Am-0008_W9128F-19-R-0002_Drawings.pdf
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WARFIGHTER RD (ASPHALT)
WARFIGHTER RD (ASPHALT)
SIZE = 40"
MATERIAL = CPP
INVERT = NOT RECORDED
SIZE = 40"
MATERIAL = CPP
INVERT = 5876.39
SIZE = 30"
MATERIAL = CPP
INVERT = 5877.94
SIZE = 30"
MATERIAL = CPP
INVERT = 5877.96
SIZE = 30"
MATERIAL = CPP
INVERT = 5878.85
SIZE = 30"
MATERIAL = CPP
INVERT = 5878.26
G
E
G
G
W
E
10'
25'
10'
95'
10'
.5
19.5'
.5
' 1
'15'
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
STORAGE
POL/HAZMAT
CONCRETE HARDSTAND
GRAVEL
N 1,309,643.50
E 3,206,509.13
ASPHALT PARKING LOT
5'
R
N 1,309,583.50
E 3,206,680.13
N 1,309,594.50
E 3,206,680.13
N 1,309,599.50
E 3,206,685.13
N 1,309,599.50
E 3,206,815.13
N 1,309,643.50
E 3,206,752.13
N 1,309,643.50
E 3,206,568.13ASPHALT PARKING LOT
TAPER
INTEGRAL CURB
INTEGRAL CURB
N 1,309,156.27
E 3,206,699.13
N 1,309,221.77
E 3,206,699.13
N 1,309,221.77
E 3,206,794.13
N 1,309,156.27
E 3,206,794.13N 1,309,156.27
E 3,206,558.44
N 1,309,156.27
E 3,206,571.65 N 1,309,156.27
E 3,206,605.15
N 1,309,156.27
E 3,206,615.15 N 1,309,156.27
E 3,206,648.65
LIMITS OF CONSTRUCTION (TYP.)
SEE GRADING PLANS
DETENTION POND
SEE DETAIL THIS SHEET
CURBED ISLAND (TYP.)
FUTURE/CONCURRENT PARKING LOT
(BY OTHERS)
FUTURE/CONCURRENT COF
(BY OTHERS)
FUTURE/CONCURRENT COF CANOPY
(BY OTHERS)
FUTURE/CONCURRENT COF HARDSTAND
(BY OTHERS)
DEPTH = 5.0'
DIMENSIONS 'A' AND 'B' = 14.5'
SEE DETAIL SHEET CS503
CONTAINMENT BASIN
CONCRETE
1 2 3 4
5 6 7
9 10 11
14 15
16 17
TYPICAL CURBED ISLAND GEOMETRY
(SEE PLAN)
COORDINATE POINT
R
5'
R
R
R
TYPE "B" CURB (TYP.)
GENERAL NOTES:
1. FUTURE/CONCURRENT COF PROJECT WORK (BY OTHERS) IS SHOWN IN
HALF TONE FOR INFORMATION ONLY. COORDINATE WITH
COF CONTRACTOR IN AREAS WHERE LIMITS OF CONSTRUCTION
COINCIDE OR OVERLAP.
2. SEE PAVING PLANS (CP SERIES) FOR PAVING TYPES AND AREAS.
3. SEE CS150 SERIES SHEETS FOR SIGNAGE AND STRIPING PLANS.
4. SEE SHEET CS501 FOR FENCE DETAILS.
5. SEE SHEET CS502 FOR FENCE GATE DETAILS.
6. SEE SHEET CS503 FOR CONCRTE CONTAINMENT BASIN DETAILS.
7. SEE SHEET CS504 FOR SEGMENTAL CONCRETE BLOCK
RETAINING WALL DETAILS.
8. SEE SHEET CP501 FOR CONCRETE CURB AND GUTTER, INTEGRAL
CURB, AND BOLLARD DETAILS.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:16:11 AM 5/14/2019
...\FC\FCCI\40000 Design Products\CAD_BIM\_Sheets\FCCICS111
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
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IN
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R S
O M
A H
A
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C O
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F O
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A R
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C O
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T A
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A L E
Q U
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N T M
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A C
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A C
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A L E
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N A
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E F
A C
IL
IT
IE
F C
C
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S .d g n
F C
C
IC
S .d g n
KEY PLAN
SCALE 1" = 1000'
N
30' 60'0
F -4
-0
F -4
-0
/2
/2
/2
/2
S
IT
E P
L A
N S
IT
E P
L A
N
CS111
W
D A
V E
N P
O R
T
CS111
D
B
IR
K B
Y
D
B
IR
K B
Y
W
D A
V E
N P
O R
T
W
D A
V E
N P
O R
T
D
B
IR
K B
Y
W
D A
V E
N P
O R
T
D
B
IR
K B
Y
A R
E A
A
R E
A
A N
S I
D A
N S I
D
W F -1
-R -0
W F -1
-R -0
-1
-2
A M
G
E N
E R
A L R
E V
IS
IO
N S
-1
-2
A M
G
E N
E R
A L R
E V
IS
IO
N
WARFIGHTER RD (ASPHALT)
SIZE = 40"
MATERIAL = CPP
INVERT = NOT RECORDED
SIZE = 40"
MATERIAL = CPP
INVERT = 5876.39
SIZE = 30"
MATERIAL = CPP
INVERT = 5877.94
SIZE = 30"
MATERIAL = CPP
INVERT = 5877.96
SIZE = 30"
MATERIAL = CPP
INVERT = 5878.85
SIZE = 30"
MATERIAL = CPP
INVERT = 5878.26
G
E
G
G
W
10'
25'
10'
95'
10'
.5
19.5'
.5
' 1
'15'
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
STORAGE
POL/HAZMAT
CONCRETE HARDSTAND
GRAVEL
N 1,309,643.50
E 3,206,509.13
ASPHALT PARKING LOT
5'
R
N 1,309,583.50
E 3,206,680.13
N 1,309,594.50
E 3,206,680.13
N 1,309,599.50
E 3,206,685.13
N 1,309,599.50
E 3,206,815.13
N 1,309,643.50
E 3,206,752.13
N 1,309,643.50
E 3,206,568.13ASPHALT PARKING LOT
N 1,309,095.10
E 3,206,793.63
TAPER
INTEGRAL CURB
INTEGRAL CURB
N 1,309,156.27
E 3,206,699.13
N 1,309,221.77
E 3,206,699.13
N 1,309,221.77
E 3,206,794.13
N 1,309,156.27
E 3,206,794.13N 1,309,156.27
E 3,206,558.44
N 1,309,156.27
E 3,206,571.65 N 1,309,156.27
E 3,206,605.15
N 1,309,156.27
E 3,206,615.15 N 1,309,156.27
E 3,206,648.65
LIMITS OF CONSTRUCTION (TYP.)
SEE GRADING PLANS
DETENTION POND
SEE DETAIL THIS SHEET
CURBED ISLAND (TYP.)
FUTURE/CONCURRENT COF HARDSTAND
(BY OTHERS)
FUTURE/CONCURRENT PARKING LOT
(BY OTHERS)
FUTURE/CONCURRENT COF
(BY OTHERS)
FUTURE/CONCURRENT COF CANOPY
(BY OTHERS)
DEPTH = 5.0'
DIMENSIONS 'A' AND 'B' = 14.5'
SEE DETAIL SHEET CS503
CONTAINMENT BASIN
CONCRETE
1 2 3 4
5 6 7
9 10 11
14 15
16 17
TYPICAL CURBED ISLAND GEOMETRY
(SEE PLAN)
COORDINATE POINT
R
5'
R
R
R
TYPE "B" CURB (TYP.)
GENERAL NOTES:
1. FUTURE/CONCURRENT COF PROJECT WORK (BY OTHERS) IS SHOWN IN
HALF TONE FOR INFORMATION ONLY. COORDINATE WITH
COF CONTRACTOR IN AREAS WHERE LIMITS OF CONSTRUCTION
COINCIDE OR OVERLAP.
2. SEE PAVING PLANS (CP SERIES) FOR PAVING TYPES AND AREAS.
3. SEE CS150 SERIES SHEETS FOR SIGNAGE AND STRIPING PLANS.
4. SEE SHEET CS501 FOR FENCE DETAILS.
5. SEE SHEET CS502 FOR FENCE GATE DETAILS.
6. SEE SHEET CS503 FOR CONCRTE CONTAINMENT BASIN DETAILS.
7. SEE SHEET CS504 FOR SEGMENTAL CONCRETE BLOCK
RETAINING WALL DETAILS.
8. SEE SHEET CP501 FOR CONCRETE CURB AND GUTTER, INTEGRAL
CURB, AND BOLLARD DETAILS.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:17:02 AM 5/14/2019
...\FC\FCCI\40000 Design Products\CAD_BIM\_Sheets\FCCICS111A
U .S
A R
M Y C
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P S O
F E
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A L E
Q U
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M E
N T M
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N A
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E F
A C
IL
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KEY PLAN
SCALE 1" = 1000'
N
30' 60'0
F C
C
IC
S
A .d g n
F C
C
IC
S
A .d g n
O P
T
IO
N O
P T
IO
N
F -4
-0
F -4
-0
/2
/2
/2
/2
S
IT
E P
L A
N S
IT
E P
L A
N
CS111A
W .C .D
A V
E N
P O
R T
CS111A
D
B
IR
K B
Y
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
W .C .D
A V
E N
P O
R T
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
D
B
IR
K B
Y
A R
E A
A
R E
A
A N
S I
D A
N S I
D
W F -1
-R -0
W F -1
-R -0
-1
-2
A M
G
E N
E R
A L R
E V
IS
IO
N S
-1
-2
A M
G
E N
E R
A L R
E V
IS
IO
TO FUEL FARM
SIZE = 4"
MATERIAL = PVC
INVERT = 5876.73
SIZE = 4"
MATERIAL = PVC
INVERT = 5876.77
SIZE = 6"
MATERIAL = PVC
INVERT = 5879.49
SIZE = 6"
MATERIAL = PVC
INVERT = 5879.50
SIZE = 6"
MATERIAL = PVC
INVERT = 5879.52
SIZE = 12"
MATERIAL = RCP
INVERT = 5879.54
SIZE = 12"
INVERT = 5879.86
SIZE = 12"
MATERIAL = RCP
INVERT = 5880.29
SIZE = 6"
MATERIAL = RCP
INVERT = 5881.22
SIZE = 12"
MATERIAL = RCP
INVERT = 5881.37
CB
C
H A
IN
L
IN
K
C
H A
IN
L
IN
K
8' CHAIN LINK
8' CHAIN LINK
10'
25'
.5
14.5'26'
95'
9.13'
10' O.C. (TYP.)
' 1
'15'
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
TEMF NORTH
FE6-TR-84 FENCE (TYP.)
N 1,310,134.12
E 3,206,388.72
N 1,310,233.12
E 3,206,388.72
AND GUTTER (TYP.)
CONCRETE CURB
GRAVEL
R 5
R 5'
R
CONCRETE HARDSTAND
BOLLARD (TYP.)
500 GALLON WASTE FUEL TANK
500 GALLON USED ENGINE COOLANT TANK
500 GALLON USED OIL TANK
N 1,309,763.50
E 3,206,568.13
N 1,309,763.50
E 3,206,653.13
N 1,309,703.50
E 3,206,509.13
N 1,309,703.50
E 3,206,568.13
N 1,309,703.50
E 3,206,752.13
N 1,309,747.50
E 3,206,815.13
N 1,309,747.50
E 3,206,802.13
N 1,309,752.50
E 3,206,797.13
N 1,309,763.50
E 3,206,797.13
N 1,309,763.50
E 3,206,714.13
N 1,309,747.55
E 3,206,708.71
N 1,309,762.50
E 3,206,694.95
N 1,309,823.50
E 3,206,694.95
N 1,309,823.50
E 3,206,564.95
ASPHALT PARKING LOT
GRAVEL
GRAVEL
N 1,309,968.62
E 3,206,526.13
N 1,309,968.62
E 3,206,552.13
E 3,206,554.13
N 1,309,873.62
E 3,206,552.13
N 1,309,823.50
E 3,206,526.13
N 1,309,823.50
E 3,206,552.13
ASPHALT PARKING LOT
N 1,309,745.50
E 3,206,526.13
N 1,310,058.62
E 3,206,435.61
N 1,309,968.62
E 3,206,435.61
INTEGRAL CURB
TAPER
INTEGRAL CURB
N 1,309,968.62
E 3,206,575.76 N 1,309,968.62
E 3,206,670.76
N 1,309,903.12
E 3,206,670.76N 1,309,903.12
E 3,206,575.76
N 1,309,812.99
E 3,206,564.95
N 1,309,823.50
E 3,206,554.13
N 1,309,812.82
E 3,206,554.13
.4
R
N 1,309,752.50
E 3,206,712.13
LIMITS OF CONSTRUCTION (TYP.)
N 1,310,172.03
E 3,206,411.05
SEE VOL. 2 FOR LOCATIONS
BOLLARD (TYP.)
SEE ELECTRIC
PAD FOR TRANSFORMER
(BY OTHERS, NIC)
SATS CONTAINERS (x3)
(BY OTHERS, NIC)
ASL-MS CONTAINERS (x3)
SEE GRADING PLANS
DETENTION POND
SEE DETAIL THIS SHEET
CURBED ISLAND (TYP.)
N 1,310,233.22
E 3,206,401.05
N 1,310,233.22
E 3,206,411.05
N 1,310,217.22
E 3,206,403.05
N 1,310,125.03
E 3,206,411.05 N 1,310,125.03
E 3,206,391.05
LIMITS OF CONSTRUCTION (TYP.)
FUTURE/CONCURRENT COF HARDSTAND
(BY OTHERS)
FUTURE/CONCURRENT COF CANOPY
(BY OTHERS)
FUTURE/CONCURRENT COF
(BY OTHERS)
FUTURE/CONCURRENT PARKING LOT
(BY OTHERS)
DEPTH = 5.0'
DIMENSIONS 'A' AND 'B' = 14.5'
SEE DETAIL SHEET CS503
CONTAINMENT BASIN
CONCRETE
1 2 3 4
5 6 7
9 10 11
14 15
16 17
TYPICAL CURBED ISLAND GEOMETRY
(SEE PLAN)
COORDINATE POINT
R
5'
R
R
R
TYPE "B" CURB (TYP.)
GENERAL NOTES:
1. FUTURE/CONCURRENT COF PROJECT WORK (BY OTHERS) IS SHOWN IN
HALF TONE FOR INFORMATION ONLY. COORDINATE WITH
COF CONTRACTOR IN AREAS WHERE LIMITS OF CONSTRUCTION
COINCIDE OR OVERLAP.
2. SEE PAVING PLANS (CP SERIES) FOR PAVING TYPES AND AREAS.
3. SEE CS150 SERIES SHEETS FOR SIGNAGE AND STRIPING PLANS.
4. SEE SHEET CS501 FOR FENCE DETAILS.
5. SEE SHEET CS502 FOR FENCE GATE DETAILS.
6. SEE SHEET CS503 FOR CONCRTE CONTAINMENT BASIN DETAILS.
7. SEE SHEET CS504 FOR SEGMENTAL CONCRETE BLOCK
RETAINING WALL DETAILS.
8. SEE SHEET CP501 FOR CONCRETE CURB AND GUTTER, INTEGRAL
CURB, AND BOLLARD DETAILS.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:21:14 AM 5/14/2019
...\FC\FCCI\40000 Design Products\CAD_BIM\_Sheets\FCCICS115
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N A
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A C
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C
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S .d g n
F C
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S .d g n
KEY PLAN
SCALE 1" = 1000'
N
30' 60'0
F -4
-0
F -4
-0
/2
/2
/2
/2
S
IT
E P
L A
N S
IT
E P
L A
N
CS115
W
D A
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N P
O R
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CS115
D
B
IR
K B
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D
B
IR
K B
Y
W
D A
V E
N P
O R
T
W
D A
V E
N P
O R
T
D
B
IR
K B
Y
W
D A
V E
N P
O R
T
D
B
IR
K B
Y
A R
E A
A
R E
A
A N
S I
D A
N S I
D
W F -1
-R -0
W F -1
-R -0
-1
-2
-1
-2
A M
G
E N
E R
A L R
E V
IS
IO
SIZE = 4"
MATERIAL = PVC
INVERT = 5876.73
SIZE = 4"
MATERIAL = PVC
INVERT = 5876.77
SIZE = 6"
MATERIAL = PVC
INVERT = 5879.49
SIZE = 6"
MATERIAL = PVC
INVERT = 5879.50
SIZE = 6"
MATERIAL = PVC
INVERT = 5879.52
SIZE = 12"
INVERT = 5879.54
SIZE = 12"
INVERT = 5879.86
SIZE = 12"
MATERIAL = RCP
INVERT = 5880.29
SIZE = 6"
MATERIAL = RCP
INVERT = 5881.22
SIZE = 12"
MATERIAL = RCP
INVERT = 5881.37
CB
C
H A
IN
L
IN
K
C
H A
IN
L
IN
K
8' CHAIN LINK
8' CHAIN LINK
10'
25'
.5
14.5'26'
95'
9.13'
10' O.C. (TYP.)
' 1
'15'
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
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IP
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N
A
M A
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S
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S U
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D B
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D A
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B
C
D
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F
G
2 3 4 5 6 7 8 9 10
SHEET ID
TEMF NORTH
FE6-TR-84 FENCE (TYP.)
N 1,310,134.12
E 3,206,388.72
N 1,310,233.12
E 3,206,388.72
AND GUTTER (TYP.)
CONCRETE CURB
GRAVEL
R 5
R 5'
R
CONCRETE HARDSTAND
BOLLARD (TYP.)
500 GALLON WASTE FUEL TANK
500 GALLON USED ENGINE COOLANT TANK
500 GALLON USED OIL TANK
N 1,309,763.50
E 3,206,568.13
N 1,309,763.50
E 3,206,653.13
N 1,309,703.50
E 3,206,509.13
N 1,309,703.50
E 3,206,568.13
N 1,309,703.50
E 3,206,752.13
N 1,309,747.50
E 3,206,815.13
N 1,309,747.50
E 3,206,802.13
N 1,309,752.50
E 3,206,797.13
N 1,309,763.50
E 3,206,797.13
N 1,309,763.50
E 3,206,714.13
N 1,309,747.55
E 3,206,708.71
N 1,309,762.50
E 3,206,694.95
N 1,309,823.50
E 3,206,694.95
N 1,309,823.50
E 3,206,564.95
ASPHALT PARKING LOT
N 1,310,280.48
E 3,206,670.26
GRAVEL
GRAVEL
N 1,309,968.62
E 3,206,526.13
N 1,309,968.62
E 3,206,552.13
E 3,206,554.13
N 1,309,873.62
E 3,206,552.13
N 1,309,823.50
E 3,206,526.13
N 1,309,823.50
E 3,206,552.13
ASPHALT PARKING LOT
N 1,309,745.50
E 3,206,526.13
N 1,310,058.62
E 3,206,435.61
N 1,309,968.62
E 3,206,435.61
INTEGRAL CURB
TAPER
INTEGRAL CURB
N 1,309,968.62
E 3,206,575.76 N 1,309,968.62
E 3,206,670.76
N 1,309,903.12
E 3,206,670.76N 1,309,903.12
E 3,206,575.76
N 1,309,812.99
E 3,206,564.95
N 1,309,823.50
E 3,206,554.13
N 1,309,812.82
E 3,206,554.13
.4
R
N 1,309,752.50
E 3,206,712.13
LIMITS OF CONSTRUCTION (TYP.)
N 1,310,172.03
E 3,206,411.05
SEE VOL. 2 FOR LOCATIONS
BOLLARD (TYP.)
SEE ELECTRIC
PAD FOR TRANSFORMER
(BY OTHERS, NIC)
SATS CONTAINERS (x3)
(BY OTHERS, NIC)
ASL-MS CONTAINERS (x3)
SEE GRADING PLANS
DETENTION POND
SEE DETAIL THIS SHEET
CURBED ISLAND (TYP.)
N 1,310,233.22
E 3,206,401.05
N 1,310,233.22
E 3,206,411.05
N 1,310,217.22
E 3,206,403.05
N 1,310,125.03
E 3,206,411.05 N 1,310,125.03
E 3,206,391.05
LIMITS OF CONSTRUCTION (TYP.)
FUTURE/CONCURRENT COF HARDSTAND
(BY OTHERS)
FUTURE/CONCURRENT COF CANOPY
(BY OTHERS)
FUTURE/CONCURRENT COF
(BY OTHERS)
FUTURE/CONCURRENT PARKING LOT
(BY OTHERS)
(OPTION)
BUILDING 12
ORG STORAGE
DEPTH = 5.0'
DIMENSIONS 'A' AND 'B' = 14.5'
SEE DETAIL SHEET CS503
CONTAINMENT BASIN
CONCRETE
1 2 3 4
5 6 7
9 10 11
14 15
16 17
TYPICAL CURBED ISLAND GEOMETRY
(SEE PLAN)
COORDINATE POINT
R
5'
R
R
R
TYPE "B" CURB (TYP.)
GENERAL NOTES:
1. FUTURE/CONCURRENT COF PROJECT WORK (BY OTHERS) IS SHOWN IN
HALF TONE FOR INFORMATION ONLY. COORDINATE WITH
COF CONTRACTOR IN AREAS WHERE LIMITS OF CONSTRUCTION
COINCIDE OR OVERLAP.
2. SEE PAVING PLANS (CP SERIES) FOR PAVING TYPES AND AREAS.
3. SEE CS150 SERIES SHEETS FOR SIGNAGE AND STRIPING PLANS.
4. SEE SHEET CS501 FOR FENCE DETAILS.
5. SEE SHEET CS502 FOR FENCE GATE DETAILS.
6. SEE SHEET CS503 FOR CONCRTE CONTAINMENT BASIN DETAILS.
7. SEE SHEET CS504 FOR SEGMENTAL CONCRETE BLOCK
RETAINING WALL DETAILS.
8. SEE SHEET CP501 FOR CONCRETE CURB AND GUTTER, INTEGRAL
CURB, AND BOLLARD DETAILS.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:21:47 AM 5/14/2019
...\FC\FCCI\40000 Design Products\CAD_BIM\_Sheets\FCCICS115A
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C O
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C O
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A L E
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A
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N A
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E F
A C
IL
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KEY PLAN
SCALE 1" = 1000'
N
30' 60'0
F C
C
IC
S
A .d g n
F C
C
IC
S
A .d g n
S
IT
E P
L A
N S
IT
E P
L A
N
CS115A
W .C .D
A V
E N
P O
R T
CS115A
D
B
IR
K B
Y
D
B
IR
K B
Y
W .C .D
A V
E N
P O
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W .C .D
A V
E N
P O
R T
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
D
B
IR
K B
Y
A R
E A
A
R E
A
A N
S I
D A
N S I
D
F -4
-0
F -4
-0
/2
/2
/2
/2
W F -1
-R -0
W F -1
-R -0
O P
T
IO
N O
P T
IO
N
A M
G
E N
E R
A L R
E V
IS
IO
N S
-1
-2
-1
-2
A M
G
E N
E R
A L R
E V
IS
IO
GEOTEXTILE
12" SAND/PEAT LAYER
BOTTOM ELEVATION
RIPRAP
STORM DRAIN NETWORK
GEOTEXTILE
RIPRAP
GEOTEXTILE
SAND/PEAT LAYER
BOTTOM ELEVATION
ANCHOR TRENCH
12" x 12" GEOTEXTILE
GEOTEXTILE
GRAVEL LAYER
GEOTEXTILE
GEOTEXTILE
GEOTEXTILE
ANCHOR TRENCH
12" x 12" GEOTEXTILE
4" TOPSOIL (SEEDED)
4" TOPSOIL (SEEDED)
BASE COURSE
18" AGGREGATE
GEOTEXTILE
RIPRAP
GEOTEXTILE
4" TOPSOIL (SEEDED)
OUTLET CULVERT
DEPTH
DEPTH
DEPTH
SEE DETAIL SHEET CG507
CMP FLARED END SECTION
SEE DETAIL SHEET CG507
CMP FLARED END SECTION
SEE DETAIL SHEET CG507
CMP FLARED END SECTION
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
W
D x
L
12"
TYP.
NO SCALE
TYPICAL STORM DRAIN OUTLET SECTION
NO SCALE
TYPICAL STORM DRAIN OUTLET ELEVATION
NO SCALE
TYPICAL POND SECTION
L
NO SCALE
TYPICAL POND OUTLET CULVERT SECTION
T H
IC
K N
E S
S
5. RIPRAP SHALL CONFORM TO SECTION 506 "RIPRAP" OF THE CDOT.
4. GEOMEMBRANE SHALL HAVE A MINIMUM THICKNESS OF 16 MIL.
OF U.S. STANDARD SIEVE SIZE NO. 40 TO 60.
A SUBSURFACE DRAINAGE GEOTEXTILE AND SHALL HAVE AN AOS
AASHTO M288. GEOTEXTILE SHALL MEET THE REQUIREMENTS FOR
3. GEOTEXTILE SHALL BE NON-WOVEN AND SHALL CONFORM TO
ROAD AND BRIDGE CONSTRUCTION (CDOT).
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR
TO EITHER GRADATION 3 OR 4 OF TABLE 703-2 OF THE COLORADO
2. GRAVEL LAYER SHALL CONSIST OF CRUSHED AGGREGATE CONFORMING
1/3 PEAT. SAND SHALL CONFORM AT ASTM C33.
1. SAND/PEAT LAYER SHALL CONSIST OF A MIXTURE OF 2/3 SAND AND
NOTES:
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:13:58 AM 5/14/2019
...\FC\FCCI\40000 Design Products\CAD_BIM\_Sheets\FCCICG510
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A C
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IT
C
IC
G .d g n
F C
C
IC
G .d g nW
F -1
-R -0
W F -1
-R -0
A N
S I
D
CG510
A N
S I
D
W .C
D A
V E
N P
O R
T
CG510
I.
K
N U
T S
O N
D
B
IR
K B
Y
W .C
D A
V E
N P
O R
T
W .C
D A
V E
N P
O R
T
I.
K
N U
T S
O N
W .C
D A
V E
N P
O R
T
D
B
IR
K B
Y
F -4
-0
F -4
-0
/2
/2
/2
/2
D E
T E
N T
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O N
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A
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-1
-2
A M
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IS
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PROFILE ELEVATION
PROFILE ELEVATION
10" PC CONCRETE PAVEMENT
10" RIGID PAVEMENT BASE COURSE
6" COMPACTED SUBGRADE (95%)
6" COMPACTED SUBGRADE (90%)
6" AGGREGATE SUBBASE COURSE
3" BITUMINOUS SURFACE COURSE
3" BITUMINOUS INTERMEDIATE COURSE
6" COMPACTED SUBGRADE (95%)
6" COMPACTED SUBGRADE (90%)
6" AGGREGATE BASE COURSE
COMPACTED SUBGRADE (95%) COMPACTED SUBGRADE (95%)
COMPACTED SUBGRADE (95%)COMPACTED SUBGRADE (95%)
PROFILE ELEVATION
10" PC CONCRETE PAVEMENT
10" RIGID PAVEMENT BASE COURSE
6" COMPACTED SUBGRADE (95%)
6" COMPACTED SUBGRADE (90%)
COMPACTED SUBGRADE (95%)
TANK TRAIL
EXISTING UNPAVED
COMPACTED SUBGRADE (95%)
THICKENED EDGE
GEOTEXTILE
S O
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A T
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N N
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D E
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D B
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D E
S C
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N
A
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D B
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C O
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C T N
O
C H
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K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
10" RIGID PAVEMENT BASE COURSE
6" COMPACTED SUBGRADE (95%)
6" COMPACTED SUBGRADE (90%)
NO SCALE
TYPICAL PAVEMENT SECTION
15'15'4'
2% 4%
2% 4%
12' 4'
2% 4%
12'4'
2% 4%
1'
4'
1'
1'1'
6" COMPACTED SUBGRADE (95%)
6" COMPACTED SUBGRADE (90%)
NO SCALE
TYPICAL PAVEMENT SECTION
6" AGGREGATE SUBBASE COURSE
6" AGGREGATE BASE COURSE
NO SCALE
NO SCALE
NO SCALE
20'
2% 4%
1'
4'VARIESVARIES
4%4%
TANK TRAIL TYPICAL PAVEMENT SECTION (STA. 0+00 TO 9+97.59)
ACCESS ROAD/TANK TRAIL TYPICAL PAVEMENT SECTION (STA. 13+40.29 TO 32+65.77)
TANK TRAIL TYPICAL PAVEMENT SECTION (STA. 9+97.59 TO 16+60.84)
TYPICAL PAVEMENT SECTION
NO SCALE
HARDSTAND BOUNDARY
BASE COURSE
10" RIGID PAVEMENT
SUBGRADE (95%)
6" COMPACTED
SUBGRADE (90%)
6" COMPACTED
PAVEMENT
10" PC CONCRETE 6" AGGREGATE SURFACE COURSE
SUBGRADE (95%)
COMPACTED
3" BITUMINOUS INTERMEDIATE COURSE
3" BITUMINOUS SURFACE COURSE
10" PC CONCRETE PAVEMENT
PC CONCRETE HARDSTAND
BITUMINOUS PARKING LOT
ACCESS ROAD/TANK TRAIL TYPICAL PAVEMENT SECTION STA. 0+00 TO 13+40.29 (OPTION)
REQUIREMENTS FOR SUBGRADE.
GENERAL NOTE: REFER TO SPECIFICATION 31 00 00 FOR MATERIAL
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:42:19 AM 5/17/2019
...\FC\FCCI\40000 Design Products\CAD_BIM\_Sheets\FCCICP301
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C O
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A N
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D
P A
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M E
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Y P
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A L S
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P A
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A L S
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N S
CP301
W .C .D
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P O
R T
CP301
D
B
IR
K B
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D
B
IR
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Y
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B
IR
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Y
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W F -1
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F -4
-0
F -4
-0
/2
/2
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G
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/1
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D A
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C O
N T
R A
C T N
O
C H
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K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
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D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
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...\FC\FCCI\40000 Design Products\CAD_BIM\_Sheets\INDEX 2
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A M
SHEET SEQUENCE NUMBER
w/ Level 2 Designator
DISCIPLINE DESIGNATOR
M - 2 0 1
2. DISCIPLINE DESIGNATORS:1. SHEET IDENTIFICATION NUMBERS:
R
T
E
M
D
P
F
Q
I
A
S
L
C
B
V
H
G
RESOURCE
TELECOMMUNICATIONS
ELECTRICAL
MECHANICAL
PROCESS
PLUMBING
FIRE PROTECTION
EQUIPMENT
INTERIORS
ARCHITECTURAL
STRUCTURAL
LANDSCAPE
CIVIL
GEOTECHNICAL
SURVEY / MAPPING
HAZARDOUS MATERIALS
GENERAL
Designator)
RELEASE 3.0 for Level 2
(see A/E/C CADD STANDARD
INDEX LEGEND:
SHEET TYPE DESIGNATOR
3. SHEET TYPE DESIGNATORS:
3D REPRESENTATIONS
USER DEFINED
USER DEFINED
SCHEDULES & DIAGRAMS
DETAILS
LARGE-SCALE VIEWS
SECTIONS
ELEVATIONS
PLANS
GENERAL
INDEX
O M
A H
A D
IS
T R
IC
T O
M A
H A D
IS
T R
IC
T
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
F O
R T C
A R
S O
N
C O
L O
R A
D O
F O
R T C
A R
S O
N
C O
L O
R A
D O
L .B .C
G-002
L .B .C
L .B .C
L .B .C
L .B .C
G-002
L .B .C
L .B .C
L .B .C
A N
S I
D A
N S I
D
T A
C T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
IE
S T
A C
T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
IE
S /2
/2
F -4
-0
/2
/2
F -4
-0
F C
C
IG
-0
B .d g n
F C
C
IG
-0
B .d g n
IN
D
E X V
O L
U M
E
IN
D
E X V
O L
U M
E
W F -1
-R -0
W F -1
-R -0
A
M
G
N E
R A
L R
E V
IS
IO
N S
-0
-2
8 0 -1
-2
A M
N E
R A
L R
E V
IS
IO
N
/2
" M
IN
k (M
IN
IM
U M
(S
EE
N O
TE
"n"
4"
REFER TO AISC - MANUAL OF STEEL CONSTRUCTION (SECTION 1).
ALLOWABLE WELD CAPACITY IS BASED UPON A BEAM WEB THICKNESS OF 3/8" FOR A36
MATERIAL. REDUCE THIS CAPACITY PROPORTIONALLY FOR A LESSER WEB THICKNESS.
FOR COPED BEAM CONNECTIONS, THE CAPACITY OF THE NET SHEAR AREA OF THE WEB
SHALL BE VERIFIED BY THE FABRICATOR.
THE CAPACITY OF THE CONNECTION SHALL BE THE LESSER VALUE OF THE ALLOWABLE
BOLT CAPACITY, ALLOWABLE WELD CAPACITY, SUPPORTING PLATE CAPACITY OR THE
WEB NET SHEAR CAPACITY.
THE MAX. & MIN. NUMBER OF ROWS OF BOLTS SHALL BE AS FOLLOWS:
CONNECTIONS TO HSS COLUMNS SHALL BE SINGLE PLATE (SHEAR TAB) OR THRU-PLATE
TYPE. SEE AISC MANUAL FOR TYPICAL DETAILS AND CONNECTION CAPACITIES.
TYP. SKEWED CONNECTION: USE 3/8" BENT PLATE (LENGTH = 'T' DIM MINUS 1") WITH
1/4" FILLET WELD BOTH SIDES. BOLT TO CONNECTING PART [A 3/4" DIA. A325-N BOLTS.
FINAL SHEAR CONNECTION DESIGN SHALL BE PERFORMED BY THE FABRICATOR.
18"
6"
9"
12"
15"
8.2
16.3
26.1
36.3
69.5
24.5
37.0
48.5
59.0
7.
8.
6.
(SEE NOTE 2)
(3/4" DIA. A325 BOLTS
IN SINGLE SHEAR.)L (INCHES)
1/4"
E70XX
ALLOWABLE BOLT
CAPACITY (KIPS)
TO
C
O
PE
MINIMUM WEB
THICKNESS
(1)-L4x4x5/16
4"
/4
L k
(M
IN
IM
U
M
ALLOWABLE WELD
CAPACITY (KIPS)
(1/4" FILLET WELD)
(S
EE
N O
TE
5.
4.
/4 n
R O
W S
O F
BO
LT
S
3.
2.
1.
NOTES:
SINGLE L CONN. OR SHEAR TAB
46.3
7 21" 56.4 79.0
SUPPORTING
1" MIN.
6 ROWS
6 ROWS
4 ROWS
5 ROWS
5 ROWS
4 ROWS
3 ROWS
3 ROWS
MIN. ROWS.
2 ROWS
3 ROWS
2 ROWS
9 ROWSW33
W36 & GREATER 10 ROWS
W24
W30
W27
W21
W16
W18
6 ROWS
8 ROWS
7 ROWS
5 ROWS
4 ROWS
4 ROWS
W12
W8 TO W10
W14
STAND. ROWS.
3 ROWS
3 ROWS
2 ROWS
9 ROWS
10 ROWS
7 ROWS
7 ROWS
8 ROWS
5 ROWS
4 ROWS
6 ROWS
MAX. ROWS.
3 ROWS
3 ROWS
2 ROWS
TYPICAL SINGLE ANGLE (OR SHEAR TAB) CONNECTION DETAIL AND NOTES
MEMBER
1_
8" SCALE TXT HT 1"
BEAM
L4x4x5/16
OF OPENINGS w/ ARCH. & MECH.
VERIFY EXACT NUMBER, SIZE & LOCATIONNOTE:
SECTION
HEADER
PLAN
BEAM
L4x4x1/4 FRAME (TYP.)
1/2" MAX. OPENING
FRAME
HEADER
PANEL POINTS SHALL BE SUPPORTED AS SHOWN
LOADS OCCURING @ PLACES OTHER THAN JOIST
UNLESS OTHERWISE NOTED, CONCENTRATEDNOTE:
PANEL POINT
(LOAD)
PANEL POINT
JOIST, WELD TO TOP &
L2x2x1/4 ON EA. SIDE OF
BOT. CHORDS.
(LOAD) C6x11.5x6'-0" FOR CONCENTRATED
LOAD EXCEEDING 350# PER JOIST
OPENING IN ROOF/RTU SUPPORT FRAMES
CONCENTRATED LOAD ON JOIST
L11/2x11/2x3/16 (X-BRIDGING) ALIGN w/ HORIZ. BRIDGING
MISSING HORIZ.
BRIDGING
HORIZ. BRIDGING
L11/2x11/2x3/16 (X-BRIDGING) ALIGN w/ HORIZ. BRIDGING
HORIZ. BRIDGING
HORIZ. BRIDGING
TYP
1/8FIX FOR BRIDGING
PE
R
P
LA
N
SLAB REINFORCEMENT
PER PLAN
8"
"T /2
"T
"T /2
"T
SL
AB
D
EP
R
ES
SI
O
N
FILL W/ LEAN
CONCRETE
BEFORE OR
AT THE TIME
FOOTING IS
PLACED
NOTES:
1. PIPE SLEEVES SHALL BE PLACED BEFORE CONCRETE IS PLACED AND SHALL HAVE A
MINIMUM INSIDE DIAMETER OF 2.5" MORE THAN THE OUTSIDE DIAMETER OF THE PIPE.
2. EDGE OF PIPE SLEEVES PLACED THROUGH FOUNDATION WALLS SHALL BE 6" MIN FROM
THE TOP AND/OR BOTTOM OF THE FOUNDATION WALL WITH CONDUIT OR PIPE CENTERED
IN THE SLEEVE.
3. CORE DRILLING OF FOUNDATION IS NOT PERMITTED WITHOUT APPROVAL.
4. FOR NUMBER AND LOCATION OF CONDUITS OR PIPES, SEE ELECTRICAL AND MECHANICAL
DRAWINGS.
6"
10" 10"
6"
4"CLEAR
B/ FTG
T/ FTG
TYP WALL REINF
ADD (1)-#5 (D16)
DIAG
EACH CORNER
EACH LAYER
BEND DIAG REINF FOR
OPENING @ BASE OF
WALL
ADD (1)-#5 (D16)
DIAG
EACH CORNER
EACH LAYER
610MM (24")
MIN LAP TYP
0M
M (2
4"
M
IN
L
AP
T
YP
610MM (24")
MIN LAP TYP
0M
M (2
4" )M
IN
L
AP
TY
P
CORNER INTERSECTION
CONCRETE WALLS, BEAMS, FOOTINGS, CONCRETE
FILLED BONDBEAMS, & THICKENED SLABS
REINF. OCCURS, ALTERNATE BENT
WHERE ONLY ONE FACE OF HORIZ.
CORNER BAR TO BE SAME SIZE
& NUMBER AS HORIZ. BARS.36
B
AR
D
IA
BAR DIRECTION.
TYPICAL FOR:
36 BAR DIA.
B
AR
D
IA
36 BAR DIA.
CHORD TIE PLATE
3/16"
TYPICAL CONT ANGLE SPLICE
PL 1/4"x2 1/2"x1'-0"
DECK ANGLE
ANGLE SPLICE
(TYP.)
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
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B
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D B
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D B
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IS
SU
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C O
N
TR
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N O
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L I
C
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AT
IO
N N
O
FI
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N U
M
BE
R
1 2 3 4 5
D
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B
A
S-502
TY
PI
C A L
S
TR
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TU
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D
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AI
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FO
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N , C
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C T I
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T M
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T R
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IT
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AV
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A, N
E 6 8
K.
C
H
AN
K.
C
H
AN
W .B
O
EC
K
W . B
O
EC
K
/2
5/
W
F-
-R
-0
F2
-4 0-
S S -
2-
NOT TO SCALES-502
TYPICAL SINGLE ANGLE (OR
SHEAR TAB) CONNECTION
NOT TO SCALES-502
OPENING IN ROOF / RTU SUPORT
FRAMES/CONCENTRATED LOAD
ON JOIST
NOT TO SCALES-502
3 FIX FOR MISSING BRIDGING
NOT TO SCALES-502
6 DEPRESSED SLAB DETAIL
NOT TO SCALES-502
7 TYP PIPE OR CONDUIT AT FTG.
NOT TO SCALES-502
5 TYPICAL OPENING REINFORCING
NOT TO SCALES-502
4 TYPICAL CORNER BAR DETAIL
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
/1
5/
3/4" = 1'-0"S-502
8 DECK ANGLE SPLICE8
X X X XX X X X
TYP
3/16 2@12
TOS
(SEE PLAN)
L4x4x1/4 CONT.
OMIT STUD
WALL @ SIM
1/4"
21 _ 2"
X X XX X X X X X XX X X XX
DECK
SEE PLAN
TYP
1/4
TOS/JBE.
SEE PLAN
WF BEAM
(SEE PLAN)
E.B.C.
(ALL 1/3 PTS)
(JBE)
(SEE PLAN)
JOIST BRG ELEV
SE
AT
SE
E
PL
AN
X X XX XX XX
TOS/JBE.
SEE PLAN
WF BEAM
(SEE PLAN)
(JBE)
(SEE PLAN)
JOIST BRG ELEV
EXT BOTTOM CHORD (E.B.C.)
(ALL 1/3 PTS)
L4x4x1/4 CONT.
1'-4"
TOS
(SEE PLAN) EMBED CONN.
BY PRECAST MFR.
(TYPICAL)
DL/LL
REACTION (SEE PLAN);
PRECAST MFR SHALL DESIGN
CONNCECTION ACCORDINGLY
ADD'L NOTES
FOR PRECAST
SEE 4/S-511
GRID
1'-4"
/ 2
R (k ip s)
X X XX XX XX XXX XXX XX
TOS
(SEE PLAN)
DECK FASTENER @ 12" O.C. MAX;
(DECK TO L) (TYP.) SEE 3/S-002 FOR ADD'L
1/4 5
L4x4x1/4 CONT.
ROOF DIAPHRAGM FASTENER
SEE SHEET S-002
FASTENER AT 12" O.C.
(DECK TO L) (TYP.)
1/4
MAX. BEAM REACTION
DL/LL=8.5/12.5 KIPS
WELD L TO EMBED.
3/16 4
ADD'L NOTES
FOR PRECAST
SEE 4/S-511
GRID
INSULATED
PRECAST PANEL
PER ARCH.
EMBED PLATE
BY PRECAST MFR.
COORDINATE
LOCATIONS WITH
JOIST SPACING
PER FRAMING
PLAN
6"x6"x3/8x0'-5" ANGLE w/ 1_
2" STIFFENER
(CL) JOIST SEAT.
NOTE: USE 8" WIDE
ANGLE w/ (2)
STIFFENERS 4" O.C.
@ PANEL JOINTS
1'-4"
X X XX X X X XX X X
L3x3x 5/16 BRIDGING CLIP w/
(3) 3/8"x3 1/2" EXP BOLTS
& 2 1/2" EMBED. (TYP.)
BRIDGING PER S.J.I.
L4x4x 1/4 CONT.
PRECAST
3/16
TYP
PER ARCH. (TYP.)
DECK FASTENER SEE 3/S-002
(DECK TO L) (TYP.)
24" O.C. MAX.
EMBED PL AT
BY PRECAST MFR.
(TYPICAL)
ADD'L NOTES
FOR PRECAST
SEE 4/S-511
GRID
SEE PLAN
1'-4"
X X XX X X X XX X X
BY PRECAST MFR.
24" O.C. MAX.
(TYPICAL)
BRIDGING
PER S.J.I.
L2x2x 3/16 @ 4' 0"
O.C. (MAX.)
L6x4x5/16 (LLH) CONT.
EMBED PL AT
(DECK TO L) (TYP.)
DECK FASTENER SEE 3/S-002
TYP
3/16
TYP
3/16 2@12
TOS
(SEE PLAN)
ADD'L NOTES
FOR PRECAST
SEE 4/S-511
GRID
INSULATED
PRECAST PANEL
PER ARCH
/ 2
8"
X X XX XX XX XXXXX XX XX XX X X
TOS
(SEE PLAN) DECK FASTENER
SEE 3/S-002 FOR ADD'L
1/8 3
BRIDGING PER S.J.I.
GRID
PRECAST
PANEL
PER ARCH.
PRECAST
EMBED PL FOR
JOIST BRG.
(BY PRECAST)
(TYP.)
ELEV.
VARIES
PRECAST
PANEL
PER ARCH.
EMBED PLATES @
4'-0" O.C. BOTH
FACES
(STAGGERED)
L6x4x5/16 (LLV) CONT w/
SLOTTED HOLES @ 4'-0";
3/4" PUDDLE WELD TO
EMBED
TYP
3/16
TWO ROWS OF DECK
FASTENERS
1"
2"
2"
/ 2
8"
GRID
XXX XX X XX X
F.F.
PRECAST
PANEL
PER ARCH.
EMBED PLATES @
4'-0" O.C. BOTH
FACES
(STAGGERED)
TWO ROWS OF DECK
FASTENERS
(SEE PLAN)
CENTER OF WALL
TYP
3/16
1"
2" 11 / 2
ADD'L NOTE
SEE 9/S-521
8"
GRID
6"
1'-4"
EQ EQ
1"
PRECAST PANEL
DECK & WALL PANEL CONN
SEE 9/S-521
LOWER WALL PANEL
FOR JOIST THRU
PATCH PANEL w/ FIRE
RATING MATERIAL
ROOF DECK
TOW
(SEE ARCH.)
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
S-521
FL
O
O R
F R
AM
IN
G D
ET
AI
LS
FO
R
T C
AR
SO
N , C
O
LO
R
AD
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TA
C T I
C
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M
EN
T M
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C
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FA
C
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IT
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S N
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T H B
U
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D
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G O
M A H
A D
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T R
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AP
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O
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AV
E O
M A H
A, N
E 6 8
K.
C
H
AN
K.
C
H
AN
W .B
O
EC
K
W . B
O
EC
K
/2
5/
W
F-
-R
-0
F2
-4 0-
S S -
1-
3/4" = 1'-0"S-521
1 FLR. FRAMING SECTION
3/4" = 1'-0"S-521
2 FLR. FRAMING SECTION
3/4" = 1'-0"S-521
3 FLR. FRAMING SECTION
3/4" = 1'-0"S-521
4 STL BM TO PC. CONN
3/4" = 1'-0"S-521
6 JOIST ON BRG LEDGE 3/4" = 1'-0"S-521
7 FRAMING SECTION
3/4" = 1'-0"S-521
8 FRAMING SECTION
3/4" = 1'-0"S-521
5 FRAMING SECTION
3/4" = 1'-0"S-521
9 BRG LEDGE TO PC CONN.
3/4" = 1'-0"S-521
10 FLOOR SECTION
3/4" = 1'-0"S-521
11 JOIST THRU PC PANEL
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
/1
5/
DN
201 202
15' - 4" 6' - 0" 32' - 6"
G
8 9 10 119.4
D
E
F
H
A-401
/2
/2
7'
1/
4"
2'
4" 2'
0"
8'
1/
4"
44' - 1 1/2" 11' - 7 1/2" 6' - 0" 36' - 6 1/2"
3'
8"
/2
3'
8"
2'
0" 3'
8"
3'
4" 3'
4"
2'
4"
2'
0"
2'
7'
/4
6'
1/
2"
2'
3/
4"
/2
/2
0"
10' - 11" 5' - 5 3/4" 20' - 1 3/4"
B B B B
B B B B
6' - 0" 6' - 0" 6' - 0" 6' - 3" 6' - 0" 4' - 3" 6' - 0"
1' - 0"
213A
211B
211A
213B
A-420
N.I.C.
208A
208B
204B
204A
206B
206A
204A
204B
206B
206A
208B
208A
C
C
C
C
C
C
C
C
C
C
3'
3/
4" 4'
4'
1/ 4"
5'
1/
2" 3'
7'
/4
2'
4" 2'
4"
7'
/4
7'
/4
2'
4"
2'
4"
8'
2" 3'
1/ 4"
4'
2'
3/
4"
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
11' - 11 1/2"
11' - 7 1/2"
17' - 11 1/2" 34' - 6 1/2"
2D
11B
11B
11B
11B
1B
A-410
11B
A-407
E200
3'
4"
1/ 2"A-401
1' - 8 1/2"
32' - 10 1/4"
F.5
D.6
D.3
10.5
8'
0" 9'
1/ 4"
/4
/4
/4
45' - 7" 9' - 9 1/4" 8' - 0" 13' - 11 1/2" 22' - 1 1/2"
11' - 2" 6' - 0" 4' - 1" 6' - 0" 44' - 5" 6' - 0" 4' - 1" 6' - 0" 11' - 8"
8'
6'
0" 2'
0"
6'
0" 2'
0"
6'
0" 2'
8"
6'
0" 2'
0"
6'
0" 2'
0"
6'
0" 2'
0"
6'
0" 2'
0"
6'
0" 2'
0"
6'
0" 2'
0"
6'
0" 8'
B
1'
4"
1'
4"
1'
1/
2"
1'
1/
2" 1'
1/ 2"
4B
11B
2C
2C
GENERAL NOTES:
1. SEE A-101 FOR STRUCTURAL GRID DIMENSIONING.
2. ALL CHANGES IN FLOOR MATERIALS IN DOOR OPENING SHALL
OCCUR AT THE CENTER LINEOF THE DOOR PANEL IN THE CLOSED
POSITION U.N.O.
3. ROOM FINISH SCHEDULES MAY BE FOUND ON A-600 SHEETS.
4. DOOR SCHEDULES MAY BE FOUND ON A-600 SHEETS.
5. WINDOW SCHEDULES MAY BE FOUND ON A-600 SHEETS.
6. SEE A-410 FOR WALL TYPE DETAILS.
7. PROVIDE GWB CONTROL JOINTS @ 30'-0" OC MAX SPACING ON
ALL EXPOSED GWB.
8. DO NOT SCALE FROM DRAWINGS.
9. SEE CIVIL SITE PLAN FOR BUILDING LOCATION.
10. CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL
WINDOW, DOOR, LOUVER, AND OTHER OPENINGS PRIOR TO
MANUFACTURING OR INSTALLING ANY SUCH ITEM. ALL OPENING
SIZES ARE NOMINAL. CONTRACTOR SHALL VERIFY THE ACTUAL SIZE
REQUIRED FOR EACH OPENING BEFORE INSTALLING.
*KEYNOTE NUMBERING ON THIS SHEET IS APPLICABLE TO
THIS SHEET ONLY, CHECK KEYNOTE LEGEND FOR EVERY SHEET,
AS KEYNOTE NUMBERS DIFFER FOR EACH SHEET.
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
A-121
C O
M
PO
S I
TE
S E C
O N
D F
LO
O
R P
L A N
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
TA
C T I
C
AL
E Q
U
IP
M
EN
T M
AI
N
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N
AN
C
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FA
C
IL
IT
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S N
O R
T H B
U
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D
IN
G O
M A H
A D
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T R
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AP
IT
O
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AV
E O
M A H
A, N
E 6 8
A.
P
AR
KE
R
A.
P
AR
KE
R
B.
G
O R
U P
/2
5/
W
F-
-R
-0
F2
-4 0-
A.
P
AR
KE
R
1/8" = 1'-0"A-121
1 SECOND FLOOR PLAN
PLAN NORTH8'0 4' 16'
FIRST FLOOR: 47,194 SF
AWNING: 532 SF
SECOND FLOOR: 10,374 SF
TOTAL GROSS: 58,100 SF
GROSS ALLOWABLE MAX.: 58,200 SF
SECOND FLOOR ROOM SCHEDULE
Number Name
208 ADMIN. & SHOP CONTROL "C"
208A OFFICE
208B OFFICE
209 STAIR 2-2
210 CORRIDOR 3
211 TRAINING ROOM
212 TELECOM ROOM
213 BREAK/TRAINING CONFERENCE ROOM
214 WOMEN
215 JAN.
216 MEN
E200 ELEVATOR CAB - 2
SECOND FLOOR ROOM SCHEDULE
Number Name
201 LOBBY 2-1
202 STAIR 1-2
203 WAITING "A"
204 ADMIN. & SHOP CONTROL "A"
204A OFFICE
204B OFFICE
205 WAITING "B"
206 ADMIN. & SHOP CONTROL "B"
206A OFFICE
206B OFFICE
207 WAITING "C"
_KEYNOTE LEGEND TEMF
VALUE TEXT
1 ACCORDIAN FOLDING PARTITIONS
2 SURFACE MOUNT PROJECTION SCREEN, (6'x 4')
3 RECYCLE COLLECTION/STORAGE AREA
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 9/
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/0 3/
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 0/
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 7/
FIRST FLOOR
100' - 0"
T.O. LOW
PRECAST
129' - 5"
T.O. HIGH
PRECAST
138' - 2"
11 12 14 15
10.5
LV-2
2' - 6" 11' - 2 1/4"
12' - 0"
13' - 9" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 10' - 0"5' - 3"12' - 0"
M
AT
C H
LI
N
E
SE
E A-
M
AT
C H
LI
N
E
SE
E A-
*KEYNOTE NUMBERING ON THIS SHEET IS APPLICABLE TO
THIS SHEET ONLY, CHECK KEYNOTE LEGEND FOR EVERY SHEET,
AS KEYNOTE NUMBERS DIFFER FOR EACH SHEET.
GENERAL ELEVATION NOTES:
1. SEE A-100 SHEETS FOR STRUCTURAL GRID DIMENSIONS.
2. SEE A-600 SHEETS FOR WINDOW & LOUVER TYPES & DOOR NUMBERS
NOT SHOWN ON THE ELEVATIONS.
3. SEE ROOF PLANS FOR SIZES AND LOCATIONS OF OTHER ROOF
ELEMENTS.
4. PRECAST PANEL DIMENSIONS ARE FROM PANEL-TO-PANEL, AND NOT
FROM CENTERLINE OF JOINT.
5. LOCATE KNOX BOX AS SPECIFIED.
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
A-207
SO
U
TH
E
LE
V A
TI
O
N
AR
EA
"C
FO
R
T C
AR
SO
N , C
O
LO
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AD
O
TA
C T I
C
AL
E Q
U
IP
M
EN
T M
AI
N
TE
N
AN
C
E
FA
C
IL
IT
IE
S N
O R
T H B
U
IL
D
IN
G O
M A H
A D
IS
T R
IC
T
C
AP
IT
O
L
AV
E O
M A H
A, N
E 6 8
A.
P
AR
KE
R
A.
P
AR
KE
R
B.
G
O R
U P
/2
5/
W
F-
-R
-0
F2
-4 0-
A.
P
AR
KE
R
1/8" = 1'-0"A-207
1 COMPOSITE BUILDING ELEVATION - SOUTH
8'0 4' 16'
_KEYNOTE LEGEND TEMF
VALUE TEXT
1 PREFINISHED MTL. COPING, (TYP.) - COLOR: FS10059
2 INSUL. PRECAST CONC, (TYP.) - COLOR: FS10260
3 ALUM. WINDOW FRAME, (TYP.) - BRONZE ANODIZED ALUM.
4 EXTERIOR LIGHT FIXTURE, (TYP.) - SEE ELEC.
5 BOLLARD, (TYP.) - SAFETY YELLOW
6 MECHANICAL UNIT, (TYP.) - SEE MECH.
7 BUILDING NUMBER/SIGN - (TYP.)
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 9/
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 7/
T.O. LOW
PRECAST
129' - 5"
T.O. HIGH
PRECAST
138' - 2"
GD E FH
AWNING - H
114' - 0"
AWNING - L
108' - 6"
F.5D.6D.3
8 8
LV-4 LV-4
LV-2 6'
0"
/2
95' - 10 1/2"11' - 10"
7' - 2 1/4" 10' - 0" 10' - 0" 10' - 5 3/4" 24' - 0" 9' - 6 1/4" 10' - 0" 10' - 0" 7' - 1 3/4"
EXTENT OF INSULATED METAL WALL PANEL
LV-1
FIRST FLOOR
100' - 0"
T.O. HIGH
PRECAST
138' - 2"
G DEF H
AWNING - L
108' - 6"
F.5 D.6 D.3
7' - 8" 10' - 6"10' - 0"10' - 0"10' - 0"24' - 0"10' - 0"10' - 0"10' - 0"6' - 8"
*KEYNOTE NUMBERING ON THIS SHEET IS APPLICABLE TO
THIS SHEET ONLY, CHECK KEYNOTE LEGEND FOR EVERY SHEET,
AS KEYNOTE NUMBERS DIFFER FOR EACH SHEET.
GENERAL ELEVATION NOTES:
1. SEE A-100 SHEETS FOR STRUCTURAL GRID DIMENSIONS.
2. SEE A-600 SHEETS FOR WINDOW & LOUVER TYPES & DOOR NUMBERS
NOT SHOWN ON THE ELEVATIONS.
3. SEE ROOF PLANS FOR SIZES AND LOCATIONS OF OTHER ROOF
ELEMENTS.
4. PRECAST PANEL DIMENSIONS ARE FROM PANEL-TO-PANEL, AND NOT
FROM CENTERLINE OF JOINT.
5. LOCATE KNOX BOX AS SPECIFIED.
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
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IG
N
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B
Y:
SU
B M
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D B
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SI
ZE
C H
E C
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D B
Y:
AN
S I
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FI
LE
N
AM
E:
IS
SU
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AT
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C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
A-208
EA
ST
A N
D W
ES
T
E L
EV
A T
IO
N S
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
TA
C T I
C
AL
E Q
U
IP
M
EN
T M
AI
N
TE
N
AN
C
E
FA
C
IL
IT
IE
S N
O R
T H B
U
IL
D
IN
G O
M A H
A D
IS
T R
IC
T
C
AP
IT
O
L
AV
E O
M A H
A, N
E 6 8
A.
P
AR
KE
R
A.
P
AR
KE
R
B.
G
O R
U P
/2
5/
W
F-
-R
-0
F2
-4 0-
A.
P
AR
KE
R
1/8" = 1'-0"A-208
1 EAST ELEVATION
1/8" = 1'-0"A-208
2 WEST ELEVATION
8'0 4' 16'
_KEYNOTE LEGEND TEMF
VALUE TEXT
1 EXTERIOR LIGHT FIXTURE, (TYP.) - SEE ELEC.
2 BOLLARD, (TYP.) - SAFETY YELLOW
3 INSUL. PRECAST CONC, (TYP.) - COLOR: FS10076
4 PREFINISHED MTL. COPING, (TYP.) - COLOR: FS10059
5 AWNING TIE ROD, (TYP.)
6 AWNING
7 MECHANICAL UNIT, (TYP.) - SEE MECH.
8 MTL. INSUL. WALL PANEL, (TYP.) - COLOR: FS10076
9 INSUL. PRECAST CONC, (TYP.) - COLOR: FS10260
10 DOWNSPOUT, (TYP.)
11 HOSE BIB, (TYP.)
12 BI-FOLD DOOR, (TYP.)
13 BUILDING NUMBER/SIGN - (TYP.)
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 7/
STL DECK
1SCALE: NTS STC 33 MINIMUM
NOT FIRE-RATED
STEEL STUD PARTITION
6" M
IN
1BNO GYP - ONE SIDE
EXTEND STUD AND GWB TO STL
DECK WHERE EXPOSED
STRUCTURE CEILING IS SCHEDULED
CEILING AS SCHEDULED (SEE ROOM
FINISH SCHEDULE) - BOTH SIDES
WHERE FINISH CEILING IS REQ'D, ALT
BRACING DETAIL 1/A-410 MAY BE
USED.
4" STL STUDS @ 16" OC W/
5/8" GWB - BOTH SIDES
WALL BASE AND FLOOR FINISH AS
SCHEDULED (SEE ROOM FINISH
SCHEDULE) - BOTH SIDES
STL STUD RUNNER TRACK
STL DECK
2 1/2" SOUND ATTENUATION BATTS
FROM STRUCTURAL FLOOR TO
STRUCTURAL DECK
2SCALE: NTS STC 50 MINIMUM
1 HR FIRE-RATED WHERE APPLICABLE
(UL#465 OR EQ)
STEEL STUD SOUND PARTITION
2BUSE 6" STL STUD IN LIEU OF 4" STL STUD
2CNO GWB - ONE SIDE
CEILING AS SCHEDULED (SEE ROOM
FINISH SCHEDULE) - BOTH SIDES
STAGGER AND SEAL ALL
JUNCTION BOXES - SEE
DTL ?/A-???
MIN 3/8" GAP W/ ACOUSTICAL
SEALANT - BOTH SIDES
STL STUD RUNNER TRACK
WALL BASE AND FLOOR FINISH AS
SCHEDULED (SEE ROOM FINISH
SCHEDULE) - BOTH SIDES
4" 20 GA STL STUDS @
16" OC W/ 5/8" GWB -
BOTH SIDES
SEAL ALL THRU-WALL
PENETRATIONS - SEE
DTL ?/A-???
A-321
2DUSE 6" STL STUD IN LIEU OF 4" STL STUD
NO GWB - ONE SIDE
STL DECK
4SCALE: NTS STC 45 MINIMUM
NOT FIRE-RATED
STEEL STUD PARTITION W/ TILE
4BNO SOUND ATTENUATION BATT, FURRED-OUT W/
2 1/2" STL STUDS @ ADJACENT PCC WALL
(SEE WALL TYPE 12B)
CEILING AS SCHEDULED (SEE ROOM
FINISH SCHEDULE) - BOTH SIDES
STL STUD RUNNER TRACK
TILE FLOOR AND BASE UNO
4" 20 GA STL STUDS @ 16"
OC W/ 5/8" GWB - BOTH
SIDES, UNO
WALL TILE ON ONE OR BOTH SIDES
AS SCHEDULED, THIN-SET ON 5/8"
GLASS MAT GYPSUM BACKER
BOARD, TCA METHOD W245-16
TI
LE
H
EI
G H
T
AS
S C
H
ED
U
LE
D 6"
M
IN
2 1/2" SOUND ATTENUATION BATTS
4CNO SOUND ATTENUATION BATT, NO GWB -
ONE SIDE
A-321
STL DECK
6SCALE: NTS STC 45 MINIMUM
1 HR FIRE-RATED WHERE APPLICABLE
(UL#465 OR EQ)
STEEL STUD SECURE PARTITION
CEILING AS SCHEDULED (SEE ROOM
FINISH SCHEDULE) - BOTH SIDES
MIN 3/8" GAP W/ ACOUSTICAL
SEALANT - BOTH SIDES
STL STUD RUNNER TRACK
WALL BASE AND FLOOR FINISH AS
SCHEDULED (SEE ROOM FINISH
SCHEDULE) - BS
6" STL STUDS @ 16" OC W/
5/8" GWB - BOTH SIDES
18 GA EXPANDED STL MESH AT
EXTERIOR FACE OF WALL
SECURED
SPACE
NON-SECURE
SPACE
BATT WHERE APPLICABLE
8SCALE: NTS STC - NONE
NOT FIRE-RATED
WIRE MESH PARTITION
'-0
" M
AX
IM
U
M W
AL
L
H
EI
G H
T
6 GA WOVEN WIRE - TYP
STEEL TUBE FRAME -
DESIGNED BY MFR
1 1/2"X3/4" BOTTOM GUIDE
CHANNEL BY MFR
FLOOR SOCKET 21/2" HIGH
W/ SET SCREW
ADJUSTMENT BY MFR
6 GA WOVEN WIRE - TYP
U-SHAPE ANCHOR BOLT @
2'-4" OC MAX DESIGNED BY
WOVEN WIRE MFR
1 1/2"X3/4" STL CHANNEL BY MFR
10SCALE: NTS STC - NONE
1 HOUR FIRE-RATED WHERE APPLICABLE
(UL# U465 OR EQ)
ARMS VAULT
STL DECK
CEILING AS SCHEDULED (SEE ROOM
FINISH SCHEDULE)
CIP CONC WALL - SLAB AND
BEARING CONDITION VARIES -
SEE STRUCTURAL DRAWINGS
WALL BASE AND FLOOR FINISH AS
SCHEDULED (SEE ROOM FINISH
SCHEDULE) - BOTH SIDES
SEAL ALL THRU-WALL JOINTS AND
PENETRATIONS W/ UL-LISTED
ASSEMBLY - SEE SPECIFICATIONS
8" CIP CONC WALL - SEE STRUCTURAL
DRAWINGS FOR REINFORCEMENT AND
BRACING REQUIREMENTS.
2"
POURED CONCRETE CAP -
SEE STRUCTURAL
'-0
" T O
T O
P O
F
VA
U
LT
VAULT
SE
E
ST
R
U C
TU
R
AL
4" STL STUDS @ 16" OC W/ 5/8"
TYP X GWB - BOTH SIDES
NOTE: FOR TYPE 10 WALLS THAT ALSO SERVE AS AN AIR BARRIER BOUNDARY,
PROVIDE 3" MINIMUM LOW DENSITY SPF IN LIEU OF BATTS. SEE A-8XX FOR AIR
BARRIER PLANS.
2 1/2" SOUND ATTENUATION BATTS OR
3" SPF FROM STRUCTURAL FLOOR TO
STRUCTURAL DECK - SEE NOTE BELOW
A-321
11STC 50 MINIMUM
1 HR-RATED WHERE APPLICABLE
PRECAST CONCRETE PARTITION
STL DECK
CEILING AS SCHEDULED (SEE ROOM
FINISH SCHEDULE) - BOTH SIDES
PC CONC WALL - SLAB AND BEARING
CONDITION VARIES - SEE STRUCTURAL
DRAWINGS. SHIM AND GROUT AS
REQ'D.
WALL BASE AND FLOOR FINISH AS
SCHEDULED (SEE ROOM FINISH
SCHEDULE) - BOTH SIDES
SEAL ALL THRU-WALL
PENETRATIONS W/ JOINT SEALANT
OR FIRESTOPPING - SEE
ARCHITECTURAL DRAWINGS
SEE PRECAST ELEVATIONS FOR REVEAL
LOCATIONS
HEAD CONDITION VARIES - SEE STRUCTURAL
DRAWINGS FOR BRACING REQUIREMENTS
SPRAY FOAM (OPEN-CELL) HEAD CONDITION
FOR CONTINUOUS ACOUSTICAL SEAL (EXCEPT
1-HR RATED WALLS - SEE 2/A321)
2" M
AX
8" SOLID PC CONC WALL - SEE STRUCTURAL
DRAWINGS FOR REINFORCEMENT AND
BRACING REQUIREMENTS.
BOND BREAKER W/ SEALANT - BS
2"
8"
M
IN2"
11B2 1/2" STL STUD @ 16" OC W/5/8" GWB - ONE SIDE,
SEE ROOM FINISH SCHEDULE (6" MIN. ABOVE CLG.)
11C2 1/2" STL STUD @ 16" OC W/5/8" GWB - TWO SIDE,
SEE ROOM FINISH SCHEDULE (6" MIN. ABOVE CLG.)
A-321
13PRECAST CONCRETE PARTIAL HT.
PC CONC WALL - SLAB AND BEARING
CONDITION VARIES - SEE STRUCTURAL
DRAWINGS. SHIM AND GROUT AS
REQ'D.
FLOOR FINISH AS SCHEDULED (SEE
ROOM FINISH SCHEDULE) - BOTH
SIDES
SEE PRECAST ELEVATIONS FOR REVEAL
LOCATIONS
CHAMFER EDGES AT ALL EXPOSED
OUTSIDE CORNERS
8" SOLID PC CONC WALL - SEE STRUCTURAL
DRAWINGS FOR REINFORCEMENT AND
BRACING REQUIREMENTS.
BOND BREAKER W/ SEALANT - BS
2"
8"
5'
12STC 50 MINIMUM
1 HR-RATED WHERE APPLICABLE
PRECAST CONCRETE PARTITION
STL DECK
CEILING AS SCHEDULED (SEE ROOM
FINISH SCHEDULE) - BOTH SIDES
PC CONC WALL - SLAB AND BEARING
CONDITION VARIES - SEE STRUCTURAL
DRAWINGS. SHIM AND GROUT AS
REQ'D.
SEAL ALL THRU-WALL
PENETRATIONS W/ JOINT SEALANT
OR FIRESTOPPING - SEE
ARCHITECTURAL DRAWINGS
HEAD CONDITION VARIES - SEE STRUCTURAL
DRAWINGS FOR BRACING REQUIREMENTS
SPRAY FOAM (OPEN-CELL) HEAD CONDITION
FOR CONTINUOUS ACOUSTICAL SEAL (EXCEPT
1-HR RATED WALLS - SEE 2/A321)
2" M
AX
8" SOLID PC CONC WALL - SEE STRUCTURAL
DRAWINGS FOR REINFORCEMENT AND
BRACING REQUIREMENTS.
BOND BREAKER W/ SEALANT - BS
2"
8"
M
IN2"
12B2 1/2" STL STUD @ 16" OC W/5/8" GWB - ONE SIDE
, SEE ROOM FINISH SCHEDULE (6" MIN. ABOVE CLG.)
TILE FLOOR AND BASE UNO
WALL TILE ON ONE OR BOTH SIDES
AS SCHEDULED, THIN-SET ON PC
CONC., ON 2 1/2" MIN STEEL STUD,
TCA METHOD W245-16
A-321
STL DECK
5SCALE: NTS STC 33 MINIMUM
NOT FIRE-RATED
STEEL STUD PARTITION
6" M
IN
CEILING AS SCHEDULED (SEE ROOM
FINISH SCHEDULE) - BOTH SIDES
WHERE FINISH CEILING IS REQ'D, ALT
BRACING DETAIL 1/A-410 MAY BE
USED.
2 1/2" STL STUDS @ 16"
OC W/ 5/8" GWB - ONE
SIDE
WALL FINISH, WALL BASE, AND
FLOOR FINISH AS SCHEDULED (SEE
ROOM FINISH SCHEDULE) - BOTH
SIDES
STL STUD RUNNER TRACK
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
A-320
W
AL
L
TY
P E S
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
TA
C T I
C
AL
E Q
U
IP
M
EN
T M
AI
N
TE
N
AN
C
E
FA
C
IL
IT
IE
S N
O R
T H B
U
IL
D
IN
G O
M A H
A D
IS
T R
IC
T
C
AP
IT
O
L
AV
E O
M A H
A, N
E 6 8
A.
P
AR
KE
R
A.
P
AR
KE
R
B.
G
O R
U P
/2
5/
W
F-
-R
-0
F2
-4 0-
A.
P
AR
KE
R
M
AR
K D
ES
C
R I P
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 9/
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/0 3/
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 0/
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 7/
UP
UP
DN
DN
G
9 9.4
A-404
A-404
F.5
3'
1"
1'
/4
3'
4" 4"
3' - 10" 1' - 1 1/4" 3' - 10"
109A
109B
STAIR 2-1
D
H
A-403
A-402
A-402
10.5
11' - 11" 4' - 0 1/4"
4'
0" 1'
8"
4'
0"
121A
121B
9'
11' - 2 3/4" 15' - 11 1/4"
STAIR 1-1
D
H
A-403
A-402
A-402
10.5 4'
0"
1'
8" 4'
0"
11' - 2 3/4" 11' - 11" 4' - 0 1/4"
12B
STAIR 1-2
G
9 9.4
A-404
A-405
A-404
F.5
11B
3'
4" 7 1/
2"
3' - 10" 1' - 1 1/4" 3' - 10" 3'
3/ 4"
1'
3/
4"
209STAIR 2-2
GENERAL NOTES:
1. INSTALL RAIL/BARRIER UNDER STAIR IAW 2010 ADA STANDARDS FOR
ACCESSIBLE DESIGN.
2. LEADING EDGE OF UNDER STAIR RAIL/BARRIER SHALL BE NLT 27"
ABOVE FINISHED FLOOR.
3. ALL EXPOSED STEEL SURFACES OF STAIR ASSEMBLY SHALL BE PRIMED
BY FABRICATOR AND FIELD PAINTED IAW SPECIFICATION 09 06 90.
4. GUARDRAIL AND HANDRAIL MEMBERS SHALL NOT ALLOW A 4" DIA.
SPHERE TO PASS THROUGH.
5. STAIRWELL SHAFT AND STAIR CLEAR WIDTH DIMESNIONS SHLL BE FIELD
VERIFIED BY CONTRACTOR PRIOR TO FABRICIATION. ALL STEEL
DESIGNATIONS AND DIMENSIONS ARE FOR REFERENCE ONLY.
6. REFERENCE ROOM FINISH SCHEDULE FOR STAIR TREAD, NOSING, AND
RISER MATERIAL. REFERNCE COLOR SCHEDULE IN SPECIFICATION FOR STAIR
TREAD, NOSING, AND RISER COLORS.
7. AT THE TOP OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND HORIZONTALLY
ABOVE THE LANDING FOR 12” MIN. BEGINNING DIRECTLY ABOVE THE FIRST
RISER NOSING. EXTENSIONS SHALL RETURN TO A WALL OR GUARD.
8. AT THE BOTTOM OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND AT THE
SLOPE OF THE STAIR FLIGHT FOR A HORIZONTAL DISTANCE AT LEAST
EQUAL TO ONE TREAD DEPTH BEYOND THE LAST RISER NOSING. EXTENSION
SHALL RETURN TO A WALL OR GUARD.
*KEYNOTE NUMBERING ON THIS SHEET IS APPLICABLE TO
THIS SHEET ONLY, CHECK KEYNOTE LEGEND FOR EVERY SHEET,
AS KEYNOTE NUMBERS DIFFER FOR EACH SHEET.
1 1/2" OD STEEL HANDRAIL
- ANCHOR TO WALL IAW
MANUFACTURER'S
RECOMMENDATIONS
HANDRAIL BRACKET
FACE OF WALL
3/
4"
3"
2 1/4"
1/4" COVER PLATE
ANCHORED TO WALL
OVER HANDRAIL
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
A-401
EN
LA
R G
E D S
TA
IR
P
LA
N S
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
TA
C T I
C
AL
E Q
U
IP
M
EN
T M
AI
N
TE
N
AN
C
E
FA
C
IL
IT
IE
S N
O R
T H B
U
IL
D
IN
G O
M A H
A D
IS
T R
IC
T
C
AP
IT
O
L
AV
E O
M A H
A, N
E 6 8
A.
P
AR
KE
R
A.
P
AR
KE
R
B.
G
O R
U P
/2
5/
W
F-
-R
-0
F2
-4 0-
A.
P
AR
KE
R
1/4" = 1'-0"A-401
1 ENLARGED STAIR PLAN 2-1
1/4" = 1'-0"A-401
2 ENLARGED STAIR PLAN 1-1
4' 8'0 2' 8'0 4' 16'
1/4" = 1'-0"A-401
3 ENLARGED STAIR PLAN 1-2
1/4" = 1'-0"A-401
4 ENLARGED STAIR PLAN 2-2
_KEYNOTE LEGEND TEMF
VALUE TEXT
1 MTL RAIL/BARRIER
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/0 3/
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 7/
1 1/2" = 1'-0"A-401
5 DETAIL HANDRAIL
3/4" = 1'-0"A-401
6 DETAIL TREAD/RISER
STEEL STRINGER BEYOND
CONCRETE OVER METAL
PAN
STEEL ANGLE SUPPORT
SECOND FLOOR
116' - 4"
T.O. HIGH
PRECAST
138' - 2"
11 10.5
A-401
STAIR 1-1
STAIR 1-2
FIRST FLOOR
100' - 0"
SECOND FLOOR
116' - 4"
T.O. HIGH
PRECAST
138' - 2"
D H
CEILING
125' - 4"
STAIR 1-1
STAIR 1-2
8'
2"
*KEYNOTE NUMBERING ON THIS SHEET IS APPLICABLE TO
THIS SHEET ONLY, CHECK KEYNOTE LEGEND FOR EVERY SHEET,
AS KEYNOTE NUMBERS DIFFER FOR EACH SHEET.
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
A-402
EN
LA
R G
ED
S
TA
IR
S
EC
T I O
N S
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
TA
C T I
C
AL
E Q
U
IP
M
EN
T M
AI
N
TE
N
AN
C
E
FA
C
IL
IT
IE
S N
O R
T H B
U
IL
D
IN
G O
M A H
A D
IS
T R
IC
T
C
AP
IT
O
L
AV
E O
M A H
A, N
E 6 8
A.
P
AR
KE
R
A.
P
AR
KE
R
B.
G
O R
U P
/2
5/
W
F-
-R
-0
F2
-4 0-
A.
P
AR
KE
R
M
AR
K D
ES
C
R I P
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 0/
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 7/
3/8" = 1'-0"A-402
1 ENLARGED STAIR SECTION - 1
3/8" = 1'-0"A-402
2 ENLARGED STARI SECTION - 2
_KEYNOTE LEGEND TEMF
VALUE TEXT
1 MTL RAIL/BARRIER
2 1 HR CLG ASSEMBLY - UL NO. U496
0 2' 4' 6'7 0 2' 4' 6'7
SECOND FLOOR
116' - 4"
T.O. HIGH
PRECAST
138' - 2"
CEILING
125' - 4"
LANDING
108' - 2"
CONCEALED SPACE
10.5
STAIR 1-1
STAIR 1-2
*KEYNOTE NUMBERING ON THIS SHEET IS APPLICABLE TO
THIS SHEET ONLY, CHECK KEYNOTE LEGEND FOR EVERY SHEET,
AS KEYNOTE NUMBERS DIFFER FOR EACH SHEET.
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
A-403
EN
LA
R G
ED
S
TA
IR
S
EC
T I O
N S
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
TA
C T I
C
AL
E Q
U
IP
M
EN
T M
AI
N
TE
N
AN
C
E
FA
C
IL
IT
IE
S N
O R
T H B
U
IL
D
IN
G O
M A H
A D
IS
T R
IC
T
C
AP
IT
O
L
AV
E O
M A H
A, N
E 6 8
A.
P
AR
KE
R
A.
P
AR
KE
R
B.
G
O R
U P
/2
5/
W
F-
-R
-0
F2
-4 0-
A.
P
AR
KE
R
M
AR
K D
ES
C
R I P
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 0/
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 7/
3/8" = 1'-0"A-403
1 ENLARGED STAIR SECTION - 3
_KEYNOTE LEGEND TEMF
VALUE TEXT
1 PAINTED STAIR STRINGER
2 1 HR CLG ASSEMBLY - UL NO. U496
8'0 4' 16'
SECOND FLOOR
116' - 4"
T.O. HIGH
PRECAST
138' - 2"
G
CEILING
125' - 4"
LANDING
108' - 2"
F.5
(T
YP
3'
6" 4'
8"
3'
6"
(T
YP
8'
2"
STAIR 2-1
STAIR 2-2
5' - 7 1/4" 11' - 11" 3' - 9 3/4"
3'
0"
FIRST FLOOR
100' - 0"
SECOND FLOOR
116' - 4"
T.O. HIGH
PRECAST
138' - 2"
99.4
CEILING
125' - 4"
LANDING
108' - 2"
STAIR 2-1
STAIR 2-2
(T
YP
2'
7"
(T
YP
5'
*KEYNOTE NUMBERING ON THIS SHEET IS APPLICABLE TO
THIS SHEET ONLY, CHECK KEYNOTE LEGEND FOR EVERY SHEET,
AS KEYNOTE NUMBERS DIFFER FOR EACH SHEET.
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
A-404
EN
LA
R G
ED
S
TA
IR
S
EC
T I O
N S
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
TA
C T I
C
AL
E Q
U
IP
M
EN
T M
AI
N
TE
N
AN
C
E
FA
C
IL
IT
IE
S N
O R
T H B
U
IL
D
IN
G O
M A H
A D
IS
T R
IC
T
C
AP
IT
O
L
AV
E O
M A H
A, N
E 6 8
A.
P
AR
KE
R
A.
P
AR
KE
R
B.
G
O R
U P
/2
5/
W
F-
-R
-0
F2
-4 0-
A.
P
AR
KE
R
M
AR
K D
ES
C
R I P
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 0/
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 7/
3/8" = 1'-0"A-404
1 ENLARGED STAIR SECTION - 5
3/8" = 1'-0"A-404
2 ENLARGED STAIR SECTION - 4
_KEYNOTE LEGEND TEMF
VALUE TEXT
1 1 HR CLG ASSEMBLY - UL NO. U496
2 EXTERIOR LIGHT FIXTURE, (TYP.) - SEE
ELEC.
3 MTL RAIL/BARRIER
8'0 4' 16'
SECOND FLOOR
116' - 4"
T.O. HIGH
PRECAST
138' - 2"
G
CEILING
125' - 4"
LANDING
108' - 2"
F.5
CONCEALED SPACE
STAIR 2-1
STAIR 2-2
109A
*KEYNOTE NUMBERING ON THIS SHEET IS APPLICABLE TO
THIS SHEET ONLY, CHECK KEYNOTE LEGEND FOR EVERY SHEET,
AS KEYNOTE NUMBERS DIFFER FOR EACH SHEET.
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
A-405
EN
LA
R G
ED
S
TA
IR
S
EC
T I O
N S
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
TA
C T I
C
AL
E Q
U
IP
M
EN
T M
AI
N
TE
N
AN
C
E
FA
C
IL
IT
IE
S N
O R
T H B
U
IL
D
IN
G O
M A H
A D
IS
T R
IC
T
C
AP
IT
O
L
AV
E O
M A H
A, N
E 6 8
A.
P
AR
KE
R
A.
P
AR
KE
R
B.
G
O R
U P
/2
5/
W
F-
-R
-0
F2
-4 0-
A.
P
AR
KE
R
M
AR
K D
ES
C
R I P
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 0/
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 7/
3/8" = 1'-0"A-405
1 ENLARGED STAIR SECTION - 6
_KEYNOTE LEGEND TEMF
VALUE TEXT
1 MTL RAIL/BARRIER
2 PAINTED STAIR STRINGER
8'0 4' 16'
9 109.4 10.5
76' - 1 1/2"
"1
1/2" / 1'-0"
A-417
1/2" / 1'-0"
31' - 11 1/2"
12' - 0"
5'
0"
3 4
1/2" / 1'-0"
A-417
G
AWNING - H
114' - 0"
A-417
A-417
A-417
H
AWNING - L
108' - 6"
A-417
A-417
A-417
SEE PLAN
2 6
*KEYNOTE NUMBERING ON THIS SHEET IS APPLICABLE TO
THIS SHEET ONLY, CHECK KEYNOTE LEGEND FOR EVERY SHEET,
AS KEYNOTE NUMBERS DIFFER FOR EACH SHEET.
GENERAL AWNING NOTES:
1. ALL DIMENSIONS ARE NOMINAL, U.N.O.
2. ALL ROOFING, FLASHING, & ACCESSORIES TO BE INSTALLED IN ACCORDANCE
SMACNA GUIDELINES.
3. ALL FINISHES TO BE FACTORY PRE-FINISHED.
4. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
5. FIELD VERIFY STRUCTURAL CONDITIONS AND CRITICAL DIMENSIONS PRIOR TO FABRICATION
AND INSTALLATION OF ASSEMBLIES.
6. SLOPE DECKING TO J CHANNEL FASCIA.
7. SLOPE J CHANNEL FASCIA TO DOWNSPOUTS.
8. CALCULATE J CHANNEL AND DOWNSPOUT SIZE IAW THE SMACNA.
US Army Corps of Engineers ®
SHEET ID
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PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
A-417
EN
LA
R G
ED
A
W N
IN
G
P
LA
N
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
TA
C T I
C
AL
E Q
U
IP
M
EN
T M
AI
N
TE
N
AN
C
E
FA
C
IL
IT
IE
S N
O R
T H B
U
IL
D
IN
G O
M A H
A D
IS
T R
IC
T
C
AP
IT
O
L
AV
E O
M A H
A, N
E 6 8
A.
P
AR
KE
R
A.
P
AR
KE
R
B.
G
O R
U P
/2
5/
W
F-
-R
-0
F2
-4 0-
A.
P
AR
KE
R
M
AR
K D
ES
C
R I P
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 2/
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/0 3/
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 0/
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 7/
1/4" = 1'-0"A-417
1 ENLARGED AWNING PLAN
1/4" = 1'-0"A-417
2 ENLARGED AWNING PLAN
_KEYNOTE LEGEND TEMF
VALUE TEXT
1 GALVALUME MTL. DECKING, (TYP.)
2 ALUM. J CHANNEL FASCIA, (TYP.) - COLOR: FS10059
3 MTL. DECKING, (TYP.)
4 AWNING SUPPORT, (TYP.) - SEE STRUCTURAL
5 INSUL. PRECAST CONC, (TYP.) - COLOR: FS10260
6 ALUM. DOWNSPOUT, (TYP.) - COLOR: FS10059
1/2" = 1'-0"A-417
3 AWNING SECTION
1/2" = 1'-0"A-417
4 AWNING SECTION
1 1/2" = 1'-0"A-417
6 AWNING/CANOPY FRAMING SECTION
4' 8'0 2'
2' 4'1'0
1' 2'0 6"
ROOM FINISH LEGEND:
ACT ACOUSTICAL TILE CEILING
CONC CONCRETE
CPT CARPET TILE
DMW DRY ERASE MAGNETIC WALLCOVERING
FRL FIBER REINFORCED LAMINATE WALL PANELS
GWB GYPSUM WALL BOARD (UNPAINTED)
GWB-PNT GYPSUM WALL BOARD (PAINTED)
GM WR GWB GLASS MAT WATER RESISTANT GYPSUM WALL BOARD
HCONC CONCRETE W/HARDENER
IR IMPACT RESISTANT
LVT LUXURY VINYL TILE
MR MOISTURE RESISTANT
OTS OPEN TO STRUCTURE
PCAST CONC PRECAST CONCRETE
PLYWD PLYWOOD
PNT PAINT
PT PORCELAIN TILE
RB RESILIENT BASE
RT RUBBER TILE
WM WALK-OFF MAT
WWM WOVEN WIRE MAT
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
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O R
PS
O
F
EN
G
IN
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R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
A-601
R O
O M
F
IN
IS
H
S C
H
ED
U
LE
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
TA
C T I
C
AL
E Q
U
IP
M
EN
T M
AI
N
TE
N
AN
C
E
FA
C
IL
IT
IE
S N
O R
T H B
U
IL
D
IN
G O
M A H
A D
IS
T R
IC
T
C
AP
IT
O
L
AV
E O
M A H
A, N
E 6 8
A.
P
AR
KE
R
A.
P
AR
KE
R
B.
G
O R
U P
/2
5/
W
F-
-R
-0
F2
-4 0-
A.
P
AR
KE
R
_ROOM FINISH SCHEDULE
ROOM NAME
WALL FINISH
BASE
FLOOR CEILINGS
NOTES & REMARKS (SEE NOTES)NORTH EAST SOUTH WEST MAT. MAT. HEIGHT
101 LOBBY 1-1 PNT PNT PNT PNT RB CONC ATC 9' - 0" NOTE 1
102 ELEV. EQUIP. ROOM PNT PNT PNT PNT RB HCONC OTS -
103 CORRIDOR 1 PNT PNT PNT PNT RB CONC ATC 9' - 0"
104 WOMEN PT/PNT PT/PNT PT/PNT PT/PNT PT PT GWB 9' - 0" NOTE 9, NOTE 10
105 MEN PT/PNT PT/PNT PT/PNT PT/PNT PT PT GWB 9' - 0" NOTE 9, NOTE 10
106 JAN. PNT PNT PNT PNT RB HCONC GWB 9' - 0" NOTE 5, NOTE 10
107A CENTRAL VEHICLE MAINTNENANCE AREA
107B CENTRAL VEHICLE MAINTNENANCE…
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