W912QR20R0004_Plans-0003.pdf
PDF 4 MB Posted
- Solicitation number
- W912QR20R0004
About this file
This solicitation is for design and construction services for a new Joint Operations Mission and Planning Center (JOMPC) at Scott Air Force Base in Illinois. The U.S. Army Corps of Engineers seeks a contractor to provide architectural and engineering design, followed by new building construction.
Key project details include design and construction of a two-story, approximately 75,000 square foot facility. The building will house office, conference, and operations spaces to support critical mission functions. Construction is to be completed within 24 months of the notice to proceed. The solicitation closes on April 20, 2020, with proposals due by May 18. The contract is to be awarded by September 2020. Pricing is to be provided as both design-bid-build and design-build delivery methods. The solicitation encourages proposals from small businesses.
View the file
Other files
Show all 36
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SCALE N.T.S.
M-RATED BARRIERA1
1'-8"
1.5" CLEAR E.F.
3' -0
2'
-8
1' -4
7' -0
ATTACK
SIDE
#5 STIRRUPS AT 6" TOP
PROTECTED
SIDE
(10)#4 TIES @ 6" E.W.
ALTERNATE 135° HOOKS
(11)#7 @ 6" E.F.
#5 @ 6" E.F.
2" x 10" KEY
(4)#7 @ 6" TOP & BOTTOM
#5 @ 6" TOP & BOTTOM
3" C
LE
AR
C O
VE
R
10" 10"
3'-4"
ATTACK
SIDE
PROTECTED
SIDE
4'-0"
SLOPE
2" M
IN
4' -8
1' -0
" M
IN
2' -0
2'
-0
#4 @ 12" ON CENTER
EACH WAY EACH FACE
#5 @ 12" ON CENTER
EACH WAY TOP AND BOTTOM
1'-6"
SCALE N.T.S.
RETAINING WALLA7
3' -0
6"
6"
3'-0" 6"6"
4' -0
1'-3" 1'-3"1'-6"
#4 TIES
@12" O.C.
(8)#4 VERTICAL 4'-0"
#4 TIES
@12" O.C.
(8)#4
VERTICAL
1' -0
4' -0
1' -3
SCALE N.T.S.
CORNER PILASTER
AT RETAINING WALLE1 SCALE N.T.S.
ATFP PILASTERE3 SCALE N.T.S.
RETAINING WALL PILASTERE5
4'-0"
DOWELS TO MATCH AND
LAP SPLICE HORIZONTAL
WALL REINFORCMENT
1' -3
1'
-0
#4 TIES
@12" O.C.
(10)#4
VERTICAL
DOWELS TO MATCH
AND LAP SPLICE
HORIZONTAL WALL
REINFORCEMENT
DOWELS TO MATCH
AND LAP SPLICE
HORIZONTAL WALL
REINFORCEMENT
MATERIAL SPECIFICATIONS:
CONCRETE: f'c = 2,900 PSI (MIN) REINFORCING STEEL: fy = 40,000 PSI (MIN)
1'-0"1'-6"
Z:\CLIENTS\ANF\USCOE\LRL\115822_SCOTTJOMPC\DESIGN\CIVIL\SHEETS\115822CS501.DWG 3/24/2021 9:08 AM BHEADY
D
ES
IG
N
ED
B
Y:
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
FI
LE
N
AM
E:
SI
ZE
PL
O T
SC
AL
E:
PL
O T
D
AT
E:
/1 1/
IS
SU
E D
AT
E:
PR
O
JE
C
T N
O
C O
N
TR
AC
T
N O
AF
D
R
AW
IN
G
C O
D E:
/1
1/
X2
SO
LI
C
IT
AT
IO
N N
O
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
W
AR
D P
AR
KW
AY
, K
AN
SA
S C
IT
Y, M O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
PR
O
JE
C
T N
O . K
R
SM
SC
O
TT
A
IR
F
O R
C E
BA
SE
, I
LL
IN
O
IS
JO
IN
T O
PE
R
AT
IO
N S
M
IS
SI
O N
P
LA
N N
IN
G
C
EN
TE
R
(J O
M
PC
AS
S
H O
W N
C
ER
TI
FI
ED
F
IN
AL
1 753 92 864 10
A
B
C
D
E
F
G
C
ER
TI
FI
ED
F
IN
AL
IS
SU
ED
F
O R
B
ID
D
EC
VD
YD
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATION
CS507
M .S
C H
R
AE
D
ER
J.
D
AH
LO
R
C
S5
.D W
G
SI
TE
D
ET
AI
LS
S.
W
AG
N
ER
NOTE:
1. SEE A-445 FOR ARCHITECTURAL DETAIL OF WALL.
AM
EN
D
M
EN
T
/1 9/
NOTE:
1. SEE A-445 FOR ARCHITECTURAL DETAIL OF WALL.
AM
EN
D
M
EN
T
TB
D
31 March 2021
/3
1/
M
AR
M
AR
/1 9/
/3
1/
W
2Q R
R
_P la ns -0
B
7 8 9 10 11 12 136.9 10.1
C
D
E
F
8.1 8.9
A
9"
30' - 0" 3' - 6" 3' - 6" 30' - 0"
9"
29' - 3" 30' - 0" 30' - 0"
S E
E S
-1
T/CONC EL 100' - 0"
T/CONC EL 100' - 0"
TIE BEAM 1'-6"X1'-6" TYP
SEE S-103
SEE S-101
S E
E S
-1
S E
E S
-1
S E
E S
-1
S E
E S
-1
S E
E S
-1
S E
E S
-1
S E
E S
-1
S E
E S
-1
S E
E S
-1
E1
S-301
A1
S-302
F4
S-301
E6
S-302
9' - 0" 9' - 0"
E6
S-302
A3
S-302
A3
S-302
D1
S-401
C T
J T
Y P
C T
J T
Y P
C T
J T
Y P
C T
J T
Y P
C T
J T
Y P
C T
J T
Y P
C J T
Y P
C T
J T
Y P
C T
J T
Y P
C T
J T
Y P
CTJ TYP
CTJ TYP
CTJ TYP
CTJ TYP
CJ TYP
CTJ TYP
CTJ TYP
CTJ TYP
CTJ TYP
A3
S-302
A6
S-301
A6
S-301
A6
S-301
A3
S-302
A3
S-201
A8
S-302
E6
S-404
E6
S-305
TYP
E3
S-305
9' - 0"9' - 0"
REACTION PILE** TYP (4) PLACES
TEST PILE A CUTOFF EL 94'-6"
6' - 0"
5' - 6"
/4
2' - 6" 2' - 6"
1' - 9"
E7
S-301
7.3 9.7
BORING B-1710' - 1" *
N T
S
C T
J
C T
J
C T
J
C T
J
PARTITION WALL CURB
PER DET ON DWG S-012
SEE ARCH DWGS FOR
LOCATIONS
1' - 8 5/8"
RE-ENTRANT CORNER
BARS PER S-012 TYP
23' - 0"
TYP @
DOORWAY
TYP @
COL
TYP @ HATCH
E1
S-305
A3
S-302
6" CONC SLAB ON GRADE ON VAPOR BARRIER ON 6"
CAPILLARY WATER BARRIER ON COMPACTED
STRUCTURAL FILL, REINF W/ #4@18" EW TOP. T/CONC
EL 99' - 0" UNO. SLABS WITH T/CONC EL 100'-0" ARE
SHOWN AS: COORD W/ ARCH DWGS.
PLAN NOTESNOTES
1. SEE S-001 AND S-002 FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS.
2. SEE S-011 THROUGH S-016 FOR TYPICAL DETAILS.
3. SEE S-141 AND S-145 FOR STEM WALL PLANS. SEE S-401 AND S-402 FOR ENLARGED PILE CAP PLANS.
4. SEE S-501 AND S-502 FOR PILE AND PILE CAP DETAILS AND SCHEDULE.
5. SEE S-601 AND S-602 FOR COLUMN SCHEDULE AND BASE DETAILS.
6. SEE ARCH DWGS FOR EXTERIOR DOOR LOCATIONS, SILL DETAILS, AND STOOP LOCATIONS. COORD
STOOP DIMENSIONS W/ CIVIL DWGS. SEE S-012 FOR STOOP DETAIL.
7. CONTRACTOR'S OPTION TO SUBMIT ALTERNATIVE LAYOUT OF SLAB ON GRADE CONSTRUCTION AND
CONTRACTION JOINTS FOR APPROVAL PRIOR TO CONCRETE PLACEMENT.
8. NOT ALL PLAN NOTES APPEAR ON EVERY PLAN.
SLAB RECESS FOR WALK-OFF MAT, SEE S-012 AND
COORD W/ ARCH DWGS.
SEE S-012 FOR TYPICAL THICKENED SLAB DETAIL AT
NON-LOAD BEARING INTERIOR CMU.3
8" SPECIAL REINF CONC SHEAR WALL W/ #6@12" OC EW
CTRD.
12" SPECIAL REINF CONC SHEAR WALL W/ #6@12" OC
EW EF.5
EQPT FDN (EF-1) PER S-011, COORD LOCATIONS AND
REQUIREMENTS W/ CIVIL, MECH, AND ELEC DWGS.
COORD SIZE AND ANCHOR BOLTS W/ ACTUAL EQPT
FURNISHED.
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
F
IL
E N
A M
E
S
IZ
E
P L O
T S
C A
L E
P
L O
T D
A T
E
IS
S
U E
D A
T E
P R
O J E
C T
N O
C
O N
T R
A C
T N
O
A F
D R
A W
IN
G
C O
D E
X
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
P R
O J E
C T
N O
K
R S
M
S C
O T
T A
IR
F
O R
C E
B A
S E
IL
L
IN
O
IS
J O
IN
T
O P
E R
A T
IO
N
S
M
IS
S
IO
N P
L A
N N
IN
G
C E
N T
E
(J
M
P C
A S
S H
O W
N
KEYPLAN (N.T.S.)
FIRST FLOOR
N
AB
CD
EF
H
G
C E
R T
IF
IE
D F
IN
A
1 753 92 864 10
B
C
D
E
F
G
/1
/2
V D
Y D
CONTROLLED UNCLASSIFIED INFORMATION
S-101
J S
C H
M
ID
T
W B
A
IL
E Y
J .B
R
IC
E
/1
/2
S
-1 .D
W G
F O
U N
D A
T
IO
N A
N D
S L A
B P
L A
N
A R
E A
A
SCALE: 1/8" = 1'-0"A1
FOUNDATION AND SLAB PLAN - AREA A
0 4' 8' 16' N
* BORING LOCATION IS APPROXIMATE.
** REACTION PILE LAYOUT IS SUGGESTED ONLY. DETERMINE FINAL LAYOUT BASED ON EQPT
CONFIGURATION AND REQUIREMENTS OF CONTRACT SPECS. LOCATE ALL REACTION
PILES MIN 8'-0" CLR FROM TEST PILE AND MIN 3'-0" CLR FROM ANY PRODUCTION PILE.
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
C
E R
T
IF
IE
D
F
IN
A L
I S
S U
E D
F O
R B
ID
D
E C
A
M E
N D
M E
N T
/3
/2
03/3 1/21
W
2Q R
R
_P la ns -0
2 3 5 6 743.8 6.9
C
D
E
F
A
30' - 0" 30' - 0" 20' - 6" 9' - 6" 30' - 0" 30' - 0" 29' - 3" 9"
2.1 2.9
S E
E S
-1
T/CONC EL 100' - 0"
TIE BEAM 1'-6"X1'-6" TYP
S E
E S
-1
S E
E S
-1
S E
E S
-1
SEE S-104
SEE S-102
F4
S-301
E4
S-301
A1
S-302
TYP
TYP
A6
S-301
E1
S-301
E8
S-302
A3
S-302
A1
S-302
A3
S-302
A1
S-302
A3
S-302
9' - 0"
A6
S-401
C T
J T
Y P
C T
J T
Y P
C T
J T
Y P
C T
J T
Y P
C T
J T
Y P
C J T
Y P
C T
J T
Y P
C T
J T
Y P
C T
J T
Y P
C T
J T
Y P
C T
J T
Y P
C J T
Y P
CTJ TYP
CJ TYP
CTJ TYP
CTJ TYP
CTJ TYP
CTJ TYP
CTJ TYP
A1
S-201
A3
S-302 A6
S-301
9' - 0"
TYP TYP
CTJ TYP
E6
S-305
E3
S-305
3' - 6" 3' - 6"
1' - 0"
2' - 10 1/2" 2' - 7"
/2
/2 "4
/1
2' - 7 1/2"
2" 6' - 5 1/2"
1.3 3.9
C T
J T
Y P
CTJ TYP
C T
J T
Y P
C T
J T
Y P
PARTITION WALL CURB
PER DET ON DWG S-012
SEE ARCH DWGS FOR
LOCATIONS.
RE-ENTRANT
CORNER BARS
PER S-012 TYP
TYP @ HATCH
SEE S-103
SEE S-101
6" CONC SLAB ON GRADE ON VAPOR BARRIER ON 6"
CAPILLARY WATER BARRIER ON COMPACTED
STRUCTURAL FILL, REINF W/ #4@18" EW TOP. T/CONC
EL 99' - 0" UNO. SLABS WITH T/CONC EL 100'-0" ARE
SHOWN AS: COORD W/ ARCH DWGS.
PLAN NOTESNOTES
1. SEE S-001 AND S-002 FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS.
2. SEE S-011 THROUGH S-016 FOR TYPICAL DETAILS.
3. SEE S-141 AND S-145 FOR STEM WALL PLANS. SEE S-401 AND S-402 FOR ENLARGED PILE CAP PLANS.
4. SEE S-501 AND S-502 FOR PILE AND PILE CAP DETAILS AND SCHEDULE.
5. SEE S-601 AND S-602 FOR COLUMN SCHEDULE AND BASE DETAILS.
6. SEE ARCH DWGS FOR EXTERIOR DOOR LOCATIONS, SILL DETAILS, AND STOOP LOCATIONS. COORD
STOOP DIMENSIONS W/ CIVIL DWGS. SEE S-012 FOR STOOP DETAIL.
7. CONTRACTOR'S OPTION TO SUBMIT ALTERNATIVE LAYOUT OF SLAB ON GRADE CONSTRUCTION AND
CONTRACTION JOINTS FOR APPROVAL PRIOR TO CONCRETE PLACEMENT.
8. NOT ALL PLAN NOTES APPEAR ON EVERY PLAN.
SLAB RECESS FOR WALK-OFF MAT, SEE S-012 AND
COORD W/ ARCH DWGS.
SEE S-012 FOR TYPICAL THICKENED SLAB DETAIL AT
NON-LOAD BEARING INTERIOR CMU.3
8" SPECIAL REINF CONC SHEAR WALL W/ #6@12" OC EW
CTRD.
12" SPECIAL REINF CONC SHEAR WALL W/ #6@12" OC
EW EF.5
EQPT FDN (EF-1) PER S-011, COORD LOCATIONS AND
REQUIREMENTS W/ CIVIL, MECH, AND ELEC DWGS.
COORD SIZE AND ANCHOR BOLTS W/ ACTUAL EQPT
FURNISHED.
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
F
IL
E N
A M
E
S
IZ
E
P L O
T S
C A
L E
P
L O
T D
A T
E
IS
S
U E
D A
T E
P R
O J E
C T
N O
C
O N
T R
A C
T N
O
A F
D R
A W
IN
G
C O
D E
X
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
P R
O J E
C T
N O
K
R S
M
S C
O T
T A
IR
F
O R
C E
B A
S E
IL
L
IN
O
IS
J O
IN
T
O P
E R
A T
IO
N
S
M
IS
S
IO
N P
L A
N N
IN
G
C E
N T
M
P C
A S
S H
O W
N
KEYPLAN (N.T.S.)
FIRST FLOOR
N
AB
CD
EF
H
G
C E
R T
IF
IE
D F
IN
B
C
D
E
F
G
/1
/2
V D
Y D
CONTROLLED UNCLASSIFIED INFORMATION
S-102
J S
C H
M
ID
T
W B
A
IL
E Y
J .B
R
IC
E
/1
/2
S
-1 .D
W G
F O
U N
D A
T
IO
N A
N D
S L A
B P
L A
N
A R
E A
B
SCALE: 1/8" = 1'-0"A1
FOUNDATION AND SLAB PLAN - AREA B
0 4' 8' 16' N
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
C
E R
T
IF
IE
D
F
IN
A L
I S
S U
E D
F O
R B
ID
D
E C
A
M E
N D
M E
N T
/3
/2
03/3 1/21
W
2Q R
R
_P la ns -0
7 8 9 10 11 12 136.9 8.3 10.1
F
G
H
J
K
L
9"
30' - 0" 30' - 0" 9" 29' - 3" 30' - 0" 30' - 0"
9"
T/CONC EL 100' - 0"
TIE BEAM 1'-6"X1'-6" TYP
SEE S-103
SEE S-101
SEE S-105
SEE S-103
S E
E S
-1
S E
E S
-1
S E
E S
-1
S E
E S
-1
S E
E S
-1
S E
E S
-1
S E
E S
-1
S E
E S
-1
E1
S-301
A1
S-302
A6
S-301
D5
S-401
C T
J T
Y P
C T
J T
Y P
C T
J T
Y P
C T
J T
Y P
C T
J T
Y P
C T
J T
Y P
C T
J T
Y P
C J T
Y P
C T
J T
Y P
C T
J T
Y P
CTJ TYP
CJ TYP
CTJ TYP
CTJ TYP
CTJ TYP
CTJ TYP
CTJ TYP
CTJ TYP
CJ TYP
A5
S-201
D7
S-201
A8
S-302
S-212
A1
A1
S-202
A1
S-402
F4
S-301
TYP
22' - 11 1/8" 6' - 9"
/8
8' - 0"
6' - 9"
11' - 3 5/8" 6' - 0 3/4"
C T
J T
Y P
A7
S-404
C T
J T
Y
P PARTITION WALL CURB PER DET ON DWG
S-012 SEE ARCH DWGS FOR LOCATIONS.
TYP @
COL
/2
RE-ENTRANT CORNER
BARS PER S-012 TYP
E6
S-404
E6
S-302
9' - 0" 21' - 0"
TYP @
DOORWAY
7' - 9"
TYP @ HATCH
SEE S-103
SEE S-101
E7
S-301
A8
S-305
A8
S-305
6" CONC SLAB ON GRADE ON VAPOR BARRIER ON 6"
CAPILLARY WATER BARRIER ON COMPACTED
STRUCTURAL FILL, REINF W/ #4@18" EW TOP. T/CONC
EL 99' - 0" UNO. SLABS WITH T/CONC EL 100'-0" ARE
SHOWN AS: COORD W/ ARCH DWGS.
PLAN NOTESNOTES
1. SEE S-001 AND S-002 FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS.
2. SEE S-011 THROUGH S-016 FOR TYPICAL DETAILS.
3. SEE S-141 AND S-145 FOR STEM WALL PLANS. SEE S-401 AND S-402 FOR ENLARGED PILE CAP PLANS.
4. SEE S-501 AND S-502 FOR PILE AND PILE CAP DETAILS AND SCHEDULE.
5. SEE S-601 AND S-602 FOR COLUMN SCHEDULE AND BASE DETAILS.
6. SEE ARCH DWGS FOR EXTERIOR DOOR LOCATIONS, SILL DETAILS, AND STOOP LOCATIONS. COORD
STOOP DIMENSIONS W/ CIVIL DWGS. SEE S-012 FOR STOOP DETAIL.
7. CONTRACTOR'S OPTION TO SUBMIT ALTERNATIVE LAYOUT OF SLAB ON GRADE CONSTRUCTION AND
CONTRACTION JOINTS FOR APPROVAL PRIOR TO CONCRETE PLACEMENT.
8. NOT ALL PLAN NOTES APPEAR ON EVERY PLAN.
SLAB RECESS FOR WALK-OFF MAT, SEE S-012 AND
COORD W/ ARCH DWGS.
SEE S-012 FOR TYPICAL THICKENED SLAB DETAIL AT
NON-LOAD BEARING INTERIOR CMU.3
8" SPECIAL REINF CONC SHEAR WALL W/ #6@12" OC EW
CTRD.
12" SPECIAL REINF CONC SHEAR WALL W/ #6@12" OC
EW EF.5
EQPT FDN (EF-1) PER S-011, COORD LOCATIONS AND
REQUIREMENTS W/ CIVIL, MECH, AND ELEC DWGS.
COORD SIZE AND ANCHOR BOLTS W/ ACTUAL EQPT
FURNISHED.
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
F
IL
E N
A M
E
S
IZ
E
P L O
T S
C A
L E
P
L O
T D
A T
E
IS
S
U E
D A
T E
P R
O J E
C T
N O
C
O N
T R
A C
T N
O
A F
D R
A W
IN
G
C O
D E
X
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
P R
O J E
C T
N O
K
R S
M
S C
O T
T A
IR
F
O R
C E
B A
S E
IL
L
IN
O
IS
J O
IN
T
O P
E R
A T
IO
N
S
M
IS
S
IO
N P
L A
N N
IN
G
C E
N T
M
P C
A S
S H
O W
N
KEYPLAN (N.T.S.)
FIRST FLOOR
N
AB
CD
EF
H
G
C E
R T
IF
IE
D F
IN
B
C
D
E
F
G
/1
/2
V D
Y D
CONTROLLED UNCLASSIFIED INFORMATION
S-103
J S
C H
M
ID
T
W B
A
IL
E Y
J .B
R
IC
E
/1
/2
S
-1 .D
W G
F O
U N
D A
T
IO
N A
N D
S L A
B P
L A
N
A R
E A
C
0 4' 8' 16' N
SCALE: 1/8" = 1'-0"A1
FOUNDATION AND SLAB PLAN - AREA C
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
C
E R
T
IF
IE
D
F
IN
A L
I S
S U
E D
F O
R B
ID
D
E C
A
M E
N D
M E
N T
/1
/2
A
M E
N D
M E
N T
/3
/2
03/3 1/21
W
2Q R
R
_P la ns -0
S-211
E1
1 2 3 5 6 743.8 6.9
F
G
H
J
K
L
A6
S-301
30' - 0" 30' - 0" 20' - 6" 9' - 6" 30' - 0" 30' - 0" 29' - 3"
9"
SEE S-106
E8
S-302
TIE BEAM 1'-6"X1'-6" TYP
SEE S-104
SEE S-103
SEE S-101
S E
E S
-1
S E
E S
-1
S E
E S
-1
S E
E S
-1
S-211
A1
SEE S-104
SEE S-102
E1
S-301
E6
S-302
E1
S-302
A1
S-302 E6
S-302
E1
S-302
A1
S-401
CTJ TYP
CTJ TYP
CJ TYP
CTJ TYP
CTJ TYP
CTJ TYP
CTJ TYP
CTJ TYP
CTJ TYP
C T
J T
Y P
C T
J T
Y P
C T
J T
Y P
C T
J T
Y P
C T
J T
Y P
C J T
Y P
C T
J T
Y P
C T
J T
Y P
C T
J T
Y P
C T
J T
Y P
C T
J T
Y P
C J T
Y P
D4
S-201
A8
S-302
D1
S-201
TYP @
DOORWAY
SLAB EL 100'-0"
S-213
E4
TYP
F4
S-301
TYP
A6
S-302
TYP @
DOORWAY
SLAB EL 99'-0"
2' - 8" 24' - 0"
TYP
@ COL
7' - 9"
T/CONC EL 100' - 0"
TYP @ HATCH
SEE S-103
SEE S-101
A8
S-305
6" CONC SLAB ON GRADE ON VAPOR BARRIER ON 6"
CAPILLARY WATER BARRIER ON COMPACTED
STRUCTURAL FILL, REINF W/ #4@18" EW TOP. T/CONC
EL 99' - 0" UNO. SLABS WITH T/CONC EL 100'-0" ARE
SHOWN AS: COORD W/ ARCH DWGS.
PLAN NOTESNOTES
1. SEE S-001 AND S-002 FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS.
2. SEE S-011 THROUGH S-016 FOR TYPICAL DETAILS.
3. SEE S-141 AND S-145 FOR STEM WALL PLANS. SEE S-401 AND S-402 FOR ENLARGED PILE CAP PLANS.
4. SEE S-501 AND S-502 FOR PILE AND PILE CAP DETAILS AND SCHEDULE.
5. SEE S-601 AND S-602 FOR COLUMN SCHEDULE AND BASE DETAILS.
6. SEE ARCH DWGS FOR EXTERIOR DOOR LOCATIONS, SILL DETAILS, AND STOOP LOCATIONS. COORD
STOOP DIMENSIONS W/ CIVIL DWGS. SEE S-012 FOR STOOP DETAIL.
7. CONTRACTOR'S OPTION TO SUBMIT ALTERNATIVE LAYOUT OF SLAB ON GRADE CONSTRUCTION AND
CONTRACTION JOINTS FOR APPROVAL PRIOR TO CONCRETE PLACEMENT.
8. NOT ALL PLAN NOTES APPEAR ON EVERY PLAN.
SLAB RECESS FOR WALK-OFF MAT, SEE S-012 AND
COORD W/ ARCH DWGS.
SEE S-012 FOR TYPICAL THICKENED SLAB DETAIL AT
NON-LOAD BEARING INTERIOR CMU.3
8" SPECIAL REINF CONC SHEAR WALL W/ #6@12" OC EW
CTRD.
12" SPECIAL REINF CONC SHEAR WALL W/ #6@12" OC
EW EF.5
EQPT FDN (EF-1) PER S-011, COORD LOCATIONS AND
REQUIREMENTS W/ CIVIL, MECH, AND ELEC DWGS.
COORD SIZE AND ANCHOR BOLTS W/ ACTUAL EQPT
FURNISHED.
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
F
IL
E N
A M
E
S
IZ
E
P L O
T S
C A
L E
P
L O
T D
A T
E
IS
S
U E
D A
T E
P R
O J E
C T
N O
C
O N
T R
A C
T N
O
A F
D R
A W
IN
G
C O
D E
X
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
P R
O J E
C T
N O
K
R S
M
S C
O T
T A
IR
F
O R
C E
B A
S E
IL
L
IN
O
IS
J O
IN
T
O P
E R
A T
IO
N
S
M
IS
S
IO
N P
L A
N N
IN
G
C E
N T
M
P C
A S
S H
O W
N
KEYPLAN (N.T.S.)
FIRST FLOOR
N
AB
CD
EF
H
G
C E
R T
IF
IE
D F
IN
B
C
D
E
F
G
/1
/2
V D
Y D
CONTROLLED UNCLASSIFIED INFORMATION
S-104
J S
C H
M
ID
T
W B
A
IL
E Y
J .B
R
IC
E
/1
/2
S
-1 .D
W G
F O
U N
D A
T
IO
N A
N D
S L A
B P
L A
N
A R
E A
D
SCALE: 1/8" = 1'-0"A1
FOUNDATION AND SLAB PLAN - AREA D
0 4' 8' 16' N
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
C
E R
T
IF
IE
D
F
IN
A L
I S
S U
E D
F O
R B
ID
D
E C
A
M E
N D
M E
N T
/3
/2
03/3 1/21
W
2Q R
R
_P la ns -0
7 8 9 10 11 12 136.9 8.3 8.7 10.1
M
N
P
Q
R
9" 30' - 0" 13' - 0" 30' - 0" 9" 29' - 3" 30' - 0" 30' - 0"
TIE BEAM 1'-6"X1'-6" TYP
SEE S-105
SEE S-103
S E
E S
-1
S E
E S
-1
E6
S-302
A3
S-302
E4
S-301
A6
S-301
A6
S-301
E1
S-302
E1
S-302 C4
S-402
CTJ TYP
C T
J T
Y P
C T
J T
Y P
C T
J T
Y P
C T
J T
Y P
C T
J T
Y P
C T
J T
Y P
C T
J T
Y P
C T
J T
Y P
C T
J T
Y P
C T
J T
Y P
CTJ TYP
CTJ TYP
CTJ TYP
CJ TYP
CTJ TYP
CTJ TYP
CTJ TYP
D8
S-202
TEST PILE B
CUTOFF EL 94'-6"*
9' - 0"
PROVIDE TYPICAL ADD
BAR AT INTERSECTING
JOINT PER S-012 TYP
F4
S-301
TYP
3' - 0" 3' - 0"
REACTION PILE**
TYP (4) PLACES
BORING B-0313' - 1" *
A3
S-302 E8
S-302
E3
S-302
TYP @
COL
TYP
3' - 6" 20' - 6"
C T
J T
Y P
2' - 2 1/2"
6"
/2
22' - 11 1/8" 6' - 9"
C T
J T
Y P
5' - 1 1/2"
D5
S-202
D1
S-202
8' - 0"9' - 0"
C T
J T
Y P
/4
/4
11 3/4" 5' - 11 1/8"
PARTITION WALL CURB PER
DET ON DWG S-012 SEE ARCH
DWGS FOR LOCATIONS.
PARTITION WALL CURB PER
DET ON DWG S-012 SEE ARCH
DWGS FOR LOCATIONS.
9' - 0" 21' - 0"
RE-ENTRANT CORNER
BARS PER S-012 TYP
2 7/8"
7' - 2"
T/CONC EL 100' - 0"
TYP @ HATCH
6" CONC SLAB ON GRADE ON VAPOR BARRIER ON 6"
CAPILLARY WATER BARRIER ON COMPACTED
STRUCTURAL FILL, REINF W/ #4@18" EW TOP. T/CONC
EL 99' - 0" UNO. SLABS WITH T/CONC EL 100'-0" ARE
SHOWN AS: COORD W/ ARCH DWGS.
PLAN NOTESNOTES
1. SEE S-001 AND S-002 FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS.
2. SEE S-011 THROUGH S-016 FOR TYPICAL DETAILS.
3. SEE S-141 AND S-145 FOR STEM WALL PLANS. SEE S-401 AND S-402 FOR ENLARGED PILE CAP PLANS.
4. SEE S-501 AND S-502 FOR PILE AND PILE CAP DETAILS AND SCHEDULE.
5. SEE S-601 AND S-602 FOR COLUMN SCHEDULE AND BASE DETAILS.
6. SEE ARCH DWGS FOR EXTERIOR DOOR LOCATIONS, SILL DETAILS, AND STOOP LOCATIONS. COORD
STOOP DIMENSIONS W/ CIVIL DWGS. SEE S-012 FOR STOOP DETAIL.
7. CONTRACTOR'S OPTION TO SUBMIT ALTERNATIVE LAYOUT OF SLAB ON GRADE CONSTRUCTION AND
CONTRACTION JOINTS FOR APPROVAL PRIOR TO CONCRETE PLACEMENT.
8. NOT ALL PLAN NOTES APPEAR ON EVERY PLAN.
SLAB RECESS FOR WALK-OFF MAT, SEE S-012 AND
COORD W/ ARCH DWGS.
SEE S-012 FOR TYPICAL THICKENED SLAB DETAIL AT
NON-LOAD BEARING INTERIOR CMU.3
8" SPECIAL REINF CONC SHEAR WALL W/ #6@12" OC EW
CTRD.
12" SPECIAL REINF CONC SHEAR WALL W/ #6@12" OC
EW EF.5
EQPT FDN (EF-1) PER S-011, COORD LOCATIONS AND
REQUIREMENTS W/ CIVIL, MECH, AND ELEC DWGS.
COORD SIZE AND ANCHOR BOLTS W/ ACTUAL EQPT
FURNISHED.
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
F
IL
E N
A M
E
S
IZ
E
P L O
T S
C A
L E
P
L O
T D
A T
E
IS
S
U E
D A
T E
P R
O J E
C T
N O
C
O N
T R
A C
T N
O
A F
D R
A W
IN
G
C O
D E
X
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
P R
O J E
C T
N O
K
R S
M
S C
O T
T A
IR
F
O R
C E
B A
S E
IL
L
IN
O
IS
J O
IN
T
O P
E R
A T
IO
N
S
M
IS
S
IO
N P
L A
N N
IN
G
C E
N T
M
P C
A S
S H
O W
N
KEYPLAN (N.T.S.)
FIRST FLOOR
N
AB
CD
EF
H
G
C E
R T
IF
IE
D F
IN
B
C
D
E
F
G
/1
/2
V D
Y D
CONTROLLED UNCLASSIFIED INFORMATION
S-105
J S
C H
M
ID
T
W B
A
IL
E Y
J .B
R
IC
E
/1
/2
S
-1 .D
W G
F O
U N
D A
T
IO
N A
N D
S L A
B P
L A
N
A R
E A
E
0 4' 8' 16' N
SCALE: 1/8" = 1'-0"A1
FOUNDATION AND SLAB PLAN - AREA E
* BORING LOCATION IS APPROXIMATE.
** REACTION PILE LAYOUT IS SUGGESTED ONLY. DETERMINE FINAL LAYOUT BASED ON EQPT
CONFIGURATION AND REQUIREMENTS OF CONTRACT SPECS. LOCATE ALL REACTION
PILES MIN 8'-0" CLR FROM TEST PILE AND MIN 3'-0" CLR FROM ANY PRODUCTION PILE.
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
C
E R
T
IF
IE
D
F
IN
A L
I S
S U
E D
F O
R B
ID
D
E C
A
M E
N D
M E
N T
/1
/2
A
M E
N D
M E
N T
/3
/2
03/3 1/21
W
2Q R
R
_P la ns -0
5 6 74 6.9
N
P
Q
R
30' - 0" 30' - 0" 29' - 3" 9"
T/CONC EL 100' - 0"
TIE BEAM 1'-6"X1'-6" TYP
SEE S-106
SEE S-104
S E
E S
-1
S E
E S
-1
A3
S-302
E4
S-301
A6
S-301
A6
S-301
E1
S-301
E1
S-302
E1
S-302
CTJ TYP
CTJ TYP
CTJ TYP
CJ TYP
CTJ TYP
CTJ TYP
CTJ TYP
C T
J T
Y P
C T
J T
Y P
C T
J T
Y P
C T
J T
Y P
C T
J T
Y P
A6
S-302
A3
S-302
6"
TYP
@ COL
TYP
TYP
TYP
@ COL TYP @
DOORWAY
6" CONC SLAB ON GRADE ON VAPOR BARRIER ON 6"
CAPILLARY WATER BARRIER ON COMPACTED
STRUCTURAL FILL, REINF W/ #4@18" EW TOP. T/CONC
EL 99' - 0" UNO. SLABS WITH T/CONC EL 100'-0" ARE
SHOWN AS: COORD W/ ARCH DWGS.
PLAN NOTESNOTES
1. SEE S-001 AND S-002 FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS.
2. SEE S-011 THROUGH S-016 FOR TYPICAL DETAILS.
3. SEE S-141 AND S-145 FOR STEM WALL PLANS. SEE S-401 AND S-402 FOR ENLARGED PILE CAP PLANS.
4. SEE S-501 AND S-502 FOR PILE AND PILE CAP DETAILS AND SCHEDULE.
5. SEE S-601 AND S-602 FOR COLUMN SCHEDULE AND BASE DETAILS.
6. SEE ARCH DWGS FOR EXTERIOR DOOR LOCATIONS, SILL DETAILS, AND STOOP LOCATIONS. COORD
STOOP DIMENSIONS W/ CIVIL DWGS. SEE S-012 FOR STOOP DETAIL.
7. CONTRACTOR'S OPTION TO SUBMIT ALTERNATIVE LAYOUT OF SLAB ON GRADE CONSTRUCTION AND
CONTRACTION JOINTS FOR APPROVAL PRIOR TO CONCRETE PLACEMENT.
8. NOT ALL PLAN NOTES APPEAR ON EVERY PLAN.
SLAB RECESS FOR WALK-OFF MAT, SEE S-012 AND
COORD W/ ARCH DWGS.
SEE S-012 FOR TYPICAL THICKENED SLAB DETAIL AT
NON-LOAD BEARING INTERIOR CMU.3
8" SPECIAL REINF CONC SHEAR WALL W/ #6@12" OC EW
CTRD.
12" SPECIAL REINF CONC SHEAR WALL W/ #6@12" OC
EW EF.5
EQPT FDN (EF-1) PER S-011, COORD LOCATIONS AND
REQUIREMENTS W/ CIVIL, MECH, AND ELEC DWGS.
COORD SIZE AND ANCHOR BOLTS W/ ACTUAL EQPT
FURNISHED.
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
F
IL
E N
A M
E
S
IZ
E
P L O
T S
C A
L E
P
L O
T D
A T
E
IS
S
U E
D A
T E
P R
O J E
C T
N O
C
O N
T R
A C
T N
O
A F
D R
A W
IN
G
C O
D E
X
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
P R
O J E
C T
N O
K
R S
M
S C
O T
T A
IR
F
O R
C E
B A
S E
IL
L
IN
O
IS
J O
IN
T
O P
E R
A T
IO
N
S
M
IS
S
IO
N P
L A
N N
IN
G
C E
N T
M
P C
A S
S H
O W
N
KEYPLAN (N.T.S.)
FIRST FLOOR
N
AB
CD
EF
H
G
C E
R T
IF
IE
D F
IN
B
C
D
E
F
G
/1
/2
V D
Y D
CONTROLLED UNCLASSIFIED INFORMATION
S-106
J S
C H
M
ID
T
W B
A
IL
E Y
J .B
R
IC
E
/1
/2
S
-1 .D
W G
F O
U N
D A
T
IO
N A
N D
S L A
B P
L A
N
A R
E A
F
0 4' 8' 16' N
SCALE: 1/8" = 1'-0"A2
FOUNDATION AND SLAB PLAN - AREA F
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
C
E R
T
IF
IE
D
F
IN
A L
I S
S U
E D
F O
R B
ID
D
E C
A
M E
N D
M E
N T
/3
/2
03/3 1/21
W
2Q R
R
_P la ns -0
C7
S-312
SLAB PER PLAN
STD BEAM CONN
PER TYP
DETAILS TYP
BEAM PER PLAN
T/STL EL 116' - 7 1/2"
8"
#5 X 6'-0" BENT
BARS @ 12" OC
PL1/2 W/ (8) #6 A706
BARS HOOKED AROUND
WALL HORIZ REINF TYP
L D
3'-0"
3'-0"
CONST JOINT
/2
T Y
P
/2
PL1/2 W/ (8) #6 X
2'-6" A706 BARS
STD BEAM CONN
PER TYP DETAILS
BEAM PER PLAN
1 1/2"5"1 1/2"
8"
SLAB PER PLAN
BEAM PER PLAN
3/16" BENT PLATE
SPECIAL BEAM CONN
SEE S-542
3/16
3/16
T/STL EL 116' - 7 1/2"
4"
/2
H
STD BEAM CONN
PER TYP DETAILS TYP
SLAB PER PLAN TYP
BEAM PER PLAN TYP
CONC WALL AND
REINF PER PLAN
#5 X 6'-0" BENT BARS
@ 12" OC TYP
6" 6"
GEOFOAM
PL1/2 W/ (8) #6 A706
BARS HOOKED AROUND
WALL HORIZ REINF TYP
8" CMU BOND BEAM
#4@16" W/ STD HK TOP
FIELD DRILL AND EPOXY
GROUT W/ 2" EMBED 3'-0"
3'-0"
T/STL EL 116' - 7 1/2"
L D
C7
S-312
CONST
JOINT
PER PLAN
SLAB PER PLAN
BEAM PER PLAN
3/8" BENT PLATE
3/16 2-12
3/16 2-12
STD BEAM CONN
PER TYP DETAILS
T/STL EL 116' - 7 1/2"
/2
GRID
C
2' - 10"
SLAB PER PLAN TYP
3/8" BENT
PLATE TYP
GEOFOAM
PER PLAN
8" CMU
BOND BEAM
#4@16" W/ STD HK TOP
FIELD DRILL AND EPOXY
GROUT W/ 2" EMBED
/2
3/16 2-12
3/16 2-12
GLAZING PER ARCH DWGS
WT9 PER PLAN
3/16
3/16
FLG
SLAB PER PLAN TYP
BEAM PER PLAN
/2
ACCESS FLOOR
PER ARCH DWGS
GEOFOAM
GRID
T/STL EL 116' - 7 1/2"
8" CMU
BOND BEAM
#4@16" W/ STD HK TOP
FIELD DRILL AND EPOXY
GROUT W/ 2" EMBED
PARTITION WALL CURB
TEMPORARY SUPPORT
AS REQD FOR
CONSTRUCTION
SLAB PER PLAN
T/STL EL 116' - 7 1/2"
#5 X 6'-0" BENT
BARS @ 12" OC
3'-0"
3'-0"
CONC WALL AND
REINF PER PLAN
CONST JOINT
C
SLAB PER PLAN TYP
BEAM PER PLAN
8" CMU
BOND BEAM
GEOFOAM
3/16" BENT
PLATE
3/16
3/16
T/STL EL 116' - 7 1/2"
2"
#4@16" W/ STD HK TOP
FIELD DRILL AND EPOXY
GROUT W/ 2" EMBED
2' - 10"
GLAZING PER ARCH DWGS
SLAB PER PLAN TYP
ACCESS FLOOR
PER ARCH DWGS
STD BEAM CONN
PER TYP DETAILS
COLUMN PER PLAN
BEAM PER PLAN TYP
T/STL EL 116' - 7 1/2"
GRID
3/16
TYP
3/16" BENT PLATE TYP
/2
" 4" SLAB PER PLAN
BEAM PER PLAN TYP
ACCESS FLOOR
PER ARCH DWGS
STD BEAM CONN
PER TYP DETAILS
GRID
T/STL EL 116' - 7 1/2"
C
FLGS
TYP
1/4
3 EDGES
TYP
SLAB PER PLAN TYP
GEOFOAM
8" CMU BOND BEAM
BEAM PER PLAN TYP
PL3/8X3X1'-0"
1/2" 2 1/2"
1/4 12
TYP
1' - 3 1/2" 2' - 10"
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
F
IL
E N
A M
E
S
IZ
E
P L O
T S
C A
L E
P
L O
T D
A T
E
IS
S
U E
D A
T E
P R
O J E
C T
N O
C
O N
T R
A C
T N
O
A F
D R
A W
IN
G
C O
D E
X
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
P R
O J E
C T
N O
K
R S
M
S C
O T
T A
IR
F
O R
C E
B A
S E
IL
L
IN
O
IS
J O
IN
T
O P
E R
A T
IO
N
S
M
IS
S
IO
N P
L A
N N
IN
G
C E
N T
M
P C
A S
S H
O W
N
C E
R T
IF
IE
D F
IN
B
C
D
E
F
G
/1
/2
V D
Y D
CONTROLLED UNCLASSIFIED INFORMATION
S-312
J S
C H
M
ID
T
W B
A
IL
E Y
J .B
R
IC
E
/1
/2
S
-3 .D
W G
S E
C O
N D
F L O
O R
F R
A M
IN
G
S E
C T
IO
N
S A
N D
D E
T A
IL
S
O
F
SCALE: 3/4" = 1'-0"C5
SECTION
SCALE: 1 1/2" = 1'-0"C7
SECTION
0 1' 2' 3' 0 1/2' 1' 1 1/2'
SCALE: 3/4" = 1'-0"E2
SECTION
0 1' 2' 3'
0 1' 2' 3' SCALE: 3/4" = 1'-0"C2
SECTION
0 1' 2' 3'
SCALE: 3/4" = 1'-0"E1
SECTION
0 1' 2' 3'
SCALE: 3/4" = 1'-0"A5
SECTION
0 1' 2' 3'
SCALE: 3/4" = 1'-0"A1
SECTION
SCALE: 3/4" = 1'-0"C1
SECTION
SCALE: 3/4" = 1'-0"A7
SECTION
NOTES:
1. WHERE A490-PT-STD BOLTS ARE CALLED OUT, PROVIDE ASTM F3125 GRADE A490 BOLTS WITH ASTM A959 DIRECT TENSION INDICATOR WASHERS, OR ASTM F3125 GRADE F2280 TENSION CONTROL BOLTS.
0 1' 2' 3' 0 1' 2' 3'
0 1' 2' 3'0 1' 2' 3' SCALE: 3/4" = 1'-0"E5
SECTION
SCALE: 3/4" = 1'-0"E7
SECTION
SCALE: 3/4" = 1'-0"A3
SECTION
0 1' 2' 3'
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
C
E R
T
IF
IE
D
F
IN
A L
I S
S U
E D
F O
R B
ID
D
E C
A
M E
N D
M E
N T
/3
/2
03/3 1/21
W
2Q R
R
_P la ns -0
32.9
3' - 6"
HSS6X6X3/8
B/STL EL 109' - 3"
2' - 2 1/2"
BEAM PER PLAN TYP
PL 1/4
2-12
1/4
T/STL EL 109' - 11 1/2"
CJP UT
TYP
1/4
1/4
TYP
PL3/8X3 1/2X0' - 11 1/2"
W/ (4) BOLTS @ 3" OC
WT5X24.5X
0' - 11 1/2"
1/2"
1 1/2"1 1/2"
1/4
3 SIDES
/4
* GENERAL CONTR COORD
W/ ACTUAL ROOFING
SYSTEM THKNS
ALUMINUM SUNSCREEN
PER ARCH DWGS
BA
BEAM PER PLAN TYP
ROOF DECK
PER PLAN
GLAZING PER
ARCH DWGS TYP
CJP UT
TYP1/4
PL 3/16 PER
ARCH DWGS
2-12
L4X4X3/8 X 0' - 5"
STIFFENER PL 3/8
1/4
MULLION CONN BY GLAZING SUPPLIER
FOR LATERAL LOADS ONLY TYP
NS & FS
V A
R
IE
S
/4
PL 1/4
* GENERAL CONTR COORD W/
ACTUAL ROOFING SYSTEM THKNS
8 3/4"
1/4
3 SIDES
1/4 2-12 T&B
C10
B
1' - 10"
CJP UT
CJP UT
INSULATED
PRECAST ARCH
CONC WALL PANELS
COLUMN PER
PLAN
BEAM PER PLAN
SEE ARCH DWGS
FOR CLOSURE OF
PRECAST OPNG
B/STL EL 109' - 3"
BEAM PER PLAN TYP
1/4
1/4
1/4
PL1/4X3 1/2X1' - 8 1/2"
W/ (7) BOLTS @ 3" OC
WT4X9X1' - 8 1/2"
/2
/2
/2
B
COLUMN PER PLAN
INSULATED
PRECAST ARCH
CONC WALL PANELS
1/4
1/4
TYP
1/4
TYP
WT4X9X1' - 8 1/2" W/
(7) BOLTS @ 3" OC
BEAM PER PLAN TYP
PL3/8X3 1/2X0' - 11 1/2"
W/ (4) BOLTS @ 3" OC
WT5X24.5X0' - 11 1/2"
/2
/2
1/4
SEE ARCH DWGS
FOR CLOSURE OF
PRECAST OPNG
B
2.9
SEE TYPSEE C3 / S-326
1/4
TYP
CJP UT
CJP UT
BEAM PER PLAN TYP
SEAL WELD
T&B TYP
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
F
IL
E N
A M
E
S
IZ
E
P L O
T S
C A
L E
P
L O
T D
A T
E
IS
S
U E
D A
T E
P R
O J E
C T
N O
C
O N
T R
A C
T N
O
A F
D R
A W
IN
G
C O
D E
X
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
P R
O J E
C T
N O
K
R S
M
S C
O T
T A
IR
F
O R
C E
B A
S E
IL
L
IN
O
IS
J O
IN
T
O P
E R
A T
IO
N
S
M
IS
S
IO
N P
L A
N N
IN
G
C E
N T
M
P C
A S
S H
O W
N
C E
R T
IF
IE
D F
IN
B
C
D
E
F
G
/1
/2
V D
Y D
CONTROLLED UNCLASSIFIED INFORMATION
S-326
J S
C H
M
ID
T
W B
A
IL
E Y
J .B
R
IC
E
/1
/2
S
-3 .D
W G
R O
O F
F R
A M
IN
G
S E
C T
IO
N
S A
N D
D E
T A
IL
S
O
F
SCALE: 3/4" = 1'-0"E6
SECTION
0 1' 2' 3'
SCALE: 3/4" = 1'-0"C3
SECTION
0 1' 2' 3'
SCALE: 3/4" = 1'-0"E1
SECTION
SCALE: 3/4" = 1'-0"E3
DETAIL
SCALE: 3/4" = 1'-0"C1
DETAIL
0 1' 2' 3'
0 1' 2' 3'
0 1' 2' 3'
SCALE: 3/4" = 1'-0"A1
DETAIL
0 1' 2' 3'
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
C
E R
T
IF
IE
D
F
IN
A L
I S
S U
E D
F O
R B
ID
D
E C
A
M E
N D
M E
N T
/3
/2
03/3 1/21
W
2Q R
R
_P la ns -0
10 11
1' - 9" 6 EQ SP = 27' - 0" 1' - 9"
A6
S-303 11 3/4" 1' - 2 7/8"
1' - 3"
5 3/4" 30' - 6"
CL
8" CONC
WALL ABOVE
PILE TYPE 2, TYP
@ CROSSHATCH PILE TYPE 1 TYP UNO
6.9
D
D6
S-304
1' - 9" 3 EQ SP = 18' - 6" 1' - 9"
/8
E
Q S
P
/8
21' - 7" 5"
8" CONC WALL ABOVE
/8
11 5/8"
11 5/8"
PILE
CL
PILE
CL
SLOPE SLOPE
S L O
P E
2'-0" DIA X
2'-0" DEEP
SUMP PIT*
HSS5X5X1/4
ABOVE TYP
* GENERAL CONTR COORD W/ ACTUAL
ELEV EQPT FURNISHED, PROVIDE
ADD BARS AT SUMP PIT PER S-011
18' - 8 3/4" * 1' - 2 5/8" *
/8
WATERSTOP PER
SPECS TYP
PILE CL PILE CL
PILE TYPE 2, TYP
@ CROSSHATCH
PILE TYPE 1
TYP UNO
D8
S-303
12 13
K
L
D1
S-303
13' - 5" 30' - 0" 1' - 7"
1' - 9" 7 EQ SP = 41' - 6"
8" CONC WALL ABOVE TYP
A1
S-301
9" 6' - 8" 8' - 0 3/8" *
S L O
P E
2'-0" DIA X
2'-0" DEEP
SUMP PIT*
* GENERAL CONTR COORD W/ ACTUAL ELEV EQPT FURNISHED, PROVIDE ADD BARS AT SUMP PIT PER S-011
3' - 0" 2' - 0 3/8" *
WATERSTOP PER SPECS TYP
A3
S-301
7"
7"
PILE TYPE 2, TYP
@ CROSSHATCH
PILE TYPE 1 TYP UNO
K
L
2' - 5" 30' - 0"
A1
S-304
A8
S-302
8" CONC WALL ABOVE TYP 3' - 9 1/4"
3' - 9 1/4"
7"
E Q
E Q
E Q
1' - 9" 6 EQ SP = 30' - 8" 1' - 9"
PILE TYPE 2, TYP
@ CROSSHATCH
PILE TYPE 1
TYP UNO
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
F
IL
E N
A M
E
S
IZ
E
P L O
T S
C A
L E
P
L O
T D
A T
E
IS
S
U E
D A
T E
P R
O J E
C T
N O
C
O N
T R
A C
T N
O
A F
D R
A W
IN
G
C O
D E
X
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
P R
O J E
C T
N O
K
R S
M
S C
O T
T A
IR
F
O R
C E
B A
S E
IL
L
IN
O
IS
J O
IN
T
O P
E R
A T
IO
N
S
M
IS
S
IO
N P
L A
N N
IN
G
C E
N T
M
P C
A S
S H
O W
N
C E
R T
IF
IE
D F
IN
B
C
D
E
F
G
/1
/2
V D
Y D
CONTROLLED UNCLASSIFIED INFORMATION
S-401
J S
C H
M
ID
T
W B
A
IL
E Y
J .B
R
IC
E
/1
/2
S
-4 .D
W G
E N
L A
R G
E D
P
IL
E C
A P
P L A
N S
O
F
SCALE: 1/4" = 1'-0"D1
PILE CAP TYPE PC16B PLAN
0 2' 4' 8'
SCALE: 1/4" = 1'-0"A6
PILE CAP TYPE PC10A PLAN
0 2' 4' 8'
SCALE: 1/4" = 1'-0"D5
PILE CAP TYPE PC24 PLAN
0 2' 4' 8'
SCALE: 1/4" = 1'-0"A1
PILE CAP TYPE PC18 PLAN
0 2' 4' 8'
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
C
E R
T
IF
IE
D
F
IN
A L
I S
S U
E D
F O
R B
ID
D
E C
A
M E
N D
M E
N T
/3
/2
03/3 1/21
W
2Q R
R
_P la ns -0
10 1110.1
Q
R
D1
S-304
30' - 0" 9"11" 28' - 4"
1' - 9" 6 EQ SPA = 29' - 11" 1' - 9"
1' - 9" 5 EQ SPA = 23' - 9"
1' - 9"
2' - 4 1/2"
/2
/2
A1
S-303
E8
S-303
8" CONC WALL ABOVE TYP
TYP
9 1/2"9 1/2"
8' - 0"
6' - 7"
1' - 6"
SEE DETAIL E4 / S-301
REINF CONC TIE BM
PILE TYPE 2, TYP
@ CROSSHATCH
PILE TYPE 1 TYP UNO
8 9
H
A6
S-304
9' - 0" 2' - 0"
A8
S-305
12" CONC WALL ABOVE
4"
41' - 0"
1' - 9" 6 EQ SPA = 37' - 6" 1' - 9"
SEE E4 / S-301
REINF CONC TIE BM TYP
8' - 3"
PILE TYPE 2, TYP
@ CROSSHATCHPILE TYPE 1 TYP UNO
30' - 0"
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
F
IL
E N
A M
E
S
IZ
E
P L O
T S
C A
L E
P
L O
T D
A T
E
IS
S
U E
D A
T E
P R
O J E
C T
N O
C
O N
T R
A C
T N
O
A F
D R
A W
IN
G
C O
D E
X
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
P R
O J E
C T
N O
K
R S
M
S C
O T
T A
IR
F
O R
C E
B A
S E
IL
L
IN
O
IS
J O
IN
T
O P
E R
A T
IO
N
S
M
IS
S
IO
N P
L A
N N
IN
G
C E
N T
M
P C
A S
S H
O W
N
C E
R T
IF
IE
D F
IN
B
C
D
E
F
G
/1
/2
V D
Y D
CONTROLLED UNCLASSIFIED INFORMATION
S-402
J S
C H
M
ID
T
W B
A
IL
E Y
J .B
R
IC
E
/1
/2
S
-4 .D
W G
E N
L A
R G
E D
P
IL
E C
A P
P L A
N S
O
F
SCALE: 1/4" = 1'-0"C4
PILE CAP TYPE PC16A AND PC6A PLAN
0 2' 4' 8'
SCALE: 1/4" = 1'-0"A1
PILE CAP TYPE PC 14 PLAN
0 2' 4' 8'
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
C
E R
T
IF
IE
D
F
IN
A L
I S
S U
E D
F O
R B
ID
D
E C
A
M E
N D
M E
N T
/3
/2
03/3 1/21
W
2Q R
R
_P la ns -0
2 3
A
2.1 2.9
E6
S-326
1.3 3.9
H S
S X
X
/8
HSS10X8X5/8
HSS10X8X5/8
H S
S X
X
/1
H S
S X
X
/1
H S
S X
X
/8
H S
S X
X
/8
H S
S X
X
/8
H S
S X
X
/8
H S
S X
X
/8
H S
S X
X
/8
H S
S X
X
/8
H S
S X
X
/8
H S
S X
X
/8
H S
S X
X
/8
H S
S X
X
/8
H S
S X
X
/1
H S
S X
X
/1
HSS20X4X5/16 HSS20X4X5/16
8 98.1 8.9 9.77.3
H S
S X
X
/8
H S
S X
X
/8
H S
S X
X
/8
H S
S X
X
/8
HSS4X4X3/8 HSS4X4X3/8
HSS4X4X3/8 HSS4X4X3/8 HSS4X4X3/8 HSS4X4X3/8HSS4X4X3/8
21' - 0" 3' - 6" 11' - 6" 11' - 6" 3' - 6" 21' - 0"
C3
S-326
HSS4X4X3/8HSS4X4X3/8
E1
S-326
E3
S-326
CJP UT CJP UT
CJP UT @
SPLICE
E1
S-326
OPP
HAND
TYP
TYP
O F
R
C1
S-326
TYP
E6
S-326OPP
HAND
A1
S-326 TYP
ALUMINUM SUNSCREEN
PER ARCH DWGS
ALUMINUM SUNSCREEN
PER ARCH DWGS
1 1/2" 18 GA STL ROOF DECK
[+1 1/2"]
[+1 1/2"]
NOTE:
T/STL EL 109'-11 1/2" UNO.
[+11 1/2"]
[+11 1/2"]
[+8"]
/2
/2
R
/1
C10X15.3
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
F
IL
E N
A M
E
S
IZ
E
P L O
T S
C A
L E
P
L O
T D
A T
E
IS
S
U E
D A
T E
P R
O J E
C T
N O
C
O N
T R
A C
T N
O
A F
D R
A W
IN
G
C O
D E
X
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
P R
O J E
C T
N O
K
R S
M
S C
O T
T A
IR
F
O R
C E
B A
S E
IL
L
IN
O
IS
J O
IN
T
O P
E R
A T
IO
N
S
M
IS
S
IO
N P
L A
N N
IN
G
C E
N T
M
P C
A S
S H
O W
N
C E
R T
IF
IE
D F
IN
B
C
D
E
F
G
/1
/2
V D
Y D
CONTROLLED UNCLASSIFIED INFORMATION
S-407
J S
C H
M
ID
T
W B
A
IL
E Y
J .B
R
IC
E
/1
/2
S
-4 .D
W G
E N
L A
R G
E D
P L A
N A
T M
A
IN
E N
T R
A N
C E
C A
N O
P
IE
S
SCALE: 1/4" = 1'-0"D1
FRAMING PLAN AT MAIN ENTRANCE CANOPIES
0 2' 4' 8'
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
C
E R
T
IF
IE
D
F
IN
A L
I S
S U
E D
F O
R B
ID
D
E C
A
M E
N D
M E
N T
/3
/2
03/3 1/21
W
2Q R
R
_P la ns -0
GRID
GRID
3" 3"
(4) 3/4" DIA TYPE
VII ANCHOR BOLTS
TYPE A
GRID
GRID
/2
/2
3" 3"
(4) 3/4" DIA TYPE
VII ANCHOR BOLTS
TYPE B
GRID
GRID
6 1/2" 3" 3" 6 1/2"
(4) 3/4" DIA TYPE
VII ANCHOR BOLTS
TYPE C
GRID
/2
/2
4" 7" 3 1/2"3 1/2" 7" 4"
(8) 1 3/4" DIA TYPE
VII ANCHOR BOLTS
TYPE D
GRID
GRID
/2
/2
4" 7" 3 1/2" 3 1/2" 7" 7" 7" 7"
(14) 1 3/4" DIA TYPE VII
ANCHOR BOLTS
TYPE E
GRID
(18) #7 VERT W/
STD HOOK T&B,
SEE
(18) #7 VERT W/
STD HOOK T&B,
SEE
#4 TIES W/
SEISMIC
HOOK TYP
#4 TIES W/
SEISMIC
HOOK TYP
#4 TIES @ 2",
5" FROM TOP,
OTHERS AT 4"
OC TYP
#4 TIES @ 2", 5"
FROM TOP, OTHERS
AT 4" OC TYP
/4
/4
GROUT POCKET
GROUT POCKET
SEE DETAIL A7 / S-602
SEE DETAIL A7 / S-602
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
F
IL
E N
A M
E
S
IZ
E
P L O
T S
C A
L E
P
L O
T D
A T
E
IS
S
U E
D A
T E
P R
O J E
C T
N O
C
O N
T R
A C
T N
O
A F
D R
A W
IN
G
C O
D E
X
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
P R
O J E
C T
N O
K
R S
M
S C
O T
T A
IR
F
O R
C E
B A
S E
IL
L
IN
O
IS
J O
IN
T
O P
E R
A T
IO
N
S
M
IS
S
IO
N P
L A
N N
IN
G
C E
N T
M
P C
A S
S H
O W
N
C E
R T
IF
IE
D F
IN
B
C
D
E
F
G
/1
/2
V D
Y D
CONTROLLED UNCLASSIFIED INFORMATION
S-502
J S
C H
M
ID
T
W B
A
IL
E Y
J .B
R
IC
E
/1
/2
S
-5 .D
W G
P
IL
E C
A P
S C
H E
D U
L E
A N
D D
E T
A
IL
S
PILE CAP SCHEDULE
GRID LOCATION
PILE CAP
TYPE
T/CONC
EL
ANCHOR
BOLT TYPE REMARKS
Q-9 PC16A 97' - 0" A SEE C4/S-402
Q-10.1 PC16A 97' - 0" A SEE C4/S-402
Q-11 PC2A 97' - 0"
Q-12 PC2A 97' - 0" A TYPE 2 REINF CAGE
Q-13 PC2 97' - 0" A
R-7 PC2 97' - 0" B
R-8 PC2 97' - 0" A
R-9 PC16A 97' - 0" A SEE C4/S-402
R-10 PC16A 97' - 0" - SEE C4/S-402
PILE CAP SCHEDULE
GRID LOCATION
PILE CAP
TYPE
T/CONC
EL
ANCHOR
BOLT TYPE REMARKS
G-10.1 PC2A 97' - 0" A
G-11 PC2 97' - 0" A
G-12 PC1 97' - 0" A
G-13 PC2A 97' - 0" A
H-1 PC2 97' - 0" C
H-3.8 PC1 97' - 0" A
H-4 PC2A 97' - 0" A
H-5 PC1 97' - 0" A
H-6 PC2 97' - 0" A
H-6.9 PC10 97' - 0" E PILE TYPE 2
H-8 PC14 96' - 0" - SEE A1/S-402
H-10.1 PC10 97' - 0" E PILE TYPE 2
H-11 PC2 97' - 0" A
H-12 PC1 97' - 0" A
H-13 PC2A 97' - 0" A
J-1 PC2 97' - 0" A
J-3.8 PC1 97' - 0" A
J-4 PC2A 97' - 0" A
J-5 PC1 97' - 0" A
J-6 PC2 97' - 0" A
J-6.9 PC2A 97' - 0" A
J-8 PC1 97' - 0" A
J-9 PC1 97' - 0" A
J-10.1 PC2A 97' - 0" A
J-11 PC2 97' - 0" A
J-12 PC1 97' - 0" A
J-13 PC2A 97' - 0" A
K-1 PC2 97' - 0" B
K-2 PC2 97' - 0" A
K-3 PC2 97' - 0" A
K-3.8 PC2 97' - 0" A
K-4 PC18 97' - 0" A SEE A1/S-401
L-4 PC18 97' - 0" A SEE A1/S-401
L-5 PC18 97' - 0" A SEE A1/S-401
L-6 PC2 97' - 0" A
L-6.9 PC2A 97' - 0" A
L-8.3 PC1 97' - 0" A
L-9 PC1 97' - 0" A
L-10.1 PC2A 97' - 0" A
L-11 PC2 97' - 0" A
L-12 PC24 95' - 0" A SEE D5/S-401
L-13 PC24 95' - 0" A SEE D5/S-401
M-4 PC2A 97' - 0" D
M-5 PC1 97' - 0" A
M-6 PC2 97' - 0" A
M-6.9 PC2A 97' - 0" A
M-8 PC1 97' - 0" A
M-9 PC1 97' - 0" A
M-10.1 PC2A 97' - 0" A
M-11 PC2 97' - 0" A
M-12 PC1 97' - 0" A
M-13 PC2A 97' - 0" D
N-4 PC6 97' - 0" E
N-5 PC1 97' - 0" A
N-6 PC2 97' - 0" A
N-6.9 PC2A 97' - 0" A
N-8 PC1 97' - 0" A
N-9 PC1 97' - 0" A
N-10.1 PC2A 97' - 0" A
N-11 PC2 97' - 0" A
N-12 PC1 97' - 0" A
N-13 PC6 97' - 0" E
P-4 PC2A 97' - 0" A
P-5 PC1 97' - 0" A
P-6 PC2 97' - 0" A
P-6.9 PC2A 97' - 0" A
P-8 PC1 97' - 0" A
P-8.7 PC1 97' - 0" A
P-10.1 PC2A 97' - 0" A
P-11 PC2 97' - 0" A
P-12 PC1 97' - 0" A
P-13 PC2A 97' - 0" A
Q-4 PC2 97' - 0" A
Q-5 PC2A 97' - 0" A TYPE 2 REINF CAGE
Q-6 PC2A 97' - 0" A TYPE 2 REINF CAGE
Q-6.9 PC2 97' - 0" A
Q-8 PC1 97' - 0" A
PILE CAP SCHEDULE
GRID LOCATION
PILE CAP
TYPE
T/CONC
EL
ANCHOR
BOLT TYPE REMARKS
* MECH YARD &
LOADING DOCK
PC2 94' - 3" - SEE S-107 & S-108
A-2.1 PC1 97' - 0" B
A-2.9 PC1 97' - 0" B
A-8.1 PC1 97' - 0" B
A-8.9 PC1 97' - 0" B
B-1 PC2 97' - 0" B
B-1.3 PC2 97' - 0" B
B-2 PC2 97' - 0" B
B-3 PC2 97' - 0" B
B-3.9 PC2 97' - 0" B
B-4 PC2 97' - 0" B
B-7 PC2 97' - 0" B
B-7.3 PC2 97' - 0" B
B-8 PC2 97' - 0" B
B-9 PC2 97' - 0" B
B-9.7 PC2 97' - 0" B
B-10 PC2 97' - 0" B
C-1 PC2 97' - 0" A
C-2 PC1 97' - 0" A
C-3 PC1 97' - 0" A
C-4 PC2 97' - 0" A
C-5 PC2A 97' - 0" A TYPE 2 REINF CAGE
C-6 PC2A 97' - 0" A TYPE 2 REINF CAGE
C-6.9 PC2 97' - 0" A
C-8 PC1 97' - 0" A
C-9 PC1 97' - 0" A
C-10.1 PC2 97' - 0" A
C-11 PC2A 97' - 0" A TYPE 2 REINF CAGE
C-12 PC2A 97' - 0" A TYPE 2 REINF CAGE
C-13 PC2 97' - 0" A
C.5-10.1 PC16 97' - 0" - SEE D1/S-401
C.5-D.5 PC10 95' - 0" - SEE A6/S-401
D-1 PC2 97' - 0" C
D-3.8 PC1 97' - 0" A
D-4 PC2A 97' - 0" A
D-5 PC1 97' - 0" A
D-6 PC2 97' - 0" A
D-6.9 PC2A 97' - 0" A
D-8 PC1 97' - 0" A
D-9 PC1 97' - 0" A
D-10.1 PC2A 97' - 0" A
D-11 PC2 97' - 0" A
D-12 PC1 97' - 0" A
D-13 PC2A 97' - 0" A
E-1 PC2 97' - 0" C
E-3.8 PC1 97' - 0" E
E-4 PC6 97' - 0" E
E-5 PC1 97' - 0" A
E-6 PC2 97' - 0" A
E-6.9 PC2A 97' - 0" A
E-8 PC1 97' - 0" A
E-9 PC1 97' - 0" A
E-10.1 PC2A 97' - 0" A
E-11 PC2 97' - 0" A
E-12 PC1 97' - 0" A
E-13 PC6 97' - 0" E
F-1 PC2 97' - 0" C
F-3.8 PC1 97' - 0" A
F-4 PC2A 97' - 0" D
F-5 PC1 97' - 0" A
F-6 PC2 97' - 0" A
F-6.9 PC10 97' - 0" E
F-8 PC1 97' - 0" A
F-9 PC1 97' - 0" A
F-10.1 PC10 97' - 0" E
F-11 PC2 97' - 0" A
F-12 PC1 97' - 0" A
F-13 PC2A 97' - 0" D
G-1 PC2 97' - 0" C
G-3.8 PC1 97' - 0" A
G-4 PC2A 97' - 0" A
G-5 PC1 97' - 0" A
G-6 PC2 97' - 0" A
G-6.9 PC2A 97' - 0" A
G-8 PC1 97' - 0" A
G-9 PC1 97' - 0" A
1. SEE S-001 AND S-002 FOR GENERAL NOTES, LEGEND, AND
ABBREVIATIONS.
2. SEE S-107 AND S-108 FOR PILE CAP LOCATIONS IN THE
MECHANICAL YARD AND LOADING DOCK AREA.
3. SEE S-401 AND S-402 FOR ENLARGED PILE CAP DETAILS.
INCLUDING PILE CAP TYPES 6A, 10A, AND 16B THAT ARE
NOT LISTED IN PILE CAP SCHEDULE.
4. SEE S-601 AND S-602 FOR COLUMN SCHEDULE AND BASE
DETAILS.
5. PROVIDE 2" GROUT PAD UNDER ALL COLUMN BASE PLATES.
6. FOR COLUMN ORIENTATION SEE PLAN DRAWINGS.
NOTES:
SCALE: 1 1/2" = 1'-0"A5
ANCHOR BOLT DETAILS
0 1/2' 1' 1 1/2'
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
C
E R
T
IF
IE
D
F
IN
A L
I S
S U
E D
F O
R B
ID
D
E C
A
M E
N D
M E
N T
/3
/2
03/3 1/21
W
2Q R
R
_P la ns -0
C
RESTRM.
P23
P23 P23
P3
P9
P8
P23
P9
P9
P21
A-421
A8
A6
* 6' - 0"
/8
* 1' - 0"
1' - 1"
3' - 0"
P9
TA-01
TA-07
TA-02
TA-11
TA-05
TA-13
P35e
P35a
P35a
P35a
SECOND FLOOR
118' - 0"
1' - 1" 3' - 0"
TA-07
TA-13
TA-05
TA-02
TA-01
TLC-3
TBP-1
TA-11
SECOND FLOOR
118' - 0"
C
TBP-1
TLP-2
PA-1 TA-02
TA-01
TA-07
SECOND FLOOR
118' - 0"
A7
A-781
A3
A-781
1' - 0" 2' - 9" 3' - 0"
PLAM-2
SSF-2
PLAM-2
PA-1
WDB-1
E4
TLC-3
1' - 3" 2' - 9" 3' - 0"
8' - 11 1/4"
C6
A-781
TA-11
TA-06
FINISHED END
F
98.7 8.9
4' - 8" 2' - 4"
2027C
2027A
2027B
2025 2024
VEST.
RESTRM.
A-421 C8
C6
2' - 8" 4"
P8
P8
P8
P8
P8
P9
P9P9
P9
P17b
P8 P8
P9
TA-11 TA-01
TA-13
TA-07
TA-02
TA-06
P9
E
8.38.1
A-421
C3
1' - 7" * 9' - 0 5/8"
4' - 9 5/8" CLEAR
4' - 9 5/8" CLEAR
P8 P8
P6
P6
P6
P6
P8
P8
12' - 2 5/8"
COPY
COFFEE
TA-06 TA-11
F.E.C.
SECOND FLOOR
118' - 0"
9 8.9
4" 2' - 8"
TA-13
TA-07
TA-02
TA-01
TA-11
TLC-3
TBP-1
SECOND FLOOR
118' - 0"
TLP-2
TBP-1
PA-1
TA-01
TA-02
TA-07
SECOND FLOOR
118' - 0"
A7
A-781
A3
A-781
E1
A-782
3' - 1 3/8"2' - 6"2' - 6"2' - 6"1' - 6"
E5 E4
E3
PLAM-2
SSF-2
TLC-3
PLAM-2
PA-1
WDB-1
TA-06
TA-11
C4
A-781
FINISHED END
SECOND FLOOR
118' - 0"
1 7/8"1' - 3"1' - 3"
E5TLC-3
SSF-2
PLAM-2
PA-1
WDB-1
4' - 7 7/8"
A3
A-781
E1
A-7822
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
F
IL
E N
A M
E
S
IZ
E
P L O
T S
C A
L E
P
L O
T D
A T
E
IS
S
U E
D A
T E
P R
O J E
C T
N O
C
O N
T R
A C
T N
O
A F
D R
A W
IN
G
C O
D E
X
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
P R
O J E
C T
N O
K
R S
M
S C
O T
T A
IR
F
O R
C E
B A
S E
IL
L
IN
O
IS
J O
IN
T
O P
E R
A T
IO
N
S
M
IS
S
IO
N P
L A
N N
IN
G
C E
N T
M
P C
A S
S H
O W
N
1 753 92 864 10
A
B
C
D
E
F
G
/1
/2
V D
Y D
A-421
K Y
A R
O S
A C
O H
E N
T L E
E
/1
/2
A
-4 .D
W G
E N
L A
R G
E D
F L O
O R
P L A
N S
A N
D E
L E
V A
T
IO
N S
0 2' 4' 8'
SCALE: 1/4" = 1'-0"
E3
ENLARGED FLOOR PLAN - TOILET ROOM 2005
SCALE: 1/4" = 1'-0"
A8
TOILET ROOM 2005 - EAST
SCALE: 1/4" = 1'-0"
A6
TOILET ROOM 2005 - NORTH
SCALE: 1/4" = 1'-0"
A1
COFFEE 2011 - NORTH
SCALE: 1/4" = 1'-0"
E8
ENLARGED FLOOR PLAN - RESTROOM 2026
SCALE: 1/4" = 1'-0"
E6
ENLARGED FLOOR PLAN - ROOMS 2037 & 2038
SCALE: 1/4" = 1'-0"
C6
RESTROOM 2026 - WEST
SCALE: 1/4" = 1'-0"
C8
RESTROOM 2026 - SOUTH
SCALE: 1/4" = 1'-0"
C3
COFFEE 2037 - EAST
SCALE: 1/4" = 1'-0"
A3
COFFEE 2011 - WEST
N N N
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
C
E R
T
IF
IE
D
F
IN
A L
I S
S U
E D
F O
R B
ID
D
E C
A
M E
N D
M E
N T
/3
/2
31 March 2021
C E
R T
IF
IE
D F
IN
CONTROLLED UNCLASSIFIED INFORMATION
W
2Q R
R
_P la ns -0
FINISHED CEILING
GLAZED CLERESTORY
GLAZED SIDELIGHT
CLEAR GLASS DOOR
GLAZED TRANSOM
SOLID PANEL
RE: PLAN
VARIES
INTERIOR SIGNAGE
APPLIED GLASS FILM
SOLYX SXJ-0547 FEATHER GRADIENT
FINISHED CEILING
SOLID PANEL (DP-2)
MARKERBOARD WHERE INDICATED
RE: ENLARGED DEMOUNTABLE PARTITION PLANS
LOAD BARS WHERE REQ'D FOR FLAT PANEL DISPLAYS
RE: ENLARGED DEMOUNTABLE PARTITION PLANS,
COORDINATE OUTLET LOCATION WITH ELECTRICAL AND AV.
DEMOUNTABLE PARTITION TYPE LEGEND:
DP-1 SOLID PANEL W/ GLASS CLERESTORY
DP-2 SOLID PANEL - FULL HEIGHT
DP-3 GLASS STOREFRONT - FULL HEIGHT
DEMOUNTABLE PARTITION TYPE LEGEND:
CG CLEAR GLASS
FP FABRIC PANEL
MB MARKERBOARD
MP METAL PANEL
NOTE: ALL CLERESTORY PANELS AND DOOR TRANSOMS ARE CLEAR GLASS.
XX / XX
OUTSIDE PANEL FINISH
INSIDE PANEL FINISH
GENERAL DEMOUNTABLE PARTITION
INSTALLATION NOTES:
1.
2.
3.
4.
PRIOR TO FABRICATION OF DEMOUNTABLE WALLS, PROVIDE
DRAWINGS THAT INCLUDE DETAILED WALL PANEL LAYOUTS;
DOORS, FRAME AND INSTALLATION DETAILS; TYPICAL
ELEVATIONS; AND DETAILS AT FLOOR AND CEILING TRACKS.
LOCATE AND VERIFY ALL FACTORY CUTOUTS PRIOR TO
FABRICATION. CUTOUTS WILL BE REQUIRED, AT MINIMUM, FOR
COMMUNICATION/DATA RECEPTACLES, THERMOSTATS AND
STROBES.
REFERENCE SPECIFICATION SECTION 10 22 19 DEMOUNTABLE
AND MOVEABLE PARTITIONS FOR PERFORMANCE
REQUIREMENTS, INCLUDING BUT NOT LIMITED TO THE
FOLLOWING: ACOUSTIC PERFORMANCE, PANEL CONSTRUCTION,
LOAD-BEARING CAPACITY, AND ELECTRICAL/COMMUNICATION
CAPABILITY.
FILM APPLICATION TO BE FIELD INSTALLED BY CONTRACTOR.
2" 3' - 1 1/2" 2' - 0"
CG
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
F
IL
E N
A M
E
S
IZ
E
P L O
T S
C A
L E
P
L O
T D
A T
E
IS
S
U E
D A
T E
P R
O J E
C T
N O
C
O N
T R
A C
T N
O
A F
D R
A W
IN
G
C O
D E
X
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
P R
O J E
C T
N O
K
R S
M
S C
O T
T A
IR
F
O R
C E
B A
S E
IL
L
IN
O
IS
J O
IN
T
O P
E R
A T
IO
N
S
M
IS
S
IO
N P
L A
N N
IN
G
C E
N T
M
P C
A S
S H
O W
N
1 753 92 864 10
A
B
C
D
E
F
G
/1
/2
V D
Y D
I-146
T L E
E
A C
O H
E N
T L E
E
/1
/2
I-
.D
W G
D E
M O
U N
T A
B L E
P A
R T
IT
IO
N E
L E
V A
T
IO
N S
A N
D D
E T
A
IL
S
SCALE: 1/4" = 1'-0"
A1
DEMOUNTABLE PARTITION STOREFRONT TYPICAL ELEVATION
SCALE: 1/4" = 1'-0"
C1
DEMOUNTABLE PARTITION DP-2 TYPICAL ELEVATION
0 2' 4' 8'
0 2' 4' 8'
SCALE: 1/2" = 1'-0"
E1
TYPICAL DOOR WITH SIDELITE
0 1' 2' 4'
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
C
E R
T
IF
IE
D
F
IN
A L
I S
S U
E D
F O
R B
ID
D
E C
A
M E
N D
M E
N T
/3
/2
31 March 2021
C E
R T
IF
IE
D F
IN
CONTROLLED UNCLASSIFIED INFORMATION
W
2Q R
R
_P la ns -0
D
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
F
IL
E N
A M
E
S
IZ
E
P L O
T S
C A
L E
P
L O
T D
A T
E
IS
S
U E
D A
T E
P R
O J E
C T
N O
C
O N
T R
A C
T N
O
A F
D R
A W
IN
G
C O
D E
X
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
P R
O J E
C T
N O
K
R S
M
S C
O T
T A
IR
F
O R
C E
B A
S E
IL
L
IN
O
IS
J O
IN
T
O P
E R
A T
IO
N
S
M
IS
S
IO
N P
L A
N N
IN
G
C E
N T
M
P C
A S
S H
O W
N
C E
R T
IF
IE
D F
IN
B
C
D
E
F
G
/1
/2
V D
Y D
M-608
C D
A Z
E
G F
A U
S T
N N
IE
M
A N
N
O C
T O
B E
R
M
-6 .D
W G
M E
C H
A N
IC
A
L S
C H
E D
U L E
S
AIR SEPARATOR (AS) SCHEDULE
TAG NO. LOCATION SYSTEM
FLOW
(GPM)
PRESSURE
DROP
(FT WG)
CONNECTION
TYPE
CONNECTION
SIZE
(IN)
MAX
PRESSURE
(PSIG)
AS-01 1011 CHILLED WATER RETURN 940 1.0 FLANGED 8 125
AS-02 1011 HEATING HOT WATER RETURN 300 1.0 FLANGED 4 125
HVAC PUMP (CHP, CWP, HWP) SCHEDULE
TAG NO. TYPE LOCATION SERVICE
CAPACITY
(GPM)
TOTAL HEAD
( FT W.G.)
MOTOR
STARTER / DISCONNECT PROVIDED BY SPEED CONTROL TYPE
ELECTRICAL
NOTESRPM HP BHP TYPE VOLTS PHASE
CHP-101 MULTISTAGE VERTICAL INLINE 1011 CHILLED WATER - PRIMARY 650 55 3600 20 13.2 TEFC MANUFACTURER MOTOR MOUNTED VFD 460 3 1,3
CHP-102 MULTISTAGE VERTICAL INLINE 1011 CHILLED WATER - PRIMARY 650 55 3600 20 13.2 TEFC MANUFACTURER MOTOR MOUNTED VFD 460 3 1,3
CHP-103 MULTISTAGE VERTICAL INLINE 1011 CHILLED WATER - PRIMARY 650 55 3600 20 13.2 TEFC MANUFACTURER MOTOR MOUNTED VFD 460 3 1,3
CHP-104 MULTISTAGE VERTICAL INLINE 1011 CHILLED WATER - SECONDARY 450 95 3600 20 13.7 ODP MANUFACTURER MOTOR MOUNTED VFD 460 3 1,3
CHP-105 MULTISTAGE VERTICAL INLINE 1011 CHILLED WATER - SECONDARY 450 95 3600 20 13.7 ODP MANUFACTURER MOTOR MOUNTED VFD 460 3 1,3
CHP-106 MULTISTAGE VERTICAL INLINE 1011 CHILLED WATER - SECONDARY 450 95 3600 20 13.7 ODP MANUFACTURER MOTOR MOUNTED VFD 460 3 1,3
CWP-101 VERTICAL INLINE 1011 CONDENSER WATER - PRIMARY 700 55 1160 15 12.1 ODP DIVISION 26 N/A 460 3 1,4,5
CWP-102 VERTICAL INLINE 1011 CONDENSER WATER - PRIMARY 700 55 1160 15 12.1 ODP DIVISION 26 N/A 460 3 1,4,5
CWP-103 VERTICAL INLINE 1011 CONDENSER WATER - PRIMARY 700 55 1160 15 12.1 ODP DIVISION 26 N/A 460 3 1,4,5
HWP-101 MULTISTAGE VERTICAL INLINE 1011 HOT WATER - PRIMARY 130 90 1800 7.5 4.1 ODP MANUFACTURER MOTOR MOUNTED VFD 460 3 2,3
HWP-102 MULTISTAGE VERTICAL INLINE 1011 HOT WATER - PRIMARY 130 90 1800 7.5 4.1 ODP MANUFACTURER MOTOR MOUNTED VFD 460 3 2,3
HWP-103 MULTISTAGE VERTICAL INLINE 1011 HOT WATER - PRIMARY 130 90 1800 7.5 4.1 ODP MANUFACTURER MOTOR MOUNTED VFD 460 3 2,3
COOLING TOWER (CT) SCHEDULE
TAG TYPE
WATER FLOW
RATE (GPM)
SUMMER DESIGN WINTER DESIGN
NO. OF
MOTORS
STARTER/DISCONNECT
PROVIDED BY MOTOR HP
MOTOR
TYPE
SPEED CONTROL
TYPE
BASIN
HEATER
(KW)
ELECTRICAL
EWT
(°F)
LWT
(°F)
ENT. AIR WET
BULB TEMP
(°F)
EWT
(°F)
LWT
(°F)
ENT. AIR WET
BULB TEMP
(°F) PHASE VOLTS
CT-101 COUNTERFLOW 700 99.1 86 79 54.9 48 41 1 MANUFACTURER 30 TEFC VFD 12 3 460
CT-102 COUNTERFLOW 700 99.1 86 79 54.9 48 41 1 MANUFACTURER 30 TEFC VFD 12 3 460
FAN (EF) SCHEDULE
TAG AREA SERVED
SERVICE
USED FOR FAN TYPE
ALTITUDE
(FT.)
MAX
AIRFLOW
(CFM)
MIN
AIRFLOW
(CFM)
MAX.
OUTLET
VELOCITY
(FT/MIN)
FAN
SPEED
(RPM) SPEED CONTROL
EXTERNAL
STATIC
PRESSURE
(IN. W.G.)
MOTOR
STARTER /
DISCONNECT
PROVIDED BY
DRIVE
TYPE
WEIGHT
(LBS) NOTESMIN. HP
OPERATING
BHP TYPE VOLTS PHASE
EF-101 AHU-104 & AHU-105 GENERAL EXHAUST EXHAUST INLINE CENTRIFUGAL 459 5440 5440 639 1768 VFD 1.7 5 3.44 TEFC 460 3 MANUFACTURER DIRECT 259 3
EF-102 AHU-102 & AHU-103 GENERAL EXHAUST EXHAUST INLINE CENTRIFUGAL 459 3315 3315 601 724 NONE 0.75 1.5 1.13 ODP 460 3 MANUFACTURER BELT 407 2
EF-103 MECHANICAL ROOM 1011 CHILLERS INLINE CENTRIFUGAL 459 3500 3500 1974 1974 NONE 0.4 1 0.913 ODP 115 1 MANUFACTURER BELT 353
EF-104 MECHANICAL ROOM 1011 NMC INLINE CENTRIFUGAL 459 7500 7500 630 630 NONE 0.25 1.5 1.2 ODP 460 3 MANUFACTURER BELT 607
EF-105 ELECTRICAL ROOM 1006 NMC INLINE CENTRIFUGAL 459 1500 1500 529 1075 NONE 0.25 0.334 0.253 ODP 115 1 MANUFACTURER BELT 387
EF-106 MECHANICAL ROOM 1109 NMC INLINE CENTRIFUGAL 459 540 540 446 818 UNIT MOUNTED 0.25 0.25 0.077 ODP 115 1 MANUFACTURER DIRECT 204
EF-107 AHU-101 RELIEF FAN EXHAUST UPBLAST CENTRIFUGAL 459 2830 1595 906 1640 VFD 2.12 2 1.9 TEFC 460 3 MANUFACTURER DIRECT 110 1
EF-108 AHU-101 GENERAL EXHAUST EXHAUST UPBLAST CENTRIFUGAL 459 1050 1050 1669 1238 NONE 0.3 0.25 0.155 ODP 115 1 MANUFACTURER DIRECT 81 1
EF-109 MECHANICAL ROOM 1174 NMC INLINE CENTRIFUGAL 459 810 810 500 1809 NONE 0.25 0.333 0.311 ODP 115 1 MANUFACTURER BELT 232
EF-110 LOADING DOCK EXHAUST INLINE CENTRIFUGAL 459 930 930 750 1448 NONE 0.3 0.25 0.233 ODP 115 1 MANUFACTURER BELT 50 7
EF-201 AHU-201 GENERAL EXHAUST EXHAUST UPBLAST CENTRIFUGAL 459 1930 1930 1293 1035 NONE 0.6 0.5 0.45 ODP 115 1 MANUFACTURER BELT 127 4
EF-202 AHU-201 GENERAL EXHAUST EXHAUST UPBLAST CENTRIFUGAL 459 2800 2800 912 912 NONE 0.75 1 0.77 ODP 115 1 MANUFACTURER BELT 149 4
EF-203 AHU-202 GENERAL EXHAUST EXHAUST UPBLAST CENTRIFUGAL 459 3900 3900 1351 976 NONE 0.55 1 0.91 ODP 115 1 MANUFACTURER BELT 149 5
EF-204 UPS ROOM EXHAUST EXHAUST UPBLAST CENTRIFUGAL 459 150 150 726 1331 NONE 0.5 0.25 0.1 ODP 115 1 MANUFACTURER BELT 71 7
NOTES:
1. INTERLOCK WITH AHU-101
2. INTERLOCK WITH AHU-102 & AHU-103
3. INTERLOCK WITH AHU-104 & AHU-105
4. INTERLOCK WITH AHU-201
5. INTERLOCK WITH AHU-202
6. SELECTED FAN SHALL A MAXIMUM AIRFLOW CAPACITY OF 1,250 CFM AND BALANCED AS REQUIRED TO MAINTAIN ROOM DIFFERENTIAL PRESSURE REQUIREMENTS.
7. FAN SHALL BE SPARK PROOF CONSTRUCTION WITH MOTOR MOUNTED OUTSIDE OF AIRSTREAM.
NOTES:
1. PROVIDE WITH MANUFACTURER'S DISCONNECT, VFD, AND SINGLE POINT POWER CONNECTION IN ACCORDANCE WITH DIVISION 26 SPECIFICATIONS.
2. MAXIMUM FAN MOTOR SPEED SHALL BE 1800 RPM.
3. BASIN HEATER DISCONNECT SHALL BE PROVIDED BY DIVISION 26 AND SHALL BE SIZED TO HEAT THE BASIN TO 40°F AT 0°F AMBIENT.
4. PROVIDE NEMA 4X ENCLOSURE LOCATED ADJACENT TO COOLING TOWER FOR ALL CONTROL COMPONENTS.
5. PROVIDE COOLING TOWER WITH MANUFACTURER'S ACCESS LADDER.
6. SUCTION CONNECTION SHALL BE SIDE-OUTLET CONNECTION WITH SUCTION HOOD AND REMOVABLE TRASH SCREEN DESIGNED FOR TOWER FLOW.
7. PROVIDE EQUALIZER LINE OR FLUMES BETWEEN CELL BASINS FOR EQUALIZATION. METHOD FOR MANUAL ISOLATION OF EACH CELL BASIN SHALL BE PROVIDED.
EXPANSION TANK (ET) SCHEDULE
TAG NO. TYPE ORIENTATION LOCATION SYSTEM
MIN. TANK
VOLUME
(GAL)
MIN. TANK
ACCEPTANCE VOLUME
(GAL)
RELIEF VALVE
SETPOINT
(PSI) NOTES
ET-3 BLADDER VERTICAL 1011 - MECHANICAL HEATING HOT WATER 132 62 55 1
ET-4 BLADDER VERTICAL 1011 - MECHANICAL CHILLED WATER 22 11 55 1
NOTES:
1. PROVIDE TANK THAT MEETS OR EXCEEDS BOTH VOLUME REQUIREMENTS EVEN IF FULL ACCEPTANCE TANK IS PROVIDED.
NOTES:
1. OPERATING FLUID IS WATER.
2. OPERATING FLUID IS 30% PROPYLENE GLYCOL.
3. PUMP IS PART OF A VARIABLE SPEED PACKAGED PUMPING SYSTEM WITH THREE 50% CAPACITY PUMPS. PUMP PACKAGE SHALL HAVE SINGLE POINT ELECTRICAL CONNECTION. CONTROLS, VFD, AND DISCONNECT SHALL BE PROVIDED BY
MANUFACTURER.
4. DISCONNECT AND STARTER SHALL BE PROVIDED BY DIVISION 26.
5. NPSHR SHALL BE A MAXIMUM OF 22 FT. WC.
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
C
E R
T
IF
IE
D
F
IN
A L
I S
S U
E D
F O
R B
ID
D
E C
A
M E
N D
M E
N T
/3
/2
CONTROLLED UNCLASSIFIED INFORMATION
W
2Q R
R
_P la ns -0
LIGHT FIXTURE. SEE LIGHTING
FLOOR PLAN AND LIGHT FIXTURE
SCHEDULE FOR MOUNTING HEIGHT.
STRUT CHANNEL CONNECTED TO
STRUCTURE
MECHANICAL DUCTWORK
MECHANICAL ALL THREAD
ROD AND STRUT CHANNEL
NOTE:
1. DETAIL IS FOR TYPICAL ROUTING. SUBCONTRACTOR SHALL ROUTE
STRUT CHANNEL AND ALL THREAD ROD AS REQUIRED TO HANG LIGHT
FROM STRUCTURE ABOVE.
FIXTURE PENDANT SYSTEM
ALL-THREAD
BEAM CLAMP (TYP)
LIGHT FIXTURE
LED
12 GAUGE STEEL
HANGER WIRES TO
STRUCTURE ABOVE
FROM FIXTURE
(MAY BE SLACK)
MINIMUM OF FOUR
CEIILING
GRID
SUSPENDED
CEILING GRID SUPPORT
BY CEILING INSTALLER
GRADE
A
IM
A N
G L
EA
IM
H
E
IG
H T
0°
90°
AREA
FLAG POLE
BUILDING SIGN 1
BUILDING SIGN 2
AIM ANGLE
80°
45°
45°
AIM HEIGHT
27'-0"
5'-6"
9'-0"
EXTERIOR FIXTURE
AIMING SCHEDULE
FEED
CEILING
FLEX WHIP
WALL
FRAMING
LIGHT FIXTURE
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
F
IL
E N
A M
E
S
IZ
E
P L O
T S
C A
L E
P
L O
T D
A T
E
IS
S
U E
D A
T E
P R
O J E
C T
N O
C
O N
T R
A C
T N
O
A F
D R
A W
IN
G
C O
D E
X
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
P R
O J E
C T
N O
K
R S
M
S C
O T
T A
IR
F
O R
C E
B A
S E
IL
L
IN
O
IS
J O
IN
T
O P
E R
A T
IO
N
S
M
IS
S
IO
N P
L A
N N
IN
G
C E
N T
M
P C
A S
S H
O W
N
C E
R T
IF
IE
D F
IN
B
C
D
E
F
G
/1
/2
V D
Y D
EL504
M H
A R
A L S
O N
P
O 'G
O R
M A
N
Z M
A T
H E
W S
M A
Y
E
L .D
W G
L
IG
H T
IN
G
D E
T A
IL
S
NTSSCALE:E1
TYPICAL LIGHT FIXTURE PENDANT MOUNTING DETAIL
NTSSCALE:B1
TYPICAL RECESSED FIXTURE DETAIL
GENERAL NOTES:
1. FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS
SEE DRAWINGS E-001 AND E-002.
NTSSCALE:B4
EXTERIOR FIXTURE AIMING DETAIL
NTSSCALE:E5
TYPICAL CEILING TO WALL LIGHT FIXTURE MOUNTING
DETAIL
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
C
E R
T
IF
IE
D
F
IN
A L
I S
S U
E D
F O
R B
ID
D
E C
A
M E
N D
M E
N T
/3
/2
31 March 2021
CONTROLLED UNCLASSIFIED INFORMATIONCONTROLLED UNCLASSIFIED INFORMATION
W
2Q R
R
_P la ns -0
MDP2
MFM
3000A, 480Y/277V, 65KAIC, 3P, 4W+G
3P 500A
LSIG
3P 800A
LSIG
3P 500A
LSIG
UPS A UPS B
2L1 2L2
3P 100A
3P 100A
CONT.
SHEET
EP604
800A, 480Y/277V, 42KAIC
3P 800A
LSIG
800A
3P 800A
LSIG
800A, 480Y/277V, 65KAIC
3P 800A N.O.
LSIG
FROM TX2
(EP601)
SWBD-UPS1
SWBD-UPS2
2P8
Y
2XT8
480V
208Y/120V 45kVA K-4
2R8A
2R8B
2IPDS8
CH-101
3P 70A
2P3
Y
2XT3A
480V
208Y/120V 75kVA K-4
2R3A
2R3B
2IPDS3
3P 150A
LSIG
3P 100A
3P 400A
LSIG
-4
-4
-4
3P 225A
-4
-4
-3
-3
650KVA
480-480Y/277
650KVA
480-480Y/277
CONT.
TO MTS FOR
CH102
SHEET EP601
3P 800A
LSIG
3P 800A
LSIG
3P 800A N.O.
LSIG
4-POLE ATS W. BYPASS ISOLATION
U P
S M
A
IN
T E
N A
N C
E B
Y P
A S
S
SPD
3000A, 480Y/277V, 65KAIC
3P 3000A
LSIG
2R3C
2P9
3P 225A
LSIG
2P9A
P15
-4
3P 225A
LSIG
-4
SPD SPD
NG NG
3000-4
-4
800-4 800-4
-4
GENTEMP GEN /
LOAD BANK
GEN-SWG
3000A, 480Y/277V, 65K AIC
G
N
S
E T
S O
F
-5 K
C
IL
IN
A C
H O
F
C
500-4
3000A
LSIG
G
DIESEL GENERATOR
1750KW / 2000KVA
480Y/277V
2400A
CAM-LOCK
CABINET
3000AF
2400AT
LSIG
3000AF
2400AT
LSIG
G
N
3000A
LSIG
TX-2 MAIN
3000A, 480Y/277V, 65K AIC
CONT.
SHEET
EP604
3P 400A
LSIG
Y
XT14
480V 208Y/120V 45kVA K-4
T1A
-4
-3
NG
P6
Y
XT6A
480V
208Y/120V 75kVA K-4
TC1 TC4
Y
XT6B
480V
208Y/120V 75kVA K-4
(2
S E
T
F
-4
-4
-4
-3
-3
SPD SPD
NG
NG
T2BT2A T3A T3B
SPD SPD SPD SPD
T4BT4A T5A T5B
SPD SPD SPD SPD
S
E T
S O
F
-5 K
C
IL
IN
A C
H O
F
C
-4
-4
T1B
-4
SPD SPD
2R3D
-3
K
C M
IL
/0
G I
N
C
/0
G
IN
C
Y
2XT3B
480V
208Y/120V 30kVA K-4
-4
-3
NG
SPARE SPARE
-4
-4
-4
-4
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
F
IL
E N
A M
E
S
IZ
E
P L O
T S
C A
L E
P
L O
T D
A T
E
IS
S
U E
D A
T E
P R
O J E
C T
N O
C
O N
T R
A C
T N
O
A F
D R
A W
IN
G
C O
D E
X
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
P R
O J E
C T
N O
K
R S
M
S C
O T
T A
IR
F
O R
C E
B A
S E
IL
L
IN
O
IS
J O
IN
T
O P
E R
A T
IO
N
S
M
IS
S
IO
N P
L A
N N
IN
G
C E
N T
M
P C
A S
S H
O W
N
C E
R T
IF
IE
D F
IN
B
C
D
E
F
G
/1
/2
V D
Y D
EP603
D R
ID
L E
Y
P
O 'G
O R
M A
N
Z M
A T
H E
W S
M A
R C
H
E
P .D
W G
O N
E L
IN
E
D
IA
G R
A M
S
NTSSCALE:A1
STANDBY POWER ELECTRICAL ONE-LINE DIAGRAM
ESTIMATED UPS DEMAND
SWITCHBOARD CONNECTED ESTIMATED DEMAND
SWB-UPS2 1289500 VA 657983 VA
UPS SYSTEM IS GFGI. CONTRACTOR
SHALL COORDINATE WITH COR FOR FINAL
CONNECTION REQUIREMENTS TO
FACILITATE INSTALLATION OF UPS BY
OTHERS.
PREPARATION FOR FUTURE BUS
EXTENSION
GENERATOR SELECTED BY CONTRACTOR
SHALL BE SIZED APPROPRIATELY FOR
THE LOADS CONNECTED. ALTERNATOR
SHALL BE UP-SIZED OR DE-RATED
APPROPRIATELY BASED ON MODEL
SELECTED.
PROVIDE TRANSFORMER SECONDARY
WITH DOUBLE NEUTRAL.
SIZE BREAKER AND WIRING PER
MANUFACTURER'S RECOMMENDATIONS.
SHUNT TRIP BREAKERS. THESE
BREAKERS SHALL TRIP UPON EITHER BY
EMERGENCY…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .