B.08 W912HN-20-B-3002_VOL1_AMD5.pdf
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- Solicitation number
- W912HN20B3002
About this file
This document package includes construction plans and specifications for a personnel recovery hangar project at Moody Air Force Base. The solicitation was posted on June 23, 2020 for a full and open competition with a bid opening date of the same day at 2:00 PM Eastern Time. The construction work includes demolition of existing buildings, site utilities, a new pre-engineered metal hangar, and interior renovations. The project is being conducted by the Department of the Army Corps of Engineers Savannah District for required personnel recovery hangar facilities.
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WV
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LP
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"STOP"
4'x4' CONC. PAD
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S I J A
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"STOP"
BUILDING B
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TOP: 227.49
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EXISTING CHAINLINK
SECURITY FENCE
PIV
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SANITARY MANHOLE
NORTH RIM: 228.14'
INV A: 219.71'
INV B: 219.74'
INV C: 220.33'
INV D: 219.65'
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SANITARY SEWER MH
NORTH RIM: 227.34'
INV A: 217.93'
INV B: 217.87'
SANITARY SEWER MH
NORTH RIM: 226.09'
INV A: 217.14'
INV A DROP: 213.62'
INV B: 213.60'
A
B
A
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TANK 2
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TOP: 226.06'
INV IN: 219.38'
INV OUT: 216.88'
25' BUFFER
ASPHALT PAVING
PROJECT BASE POINT
E: 358787.0675
N: 2598654.7205
S
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226.78
226.86
224.24
223.68
223.90
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TOP: 227.58
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TOP: 227.76
24" RCP INV OUT=222.26
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TOP: 228.39
24" RCP INV IN=219.89
24" RCP INV OUT=219.87
JB
TOP: 227.58
42" RCP INV IN=218.78
42" RCP INV OUT=218.74
DI
TOP: 224.94
8" PVC INV IN=223.39
18" RCP INV IN=219.24
DI
TOP: 226.35
18" RCP INV IN=221.05
36" RCP INV IN=219.91
36" RCP INV OUT=219.65
DI
TOP: 225.55
36" RCP INV IN=218.63
42" RCP INV OUT=218.37
DI
TOP: 227.06
36" RCP INV IN=220.84
36" RCP INV OUT=220.58
HEADWALL
48" RCP INV=215.81
DI
TOP: 222.63
15" RCP INV IN=218.5
15" RCP INV IN=217.14
48" RCP INV IN=217.08
48" RCP INV OUT=216.53
DI
TOP: 220.10
15" RCP INV OUT=217.86
JB
TOP: 223.35
48" RCP INV IN=216.93
48" RCP INV OUT=216.89
15" RCP INV IN=220.23
24" RCP INV IN=219.15
36" RCP INV IN=218.71
42" RCP INV OUT=218.36
DI
TOP: 225.78
42" RCP INV IN=218.21
48" RCP INV OUT=218.18
JB
TOP: 226.11
15" RCP INV IN=217.63
48" RCP INV IN=217.16
48" RCP INV OUT=217.19
DI
TOP: 223.61
15" RCP INV IN=220.15
TRENCH DRAIN
TOP: 223.65
15" RCP INV OUT=219.37
A
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EXTENT OF DEMOLITION
EXTENT OF DEMOLITION
EXTENT OF DEMOLITION
EXTENT OF DEMOLITION
EXTENT OF DEMOLITION
L I M
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LIMITS OF CONSTRUCTION
L I M
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LIMITS OF CONSTRUCTION
L I M
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BUILDING 655
LP
EXIST. LIGHT
CONTROLS
EXIST. HIGH
MAST LIGHT POLE
EXIST. LIGHT
CONTROLS
EXIST. HIGH
MAST LIGHT POLE
W
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BUILDING 645
(TO REMAIN)
AIRCRAFT PARTS STORE
HC-130/HH-60
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US Army Corps of Engineers ®
C A
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D
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F I L
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N
A M
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ISSUED FOR CONSTRUCTION
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CD101
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FFE
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SIGN
PP,
GP,
CB
DI
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PIV,
DEMOLITION FOR
PAVEMENT, STRUCTURE,
OR BUILDING
SPOT ELEVATION
FINISHED FLOOR ELEVATION
CHAIN LINK FENCE
GAS LINE
WATER LINE
POST INDICATOR VALVE
FIRE HYDRANT
WATER VALVE
GAS VALVE
CORRUGATED PLASTIC PIPE
POLYVINYL CHLORIDE PIPE
JUNCTION BOX
CATCH BASIN
DROP INLET
AIR CONDITIONER
ELECTRIC MANHOLE
ELECTRIC METER
UG COMMUNICATIONS
GUY POLE
POWER POLE
LIGHT POLE
EXISTING CONCRETE
EXISTING ASPHALT
Know what's below.
Call before you dig
WETLANDS DELINEATION
BOUNDARY
MATCHLINE
SEE SHEET CD102
LIMITS-OF-CONSTRUCTION
30 0 30 60 90
GRAPHIC SCALE: 1 INCH = 30 FEET
DEMOLITION PLAN 1
SCALE: 1" = 30'
N O
R T
H
G E
O R
G
W
S
T
Z
O N
E
N A
D
DRAINAGE AND DEWATERING NOTE
ALL EXCAVATIONS SHALL BE PERFORMED SO THAT THE SITE AND AREA
IMMEDIATELY SURROUNDING THE SITE WHICH AFFECTS CONSTRUCTION
OPERATIONS WILL BE CONTINUALLY AND EFFECTIVELY DRAINED. THE
CONTRACTOR SHALL PROVIDE DRAINAGE AND DEWATERING AS REQUIRED TO
ENSURE THAT ALL FOOTING EXCAVATIONS ARE ACCOMPLISHED WITH THE
SUBGRADE SOILS REMAINING DRY AND FIRM UNTIL AFTER FOOTINGS ARE
PLACED AND BACKFILLED. REMOVAL OF SURFACE WATER, GROUNDWATER,
AND ANY PERCHED-WATER CONDITIONS, WHICH MIGHT BE ENCOUNTERED
DURING EXCAVATIONS SHALL BE ACCOMPLISHED BY APPROVED MEANS.
REFER TO SPECIFICATION 31 00 00 EARTHWORK FOR ADDITIONAL
REQUIREMENTS.
DEMOLITION NOTES
1. CONTRACTOR SHALL CONDUCT DEMOLITION ACTIVITIES WITHOUT
INTERFERING WITH VEHICLE AND PEDESTRIAN TRAFFIC IN ADJACENT
AREAS.
2. INITIAL EROSION CONTROL SHALL BE INSTALLED PRIOR TO AND
CONCURRENTLY WITH SITE DEMOLITION.
3. CONTRACTOR SHALL PROTECT UTILITIES NOT SCHEDULED FOR
DEMOLITION FROM DAMAGE. AT NO ADDITIONAL COST TO THE OWNER,
THE CONTRACTOR SHALL REPLACE OR REPAIR ITEMS DAMAGED
BEYOND THE LIMITS OF DEMOLITION SHOWN.
4. REMOVE EXISTING ABOVE/BELOW GRADE DEMOLITION AS INDICATED
TO BE REMOVED, TO THE LIMIT INDICATED.
5. CONTRACTOR TO REMOVE ALL DEBRIS, RUBBISH AND WASTE
MATERIALS FROM THE SITE. DO NOT STOCKPILE DEBRIS ON SITE. ALL
MATERIALS TO DISPOSED IN A LEGAL MANNER.
6. DEMOLITION OF THE EXISTING PUMP HOUSE, BLDG 652, AND BLDG 655
WILL CONSIST OF REMOVAL OF WALLS, ROOF, FOUNDATION AND ANY
WIRING, CONDUIT AND PIPING ASSOCIATED WITH THE BUILDING. THE
EXTERNAL WATER TANKS ARE ALSO TO BE REMOVED ALONG WITH ANY
FOUNDATION ASSOCIATED WITH THEM.
7. THE EXISTING 12" FIRE MAIN WHICH RUNS ALONG SIJAN ST. AND THE
FRONT SIDE OF THE EXISTING PUMP HOUSE, BLDG 652, (AND, TURNING
NORTH, TO THE WEST SIDE OVERHANG AREA OF REMAINING BLDG 645)
WILL BE REMOVED SOUTH OF THE PUMP HOUSE WHERE THE
DEMOLITION HATCH PATTERN STARTS AT BOTTOM OF SHEET CD102
(APPROX. 250 FT. FROM PUMP HOUSE) AND WILL BE REMOVED UP TO
THE WEST SIDE OVERHANG AREA OF REMAINING BLDG 645. THE
APPROXIMATE LENGTH OF 12" PIPE TO REMOVE IS 525 LF. BOTH
REMAINING CUT ENDS OF THIS PIPE WILL BE CAPPED UNTIL A PIPE
BYPASS IS INSTALLED DURING CONSTRUCTION - SEE CIVIL UTILITIES
PLANS CU201 AND CU202 FOR MORE INFORMATION. ANY VALVES OR
OTHER DEVICES ASSOCIATED WITH THE REMOVED SECTION OF THIS
PIPE IS ALSO TO BE REMOVED.
8. ALL WIRING, CONDUIT AND PIPING THAT RUN ALONG SIJAN ST. AND ARE
WITHIN THE DEMOLITION HATCHING ON SHEETS CD101 AND CD102 IS
TO BE REMOVED ALONG WITH ASSOCIATED ABOVE-GROUND
EQUIPMENT AND CONCRETE PADS AND UNDERGROUND ACCESS AREAS
(MANHOLES).
9. ALL UNDERGROUND UTILITIES THAT RUN ALONG SIJAN ST. AND ARE
SHOWN TO BE REMOVED ON SHEETS CD101 AND CD102 ARE TO BE
REMOVED ALONG WITH ANY ASSOCIATED ABOVE-GROUND EQUIPMENT
AND CONCRETE PADS. ALL UTILITIES SHALL BE TERMINATED AT THE
NEAREST MANHOLE OR JUNCTION NOT SHOWN TO BE REMOVED.
EXISTING STORMWATER PIPING
DEMOLITION NOTES (continued)
15. DISCONNECT AND SEAL OFF ABANDONED UTILITIES AND UTILITIES TO
BE REMOVED PRIOR TO THE START OF ANY OTHER DEMOLITION
ACTIVITIES. UTILITIES SHALL BE DISCONNECTED BELOW EXISTING
GRADE LEVEL, OR OUTSIDE OF CONTRACT LIMITS BY
REPRESENTATIVES OF THE PUBLIC UTILITY BEING DISCONNECTED.
MAINTAIN UTILITY SERVICE TO FACILITIES IN USE.
16. CONTRACTOR SHALL OBTAIN ANY PERMITS REQUIRED BY THE DEPT.
OF DEFENSE AND/OR LOWNDES COUNTY AND SHALL BE POSTED
ON-SITE AT ALL TIMES DURING DEMOLITION WORK OR ANY LAND
DISTURBING ACTIVITIES.
17. EXISTING APRON LIGHTING TO BE RELOCATED. RETAIN AND
PROTECT EXISTING WIRING DURING DEMOLITION.
LEGEND
UTILITIES TO BE DEMOLISHED
REMOVE AND
REPLACE STORM
STRUCTURE AND PLUG
REMAINING 15" PIPE.
SEE DRAINAGE PLAN.
REMOVE EXISTING GRATE
AND FRAME. DRAINAGE
STRUCTURE TO BE
MODIFIED AS SHOWN ON
DRAINAGE PLAN.
REMOVE EXISTING GRATE
AND FRAME. DRAINAGE
STRUCTURE TO BE
MODIFIED AS SHOWN ON
DRAINAGE PLAN.
SAW CUT AND REMOVE CONCRETE TO
FACILITATE PROPOSED CONSTRUCTION
AROUND HYDRAULIC TRUCK LOADING DOCK
AND IN CONJUNCTION w/ NEW PAVEMENT.
THIS PORTION OF
LOADING DOCK
TO REMAIN.
OVERALL DEMOLITION BNDY
G G
EXISTING BUILDING
DEMOLITION NOTES (continued)
10. UTILITIES RUNNING PARALLEL TO AND CROSS SIJAN ST. TO THE NORTH
OF THE EXISTING PUMP HOUSE ARE TO REMAIN. THEY ARE THE
EXISTING BYPASS, CALLED THE 'EXISTING UTILITIES CORRIDOR'. THEY
PASS SOUTH AND TO THE WEST OF THIS CONSTRUCTION. THEY WILL
BE UTILIZED AS NEEDED FOR THIS CONSTRUCTION - SEE CIVIL SHEETS
CU201 AND CU202 FOR MORE INFORMATION.
11. EXCEPT WHERE SHOWN ON THIS SHEET, ALL EXISTING STORMWATER
PIPING TO REMAIN ALONG WITH ASSOCIATED MANHOLES AND WILL BE
UTILIZED FOR STORMWATER MANAGEMENT. SEE CIVIL SHEETS CG103
AND CG104 FOR MORE INFORMATION.
12. EXISTING SECURITY FENCING TO BE DEMOLISHED FROM THE
SOUTHEAST CORNER OF BLDG 645 TO LIMIT OF CONSTRUCTION
BOUNDARY ON CIVIL SHEET CD102.
13. REMOVE CONCRETE SIDEWALK THAT RUNS ALONGSIDE SIJAN ST. THE
SAME DISTANCE AS THE SIJAN ST. DEMOLITION.
EXISTING WETLANDS
14. CONTRACTOR TO DEMOLISH EXISTING POLE AND RELOCATE.
PROVIDE POLE OF SIMILAR CONSTRUCTION, HEIGHT, FOUNDATION,
ETC. TO EXISTING. CONTRACTOR TO PROVIDE POLE AND
FOUNDATION SHOPDRAWING TO THE DESIGNER OF RECORD (DOR)
FOR APPROVAL PRIOR TO CONSTRUCTING. POLE TO BE
RELOCATED PER DIRECTION OF MOODY AFB FACILITIES GROUP AT
THE TIME OF CONSTRUCTION. FOR PRICING PURPOSES, PROVIDE
200 LF +/- OF CONDUIT FROM PROPOSED RELOCATED HIGH MAST
PANEL (SEE SHEET CS101) TO NEW LOCATION OF POLE AS
DIRECTED BY MOODY AFB FACILITIES GROUP. PROVIDE 120V
CIRCUIT BETWEEN RELOCATED HIGH MAST PANEL AND
RELOCATED POLE FOR CCTV POWER SUPPLY.
SEE DEMOLITION
NOTE 14
WV
WV
WV
WV
FH
FH
FH
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LP
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BL
BL
BL
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"STOP"
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4'x4' CONC. PAD
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CO
CO
CO
CO
CO
BL
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ELEC BOX
"STOP"
BL
BL
BUILDING 645
(TO REMAIN)
AIRCRAFT PARTS STORE
HC-130/HH-60
BUILDING B
A S
P H
A L
T
ASPHALT
A
S
P
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A
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T
SSMH
TOP: 227.49
SSMH
TOP: 228.94
OVERHANG
AREA
BL
BL
GATE
5'x5' CONC. PAD
LP
BL
BL
ASPHALT
A/C UNIT
ELEC MH
TOP: 220.86
ELEC MH
TOP: 228.48
ELEC MH
TOP: 228.52
WV
WV
WV
WV
FFE: 227.69
FFE: 227.75
FFE: 227.81
ASPHALT
COMM MH
EXISTING CHAINLINK
SECURITY FENCE
AC
UR
UR
UR
D
H Y
D
E
D
D
C
C-130H
C-130H
C-130H
C-130H
UH-60 BLACK HAWK
UH-60 BLACK HAWK
UH-60 BLACK HAWK
UH-60 BLACK HAWK
UH-60 BLACK HAWK
UH-60 BLACK HAWK
UH-60 BLACK HAWK
UH-60 BLACK HAWK
UH-60 BLACK HAWK
UH-60 BLACK HAWK
UH-60 BLACK HAWK
UH-60 BLACK HAWK
UH-60 BLACK HAWK
UH-60 BLACK HAWK
UH-60 BLACK HAWK
UH-60 BLACK HAWK
UH-60 BLACK HAWK
UH-60 BLACK HAWK
UH-60 BLACK HAWK
UH-60 BLACK HAWK
UH-60 BLACK HAWK
UH-60 BLACK HAWK
UH-60 BLACK HAWK
UH-60 BLACK HAWK
C200
C200
107.50'
HH-60W
TAXIWAY CENTERLINE
MARKING
C200
C200
APRON EDGE
MARKING
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
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S I Z
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B M
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B
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B
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D R
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B
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B
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D
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F
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SHEET ID
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US Army Corps of Engineers ®
C A
T E
G O
D
E
W
H N
R
ISSUED FOR CONSTRUCTION
C D
W G
M A
C
J B
H
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T
C S
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A I R
F I E
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K I N
G
P
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C-200
TAXIWAY EDGE
APRON
EDGE MARKING,
CONTINOUS
6'' BLACK SPACE
6'' WIDE REFLECTIVE
YELLOW LINES
CL
TAXIWAY CENTERLINE
MARKING DETAIL
6'' WIDE YELLOW REFLECTIVE
TAXIWAY CENTERLINE MARKING.
6'' WIDE YELLOW NON-REFLECTIVE
APRON CENTERLINE MARKING.
SCALE: NTS
SCALE: NTS
C-200
C-200
TAXIWAYSHOULDER
6" WIDE BLACK OUTLINE
6" WIDE BLACK OUTLINE
RESTRICTED AREA
BOUNDARY MARKING
SCALE: NTS
C-200
PAINTED RESTRICTED AREA
BOUNDARY WARNING SIGN
SCALE: NTS
C-200
6" RED REFLECTIVE
MARKING
4'
NOTE: COORDINATE SIGN LANGUAGE WITH
INSTALLATION AND CONTRACTING
OFFICER PRIOR TO PLACEMENT
RESTRICTED AREA
CONTROL POINT
SCALE: NTS
C-200
6" WIDE BY 3' LONG
REFLECTIVE
WHITE BARS
RED LETTERS
RED
LETTERS
BLACK
LETTERS
WHITE BACKGROUND
6"
WIDTH AS REQUIRED
RESTRICTED AREA
BOUNDARY
MARKING
CENTERED ALONG
WHITE ECP BARS
A M
E N
D M
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T
FH
CO
CO
CO
CO
A
S
P
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A
L
T
ELEC MH
TOP: 220.86
WV
COMM MH
S
I
J
H Y
D
E C
C-130H
C-130H
C-130H
C-130H
UH-60 BLACK HAWK
UH-60 BLACK HAWK
UH-60 BLACK HAWK
UH-60 BLACK HAWK
UH-60 BLACK HAWK
UH-60 BLACK HAWK
UH-60 BLACK HAWK
UH-60 BLACK HAWK
APRON EDGE
MARKING
SIERRA 1 AND 2
N 358,231.70
E 2,599,349.84
N 358,231.70
E 2,599,242.34
N 358,231.70
E 2,599,134.84
N 358,231.70
E 2,599,027.34
N 358,378.11
E 2,599,134.84
N 358,378.11
E 2,599,242.34
N 358,378.11
E 2,599,349.84
N 358,378.11
E 2,599,027.34
N 358,458.11
E 2,599,027.34
N 358,458.11
E 2,599,134.84
N 358,458.11
E 2,599,242.34
N 358,458.11
E 2,599,349.84
N 358,458.11
E 2,599,094.84
N 358,458.11
E 2,599,202.34
N 358,458.11
E 2,599,309.84
N 358,418.11
E 2,599,349.84
N 358,418.11
E 2,599,436.05
N 358,418.11
E 2,599,242.34
N 358,378.11
E 2,599,202.34
N 358,378.11
E 2,599,309.84
N 358,378.11
E 2,599,094.84
N 358,378.11
E 2,598,987.34
N 358,231.70
E 2,599,202.34
N 358,231.70
E 2,599,094.84
N 358,231.70
E 2,598,987.34
N 358,231.70
E 2,599,309.84
N 358,191.70
E 2,599,349.84
N 358,191.70
E 2,599,242.34
N 358,191.70
E 2,599,134.84
N 358,191.70
E 2,599,027.34
N 358,191.70
E 2,599,436.25
N 358,231.77
E 2,599,476.25
N 358,458.20
E 2,599,475.81
N 358,151.63
E 2,599,475.76
N 358,378.22
E 2,599,476.05
N 358,458.11
E 2,598,987.34
N 358,418.11
E 2,599,027.34
N 358,418.11
E 2,599,134.84
N 358,092.28
E 2,599,062.38
N 358,138.44
E 2,599,062.35
N 358,138.45
E 2,598,919.76
N 358,458.11
E 2,599,435.83
N 358,378.11
E 2,599,436.05
N 358,231.70
E 2,599,436.25
N 358,151.70
E 2,599,435.78
C200
EXISTING MARKING
TO REMAIN
TAXIWAY
CENTERLINE
MARKING
C-200
N 358,156.89
E 2,598,969.29
N 358,168.60
E 2,598,997.57
N 358,181.30
E 2,599,010.26
N 358,191.70
E 2,599,037.24
N 358,196.89
E 2,598,969.29
N 358,151.70
E 2,599,037.24
N 358,486.60
E 2,598,789.35
N 358,486.47
E 2,598,869.35
N 358,422.81
E 2,598,869.35
N 358,422.94
E 2,598,789.35
TAXIWAY CENTERLINE
MARKING
C-200
TAXIWAY CENTERLINE
MARKING
C-200
N 358,114.45
E 2,598,895.76
N 358,166.89
E 2,598,889.77
RESTRICTED AREA
BOUNDARY MARKING
PAINTED RESTRICTED AREA
BOUNDARY WARNING SIGN
(TYP.)
RESTRICTED AREA
CONTROL POINT
C200
C200
C200
N 358,146.89
E 2,598,889.76
N 358,114.47
E 2,599,039.74
N 358,375.46
E 2,598,889.79
N 358,535.47
E 2,598,889.80
RESTRICTED AREA
CONTROL POINT
C200
EDGE OF ASPHALT
SHOULDER
N 358,146.89
E 2,598,895.76
CONNECT TO EXISTING
RESTRICTED AREA
BOUNDARY MARKING
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
M O
O D
Y
A
F B
G
A
M O
O D
Y
A
N
G A
R H
M U
SHEET ID
A N
S I D
J U
M
Y
C
O R
E
N G
I N
E E
R S
S A
V A
N N
S
T R
I C
T
S A
V A
N N
A H
G
E O
R G
I A
A E
C O
M
S
E R
V I C
E S
I N
C
F F
E R
S O
N
S
T
S
R O
A N
O K
E
V
A
US Army Corps of Engineers ®
C A
T E
G O
D
E
W
H N
R
ISSUED FOR CONSTRUCTION
C D
W G
M A
C
J B
H
R B
T
C S
R
A I R
F I E
R
K I N
G
P
L A
N
C-205
A M
E N
D M
E N
T
FIRST FLOOR
EL 0"
MET. THRU-WALL
FLASHING W/ WEEPS
@ 32" O.C., TYP
WATER RESISTIVE, FLUID
APPLIED AIR BARRIER ON
ALL EXTERIOR CMU
2" RIGID POLYISO
INSUL, R-10 MIN
AIR SPACE
4" SPLIT FACE CMU WITH
INTEGRAL COLOR, STACKED
BOND, TYP
8" REINF CMU (PAINTED)
PREFINISHED INSULATED
MET. SANDWICH WALL
PANEL, R-10 MIN
MET. WALL GIRTS
APREFIN INSUL MET. SANDWICH
ROOF PANEL, R-25 MIN.
1'-4 1/2"
PREFIN MET. GUTTER
PREFIN. MET FLASHING
WITH CONT. HOLD DN
CLIP & DRIP
GROUT SOLID
UNDERGROUND BOOT FOR
DOWNSPOUT, SEE CIVIL
FOR CONT.
CONC OR ASPHALT
PAVEMENT, SLOPE
AWAY FROM BLDG, TYP
8"
MASONRY TIES @ 16" O.C.
CONT REINF BOND
BEAM, SEE STRL
MET. PURLINS
REINF CONC SLAB OVER
UNDER-SLAB VAPOR BARRIER
OVER CRUSHED STONE
1'-3" 7"
PREFIN MET. DOWNSPOUT
WALL PANELS AND ROOF
PANELS PROVIDE
INTEGRAL AIR BARRIER AS
PART OF THE ASSEMBLY
PREENGINEERED METAL
BUILDING COLUMN
FOOTING BEYOND, SEE
STRL
FIN FLOOR AND BASE
AS SCHEDULED
REINF CONC TURNED DOWN
SLAB, SEE STRL DWGS
2" THK CONT RIGID
PERIMETER INSUL, R-10
PREENGINEERED METAL
BLDG RIGID FRAME
BEYOND
A-311
A-502
SIM
TURN BOT COURSE
AROUND FOR SMOOTH
FACE FOR A BETTER
JOINT W/PVMT
TYP1'-6
1'-6"
TYP
AAAA
METAL WALL GIRTS
LINE
PREFIN METAL FLASHING TO
MATCH WALL PANELS W/
CONT. HOLD-DOWN CLIPS,
SLOPE AWAY FROM BLDG
PREFIN INSULATED
METAL PANELS
PREFIN. MET. WALL
PANEL TRIM
3"
4" SPLIT- FACE CMU W/
INTEGRAL COLOR, STACKED
BOND, TYP.
GROUT FILL TOP COURSE
APPLIED AIR BARRIER, TYP.
RIGID INSULATION, TYP.
AIR BARRIER TRANSITION
MEMBRANE
METAL FRAMING BY
PEMB MFR.
CONT. REINFORCING
BOND BEAM, SEE
STRUCTURAL DWGS.
8" REINF. CMU
7 3/8". 7 5/8"
12" 9" 6" 3" 0 3"=1'-0"
12" 6" 0 1' 2' 3' 3/4"=1'-0"
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
P S
O F
EN
G
IN
E
ER
S
D R
AW
N
B Y:
D
ES
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N
E D
B Y:
SU
BM
IT
TE
D B
Y:
SI
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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
C
AT
EG
O
R Y
C O
D E:
1 2 3 4 5
A
GRAPHIC SCALES
M O
O D
Y
AF
B, G
A M
O O
D Y
AF
B
H
AN
G A
R /H
M U
SA
VA
N N
AH
D
IS
TR
IC
T
SA
VA
N N
AH
, G
EO
R
G
IA
AE
C
O M
S
ER
VI
C
E S, IN
C
S J
EF
FE
R
SO
N S
T
ST
E
R
O
AN
O
KE
V A
-1
JU
LY
2, 7 8 9 10
B
C
D
E
F
G
C S
R
1-
5-
W
2H N
-2 0-
B-
ISSUED FOR CONSTRUCTION
A-311
W
AL
L
SE
C
TI
O N
S -H
AN
G
AR
H M
U
R
BT
JB
H
M
AC
3/4" = 1'-0"A-311
1 WALL SECTION
3" = 1'-0"A-311
2 WALL TRANSITION DETAIL
M
AR
K D
E
SC
R
IP
TI
O
N D
A
TE
AM
EN
D
M
EN
T 0 4
/0
5/
F F.7E.7
SECURE
STOR.
MEN'S LKR
MEN'S TLT
MEN'S LKR
VEST.
112A
A07
A12 A12
A12
A12
A01
A01
A09
A09
A09
A07
A08 A08
A06
A11
A11 A11
A02
5' -1
/4
1'
-6
7' -2
2'
-1 1"
7' -2
2'
-1 1"
7' -2
2'
-1 1"
5' -2
1' -0
/2
4' -1
'-9
/4
12'-7 5/8" 15'-4 7/8"
2A
4'-7" 6'-0" 2'-4" 3'-0 1/2" 4'-9 3/4"
1' -8
6'
-4
4' -8
5'
-4
'-6
/4
4'
-8
3' -1
1/
2" 9'
-1
/8
3' -8
/8
5'
-1
/8
2' -7
/2
2'
-9
2' -8
/2
3'
-1
/8
5' -0
6'-7 3/4" 4'-8"
5' -0
C
LR
7' -3
1'
-5
8'-0" 6'-8"
3' -4
1'-0 1/8"
7' -0
/8
4'-11 3/4"
1' -2
1'-7 5/8"
2' -2
3'-3 1/2"3'-9"
P71B
2'-1"
2'-1"
1'-4"
2'-8"
12'-0" 4'-8"7 5/8"7 5/8" 4'
-6
1'-8 1/4"
5 5/8"4'-0"1'-7"
6'-0"
1'-7 1/4"
9'-6"
2'-1"
2'-1"
2'-4"
2'-2"
2' -4
2'-5"
1' -0
BENCH, TYP
LOCKERS, TYP
5'-0"
3' -3
/8
A15 116
A16
A15
A16
COORD THE EXACT
SIZE OF OPENING
WITH ACTUAL SHOWER
UNIT PROVIDED, TYP
ALL SHOWERS
4' -8
3'
-4
A10 A10
A01A02
A10A05
A09
A10
A10
8IN401
SIM
IN401
SIM
A13
A13
G
F.7
7.8
F.8
G.6F.7
BREAK RM
TLT
WEAPONS
WORK AREA
P22A A01
A12
1' -2
5' -9
/2
'-6 "8'-8"
A07 A10
A13
9'-3 3/4"
IN401
A10 A07
A04
A01A02
A10A07
D E
2.8
MEN'S TLT
WOMEN'S
TLT
COPY
A12
A08
A12
A07
A06 A06
A02 A02
A01
A01
A12 A08
A12
A08
A12
7'-7 1/4" 12'-1 1/4" 8'-8 3/8" 11'-1 1/4"
3'-10 3/4" 4'-3 5/8" 3'-10 7/8"
1' -4
5'
-1
/8
2' -9
/8
3'
-1
5' -0
/4
CLEAR
5'-0"
1'-4 7/8" 12'-6 1/2" 2'-3 3/8" 12'-4 3/4" 1'-6 1/8"
3'-0 1/2" 1'-3 1/2"
3' -0
/8
3'
-1
C
LE
AR
5'
-0
/2 " 9'
-1
1/ 8"
'-1
/8
1 IN401
A07
A07
A10
A10
A10
JAN
FIRST
SERGT.
OFFICE
A14
A10 A10
8IN401
SIM8 IN401
SIM
A07A13 A07A13
A07
TOILET ACCESSORY SCHEDULE
DESCRIPTION
PAPER TOWEL DISPENSER
ACCESSORY
CODE
A08 SURFACE-MOUNTED SANITARY NAPKIN DISPOSAL
A10 SURFACE-MOUNTED SOAP DISPENSER
36" GRAB BAR (SATIN FINISH)A01
A02 42" GRAB BAR (SATIN FINISH)
MOP AND BROOM HOLDER (ONE IN JAN137 & ONE IN JAN 219)
SURFACE MOUNTED MIRROR GLASS 66" "W X 42"
36" X 42" MIRRORA04
A05
SURFACE MOUNTED MIRROR GLASS 102 "W X 42"A06
A11 TOWEL BAR
TOILET PAPER HOLDERA12
A14
SURFACE MOUNTED WASTE RECEPTACLEA13
A09 SHOWER CURTAIN & ROD
A03 NOT IN USE
A15 ADA COMPLIANT SHOWER SEAT
A16 ADA COMPLIANT SHOWER GRAB BAR (SATIN FINISH)
4' 2' 0 4' 8' 1/4"=1'-0"
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
P S
O F
EN
G
IN
E
ER
S
D R
AW
N
B Y:
D
ES
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N
E D
B Y:
SU
BM
IT
TE
D B
Y:
SI
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C H
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KE
D B
Y:
AN
SI
-D
FI
LE
N
AM
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IS
SU
E D
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C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
C
AT
EG
O
R Y
C O
D E:
1 2 3 4 5
A
GRAPHIC SCALES
M O
O D
Y
AF
B, G
A M
O O
D Y
AF
B
H
AN
G A
R /H
M U
SA
VA
N N
AH
D
IS
TR
IC
T
SA
VA
N N
AH
, G
EO
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G
IA
AE
C
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S
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VI
C
E S, IN
C
S J
EF
FE
R
SO
N S
T
ST
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AN
O
KE
V A
-1
JU
LY
2, 7 8 9 10
B
C
D
E
F
G
C S
R
N
1-
5-
W
2H N
-2 0-
B-
ISSUED FOR CONSTRUCTION
A-401
LA
R
G E
SC
AL
E
TO
IL
ET
P
LA
N S
R
BT
JB
H
M
AC
1/4" = 1'-0"A-401
1 LARGE SCALE PLAN - FIRST FLOOR AREA C
1/4" = 1'-0"A-401
2 LARGE SCALE PLAN - FIRST FLOOR AREA D
1/4" = 1'-0"A-401
3 LARGE SCALE PLAN - SECOND FLOOR AREA C
BENCH
M
AR
K D
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SC
R
IP
TI
O
N D
A
TE
AM
EN
D
M
EN
T 0 2
/1
7/
AM
EN
D M
EN
T
0 3
/2 7/
AM
EN
D
M
EN
T 0 4
/0
5/
A-412
A-412
6'-5 3/4"
7' -9
/8
3' -0
3'
-6
/4
A-412
A-412
6'-5 3/4"
7' -9
/8
3' -0
3'
-6
/4
1'-7 1/2"
FIRST FLOOR
EL 0"
A-412
7' -0
4'
-0
HOIST BEAM, SEE
STRUCTURAL
PIT LADDER
A-412
CONCRETE SLAB, SEE
STRUCTURAL
PI
T
C
LE
AR
ELEVATOR
HOISTWAY
SUMP PIT, SEE
STRL DWGS
'-8
20'-3"
SECOND FLOOR
EL
'-3
ELASTOMERIC SHEET
WATERPROOFING &
PROTECTION BOARD, TYP
FIRST FLOOR
EL 0"
A-412
A-412
FIRST FLOOR
EL 0' - 0"
SECOND FLOOR
EL 20' - 3"
4'
0"
C
LE
AR
ELEVATOR
HOISTWAY
0"
TY
P.
1' -0
3/4" DIA. STL RUNGS @ 1'-0" O.C. WELDED TO
FLAT BARS @ EA. SIDE (GRIND SMOOTH)
PIT FLOOR
FIRST FLOOR
8" x 3" x 2"W x 5/16" THK STL
BRACKETS WELDED TO
STEEL BARS & ANCHORED
TO WALL W/ 1/2" DIA BOLT,
TYP.
2" x 3/8" FLAT STEEL BAR
SIDE RAILS
1' - 4" MIN.
PAINTED STEEL LADDER
0"
TY
P.
1' -0
4' -0
PAINTED STEEL LADDER
FIRST FLOOR
PIT FLOOR
5".
4' -0
12" 6" 0 1' 2' 3' 4' 5' 1/2"=1'-0"
4' 2' 0 4' 8' 1/4"=1'-0"
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
P S
O F
EN
G
IN
E
ER
S
D R
AW
N
B Y:
D
ES
IG
N
E D
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
C
AT
EG
O
R Y
C O
D E:
1 2 3 4 5
A
GRAPHIC SCALES
M O
O D
Y
AF
B, G
A M
O O
D Y
AF
B
H
AN
G A
R /H
M U
SA
VA
N N
AH
D
IS
TR
IC
T
SA
VA
N N
AH
, G
EO
R
G
IA
AE
C
O M
S
ER
VI
C
E S, IN
C
S J
EF
FE
R
SO
N S
T
ST
E
R
O
AN
O
KE
V A
-1
JU
LY
2, 7 8 9 10
B
C
D
E
F
G
C S
R
N
1-
5-
W
2H N
-2 0-
B-
ISSUED FOR CONSTRUCTION
A-412
EL
EV
AT
O
R P
LA
N
S, S
EC
TI
O N
S
D
ET
AI
LS
R
BT
JB
H
M
AC
1/4" = 1'-0"A-412
1 ELEVATOR ENLARGED PLAN - SECOND FLOOR
1/4" = 1'-0"A-412
2 ELEVATOR ENLARGED PLAN - FIRST FLOOR
1/4" = 1'-0"A-412
3 SECTION AT ELEVATOR
1/4" = 1'-0"A-412
4 SECTION AT ELEVATOR
1/2" = 1'-0"A-412
5 ELEVATION DETAIL - ELEVATOR LADDER
1/2" = 1'-0"A-412
6 SECTION DETAIL - ELEVATOR LADDER
M
AR
K D
E
SC
R
IP
TI
O
N D
A
TE
AM
EN
D
M
EN
T 0 4
/0
5/
(1) LAYER 5/8" GYPSUM
BOARD ONE SIDE (1) LAYER 5/8" GYPSUM
BOARD EACH SIDE
3 5/8" METAL STUDS @
16" O.C.
UNDERSIDE OF
STRUCTURE
PROVIDE SLOTTED
DEFLECTION
TRACK ASSEMBLY
UNDERSIDE OF
STRUCTURE
PROVIDE SLOTTED
DEFLECTION
TRACK ASSEMBLY
RUNNER TRACK RUNNER TRACK
3 5/8" 20 GAUGE METAL STUDS
@ 16" O.C.
3 1/2" SOUND
ATTENUATION
INSULATION
P11 3 5/8" METAL STUDS @ 16" O.C. P21 3 5/8" METAL STUDS @ 16" O.C., SMOKE
TIGHT W/ ACOUSTICAL BATT INSULATION
P21A 6" METAL STUDS @ 16" O.C., SMOKE TIGHT
W/ ACOUSTICAL BATT INSULATION
FLOOR AND BASE AS
SCHED - SEE FINISH
SCHEDULE
FLOOR AND BASE AS
SCHED - SEE FINISH
SCHEDULE
(1) LAYER 5/8"
GYPSUM BOARD ONE
SIDE
3 5/8" 20 GAUGE
METAL STUDS @ 16"
O.C.
RUNNER TRACK
CEILING AS SCHED - SEE
FINISH SCHEDULE
P12 3 5/8" METAL STUDS @ 16" O.C.
FLOOR AND BASE AS
SCHED - SEE FINISH
SCHEDULE
CEILING AS SCHED - SEE
FINISH SCHEDULE
CEILING AS SCHED - SEE
FINISH SCHEDULE
(1) LAYER 5/8" GYPSUM
BOARD EACH SIDE
3 5/8" METAL STUDS @
16" O.C.
UNDERSIDE OF
STRUCTURE
PROVIDE SLOTTED
DEFLECTION
TRACK ASSEMBLY
RUNNER TRACK
3 1/2" SOUND
ATTENUATION
INSULATION
P22 3 5/8" METAL STUDS @ 16" O.C.
W/ ACOUSTICAL BATT INSULATION
P22A 6" METAL STUDS @ 16" O.C.
W/ ACOUSTICAL BATT INSULATION
FLOOR AND BASE AS
SCHED - SEE FINISH
SCHEDULE
CEILING AS SCHED - SEE
FINISH SCHEDULE
UNDERSIDE OF
STRUCTURE
PROVIDE SLOTTED
DEFLECTION
TRACK ASSEMBLY
FIRESTOP SEALANT, TOP
& BOT.
P61 8" CMU W/ 1 1/2" FURRING AND 5/8" GWB
ONE SIDE ONLY
FLOOR AND BASE AS
SCHED - SEE FINISH
SCHEDULE
1 1/2" FURRING @16" O.C.
ONE SIDE ONLY
(1) LAYER 5/8" GWB, ONE
SIDE ONLY
8" NOMINAL CMU
UNDERSIDE OF
STRUCTURE OR ROOF
CEILING AS SCHED - SEE
FINISH SCHEDULE
6" 6"
6"
(1) LAYER 5/8" TYPE "X"
GYPSUM BOARD EACH
SIDE
3 5/8" METAL STUDS @
16" O.C.
3 1/2" SAFB - SOUND
ATTENUATION
FIRE BLANKET
UNDERSIDE OF
STRUCTURE
FIRESAFE / SEAL TIGHT
TO DECK, SEE NOTES
PROVIDE SLOTTED
DEFLECTION
TRACK ASSEMBLY
RUNNER TRACK
P23 1 HR FIRE/SMOKE BARRIER
UL DESIGN NO. U419
P23A 1 HR FIRE/SMOKE BARRIER UL DESIGN
NO. U419 W/ 6" METAL STUDS @ 16" O.C.
FLOOR AND BASE AS
SCHED - SEE FINISH
SCHEDULE
CEILING AS SCHED - SEE
FINISH SCHEDULE
FIRESTOP SEALANT, TOP
& BOT.
P71 1 HR FIRE/SMOKE BARRIER UL DESIGN NO. U910
FLOOR AND BASE AS
SCHED - SEE FINISH
SCHEDULE
8" NOMINAL FIRE-RATED CMU, UL
CLASSIFICATION D-2, PNT TYP
UNDERSIDE OF
STRUCTURE
CEILING AS SCHED - SEE
FINISH SCHEDULE
FIRESAFE / SEAL TIGHT
TO DECK, SEE NOTES
P71A NON-RATD 8" CMU, TYP
P71B NON-RATD 6" CMU, TYP
Top
Plan
Base
P61A 1 HR FIRE/SMOKE BARRIER UL DESIGN
NO. U910 W/ 1 1/2" FURRING AND
5/8" GWB ONE SIDE
1 1/2" RIGID INSULATION
& AIR BARRIER AT HANGAR
BAY AS INDICATED
EXTEND TO ROOF AT
HANGAR WALL
3 1/2" SOUND
ATTENUATION
INSULATION
PREFINISHED INSUL METAL
ROOF PANEL (AIR BARRIER),
R 25
COMPRESSIBLE MINERAL
WOOL BATT INSULATION WITH
NOMINAL THICKNESS OF 2"
BEFORE COMPRESSION
5/8" GYPSUM WALL BOARD, LAP
"RIP STRIP" A MIN. OF 3" ONTO
GYPSUM BOARD OF WALL ASSEMBLY,
BOTH SIDES.
LATERAL BRACING
ATTACHED TO ROOF
PURLINS
DEFLECTION CNANNEL
CAULK GAPS BETWEEN TOP OF
CRIPPLE WALL GYPSUM BOARD
AND INSULATION, BOTH SIDES.
MIN. THICKNESS OF 5/8". ADDITIONAL
1/2" DIAMETER OF CAULK TO BE
APPLIED AROUND PERIMETER OF
LATERAL BRACE AND RIP STRIP,
BOTH SIDES.
12" 9" 6" 3" 0 3"=1'-0"
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
P S
O F
EN
G
IN
E
ER
S
D R
AW
N
B Y:
D
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N
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B Y:
SU
BM
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D B
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AN
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AC
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IT
AT
IO
N N
O
C
AT
EG
O
R Y
C O
D E:
1 2 3 4 5
A
GRAPHIC SCALES
M O
O D
Y
AF
B, G
A M
O O
D Y
AF
B
H
AN
G A
R /H
M U
SA
VA
N N
AH
D
IS
TR
IC
T
SA
VA
N N
AH
, G
EO
R
G
IA
AE
C
O M
S
ER
VI
C
E S, IN
C
S J
EF
FE
R
SO
N S
T
ST
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R
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AN
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KE
V A
-1
JU
LY
2, 7 8 9 10
B
C
D
E
F
G
C S
R
1-
5-
W
2H N
-2 0-
B-
ISSUED FOR CONSTRUCTION
A-601
PA
R
TI
TI
O N
T
YP
ES
R
BT
JB
H
M
AC
3" = 1'-0"A-601
1 SECTION DETAIL - HEAD OF WALL
M
AR
K D
E
SC
R
IP
TI
O
N D
A
TE
AM
EN
D
M
EN
T 0 4
/0
5/
4 4
NOTE: PROVIDE 2 1/2" SOUND
ATTENUATION BATTS ABOVE THE
SECOND FLOOR CEILINGS AS
INDICATED ON WALL SECTION 1/A-314
NOTE: PROVIDE 2 1/2" SOUND
ATTENUATION BATTS ABOVE THE
SECOND FLOOR CEILINGS AS
INDICATED ON WALL SECTION 1/A-314
4 4
INSULATED
OVERHEAD COILING DOOR
DOUBLE ALUM. W/TINTED
INSULATED GLASS EXT., CLEAR
TEMP GLASS INTERIOR.
FLUSH DOOR FLUSH NARROW
VISION DOOR
A
FLUSH DOOR
AA B BB
CC D
FLUSH NARROW
VISION DOOR
E
FLUSH
HALF GLASS DOOR
H
W
VERTICAL LIFT FABRIC
HANGAR DOOR
H
H
W W
H
W
H
W
H
W
H H
W
W
H
6' - 0"
3'
6" 3'
SST COUNTER
HOOD
FIRE RATED
COILING DOOR
FIN. FLOOR
GLASS TYPES__________________________
TINTED, LOW-E INSULATED
TEMP UNIT WITH 1/4" LAMINATED
INNER PANE
GL-1 :
CLEAR TEMP GLASS, 1/4" THK MIN.GL-2 :
CLEAR FIRE RATED GLASSGL-3 :
4' 2' 0 4' 8' 1/4"=1'-0"
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
P S
O F
EN
G
IN
E
ER
S
D R
AW
N
B Y:
D
ES
IG
N
E D
B Y:
SU
BM
IT
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D B
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SI
ZE
C H
EC
KE
D B
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AN
SI
-D
FI
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N
AM
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IS
SU
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C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
C
AT
EG
O
R Y
C O
D E:
1 2 3 4 5
A
M O
O D
Y
AF
B, G
A M
O O
D Y
AF
B
H
AN
G A
R /H
M U
SA
VA
N N
AH
D
IS
TR
IC
T
SA
VA
N N
AH
, G
EO
R
G
IA
AE
C
O M
S
ER
VI
C
E S, IN
C
S J
EF
FE
R
SO
N S
T
ST
E
R
O
AN
O
KE
V A
-1
JU
LY
2, 7 8 9 10
B
C
D
E
F
G
C S
R
1-
5-
W
2H N
-2 0-
B-
ISSUED FOR CONSTRUCTION
A-610
D O
O R
S C
H
ED
U
LE
R
BT
JB
H
M
AC
DOOR SCHEDULE
DOOR
NO.
DOOR
TYPE
DOOR INFORMATION FRAME INFORMATION
HARDWARE
SET COMMENTS:
SIZE DOOR
MATL
DOOR
FINISH
UNDER
CUT
GLASS
TYPE
FIRE
RATING
FRAME
TYPE
FRAME
MATL
FRAME
FINISH
DETAILS
WIDTH HEIGHT HEAD JAMB SILL
1SA B 3' - 0" 7' - 0" HM PAINT - GL-1 - F1 GALV HM PAINT H1 J1 T1 07 CARD READER ACCESS
1SB B 3' - 0" 7' - 0" HM PAINT - GL-3 60 MIN F1 HM PAINT H3 J3 T1 16
1SC A 3' - 0" 7' - 0" WD PREFIN/STAIN - GL-3 60 MIN F1 HM PAINT H2 SIM J2 SIM 14
1SD A 3' - 0" 7' - 0" WD PREFIN/STAIN - GL-3 60 MIN F1 HM PAINT H2 SIM J2 SIM 15
2SA B 3' - 0" 7' - 0" HM PAINT - GL-1 - F1 GALV HM PAINT H1 J1 T1 07 CARD READER ACCESS
2SB B 3' - 0" 7' - 0" HM PAINT - GL-3 60 MIN F1 HM PAINT H3 J3 T1 16
2SC A 3' - 0" 7' - 0" WD PREFIN/STAIN - GL-3 60 MIN F1 HM PAINT H2 SIM J2 SIM 15
101A H 70' - 0" 30' - 0" FABRIC PREFIN - - - - GALV STL PAINT 1/A-313 1 & 4/A-501 - 41 VERT LIFT FABRIC HANGAR DOOR 101B H 70' - 0" 30' - 0" FABRIC PREFIN - - - - GALV STL PAINT 1/A-313 1 & 4/A-501 - 41 VERT LIFT FABRIC HANGAR DOOR
101C A 3' - 0" 7' - 0" HM PAINT - - - F1 GALV HM PAINT H1 J1 T1 04 EXIT ONLY
101D A 3' - 0" 7' - 0" HM PAINT - - - F1 GALV HM PAINT H1 J1 T1 04 EXIT ONLY
101E A 3' - 0" 7' - 0" HM PAINT - - - F1 GALV HM PAINT H1 J1 T1 04 EXIT ONLY
101F H 70' - 0" 30' - 0" FABRIC PREFIN - - - - GALV STL PAINT 1/A-313 1 & 4/A-501 - 41 VERT LIFT FABRIC HANGAR DOOR 101G H 70' - 0" 30' - 0" FABRIC PREFIN - - - - GALV STL PAINT 1/A-313 1 & 4/A-501 - 41 VERT LIFT FABRIC HANGAR DOOR 102A CC 6' - 0" 7' - 0" ALUM PREFIN - GL-1 - F3 ALUM PREFIN H7 J7 T2 01 CARD READER ACCESS, AUTOMATIC
OPERATOR
102B CC 6' - 0" 7' - 0" ALUM PREFIN - GL-2 - F4 ALUM PREFIN H8 J8 02 AUTOMATIC OPERATOR
103 A 3' - 0" 7' - 0" WD PREFIN/STAIN - - - F6 HM PAINT H5 J5 20
104 E 3' - 0" 7' - 0" WD PREFIN/STAIN - GL-2 - F6 HM PAINT H5 J5 43
104A B 3' - 0" 7' - 0" HM PAINT - GL-3 45 MIN F1 HM PAINT H2 J2 T1 16
105 A 3' - 0" 7' - 0" WD PREFIN/STAIN - - - F6 HM PAINT H5 J5 28
106 A 3' - 0" 7' - 0" WD PREFIN/STAIN - - 45 MIN F6 HM PAINT H5 J5 30
108A A 3' - 0" 7' - 0" WD PREFIN/STAIN - - - F6 HM PAINT H5 J5 T3 27
108B A 3' - 0" 7' - 0" WD PREFIN/STAIN - - - F1 HM PAINT H5 J5 T3 27
109 BB 6' - 0" 7' - 0" HM PAINT - GL-2 - F2 HM PAINT H4 J4 44
109A BB 6' - 0" 7' - 0" HM PAINT - GL-3 45 MIN F2 HM PAINT H2 J2 T1 38
109B BB 6' - 0" 7' - 0" HM PAINT - GL-2 - F2 HM PAINT H4 J4 - 44
110 A 3' - 0" 7' - 0" HM PAINT - - - F1 HM PAINT H4 J4 33 SECURE STORAGE, CARD READER, SEE
NOTE 1
111 A 3' - 0" 7' - 0" WD PREFIN/STAIN 3/4" - - F1 HM PAINT H4 J4 10
112 A 3' - 0" 7' - 0" WD PREFIN/STAIN 3/4" - - F1 HM PAINT H4 J4 11
112A A 3' - 0" 7' - 0" HM PAINT - - 45 MIN F1 HM PAINT H2 J2 T1 17
113 A 3' - 0" 7' - 0" WD PREFIN/STAIN 3/4" - - F1 HM PAINT H4 J4 10
114A BB 6' - 0" 7' - 0" HM PAINT - GL-3 45 MIN F2 HM PAINT H2 J2 T1 39
114B E 3' - 0" 7' - 0" HM PAINT - GL-2 - F1 GALV HM PAINT H1 J1 T1 03
114C D 12' - 0" 12' - 0" GALV STL PREFIN - - - F5 GALV STL PAINT H9 J9, J10 - 41 INSULATED OH COILING DOOR 114D E 3' - 0" 7' - 0" HM PAINT - GL-1 - F1 GALV HM PAINT H1 J1 T1 06 CARD READER ACCESS
114E BB 6' - 0" 7' - 0" HM PAINT - GL-2 - F2 HM PAINT H4 J4 34
114F BB 6' - 0" 7' - 0" HM PAINT - GL-2 - F2 HM PAINT H4 J4 44
115 A 3' - 0" 7' - 0" WD PREFIN/STAIN - - - F1 HM PAINT H4 J4 19
116 BB 6' - 0" 7' - 0" HM P - - - F2 HM PAINT H4 J4 40 SECURE STORAGE, CARD READER, SEE
NOTE 1
117 A 3' - 0" 7' - 0" WD PREFIN/STAIN - - - F1 HM PAINT H4 J4 19
118A D 12' - 0" 12' - 0" GALV STL PREFIN - - - F5 GALV STL PAINT H9 J9, J10 - 41 INSULATED OH COILING DOOR-SECURE
118B A 3' - 0" 7' - 0" HM PAINT - - - F1 GALV HM PAINT H1 J1 T1 05 CIPHER LOCK
118C A 3' - 0" 7' - 0" HM PAINT - - - F1 GALV HM PAINT H1 J1 T1 05 CIPHER LOCK
118D A 3' - 0" 7' - 0" HM PAINT - - F1 HM PAINT H4 J4 - 31 CIPHER LOCK
119 A 3' - 0" 7' - 0" WD PREFIN/STAIN - - - F6 HM PAINT H5 J5 - 19
120 A 3' - 0" 7' - 0" WD PREFIN/STAIN - - - F6 HM PAINT H5 J5 - 19
121 A 3' - 0" 7' - 0" WD PREFIN/STAIN - - - F6 HM PAINT H5 J5 - 12
122 A 3' - 0" 7' - 0" WD PREFIN/STAIN 3/4" - - F6 HM PAINT H5 J5 - 18
123 AA 6' - 0" 7' - 0" HM PAINT - - - F2 GALV HM PAINT H1 J1 T1 08
124A BB 6' - 0" 7' - 0" HM PAINT - GL-2 - F2 HM PAINT H4 J4 - 35 CIPHER LOCK
124B A 3' - 0" 7' - 0" HM PAINT - - - F1 GALV HM PAINT H1 J1 T1 05 CIPHER LOCK
124C D 14' - 0" 14' - 0" GALV STL PREFIN - - - F5 GALV STL PAINT H9 J9, J10 - 41 INSULATED OH COILING DOOR
124D BB 6' - 0" 7' - 0" HM PAINT - GL-2 - F2 HM PAINT H4 J4 - 35 CIPHER LOCK
125 AA 6' - 0" 7' - 0" HM PAINT - - - F2 GALV HM PAINT H1 J1 T1 09
126 AA 6' - 0" 7' - 0" HM PAINT - - - F2 GALV HM PAINT H1 J1 T1 08
128 A 3' - 0" 7' - 0" HM PAINT - - - F1 HM PAINT H4 J4 - 23
128A E 3' - 0" 7' - 0" HM PAINT - GL-1 - F1 GALV HM PAINT H1 J1 T1 06 CARD READER ACCESS 128B D 12' - 0" 12' - 0" GALV STL PREFIN - - - F5 GALV STL PAINT H9 J9, J10 - 41 INSULATED OH COILING DOOR
128C E 3' - 0" 7' - 0" HM PAINT - GL-1 - F1 GALV HM PAINT H1 J1 T1 03
129 A 3' - 0" 7' - 0" WD PREFIN/STAIN - - - F1 HM PAINT H4 J4 - 19
130 AA 6' - 0" 7' - 0" HM PAINT - - - F2 GALV HM PAINT H1 J1 T1 08
131 A 3' - 0" 7' - 0" WD PREFIN/STAIN - - - F6 HM PAINT H5 J5 T3 26
132 A 3' - 0" 7' - 0" WD PREFIN/STAIN - - - F6 HM PAINT H5 J5 T3 26
132A A 3' - 0" 6' - 6" WD PREFIN/STAIN - - - F6 HM PAINT H5 J5 T3 26
133 A 3' - 0" 7' - 0" WD PREFIN/STAIN - - - F6 HM PAINT H5 J5 25
134 E 3' - 0" 7' - 0" HM PAINT - GL-1 - F1 GALV HM PAINT H1 J1 T1 07 CARD READER ACCESS
135 A 3' - 6" 7' - 0" WD PREFIN/STAIN - - - F6 HM PAINT H5 J5 29
136 A 3' - 6" 7' - 0" WD PREFIN/STAIN - - - F6 HM PAINT H5 J5 29
137 A 3' - 0" 7' - 0" WD PREFIN/STAIN - - - F6 HM PAINT H5 J5 28
138 A 3' - 0" 7' - 0" WD PREFIN/STAIN - - - F6 HM PAINT H5 J5 13
201 A 3' - 0" 7' - 0" WD PREFIN/STAIN - - - F1 HM PAINT H6 J6 19
203 A 3' - 0" 7' - 0" WD PREFIN/STAIN - - - F6 HM PAINT H6 J6 20
204 A 3' - 0" 7' - 0" WD PREFIN/STAIN 3/4" - - F6 HM PAINT H6 J6 11
205 A 3' - 0" 7' - 0" WD PREFIN/STAIN 3/4" - - F6 HM PAINT H6 J6 11
206A A 3' - 0" 7' - 0" WD PREFIN/STAIN - - - F6 HM PAINT H6 J6 24
206B A 3' - 0" 7' - 0" WD PREFIN/STAIN - - - F6 HM PAINT H6 J6 24
207 A 3' - 0" 7' - 0" WD PREFIN/STAIN - - - F6 HM PAINT H6 J6 28
208A A 3' - 0" 7' - 0" WD PREFIN/STAIN - - - F6 HM PAINT H6 J6 T1 21
208B A 3' - 0" 7' - 0" WD PREFIN/STAIN - - - F6 HM PAINT H6 J6 T1 21
209 A 3' - 0" 7' - 0" WD PREFIN/STAIN - - - F6 HM PAINT H6 J6 19
209A A 3' - 0" 7' - 0" WD PREFIN/STAIN - - - F6 HM PAINT H6 J6 19
210 A 3' - 0" 7' - 0" WD PREFIN/STAIN - - - F6 HM PAINT H6 J6 19
212 A 3' - 0" 7' - 0" WD PREFIN/STAIN - - - F6 HM PAINT H6 J6 19
213 A 3' - 0" 7' - 0" WD PREFIN/STAIN - - - F6 HM PAINT H6 J6 19
214 A 3' - 0" 7' - 0" HM PAINT - - - F1 HM PAINT H2 SIM J2 SIM 32 SECURE STORAGE, CARD READER, SEE
NOTE 1
215 AA 6' - 0" 7' - 0" WD PREFIN/STAIN - - - F7 HM PAINT H6 J6 T3 36
216 A 3' - 6" 7' - 0" WD PREFIN/STAIN - - - F6 HM PAINT H6 J6 29
217 A 3' - 6" 7' - 0" WD PREFIN/STAIN - - - F6 HM PAINT H6 J6 29
218 A 3' - 0" 7' - 0" WD PREFIN/STAIN - - - F6 HM PAINT H6 J6 22
219 A 3' - 0" 7' - 0" WD PREFIN/STAIN - - - F6 HM PAINT H6 J6 28
220 A 3' - 0" 7' - 0" WD PREFIN/STAIN - - - F6 HM PAINT H6 J6 19
221 A 3' - 0" 7' - 0" WD PREFIN/STAIN - - - F6 HM PAINT H6 J6 19
222 A 3' - 0" 7' - 0" WD PREFIN/STAIN - - - F6 HM PAINT H6 J6 19
223 A 3' - 0" 7' - 0" WD PREFIN/STAIN - - - F6 HM PAINT H6 J6 28
224 AA 6' - 0" 7' - 0" HM PAINT - - - F2 HM PAINT H4 J4 T3 37
1/4" = 1'-0"
DOOR TYPES
1/4" = 1'-0"
INTERIOR COILING COUNTER DOOR
1. DOOR SHALL BE MINIMUM 12-GAUGE HOLLOW STEEL
REINFORCED WITH VERTICAL STIFFNERS AT 6" ON CENTER.
DOOR FRAME SHALL BE 16-GAUGE STEEL FRAME GROUTED FULL.
DOOR SCHEDULE NOTES
M
AR
K D
E
SC
R
IP
TI
O
N D
A
TE
AM
EN
D
M
EN
T 0 2
/1
7/
AM
EN
D M
EN
T
0 3
/2 7/
AM
EN
D
M
EN
T 0 4
/0
5/
GLASS AS SCHED,
4" W X 25 H"
GLASS AS SCHED,
24" W X 34" H
AA
2" 5' - 8" 2"
6' - 0"
7'
4"
2" 3'
8"
2"
3'
4" 4'
0"
FIN. FLOOR
HOLLOW METAL
1-HR. FIRE RATEDW3
GL-31
A-622
A-622
A-622
SIM.
SIM.
2" 5' - 8" 2"
6' - 0"
7'
4"
2" 3'
8"
2"
3'
4" 4'
0"
FIN. FLOOR
HOLLOW METAL
NON RATEDW4
GL-22
A-622
A-622
A-622
SIM.
SIM.
W
H
PREFINISHED MET. LOUVER
TO MATCH WALL PANEL
LOUVER SCHEDULE
MARK WIDTH HEIGHT
L 1
L 2
L 3
6' - 0"
6' - 0" 5'- 0"
4' - 0"
A-622
L 4
L 6
3' - 0" 2'- 0"
3' - 0" 2'- 6"
4' - 0" 4' - 0"
L 7 5'- 6" 4' - 0"
A-622
SIM
A-622
SIM
L 5 NOT USED
18' - 0"
6'
0"
TRANSLUCENT WALL PANELS &
PREFINISHED ALUMINUM FRAMING SYSTEM
EQ EQ EQ EQ EQ EQ
EQ
EQ
A-622 f A-622
4 SIM
SIM
A-622
SCHEDULED WALL
BOND BEAM, SEE
STRUCT. DWGS
CONT. SEALANT &
BACKER ROD
BOTH SIDES
5/8" GYPSUM BD. ON 1 1/2" Z
MTL FURRING & RIGID
INSULATION
8" REINFORCED
CMU
HM METAL FRAME
GROUT FULL
2" 1/
4"
REMOVABLE STOP
GL-3 CLEAR FIRE
RATED GLASS
MIN. 2 ANCHORS
PER JAMB
2 1/8" 6" 1 5/8"
BOND BEAM, SEE
STRUCT. DWGS
CONT. SEALANT &
BACKER ROD
BOTH SIDES
8" REINFORCED
CMU
HM METAL FRAME
GROUT FULL
2"
REMOVABLE STOP
GL-2 CLEAR CLEAR
TEMPERED GLASS
MIN. 2 ANCHORS
PER JAMB
6"
CONT. SEALANT &
BACKER ROD
BOTH SIDES
PREFIN. MET. WALL
PANEL TRIM
PREFIN INSULATED
METAL PANELS
2 1/2" 8"
MET. DRIP FLASHING
PEMB GIRTS
COL. LINE
STL OPENING
FRAMING
BY PEMB
CONT. METAL
CLIP ANGELPREFIN. METAL LOUVER
CONT. SEALANT &
BACKER ROD
BOTH SIDES
PREFIN. MET. WALL
PANEL TRIM
PREFIN INSULATED
METAL PANELS
2 1/2" 8"
MET. DRIP FLASHING
PEMB GIRTS
COL. LINE
STL OPENING
FRAMING
BY PEMB
CONT. METAL
CLIP ANGELTRANSLUCENT PANEL
12" 9" 6" 3" 0 3"=1'-0"
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
P S
O F
EN
G
IN
E
ER
S
D R
AW
N
B Y:
D
ES
IG
N
E D
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
A C
T N
O
SO
LI
C
IT
AT
IO
N N
O
C
AT
EG
O
R Y
C O
D E
1 2 3 4 5
A
GRAPHIC SCALES
M O
O D
Y
AF
B, G
A M
O O
D Y
AF
B
H
AN
G
AR
/H M
U
SA
VA
N N
AH
D
IS
TR
IC
T
SA
VA
N N
AH
, G
EO
R
G
IA
AE
C
O M
S
ER
VI
C
ES
, I
N C
S J
EF
FE
R
SO
N S
T
ST
E
R
O
AN
O
KE
V A
-1
JU
LY
2, 7 8 9 10
B
C
D
E
F
G
C
SR
1-
5-
W
2H N
-2 0-
B-
ISSUED FOR CONSTRUCTION
A-622
IN
TE
R
IO
R W
IN
D
O W
, L O
U
VE
R
T R
AN
SL
U C
EN
T
W
AL
L
PA
N
EL
D
ET
AI
LS
R
BT
JB
H
M
AC
1/2" = 1'-0"
TYP. EXTERIOR METAL LOUVER
1/2" = 1'-0"
TRANSLUCENT WALL PANELS (TYP. OF 8)
3" = 1'-0"A-622
1 HM WINDOW HEAD DETAIL - W3
(JAMB & SILL SIM.) 3" = 1'-0"A-622
2 HM WINDOW HEAD DETAIL - W4
(JAMB & SILL SIM.) 3" = 1'-0"A-622
3 METAL LOUVER FRAME HEAD DETAIL
3" = 1'-0"A-622
4 TRANSLUCENT WALL PANEL DETAIL
(JAMB & SILL SIM.) (JAMB & SILL SIM.)
M
AR
K D
E
SC
R
IP
TI
O
N D
A
TE
AM
EN
D
M
EN
T 0 3
/2
7/
AM
EN
D M
EN
T
0 4
/0 5/
INTERIOR WINDOW TYPES 3
OS
OS
OS
OS
OS
OS
OS
OS OS
OS OS
OS
OS
OS
OS
OSOS
OS
OS
OS
OS
OS
OS
OSOS
OS
OS
OS
DH
DH
DH DH DH
DH
DH DH
DH
DH
DH
A B C D E F G H I
C.2 F.7E.7
GHMRE
CORR
CONFERENCE
STORAGE
COPY
FIRST
SERGT.
OFFICE
ELEC
JAN
AFETS
OFFICE
AREA
LEAD TECH
OFFICE
TRAIN
OFFICE
PROGRAMS
COMM
SECURE
STORAGE
MECH
SPEC
OFFICE
APG OFFICE
HMU OIC &
NCOIC
HMU SUPER
STAIR-2
S2
STAIR-1
S1
CORR
OPEN TO
STRUCTURE
FLIGHT
VAULT
10'-0"
9'-0"
9'-0"
9'-0"
9'-0" 8'-0"
8'-0" 8'-0"
8'-0"
9'-0"
9'-0"
9'-0"
9'-0" 9'-0"
9'-0"
ELEV.
E1
A-314
9'-0"
9'-0"
9'-0" 9'-0"9'-0"
9'-0"
MEN'S TLT
WOMEN'S
TLT
CORR
H.5A0
9'-0"
9.04
9.04
A. REFER TO SHEET G-003 FOR ABBREVIATIONS.
B. REFER TO SHEET A-001 FOR GENERAL NOTES, LEGENDS
AND SYMBOLS.
C. REFER TO STRUCTURAL, MECHANICAL, PLUMBING, FIRE
PROTECTION, TELECOM AND ELECTRICAL DRAWINGS AND
SPECIFICATIONS FOR ADDITIONAL WORK AND
COORDINATE EXTENT WITH RESPECTIVE TRADES.
D. ALL DIMENSIONS ARE TO FINISH FACE OF NEW INTERIOR
PARTITIONS, COLUMN CENTERLINE, FACE OF ROUGH
OPENING OR FINISH FACE OF EXISTING WALLS UNO.
E. REFLECTED CEILING PLAN SHOWS 9'-0" TYPICAL CEILING
HEIGHT, UNO.
F. ALL GWB BULKHEADS & SOFFIT HEIGHTS TO BE 4" BELOW
ADJACENT ACT, UNO.
GENERAL NOTES THIS SHEET:
8' 4' 0 8' 16' 1/8"=1'-0"
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
P S
O F
EN
G
IN
E
ER
S
D R
AW
N
B Y:
D
ES
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N
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B Y:
SU
BM
IT
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D B
Y:
SI
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C H
EC
KE
D B
Y:
AN
SI
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FI
LE
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E:
IS
SU
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AT
E:
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N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
C
AT
EG
O
R Y
C O
D E:
1 2 3 4 5
A
GRAPHIC SCALES
M O
O D
Y
AF
B, G
A M
O O
D Y
AF
B
H
AN
G A
R /H
M U
SA
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N N
AH
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TR
IC
T
SA
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N N
AH
, G
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IA
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C
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S
ER
VI
C
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C
S J
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FE
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SO
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T
ST
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AN
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V A
-1
JU
LY
2, 7 8 9 10
B
C
D
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F
G
C S
R
N
1-
5-
W
2H N
-2 0-
B-
KEYPLAN
A
B
C
D
ISSUED FOR CONSTRUCTION
A-802C
SE
C
O N
D F
LO
O
R R
EF
LE
C
TE
D C
EI
LI
N G
P
LA
N
AR
EA
C
H
AN
G A
R
H M
U
R
BT
JB
H
M
AC
1/8" = 1'-0"
SECOND FLOOR REFLECTED CEILING PLAN - AREA C - HANGAR / HMU
SHEET KEYNOTES:
9.04 GWB BULKHEAD
M
AR
K D
E
SC
R
IP
TI
O
N D
A
TE
AM
EN
D
M
EN
T 0 4
/0
5/
NOTE: PROVIDE 2 1/2" SOUND
ATTENUATION BATTS ABOVE ALL THE
SECOND FLOOR CEILINGS, TYP.
REFERENCE WALL SECTION 1/A-314.
NOT REQUIRED ABOVE FLIGHT VAULT
AND SPACES OPEN TO STRUCTURE
| CD101 DEMOLITION PLAN 1 |
| C-200 AIRFIELD MARKING PLAN |
| C-205 AIRFIELD MARKING PLAN |
| A-311 WALL SECTIONS - HANGAR / HMU |
| A-401 LARGE SCALE TOILET PLANS |
| A-412 ELEVATOR PLANS, SECTIONS & DETAILS |
| A-601 PARTITION TYPES |
| A-610 DOOR SCHEDULE |
| A-622 INTERIOR WINDOW, LOUVER & TRANSLUCENT WALL PANEL DETAILS |
| A-802C SECOND FLOOR REFLECTED CEILING PLAN - AREA C - HANGAR / HMU |
File details come from the government source that posted it. Updated .