MIC1 - VOL. 2_Part 2 of 3.pdf
PDF 44 MB Posted
- Attached to
- Minot AFB Helo Ops Facility Federal contract opportunity
- Solicitation number
- W9128F22R0048
About this file
This document provides details of a federal contract opportunity for construction services. The solicitation involves the construction of a new 135,000 square foot hangar at Minot Air Force Base in North Dakota to house helicopter squadron operations and maintenance facilities. Key requirements include an alert crew facility, aircraft shelter, maintenance unit, simulator complex, taxiways and airfield lighting. Sustainability measures are also included. The project aims to accommodate weapons system mission needs. The North American Industry Classification System code for these services is 236220 for commercial and institutional building construction with a size standard of $36.5 million. The issuing agency is the Department of the Army Corps of Engineers Omaha District.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Minot JA MIC1 PN QJVF153001 Minot AFB Helo JA_FINAL 05122020.pdf | ||
| HVAC Chiller Justification and Approval - Signed.pdf | ||
| Am_0006.pdf | ||
| Am_0005.pdf | ||
| Am_0004.pdf | ||
| Am_0003_Dwg.pdf | ||
| Am_0003.pdf | ||
| Am_0002.pdf | ||
| MIC1 - AM_0002.pdf | ||
| W9128F22R0048 Helo Ops Site Visit 5 May 2022.pdf | ||
| Am_0001_SPECS.pdf | ||
| W9128F22R0048_MINOT AFB HELO OPS_SPS Solicitation_Amendment 0001.pdf | ||
| MIC1 - VOL. 2_Part 3 of 3.pdf | ||
| MIC1 - VOL. 2_Part 1 of 3.pdf | ||
| Site Video 2.zip | ZIP file | |
| Site Photos.zip | ZIP file | |
| Site Videos 1.zip | ZIP file | |
| VOL1of2_W9128F22R0048_DRAWINGS_20220228.pdf | ||
| W9128F22R0048_SPECS.pdf |
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Text version
N N
BB BB
5 53
A
A
E E
NN
DD
HH HH
WW WW
47.5
47.5 56 57
K
K
AA AA
AE20934
AE211
AE211
AE200 5
AE201
AE208
6 AE20211 12
AE20314 15
AE20418
AE204 16
AE204 17
AE20625
AE212
AE20730
AE200
AE200
AE2003AE200 4
AE209
AE205
AE211
AE212
AE206 AE2072826
AE211 41
AE20522
AE208
AE202 10
AE2017
AE206 24
AE205
40*
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AE202
AE206
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11 11
11 11
1111 11
12 13
1010 12 10
11 11
13 13
10 10
62.5
62.523.5
B.8 B.8
AE201
AE411
C
TYP
AE411
C
TYP
AE411
C
TYP
AE411
C
TYP
AE411
C
TYP
AE411
B
TYP
AE411
B
AE411
C
TYP
AE411
C
TYPAE411
C
TYP
TYP
AE411
B
TYP
AE411
C
TYP
AE411
C
TYP
AE411
A
TYP
AE411
C
TYP
AE411
A
TYP
AE411
A
TYP
AE411
A
TYP
TYP
AE411
B
TYP
BO1
BO1
BO17
BO17
BON BON
BOBB BOBB
BO14BO4
BOY BOY
AE200 5 SI
M
AE213
AE213
11 11 1111 11 1111
AE20934SI
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AE213
AE411
C
TYP
AE411
C
TYP
AE411
C
TYP
AE411
C
TYP
AE20624SI
M
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AE206 24 SI
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M
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AE206 24 SI
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US Army Corps of Engineers ®
SHEET ID
U S
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M
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1- G
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-H
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F- A.
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VT
1/32" = 1'-0"AE110
1 COMPOSITE PRECAST PLAN - BASIC
1/32" = 1'-0"AE110
2 COMPOSITE PRECAST PLAN - BID OPTION
PLAN NORTH
64'16'0 32'
KEYPLAN - FIRST FLOOR
"A" "B" "C" "D" "E"
"F"
"G"
"H"
GENERAL NOTES:
1. THESE DRAWINGS ARE ONLY INTENDED TO SHOW GENERAL TYPES,
SIZE AND FINISH OF PRECAST CONCRETE PANELS IN THIS PROJECT.
SEE THE ARCHITECTURAL DRAWINGS FOR THE FULL SCOPE OF THE
PROJECT INCLUDING OPENING LOCATIONS, TYPES AND SIZES.
2. PRECAST WALL TYPES CAN BE FOUND ON SHEET AE410
3. DIRECTION OF ELEVATION INDICATES FINISHED FACE OF PANEL.
4. SEE AE410 FOR PRECAST PANEL FINISH AND PATTERN DETAILS.
5. GRID DIMENSIONS HAVE BEEN REMOVED FOR CLARITY. SEE A-100.
6. SEE THE ARCHITECTURAL DRAWINGS FOR ADDITIONAL DETAIL
REFERENCES.
7. SEE STRUCTURAL DRAWINGS FOR IMPOSED LOADS, FASTENING,
REINFORCEMENT, AND SPECIAL EMBED REQUIREMENTS.
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
FIRST FLOOR
100' - 0"
SECOND FLOOR
114' - 8"
TO FOOTING
96' - 0"
61 58
8"
PANEL WIDTH
10' - 0" 8"
1/2" 1'-0"
- 2
9'
9"
- 3
0'
2"
EDGE OF PERPENDICULAR
PANEL - SEE AE110 FOR
ELEVATION REFERENCE
EDGE OF PERPENDICULAR
PANEL - SEE AE110 FOR
ELEVATION REFERENCE
PR
EC
AS
T
FI
N
IS
H
AC
COORDINATE PANEL BEARING
WITH TOP OF STEMWALL - SEE
STRUCTURAL - TYP
1'
4"
FIRST FLOOR
100' - 0"
SECOND FLOOR
114' - 8"
TO FOOTING
96' - 0"
- 3
0'
2"
8"
PANEL WIDTH
10' - 0" 8"EDGE OF PERPENDICULAR
PANEL - SEE AE110 FOR
ELEVATION REFERENCE
EDGE OF PERPENDICULAR
PANEL - SEE AE110 FOR
ELEVATION REFERENCE
1/2" 1'-0"
PR
EC
AS
T
FI
N
IS
H
AC
1'
4"
COORDINATE PANEL BEARING
WITH TOP OF STEMWALL - SEE
STRUCTURAL - TYP
- 2
9'
9"
FIRST FLOOR
100' - 0"
SECOND FLOOR
114' - 8"
TO FOOTING
96' - 0"
LQ
PANEL WIDTH
9' - 4"
1'
4"
COORDINATE PANEL BEARING
WITH TOP OF STEMWALL - SEE
STRUCTURAL - TYP
PR
EC
AS
T
FI
N
IS
H
AC
FIRST FLOOR
100' - 0"
SECOND FLOOR
114' - 8"
TO FOOTING
96' - 0"
L Q
- 3
0'
2"
PANEL WIDTH
9' - 4"
2'
8" O
PE
N
IN
G
9'
8" 5'
8"
O
PE
N
IN
G 9'
0"
- 6
2' - 8"
OPENING
5' - 4" 1' - 4"
108' - 4"
123' - 0"
PR
EC
AS
T
FI
N
IS
H
AC
8'
4" 8"
8'
4" 1'
4"
COORDINATE PANEL BEARING
WITH TOP OF STEMWALL - SEE
STRUCTURAL - TYP
FIRST FLOOR
100' - 0"
TO FOOTING
96' - 0"
N BB
PANEL WIDTH
28' - 0"
PANEL WIDTH
28' - 0"
PANEL WIDTH
28' - 0"
3'
4" 8"
4'
0"
3 PANELS = 84' - 0"
PC
F1
AC
4'
0"
OR BON OR BOB
2'
8" 1'
4"
8"
FLUTED W/ AS-CAST FINISH
(BANDING AS INDICATED) - SEE DETAIL /A AE410
CAST-IN CMU LINER PANEL PATTERN
WITH SAND-BLASTED FINISH
THIN BRICK VENEER W/ CAST MORTAR JOINTS
SAND-BLASTED FINISH
AS-CAST / STEEL TROWEL - NO APPLIED FINISH
GENERAL NOTES:
1. ALL DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE.
COORDINATE FINAL OPENING SIZES WITH APPURTENANCES THAT ARE TO
BE INSTALLED IN OPENINGS, TYP.
2. THESE DRAWINGS ARE ONLY INTENDED TO SHOW GENERAL TYPES, SIZE
AND FINISH OF PRECAST CONCRETE PANELS IN THIS PROJECT. SEE THE
ARCHITECTURAL DRAWINGS FOR THE FULL SCOPE OF THE PROJECT
INCLUDING OPENING LOCATIONS, TYPES AND SIZES.
3. PRECAST WALL TYPES CAN BE FOUND ON SHEET AE410.
4. SEE AE410 FOR PRECAST PANEL FINISH AND PATTERN DETAILS.
5. SOME GRID DIMENSIONS HAVE BEEN REMOVED FOR CLARITY. SEE A-100.
6. WRAP FINISH TEXTURE AND/OR MATERIAL AT ALL PANEL ENDS, EDGES,
AND/OR OPENINGS WHENEVER SUCH CONDITION WILL BE EXPOSED TO
VIEW IN FINISHED FACILITY.
7. CONTRACTOR SHALL COORDINATE ALL OPENINGS REQUIRED FOR
MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION SYSTEMS.
KNOWN PENETRATIONS EXCEEDING 10"X10" HAVE BEEN SHOWN, BUT
CONTRACTOR SHALL COMPREHENSIVELY COORDINATE ALL REQUIREMENTS
AND PROVIDE ADDITIONAL BLOCKOUTS, CONDUITS/CHASES, AND OPENINGS
AS REQUIRED TO MEET INDIVIDUAL SYSTEM REQUIREMENTS.
8. SEE STRUCTURAL DRAWINGS FOR IMPOSED LOADS, FASTENING,
REINFORCEMENT, AND SPECIAL EMBED REQUIREMENTS.
PRECAST PANEL FINISH LEGEND
AC
SB
PCF2
PCF1
PCF3
FLUTED W/ SAND-BLASTED FINISH
(BANDING AS INDICATED) - SEE DETAIL /A AE410
PCF4
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
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IN
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D R
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AE200
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AS
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C O
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B, N O
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B.
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B.
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2/
W
F2
2R
M
IC
1- G
H
LN
-H
EL
O
_T R
F- A.
R
VT
1/8" = 1'-0"AE200
1 ELEVATOR SHAFT - PLAN NORTH
1/8" = 1'-0"AE200
2 ELEVATOR SHAFT - PLAN SOUTH
1/8" = 1'-0"AE200
3 ELEVATOR SHAFT - PLAN EAST
1/8" = 1'-0"AE200
4 ELEVATOR SHAFT - PLAN WEST
1/8" = 1'-0"AE200
5 GRID 5 (OR BO1)
8'0 4' 16'
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
COORDINATE PANEL BEARING
WITH TOP OF STEMWALL - SEE
STRUCTURAL - TYP
WRAP FINISHES AT
PANEL EDGE - TYP
COORDINATE CORNER
CONDITION @ CHANGE IN BRG
ELEVATION - TYP
SECOND FLOOR
114' - 8"
TO FOOTING
96' - 0"
NE
TO PRECAST/TO VLFD
124' - 0"
4'
0"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
PANEL WIDTH
11' - 8"
OPENING
6' - 4" 4' - 4"
EDGE OF PERPENDICULAR
PANEL - SEE AE110 FOR
ELEVATION REFERENCE
O
PE
N
IN
G S
3'
4"
5' - 4"
OPEN
3' - 4"2' - 0"
4 PANELS = 43' - 8"
110' - 0"
1' - 0"
PR
EC
AS
T
F I N
IS
H
PC
F1
AC
8"
WRAP FINISHES AT
PANEL EDGE - TYP
COORDINATE PANEL BEARING
WITH TOP OF STEMWALL - SEE
STRUCTURAL - TYP
FIRST FLOOR
100' - 0"
TO FOOTING
96' - 0"
N E
TO PRECAST/TO VLFD
124' - 0"
10"
4 PANELS @ 10'-6" EA = 41' - 6"
1' - 2"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 6"
PANEL WIDTH
10' - 6"
PANEL WIDTH
10' - 6"
- 2
0'
2'
8"
- 2
3'
6"
- 2
2'
7"
EDGE OF PERPENDICULAR
PANEL - SEE AE110 FOR
ELEVATION REFERENCE
EDGE OF PERPENDICULAR
PANEL - SEE AE110 FOR
ELEVATION REFERENCE
1/2" 1'-0"
SB
PC
F4
PR
EC
AS
T
FI
N
IS
H
SB
A
AE410
TYP
2'
0"
1'
4"
2'
8"
2'
0"
1'
4"
2' - 0" 2' - 0"
6' - 0"
114' - 8"
6' - 6"
2' - 0"
2' - 0"
114' - 8"
2'
0" 2'
0"
2'
0" 4'
8"
1" REVEAL - SEE
DTL ON AE410
D
AE411
TYP
FIRST FLOOR
100' - 0"
TO FOOTING
96' - 0"
9 PANELS = 199' - 8"
PANEL WIDTH
23' - 8"
PANEL WIDTH
22' - 0"
PANEL WIDTH
22' - 0"
PANEL WIDTH
22' - 0"
PANEL WIDTH
22' - 0"
PANEL WIDTH
22' - 0"
PANEL WIDTH
22' - 0"
PANEL WIDTH
22' - 0"
PANEL WIDTH
22' - 0"
3'
4" O
PE
N
3'
4"
6'
8"
14' - 0"
OPEN
3' - 4" 4' - 8"
3'
4" 3'
4"
4' - 8"
OPEN
3' - 4"14' - 0"
AC
PC
F1
WRAP FINISHES AT
PANEL EDGE - TYP
8" 2'
8"
3'
4" O
PE
N
3'
4"
COORDINATE
CORNER CONDITION
@ CHANGE IN BRG
ELEVATION - TYP
8" 2'
8"
3'
4" 3'
4"
6'
8"
FIRST FLOOR
100' - 0"
TO FOOTING
96' - 0"
3'
4" 3'
4"
6'
8"
4"
PANEL WIDTH
41' - 8" 4"
6' - 8"
OPEN
3' - 4" 31' - 8"
AC
PC
F1
8" 2'
8"
3'
4" O
PE
N
3'
4"
FLUTED W/ AS-CAST FINISH
(BANDING AS INDICATED) - SEE DETAIL /A AE410
CAST-IN CMU LINER PANEL PATTERN
WITH SAND-BLASTED FINISH
THIN BRICK VENEER W/ CAST MORTAR JOINTS
SAND-BLASTED FINISH
AS-CAST / STEEL TROWEL - NO APPLIED FINISH
GENERAL NOTES:
1. ALL DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE.
COORDINATE FINAL OPENING SIZES WITH APPURTENANCES THAT ARE TO
BE INSTALLED IN OPENINGS, TYP.
2. THESE DRAWINGS ARE ONLY INTENDED TO SHOW GENERAL TYPES, SIZE
AND FINISH OF PRECAST CONCRETE PANELS IN THIS PROJECT. SEE THE
ARCHITECTURAL DRAWINGS FOR THE FULL SCOPE OF THE PROJECT
INCLUDING OPENING LOCATIONS, TYPES AND SIZES.
3. PRECAST WALL TYPES CAN BE FOUND ON SHEET AE410.
4. SEE AE410 FOR PRECAST PANEL FINISH AND PATTERN DETAILS.
5. SOME GRID DIMENSIONS HAVE BEEN REMOVED FOR CLARITY. SEE A-100.
6. WRAP FINISH TEXTURE AND/OR MATERIAL AT ALL PANEL ENDS, EDGES,
AND/OR OPENINGS WHENEVER SUCH CONDITION WILL BE EXPOSED TO
VIEW IN FINISHED FACILITY.
7. CONTRACTOR SHALL COORDINATE ALL OPENINGS REQUIRED FOR
MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION SYSTEMS.
KNOWN PENETRATIONS EXCEEDING 10"X10" HAVE BEEN SHOWN, BUT
CONTRACTOR SHALL COMPREHENSIVELY COORDINATE ALL REQUIREMENTS
AND PROVIDE ADDITIONAL BLOCKOUTS, CONDUITS/CHASES, AND OPENINGS
AS REQUIRED TO MEET INDIVIDUAL SYSTEM REQUIREMENTS.
8. SEE STRUCTURAL DRAWINGS FOR IMPOSED LOADS, FASTENING,
REINFORCEMENT, AND SPECIAL EMBED REQUIREMENTS.
PRECAST PANEL FINISH LEGEND
AC
SB
PCF2
PCF1
PCF3
FLUTED W/ SAND-BLASTED FINISH
(BANDING AS INDICATED) - SEE DETAIL /A AE410
PCF4
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
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D R
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C O
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N N
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BE
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1 2 3 4 5
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AE201
PR
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AS
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C O
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PA
N
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B, N O
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B.
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B.
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2/
W
F2
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M
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1- G
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LN
-H
EL
O
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F- A.
R
VT
1/8" = 1'-0"AE201
6 GRID 17 - BETWEEN E & N
1/8" = 1'-0"AE201
7 GRID 27 - BETWEEN E & N
1/8" = 1'-0"AE201
9 GRID N - AREA "A"
8'0 4' 16'
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
1/8" = 1'-0"AE201
8 GRID N - AREA "B"
TO FOOTING
96' - 0"
E
5"
3'
4" 8"
B.8
10' - 11"
4'
0"
11' - 4"
EDGE OF PERPENDICULAR
PANEL - SEE AE110 FOR
ELEVATION REFERENCE
AC
PC
F1
WRAP FINISHES AT
PANEL EDGE - TYP
2'
8" 1'
4" COORDINATE PANEL
BEARING WITH TOP OF
STEMWALL - SEE
STRUCTURAL - TYP
FIRST FLOOR
100' - 0"
SECOND FLOOR
114' - 8"
TO FOOTING
96' - 0"
N E
TO PRECAST/TO VLFD
124' - 0"
PANEL WIDTH
20' - 6"
PANEL WIDTH
10' - 6"
PANEL WIDTH
10' - 6"
10" 41' - 6"
6'
0" 8'
0"
2'
O
PE
N
IN
G 8'
6"
2' - 0"
OPENING
6' - 4" 2' - 2"
1' - 2"
EDGE OF PERPENDICULAR
PANEL - SEE AE110 FOR
ELEVATION REFERENCE
EDGE OF PERPENDICULAR
PANEL - SEE AE110 FOR
ELEVATION REFERENCE
107' - 2"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 6"
118' - 0"
BE
AM
H
EI
G H
T 6'
0"
8'
0"
A
AE410
TYP
OPENING TO
EQUIPMENT PLATFORM
AC
PC
F3
PR
EC
AS
T
FI
N
IS
H
AC
1'
4" 7'
2" 1'
4"
2'
0" 4'
8"
1" REVEAL - SEE
DTL ON AE410
COORDINATE PANEL BEARING
WITH TOP OF STEMWALL -
SEE STRUCTURAL - TYP
PRECAST
BEAM
FIRST FLOOR
100' - 0"
SECOND FLOOR
114' - 8"
TO FOOTING
96' - 0"
NA
TO HNGR PRECAST
138' - 0"
4'
0"
PANEL WIDTH
12' - 0"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 0"
0"
O
PE
N
IN
G 7'
3'
4"
6' - 4" 2' - 0" 2' - 4"
1'
4" 2'
8"
AE
3'
4" O
PE
N
IN
G
7'
0"
12' - 0"
OPEN
3' - 4" 7' - 4" 7' - 4"
OPEN
3' - 4"
107' - 2"
100' - 0"
TRANSITION FINISH AT
LOCATION OF PERPENDICULAR
WALL - SEE PLANS
SECTION THRU
PERPENDICULAR
PANEL - SEE AE110
FOR ELEVATION
REFERENCE
TERMINATE
REVEALS AT
INSIDE CORNER
A
AE410
TYP
7' - 4" 4' - 8" 3' - 4" 7' - 4"
9'
4"
2'
0"
4'
8"
PCF2
PC
F2
4'
0"
PR
EC
AS
T
FI
N
IS
H
AC
PC
F3
AC
6 PANELS = 64' - 8"
WRAP FINISHES AT
PANEL EDGE - TYP
8" 7'
2"
1" REVEAL - SEE
DTL ON AE410
1" REVEAL - SEE
DTL ON AE410
PROVIDE REMOVEABLE 3-
HR JOINT ASSEMBLY FOR
CABLE PASS-THROUGH
FIRST FLOOR
100' - 0"
TO FOOTING
96' - 0"
N E
TO PRECAST/TO VLFD
124' - 0"
- 2
2' -1
0" 2'
8"
1/2" 1'-0"
8"
OPEN
3' - 4" 6' - 0"
OPEN
3' - 4" 7' - 2" 3' - 4" 7' - 2"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 6"
PANEL WIDTH
10' - 6"
PANEL WIDTH
10' - 6"
4 PANELS = 41' - 6"
7'
2" 1'
4" 1'
4"
7'
2" 7'
6"
2'
0" 2'
8"
107' - 2"
SECTION THRU
PERPENDICULAR
PANEL - SEE AE110 FOR
ELEVATION REFERENCE
A
AE410
TYP
- 2
3'
6"
SECTION THRU
PERPENDICULAR
PANEL - SEE AE110 FOR
ELEVATION REFERENCE
O
PE
N
IN
G 8'
6"
6' - 6" 2' - 0"
2' - 0"
2'
0" 4'
8"
AC
PC
F3
PR
EC
AS
T
FI
N
IS
H
AC
2'
8"
- 2 0'
1'
4"
- 2 1'
3"
2'
0" 2'
0"
1" REVEAL - SEE
DTL ON AE410114' - 0" 114' - 0"
PRECAST
CRANE
CORBEL
PRECAST
CRANE CORBEL
AE411
E
TYP
2' - 0" 8' - 6"
2'
0"
116' - 8"
D
AE411
TYP
FLUTED W/ AS-CAST FINISH
(BANDING AS INDICATED) - SEE DETAIL /A AE410
CAST-IN CMU LINER PANEL PATTERN
WITH SAND-BLASTED FINISH
THIN BRICK VENEER W/ CAST MORTAR JOINTS
SAND-BLASTED FINISH
AS-CAST / STEEL TROWEL - NO APPLIED FINISH
GENERAL NOTES:
1. ALL DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE.
COORDINATE FINAL OPENING SIZES WITH APPURTENANCES THAT ARE TO
BE INSTALLED IN OPENINGS, TYP.
2. THESE DRAWINGS ARE ONLY INTENDED TO SHOW GENERAL TYPES, SIZE
AND FINISH OF PRECAST CONCRETE PANELS IN THIS PROJECT. SEE THE
ARCHITECTURAL DRAWINGS FOR THE FULL SCOPE OF THE PROJECT
INCLUDING OPENING LOCATIONS, TYPES AND SIZES.
3. PRECAST WALL TYPES CAN BE FOUND ON SHEET AE410.
4. SEE AE410 FOR PRECAST PANEL FINISH AND PATTERN DETAILS.
5. SOME GRID DIMENSIONS HAVE BEEN REMOVED FOR CLARITY. SEE A-100.
6. WRAP FINISH TEXTURE AND/OR MATERIAL AT ALL PANEL ENDS, EDGES,
AND/OR OPENINGS WHENEVER SUCH CONDITION WILL BE EXPOSED TO
VIEW IN FINISHED FACILITY.
7. CONTRACTOR SHALL COORDINATE ALL OPENINGS REQUIRED FOR
MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION SYSTEMS.
KNOWN PENETRATIONS EXCEEDING 10"X10" HAVE BEEN SHOWN, BUT
CONTRACTOR SHALL COMPREHENSIVELY COORDINATE ALL REQUIREMENTS
AND PROVIDE ADDITIONAL BLOCKOUTS, CONDUITS/CHASES, AND OPENINGS
AS REQUIRED TO MEET INDIVIDUAL SYSTEM REQUIREMENTS.
8. SEE STRUCTURAL DRAWINGS FOR IMPOSED LOADS, FASTENING,
REINFORCEMENT, AND SPECIAL EMBED REQUIREMENTS.
PRECAST PANEL FINISH LEGEND
AC
SB
PCF2
PCF1
PCF3
FLUTED W/ SAND-BLASTED FINISH
(BANDING AS INDICATED) - SEE DETAIL /A AE410
PCF4
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
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
AE202
PR
EC
AS
T
C O
N C
R
ET
E
PA
N
EL
E
LE
VA
TI
O N
S
M
IN
O T
AF
B, N O
R
TH
D
AK
O
TA
C O
N
SO
LI
D
AT
ED
H
EL
O /T
R F/
O
PS
A M
U
A
LE
R T
FA
C
IL
IT
Y
PN
Q
JV
F1
1(
5)
(F Y1
9) O
M
AH
A D
IS
TR
IC
T
C
AP
IT
O
L
AV
E O
M
AH
A, N
E
A.
T
EM
EY
ER
A.
T
EM
EY
ER
B.
G
O R
U P
B.
G
O R
U P
/2
2/
W
F2
2R
M
IC
1- G
H
LN
-H
EL
O
_T R
F- A.
R
VT
1/8" = 1'-0"AE202
10 GRID 35 - BETWEEN GRID B.8 & E
1/8" = 1'-0"AE202
11 GRID 36 - BETWEEN E & N
1/8" = 1'-0"AE202
12 GRID 43 - BETWEEN A & N
8'0 4' 16'
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
1/8" = 1'-0"AE202
13 GRID 23.5 - BETWEEN E & N
SECOND FLOOR
114' - 8"
TO FOOTING
96' - 0"
BB A
TO HNGR PRECAST
138' - 0"
0"
O
PE
N
IN
G 8'
6"
2'
8"
2' - 4" 2' - 0" 6' - 4"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
PANEL WIDTH
12' - 0"
14 PANELS = 144' - 8"
3'
4" O
PE
N
IN
G
7'
0"
1' - 10"
OPENING
6' - 4" 1' - 10"
OPEN
3' - 4" 7' - 4"
3'
4" O
PE
N
IN
G
7'
0"
7' - 4"
OPEN
3' - 4"
2'
8" 1'
4"
11' - 4" 8"
9 PANELS @ 10'-0" EA = 90' - 0" 4 PANELS @ 10'-8" EA = 42' - 8"
107' - 2" 107' - 2" 107' - 2"
SECTION THRU PERPENDICULAR
PANEL - SEE AE110 FOR
ELEVATION REFERENCE
SECTION THRU
PERPENDICULAR
PANEL - SEE AE110 FOR
ELEVATION REFERENCE
2' - 0"
TRANSITION FINISH AT
LOCATION OF
PERPENDICULAR WALL -
SEE PLANS
4'
0"
8"
TRANSITION FINISH AT
LOCATION OF
PERPENDICULAR WALL -
SEE PLANS
PCF2
PC
F2
PCF2
PR
EC
AS
T
FI
N
IS
H
AC
100' - 0"
1'
4" 7'
2"
8"
PC
F2
PROVIDE REMOVEABLE 3-
HR JOINT ASSEMBLY FOR
CABLE PASS-THROUGH
FIRST FLOOR
100' - 0"
SECOND FLOOR
114' - 8"
K W
8 PANELS= 81' - 0"
PNL WIDTH
5' - 8"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
PANEL WIDTH
11' - 0"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
- 3
3'
4"
O
PE
N
IN
G 8'
6"
6'
O
PE
N
IN
G 7'
- 1 0'
2"
1' - 0"
OPEN
3' - 4" 1' - 4"
OPENING
6' - 4" 4' - 4" 7' - 4"
OPEN
3' - 4"
7' - 4"
OPEN
3' - 4"
1' - 4"
OPENING
5' - 4" 4' - 4" 3' - 4"
1' - 4" 1' - 4" 5' - 4" 4' - 0"
- 8
O
PE
N
IN
G
9'
6" 5'
2"
O
PE
N
IN
G
OPEN
5' - 4" 5' - 4"
1'
4" 7'
2"
6'
O
PE
N
IN
G 9'
6"
8'
6"
- 1
7'
4"
1'
4"
107' - 2" 108' - 10"
- 1
0'
2" O
PE
N
IN
G
7'
121' - 10" 123' - 6" 123' - 6"
121' - 10"
WRAP REVEALS AT PANEL
OPENING EDGES - TYP
WRAP REVEALS AT
PANEL EDGE - TYP
WRAP REVEALS AT
PANEL OPENING
EDGES - TYP
WRAP REVEALS AT
PANEL EDGE - TYP
A
AE410
TYP
2'
0" 6'
4"
8'
4" 6'
4"
- 1
0'
4"
2'
0"
2' - 8" 2' - 0" 2' - 0"
1' - 10" 2' - 6"
7'
2" 6'
7'
2"
1'
4" 8"
4' - 4" 2' - 0" 4' - 4"
128' - 8"
130' - 4"
1'
8" O
PE
N
3'
8"
2'
0"
128' - 8"
SB
PC
F4
SB
PC
F4
PR
EC
AS
T
FI
N
IS
H
SB
3' - 0"2' - 0" 5' - 8" 6' - 4" 2' - 0" 2' - 4"
8"
128' - 8"
2' - 0" 4' - 0" 6' - 8"
112' - 0"
OPEN
3' - 4" 7' - 4"
D
AE411
TYP
O
PE
N
IN
G 7'
O
PE
N
IN
G
8'
6"
O
PE
N
IN
G 8'
6"
112' - 0"
2' - 0"
2' - 0"
2' - 0"
FLUTED W/ AS-CAST FINISH
(BANDING AS INDICATED) - SEE DETAIL /A AE410
CAST-IN CMU LINER PANEL PATTERN
WITH SAND-BLASTED FINISH
THIN BRICK VENEER W/ CAST MORTAR JOINTS
SAND-BLASTED FINISH
AS-CAST / STEEL TROWEL - NO APPLIED FINISH
GENERAL NOTES:
1. ALL DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE.
COORDINATE FINAL OPENING SIZES WITH APPURTENANCES THAT ARE TO
BE INSTALLED IN OPENINGS, TYP.
2. THESE DRAWINGS ARE ONLY INTENDED TO SHOW GENERAL TYPES, SIZE
AND FINISH OF PRECAST CONCRETE PANELS IN THIS PROJECT. SEE THE
ARCHITECTURAL DRAWINGS FOR THE FULL SCOPE OF THE PROJECT
INCLUDING OPENING LOCATIONS, TYPES AND SIZES.
3. PRECAST WALL TYPES CAN BE FOUND ON SHEET AE410.
4. SEE AE410 FOR PRECAST PANEL FINISH AND PATTERN DETAILS.
5. SOME GRID DIMENSIONS HAVE BEEN REMOVED FOR CLARITY. SEE A-100.
6. WRAP FINISH TEXTURE AND/OR MATERIAL AT ALL PANEL ENDS, EDGES,
AND/OR OPENINGS WHENEVER SUCH CONDITION WILL BE EXPOSED TO
VIEW IN FINISHED FACILITY.
7. CONTRACTOR SHALL COORDINATE ALL OPENINGS REQUIRED FOR
MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION SYSTEMS.
KNOWN PENETRATIONS EXCEEDING 10"X10" HAVE BEEN SHOWN, BUT
CONTRACTOR SHALL COMPREHENSIVELY COORDINATE ALL REQUIREMENTS
AND PROVIDE ADDITIONAL BLOCKOUTS, CONDUITS/CHASES, AND OPENINGS
AS REQUIRED TO MEET INDIVIDUAL SYSTEM REQUIREMENTS.
8. SEE STRUCTURAL DRAWINGS FOR IMPOSED LOADS, FASTENING,
REINFORCEMENT, AND SPECIAL EMBED REQUIREMENTS.
PRECAST PANEL FINISH LEGEND
AC
SB
PCF2
PCF1
PCF3
FLUTED W/ SAND-BLASTED FINISH
(BANDING AS INDICATED) - SEE DETAIL /A AE410
PCF4
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
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
AE203
PR
EC
AS
T
C O
N C
R
ET
E
PA
N
EL
E
LE
VA
TI
O N
S
M
IN
O T
AF
B, N O
R
TH
D
AK
O
TA
C O
N
SO
LI
D
AT
ED
H
EL
O /T
R F/
O
PS
A M
U
A
LE
R T
FA
C
IL
IT
Y
PN
Q
JV
F1
1(
5)
(F Y1
9) O
M
AH
A D
IS
TR
IC
T
C
AP
IT
O
L
AV
E O
M
AH
A, N
E
A.
T
EM
EY
ER
A.
T
EM
EY
ER
B.
G
O R
U P
B.
G
O R
U P
/2
2/
W
F2
2R
M
IC
1- G
H
LN
-H
EL
O
_T R
F- A.
R
VT
1/8" = 1'-0"AE203
14 GRID 44 - BETWEEN A & BB
1/8" = 1'-0"AE203
15 GRID 47.5 - BETWEEN K & W
8'0 4' 16'
M
AR
K D
ES
C
R
IP
TI
O
N D
SECOND FLOOR
114' - 8"
TO FOOTING
96' - 0"
HH
TO HNGR PRECAST
138' - 0"
W
PANEL WIDTH
17' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
9' - 2"
8 PANELS = 86' - 2" 10"
6'
8" O
PE
N
IN
G
7'
4"
3'
4" O
PE
N
IN
G
5' - 4" 4' - 8" 4' - 8" 5' - 4"
OPENING
6' - 4" 3' - 8" 3' - 8"
OPENING
6' - 4"
110' - 0"
EDGE OF PERPENDICULAR
PANEL - SEE AE110 FOR
ELEVATION REFERENCE
SECTION THRU PERP
PANEL - SEE AE110 FOR
ELEVATION REFERENCE
PR
EC
AS
T
FI
N
IS
H
AC
OPENING
9' - 4"
8"
COORDINATE PANEL BEARING
WITH TOP OF STEMWALL - SEE
STRUCTURAL - TYP
PRECAST
BEAM
FIRST FLOOR
100' - 0"
FIRST FLOOR
100' - 0"
TO FOOTING
96' - 0"
TO FOOTING
96' - 0"
HH WWTTLL
3' - 4"
OPEN
3' - 4" 5' - 0"
10" 4"
PANEL WIDTH
11' - 8"
5' - 0"
OPEN
3' - 4" 4' - 8"
PANEL WIDTH
13' - 0"
4'
0"
8" 3'
4"
4'
0"
8" 3'
4"
EDGE OF PERPENDICULAR
PANEL - SEE AE110 FOR
ELEVATION REFERENCE
1'
4" 2'
8"
1'
4" 2'
8"
PC
F1
AC
PC
F1
AC
COORDINATE PANEL BEARING
WITH TOP OF STEMWALL - SEE
STRUCTURAL - TYP
COORDINATE PANEL BEARING
WITH TOP OF STEMWALL - SEE
STRUCTURAL - TYP
FIRST FLOOR
100' - 0"
SECOND FLOOR
114' - 8"
TO FOOTING
96' - 0"
AK
TO HNGR PRECAST
138' - 0"
PANEL WIDTH
12' - 4"
PANEL WIDTH
12' - 4"
PANEL WIDTH
12' - 4"
6'
8" O
PE
N
IN
G
7'
4" 7'
4"
O
PE
N
IN
G 7'
4"
3' - 0"
OPENING
6' - 4" 3' - 0" 3' - 0"
OPENING
6' - 4" 3' - 0"
110' - 0"
124' - 8"
3' - 0"
OPENING
6' - 4" 3' - 0" 3' - 0"
OPENING
6' - 4" 3' - 0"
SECTION THRU
PERPENDICULAR
PANEL - SEE AE110 FOR
ELEVATION REFERENCE
PR
EC
AS
T
FI
N
IS
H
AC
O
PE
N
IN
G 7'
4"
2'
8" 4'
8"
O
PE
N
IN
G 7'
4"
2'
8" 4'
0"
PANEL WIDTH
7' - 0"
2'
8"
127' - 8"
4 PANELS = 44' - 0"
PRECAST
BEAM
FLUTED W/ AS-CAST FINISH
(BANDING AS INDICATED) - SEE DETAIL /A AE410
CAST-IN CMU LINER PANEL PATTERN
WITH SAND-BLASTED FINISH
THIN BRICK VENEER W/ CAST MORTAR JOINTS
SAND-BLASTED FINISH
AS-CAST / STEEL TROWEL - NO APPLIED FINISH
GENERAL NOTES:
1. ALL DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE.
COORDINATE FINAL OPENING SIZES WITH APPURTENANCES THAT ARE TO
BE INSTALLED IN OPENINGS, TYP.
2. THESE DRAWINGS ARE ONLY INTENDED TO SHOW GENERAL TYPES, SIZE
AND FINISH OF PRECAST CONCRETE PANELS IN THIS PROJECT. SEE THE
ARCHITECTURAL DRAWINGS FOR THE FULL SCOPE OF THE PROJECT
INCLUDING OPENING LOCATIONS, TYPES AND SIZES.
3. PRECAST WALL TYPES CAN BE FOUND ON SHEET AE410.
4. SEE AE410 FOR PRECAST PANEL FINISH AND PATTERN DETAILS.
5. SOME GRID DIMENSIONS HAVE BEEN REMOVED FOR CLARITY. SEE A-100.
6. WRAP FINISH TEXTURE AND/OR MATERIAL AT ALL PANEL ENDS, EDGES,
AND/OR OPENINGS WHENEVER SUCH CONDITION WILL BE EXPOSED TO
VIEW IN FINISHED FACILITY.
7. CONTRACTOR SHALL COORDINATE ALL OPENINGS REQUIRED FOR
MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION SYSTEMS.
KNOWN PENETRATIONS EXCEEDING 10"X10" HAVE BEEN SHOWN, BUT
CONTRACTOR SHALL COMPREHENSIVELY COORDINATE ALL REQUIREMENTS
AND PROVIDE ADDITIONAL BLOCKOUTS, CONDUITS/CHASES, AND OPENINGS
AS REQUIRED TO MEET INDIVIDUAL SYSTEM REQUIREMENTS.
8. SEE STRUCTURAL DRAWINGS FOR IMPOSED LOADS, FASTENING,
REINFORCEMENT, AND SPECIAL EMBED REQUIREMENTS.
PRECAST PANEL FINISH LEGEND
AC
SB
PCF2
PCF1
PCF3
FLUTED W/ SAND-BLASTED FINISH
(BANDING AS INDICATED) - SEE DETAIL /A AE410
PCF4
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
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
AE204
PR
EC
AS
T
C O
N C
R
ET
E
PA
N
EL
E
LE
VA
TI
O N
S
M
IN
O T
AF
B, N O
R
TH
D
AK
O
TA
C O
N
SO
LI
D
AT
ED
H
EL
O /T
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O
PS
A M
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A
LE
R T
FA
C
IL
IT
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PN
Q
JV
F1
1(
5)
(F Y1
9) O
M
AH
A D
IS
TR
IC
T
C
AP
IT
O
L
AV
E O
M
AH
A, N
E
A.
T
EM
EY
ER
A.
T
EM
EY
ER
B.
G
O R
U P
B.
G
O R
U P
/2
2/
W
F2
2R
M
IC
1- G
H
LN
-H
EL
O
_T R
F- A.
R
VT
1/8" = 1'-0"AE204
16 GRID 50 - BETWEEN W & HH
1/8" = 1'-0"AE204
17 GRID 50 - BETWEEN HH & WW
1/8" = 1'-0"AE204
18 GRID 53 - BETWEEN A & K
8'0 4' 16'
M
AR
K D
ES
C
R
IP
TI
O
N D
SECOND FLOOR
114' - 8"
TO FOOTING
96' - 0"
TO ADMIN PARAPET
130' - 0"
KW
- 3
1'
0"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
PANEL WIDTH
11' - 0"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
PNL WIDTH
6' - 0"
4' - 0"
OPENING
5' - 4" 1' - 4" 2' - 6" 1' - 10"
OPENING
5' - 4" 1' - 4"
AE
AE
- 6
O
PE
N
IN
G
9'
6"
123' - 6"
108' - 10"
4' - 0"
OPENING
5' - 4" 1' - 4"
8 PANELS = 81' - 0"
WRAP REVEALS AT
PANEL OPENING
EDGES - TYP
WRAP REVEALS AT PANEL
EDGE - WRAP REVEAL ON
OPPOSITE SIDE FOR 8"
ON OPPOSING FACE
8" REVEAL WIDTH
ON OPPOSING FACE
8" REVEAL WIDTH
A
AE410
TYP
2'
0"
112' - 0"
SB
PC
F4
SB
PC
F4
PR
EC
AS
T
FI
N
IS
H
SB
2'
0" 6'
4"
8'
4" 6'
4"
- 8
O
PE
N
IN
G
5'
2"
O
PE
N
IN
G 9'
6"
- 6
2' - 0" 8' - 8"
2'
0"
2' - 0" 8' - 8" 8' - 8" 2' - 0" 8' - 8" 2' - 0"
8' - 8" 2' - 0"
2'
0" 2'
4"
2'
8"
"8"
1'
4"
112' - 0"
D
AE411
TYP
127' - 4"
FIRST FLOOR
100' - 0"
SECOND FLOOR
114' - 8"
TO FOOTING
96' - 0"
TO ADMIN PARAPET
130' - 0"
HH W
O
PE
N
IN
G 8'
6"
6'
- 1
PANEL WIDTH
10' - 6"
PANEL WIDTH
10' - 0"
PANEL WIDTH
8' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 0"
PNL WIDTH
6' - 0"
PANEL WIDTH
11' - 8"
O
PE
N
IN
G 8'
6"
2'
2'
0"
6' - 0" 4' - 0"
AE
AE
OPEN
4' - 8" 5' - 4"
OPEN
3' - 4" 6' - 8" 3' - 8"
OPENING
6' - 4"
O
PE
N
IN
G 8'
6"
- 2
2'
6"
- 1
O
PE
N
IN
G
- 3
1'
0"
107' - 2"
128' - 0"128' - 0"
WRAP REVEALS AT
PANEL OPENING
EDGES - TYP
WRAP REVEALS
AT PANEL
EDGE - TYP
SECTION THRU
PERPENDICULAR
PANEL - SEE AE110 FOR
ELEVATION REFERENCE
A
AE410
TYP
PR
E C
AS
T
F I N
IS
H
AC
SB
PC
F4
SB
FU
LL
-H
EI
G H
T
SB
P
AN
EL
S W
/ 2 -S
TO
R
Y
PA
TT
ER
N
SB
- 8
6'
4"
8'
4" 6'
4"
2'
0"
1'
4"
2'
0"
2'
0" 6'
4"
112' - 0"
2' - 8"2' - 0" 5' - 4" 2' - 0" 6' - 0"
107' - 2"
3' - 8" 2' - 0" 4' - 4" 2' - 0" 8' - 0"
127' - 4"
SB
PC
F4
SB
PC
F4
8'
0"
1'
4"
2'
0"
2'
0" 2'
4"
9' - 8" 2' - 0"
9' - 8" 2' - 0"
112' - 0"
9 PANELS = 86' - 2"
PRECAST
BEAM
D
AE411
TYP
FIRST FLOOR
100' - 0"
SECOND FLOOR
114' - 8"
TO FOOTING
96' - 0"
TO ADMIN PARAPET
130' - 0"
AAEE
PANEL WIDTH
9' - 8"
PANEL WIDTH
9' - 8"
2 PANELS @ 9'-8" EA = 19' - 4"
SB
FI
N
IS
H
PC
F4
SB
PC
F4
SB
- 2
9'
4"
TERMINATE REVEALS
AT INSIDE CORNER
SECTION THRU
PERPENDICULAR
PANEL - SEE AE110 FOR
ELEVATION REFERENCE
A
AE410
TYP
2'
0" 6'
4"
8'
4" 6'
4"
6'
4"
1'
4"
FIRST FLOOR
100' - 0"
SECOND FLOOR
114' - 8"
TO FOOTING
96' - 0"
TO ADMIN PARAPET
130' - 0"
64 62
1' - 2"
PANEL WIDTH
11' - 10" 8"
- 2
9'
4"
SECTION THRU
PERPENDICULAR WALL -
SEE AE110 FOR
ELEVATION REFERENCE SECTION THRU
PERPENDICULAR
PANEL - SEE AE110 FOR
ELEVATION REFERENCE
A
AE410
TYP
1/2" 1'-0"
2'
0" 6'
4"
8'
4" 6'
4"
6'
4"
SB
FI
N
SH
PC
F4
SB
PC
F4
SB
1'
4"
- 2
8'
COORDINATE PANEL BEARING
WITH TOP OF STEMWALL - SEE
STRUCTURAL - TYP
FIRST FLOOR
100' - 0"
SECOND FLOOR
114' - 8"
2'
0" 6'
4"
7'
0"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
4' - 0"
OPENING
6' - 8"
O
PE
N
IN
G 9'
4"
6'
0"
8" 3 PANELS @ 10'-8" EA = 32' - 8" 0"
WRAP REVEALS AT
PANEL OPENING EDGES
SECTION THRU
PERPENDICULAR
PANEL - SEE AE110 FOR
ELEVATION REFERENCE
EDGE OF PERPENDICULAR
PANEL - SEE AE110 FOR
ELEVATION REFERENCE
A
AE410
TYP
SB
FI
N
SI
H
PC
F4
SB 108' - 0"
1'
4"
FLUTED W/ AS-CAST FINISH
(BANDING AS INDICATED) - SEE DETAIL /A AE410
CAST-IN CMU LINER PANEL PATTERN
WITH SAND-BLASTED FINISH
THIN BRICK VENEER W/ CAST MORTAR JOINTS
SAND-BLASTED FINISH
AS-CAST / STEEL TROWEL - NO APPLIED FINISH
GENERAL NOTES:
1. ALL DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE.
COORDINATE FINAL OPENING SIZES WITH APPURTENANCES THAT ARE TO
BE INSTALLED IN OPENINGS, TYP.
2. THESE DRAWINGS ARE ONLY INTENDED TO SHOW GENERAL TYPES, SIZE
AND FINISH OF PRECAST CONCRETE PANELS IN THIS PROJECT. SEE THE
ARCHITECTURAL DRAWINGS FOR THE FULL SCOPE OF THE PROJECT
INCLUDING OPENING LOCATIONS, TYPES AND SIZES.
3. PRECAST WALL TYPES CAN BE FOUND ON SHEET AE410.
4. SEE AE410 FOR PRECAST PANEL FINISH AND PATTERN DETAILS.
5. SOME GRID DIMENSIONS HAVE BEEN REMOVED FOR CLARITY. SEE A-100.
6. WRAP FINISH TEXTURE AND/OR MATERIAL AT ALL PANEL ENDS, EDGES,
AND/OR OPENINGS WHENEVER SUCH CONDITION WILL BE EXPOSED TO
VIEW IN FINISHED FACILITY.
7. CONTRACTOR SHALL COORDINATE ALL OPENINGS REQUIRED FOR
MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION SYSTEMS.
KNOWN PENETRATIONS EXCEEDING 10"X10" HAVE BEEN SHOWN, BUT
CONTRACTOR SHALL COMPREHENSIVELY COORDINATE ALL REQUIREMENTS
AND PROVIDE ADDITIONAL BLOCKOUTS, CONDUITS/CHASES, AND OPENINGS
AS REQUIRED TO MEET INDIVIDUAL SYSTEM REQUIREMENTS.
8. SEE STRUCTURAL DRAWINGS FOR IMPOSED LOADS, FASTENING,
REINFORCEMENT, AND SPECIAL EMBED REQUIREMENTS.
PRECAST PANEL FINISH LEGEND
AC
SB
PCF2
PCF1
PCF3
FLUTED W/ SAND-BLASTED FINISH
(BANDING AS INDICATED) - SEE DETAIL /A AE410
PCF4
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
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
AE205
PR
EC
AS
T
C O
N C
R
ET
E
PA
N
EL
E
LE
VA
TI
O N
S
M
IN
O T
AF
B, N O
R
TH
D
AK
O
TA
C O
N
SO
LI
D
AT
ED
H
EL
O /T
R F/
O
PS
A M
U
A
LE
R T
FA
C
IL
IT
Y
PN
Q
JV
F1
1(
5)
(F Y1
9) O
M
AH
A D
IS
TR
IC
T
C
AP
IT
O
L
AV
E O
M
AH
A, N
E
A.
T
EM
EY
ER
A.
T
EM
EY
ER
B.
G
O R
U P
B.
G
O R
U P
/2
2/
W
F2
2R
M
IC
1- G
H
LN
-H
EL
O
_T R
F- A.
R
VT
1/8" = 1'-0"AE205
20 GRID 56 - BETWEEN K & W
1/8" = 1'-0"AE205
19 GRID 56 - BETWEEN W & HH
1/8" = 1'-0"AE205
22 GRID 62 - BETWEEN AA & EE
1/8" = 1'-0"AE205
21 GRID EE - BETWEEN 62 & 64
1/8" = 1'-0"AE205
23 GRID AA - BETWEEN 57 & 62
8'0 4' 16'
M
AR
K D
ES
C
R
IP
TI
O
N D
SECOND FLOOR
114' - 8"
TO FOOTING
96' - 0"
NN DD
TO PRECAST/TO VLFD
124' - 0"
4'
0"
PANEL WIDTH
10' - 4"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
12' - 2"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
4 PANELS = 40' - 4" 4" 5 PANELS = 54' - 10"
3' - 4" 1' - 4"
1' - 4" 1' - 4" 3' - 4"
3'
8" 1'
8"
7' - 2" 3' - 6"
AE
SECTION THRU
PERPENDICULAR
PANEL - SEE AE110 FOR
ELEVATION REFERENCE
PERPENDICULAR PANEL
BEYOND - SEE AE110 FOR
ELEVATION REFERENCE
SECTION THRU PERPENDICULAR PANEL -
SEE AE110 FOR ELEVATION REFERENCE
PR
EC
AS
T
FI
N
IS
H
AC 25
2'
8"
130' - 4"
1'
4" 3'
8"
4' - 4"
OPENING
6' - 4"
O
PE
N
IN
G 8'
6"
0"
PC
F2
PR
EC
AS
T
FI
N
IS
H
AC 107' - 2"
2'
8"
FINISH
AC PCF2
1'
4"
FIRST FLOOR
100' - 0"
TO FOOTING
96' - 0"
NNWW
4' - 8"
OPEN
3' - 4" 14' - 0"
SECTION THRU PERPENDICULAR PANEL -
SEE AE110 FOR ELEVATION REFERENCE
4'
0"
3'
4" 8"
PC
F1
AC
PANEL WIDTH
22' - 0"
PANEL WIDTH
22' - 0"
PANEL WIDTH
22' - 0"
PANEL WIDTH
22' - 0"
PANEL WIDTH
22' - 0"
PANEL WIDTH
22' - 0"
PANEL WIDTH
26' - 4"
7 PANELS = 158' - 4"
7' - 4"
OPEN
3' - 4" 15' - 8"
2'
8" 1'
4" 6'
8"
3'
4" 3'
4"
PC
F1
AC
SEE STRUCTURAL
CONCRETE STEM WALL
COORDINATE PANEL BEARING
WITH TOP OF STEMWALL - SEE
STRUCTURAL - TYP
FIRST FLOOR
100' - 0"
TO FOOTING
96' - 0"
BBY
8" 3'
4"
4'
0"
WIDTH
2' - 8"
PC
F1
AC
GRIDGRID
FA
C
E O
F H
AN
G
AR
COORDINATE PANEL BEARING
WITH TOP OF STEMWALL - SEE
STRUCTURAL - TYP
FIRST FLOOR
100' - 0"
SECOND FLOOR
114' - 8"
TO FOOTING
96' - 0"
TO PRECAST/TO VLFD
124' - 0"
4" 4 PANELS @ 12'-0" EA = 48' - 0"
4' - 4"
OPEN
3' - 4"4' - 4"
O
PE
N
IN
G
3'
4"
62.5
4' - 0"
OPEN
4' - 0" 4' - 0"
6'
0" O
PE
N
4'
0"
PANEL WIDTH
12' - 0"
PANEL WIDTH
12' - 0"
PANEL WIDTH
12' - 0"
PANEL WIDTH
12' - 0"
118' - 0"
110' - 0"
SECTION THRU
PERPENDICULAR PANEL -
SEE AE110 FOR
ELEVATION REFERENCE
4'
0"
PC
F1
AC
8"
FLUTED W/ AS-CAST FINISH
(BANDING AS INDICATED) - SEE DETAIL /A AE410
CAST-IN CMU LINER PANEL PATTERN
WITH SAND-BLASTED FINISH
THIN BRICK VENEER W/ CAST MORTAR JOINTS
SAND-BLASTED FINISH
AS-CAST / STEEL TROWEL - NO APPLIED FINISH
GENERAL NOTES:
1. ALL DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE.
COORDINATE FINAL OPENING SIZES WITH APPURTENANCES THAT ARE TO
BE INSTALLED IN OPENINGS, TYP.
2. THESE DRAWINGS ARE ONLY INTENDED TO SHOW GENERAL TYPES, SIZE
AND FINISH OF PRECAST CONCRETE PANELS IN THIS PROJECT. SEE THE
ARCHITECTURAL DRAWINGS FOR THE FULL SCOPE OF THE PROJECT
INCLUDING OPENING LOCATIONS, TYPES AND SIZES.
3. PRECAST WALL TYPES CAN BE FOUND ON SHEET AE410.
4. SEE AE410 FOR PRECAST PANEL FINISH AND PATTERN DETAILS.
5. SOME GRID DIMENSIONS HAVE BEEN REMOVED FOR CLARITY. SEE A-100.
6. WRAP FINISH TEXTURE AND/OR MATERIAL AT ALL PANEL ENDS, EDGES,
AND/OR OPENINGS WHENEVER SUCH CONDITION WILL BE EXPOSED TO
VIEW IN FINISHED FACILITY.
7. CONTRACTOR SHALL COORDINATE ALL OPENINGS REQUIRED FOR
MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION SYSTEMS.
KNOWN PENETRATIONS EXCEEDING 10"X10" HAVE BEEN SHOWN, BUT
CONTRACTOR SHALL COMPREHENSIVELY COORDINATE ALL REQUIREMENTS
AND PROVIDE ADDITIONAL BLOCKOUTS, CONDUITS/CHASES, AND OPENINGS
AS REQUIRED TO MEET INDIVIDUAL SYSTEM REQUIREMENTS.
8. SEE STRUCTURAL DRAWINGS FOR IMPOSED LOADS, FASTENING,
REINFORCEMENT, AND SPECIAL EMBED REQUIREMENTS.
PRECAST PANEL FINISH LEGEND
AC
SB
PCF2
PCF1
PCF3
FLUTED W/ SAND-BLASTED FINISH
(BANDING AS INDICATED) - SEE DETAIL /A AE410
PCF4
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
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
AE206
PR
EC
AS
T
C O
N C
R
ET
E
PA
N
EL
E
LE
VA
TI
O N
S
M
IN
O T
AF
B, N O
R
TH
D
AK
O
TA
C O
N
SO
LI
D
AT
ED
H
EL
O /T
R F/
O
PS
A M
U
A
LE
R T
FA
C
IL
IT
Y
PN
Q
JV
F1
1(
5)
(F Y1
9) O
M
AH
A D
IS
TR
IC
T
C
AP
IT
O
L
AV
E O
M
AH
A, N
E
A.
T
EM
EY
ER
A.
T
EM
EY
ER
B.
G
O R
U P
B.
G
O R
U P
/2
2/
W
F2
2R
M
IC
1- G
H
LN
-H
EL
O
_T R
F- A.
R
VT
1/8" = 1'-0"AE206
26 GRID 62.5 & 64 - BETWEEN DD & NN
1/8" = 1'-0"AE206
25 GRID 62.5 - BETWEEN NN & WW
1/8" = 1'-0"AE206
24 TYP DOOR RETURN
1/8" = 1'-0"AE206
27 GRID NN - BETWEEN 62.5 & 66
8'0 4' 16'
M
AR
K D
ES
C
R
IP
TI
O
N D
SECOND FLOOR
114' - 8"
TO FOOTING
96' - 0"
HDD
3'
4" O
PE
N
IN
G
2' - 2"
OPENING
6' - 4"
2' - 2" 10' - 8"
AE
AE
2' - 2"
OPENING
6' - 4" 2' - 2" 2' - 2"
OPENING
6' - 4" 2' - 2"
3' - 4" 1' - 4"
1' - 4" 1' - 4" 3' - 4"
1'
8" 3'
8"
9'
4" O
PE
N
IN
G
4'
0"
3' - 4" 1' - 4"
1' - 4" 1' - 4" 3' - 4" 3' - 4"
1' - 4" 1' - 4" 1' - 4" 3' - 4"
3'
8" 1'
4"
3'
8" 1'
4"
7'
4" O
PE
N
IN
G
7'
4" 9'
4"
3'
8" 1'
8"
3' - 4" 1' - 4"
1' - 4" 1' - 4" 3' - 4"
3'
8" 1'
8"
3'
8" 1'
4"
3'
8" 1'
8"
3'
8" 1'
4"
PANEL WIDTH
10' - 8"
PANEL WIDTH
36' - 0"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
PANEL WIDTH
11' - 4"
124' - 8"
124' - 8"
110' - 0"
9 PANELS = 122' - 0"
SECTION THRU
PERPENDICULAR
PANEL - SEE AE110 FOR
ELEVATION REFERENCE
SEE STRUCTURAL
CONCRETE STEM WALL
130' - 4" 130' - 4"
2"
PR
EC
AS
T
FI
N
IS
H
PC
F2
AC
WRAP FINISHES AT
PANEL EDGE AND 8"
@ BACK OF PANEL
4'
0"
8"
8"
FIRST FLOOR
100' - 0"
SECOND FLOOR
114' - 8"
TO FOOTING
96' - 0"
TO PRECAST/TO VLFD
124' - 0"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 0"
4 PANELS = 42' - 0" 4" 1' - 2"
2' - 0"
OPEN
3' - 4"4' - 8"
110' - 0"
SECTION THRU PERPENDICULAR
PANEL - SEE AE110 FOR
ELEVATION REFERENCE
3'
4" O
PE
N
IN
G
4'
0"
AC
PR
EC
AS
T
FI
N
IS
H
PC
F1
8"
FIRST FLOOR
100' - 0"
SECOND FLOOR
114' - 8"
TO FOOTING
96' - 0"
NN
TO PRECAST/TO VLFD
124' - 0"
EE
PNL WIDTH
4' - 0"
PANEL WIDTH
12' - 0"
PNL WIDTH
6' - 0"
PANEL WIDTH
12' - 0"
PNL WIDTH
6' - 0"
PANEL WIDTH
18' - 0"
PANEL WIDTH
12' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
12' - 0"
9 PANELS = 92' - 0"
1' - 2" 1' - 4" 8"
1' - 4"
2'
0" 1'
8"
2'
0" 1'
8"
1' - 4" 1' - 4" 8" 1' - 4"
1' - 4"
4'
0"
3'
4" O
PE
N
IN
G
4' - 0"
SEE STRUCTURAL
CONC STEM WALL 6' - 0"
SEE STRUCTURAL
CONC STEM WALL 6' - 0"
SEE STRUCTURAL
CONC STEM WALL 6' - 0"
SEE STRUCTURAL
CONC STEM WALL 2' - 0"
OPEN
3' - 4" 4' - 8"
OPENING
6' - 4" 5' - 8"
4'
0"
O
PE
N
IN
G
112' - 0" 112' - 0" 112' - 0" 112' - 0"
110' - 0" 110' - 0"
PR
EC
AS
T
FI
N
IS
H
PC
F1
AC
OPENING
12' - 0"
OPENING
12' - 0"
OPENING
12' - 0"
OPENING
12' - 0"
2'
0" 1'
4"
122' - 0"
2'
0" 1'
4"
122' - 0"
8"
WRAP FINISH @
OPENING - TYP
FLUTED W/ AS-CAST FINISH
(BANDING AS INDICATED) - SEE DETAIL /A AE410
CAST-IN CMU LINER PANEL PATTERN
WITH SAND-BLASTED FINISH
THIN BRICK VENEER W/ CAST MORTAR JOINTS
SAND-BLASTED FINISH
AS-CAST / STEEL TROWEL - NO APPLIED FINISH
GENERAL NOTES:
1. ALL DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE.
COORDINATE FINAL OPENING SIZES WITH APPURTENANCES THAT ARE TO
BE INSTALLED IN OPENINGS, TYP.
2. THESE DRAWINGS ARE ONLY INTENDED TO SHOW GENERAL TYPES, SIZE
AND FINISH OF PRECAST CONCRETE PANELS IN THIS PROJECT. SEE THE
ARCHITECTURAL DRAWINGS FOR THE FULL SCOPE OF THE PROJECT
INCLUDING OPENING LOCATIONS, TYPES AND SIZES.
3. PRECAST WALL TYPES CAN BE FOUND ON SHEET AE410.
4. SEE AE410 FOR PRECAST PANEL FINISH AND PATTERN DETAILS.
5. SOME GRID DIMENSIONS HAVE BEEN REMOVED FOR CLARITY. SEE A-100.
6. WRAP FINISH TEXTURE AND/OR MATERIAL AT ALL PANEL ENDS, EDGES,
AND/OR OPENINGS WHENEVER SUCH CONDITION WILL BE EXPOSED TO
VIEW IN FINISHED FACILITY.
7. CONTRACTOR SHALL COORDINATE ALL OPENINGS REQUIRED FOR
MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION SYSTEMS.
KNOWN PENETRATIONS EXCEEDING 10"X10" HAVE BEEN SHOWN, BUT
CONTRACTOR SHALL COMPREHENSIVELY COORDINATE ALL REQUIREMENTS
AND PROVIDE ADDITIONAL BLOCKOUTS, CONDUITS/CHASES, AND OPENINGS
AS REQUIRED TO MEET INDIVIDUAL SYSTEM REQUIREMENTS.
8. SEE STRUCTURAL DRAWINGS FOR IMPOSED LOADS, FASTENING,
REINFORCEMENT, AND SPECIAL EMBED REQUIREMENTS.
PRECAST PANEL FINISH LEGEND
AC
SB
PCF2
PCF1
PCF3
FLUTED W/ SAND-BLASTED FINISH
(BANDING AS INDICATED) - SEE DETAIL /A AE410
PCF4
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
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
AE207
PR
EC
AS
T
C O
N C
R
ET
E
PA
N
EL
E
LE
VA
TI
O N
S
M
IN
O T
AF
B, N O
R
TH
D
AK
O
TA
C O
N
SO
LI
D
AT
ED
H
EL
O /T
R F/
O
PS
A M
U
A
LE
R T
FA
C
IL
IT
Y
PN
Q
JV
F1
1(
5)
(F Y1
9) O
M
AH
A D
IS
TR
IC
T
C
AP
IT
O
L
AV
E O
M
AH
A, N
E
A.
T
EM
EY
ER
A.
T
EM
EY
ER
B.
G
O R
U P
B.
G
O R
U P
/2
2/
W
F2
2R
M
IC
1- G
H
LN
-H
EL
O
_T R
F- A.
R
VT
1/8" = 1'-0"AE207
30 GRID 64 - BETWEEN H.8 & DD
1/8" = 1'-0"AE207
29 GRID DD - BETWEEN 64 & 66
1/8" = 1'-0"AE207
28 GRID 66 - BETWEEN DD & NN
8'0 4' 16'
M
AR
K D
ES
C
R
IP
TI
O
N D
SECOND FLOOR
114' - 8"
TO FOOTING
96' - 0"
TO PRECAST/TO VLFD
124' - 0"
AE
AE
1' - 4" 1' - 4" 1' - 4"
1' - 4" 1' - 4" 1' - 4"
1' - 4" 1' - 4"
1' - 4" 1' - 4"
PANEL WIDTH
10' - 10"
PNL WIDTH
6' - 8"
PANEL WIDTH
12' - 0"
PANEL WIDTH
10' - 8"
PANEL WIDTH
12' - 0"
PANEL WIDTH
12' - 0"
PNL WIDTH
6' - 8"
PANEL WIDTH
12' - 0"
PNL WIDTH
6' - 8"
9 PANELS = 89' - 6"
4" 2' - 6"
OPENING
6' - 4" 3' - 4"
PANEL WIDTH
12' - 2"
OPENING
17' - 4"
PANEL WIDTH
14' - 0"
8" 3'
4"
4'
0"
8" 3'
4"
4'
0"
3'
4" O
PE
N
IN
G
1'
8" 1'
8"
6'
8" O
PE
N
IN
G
7'
4"
1'
8"
1'
8"
3'
4" O
PE
N
IN
G
6'
8" O
PE
N
IN
G
7'
4"
"1'
4" 1'
8"
1'
8" 1'
8"
1'
4" 1'
8"
"110' - 0" 110' - 0" 110' - 0"
3' - 4" 1' - 4"
1' - 4" 1' - 4" 3' - 4"
1'
4" 1'
8"
1' - 4"
OPENING
9' - 4" 1' - 4"
OPEN
3' - 4"3' - 4"
2' - 0"
OPEN
4' - 0"4' - 0"
1' - 4"
OPENING
9' - 4" 1' - 4" 1' - 4"
OPENING
9' - 4" 1' - 4"
SECTION THRU PERPENDICULAR PANEL -
SEE AE110 FOR ELEVATION REFERENCE
SEE STRUCTURAL
CONCRETE STEM WALL
AC
PC
F1
AC
PC
F1
43' - 6"
122' - 4"8" MIN
RETURN PANELS - SEE AE110
FOR ELEVATION REFERENCE
122' - 4" 122' - 4"
4'
0"
AC
PR
EC
AS
T
FI
N
IS
H
PC
F1
8" 8" 2'
8"
2'
8"
COORDINATE PANEL BEARING
WITH TOP OF STEMWALL -
SEE STRUCTURAL - TYP
COORDINATE PANEL BEARING WITH TOP OF
STEMWALL AT AMU RETURN WALL BEYOND
2' - 8"
OPENING
6' - 8" 2' - 8"
8"
8"
FIRST FLOOR
100' - 0"
SECOND FLOOR
114' - 8"
TO FOOTING
96' - 0"
TO PRECAST/TO VLFD
124' - 0"
PANEL WIDTH
12' - 0"
PANEL WIDTH
12' - 0"
PANEL WIDTH
12' - 0"
PANEL WIDTH
12' - 0"
PANEL WIDTH
12' - 0"
PNL WIDTH
6' - 8"
PANEL WIDTH
12' - 0"
PNL WIDTH
6' - 8"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
PANEL WIDTH
18' - 0"
PNL WIDTH
6' - 8"
2'
8" 7'
4"
4'
0"
3'
4" O
PE
N
IN
G
3'
4" O
PE
N
4'
0" 6'
8"
6'
8" O
PE
N
IN
G
7'
4"
1' - 4" 1' - 4"
1' - 4"
1' - 4" 1' - 4"
3' - 4" 1' - 4" 1' - 4"
1' - 4" 3' - 4"
AE
AE
3'
4" O
PE
N
IN
G
4' - 0" 1' - 4"
1' - 4" 1' - 4" 4' - 0"
1'
8" 1'
8"
1'
4" 1'
8"
1'
8" 1'
8"
1'
4" 1'
8"
1'
8" 1'
8"
1'
4" 1'
8"
1' - 4" 1' - 4"1' - 4"
1' - 4" 1' - 4"
1'
8" 1'
8"
1'
4" 1'
8"
6'
8" O
PE
N
IN
G
7'
4"
14 PANELS = 152' - 8"
6'
8" O
PE
N
IN
G
7'
4"
OPENING
6' - 4" 4' - 4" 1' - 4"
OPENING
9' - 4" 1' - 4" 4' - 0"
OPENING
8' - 0"
1' - 4"
OPENING
9' - 4" 1' - 4"
110' - 0"
117' - 4"
110' - 0"
110' - 0"
110' - 0"
OPENING
18' - 0"
8"
122' - 4"
8" 2'
8"
122' - 4"
4'
0"
AC
PR
EC
AS
T
FI
N
IS
H
PC
F1
"PRECAST
BEAM
4'
0"
TO
P O
F C
O R
BE
L
8"
CRANE RAIL CORBEL - BACK SIDE OF PANEL
48' - 8"
E
AE411
TYP
110' - 0"
" FLUTED W/ AS-CAST FINISH
(BANDING AS INDICATED) - SEE DETAIL /A AE410
CAST-IN CMU LINER PANEL PATTERN
WITH SAND-BLASTED FINISH
THIN BRICK VENEER W/ CAST MORTAR JOINTS
SAND-BLASTED FINISH
AS-CAST / STEEL TROWEL - NO APPLIED FINISH
GENERAL NOTES:
1. ALL DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE.
COORDINATE FINAL OPENING SIZES WITH APPURTENANCES THAT ARE TO
BE INSTALLED IN OPENINGS, TYP.
2. THESE DRAWINGS ARE ONLY INTENDED TO SHOW GENERAL TYPES, SIZE
AND FINISH OF PRECAST CONCRETE PANELS IN THIS PROJECT. SEE THE
ARCHITECTURAL DRAWINGS FOR THE FULL SCOPE OF THE PROJECT
INCLUDING OPENING LOCATIONS, TYPES AND SIZES.
3. PRECAST WALL TYPES CAN BE FOUND ON SHEET AE410.
4. SEE AE410 FOR PRECAST PANEL FINISH AND PATTERN DETAILS.
5. SOME GRID DIMENSIONS HAVE BEEN REMOVED FOR CLARITY. SEE A-100.
6. WRAP FINISH TEXTURE AND/OR MATERIAL AT ALL PANEL ENDS, EDGES,
AND/OR OPENINGS WHENEVER SUCH CONDITION WILL BE EXPOSED TO
VIEW IN FINISHED FACILITY.
7. CONTRACTOR SHALL COORDINATE ALL OPENINGS REQUIRED FOR
MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION SYSTEMS.
KNOWN PENETRATIONS EXCEEDING 10"X10" HAVE BEEN SHOWN, BUT
CONTRACTOR SHALL COMPREHENSIVELY COORDINATE ALL REQUIREMENTS
AND PROVIDE ADDITIONAL BLOCKOUTS, CONDUITS/CHASES, AND OPENINGS
AS REQUIRED TO MEET INDIVIDUAL SYSTEM REQUIREMENTS.
8. SEE STRUCTURAL DRAWINGS FOR IMPOSED LOADS, FASTENING,
REINFORCEMENT, AND SPECIAL EMBED REQUIREMENTS.
PRECAST PANEL FINISH LEGEND
AC
SB
PCF2
PCF1
PCF3
FLUTED W/ SAND-BLASTED FINISH
(BANDING AS INDICATED) - SEE DETAIL /A AE410
PCF4
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
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
AE208
PR
EC
AS
T
C O
N C
R
ET
E
PA
N
EL
E
LE
VA
TI
O N
S
M
IN
O T
AF
B, N O
R
TH
D
AK
O
TA
C O
N
SO
LI
D
AT
ED
H
EL
O /T
R F/
O
PS
A M
U
A
LE
R T
FA
C
IL
IT
Y
PN
Q
JV
F1
1(
5)
(F Y1
9) O
M
AH
A D
IS
TR
IC
T
C
AP
IT
O
L
AV
E O
M
AH
A, N
E
A.
T
EM
EY
ER
A.
T
EM
EY
ER
B.
G
O R
U P
B.
G
O R
U P
/2
2/
W
F2
2R
M
IC
1- G
H
LN
-H
EL
O
_T R
F- A.
R
VT
1/8" = 1'-0"AE208
31 GRID A THRU E - AREAS "C" & "D"
1/8" = 1'-0"AE208
32 GRID E - AREAS "B" & "C"
8'0 4' 16'
M
AR
K D
ES
C
R
IP
TI
O
N D
SECOND FLOOR
114' - 8"
TO FOOTING
96' - 0"
TO ADMIN PARAPET
130' - 0"
47.556
PANEL WIDTH
12' - 0"
PANEL WIDTH
12' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
12' - 0"
PANEL WIDTH
12' - 0"
O
PE
N
IN
G
5'
2"
O
PE
N
IN
G 9'
6"
- 6
- 3
1'
0"
OPENING
8' - 0"4' - 0"6' - 8"
OPENING
5' - 4" 1' - 4"
OPENING
5' - 4" 5' - 4"
4' - 8"
OPENING
5' - 4"
O
PE
N
IN
G
5'
2"
O
PE
N
IN
G 9'
6"
123' - 6"
123' - 6"
123' - 6"
108' - 10"
8"5 PANELS = 58' - 0"8"
PERPENDICULAR PANEL
BEYOND - WRAP REVEAL
AT END - SEE AE110 FOR
ELEVATION REFERENCE
SECTION THRU
PERPENDICULAR PANEL -
SEE AE110 FOR
ELEVATION REFERENCE -
WRAP REVEAL AT END
WRAP REVEALS AT
PANEL OPENING
EDGES - TYP
WRAP REVEALS AT
PANEL OPENING
EDGE - TYP
A
AE410
TYP
- 3
3'
4"
2'
0" 6'
4"
8'
4" 6'
4"
SB
PC
F4
SB
PC
F4
PR
EC
AS
T
FI
N
IS
H
SB
108' - 10"
8" 8'
1'
4" 8'
1/2" 1'-0"
FIRST FLOOR
100' - 0"
SECOND FLOOR
114' - 8"
TO FOOTING
96' - 0"
TO PRECAST/TO VLFD
124' - 0"
22 30
2'
8"
O
PE
N
IN
G
AE
AE
PNL WIDTH
6' - 10"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
PANEL WIDTH
12' - 0"
PANEL WIDTH
8' - 0"
PANEL WIDTH
9' - 4"
PANEL WIDTH
8' - 0"
PANEL WIDTH
12' - 0"
PNL WIDTH
6' - 8"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
15 PANELS = 147' - 6"
7' - 4"
OPEN
3' - 4"
O
PE
N
IN
G
O
PE
N
IN
G 4'
8"
4'
8"
4' - 4"
OPENING
6' - 4"2' - 4"
OPENING
6' - 4"1' - 4"2' - 4"
OPENING
6' - 0" 2' - 4"
108' - 0"
A
AE410
TYP
O
PE
N
IN
G
9'
4"
2'
0"
4'
8"
EDGE OF PERPENDICULAR
WALL - SEE AE110 FOR
ELEVATION REFERENCE
109' - 0" 110' - 0"
OPENING
8' - 0"
109' - 0"
PR
EC
AS
T
FI
N
IS
H
AC
PC
F3
AC
3'
4" 1'
4"
1" REVEAL - SEE
DTL ON AE410
1" REVEAL - SEE
DTL ON AE410
COORDINATE PANEL BEARING
WITH TOP OF STEMWALL - SEE
STRUCTURAL - TYP
7' - 4"
CRANE RAIL CORBEL - BACK SIDE OF PANEL
48' - 8"
TO
P
O F
C O
R
BE
L
1'
4"
E
AE411
TYP
FIRST FLOOR
100' - 0"
TO FOOTING
96' - 0"
NBB Y
PANEL WIDTH
22' - 6"
PANEL WIDTH
22' - 0"
PANEL WIDTH
22' - 0"
PANEL WIDTH
16' - 0"
5' - 0"
OPENING
6' - 4" 4' - 8"
1'
4"
6" 4 PANELS = 82' - 6" 1' - 0"
2'
O
PE
N
IN
G 8'
6"
2'
8"
107' - 2"
SECTION THRU
PERPENDICULAR WALL -
SEE AE110 FOR
ELEVATION REFERENCE
SECTION THRU
PERPENDICULAR WALL -
SEE AE110 FOR
ELEVATION REFERENCE
A
AE410
TYP
110' - 0"
SEE STRUCTURAL
CONCRETE STEM WALL
2'
0" 2'
0"
7'
4"
AC
PC
F3
AC
COORDINATE PANEL BEARING
WITH TOP OF STEMWALL - SEE
STRUCTURAL - TYP
7'
2" 1'
4"
FLUTED W/ AS-CAST FINISH
(BANDING AS INDICATED) - SEE DETAIL /A AE410
CAST-IN CMU LINER PANEL PATTERN
WITH SAND-BLASTED FINISH
THIN BRICK VENEER W/ CAST MORTAR JOINTS
SAND-BLASTED FINISH
AS-CAST / STEEL TROWEL - NO APPLIED FINISH
GENERAL NOTES:
1. ALL DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE.
COORDINATE FINAL OPENING SIZES WITH APPURTENANCES THAT ARE TO
BE INSTALLED IN OPENINGS, TYP.
2. THESE DRAWINGS ARE ONLY INTENDED TO SHOW GENERAL TYPES, SIZE
AND FINISH OF PRECAST CONCRETE PANELS IN THIS PROJECT. SEE THE
ARCHITECTURAL DRAWINGS FOR THE FULL SCOPE OF THE PROJECT
INCLUDING OPENING LOCATIONS, TYPES AND SIZES.
3. PRECAST WALL TYPES CAN BE FOUND ON SHEET AE410.
4. SEE AE410 FOR PRECAST PANEL FINISH AND PATTERN DETAILS.
5. SOME GRID DIMENSIONS HAVE BEEN REMOVED FOR CLARITY. SEE A-100.
6. WRAP FINISH TEXTURE AND/OR MATERIAL AT ALL PANEL ENDS, EDGES,
AND/OR OPENINGS WHENEVER SUCH CONDITION WILL BE EXPOSED TO
VIEW IN FINISHED FACILITY.
7. CONTRACTOR SHALL COORDINATE ALL OPENINGS REQUIRED FOR
MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION SYSTEMS.
KNOWN PENETRATIONS EXCEEDING 10"X10" HAVE BEEN SHOWN, BUT
CONTRACTOR SHALL COMPREHENSIVELY COORDINATE ALL REQUIREMENTS
AND PROVIDE ADDITIONAL BLOCKOUTS, CONDUITS/CHASES, AND OPENINGS
AS REQUIRED TO MEET INDIVIDUAL SYSTEM REQUIREMENTS.
8. SEE STRUCTURAL DRAWINGS FOR IMPOSED LOADS, FASTENING,
REINFORCEMENT, AND SPECIAL EMBED REQUIREMENTS.
PRECAST PANEL FINISH LEGEND
AC
SB
PCF2
PCF1
PCF3
FLUTED W/ SAND-BLASTED FINISH
(BANDING AS INDICATED) - SEE DETAIL /A AE410
PCF4
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
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
AE209
PR
EC
AS
T
C O
N C
R
ET
E
PA
N
EL
E
LE
VA
TI
O N
S
M
IN
O T
AF
B, N O
R
TH
D
AK
O
TA
C O
N
SO
LI
D
AT
ED
H
EL
O /T
R F/
O
PS
A M
U
A
LE
R T
FA
C
IL
IT
Y
PN
Q
JV
F1
1(
5)
(F Y1
9) O
M
AH
A D
IS
TR
IC
T
C
AP
IT
O
L
AV
E O
M
AH
A, N
E
A.
T
EM
EY
ER
A.
T
EM
EY
ER
B.
G
O R
U P
B.
G
O R
U P
/2
2/
W
F2
2R
M
IC
1- G
H
LN
-H
EL
O
_T R
F- A.
R
VT
1/8" = 1'-0"AE209
33 GRID K - BETWEEN GRID 47.5 & 56
1/8" = 1'-0"AE209
35 GRID N - AREAS "B" & "C"
1/8" = 1'-0"AE209
34 GRID 17 - BETWEEN N & BB
8'0 4' 16'
M
AR
K D
ES
C
R
IP
TI
O
N D
SECOND FLOOR
114' - 8"
TO FOOTING
96' - 0"
TO PRECAST/TO VLFD
124' - 0"
AE
PANEL WIDTH
10' - 8"
PANEL WIDTH
12' - 0"
PANEL WIDTH
12' - 0"
PANEL WIDTH
12' - 0"
PANEL WIDTH
10' - 8"
PANEL WIDTH
12' - 0"
PANEL WIDTH
10' - 10"
PNL WIDTH
6' - 8"
PANEL WIDTH
11' - 8"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 8"
AE
3' - 0"
OPENING
6' - 4" 2' - 8" 1' - 8" 2' - 0"
3' - 0"
OPENING
6' - 4"4' - 6"
O
PE
N
IN
G
O
PE
N
IN
G 9'
8"
2'
0" 7'
8"
8 PANELS = 86' - 10" 4" 4 PANELS = 42' - 4" 4" 1' - 8"
109' - 0" 108' - 4"
108' - 4"
SECTION THRU PERPENDICULAR PANEL -
SEE AE110 FOR ELEVATION REFERENCE
A
AE410
TYP
8'
4" 1'
4"
PR
EC
AS
T
FI
N
IS
H
AC
PC
F3
AC
9'
4"
2'
0"
2'
0"
9'
4"
2'
0"
2'
0"
9'
0" 1'
4"
1" REVEAL - SEE
DTL ON AE410
1" REVEAL - SEE
DTL ON AE410
COORDINATE PANEL BEARING
WITH TOP OF STEMWALL - SEE
STRUCTURAL - TYP
FIRST FLOOR
100' - 0"
SECOND FLOOR
114' - 8"
TO FOOTING
96' - 0"
N BB
TO HNGR PRECAST
138' - 0"
AE
AE
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 0"
107' - 2"
SECTION THRU
PERPENDICULAR PANEL -
SEE AE110 FOR
ELEVATION REFERENCE
SECTION THRU
PERPENDICULAR PANEL -
SEE AE110 FOR
ELEVATION REFERENCE
1' - 10"
OPENING
6' - 4" 1' - 10"
TERMINATE REVEALS AT
INSIDE CORNERA
AE410
TYP
80' - 0"
1" REVEAL - SEE
DTL ON AE410
1" REVEAL - SEE
DTL ON AE41042
4'
8" 2'
0"
9'
4"
AC
PC
F3
PR
EC
AS
T
FI
N
IS
H
AC
0"
O
PE
N
IN
G 8'
6"
2'
8"
7'
2" 1'
4"
TRANSITION WALL
FINISH @ LOCATION OF
PERPENDICULAR WALL
8"8"
PCF2
PC
F2
FLUTED W/ AS-CAST FINISH
(BANDING AS INDICATED) - SEE DETAIL /A AE410
CAST-IN CMU LINER PANEL PATTERN
WITH SAND-BLASTED FINISH
THIN BRICK VENEER W/ CAST MORTAR JOINTS
SAND-BLASTED FINISH
AS-CAST / STEEL TROWEL - NO APPLIED FINISH
GENERAL NOTES:
1. ALL DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE.
COORDINATE FINAL OPENING SIZES WITH APPURTENANCES THAT ARE TO
BE INSTALLED IN OPENINGS, TYP.
2. THESE DRAWINGS ARE ONLY INTENDED TO SHOW GENERAL TYPES, SIZE
AND FINISH OF PRECAST CONCRETE PANELS IN THIS PROJECT. SEE THE
ARCHITECTURAL DRAWINGS FOR THE FULL SCOPE OF THE PROJECT
INCLUDING OPENING LOCATIONS, TYPES AND SIZES.
3. PRECAST WALL TYPES CAN BE FOUND ON SHEET AE410.
4. SEE AE410 FOR PRECAST PANEL FINISH AND PATTERN DETAILS.
5. SOME GRID DIMENSIONS HAVE BEEN REMOVED FOR CLARITY. SEE A-100.
6. WRAP FINISH TEXTURE AND/OR MATERIAL AT ALL PANEL ENDS, EDGES,
AND/OR OPENINGS WHENEVER SUCH CONDITION WILL BE EXPOSED TO
VIEW IN FINISHED FACILITY.
7. CONTRACTOR SHALL COORDINATE ALL OPENINGS REQUIRED FOR
MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION SYSTEMS.
KNOWN PENETRATIONS EXCEEDING 10"X10" HAVE BEEN SHOWN, BUT
CONTRACTOR SHALL COMPREHENSIVELY COORDINATE ALL REQUIREMENTS
AND PROVIDE ADDITIONAL BLOCKOUTS, CONDUITS/CHASES, AND OPENINGS
AS REQUIRED TO MEET INDIVIDUAL SYSTEM REQUIREMENTS.
8. SEE STRUCTURAL DRAWINGS FOR IMPOSED LOADS, FASTENING,
REINFORCEMENT, AND SPECIAL EMBED REQUIREMENTS.
PRECAST PANEL FINISH LEGEND
AC
SB
PCF2
PCF1
PCF3
FLUTED W/ SAND-BLASTED FINISH
(BANDING AS INDICATED) - SEE DETAIL /A AE410
PCF4
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
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
AE210
PR
EC
AS
T
C O
N C
R
ET
E
PA
N
EL
E
LE
VA
TI
O N
S
M
IN
O T
AF
B, N O
R
TH
D
AK
O
TA
C O
N
SO
LI
D
AT
ED
H
EL
O /T
R F/
O
PS
A M
U
A
LE
R T
FA
C
IL
IT
Y
PN
Q
JV
F1
1(
5)
(F Y1
9) O
M
AH
A D
IS
TR
IC
T
C
AP
IT
O
L
AV
E O
M
AH
A, N
E
A.
T
EM
EY
ER
A.
T
EM
EY
ER
B.
G
O R
U P
B.
G
O R
U P
/2
2/
W
F2
2R
M
IC
1- G
H
LN
-H
EL
O
_T R
F- A.
R
VT
1/8" = 1'-0"AE210
37 GRID N - AREA "D"
1/8" = 1'-0"AE210
36 GRID 43 - BETWEEN N & BB
8'0 4' 16'
M
AR
K D
ES
C
R
IP
TI
O
N D
SECOND FLOOR
114' - 8"
TO ADMIN PARAPET
130' - 0"
47.5 56
PANEL WIDTH
8' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
30' - 0"
8" 58' - 0" 8"
3'
0" O
PE
N
IN
G
114' - 2"
126' - 8"
PERPENDICULAR PANEL
BEYOND - WRAP REVEAL
AT END - SEE AE110 FOR
ELEVATION REFERENCE SECTION THRU PERPENDICULAR
PANEL - SEE AE110 FOR
ELEVATION REFERENCE
A
AE410
TYP
- 3
3'
4"
6'
4" 8'
4"
6'
4" 2'
0"
PR
EC
AS
T
FI
N
IS
H
SB
PC
F4
SB
PC
F4
SB
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 0"
OPEN
4' - 0"6' - 0"
2'
2" O
PE
N
2'
0"
- 4
PRECAST FINISH
AC
PR
EC
AS
T
FI
N
IS
H
AC
PRECAST
BEAM
- 3
1'
0"
FIRST FLOOR
100' - 0"
FIRST FLOOR
100' - 0"
TO FOOTING
96' - 0"
TO FOOTING
96' - 0"
5 8 14 20
4'
0"
PC
F1
AC
5' - 0"3' - 4"4' - 8"
PANEL WIDTH
13' - 0"
4'
0"
PC
F1
AC
5' - 0" 3' - 4" 4' - 4"
PANEL WIDTH
11' - 8"4"
PANEL WIDTH
12' - 8"
3' - 4" 3' - 4" 5' - 0"
2'
8" 1'
4"
3'
4" 8"
3'
4" 8"
2'
8" 1'
4"
COORDINATE PANEL BEARING
WITH TOP OF STEMWALL - SEE
STRUCTURAL - TYP
COORDINATE PANEL BEARING
WITH TOP OF STEMWALL - SEE
STRUCTURAL - TYP
FIRST FLOOR
100' - 0"
FIRST FLOOR
100' - 0"
TO FOOTING
96' - 0"
TO FOOTING
96' - 0"
444328 30 40*
PNL WIDTH
4' - 0"
3' - 8"
OPEN
3' - 4"5' - 0"
1' - 8"4"
PANEL WIDTH
12' - 0"
4'
0"
PC
F1
AC
3'
4" 8"
2'
8" 1'
4"
4'
0"
PC
F1
AC
2'
8" 1'
4"
3'
4" 8"
8" 2" 10"
COORDINATE PANEL BEARING
WITH TOP OF STEMWALL -
SEE STRUCTURAL - TYP COORDINATE PANEL BEARING
WITH TOP OF STEMWALL -
SEE STRUCTURAL - TYP
FLUTED W/ AS-CAST FINISH
(BANDING AS INDICATED) - SEE DETAIL /A AE410
CAST-IN CMU LINER PANEL PATTERN
WITH SAND-BLASTED FINISH
THIN BRICK VENEER W/ CAST MORTAR JOINTS
SAND-BLASTED FINISH
AS-CAST / STEEL TROWEL - NO APPLIED FINISH
GENERAL NOTES:
1. ALL DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE.
COORDINATE FINAL OPENING SIZES WITH APPURTENANCES THAT ARE TO
BE INSTALLED IN OPENINGS, TYP.
2. THESE DRAWINGS ARE ONLY INTENDED TO SHOW GENERAL TYPES, SIZE
AND FINISH OF PRECAST CONCRETE PANELS IN THIS PROJECT. SEE THE
ARCHITECTURAL DRAWINGS FOR THE FULL SCOPE OF THE PROJECT
INCLUDING OPENING LOCATIONS, TYPES AND SIZES.
3. PRECAST WALL TYPES CAN BE FOUND ON SHEET AE410.
4. SEE AE410 FOR PRECAST PANEL FINISH AND PATTERN DETAILS.
5. SOME GRID DIMENSIONS HAVE BEEN REMOVED FOR CLARITY. SEE A-100.
6. WRAP FINISH TEXTURE AND/OR MATERIAL AT ALL PANEL ENDS, EDGES,
AND/OR OPENINGS WHENEVER SUCH CONDITION WILL BE EXPOSED TO
VIEW IN FINISHED FACILITY.
7. CONTRACTOR SHALL COORDINATE ALL OPENINGS REQUIRED FOR
MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION SYSTEMS.
KNOWN PENETRATIONS EXCEEDING 10"X10" HAVE BEEN SHOWN, BUT
CONTRACTOR SHALL COMPREHENSIVELY COORDINATE ALL REQUIREMENTS
AND PROVIDE ADDITIONAL BLOCKOUTS, CONDUITS/CHASES, AND OPENINGS
AS REQUIRED TO MEET INDIVIDUAL SYSTEM REQUIREMENTS.
8. SEE STRUCTURAL DRAWINGS FOR IMPOSED LOADS, FASTENING,
REINFORCEMENT, AND SPECIAL EMBED REQUIREMENTS.
PRECAST PANEL FINISH LEGEND
AC
SB
PCF2
PCF1
PCF3
FLUTED W/ SAND-BLASTED FINISH
(BANDING AS INDICATED) - SEE DETAIL /A AE410
PCF4
FIRST FLOOR
100' - 0"
SECOND FLOOR
114' - 8"
TO FOOTING
96' - 0"
HHAA
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
8' - 0"
PANEL WIDTH
10' - 0"
PANEL WIDTH
10' - 6"
7 PANELS = 68' - 6" 10"
OPENING
6' - 8" 3' - 4"
O
PE
N
IN
G 9'
4"
6'
0"
SECTION THRU PERPENDICULAR
WALL - SEE AE110 FOR
ELEVATION REFERENCE
WRAP REVEALS AT
PANEL OPENING EDGES
A
AE410
TYP
2'
0" 1'
4"
2'
0" 6'
4"
7'
0"
SB
PC
F4
SB
112' - 8"
8' - 0" 2' - 0" 6' - 0" 2' - 0" 2' - 0" 2' - 0" 8' - 6"
8'
0" 1'
4"
WRAP REVEALS
AT CORNERS
D
AE411
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
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
AE211
PR
EC
AS
T
C O
N C
R
ET
E
PA
N
EL
E
LE
VA
TI
O N
S
M
IN
O T
AF
B, N O
R
TH
D
AK
O
TA
C O
N
SO
LI
D
AT
ED
H
EL
O /T
R F/
O
PS
A M
U
A
LE
R T
FA
C
IL
IT
Y
PN
Q
JV
F1
1(
5)
(F Y1
9) O
M
AH
A D
IS
TR
IC
T
C
AP
IT
O
L
AV
E O
M
AH
A, N
E
A.
T
EM
EY
ER
A.
T
EM
EY
ER
B.
G
O R
U P
B.
G
O R
U P
/2
2/
W
F2
2R
M
IC
1- G
H
LN
-H
EL
O
_T R
F- A.
R
VT
1/8" = 1'-0"AE211
38 GRID W - BETWEEN GRID 47.5 & 56
1/8" = 1'-0"AE211
39 GRID BB - AREAS "A" & "B"
1/8" = 1'-0"AE211
40 GRID BB - AREA "D"
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
1/8" = 1'-0"AE211
41 GRID 57 - BETWEEN AA & HH
8'0 4' 16'
SECOND FLOOR
114' - 8"
TO FOOTING
96' - 0"
TO HNGR PRECAST
138' - 0"
PANEL WIDTH
13' - 0"
PANEL WIDTH
12' - 0"
PANEL WIDTH
12' - 0"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 8"
PANEL WIDTH
10' - 4"
4' - 4"
OPEN
3' - 4" 4' - 4" 3' - 8"
OPEN
3' - 4" 3' - 8"
4' - 4" 6' - 0"
4'
0"
OPEN
6' - 4" 4' - 4"
O
PE
N
IN
G 6'
0"
0"
O
PE
N
IN
G 8'
6"
O
PE
N
IN
G 6'
0"
8 PANELS = 90' - 0"
123' - 4" 123' - 4"
107' - 2"
SECTION THRU PERPENDICULAR
PANEL…
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