WWYK263009_65 Drawings_Volume 1_Part6_Part4_Part2.pdf
PDF 10 MB Posted
- Solicitation number
- W912BV25S0014
About this file
This file contains architectural drawings showing building sections and wall sections for the Bomber Agile Common Hangar (BACH) project at Tinker Air Force Base. The drawings, dated November 20, 2024, are at 65% design completion and were prepared by Larson Design Group for the US Army Corps of Engineers Tulsa District.
The drawings provide detailed cross-sectional views of the hangar facility, showing key architectural elements including: a hangar bay with roof ridge height of 210'-2", bridge crane zones with 65' minimum hook height, administrative areas, draft curtains, standing seam metal roofs, insulated metal wall panels, and various support spaces across two floors. The sections illustrate structural components like steel framing, concrete foundations, and precast architectural concrete panels. Specific R-value requirements are noted for the building envelope: R-40 for the roof (6" polyisocyanurate insulation), R-20/R-29 for continuous wall insulation, and R-9 for overhead coiling doors. The drawings include precise dimensional information and material specifications necessary for construction bidding and execution.
View the file
Other files
Show 40 more
Latest 50 of 95 listed here. See the rest on GovTribe.
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
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"
A-501
D6 65
3.51.5 3
A-304
A8
A-304
A3
A-304
A9 A-305
A9 1" / 1'-0" 1" / 1'-0"
HANGAR BAY
EXIT PASSAGEWAY
CORRIDOR
CONF
218J
CONF
218I
COPY
218H
STAIR
SA1
VEST.
STAIR
SA1
1/2" / 1'-0"
BRIDGE CRANE "ZONE"
DRAFT CURTAIN, RE: STRUCT.DRAFT CURTAIN, RE: STRUCT.
MAX.
12'-0"
MAX.
12'-0"
H O
O K
H E
IG
H
T
'-0
M
IN
E
1A
E
0A
E
2 2 2 2 2 2 2 2
VEST.
130 02
H
E
E300 E301
8H
TOWER STAIRS HANGER
ROOF LEVEL
198'-0"
2.9 5.8
3.9
LO STOR
A-610
G5 Sim
A-610
C5 Sim
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"
A-305
A6
A-304
A6
1" / 1'-0" 1" / 1'-0"
1/2" / 1'-0"
HANGAR ROOF
190'-2"
6542 73.51.5 2.8 3
BRIDGE CRANE "ZONE"
12'-0" MAX.12'-0" MAX.
H O
O K
H E
IG
H
T
'-0
M
IN
DRAFT CURTAIN, RE: STRUCT.DRAFT CURTAIN, RE: STRUCT.
A-304
A3
A-305
A3
TOOL CRIB
SHEET METAL
OPEN OFFICE
HANGAR DOCK #2
HANGAR DOCK #4
TOOL CHECKOUT
OFFICE
202E
5 14
2K
2 2 2 2
T.O. STEEL @ CATWALK
178'-11"
1/2" / 1'-0"
3.9
22 2 2
E
1A
E
0A
FIRST FLOOR
100'-0"
SECOND FLOOR
118'-1"
ADMIN. ROOF
135'-0"
HANGAR ROOF RIDGE
210'-2"
HANGAR DOOR HEAD
161'-5"
HANGAR ROOF
190'-2"
1.5 2.6 31.6
A-304
A1
A-304
A3
A-305
A1
A-305
A3
A-401
F10
1" / 1'-0" 1" / 1'-0"
BRK
CORRIDOR
HANGAR DOCK #1
HANGAR DOCK #3
CORRIDOR
118A
VEST.
VEST.
BRK RM/TORNADO
SHELTER
W
021B
1/2" / 1'-0"
BRIDGE CRANE "ZONE"MAX.
12'-0"
MAX.
12'-0"
DRAFT CURTAIN, RE: STRUCT.DRAFT CURTAIN, RE: STRUCT.
H O
O K
H E
IG
H
T
'-0
M
IN
E126 11
S 1B
4D
S B
2 2 2 2 2 2 2 2
E
1A
E
0A
2.3
5.8
E
7A
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
8'-0" 16'-0" 32'-0"
1/16" = 1'-0"
A-301
B U
IL
D
IN
G
S E
C T
IO
N
S
T
IN
K E
R A
IR
F
O R
C E
B A
S E
O
K
T U
L S
A D
IS
T
R
IC
T E
S
T S
T R
E E
T T
U L S
A O
K
-4
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
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
1/16" = 1'-0"G1
BUILDING SECTION
1/16" = 1'-0"A1
BUILDING SECTION
1/16" = 1'-0"D1
BUILDING SECTION
D E
S
IG
N
/2
/2
SECOND FLOOR
118'-1"
ADMIN. ROOF
135'-0"
HANGAR ROOF RIDGE
210'-2"
HANGAR DOOR HEAD
161'-5"
HANGAR ROOF
190'-2"
6542 73.51.5 3
3' -5
/1
1 3.9
12'-0" MAX.12'-0" MAX.
H O
O K
H E
IG
H
T
'-0
M
IN
DRAFT CURTAIN, RE: STRUCT.DRAFT CURTAIN, RE: STRUCT.
BRIDGE CRANE "ZONE"
2 2 222222
HANGAR DOCK #4
HANGAR DOCK #2
FOM STORAGE
LANDING GEAR SHOP
003 E
3A
H
3A
E
0A
E
1A
E403
H
FIRST FLOOR
100'-0"
HANGAR DOOR
99'-2"
SECOND FLOOR
118'-1"
ADMIN. ROOF
135'-0"
HANGAR DOOR HEAD
161'-5"
HANGAR ROOF
190'-2"
TA B C D E F G H J K L M N P R S
BRIDGE CRANE "ZONE"
H O
O K
H E
IG
H
T
'-0
M
IN
MAX.
15'-0"
MAX.
15'-0"
HANGAR DOCK #4
HANGAR DOCK #3
HANGAR BAY
111 1 1 1 2
H
3A
H
3B
H
5 16H105A H102
H
1H101A
H
H118 16 H128
H S
A
DRAFT CURTAIN, RE: STRUCT.DRAFT CURTAIN, RE: STRUCT.
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"
A-308
A1
HANGAR ROOF
190'-2"
T ABCDEFGHJKLMNPRS
BRIDGE CRANE "ZONE"
H O
O K
H E
IG
H
T
'-0
M
IN
MAX.
15'-0"
MAX.
15'-0"
DRAFT CURTAIN, RE: STRUCT.DRAFT CURTAIN, RE: STRUCT.
H
H
3 H003AH004A
H
4H005A
H
5H006A
H
H007A
H
H
H025A
H
1 1 1 1 1 1 1
1111111
HANGAR DOCK #3
HANGAR DOCK #4
HANGAR BAY
D O
O R
H E
A D
H E
IG
H
T
'-3
M
IN
H
5 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
8'-0" 16'-0" 32'-0"
1/16" = 1'-0"
A-302
B U
IL
D
IN
G
S E
C T
IO
N
S
T
IN
K E
R A
IR
F
O R
C E
B A
S E
O
K
T U
L S
A D
IS
T
R
IC
T E
S
T S
T R
E E
T T
U L S
A O
K
-4
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
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
1/16" = 1'-0"G1
BUILDING SECTION
1/16" = 1'-0"D1
BUILDING SECTION
1/16" = 1'-0"A1
BUILDING SECTION
D E
S
IG
N
/2
HANGAR DOOR
99'-2"
SECOND FLOOR
118'-1"
ADMIN. ROOF
135'-0"
HANGAR ROOF RIDGE
210'-2"
HANGAR DOOR HEAD
161'-5"
A-306
A4
HANGAR ROOF
190'-2"
T ABCDEFGHJKNPR M.4 E.7S
A-306
A6
A-306
A9
A-306
A4
SIM/OPP
4 3 3
2 1 1 1
3 3
1 1
S A
1A
8F
8G
8E
8D
8C
8B
8A
H128 16
H
5 H105A
2B
2A
2C
2D
2E
2F
4C H102
H
1 H101A
PMD
STAIR
SA1
AMXS
LO STOR
DOCK OFFICE
CORRIDOR
118A
WOMENS
JAN
MENS
MECH
RECYCLING
MECH
DOCK OFFICE
CORRIDOR
TOOL CRIB
OPEN OFFICE
HAZ STOR
FOM STORAGE
CORRIDOR
100A
TOWER STAIRS HANGER
ROOF LEVEL
198'-0"
TOWER STAIRS ADMIN
ROOF LEVEL
138'-6"
R.5 L.3R.9
SFTWR
FOM OFF.
101A
4A
4B
FIRST FLOOR
100'-0"
SECOND FLOOR
118'-1"
ADMIN. ROOF
135'-0"
HANGAR ROOF RIDGE
210'-2"
HANGAR DOOR HEAD
161'-5"
HANGAR ROOF
190'-2"
BCDEFGHJKMNPRR.3 P.3 M.4N.3 K.2 G.9 F.8 E.7 C.6D.7S
A-307
A1
A-307
A3
A-307
A6
A-307
A9
E
8G
8F
8D
8E
8B
8A
S A
7BH128
5C
2B
2A
2C
2D
2E
4C
H105A
H
H
1 H101A
4 3 3 3
2 1 1 1
FOM STORAGE
COMPOSITE
104A
TOOL CRIB
CORRIDOR
PSC
BRK RM/TORNADO
SHELTER
LO STOR
PMD
EXIT PASSAGEWAY
AMXS
STAIR
SB2
STAIR
SB1
BRK
BRK
SCHED OFF
CTR TRNG
COLLAB
202K
OPEN OFFICE
OFFICE
202J
T.O. STEEL @ GRID 3
137'-6 1/2"
TOWER STAIRS HANGER
ROOF LEVEL
198'-0"
TOWER STAIRS ADMIN
ROOF LEVEL
138'-6"
R.5 L.3R.9
COMM
MECH
CONF
218I 21 8C
FIRST FLOOR
100'-0"
SECOND FLOOR
118'-1"
HANGAR ROOF
190'-2"
T ABCDEFGHJKLMNPR H.1J.3P.2S M.1
E
E
E026A E025A
E
E021A
E016 E015
E007A
E
E
6 E006A E005A
E
E
E
E
2E003AE004A
DLA/IPV
COMPOSITE
WOMENS
CORRIDOR
BRK RM/TORNADO
SHELTER
ELEC
MECH
DOCK OFFICE
CORRIDOR
MENS
SHEET METAL
TIRE (OPEN) SHOP
ENGINE SHOP
LANDING GEAR SHOP
CORRIDOR
CORRIDOR
A-807
A1
A-807
A4
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
8'-0" 16'-0" 32'-0"
1/16" = 1'-0"
A-303
B U
IL
D
IN
G
S E
C T
IO
N
S
T
IN
K E
R A
IR
F
O R
C E
B A
S E
O
K
T U
L S
A D
IS
T
R
IC
T E
S
T S
T R
E E
T T
U L S
A O
K
-4
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
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
1/16" = 1'-0"D1
BUILDING SECTION
1/16" = 1'-0"G1
BUILDING SECTION
D E
S
IG
N
/2
/2
1/16" = 1'-0"A1
BUILDING SECTION
SECOND FLOOR
118'-1"
ADMIN. ROOF
135'-0"
1.5
RIGID INSULATION
PRECAST ARCHITECTURAL
CONCRETE
PRECAST ARCHITECTURAL
CONCRETE
ACOUSTICAL CEILING TILE
STEEL ROOF JOISTS,
RE: STRUCT.
CONCRETE
FOUNDATION -
REFER
TO STRUCTURAL
DRAWINGS
BRICK VENEER MASONRY
STEEL FRAMING, RE:
STRUCT.
STEEL DECK, RE: STRUCT.
POLYISOCYANURATE
INSULATION BOARD
FIBERGLASS MAT FACED
GYPSUM ROOF BOARD
TAPERED RIGID INSULATION
CONCRETE SLAB, RE: STRUCT.
CONCRETE SLAB, RE: STRUCT.
TRANSLUCENT FIBERGLASS
SANDWICH PANEL ASSEMBLY
PRE-MANUFACTURED
ALUMINUM SUNSHADE
GENERAL NOTES (WALL SECTION):
1. REFER SHEET A-151 FOR GUTTER AND
DOWNSPOUT SIZES.
2. R-VALUES FOR EXTERIOR ENVELOPE:
MATERIAL R-VALUE
ROOF R-40
LOCATION
6" POLYISOCYANURATE
BOARD INSULATION
WALL
CONTINUOUS
R-20 / R-29
3.5" RIGID INSULATION /
4" INSULATED MTL PNL
WALL
STUD CAVITY
N/A
NONE REQUIRED
(FOR THERMAL
PERFORMANCE)
GRADE BEAM NONE REQUIRED N/A
1" POLYURETHANE R-9
OH COILING
DOORS
FIRST FLOOR
100'-0"
SECOND FLOOR
118'-1"
COILING DOOR INSULATED
PANEL
DOORS AND FRAMES
PRECAST ARCHITECTURAL
CONCRETE
RIGID INSULATION
PRECAST ARCHITECTURAL
CONCRETE
BRICK FINISH SEE EXTERIOR
ELEVATIONS
CONCRETE FOUNDATION - REFER
TO STRUCTURAL DRAWINGS
CONCRETE SLAB ON
GRADE REFER TO
STRUCTURAL
DRAWINGS
1/2"
2 1/2"
3 1/2"
7"
POLYISOCYANURATE
INSULATION BOARD
1' -4
4"
4' -5
/4
8"
6' -2
/4
'-0
A-610
G1
A-610
C1
FIRST FLOOR
100'-0"
SECOND FLOOR
118'-1"
ADMIN. ROOF
135'-0"
ALUMINUM SUNSHADE
OUTRIGGER
ALUMINUM SUNSHADE
OUTRIGGER
ALUMINUM SUNSHADE
OUTRIGGER
1' -1
5/
8" 8'
-4
/4
7' -1
1/
8"
1' -0
4'
-1
'-1
0"
BAR JOIST FRAMING
REFER TO STRUCTURAL
DRAWINGS
ALUMINUM SUNSHADE
OUTRIGGER
CONCRETE
FOUNDATION - REFER
TO STRUCTURAL
DRAWINGS
STEEL FRAMING SEE
STRUCTURAL
DRAWINGS
CONCRETE SLAB ON METAL
DECKING SEE STRUCTURAL
DRAWINGS
WINDOW SYSTEM SEE FLOOR
PLANS FOR TYPE
PRECAST ARCHITECTURAL
CONCRETE
RIGID INSULATION
PRECAST ARCHITECTURAL
CONCRETE
BRICK FINISH SEE
EXTERIOR ELEVATIONS
POLYISOCYANURATE
INSULATION BOARD
STANDING SEAM METAL ROOF
METAL DECKING SEE
STRUCTURAL
ADMIN. ROOF
135'-0"
HANGAR DOOR HEAD
161'-5"
HANGAR ROOF
190'-2"
INSULATED METAL WALL
PANELS
T.O. STEEL @ GRID 3
137'-6 1/2"
TOWER STAIRS ADMIN
ROOF LEVEL
138'-6"
2.9
FIRST FLOOR
100'-0"
SECOND FLOOR
118'-1"
ADMIN. ROOF
135'-0"
CONCRETE SLAB, RE: STRUCT.
ALUMINUM SUNSHADE
OUTRIGGER
ACOUSTICAL CEILING TILE
STEEL ROOF JOISTS,
RE: STRUCT.
ALUMINUM FIXED WINDOW
STEEL DECK, RE: STRUCT.
POLYISOCYANURATE
INSULATION BOARD
FIBERGLASS MAT FACED
GYPSUM ROOF BOARD
TAPERED RIGID INSULATION
FIBERGLASS MAT FACED
GYPSUM ROOF BOARD
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
1'-0" 2'-0" 4'-0"
1/2" = 1'-0"
A-304
W A
L L S
E C
T
IO
N S
T
IN
K E
R A
IR
F
O R
C E
B A
S E
O
K
T U
L S
A D
IS
T
R
IC
T E
S
T S
T R
E E
T T
U L S
A O
K
-4
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
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
1/2" = 1'-0"A6
WALL SECTION
1/2" = 1'-0"A3
WALL SECTION
1/2" = 1'-0"A1
WALL SECTION
1/2" = 1'-0"A9
WALL SECTION
1/2" = 1'-0"A8
WALL SECTION
D E
S
IG
N
/2
GENERAL NOTES (WALL SECTION):
1. REFER SHEET A-151 FOR GUTTER AND
DOWNSPOUT SIZES.
2. R-VALUES FOR EXTERIOR ENVELOPE:
MATERIAL R-VALUE
ROOF R-40
LOCATION
6" POLYISOCYANURATE
BOARD INSULATION
WALL
CONTINUOUS
R-20 / R-29
3.5" RIGID INSULATION /
4" INSULATED MTL PNL
WALL
STUD CAVITY
N/A
NONE REQUIRED
(FOR THERMAL
PERFORMANCE)
GRADE BEAM NONE REQUIRED N/A
1" POLYURETHANE R-9
OH COILING
DOORS
FIRST FLOOR
100'-0"
SECOND FLOOR
118'-1"
ADMIN. ROOF
135'-0"
HANGAR DOOR HEAD
161'-5"
ACOUSTICAL CEILING TILE
TRANSLUCENT FIBERGLASS
SANDWICH PANEL ASSEMBLY
TRANSLUCENT FIBERGLASS
SANDWICH PANEL ASSEMBLY
PREFINISHED METAL
DOWNSPOUT
POLYISOCYANURATE
INSULATION BOARD
STEEL COLUMN, RE:
STRUCT.
STEEL FRAMING, RE:
STRUCT.
STEEL FRAMING, RE:
STRUCT.
PRECAST ARCHITECTURAL
CONCRETE
CATWALK FRAMING, RE:
STRUCT.
PRECAST ARCHITECTURAL
CONCRETE
PRECAST ARCHITECTURAL
CONCRETE
RIGID INSULATION
ACOUSTICAL CEILING
SUSPENSION ASSEMBLIES
SELF-ADHERING ROOF
UNDERLAYMENT
STANDING SEAM METAL ROOF
STEEL DECK, RE: STRUCT.
3.9
INSULATED METAL WALL
PANELS
FIRST FLOOR
100'-0"
SECOND FLOOR
118'-1"
ADMIN. ROOF
135'-0"
HANGAR DOOR HEAD
161'-5"
CONCRETE FOOTING,
RE: STRUCT.
STEEL COLUMN, RE:
STRUCT.
STEEL FRAMING, RE:
STRUCT.
INSULATED METAL WALL
PANELS
GIRT FRAMING, RE:
STRUCT.
POLYISOCYANURATE
INSULATION BOARD
STANDING SEAM METAL ROOF
STEEL FRAMING, RE:
STRUCT.
POLYISOCYANURATE
INSULATION BOARD
PRECAST ARCHITECTURAL
CONCRETE
PRECAST ARCHITECTURAL
CONCRETE
STEEL DECK, RE: STRUCT.
SELF-ADHERING ROOF
UNDERLAYMENT
STEEL DECK, RE: STRUCT.
DRAFT CURTAIN, RE: STRUCT.
RIGID INSULATION
CONCRETE SLAB, RE: STRUCT.
LOAD-BEARING CMU, RE:
STRUCT.
CONCRETE SLAB, RE: STRUCT.
STEEL DECK, RE: STRUCT.
FIRST FLOOR
100'-0"
SECOND FLOOR
118'-1"
ADMIN. ROOF
135'-0"
PRECAST ARCHITECTURAL
CONCRETE
RIGID INSULATION
PRECAST ARCHITECTURAL
CONCRETE
CONCRETE FOOTING,
RE: STRUCT.
CONCRETE SLAB ON
GRADE REFER TO
STRUCTURAL DRAWINGS
STEEL FRAMING REFER
TO STRUCTURAL
DRAWINGS
STEEL JOIST, RE:
STRUCT.
INSULATED METAL WALL
PANELS
STANDING SEAM METAL ROOF
POLYISOCYANURATE
INSULATION BOARD
TRANSLUCENT FIBERGLASS
SANDWICH PANEL ASSEMBLY
TRANSLUCENT FIBERGLASS
SANDWICH PANEL ASSEMBLY
STEEL GIRT, RE: STRUCT.
FIBERGLASS MAT FACED
GYPSUM ROOF BOARD
STEEL DECK, RE: STRUCT.
SELF-ADHERING ROOF
UNDERLAYMENT
3.9
FIRST FLOOR
100'-0"
ADMIN. ROOF
135'-0"
HANGAR DOOR HEAD
161'-5"
CONCRETE FOOTING,
RE: STRUCT.
STEEL COLUMN, RE:
STRUCT.
STEEL FRAMING, RE:
STRUCT.
POLYISOCYANURATE
INSULATION BOARD
STEEL DECK, RE: STRUCT.
STEEL GIRT, RE:
STRUCT.
INSULATED METAL WALL
PANELS
STEEL FRAMING, RE:
STRUCT.
STEEL FRAMING, RE:
STRUCT.
POLYISOCYANURATE
INSULATION BOARD
STANDING SEAM METAL ROOF
STEEL DECK, RE: STRUCT.
CONCRETE SLAB, RE: STRUCT.
PRECAST ARCHITECTURAL
CONCRETE
RIGID INSULATION
PRECAST ARCHITECTURAL
CONCRETE
H
PREFINISHED METAL
DOWNSPOUT
POLYISOCYANURATE
INSULATION BOARD
SELF-ADHERING ROOF
UNDERLAYMENT
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
2'-0" 4'-0" 8'-0"
1/4" = 1'-0"
A-305
W A
L L S
E C
T
IO
N S
T
IN
K E
R A
IR
F
O R
C E
B A
S E
O
K
T U
L S
A D
IS
T
R
IC
T E
S
T S
T R
E E
T T
U L S
A O
K
-4
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
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
1/4" = 1'-0"A1
WALL SECTION
1/4" = 1'-0"A3
WALL SECTION
1/4" = 1'-0"A6
WALL SECTION
1/4" = 1'-0"A9
WALL SECTION
D E
S
IG
N
/2
| V1_80 ARCHITECTURAL |
| Sheets |
| A-301 - BUILDING SECTIONS |
| A-302 - BUILDING SECTIONS |
| A-303 - BUILDING SECTIONS |
| A-304 - WALL SECTIONS |
| A-305 - WALL SECTIONS |
File details come from the government source that posted it. Updated .