
-0
W B
V -2
-D
-0
S-211
F R
A M
IN
G
E L E
V A
T
IO
N S
T
IN
K E
R A
IR
F
O R
C E
B A
S E
O
K
T U
L S
A D
IS
T
R
IC
T E
S
T S
T R
E E
T T
U L S
A O
K
-4
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
Z B
R O
W N
B R
E N
N E
R
C C
U N
N
IN
G H
A M
N O
V E
M B
E R
D E
S
IG
N
B O
M B
E R
A G
IL
E
C O
M M
O N
H A
N G
A R
W W
Y K
SCALE: 1/16" = 1'-0"
GRID LINE '4' FRAMING ELEVATION
F1
SCALE: 1/16" = 1'-0"
GRID LINE '5' FRAMING ELEVATION
A1
GENERAL SHEET NOTES
1 REFER TO S-001 AND S-002 FOR GENERAL
NOTES, DESIGN CRITERIA AND
ABBREVIATIONS.
D E
S
IG
N
/2
B S TA
STL BM, SEE
PLAN (TYP)
STL COL, SEE
SCHED (TYP)
11' - 8" 11' - 8"
CL BM EL = 125' - 10"
CL BM EL = 151' - 8"W14X61
H S S 8X
8X 1/
2H S S 8X8X1/2
W14X61
H S S 8X
8X 1/
2 H S S 8X
8X 1/2
H S
S X
X
/2
H S
S X
X
/2
H S
S X
X
/2
H S
S X
X
/2
S-523
F1________________________________
S-523
F1
W14X61
OPH
W14X61
H S S 8X8X1/2 H
S S 8X
8X 1/
FIRST FLOOR
100' - 0"
BST A
11' - 8" 11' - 8"
STL BM, SEE
PLAN (TYP)
STL COL, SEE
SCHED (TYP)
CL BM EL = 125' - 10"
CL BM EL = 151' - 8"
H S
S X
X
/2
H S
S X
X
/2
H S
S X
X
/2
H S
S X
X
/2
W14X61
H S S 8X8X1/2
H S S 8X
8X 1/
2 H S S 8X
8X 1/2
H S S 8X
8X 1/
W14X61
S-523
F1
W14X61
S-523
F1OPH
W14X61
H S S 8X8X1/2 H
S S 8X
8X 1/
31.6
LEVEL 2 TOS
117' - 7 1/2"
HSS4X4X1/4
HSS6X6X1/4
24' - 0"
STL BM, SEE
PLAN (TYP)
STL COL, SEE
SCHED (TYP)
FIRST FLOOR
100' - 0"
1.52.3
LEVEL 2 TOS
117' - 7 1/2"
H S
S X
X
/4
H S
S X
X
/4
H S
S X
X
/4
H S
S X
X
/4
13' - 5"
STL BM, SEE
PLAN (TYP)
STL COL, SEE
SCHED (TYP)
FIRST FLOOR
100' - 0"
3.5 2.8
LEVEL 2 TOS
117' - 7 1/2"
15' - 4"
H S
S X
X
/4
H S
S X
X
/4
STL BM, SEE
PLAN (TYP)
STL COL, SEE
SCHED (TYP)
AN
R P
M
E L
I
I R Y
N G
E S
I
D
NOT FOR
CONSTRUCTION
SCALE:
US Army Corps of Engineers
SHEET OF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
X
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
M A
R K
D E
S C
R
IP
T
IO
N
D A
T E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
A
B
C
D
E
F
G
H
J
2 3 4 5 6 7 8 9 10 11 12
300 West Vine Street Suite 1500 Lexington, KY 40507
(859) 252-9980
Mason and Hanger
8'-0" 16'-0" 32'-0"
3/32" = 1'-0"
S N
A L L
W B
V -2
-D
-0
W B
V -2
-D
-0
S-212
F R
A M
IN
G
E L E
V A
T
IO
N S
T
IN
K E
R A
IR
F
O R
C E
B A
S E
O
K
T U
L S
A D
IS
T
R
IC
T E
S
T S
T R
E E
T T
U L S
A O
K
-4
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
Z B
R O
W N
B R
E N
N E
R
C C
U N
N
IN
G H
A M
N O
V E
M B
E R
D E
S
IG
N
B O
M B
E R
A G
IL
E
C O
M M
O N
H A
N G
A R
W W
Y K
SCALE: 3/32" = 1'-0"
GRID LINE '7' FRAMING ELEVATION
A1
SCALE: 3/32" = 1'-0"
GRID LINE '2' FRAMING ELEVATION
A4
SCALE: 3/32" = 1'-0"
GRID LINE 'J.9'
FRAMING ELEVATION
A7
SCALE: 3/32" = 1'-0"
GRID LINE 'M.4'
FRAMING ELEVATION
A9
SCALE: 3/32" = 1'-0"
GRID LINE 'E.7'
FRAMING ELEVATION
F1
D E
S
IG
N
/2
BCDEFGHJKLMNPRST A
(4
E Q
S P
A
/2
(4
E Q
S P
A
/2
(4
E Q
S P
A
C10X20 GIRTS UNO
UNO
C10X15.3 GIRTS
UNO
C10X20 GIRTS
C10X20 GIRT
C10X20 GIRT
C10X30 GIRT
C10X30 GIRT
C10X20 GIRT
C10X20 GIRT
C10X30 GIRT
C10X30 GIRT
C10X20 GIRT
C10X20 GIRT
C10X30 GIRT
C10X30 GIRT
C10X20 GIRT
C10X20 GIRT
C10X30 GIRT
C10X30 GIRT
C10X20 GIRT
C10X20 GIRT
C10X30 GIRT
C10X30 GIRT
C10X20 GIRT
C10X20 GIRT
C10X30 GIRT
C10X30 GIRT
C10X20 GIRT
C10X20 GIRT
C10X30 GIRT
C10X30 GIRT
C10X20 GIRT
C10X20 GIRT
C10X30 GIRT
C10X30 GIRT
C10X20 GIRT
C10X20 GIRT
C10X30 GIRT
C10X30 GIRT
C10X20 GIRT
C10X20 GIRT
C10X30 GIRT
C10X30 GIRT
C10X20 GIRT
C10X20 GIRT
C10X30 GIRT
C10X30 GIRT
C10X20 GIRT
C10X20 GIRT
C10X30 GIRT
C10X30 GIRT
C10X20 GIRT
C10X20 GIRT
MC10X33.6 GIRT
MC10X33.6 GIRT
@ (3) EQ SPA, TYP
C6X8.2 HANGARS
C1
S-521
C1
S-521
OPH
FIRST FLOOR
100' - 0"
B C D E F G H J K L M N P R S TA
(4
E Q
S P
A
/2
/4
/4
(4
E Q
S P
A
/2
(3
E Q
S P
A
/2
C10X15.3 GIRTS UNO
C10X20 GIRT
C10X20 GIRT
C10X30 GIRT
C10X30 GIRT
C10X20 GIRT
C10X20 GIRT
MC10X33.6 GIRT
MC10X33.6 GIRT
C10X20 GIRT
C10X20 GIRT
C10X30 GIRT
C10X30 GIRT
C10X20 GIRT
C10X20 GIRT
C10X30 GIRT
C10X30 GIRT
C10X20 GIRT
C10X20 GIRT
C10X30 GIRT
C10X30 GIRT
C10X20 GIRT
C10X20 GIRT
C10X30 GIRT
C10X30 GIRT
C10X20 GIRT
C10X20 GIRT
C10X30 GIRT
C10X30 GIRT
C10X20 GIRT
C10X20 GIRT
C10X30 GIRT
C10X30 GIRT
C10X20 GIRT
C10X20 GIRT
C10X30 GIRT
C10X30 GIRT
C10X20 GIRT
C10X20 GIRT
C10X30 GIRT
C10X30 GIRT
C10X20 GIRT
C10X20 GIRT
C10X30 GIRT
C10X30 GIRT
C10X20 GIRT
C10X20 GIRT
C10X30 GIRT
C10X30 GIRT
C10X20 GIRT
C10X20 GIRT
C10X30 GIRT
C10X30 GIRT
C10X20 GIRT
C10X20 GIRT
MC10X33.6 GIRT
MC10X33.6 GIRT
@ (3) EQ SPA
C6X8.2 HANGARS
A1
S-521
A4
S-521
C1
S-521
C1
S-521
OPH
AN
R P
M
E L
I
I R Y
N G
E S
I
D
NOT FOR
CONSTRUCTION
SCALE:
US Army Corps of Engineers
SHEET OF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
X
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
M A
R K
D E
S C
R
IP
T
IO
N
D A
T E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
A
B
C
D
E
F
G
H
J
2 3 4 5 6 7 8 9 10 11 12
300 West Vine Street Suite 1500 Lexington, KY 40507
(859) 252-9980
Mason and Hanger
8'-0" 16'-0" 32'-0"
1/16" = 1'-0"
S N
A L L
W B
V -2
-D
-0
W B
V -2
-D
-0
S-221
C L A
D D
IN
G
S U
P P
O R
T E
L E
V A
T
IO
N S
T
IN
K E
R A
IR
F
O R
C E
B A
S E
O
K
T U
L S
A D
IS
T
R
IC
T E
S
T S
T R
E E
T T
U L S
A O
K
-4
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
Z B
R O
W N
B R
E N
N E
R
C C
U N
N
IN
G H
A M
N O
V E
M B
E R
D E
S
IG
N
B O
M B
E R
A G
IL
E
C O
M M
O N
H A
N G
A R
W W
Y K
SCALE: 1/16" = 1'-0"
CLADDING SUPPORT ALONG GRID LINE '4'
F1
SCALE: 1/16" = 1'-0"
CLADDING SUPPORT AT GRID LINE '5'
B1
D E
S
IG
N
/2
HANGAR ROOF
190' - 2"
5 4 27
GIRTS
C15X40(2) 800S250-118 @ 4'-0" OC, VERT
GIRTS
C15X40
(6
E Q
S P
A
(4
E Q
S P
A
/2
(4
E Q
S P
A
/2
/4
/4
/4
/4
@ (5) EQ SPA
C6X8.2 HANGARS
@ (5) EQ SPA
C6X8.2 HANGAR
D1
S-311
D5
S-311
C8
S-521
F7
S-521
F7
S-521
C8
S-521
OPH OPH
A8
S-311
FIRST FLOOR
100' - 0"
HANGAR ROOF
190' - 2"
BST A
(4
E Q
S P
A
(4
E Q
S P
A
/2
(4
E Q
S P
A
/2
" 4
GIRTS
C10X15.3
GIRTS
C10X15.3
C4
S-521
C8
S-521
C8
S-521
C4
S-521
OPH
OPH
FIRST FLOOR
100' - 0"
HANGAR ROOF
190' - 2"
B S TA
GIRTS
C10X15.3
GIRTS
C10X15.3
(4
E Q
S P
A
/2
/4
/4
(4
E Q
S P
A
/2
(3
E Q
S P
A
/2
C4
S-521
C8
S-521
C4
S-521
C8
S-521
OPH
OPH
AN
R P
M
E L
I
I R Y
N G
E S
I
D
NOT FOR
CONSTRUCTION
SCALE:
US Army Corps of Engineers
SHEET OF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
X
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
M A
R K
D E
S C
R
IP
T
IO
N
D A
T E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
A
B
C
D
E
F
G
H
J
2 3 4 5 6 7 8 9 10 11 12
300 West Vine Street Suite 1500 Lexington, KY 40507
(859) 252-9980
Mason and Hanger
8'-0" 16'-0" 32'-0"
1/16" = 1'-0"
S N
A L L
W B
V -2
-D
-0
W B
V -2
-D
-0
S-222
C L A
D D
IN
G
S U
P P
O R
T E
L E
V A
T
IO
N S
T
IN
K E
R A
IR
F
O R
C E
B A
S E
O
K
T U
L S
A D
IS
T
R
IC
T E
S
T S
T R
E E
T T
U L S
A O
K
-4
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
Z B
R O
W N
B R
E N
N E
R
C C
U N
N
IN
G H
A M
N O
V E
M B
E R
D E
S
IG
N
B O
M B
E R
A G
IL
E
C O
M M
O N
H A
N G
A R
W W
Y K
SCALE: 1/16" = 1'-0"
CLADDING SUPPORT ELEVATION AT GRID LINES 'A' AND 'T'
F1
SCALE: 1/16" = 1'-0"
CLADDING SUPPORT
ELEVATION AT GRID LINE '2'
B1
SCALE: 1/16" = 1'-0"
CLADDING SUPPORT
ELEVATION AT GRID LINE '7'
B3
D E
S
IG
N
/2
WING FALL ARREST
COVERAGE AREA
RIGID FALL ARREST
COVERAGE 15 DEGREE
ANGLE
DUAL TRACK WING FALL
PROTECTION
FUSELAGE MONORAIL
HOIST
AN
R P
M
E L
I
I R Y
N G
E S
I
D
NOT FOR
CONSTRUCTION
SCALE:
US Army Corps of Engineers
SHEET OF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
X
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
M A
R K
D E
S C
R
IP
T
IO
N
D A
T E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
A
B
C
D
E
F
G
H
J
2 3 4 5 6 7 8 9 10 11 12
300 West Vine Street Suite 1500 Lexington, KY 40507
(859) 252-9980
Mason and Hanger
4'-0" 8'-0" 16'-0"
1/8" = 1'-0"
S N
A L L
W B
V -2
-D
-0
W B
V -2
-D
-0
S-231
F A
L L P
R O
T E
C T
IO
N
A N
D H
O
IS
T E
L E
V A
T
IO
N
T
IN
K E
R A
IR
F
O R
C E
B A
S E
O
K
T U
L S
A D
IS
T
R
IC
T
E
S
T S
T R
E E
T
T U
L S
A O
K
-4
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
Z B
R O
W N
B R
E N
N E
R
C C
U N
N
IN
G H
A M
N O
V E
M B
E R
D E
S
IG
N
B O
M B
E R
A G
IL
E
C O
M M
O N
H A
N G
A R
W W
Y K
SCALE: 1/8" = 1'-0"
FALL PROTECTION ELEVATION
A1
GENERAL SHEET NOTES
1 REFER TO S-001 AND S-002 FOR GENERAL
NOTES, DESIGN CRITERIA AND
ABBREVIATIONS.
D E
S
IG
N
/2
C.8B.4 35' - 0"
1' - 6" 32' - 0" 1' - 6"
CLR HOOK HEIGHT = 110' - 0"
AN
R P
M
E L
I
I R Y
N G
E S
I
D
NOT FOR
CONSTRUCTION
SCALE:
US Army Corps of Engineers
SHEET OF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
X
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
M A
R K
D E
S C
R
IP
T
IO
N
D A
T E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
A
B
C
D
E
F
G
H
J
2 3 4 5 6 7 8 9 10 11 12
300 West Vine Street Suite 1500 Lexington, KY 40507
(859) 252-9980
Mason and Hanger
2'-0" 4'-0" 8'-0"
1/4" = 1'-0"
S N
A L L
W B
V -2
-D
-0
W B
V -2
-D
-0
S-232
B R
ID
G
E C
R A
N E
E L E
V A
T
IO
N S
T
IN
K E
R A
IR
F
O R
C E
B A
S E
O
K
T U
L S
A D
IS
T
R
IC
T
E
S
T S
T R
E E
T
T U
L S
A O
K
-4
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
Z B
R O
W N
B R
E N
N E
R
C C
U N
N
IN
G H
A M
N O
V E
M B
E R
D E
S
IG
N
B O
M B
E R
A G
IL
E
C O
M M
O N
H A
N G
A R
W W
Y K
SCALE: 1/4" = 1'-0"
LANDING GEAR SHOP BRIDGE CRANE
A1
D E
S
IG
N
/2
PRECAST CONC
RETAINER AND
VOID, SEE X/S-XXX
PRECAST CONC
WALL PANEL
S E
E S
C H
E D
GRADE BEAM SEE
PLAN AND SCHEDULE
EQ 7" EQ
2" CLR
SEE SCHED
ISOLATION JOINT
CONC SLAB ON
GRADE, SEE PLAN
TOSL SEE PLAN
TO GR BM
SEE PLAN
C L R
CAPILLARY WATER
BARRIER
VAPOR BARRIER
BOND BEAM
#4 DOWEL LAP
Lb AS REQ'D
#4@16" OC
8" 8"
S E
E P
L A
N
S E
E S
C H
E D
U L E
L A
P S
P L
IC
E
CONC SLAB ON
GRADE, SEE PLAN
TOSL SEE PLAN
CONT SLAB REINF NOT
SHOWN FOR CLARITY 4"
WIDTH
CMU 4"
(3) #4, CONT
TOSL SEE PLAN
COL
LINE
CONC SLAB ON
GRADE, SEE PLAN
1/2 EXP JOINT w/
SEALANT AT TOP
NOTE:
FOR INFORMATION NOT SHOWN, SEE SECTION A1/S-301.
#3 DOWEL x24" LG AT 12" OC AT
DOOR OPENINGS. PAINT AND
GREASE ONE END OF DOWEL
FROM JOINT TO DOWEL END.
ALL GREASED DOWEL ENDS TO
BE AT SAME SIDE OF JOINT
GRADE BEAM REINF
PER SCHEDULE
PRECAST WALL
PANEL, BEYOND
SEE PLAN
CAPILLARY WATER
BARRIER
VAPOR BARRIER
TO GR BM
SEE PLAN
PRECAST CONC
WALL PANEL
GRADE BEAM SEE
PLAN AND SCHEDULE
7"
1/2" EJ MATL
CONC SLAB ON
GRADE, SEE PLAN
#4@12" OC, EW
COL
LINE
SEE PLAN
CAPILLARY WATER
BARRIER
VAPOR BARRIER
PRECAST CONC
RETAINER AND
VOID, SEE X/S-XXX
TOSL SEE PLAN
CAPILLARY WATER
BARRIER
TO GR BM
SEE PLAN
SEE PLAN SEE PLAN
P L A
N
S E
E
S-301
D10
COL
LINE
COL
LINE
TO PVMT
SEE PLAN
1/2" EJ MATL
DOOR RAIL BY DOOR MFR
ANGLE BY DOOR MFR
BOLT w/ LEVELING
NUT BY DOOR MFR
SLOPE
SEE PLAN
HANGAR SLAB,
SEE PLANPVMT, SEE
CIVIL DWGS
ROUGHEN SURFACE
TO 1/4" MAGNITUDE
TOPPING SLAB TO
MATCH HANGAR PVMT #5@12" OC, EW
#8@15" OC, EW, T&B#3 DOWELS @ 18" OC, EW
w/ STD HOOK BOTH ENDS
CAPILLARY WATER
BARRIER
/2
C L R
3" CLR
PRECAST CONC
RETAINER AND
VOID, SEE X/S-XXX
PRECAST CONC
WALL PANEL
S E
E S
C H
E D
GRADE BEAM SEE
PLAN AND SCHEDULE
EQ 7" EQ
2" CLR
SEE SCHED
ISOLATION JOINT
CONC SLAB ON
GRADE, SEE PLAN
TOSL SEE PLAN
TO GR GM
SEE PLAN
C L R
CAPILLARY WATER
BARRIER
VAPOR BARRIER
PRECAST CONC
WALL PANEL
GRADE BEAM
BEYOND
7"EQ
1/2" EJ MATL
CONC SLAB ON
GRADE, SEE PLAN
#4@12" OC, EW
COL
LINE
SEE PLAN
PRECAST CONC
RETAINER AND
VOID, SEE X/S-XXX
TOSL SEE PLAN
TO PIER CAP
SEE PLAN
HANGAR SLAB,
SEE PLAN
STL COL, SEE
SCHED
PIER CAP, SEE PLAN
CAPILLARY WATER
BARRIER
VAPOR BARRIER
CAPILLARY WATER
BARRIER
HEAVY-DUTY WELDED
STEEL GRATING,
W-19-4 (2 1/2 x 3/8)
L3x2 1/2x1/4 CONT w/ 5/8" DIA x 0'-6" WHS @48" OC 1/4"x1 1/2 PL
CONT, TYP
PROVIDE SMOOTH
FINISH
3/16 1-12
3/16 1-12
TYP
DRAIN PIPE
BEYOND
2' - 5"
INSIDE
2' - 0" CLR
PVMT, SEE CIVIL
1/2 EXP JOINT w/
SEALANT AT TOP
NOTE:
FOR INFORMATION NOT SHOWN, SEE SECTION A1/S-301.
GRADE BEAM REINF
PER SCHEDULE
PRECAST WALL
PANEL, BEYOND
TOSL SEE PLAN
TO GR BM
SEE PLAN
#4@12" OC, EW
CAPILLARY WATER
BARRIER
VAPOR BARRIER
PRECAST CONC
RETAINER AND
VOID, SEE X/S-XXX
8" CMU WALL
S E
E S
C H
E D
GRADE BEAM SEE
PLAN AND SCHEDULE
EQ
2" CLR
SEE SCHED
CONC SLAB ON
GRADE, SEE PLAN
TOSL SEE PLAN
TO GR BM
SEE PLAN
C L R
1/2" EXP JT
MATL, TYP
S E
E S
C H
E D
L A
P S
P L
IC
E
EQ
CAPILLARY WATER
BARRIER
VAPOR BARRIER
AN
R P
M
E L
I
I R Y
N G
E S
I
D
NOT FOR
CONSTRUCTION
SCALE:
US Army Corps of Engineers
SHEET OF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
X
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
M A
R K
D E
S C
R
IP
T
IO
N
D A
T E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
A
B
C
D
E
F
G
H
J
2 3 4 5 6 7 8 9 10 11 12
300 West Vine Street Suite 1500 Lexington, KY 40507
(859) 252-9980
Mason and Hanger
1'-0" 2'-0" 4'-0"
3/4" = 1'-0"
S N
A L L
W B
V -2
-D
-0
W B
V -2
-D
-0
S-301
F O
U N
D A
T
IO
N S
E C
T
IO
N S
T
IN
K E
R A
IR
F
O R
C E
B A
S E
O
K
T U
L S
A D
IS
T
R
IC
T E
S
T S
T R
E E
T T
U L S
A O
K
-4
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
Z B
R O
W N
B R
E N
N E
R
C C
U N
N
IN
G H
A M
N O
V E
M B
E R
D E
S
IG
N
B O
M B
E R
A G
IL
E
C O
M M
O N
H A
N G
A R
W W
Y K
SCALE: 3/4" = 1'-0"
SECTION
A1
SCALE: 3/4" = 1'-0"
SECTION
D1
SCALE: 3/4" = 1'-0"
SECTION
A8
SCALE: 3/4" = 1'-0"
SECTION
A4
SCALE: 3/4" = 1'-0"
SECTION
D3
SCALE: 3/4" = 1'-0"
SECTION
G1
SCALE: 3/4" = 1'-0"
SECTION
G4
SCALE: 1 1/2" = 1'-0"
DETAIL
D10
SCALE: 3/4" = 1'-0"
SECTION
G7
SCALE:
6" 1' - 0" 2' - 0"
1 1/2" = 1' - 0"
SCALE: 3/4" = 1'-0"
SECTION
G10
D E
S
IG
N
/2
PIER CAP REINF,
SEE PLAN
TOPPING SLAB,
SEE PLAN
(2) #5 CONT
PRECAST CONC
WALL PANEL
COL
LINE
SEE PLAN
TOSL SEE PLAN
TO PIER CAP EL
= 98'-2"
TO PVMT
SEE CIVIL
C L R
VOID FORM
DRILLED PIER
STL COL AND BASE PL, SEE
SCHED
PIER REINF w/
TERMINATIONS,
SEE PLAN
T Y
P
' E M
B E
D
/2
C L R
PRECAST CONC
RETAINER AND
VOID, SEE X/S-XXX
PRESSURE INJECTED
GROUT
MAT FOUNDATION,
SEE PLAN
#5@12" OC, EW
#10 x1'-8" LONG
DOWELS @ 12" OC
VOID FORM
PAINT AND GREASE ONE
END OF DOWELS FROM
JOINT TO DOWEL END. ALL
GREASED DOWEL ENDS
TO BE AT THE SAME SIDE
OF JOINT
DOOR END PIER
CAP, SEE PLAN
COL
LINE
TO PIER CAP EL
= 98'-2"
TOSL SEE PLAN
PIER CAP REINF,
SEE PLAN
TOPPING SLAB,
SEE PLAN
#5@12" OC, EW
NOTE:
FOR INFORMATION NOT SHOWN, SEE A7/S-302
(2) #5 CONT
PRECAST CONC
WALL PANEL
COL
LINE
SEE PLAN
TOSL SEE PLAN
TO PIER CAP EL
= 98'-2"
TO PVMT
SEE CIVIL
DOOR RAIL BY DOOR MFR
ANGLE BY DOOR MFR
BOLT w/ LEVELING
NUT BY DOOR MFR
CONC SOG, SEE
PLAN
VAPOR BARRIER
CAPILLARY
WATER BARRIER
C L R
/2
COL
LINE
SEE PLAN
DRILLED PIER
VAPOR BARRIER
CAPILLARY
WATER BARRIER
CONC SLAB, SEE
PLAN
1/2" EXP JT MAT'L
CONC SLAB ON
GRADE, SEE PLAN
TOSL
SEE PLAN
8" CMU WALL
FULLY GROUTED
w/ #6@16" VERT
DOWEL SIZE AND SPACING
TO MATCH VERT WALL REINF
S P
L
IC
E S
C H
E D
S E
E L
A P
PRECAST CONC
WALL PANEL
S E
E S
C H
E
D GRADE BEAM SEE
PLAN AND SCHEDULE
7" 10"
2" CLR
SEE SCHED
2" EJ MATL
CONC SLAB ON
GRADE, SEE PLAN
#4@12" OC, EW
C L R
SEE PLAN
S E
E S
C H
E D
L A
P S
P L
IC
E
2"
COL
LINE
8" CMU WALL FULLY
GROUTED w/ #6@16" VERT
CAPILLARY WATER
BARRIER
VAPOR BARRIER
PRECAST CONC
RETAINER AND
VOID, SEE X/S-XXX
TOSL SEE PLAN
CAPILLARY WATER
BARRIER
TO GR BM
SEE PLAN
M.1
2.6 10' - 9 1/2"
2' - 7 1/2" 7' - 6"
S L O
P E
D N
SLOPE
DN
PRECAST CONC
RETAINER AND
VOID, SEE X/S-XXX
PRECAST CONC
WALL PANEL
S E
E S
C H
E D
GRADE BEAM SEE
PLAN AND SCHEDULE
EQ 7" EQ
2" CLR
SEE SCHED
ISOLATION JOINT
CONC SLAB ON
GRADE, SEE PLAN
TOSL SEE PLAN
TO GR BM
SEE PLAN
C L R
CAPILLARY WATER
BARRIER
VAPOR BARRIER
#4@12" OC, EW, EF
AN
R P
M
E L
I
I R Y
N G
E S
I
D
NOT FOR
CONSTRUCTION
SCALE:
US Army Corps of Engineers
SHEET OF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
X
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
M A
R K
D E
S C
R
IP
T
IO
N
D A
T E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
A
B
C
D
E
F
G
H
J
2 3 4 5 6 7 8 9 10 11 12
300 West Vine Street Suite 1500 Lexington, KY 40507
(859) 252-9980
Mason and Hanger
1'-0" 2'-0" 4'-0"
3/4" = 1'-0"
S N
A L L
W B
V -2
-D
-0
W B
V -2
-D
-0
S-302
F O
U N
D A
T
IO
N S
E C
T
IO
N S
T
IN
K E
R A
IR
F
O R
C E
B A
S E
O
K
T U
L S
A D
IS
T
R
IC
T E
S
T S
T R
E E
T T
U L S
A O
K
-4
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
Z B
R O
W N
B R
E N
N E
R
C C
U N
N
IN
G H
A M
N O
V E
M B
E R
D E
S
IG
N
B O
M B
E R
A G
IL
E
C O
M M
O N
H A
N G
A R
W W
Y K
SCALE: 3/4" = 1'-0"
SECTION
D1
SCALE: 3/4" = 1'-0"
SECTION
A7
SCALE: 3/4" = 1'-0"
SECTION
A1
SCALE: 3/4" = 1'-0"
SECTION
D4
SCALE: 3/4" = 1'-0"
SECTION
D7
SCALE: 1/2" = 1'-0"
ENLARGED ELEVATOR FOUNDATION PLAN
G1
SCALE: 3/4" = 1'-0"
SECTION
D10
D E
S
IG
N
/2
MTL ROOF DECK,
SEE PLAN
COL
LINE
1/4"x9"x3" BENT
PL, CONT
INSULATED MTL PANEL,
SEE ARCH
HSS3 1/2X3 1/2X1/4
OUTLOOKERS AT
5'-0" OC, MAX
C6 HANGAR, SEE
ELEVATIONS
C10 CLADDING
SUPPORT, SEE
ELEVATIONS
STL BM, SEE PLAN
HSS3 1/2x3 1/2X1/4
BTWN OUTRIGGERS
HSS7X3X1/4 BTWN
OUTRIGGERS
SEE PLAN
STL BM,
SEE PLAN
1/4
1/4 2-12
1/4
MTL ROOF DECK,
SEE PLAN
COL
LINE
1/4"x9"x3" BENT
PL, CONT
INSULATED MTL PANEL,
SEE ARCH
HSS3 1/2X3 1/2X1/4
OUTLOOKERS AT
5'-0" OC, MAX
HANGER, SEE
CLADDING SUPPORT
ELEVATIONS
STL BM, SEE PLAN
CHANNEL, SEE
CLADDING SUPPORT
ELEVATIONS, TYP
SEE PLAN
L3X3X1/4 DIAG BRACE
@ EA OUTLOOKER
1/4
1/4
MTL ROOF DECK,
SEE PLAN
COL
LINE
1/4"x9"x3" BENT
PL, CONT
INSULATED MTL PANEL,
SEE ARCH
HSS3 1/2X3 1/2X1/4
OUTLOOKERS AT
5'-0" OC, MAX
STL BM, SEE
PLAN
SEE PLAN L3X3X1/4 DIAG BRACE
@ EA OUTLOOKER
1/4
1/4
CONT 800T250-97,
FASTEN TO EA
OUTLOOKER w/ (2) 0.157" DIA PAFs
VERT CLADDING
SUPPORT, SEE
CLADDING SUPPORT
ELEVATIONS
TRUSS TOP CHORD,
SEE PROFILE
L6X6X5/16 ES OF VERT
CLADDING SUPPORT
INSULATED MTL
PANEL, SEE ARCH
VERT CLADDING
SUPPORT, SEE
CLADDING SUPPORT
ELEVATIONS
TRUSS BOTTOM CHORD,
SEE TRUSS FRAMING
ELEVATION
L6X6X3/8 ES OF VERT
CLADDING SUPPORT
MEMBER
CHANNEL GIRT FLANGES
ALIGN OUTSIDE OF VERT
STUDS w/ OUTSIDE
COL
LINE
(2) 0.157" DIA PAFs
1/4 12
1/4 12
/2
SECTION A-A
A
A
B B
SECTION B-B
STL BM, SEE PLAN
COL
LINE
INSULATED MTL
PANEL, SEE ARCH
VERT CLADDING
SUPPORT, SEE
CLADDING SUPPORT
ELEVATIONS
ANGLE AND
CONN PER
D1/S-311
3/16 4
3/16 4
HANGER, SEE
ELEVATION
800S250-68 @ 4'-0" OC
800T200-68, CONT.
FASTEN TO EA BM w/
(4) 0.157" DIA PAFs
(6) #10 SCREWS, TYP
AN
R P
M
E L
I
I R Y
N G
E S
I
D
NOT FOR
CONSTRUCTION
SCALE:
US Army Corps of Engineers
SHEET OF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
X
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
M A
R K
D E
S C
R
IP
T
IO
N
D A
T E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
A
B
C
D
E
F
G
H
J
2 3 4 5 6 7 8 9 10 11 12
300 West Vine Street Suite 1500 Lexington, KY 40507
(859) 252-9980
Mason and Hanger
6" 1'-0" 2'-0"
1" = 1'-0"
S N
A L L
W B
V -2
-D
-0
W B
V -2
-D
-0
S-311
F R
A M
IN
G
S E
C T
IO
N
S
T
IN
K E
R A
IR
F
O R
C E
B A
S E
O
K
T U
L S
A D
IS
T
R
IC
T E
S
T S
T R
E E
T T
U L S
A O
K
-4
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
Z B
R O
W N
B R
E N
N E
R
C C
U N
N
IN
G H
A M
N O
V E
M B
E R
D E
S
IG
N
B O
M B
E R
A G
IL
E
C O
M M
O N
H A
N G
A R
W W
Y K
SCALE: 1" = 1'-0"
SECTION
A1
SCALE: 1" = 1'-0"
SECTION
A5
SCALE: 1" = 1'-0"
SECTION
A8
SCALE: 1" = 1'-0"
SECTION
D1
SCALE: 1" = 1'-0"
SECTION
D5
D E
S
IG
N
/2
STL BM, SEE PLAN
CONC SLAB ON MTL
DECK, SEE PLAN
PC PANEL,
BY PC MFR
1/4"x5 1/2"x4"
CONT BENT PL
EMBED PL w/ WELDED
STUDS BY PC MFR
OPTIONAL
ERECTION ANGLE
1/2" DIA x 4" LONG
HEADED WELDED
STUD @ 2'-0" OC
1/4
1/4
TOS EL
SEE PLAN
CONC SLAB ON MTL
DECK, SEE PLAN
PC PANEL,
BY PC MFR
1/4"x5 1/2"x4"
CONT BENT PL
1/2" DIA x 4" LONG
HEADED WELDED
STUD @ 2'-0" OC
TOSL EL
SEE PLAN
STL BM, SEE PLAN
CONC SLAB ON MTL
DECK, SEE PLAN
PC PANEL,
BY PC MFR
1/4"x5 1/2"x4"
CONT BENT PL
EMBED PL w/ WELDED
STUDS BY PC MFR
OPTIONAL
ERECTION ANGLE
1/2" DIA x 4" LONG
HEADED WELDED
STUD @ 2'-0" OC
1/4
1/4
TOS EL
SEE PLAN
STL BM,
SEE PLAN
CONC SLAB ON MTL
DECK, SEE PLAN
TOS EL
SEE PLAN
#5@12" OC x5'-0" LONG, CENTERED OVER
STEEL GIRDER
COL
LINE
STL BM,
SEE PLAN
CONC SLAB ON MTL
DECK, SEE PLAN
TOS EL
SEE PLAN
L5 1/2x5 1/2x5/16, CONT, TYP
STL COL,
SEE PLAN
COL
LINE
1/2" TYP
STL BM,
SEE PLAN
CONC SLAB ON MTL
DECK, SEE PLAN
3/16
TYP
TOS EL
SEE PLAN
L5 1/2x5 1/2x5/16, CONT, TYP
COL
LINE
STL COL,
SEE PLAN
1/2" TYP
E.7
MTL ROOF
DECK, SEE PLAN
STL BM,
SEE PLAN
CFS STUD,
SEE ARCH
3/16
3/16
TYP
1/4"x8"x4" (LLV)
BENT PL, CONT
4 1/4" 1' - 1 3/4"
STL BM,
SEE PLAN
CONC SLAB ON MTL
DECK, SEE PLAN
1/4"x5 1/2"x1'-1 1/2"
CONT BENT PL
1/2" DIA x 4" LONG
HEADED WELDED
STUD @ 2'-0" OC
1/4
1/4 BENT PL TO
BM
AN
R P
M
E L
I
I R Y
N G
E S
I
D
NOT FOR
CONSTRUCTION
SCALE:
US Army Corps of Engineers
SHEET OF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
X
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
M A
R K
D E
S C
R
IP
T
IO
N
D A
T E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
A
B
C
D
E
F
G
H
J
2 3 4 5 6 7 8 9 10 11 12
300 West Vine Street Suite 1500 Lexington, KY 40507
(859) 252-9980
Mason and Hanger
6" 1'-0" 2'-0"
1 1/2" = 1'-0"
S N
A L L
W B
V -2
-D
-0
W B
V -2
-D
-0
S-321
F R
A M
IN
G
S E
C T
IO
N
S
T
IN
K E
R A
IR
F
O R
C E
B A
S E
O
K
T U
L S
A D
IS
T
R
IC
T E
S
T S
T R
E E
T T
U L S
A O
K
-4
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
Z B
R O
W N
B R
E N
N E
R
C C
U N
N
IN
G H
A M
N O
V E
M B
E R
D E
S
IG
N
B O
M B
E R
A G
IL
E
C O
M M
O N
H A
N G
A R
W W
Y K
SCALE: 1 1/2" = 1'-0"
SECTION
A1
SCALE: 1 1/2" = 1'-0"
SECTION
A5
SCALE: 1 1/2" = 1'-0"
SECTION
D1
SCALE: 1 1/2" = 1'-0"
SECTION
B9
SCALE: 1 1/2" = 1'-0"
SECTION
D5 SCALE: 1 1/2" = 1'-0"
SECTION
D9
SCALE: 1 1/2" = 1'-0"
SECTION
G1
D E
S
IG
N
/2
TOW EL
SEE ELEVATIONS
PC PANEL
BY PC MFR
1/4"x5"x5" CONT
BENT PL
JST BRG EL
SEE PLAN
MTL ROOF
DECK, SEE PLAN
STL JST,
SEE PLAN
EMBED PL w/ WELDED
STUDS BY PC MFR
L6x6x3/8" x8" LONG
3/16
3 SIDES
3/16
3/8" STIF PL
3/16
3/16 4
3/8"x8"x10" STL PL @ 4'-0" OC w/ (4) 3/4" DIA STUDS w/ 4 3/16"
EMBEDMENT
/2
CHANNEL GIRT,
SEE ELEVATIONS
TOW EL
SEE ELEVATIONS
PC PANEL
BY PC MFR
1/4"x5"x5" CONT
BENT PL
JST BRG EL
SEE PLAN
MTL ROOF
DECK, SEE PLAN
STL JST,
SEE PLAN
EMBED PL w/ WELDED
STUDS BY PC MFR
L6x6x3/8" x8" LONG
3/16
3 SIDES
3/16
3/8" STIF PL
3/16
3/16 4
3/8"x7"x10" STEEL PL @ 4'-0" OC w/ (4) 3/4" DIA STUDS w/ 4 3/16"
EMBEDMENT
1 1/2" BLDG EXP JT
PC PANEL,
BY PC MFR
EMBED PL w/ WELDED
STUDS BY PC MFR
MTL ROOF
DECK, SEE PLAN
TOW EL
SEE ELEVATIONS
TOS EL
SEE PLAN
3/8"x8"x10" STL PL @ 4'-0" OC w/ (4) 3/4" DIA STUDS w/ 4
3/16" EMBEDMENT
3/16 4
3/16 4
1/4"x5"x5" CONT
BENT PL, SLOPED
STL JST, SEE PLAN
STL BM, SEE PLAN
OPTIONAL
ERECTION ANGLE
CONNECTION BY
PC MFR
TOS EL
SEE PLAN
WP
COL
LINE
MTL ROOF
DECK, SEE PLAN
STL BM,
SEE PLAN
STL JST,
SEE PLAN
1/4" BENT PL
STL JST,
SEE PLAN
/2
TOS EL
SEE PLAN
WP
COL
LINE MTL ROOF
DECK, SEE PLAN
STL BM,
SEE PLAN
STL JST,
SEE PLAN
STL JST,
SEE PLAN
/2
L.3
WP
MTL ROOF
DECK, SEE PLAN
STL BM,
SEE PLAN STL JST,
SEE PLAN
1/4"x4"x4" BENT
PL, CONT
STL JST,
SEE PLAN
TOS EL
SEE PLAN
1/2" COL CAP PL
STL COL,
SEE SCHED
/2
8" CMU BB w/
(2) #5 BOT
STL BM, SEE PLAN
L3x3x1/4 DIAG BRACE
@ 6'-0" OC, MAX
STL JST, SEE
PLAN
STL JST, SEE
PLAN
MTL ROOF DECK,
SEE PLAN
8" CMU WALL
DIAG BRACE,
SEE ELEV ON
SHEET S-512
L8x6x1/2" (LLV), CONT. FASTEN TO CMU WALL w/ 1/2" DIA x4
1/2" EMBED EPOXY ANCHORS
CENTERED IN VERTICAL 1 1/2"
SLOTTED HOLES @ 16" OC
1/4
BOS SEE PLAN
COL
LINE
STL BM, SEE PLAN
AN
R P
M
E L
I
I R Y
N G
E S
I
D
NOT FOR
CONSTRUCTION
SCALE:
US Army Corps of Engineers
SHEET OF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
X
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
M A
R K
D E
S C
R
IP
T
IO
N
D A
T E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
A
B
C
D
E
F
G
H
J
2 3 4 5 6 7 8 9 10 11 12
300 West Vine Street Suite 1500 Lexington, KY 40507
(859) 252-9980
Mason and Hanger
6" 1'-0" 2'-0"
1 1/2" = 1'-0"
S N
A L L
W B
V -2
-D
-0
W B
V -2
-D
-0
S-331
F R
A M
IN
G
S E
C T
IO
N
S
T
IN
K E
R A
IR
F
O R
C E
B A
S E
O
K
T U
L S
A D
IS
T
R
IC
T E
S
T S
T R
E E
T T
U L S
A O
K
-4
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
Z B
R O
W N
B R
E N
N E
R
C C
U N
N
IN
G H
A M
N O
V E
M B
E R
D E
S
IG
N
B O
M B
E R
A G
IL
E
C O
M M
O N
H A
N G
A R
W W
Y K
SCALE: 1 1/2" = 1'-0"
SECTION
A1
SCALE: 1 1/2" = 1'-0"
SECTION
A5
SCALE: 1 1/2" = 1'-0"
SECTION
E1
SCALE: 1 1/2" = 1'-0"
SECTION
G5
SCALE: 1 1/2" = 1'-0"
SECTION
E5
SCALE: 1 1/2" = 1'-0"
SECTION
B9
SCALE: 1 1/2" = 1'-0"
SECTION
E8
D E
S
IG
N
/2
L.3
WP
MTL ROOF
DECK, SEE PLAN
STL BM,
SEE PLAN
1/4" BENT PL
STL JST,
SEE PLAN
TOS EL
SEE PLAN
1/2" COL CAP PL
STL JST,
SEE PLAN
/2
E.7
PLAN
SEE SEE PLAN
TOW EL
SEE ARCH
MTL ROOF
DECK, SEE PLAN
STL JST,
SEE PLAN
3/16
3/16
TYP
STL BM,
SEE PLAN
SLIP CONNECTION
BY CONTRACTOR'S
CFS ENGINEER
CFS STUD,
SEE ARCH
1/4"x8"x5" (LLV)
BENT PL, CONT
TOS VARIES
L2X2X1/4 @ 4'-0" OC
3/16
3/16
TYP
1.5
OPERABLE PARTITION AND
CONNECTION TO STRUCTURE BY
OTHERS, SEE ARCH FOR DETAILS
C10X30, SEE PLAN
BOS EL = 130' - 11"
STL JST, SEE PLAN
MTL ROOF DECK,
SEE PLAN
STL BM, SEE PLAN
L3X3X1/4 @ 3'-0" OC1/4
1/4
1/4
3/8" GUSSET PL
AN
R P
M
E L
I
I R Y
N G
E S
I
D
NOT FOR
CONSTRUCTION
SCALE:
US Army Corps of Engineers
SHEET OF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
X
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
M A
R K
D E
S C
R
IP
T
IO
N
D A
T E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
A
B
C
D
E
F
G
H
J
2 3 4 5 6 7 8 9 10 11 12
300 West Vine Street Suite 1500 Lexington, KY 40507
(859) 252-9980
Mason and Hanger
6" 1'-0" 2'-0"
1 1/2" = 1'-0"
S N
A L L
W B
V -2
-D
-0
W B
V -2
-D
-0
S-332
F R
A M
IN
G
S E
C T
IO
N
S
T
IN
K E
R A
IR
F
O R
C E
B A
S E
O
K
T U
L S
A D
IS
T
R
IC
T E
S
T S
T R
E E
T T
U L S
A O
K
-4
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
Z B
R O
W N
B R
E N
N E
R
C C
U N
N
IN
G H
A M
N O
V E
M B
E R
D E
S
IG
N
B O
M B
E R
A G
IL
E
C O
M M
O N
H A
N G
A R
W W
Y K
SCALE: 1 1/2" = 1'-0"
SECTION
B9
SCALE: 1 1/2" = 1'-0"
SECTION
A5
SCALE: 1 1/2" = 1'-0"
SECTION
A1
D E
S
IG
N
/2
1.5
L.5
K.2
L.3
2.6
34' - 0" 6' - 8" 10' - 8"
8 1/2"
6' - 8"
@ 6'-8" OC
W16X26 [12] 6' - 8" 5' - 3"
W X
[8
W X
[8
TOSL EL = 115' - 8"
A1
S-411
A1
S-411
A5
S-411
A5
S-411
SIM
51' - 4"
M
N
L.4
N.1
5.8
M.1
7' - 9"
7' - 9" 6' - 11 1/2"
@ 6'-11 1/2" OC
W12X14 [8]
6' - 11 1/2"
@ 6'-11 1/2" OC
W12X14 [8]
15' - 9" 28' - 8"
2" 44' - 5" 2"
/4
A1
S-411
A1
S-411
A5
S-411
A5
S-411
SIM
SIM
W X
[1
W X
[6
W X
[6
W X
[8
W12X19 [8] W21X44 [20]
INDICATES SPAN DIRECTION OF 2"
COMPOSITE METAL DECK w/ 4 1/2" LIGHT
WEIGHT CONCRETE (6 1/2" TOTAL
THICKNESS) REINFORCED w/ #3@12" EW
CENTERED IN SLAB.
INDICATES NUMBER OF 3/4" DIA x4" LONG
WELDED STUDS. SEE GENERAL NOTES
FOR SPACING REQUIREMENTS.
LEGEND
[XX]
AN
R P
M
E L
I
I R Y
N G
E S
I
D
NOT FOR
CONSTRUCTION
N
PLAN
NORTH
SCALE:
US Army Corps of Engineers
SHEET OF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
X
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
M A
R K
D E
S C
R
IP
T
IO
N
D A
T E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
A
B
C
D
E
F
G
H
J
2 3 4 5 6 7 8 9 10 11 12
300 West Vine Street Suite 1500 Lexington, KY 40507
(859) 252-9980
Mason and Hanger
2'-0" 4'-0" 8'-0"
1/4" = 1'-0"
S N
A L L
W B
V -2
-D
-0
W B
V -2
-D
-0
S-401
E N
L A
R G
E D
S T
O R
M S
H E
L T
E R
R O
O F
F R
A M
IN
G
P L A
N S
T
IN
K E
R A
IR
F
O R
C E
B A
S E
O
K
T U
L S
A D
IS
T
R
IC
T E
S
T S
T R
E E
T T
U L S
A O
K
-4
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
Z B
R O
W N
B R
E N
N E
R
C C
U N
N
IN
G H
A M
N O
V E
M B
E R
D E
S
IG
N
B O
M B
E R
A G
IL
E
C O
M M
O N
H A
N G
A R
W W
Y K
SCALE: 1/4" = 1'-0"
ENLARGED STORM SHELTER ROOF FRAMING PLAN - AREA A
F1
SCALE: 1/4" = 1'-0"
ENLARGED STORM SHELTER ROOF FRAMING PLAN - AREA B
A1
GENERAL SHEET NOTES
1 REFER TO S-001 AND S-002 FOR GENERAL
NOTES, DESIGN CRITERIA AND
ABBREVIATIONS.
2 TOP OF STEEL ELEVATION = 115'-1 1/2"
UNO, AND IS REFERENCED FROM TOP OF
FINISHED FIRST FLOOR ELEVATION
(100'-0").
D E
S
IG
N
/2
1.5
L.3
J.9
M.4
5' - 5" 3' - 11"
H S
S X
X
/4
L S
V
(1
/2
H S
S X
X
/4
L S
V
(1
/2
HSS4X4X1/4
HANGERS, TYP
G
A7
S-402
H S
S X
X
/4
L S
V
(1
/2
H S
S X
X
/4
L S
V
(1
/2
INDICATES SPAN DIRECTION OF 1 1/4"x3/16"
BAR GRATING.
LEGEND
G
L2x2x1/4, CONT L2x2x1/4, CONT
STL HSS BM,
SEE PLAN
STL HSS BM,
SEE PLAN
STL BAR GRATING,
SEE PLAN
STL HSS HANGER,
SEE PLAN
STL HSS HANGER,
SEE PLAN
STL BM, SEE PLAN
GUARDRAIL, SEE
ARCH
/4
TOS SEE PLAN
AN
R P
M
E L
I
I R Y
N G
E S
I
D
NOT FOR
CONSTRUCTION
N
PLAN
NORTH
SCALE:
US Army Corps of Engineers
SHEET OF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
X
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
M A
R K
D E
S C
R
IP
T
IO
N
D A
T E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
A
B
C
D
E
F
G
H
J
2 3 4 5 6 7 8 9 10 11 12
300 West Vine Street Suite 1500 Lexington, KY 40507
(859) 252-9980
Mason and Hanger
2'-0" 4'-0" 8'-0"
1/4" = 1'-0"
S N
A L L
W B
V -2
-D
-0
W B
V -2
-D
-0
S-402
E N
L A
R G
E D
C A
T W
A L K
F R
A M
IN
G
P L A
N A
N D
S E
C T
IO
N
T
IN
K E
R A
IR
F
O R
C E
B A
S E
O
K
T U
L S
A D
IS
T
R
IC
T E
S
T S
T R
E E
T T
U L S
A O
K
-4
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
Z B
R O
W N
B R
E N
N E
R
C C
U N
N
IN
G H
A M
N O
V E
M B
E R
D E
S
IG
N
B O
M B
E R
A G
IL
E
C O
M M
O N
H A
N G
A R
W W
Y K
SCALE: 1/4" = 1'-0"
ENLARGED CATWALK FRAMING PLAN
A4
GENERAL SHEET NOTES
1 REFER TO S-001 AND S-002 FOR GENERAL
NOTES, DESIGN CRITERIA AND
ABBREVIATIONS.
2 TOP OF STEEL ELEVATION IS NOTED AS
(XXX'-XX") AND INDICATES TOP OF STEEL
ELEVATION REFERENCED FROM TOP OF
FINISHED FIRST FLOOR ELEVATION
(100'-0").
SCALE: 1 1/2" = 1'-0"
SECTION
A7
D E
S
IG
N
/2
8" CMU WALL w/ #6
@16" VERT
8" CMU BB w/ (2) #6, CONT
PROVIDE (2) 3/4" DIA SHEAR STUDS
CENTERED OVER EACH SIDE OF
BEAM WEB 12" MAX OC ALONG
ENTIRE LENGTH OF EACH BEAM TYP
W-SHAPE BEAM,
SEE PLAN
CONC SLAB ON
MTL DECK, SEE
SHEET NOTES
CUT CMU AS REQD TO
PROVIDE FULL BB ABOVE
CMU FACE SHELL
L6X6X3/8, CONT
TOSL
SEE PLAN
1/4 3
1/2"x5"x12" BRG PL ON
1" NON-SHRINK GROUT
w/ (2) 3/4" DIA x12" LONG
ANCHOR RODS
1/4
1/2" DBA 1'-7" LONG @ 2'-0"
CONC SLAB ON MTL
DECK, SEE PLAN
L6X6X3/8, CONT w/
1/2" DIA HEADED
STUD @ 4'-0" OC, TYP
TOSL
SEE PLAN
8" CMU WALL w/ #6
@16" VERT
8" CMU BB w/ (2) #6, CONT
CUT CMU AS REQD TO
PROVIDE FULL BB ABOVE
1/2" DBA 1'-7"
LONG @ 2'-0"
AN
R P
M
E L
I
I R Y
N G
E S
I
D
NOT FOR
CONSTRUCTION
SCALE:
US Army Corps of Engineers
SHEET OF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
X
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
M A
R K
D E
S C
R
IP
T
IO
N
D A
T E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
A
B
C
D
E
F
G
H
J
2 3 4 5 6 7 8 9 10 11 12
300 West Vine Street Suite 1500 Lexington, KY 40507
(859) 252-9980
Mason and Hanger
6" 1'-0" 2'-0"
1" = 1'-0"
S N
A L L
W B
V -2
-D
-0
W B
V -2
-D
-0
S-411
S T
O R
M S
H E
L T
E R
S E
C T
IO
N
S
T
IN
K E
R A
IR
F
O R
C E
B A
S E
O
K
T U
L S
A D
IS
T
R
IC
T E
S
T S
T R
E E
T T
U L S
A O
K
-4
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
Z B
R O
W N
B R
E N
N E
R
C C
U N
N
IN
G H
A M
N O
V E
M B
E R
D E
S
IG
N
B O
M B
E R
A G
IL
E
C O
M M
O N
H A
N G
A R
W W
Y K
SCALE: 1" = 1'-0"
SECTION
A1
SCALE: 1" = 1'-0"
SECTION
A5
D E
S
IG
N
/2
PLAN AT CORNER PLAN AT INTERSECTION
ADD CORNER BAR
TO MATCH
FTG/WALL REINF
ADD CORNER BAR
TO MATCH
FTG/WALL REINF
REINF CONT THROUGH
INTERSECTION
SEE SCHEDULE
LAP SPLICE
SEE SCHEDULE
LAP SPLICE
S E
E S
C H
E D
U L E
L A
P S
P L
IC
E
D
60 BAR Ø60 BAR Ø
GRADE BM
2x4 KEYWAY, TYP
COL, TYP DOWELS OF SAME
NUMBER & SIZE
AS GR BM REINF
40 BAR Ø + HK 60 BAR Ø
PIER CAP, TYP
DOWELS OF SAME
NUMBER & SIZE AS
GR BM REINF
TOP OF PIER
CAP AND GR
BM AT SAME
ELEV, TYP
EXTERIOR INTERIOR
NOTE:
* CONTRACTOR HAS THE OPTION OF PROVIDING CONTINUOUS
UNSPLICED REINFORCING FROM PIER CAP TO PIER CAP IF HE
IS ABLE TO PLACE, MAINTAIN, PROTECT & POUR THE CAP &
GR BM.
SCHEDULED
GRADE BEAM
REINF, TYP
STD 90° HK,
TYP
D /3
D /3
D /3
D
3"3" 3"3"
FIRST POUR SECOND POUR
(2) ADDITIONAL
STIRRUPS EA SIDE
OF JT
ALL SECHEDULE BM REINF
CONTINUOUS THRU JT1 1/2"
KEY FULL
WIDTH OF BM
(1) #6 EW FOR MEMBERS UP TO 8" WIDE
(2) #6 EW FOR MEMBERS 8" TO 20 " WIDE
(3) #6 EW FOR MEMBERS 20" TO 40" WIDE
(6) #6 EW FOR MEMBERS WIDER THAN 40"
NOTES:
1. OBTAIN APPROVAL FROM ENGINEER FOR EACH PROPOSED BEAM CONSTRUCTION
JOINT LOCATION PRIOR TO CONSTRUCTION. INDICATE PROPOSED CONSTRUCTION
JOINT LOCATIONS ON REINFORCING STEEL SHOP DRAWINGS.
2. CONSTRUCTION JOINT SHALL BE LOCATED WITHIN THE MIDDLE 1/3 OF THE SPAN.
1' - 0" 1' - 0"
STD WEIGHT GALVANIZED PIPE
SLEEVE FLUSH w/ FACE OF BM.
MAX DIAMETER = D/3
C L S
L E
E V
E
ADD (2) #5 T&B
D E
P T
H
D
B M
BM REINF,
SEE SCHED
(3) ADDITIONAL STIRRUPS
EA SIDE OF SLEEVE
MAX
1/6 SPAN LENGTH
CL CLSLEEVE BM SPAN
NOTES:
1. OBTAIN APPROVAL FROM ENGINEER FOR EACH PROPOSED BEAM SLEEVE
LOCATION PRIOR TO CONSTRUCTION. INDICATE LOCATION OF SLEEVES ON
REINFORCING STEEL SHOP DRAWINGS.
2. BEAM SLEEVE SHALL BE LOCATED WITHIN THE MIDDLE 1/3 OF THE SPAN.
1' - 0"
3" 3"
2" CLR
1/4" WIDE SAWCUT,
FILL w/ SEALER
CONC SLAB,
SEE PLAN
FF EL
SEE PLAN
VAPOR BARRIER
CAPILLARY
WATER BARRIER
d /4
'd
ROUGHENED
CONST JT
CONC SLAB,
SEE PLAN
FF EL
SEE PLAN
VAPOR BARRIER
CAPILLARY
WATER BARRIER
1" ⌀ x 1'-6" DOWEL
@ 12" OC MID-DEPTH,
GREASE ONE END
8" SLAB CONTROL JOINT (CJ) 8" SLAB CONSTRUCTION
JOINT (CONST JT)
d /3 d /3
C J
CJ
C J
SLAB ON GRADE JTS
DISCONTINUOUS AT
INTERSECTION WITH
PERP JT
(2) #4 x 4'-0", 2" CLR
FROM TOP OF SLAB
EDGE OF SLAB
(2) #4 x 4'-0" ADDL
AT ALL RE-ENTRANT
CORNERS NOT
ALIGNED WITH CJ
RE-ENTRANT
CORNER
4"
2"
TOOLED CJ, TYP
AT COL CORNERS
1/2" EXP JT MATL AT
FACE OF WALL
STL COL, SEE
SCHED FOR SIZE
4" TYP
CONTROL JT OR
CONST JT
.0
0°
1/2" EXP JT MATL
COL
LINE
COL
LINE
COL
LINE
COL
LINE
CONCRETE
AFTERPOUR
CONCRETE
AFTERPOUR
STAIR STRINGER
1' - 6"
(2) #5 CONT
THICKENED
SLAB AT STAIR
NOTE:
CENTER THICKENED SLAB ON STAIR STRINGER
CONNECTION. EXTEND THICKENED SLAB 1'-0" PAST
STRINGER EACH SIDE OF STAIR.
L A
P
" M
IN
PER SCHEDULE
DIAMETER
TO HOOP
3" CLR
CIRCULAR TIES
(STAGGER ADJACENT
LAP SPLICES 180
DEGREES)
M A
X
M
IN
PIER DIAMETER
S E
E S
C H
E D
U L E
L O
W E
R T
IE
S
P A
C
IN
G
S E
E S
C H
E D
U L E
T O
P T
IE
S
P A
C
IN
G
P
IE
R C
A P
D E
T A
IL
S
D E
P T
H S
E E
R E
F E
R T
O F
O U
N D
A T
IO
N
N O
T E
S O
N S
-0
P
IE
R S
H A
F T
L E
N G
T H
C L R
CL PIER
(2) #4 TIES @ 3" OC
TERMINATORS
#4 TIES @ 6" OC
PIER CAP, SEE PLANS
ROUGHEN PIER TO
PIER CAP SURFACE
TO 1/4" AMPLITUDE
TIES. REFER TO PIER
SCHEDULE FOR SIZE
AND SPACING
VERT REINFORCING
PIER SHAFT
TOP TIES
LOWER
TIES
NOTES:
1. VERTICAL BARS TO BE AT EQUAL SPACING AROUND PIER
PERIMETER.
2. PROVIDE 1 1/2" MINIMAL CLEAR SPACING BETWEEN ANCHOR
BOLTS AND PIER VERTICAL BARS.
3. PROVIDE CASING FOR PIER INSTALLATION AS REQUIRED.
TO PIER CAP SEE PLAN
TO PIER SEE PLAN
FF EL
SEE PLAN
FD
VAPOR BARRIERCAPILLARY
WATER BARRIER
CONC SLAB,
SEE PLAN
NOTES:
1. SET UP DRAIN AS REQUIRED TO RECEIVE FLOOR FINISH. SEE ARCH DRAWINGS.
2. SEE ARCH AND MECH DRAWINGS FOR SIZE AND LOCATION OF FLOOR DRAINS.
/2
" UNO
2' - 0" RADIUS
FD
SLOPESLOPE
CL
TYP
1 1/2" CLR
M
IN
A S
R E
Q D
CONC SLAB
6x6-W1.4xW1.4
WWR, 1 1/2" CLR
TOP
#4 DOWELS @16" OC,
DRILL AND EPOXY AROUND
PERIMETER OF PAD.
PROVIDE MIN OF ONE AT
EA CORNER OF PAD
NOTE:
SEE OTHER TRADE'S DRAWINGS & SPECS FOR SIZE & LOCATION
MIN
6"
MIN
6"
EQUIPMENT
AN
R P
M
E L
I
I R Y
N G
E S
I
D
NOT FOR
CONSTRUCTION
US Army Corps of Engineers
SHEET OF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
X
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
M A
R K
D E
S C
R
IP
T
IO
N
D A
T E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
A
B
C
D
E
F
G
H
J
2 3 4 5 6 7 8 9 10 11 12
300 West Vine Street Suite 1500 Lexington, KY 40507
(859) 252-9980
Mason and Hanger
S N
A L L
W B
V -2
-D
-0
W B
V -2
-D
-0
S-501
T Y
P
IC
A L F
O U
N D
A T
IO
N
D E
T A
IL
S
T
IN
K E
R A
IR
F
O R
C E
B A
S E
O
K
T U
L S
A D
IS
T
R
IC
T E
S
T S
T R
E E
T T
U L S
A O
K
-4
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
Z B
R O
W N
B R
E N
N E
R
C C
U N
N
IN
G H
A M
N O
V E
M B
E R
D E
S
IG
N
B O
M B
E R
A G
IL
E
C O
M M
O N
H A
N G
A R
W W
Y K
SCALE: NTS
TYPICAL FOUNDATION AND WALL DETAILS
E1
SCALE: NTS
TYPICAL GRADE BEAM AT PIER CAP
E5
SCALE: NTS
TYPICAL CONCRETE BEAM CONSTRUCTION JOINT
G1
SCALE: NTS
TYPICAL SLEEVE THROUGH CONCRETE BEAM
C1
SCALE: NTS
TYPICAL SLAB JOINTS
C4
SCALE: NTS
TYPICAL SLAB JOINT INTERSECTIONS
A1
SCALE: NTS
TYPICAL SLAB ON GRADE JOINTS AT STEEL COLUMNS
A5
SCALE: NTS
TYPICAL THICKENED SLAB AT STAIR
A9
SCALE: NTS
TYPICAL PIER DETAIL
E8
SCALE: NTS
TYPICAL FLOOR DRAIN DETAIL
G4
SCALE: NTS
TYPICAL CONCRETE EQUIPMENT PAD
G7
D E
S
IG
N
/2
COL
LINE
TO PIER CAP = 98'-0"
UNO ON PLAN
STL COL, SEE
SCHED
PIER CAP, SEE PLAN
FOR REINF
SEE PLAN
PRECAST CONC
WALL PANEL
C L R
2" CLR
/2
C L R
C L R
PIER, SEE PLAN
#4 x
SEE PLAN
SECTION
PLAN
COL
LINE
TYP
2" CLR
2" CLR
COL
LINE
2' - 5" 2' - 7"
(4) #9 x
BOT
(8) #9 x
TOP
(8) #9 x T&B
CONT GR BM
REINF, T&B
SHEAR LUG
GR BM, SEE
PLAN
PLAN
COL
LINE
COL
LINE
2' - 5" 2' - 7"
#4 x
TOP OF PIER
CAP, TYP
COL AND BASE
PL, SEE SCHED
GR BM, SEE
PLAN
TYP
1 1/2" CLR
#5@10" OC AT
TOP OF PIER CAP
PRESSURE
INJECTED GROUT
COL
LINE
TO PIER CAP = 98'-8"
UNO ON PLAN
STL COL, SEE
SCHED
PIER CAP, SEE PLAN
FOR REINF
SEE PLAN
PRECAST CONC
WALL PANEL
C L R
2" CLR
C L R
PIER, SEE PLAN
#4 x
SEE PLAN
SECTION
PLAN
COL
LINE
"2" CLR
COL
LINE
2' - 5" 2' - 7"
(4) #9 x
BOT
(8) #9 x
TOP
(8) #9 x T&B
CONT GR BM
REINF, T&B
GR BM, SEE
PLAN
PLAN
COL
LINE
COL
LINE
2' - 5" 2' - 7"
(7) ADDL #4
x TOP OF
PIER CAP, TYP
GR BM, SEE
PLAN
(6
S P
A
COL AND BASE
PL, SEE SCHED
1 1/2" CLR
TO PIER CAP = 98'-0"
UNO ON PLAN
STL COL, SEE
SCHED
PIER CAP, SEE PLAN
FOR REINF
SEE PLAN
PRECAST CONC
WALL PANEL
C L R
2" CLR
/2
C L R
C L R
PIER, SEE PLAN
#4 x
SEE PLAN
SECTION
TYP
2" CLRSHEAR LUG
PLAN
COL
LINE
4' - 0" 4' - 0"
GR BM, SEE
PLAN
PRESSURE
INJECTED GROUT
COL
LINE
(13) #9 x
TOP
PLAN
GR BM, SEE
PLAN
(4) #9 x
BOT
COL
LINE
COL
LINE
4' - 0" 4' - 0"
CONT GR BM
REINF, T&B(13) #9 x
T&B
COL
LINE
#4 x
TOP OF PIER
CAP, TYP
COL AND BASE
PL, SEE SCHED
#5@10" OC AT
TOP OF PIER CAP
TYP
1 1/2" CLR
AN
R P
M
E L
I
I R Y
N G
E S
I
D
NOT FOR
CONSTRUCTION
SCALE:
US Army Corps of Engineers
SHEET OF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
X
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
M A
R K
D E
S C
R
IP
T
IO
N
D A
T E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
A
B
C
D
E
F
G
H
J
2 3 4 5 6 7 8 9 10 11 12
300 West Vine Street Suite 1500 Lexington, KY 40507
(859) 252-9980
Mason and Hanger
1'-0" 2'-0" 4'-0"
3/4" = 1'-0"
S N
A L L
W B
V -2
-D
-0
W B
V -2
-D
-0
S-502
T Y
P
IC
A L F
O U
N D
A T
IO
N
D E
T A
IL
S
T
IN
K E
R A
IR
F
O R
C E
B A
S E
O
K
T U
L S
A D
IS
T
R
IC
T E
S
T S
T R
E E
T T
U L S
A O
K
-4
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
Z B
R O
W N
B R
E N
N E
R
C C
U N
N
IN
G H
A M
N O
V E
M B
E R
D E
S
IG
N
B O
M B
E R
A G
IL
E
C O
M M
O N
H A
N G
A R
W W
Y K
SCALE: 3/4" = 1'-0"
PIER CAP TYPE 2
A4
SCALE: 3/4" = 1'-0"
PIER CAP TYPE 1
A1
SCALE: 3/4" = 1'-0"
PIER CAP TYPE 3
A7
D E
S
IG
N
/2
S
T
53' - 10"
4' - 0" EQ EQ 4' - 0"
5 7
S
T
53' - 10"
4' - 0" EQ EQ 4' - 0"
B
A
53' - 10"
4' - 0" EQ EQ 4' - 0"
B
5 7
A
53' - 10"
4' - 0" EQ EQ 4' - 0"
AN
R P
M
E L
I
I R Y
N G
E S
I
D
NOT FOR
CONSTRUCTION
N
PLAN
NORTH
SCALE:
US Army Corps of Engineers
SHEET OF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
X
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
M A
R K
D E
S C
R
IP
T
IO
N
D A
T E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
A
B
C
D
E
F
G
H
J
2 3 4 5 6 7 8 9 10 11 12
300 West Vine Street Suite 1500 Lexington, KY 40507
(859) 252-9980
Mason and Hanger
2'-0" 4'-0" 8'-0"
1/4" = 1'-0"
S N
A L L
W B
V -2
-D
-0
W B
V -2
-D
-0
S-503
T Y
P
IC
A L F
O U
N D
A T
IO
N
D E
T A
IL
S
T
IN
K E
R A
IR
F
O R
C E
B A
S E
O
K
T U
L S
A D
IS
T
R
IC
T
E
S
T S
T R
E E
T
T U
L S
A O
K
-4
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
Z B
R O
W N
B R
E N
N E
R
C C
U N
N
IN
G H
A M
N O
V E
M B
E R
D E
S
IG
N
B O
M B
E R
A G
IL
E
C O
M M
O N
H A
N G
A R
W W
Y K
SCALE: 1/4" = 1'-0"
PIER CAP TYPE 4 PLAN
A1
SCALE: 1/4" = 1'-0"
PIER CAP TYPE 5 PLAN
A6
SCALE: 1/4" = 1'-0"
PIER CAP TYPE 6 PLAN
D4
SCALE: 1/4" = 1'-0"
PIER CAP (PC-7) PLAN
D6
D E
S
IG
N
/2
HEIGHT TO CENTER OF DOWEL.
DISTANCE BETWEEN DOWLS AS
STATED IN THE "JOINT NOTES"
0.306" (MIN)
DIA WIRE
0.306" (MIN)
DIA WIRE
DOWELS WELDED AT
ALTERNATE ENDS. ONE
WELD PER DOWEL
0.262" (MIN) DIA
WIRE (DO NOT CUT)
EPOXY COATED
DOWEL
STAKE AS REQD TO
PROVIDE STABILITY.
SEE NOTE 1
NOTES:
1. THE DOWEL BASKET ASSEMBLY SHOWN IS THE MINIMUM REQUIRED. THE REQUIREMENTS FOR THE DOWEL BASKETS ARE A PERFORMANCE SPECIFICATION AND IT WILL BE REQUIRED THAT THE CONTRACTOR PROVIDE SUFFICIENT SUPPORT, BRACING AND ANCHORAGE SO THAT THE AS-CONSTRUCTED DOWELS WILL MEET THE TOLERANCE SPECIFICATIONS.
2. DOWELS TO MEET THE REQUIREMENTS STATED WITHIN THE SPECIFICATION. ALL MATERIALS TO BE PROVIDED SHALL BE
SMELTED AND MANUFACTURED IN THE UNITED STATES.
3. DOWELS TO BE LIGHTLY GREASED OR LUBRICATED WITH APPROVED MATERIAL IN THE FIELD PRIOR TO CONCRETE PLACEMENT.
4. DOWEL ASSEMBLY LENGTH AS REQUIRED.
5. CONTRACTOR SHALL SUBMIT PCC PAVING PLAN 10 DAYS PRIOR TO PLACEMENT OF DOWEL BASKET ASSEMBLIES.
BAR LENGTH VARIES
LONGITUDINAL JT
TRANSVERSE JT
BAR LENGTH AND
SPACES VARIES
M
IN
8" TO 10"
1/2" TO 5/8" MAX
/4
/2
M
IN
S E
E N
O T
E
T
PREFORMED COMPRESSION SEAL
(SEE NOTE 7 ON S-503)
LUBRICATE AS SPECIFIED
1/8" WIDTH SAWED JT
CONTRACTION JT (CRACK)
NOTE:
DEPTH OF INITIAL SAWCUR TO BE T/4 FOR 10.5" AND "11" PCC, AND 3" FOR ALL
THICKNESSES OVER 12".
1/2" TO 5/8" MAX
/4
/2
M
IN
T
PREFORMED COMPRESSION SEAL
(SEE NOTE 7 ON S-503)
LUBRICATE AS SPECIFIED
CONSTRUCTION JT (BUTTED JT)
SAWED JT
SMOOTH STL DOWELS, PLACED
PARALLEL TO PAVING STRIP.
LIGHTLY GREASE EXPOSED DOWEL
PRIOR TO CONC PLACEMENT
SMOOTH STL DOWELS, DRILL AND
EPOXY INTO EXISTING CONC
JT SEALER, SEE
DTL D5/S-503
L/2 L/2
T /2
3" MAX
SEE PLAN FOR REINF
T /4
T
T /2
TYPE "F" JT
LIGHTLY GREASE
EXPOSED DOWEL PRIOR
TO CONC PLACEMENT
SMOOTH STL DOWELS. DRILL AND EPOXY
INTO EXISTING CONC (OFFSET NEW BARS
FROM THE SAWN END OF THE EXISTING
BARS REMAINING IN CONC NOT REMOVED)
JT SEALER, DTL X/S-503
NEW CONC EXIST CONC
.2
T
6 5/32"
3/4"
/8
M
IN
/3
/8
/4
/4
(EXP JT TYPE B) PREFORMED EXP
JT FILLER
BACKER ROD
MATL
POURED JT SEALER
(SEE NOTES BELOW)
T
1/2" TO 5/8" MAX
/3
/4
CONTRACTION JT
(CRACK)
BACKER ROD
MATL
POURED JT SEALER
(SEE NOTE 2 UNDER
"SEALANT NOTES")1
/2
M
IN
S E
E N
O T
E
/2
M
IN
1/8" WIDTH SAWED
JT
T
1/2" TO 5/8" MAX
/3
/4
CONSTUCTION JT
(BUTTED JT)
BACKER ROD
MATL
POURED JT SEALER
(SEE NOTE 2 UNDER
"SEALANT NOTES")1
/2
M
IN
/2
M
IN
JT SEALER, SEE
DTL F5/S-503
3" MAX 3" MAX
SEE PLAN FOR REINF
T /4
T
JT SEALER, SEE
DTL F5/S-503
3" MAX 3" MAX
SEE PLAN FOR REINF
T /4
T
SMOOTH STL DOWELS,
PLACED PARALLEL TO PAVING
STRIP ON DOWEL BASKETS
SEE "DOWEL BASKET ASSEMBLY"
DTL G1/S-503
L/2 L/2
T /2
T
T
.2
T
1 3/8"3/4"
5'-0" MIN 5'-0" MIN
NEW OR EXISTING CONC
JT SEALER, DTL F1/S-503
NEW CONC
PREFORMED EXP JT FILLER
AN
R P
M
E L
I
I R Y
N G
E S
I
D
NOT FOR
CONSTRUCTION
US Army Corps of Engineers
SHEET OF
SHEET ID
U S
A R
M Y
C O
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S O
F E
N G
IN
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D R
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D B
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IT
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D B
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D A
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N O
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IT
A
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N N
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M A
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D E
S C
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IP
T
IO
N
D A
T E
D A
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M A
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D E
S C
R
IP
T
IO
N
A
B
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D
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F
G
H
J
2 3 4 5 6 7 8 9 10 11 12
300 West Vine Street Suite 1500 Lexington, KY 40507
(859) 252-9980
Mason and Hanger
S N
A L L
W B
V -2
-D
-0
W B
V -2
-D
-0
S-504
T Y
P
IC
A L H
A N
G A
R S
L A
B D
E T
A
IL
S
T
IN
K E
R A
IR
F
O R
C E
B A
S E
O
K
T U
L S
A D
IS
T
R
IC
T E
S
T S
T R
E E
T T
U L S
A O
K
-4
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
Z B
R O
W N
B R
E N
N E
R
C C
U N
N
IN
G H
A M
N O
V E
M B
E R
D E
S
IG
N
B O
M B
E R
A G
IL
E
C O
M M
O N
H A
N G
A R
W W
Y K
SCALE: NTS
DOWEL BASKET ASSEMBLY DETAIL
G1
SCALE: NTS
POSITION OF DOWELS AT EDGE JOINT
H5
SCALE: NTS
COMPRESSION JOINT SEALER
DETAIL (CONTRACTION JT)
F5
SCALE: NTS
COMPRESSION JOINT SEALER
DETAIL (CONSTRUCTION JT)
D5
SCALE: NTS
DOWELED CONSTRUCTION JOINT - TYPE D
A5
SCALE: NTS
DOWELED JOINT AT EXISTING CONCRETE - TYPE C
B5
SCALE: NTS
FIELD MOLDED JOINT SEALER
DETAIL - EXPANSION JOINTS
F1
SCALE: NTS
FIELD MOLDED JOINT SEALER
DETAIL - CONTRACTION JOINTS
D1
SCALE: NTS
FIELD MOLDED JOINT SEALER
DETAIL - CONSTRUCTION JOINTS
B1
SEALANT NOTES:
1. PREFORMED COMPRESSION SEALS TO BE USED ON ALL NEW TOWWAY AND APRON CONSTRUCTION AND CONTRACTION JOINTS. POURED SEALANT TO BE USED ON ALL EXPANSION JOINTS, MATCHING EXISTING CONCRETE JOINTS, AND RE-SEALING OF ANY EXISTING JOINTS AND CRACKS CALLED OUT IN THIS PLAN SET OR MAY BE
REQUIRED.
2. FIELD POURED SEALANT RESERVOIR SIZED TO PROVIDE PROPER SHAPE FACTOR, (WIDTH/DEPTH). DIFFERENT FIELD POURED SEALANTS REQUIRE DIFFERENT SHAPE FACTORS FOR OPTIMUM PERFORMANCE. USE
MANUFACTURES RECOMMENDED SHAPE FACTOR.
3. ROD BACK-UP MATERIAL MUST BE COMPATIBLE WITH THE TYPE OF POURED SEALANT USED AND SIZED TO PROVIDE
THE DESIRED SHAPE FACTOR.
4. SEE SPECIFICATION 32 01 19.61 AND SPECIFICATION 32 13 73.19 FOR SEALANT INFORMATION.
5. TOP OF POURED SEALANT SHALL BE 1/4"± 1/16" BELOW TOP OF PAVEMENT.
6. ALL INSTALLED COMPRESSION SEALS MUST BE INSTALLED AND IN COMPRESSION AT ALL TIMES.
7. DEPTH AND WIDTH OF UNCOMPRESSED SEAL SHALL BE AS RECOMMENDED BY MANUFACTURER, EXCEPT THE
MINIMUM DEPTH OF SEALANT RESERVOIR SHALL NOT BE LESS THAN 1.5 INCHES. TOP OF PREFORMED SEAL SHALL
BE 1/4"±1/8" BELOW THE PAVEMENT SURFACE.
8. IF THERE ARE MORE THAN SIX CONSECUTIVE UNCRACKED JOINTS AFTER 48 HOURS, SEE SECTION 32 13 14.13, PARAGRAPH 3.8 FOR INFORMATION ON JOINT REQUIREMENTS. ANY CHANGE IN SAW DEPTH TO BE APPROVED BY
THE CONTRACTING OFFICER.
SCALE: NTS
NON-DOWELED CONTRACTION JOINT - TYPE H
H8
SCALE: NTS
DOWELED CONTRACTION JOINT - TYPE F
G8
SCALE: NTS
THICKENED EDGE JOINT - TYPE B
E8
JOINT NOTES:
1. "T" = SLAB THICKNESS, "L" = DOWEL LENGTH.
2. "T" = 12" AND 23" FOR AIRFIELD PAVEMENT.
3. "T(E)" = 15" TO 27.5" FOR AIRFIELD PAVEMENT. (1.25T)
4. FOR 12" USE 1 1/4" DIA x 20" DOWELS @ 15" OC SPACING. (LIGHTLY GREASE PRIOR TO
PLACING CONC).
5. FOR 23" USE 2" DIA x 24" DOWELS @ 18" OC SPACING. (LIGHTLY GREASE PRIOR TO PLACING
CONC).
6. REINFORCING MESH TO BE OVERLAPPED MIN 1 MESH LENGHT AND TIED.
7. NO CHANGES IN THE JOINTING PATTERN SHALL BE MADE WITHOUT THE WRITTEN APPOVAL
OF THE CONTRACTING OFFICER AND THE DESIGN ENGINEER.
D E
S
IG
N
/2
3' - 10"
3 1/2" 1' - 0 1/2" 7" 7" 1' - 0 1/2" 3 1/2"
/4
/2
/4
/4
/2
/4
2 1/2"X6"X2'-6"
SHEAR LUG
2 3/4" STL
BASE PL
W27 STL COL,
SEE PLAN
(12) 1 1/2" DIA F1554
GR55 ANCHOR ROD
GUSSET PL
1/2
PLAN
G
R O
U T
P R
O J E
C T
IO
N
/2
M
IN
G R
O U
T
TYP
2"
1/2
1/2
GROUT POCKET
MIN WASHER SIZE PER
AISC RECOMMENDATIONS
(PL…
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