WWYK263009_65 Drawings_Volume 1_Part6_Part4_Part1.pdf
PDF 8 MB Posted
- Solicitation number
- W912BV25S0014
About this file
This file contains architectural elevation drawings for the Bomber Agile Common Hangar project at Tinker Air Force Base, showing detailed exterior views from multiple angles (south, north, east, and west). The drawings include precise measurements, materials specifications, and construction details for a two-story facility with administrative areas and hangar spaces.
The drawings specify various construction materials including precast architectural concrete (03 45 00), brick veneer masonry (04 21 13.13), insulated metal wall panels (07 42 13.19), standing seam metal roof (07 61 13.A1), and prefinished metal downspouts (07 62 00.P7). Key elevation points include the first floor at 100'-0", second floor at 118'-1", administrative roof at 135'-0", hangar door head at 161'-5", hangar roof at 190'-2", and hangar roof ridge at 210'-2". The drawings are marked as 65% design dated November 20, 2024, prepared by Larson Design Group for the US Army Corps of Engineers Tulsa District under contract W912BV-20-D-0032.
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EXTERIOR ELEVATIONS GENERAL NOTES
1. T.O. SLAB : 0' - 0" = GLOBAL ELEVATION: 1285.00'
2. CONTRACTOR TO VERIFY THE GLOBAL ELEVATION WITH
CIVIL PRIOR TO CONSTRUCTION
3. VERIFY GRADE AT BUILDING WITH WITH CIVIL AND
EXISTING SITE CONDITIONS.
4. COORDINATE EXTERIOR WALL FINISH CONDITIONS AT
GRADE. CONTACT CONTRACTING OFFICER WITH ANY
CONDTIONS THAT VARIES OR CONFLICT WITH THE
DETAILS INCLUDED.
5. SEE DOOR SCHEDULES AND DOOR ELEVATIONS FOR
ADDITIONAL INFORMATION NOT SHOWN.
6. REFER TO OVERALL ELEVATIONS FOR EXTERIOR FINISH
DESIGNATIONS.
7. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL
INFORMATION FOR WALL MOUNTED LIGHTING,
CONTROLS, FIXTURES, ETC.
8. REFER TO MECHANICAL FOR ADDITIONAL INFORMATION
FOR EXTERIOR WALL PENETRATIONS, VENTS, EXHAUST
FANS, DUCT AND PIPING PENETRATIONS, ETC
9. REFER TO TELECOM DRAWINGS FOR ADDITIONAL
INFORMATION FOR EXTERIOR MOUNTED SECURITY
DEVICES.
FIRST FLOOR
100'-0"
SECOND FLOOR
118'-1"
ADMIN. ROOF
135'-0"
FGHJKK.2 E.7J.9
'-0
8" 2'
-8
8"
1' -0
4' -1
4"
8' -1
1" 4"
3' -3
1' -2
"8" 8'
-3
8" 4'
-0
4" 3'
-0
03 45 00
04 21 13.13
03 45 00
03 45 00
04 21 13.13
08 81 00.A1
07 62 00.P7
04 21 13.13
03 45 00
04 21 13.13
03 45 00
04 21 13.1308 81 00.A1
07 62 00.P7
E111E113 E105
E105A
9999999999
10 10 10 10
04 05 23.13.1
FIRST FLOOR
100'-0"
SECOND FLOOR
118'-1"
ADMIN. ROOF
135'-0"
ABCDEE.7
'-8
6"
4' -1
1"
'-0
1' -2
"8" 8'
-3
8" 4'
-0
4" 3'
-0
03 45 00
04 21 13.13
03 45 00
03 45 0008 81 00.A1
07 61 13.A1
07 42 13.19
07 62 00.P7
E104 E101 E100
E104A 10 10 10 10
04 05 23.13.1 AN
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NOT FOR
CONSTRUCTION
SCALE:
US Army Corps of Engineers
SHEET OF
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2 3 4 5 6 7 8 9 10 11 12
3817 NW EXPRESSWAY
SUITE 840
OKLAHOMA CITY, OK 73112
(405) 722-7270
Larson Design Group
4'-0" 8'-0" 16'-0"
3/16" = 1'-0"
A-207
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A L L
K B
L A
N D
F O
R D
N O
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M B
E R
W B
V -1
-D
-0
W B
V -2
-D
-0
D E
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N
B O
M B
E R
A G
IL
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C O
M M
O N
H A
N G
A R
W W
Y K
3/16" = 1'-0"E1
ENLARGED ELEVATION SOUTH - AREA A/C
3/16" = 1'-0"A1
ENLARGED ELEVATION SOUTH - AREA C
KEY NOTES
03 45 00 PRECAST ARCHITECTURAL CONCRETE
04 05 23.13.1
MASONRY CONTROL JOINT
04 21 13.13 BRICK VENEER MASONRY
07 42 13.19 INSULATED METAL WALL PANELS
07 61 13.A1 STANDING SEAM METAL ROOF
07 62 00.P7 PREFINISHED METAL DOWNSPOUT
08 81 00.A1 GLAZING
D E
S
IG
N
/2
/2
A B
TR.9
EXTERIOR ELEVATIONS GENERAL NOTES
1. T.O. SLAB : 0' - 0" = GLOBAL ELEVATION: 1285.00'
2. CONTRACTOR TO VERIFY THE GLOBAL ELEVATION WITH
CIVIL PRIOR TO CONSTRUCTION
3. VERIFY GRADE AT BUILDING WITH WITH CIVIL AND
EXISTING SITE CONDITIONS.
4. COORDINATE EXTERIOR WALL FINISH CONDITIONS AT
GRADE. CONTACT CONTRACTING OFFICER WITH ANY
CONDTIONS THAT VARIES OR CONFLICT WITH THE
DETAILS INCLUDED.
5. SEE DOOR SCHEDULES AND DOOR ELEVATIONS FOR
ADDITIONAL INFORMATION NOT SHOWN.
6. REFER TO OVERALL ELEVATIONS FOR EXTERIOR FINISH
DESIGNATIONS.
7. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL
INFORMATION FOR WALL MOUNTED LIGHTING,
CONTROLS, FIXTURES, ETC.
8. REFER TO MECHANICAL FOR ADDITIONAL INFORMATION
FOR EXTERIOR WALL PENETRATIONS, VENTS, EXHAUST
FANS, DUCT AND PIPING PENETRATIONS, ETC
9. REFER TO TELECOM DRAWINGS FOR ADDITIONAL
INFORMATION FOR EXTERIOR MOUNTED SECURITY
DEVICES.
FIRST FLOOR
100'-0"
SECOND FLOOR
118'-1"
HANGAR ROOF RIDGE
210'-2"
HANGAR DOOR HEAD
161'-5"
HANGAR ROOF
190'-2"
G H J K L M N P R R.5M.1L.3J.9
'-9
'-4
'-1
'-1
1"
'-1 0"
'-2
'-3
8' -8
1'
-8
2' -7
07 61 13.A1
07 62 00.P7 07 42 13.19
03 45 00
1 1 1 1 1
11111
'-0
0'
-2
SEE SECTIONS FOR THIS AREA
FIRST FLOOR
100'-0"
SECOND FLOOR
118'-1"
HANGAR ROOF RIDGE
210'-2"
HANGAR DOOR HEAD
161'-5"
HANGAR ROOF
190'-2"
C D E F G H J
'-0
'-9
'-4
'-1
'-1
1"
'-1 0"
'-2
'-3
8' -8
1'
-8
2' -7
07 61 13.A1
07 62 00.P7
07 42 13.19
03 45 00
0'
-2
SEE SECTIONS FOR THIS AREA
AN
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NOT FOR
CONSTRUCTION
SCALE:
US Army Corps of Engineers
SHEET OF
SHEET ID
U S
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F
G
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2 3 4 5 6 7 8 9 10 11 12
3817 NW EXPRESSWAY
SUITE 840
OKLAHOMA CITY, OK 73112
(405) 722-7270
Larson Design Group
4'-0" 8'-0" 16'-0"
3/16" = 1'-0"
A-210
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A L L
K B
L A
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F O
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N O
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M B
E R
W B
V -1
-D
-0
W B
V -2
-D
-0
D E
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B O
M B
E R
A G
IL
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C O
M M
O N
H A
N G
A R
W W
Y K
1" = 10'-0"E1
ENLARGED BUILDING ELEVATION - NORTH
1" = 10'-0"A1
ENLARGED BUILDING ELEVATION - NORTH
KEY NOTES
03 45 00 PRECAST ARCHITECTURAL CONCRETE
07 42 13.19 INSULATED METAL WALL PANELS
07 61 13.A1 STANDING SEAM METAL ROOF
07 62 00.P7 PREFINISHED METAL DOWNSPOUT
D E
S
IG
N
/2
FIRST FLOOR
100'-0"
HANGAR DOOR
99'-2"
SECOND FLOOR
118'-1"
ADMIN. ROOF
135'-0"
HANGAR ROOF RIDGE
210'-2"
HANGAR DOOR HEAD
161'-5"
HANGAR ROOF
190'-2"
421.5 32.3
0'
-2
'-0
'-9
'-5
'-1 1"
'-1
A-206
E7
1 2.9 3.9
07 42 13.19
07 61 13.A1
07 42 13.19
05 10 00.A6
07 62 00.P7
03 31 00.Z5
07 42 13.19
9 9
E302
2 22 2
EXTERIOR ELEVATIONS GENERAL NOTES
1. T.O. SLAB : 0' - 0" = GLOBAL ELEVATION: 1285.00'
2. CONTRACTOR TO VERIFY THE GLOBAL ELEVATION WITH
CIVIL PRIOR TO CONSTRUCTION
3. VERIFY GRADE AT BUILDING WITH WITH CIVIL AND
EXISTING SITE CONDITIONS.
4. COORDINATE EXTERIOR WALL FINISH CONDITIONS AT
GRADE. CONTACT CONTRACTING OFFICER WITH ANY
CONDTIONS THAT VARIES OR CONFLICT WITH THE
DETAILS INCLUDED.
5. SEE DOOR SCHEDULES AND DOOR ELEVATIONS FOR
ADDITIONAL INFORMATION NOT SHOWN.
6. REFER TO OVERALL ELEVATIONS FOR EXTERIOR FINISH
DESIGNATIONS.
7. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL
INFORMATION FOR WALL MOUNTED LIGHTING,
CONTROLS, FIXTURES, ETC.
8. REFER TO MECHANICAL FOR ADDITIONAL INFORMATION
FOR EXTERIOR WALL PENETRATIONS, VENTS, EXHAUST
FANS, DUCT AND PIPING PENETRATIONS, ETC
9. REFER TO TELECOM DRAWINGS FOR ADDITIONAL
INFORMATION FOR EXTERIOR MOUNTED SECURITY
DEVICES.
FIRST FLOOR
100'-0"
HANGAR DOOR
99'-2"
SECOND FLOOR
118'-1"
ADMIN. ROOF
135'-0"
HANGAR ROOF RIDGE
210'-2"
HANGAR DOOR HEAD
161'-5"
HANGAR ROOF
190'-2"
65 7
0'
-2
'-0
'-9
'-5
'-1 1"
'-1
1' -8
8'
-3
8"
4' -0
4"
2' -1
0"
'-3
TOWER STAIRS HANGER
ROOF LEVEL
198'-0"
TOWER STAIRS ADMIN
ROOF LEVEL
138'-6"
5.8
03 45 00
04 21 13.13
04 21 13.13
03 45 00
07 42 13.19
07 42 13.B1
E303A
E303
AN
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M
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N G
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I
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NOT FOR
CONSTRUCTION
SCALE:
US Army Corps of Engineers
SHEET OF
SHEET ID
U S
A R
M Y
C O
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S O
F E
N G
IN
E
E R
S
D R
A W
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A
B
C
D
E
F
G
H
J
2 3 4 5 6 7 8 9 10 11 12
3817 NW EXPRESSWAY
SUITE 840
OKLAHOMA CITY, OK 73112
(405) 722-7270
Larson Design Group
4'-0" 8'-0" 16'-0"
3/16" = 1'-0"
A-211
E N
L A
R G
E D
H A
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A R
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V A
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L M
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A L L
K B
L A
N D
F O
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N O
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M B
E R
W B
V -1
-D
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W B
V -2
-D
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D E
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B O
M B
E R
A G
IL
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C O
M M
O N
H A
N G
A R
W W
Y K
1" = 10'-0"A1
ENLARGED BUILDING ELEVATION - EAST
1" = 10'-0"E1
ENLARGED BUILDING ELEVATION - EAST
KEY NOTES
03 31 00.Z5 CONCRETE SLAB, RE: STRUCT.
03 45 00 PRECAST ARCHITECTURAL CONCRETE
04 21 13.13 BRICK VENEER MASONRY
05 10 00.A6 STEEL DECK, RE: STRUCT.
07 42 13.19 INSULATED METAL WALL PANELS
07 42 13.B1 PREFINISHED METAL WALL PANELS
07 61 13.A1 STANDING SEAM METAL ROOF
07 62 00.P7 PREFINISHED METAL DOWNSPOUT
D E
S
IG
N
/2
EXTERIOR ELEVATIONS GENERAL NOTES
1. T.O. SLAB : 0' - 0" = GLOBAL ELEVATION: 1285.00'
2. CONTRACTOR TO VERIFY THE GLOBAL ELEVATION WITH
CIVIL PRIOR TO CONSTRUCTION
3. VERIFY GRADE AT BUILDING WITH WITH CIVIL AND
EXISTING SITE CONDITIONS.
4. COORDINATE EXTERIOR WALL FINISH CONDITIONS AT
GRADE. CONTACT CONTRACTING OFFICER WITH ANY
CONDTIONS THAT VARIES OR CONFLICT WITH THE
DETAILS INCLUDED.
5. SEE DOOR SCHEDULES AND DOOR ELEVATIONS FOR
ADDITIONAL INFORMATION NOT SHOWN.
6. REFER TO OVERALL ELEVATIONS FOR EXTERIOR FINISH
DESIGNATIONS.
7. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL
INFORMATION FOR WALL MOUNTED LIGHTING,
CONTROLS, FIXTURES, ETC.
8. REFER TO MECHANICAL FOR ADDITIONAL INFORMATION
FOR EXTERIOR WALL PENETRATIONS, VENTS, EXHAUST
FANS, DUCT AND PIPING PENETRATIONS, ETC
9. REFER TO TELECOM DRAWINGS FOR ADDITIONAL
INFORMATION FOR EXTERIOR MOUNTED SECURITY
DEVICES.
FIRST FLOOR
100'-0"
SECOND FLOOR
118'-1"
ADMIN. ROOF
135'-0"
HANGAR ROOF RIDGE
210'-2"
HANGAR ROOF
190'-2"
T HJKLMNPRR.3 P.3 M.4N.3 L.5 K.2 H.1J.3K.1L.4P.2 N.1P.9S
0'
-2
'-0
'-2
'-1
1"
'-1
R.5 M.1 L.3 J.9R.9
03 45 00
04 21 13.13
03 45 00
04 21 13.13
03 45 00
07 42 13.19
2' -2
'-0
'-0
07 61 13.A1
07 61 13.A1
SEE SECTIONS FOR THIS AREA
FIRST FLOOR
100'-0"
SECOND FLOOR
118'-1"
ADMIN. ROOF
135'-0"
HANGAR ROOF RIDGE
210'-2"
HANGAR ROOF
190'-2"
ABCDEFGH G.9 F.8 E.7 C.6D.7 B.4C.8D.8E.8G.1H.1
0'
-2
'-1
1"
'-0
'-2
'-1
1"
'-1
03 45 00
04 21 13.13
03 45 00
04 21 13.13
03 45 00
07 62 00.P7
07 42 13.19
2' -2
'-0
'-0
SEE SECTIONS FOR THIS AREA
1 1
AN
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M
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I
I R Y
N G
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I
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NOT FOR
CONSTRUCTION
SCALE:
US Army Corps of Engineers
SHEET OF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
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B Y
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C H
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K E
D B
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D A
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C O
N T
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D E
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IP
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N
A
B
C
D
E
F
G
H
J
2 3 4 5 6 7 8 9 10 11 12
3817 NW EXPRESSWAY
SUITE 840
OKLAHOMA CITY, OK 73112
(405) 722-7270
Larson Design Group
4'-0" 8'-0" 16'-0"
3/16" = 1'-0"
A-212
E N
L A
R G
E D
H A
N G
A R
E L E
V A
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A L L
K B
L A
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F O
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B O
M B
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A G
IL
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C O
M M
O N
H A
N G
A R
W W
Y K
1" = 10'-0"A1
ENLARGED HANGAR ELEVATION - SOUTH
AREA A
1" = 10'-0"E1
ENLARGED HANGAR ELEVATION - SOUTH
AREA C
KEY NOTES
03 45 00 PRECAST ARCHITECTURAL CONCRETE
04 21 13.13 BRICK VENEER MASONRY
07 42 13.19 INSULATED METAL WALL PANELS
07 61 13.A1 STANDING SEAM METAL ROOF
07 62 00.P7 PREFINISHED METAL DOWNSPOUT
D E
S
IG
N
/2
FIRST FLOOR
100'-0"
HANGAR DOOR
99'-2"
HANGAR ROOF RIDGE
210'-2"
HANGAR DOOR HEAD
161'-5"
HANGAR ROOF
190'-2"
6 57
0'
-2
'-5
'-9
'-0
5.8
3' -0
"4 "4
'-0 "8
8'
-3
8"
'-3
5' -7
'-2
03 45 00
04 21 13.13
04 21 13.13
03 45 00
07 42 13.19
07 42 13.B1
'-3
E301A
E301
2 2 2 2 2
E300
EXTERIOR ELEVATIONS GENERAL NOTES
1. T.O. SLAB : 0' - 0" = GLOBAL ELEVATION: 1285.00'
2. CONTRACTOR TO VERIFY THE GLOBAL ELEVATION WITH
CIVIL PRIOR TO CONSTRUCTION
3. VERIFY GRADE AT BUILDING WITH WITH CIVIL AND
EXISTING SITE CONDITIONS.
4. COORDINATE EXTERIOR WALL FINISH CONDITIONS AT
GRADE. CONTACT CONTRACTING OFFICER WITH ANY
CONDTIONS THAT VARIES OR CONFLICT WITH THE
DETAILS INCLUDED.
5. SEE DOOR SCHEDULES AND DOOR ELEVATIONS FOR
ADDITIONAL INFORMATION NOT SHOWN.
6. REFER TO OVERALL ELEVATIONS FOR EXTERIOR FINISH
DESIGNATIONS.
7. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL
INFORMATION FOR WALL MOUNTED LIGHTING,
CONTROLS, FIXTURES, ETC.
8. REFER TO MECHANICAL FOR ADDITIONAL INFORMATION
FOR EXTERIOR WALL PENETRATIONS, VENTS, EXHAUST
FANS, DUCT AND PIPING PENETRATIONS, ETC
9. REFER TO TELECOM DRAWINGS FOR ADDITIONAL
INFORMATION FOR EXTERIOR MOUNTED SECURITY
DEVICES.
FIRST FLOOR
100'-0"
HANGAR DOOR
99'-2"
HANGAR ROOF RIDGE
210'-2"
HANGAR DOOR HEAD
161'-5"
HANGAR ROOF
190'-2"
4 2 1.53
'-5
'-9
'-0
0'
-2
A-206
E2
12.93.9
05 10 00.A6
07 42 13.19
07 62 00.P7
07 42 13.B1
07 42 13.19
07 61 13.A1
03 45 00
04 21 13.13
03 45 00
04 21 13.13
03 45 00
E300
E300A
2 2 2 2
AN
R P
M
E L
I
I R Y
N G
E S
I
D
NOT FOR
CONSTRUCTION
SCALE:
US Army Corps of Engineers
SHEET OF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
X
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
M A
R K
D E
S C
R
IP
T
IO
N
D A
T E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
A
B
C
D
E
F
G
H
J
2 3 4 5 6 7 8 9 10 11 12
3817 NW EXPRESSWAY
SUITE 840
OKLAHOMA CITY, OK 73112
(405) 722-7270
Larson Design Group
4'-0" 8'-0" 16'-0"
1/8" = 1'-0"
A-213
E N
L A
R G
E D
H A
N G
A R
E L E
V A
T
IO
N S
W
E S
T
T
IN
K E
R A
IR
F
O R
C E
B A
S E
O
K
T U
L S
A D
IS
T
R
IC
T E
S
T S
T R
E E
T T
U L S
A O
K
-4
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
R S
IL
E
R
R U
L M
S N
A L L
K B
L A
N D
F O
R D
N O
V E
M B
E R
W B
V -1
-D
-0
W B
V -2
-D
-0
D E
S
IG
N
B O
M B
E R
A G
IL
E
C O
M M
O N
H A
N G
A R
W W
Y K
1" = 10'-0"A1
ENLARGED BUILDING ELEVATION - WEST
1" = 10'-0"E1
ENLARGED BUILDING ELEVATION - WEST
D E
S
IG
N
/2
/2
KEY NOTES
03 45 00 PRECAST ARCHITECTURAL CONCRETE
04 21 13.13 BRICK VENEER MASONRY
05 10 00.A6 STEEL DECK, RE: STRUCT.
07 42 13.19 INSULATED METAL WALL PANELS
07 42 13.B1 PREFINISHED METAL WALL PANELS
07 61 13.A1 STANDING SEAM METAL ROOF
07 62 00.P7 PREFINISHED METAL DOWNSPOUT
| V1_80 ARCHITECTURAL |
| Sheets |
| A-207 - ENLARGED BUILDING ELEVATIONS - SOUTH CONT. |
| A-210 - ENLARGED HANGAR ELEVATIONS - NORTH |
| A-211 - ENLARGED HANGAR ELEVATIONS - EAST |
| A-212 - ENLARGED HANGAR ELEVATIONS - SOUTH |
| A-213 - ENLARGED HANGAR ELEVATIONS - WEST |
File details come from the government source that posted it. Updated .