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L
DETAIL / ENGLARGED PLAN
ROOM NUMBER
ELEVATION DATUM
INTERIOR ELEVATION
BUILDING SECTION
DETAIL / WALL SECTION
BUILDING ELEVATION
LC
ARCHITECTURAL SYMBOLS LEGEND
ROOM NAME
A
0'-0"
FIN. FLOOR
PARTITION / WALL TYPE
DESIGNATION
DIRECTION OF SLOPES (DOWN)
A1 A1
AA301 AA301
A1
AA501
A1
AA301
ARCHITECTURAL GENERAL NOTES
NORTH ARROW
N
AS102
B5
GYPSUM WALLBOARD (GWB)
RIGID INSULATION
PLYWOOD OR MDF (AS NOTED)
FINISHED WOOD
CONTINUOUS WOOD BLOCKING
EARTH
POROUS FILL
CAST IN PLACE
INTERRUPTED WOOD BLOCKING, SHIMS
ARCHITECTURAL MATERIALS LEGEND
CONCRETE MASONRY UNIT (CMU)
BATT, LOOSE, BLANKET INSULATION, U.O.N.
KEYNOTE
CONSTRUCTION NOTE/
NORTHWEST
NOT TO SCALE
NOMINAL
NUMBER
NOT IN CONTRACT
NORTH
METAL
MOUNTING
MASONRY OPENING
MISCELLANEOUS
MINIMUM
MECHANICAL
MAXIMUM
MATERIAL
MANUFACTURER
LENGTH/LONG
KNOCK DOWN
JOINT
INTERIOR
INSULATION
INSIDE DIAMETER
NW
N.T.S.
NOM
NO.
N.I.C.
N
MTL
MTG
M.O.
MISC.
MIN.
MECH
MAX.
MAT
MANUF.
L
KD
JT
INT
INSUL
I.D.
KEY
INTERIOR B
C
D
AB
BC
DA
CD
GRID BUBBLE
EIFS
ACCESSORY
ARCHITECTURAL ABBREVIATIONS
W
DESIGNATION
WINDOW, LOUVER, AND DOOR
2. VERIFY FURNISHINGS WITH CORPS OF ENGINEERS (COE).
3. THE 0'-0" REFERENCE ELEVATION SHALL BE THE TOP OF SLAB. ACTUAL ELEVATIONS ARE INDICATED ON THE CIVIL DRAWINGS.
4. UNLESS OTHERWISE NOTED, ALL ELEVATIONS ARE MEASURED FROM THE REFERENCE ELEVATION +0'-0".
8. SEE ADDITIONAL GENERAL NOTES ON EACH INDIVIDUAL SHEET.
9. SEE SITE LAYOUT PLAN & CIVIL DRAWINGS FOR EXACT BUILDING LOCATION AND SITE ORIENTATION.
VIEW DESIGNATION
SHEET WHERE SHOWN
SECTION NUMBER
SHEET WHERE SHOWN
DETAIL NUMBER
SHEET WHERE SHOWN
ELEVATION NUMBER
SHEET WHERE SHOWN
SHEET WHERE SHOWN
DETAIL NUMBER
WINDOW, LOUVER, DOOR
TYPE NUMBER TRUE NORTH
& AIR CONDITIONING
HEATING, VENTILATION,
HEIGHT
HOUR
HORIZONTAL
HOLLOW METAL
HARDWOOD
HARDWARE
HAND
HANDICAPPED
GYPSUM
GYPSUM WALL BOARD
GRADE
GRID LINE
GLASS
GLASS FIBER REINFORCED GYPSUM
GOVERNMENT INSTALLED
GOVERNMENT FURNISHED
GALVANIZED
GAUGE
FINISH FLOOR ELEVATION
FLOOR SINK
FACE OF
FLOOR
FINISH
FINISH FLOOR
FIRE EXTINGUISHER CABINET
FIRE EXTINGUISHER BRACKET
FIRE EXTINGUISHER
FLOOR DRAIN
FIRE ALARM
EXTERIOR
EXPANSION/ EXPOSED
EXISTING
ELECTRICAL WATER COOLER
EQUIPMENT
EQUAL
EXTERIOR POLYSTYRENE
ELEVATOR
ELECTRIC
EDGE OF SLAB
ELEVATION
EXTERIOR FINISHING SYSTEM
EXPANSION JOINT
EACH
DRAWING
DOWNSPOUT
DOWN
DISPENSER
DIMENSION
DIAGONAL
DIAMETER
DOUBLE
CONTRACTOR INSTALLED
CONTRACTOR FURNISHED
CERAMIC TILE
CARPET
CORPS OF ENGINEERS
CONTINUOUS
CONSTRUCTION
CONCRETE
COLUMN
CONCRETE MASONRY UNIT
CEILING
CLEAR
CONTROL JOINT
CORNER GUARD
CENTERLINE
BY
BRICK VENEER
BUILT-UP ROOFING
BEARNING
BOTTOM
BEAM
BLOCKING
BUILDING
BOARD
BOTTOM OF
ACOUSTICAL TILE CEILING
LIST-MOBILITY SYSTEM
AUTHORIZED STOCKAGE
APPROXIMATE
ANCHOR, ANCHORAGE
ALUMINUM
ALTERNATE
ABOVE FINISH SLAB
ABOVE FINISH FLOOR
ADJUSTABLE, ADJUST
AT
AND
WT
WD
WC
WR
W.P.
WP
W.O.
W/O W/ W
WDW
VTR
VERT.
V.I.F.
VCT
VB
U.O.N.
T&B
TYP
TP
T.O.
THRSLD
SW
STL
STD
S.S.
SUSP.
STRUCT
STC
SSMR
SQ.
SOG
SL
SIM
SF
SCHED.
SATS
SAFB
S
RP
R.O.
RM
REQ'D
REINF.
REF.
R
PTD, PT
PR
PLYWD
PLAM
PL
PEMB
O.T.S.
OPP
OPN'G
O.H.
O.D.
O.C.
WEIGHT
WOOD
WALL COVERING
WATER RESISTANT
WORK POINT
WALL PANELS
WINDOW OPENING
WITH WITHOUT
WITH
WEST
WINDOW
VENT THRU ROOF
VERTICAL
VERIFY IN THE FIELD
VINYL COMPOSITION TILE
VINYL BASE
UNLESS OTHERWISE NOTE
TOP & BOTTOM
TYPICAL
TOILET PARTITION
TOP OF
THRESHOLD
SOUTHWEST
STEEL
STANDARD
STAINLESS STEEL
SUSPENDED
STRUCTURAL
SOUND TRANSMISSION CLASS
STANDING SEAM METAL ROOF
SQUARE
SLAB ON GRADE
SLOPE
SIMILAR
SQUARE FEET
SCHEDULE
STANDARD AUTOMOTIVE TOOL SET
FIRE BLANKETS
SOUND ATTENUATING
SOUTH
ROOF PANELS
ROUGH OPENING
ROOM
REQUIRED
REINFORCING
REFRIGERATOR
RADIUS
PAINTED, PAINT
PAIR
PLYWOOD
PLASTIC LAMINATE
PLATE
PRE-ENGINEERED METAL BUILDING
OPEN TO STRUCTURE
OPPOSITE
OPENING
OPPOSITE HAND
OUTSIDE DIAMETER
ON CENTER
HVAC
HT
HR
HORIZ
HM
HDWD
HDW
HD
HC
GYP
GWB
GR
G.L.
GL
GFRG
GFGI
GALV
GA
FFE
FS
F.O.
FLR
FIN
FF
FEC
FEB
FE
FD
FA
EXT
EXP
EXIST
EWC
EQUIP
EQ
EPS
ELEV
ELECT
E.O.S
EL
EFS
EJ
EA
DWGS
DS
DN
DISP
DIM
DIAG
DIA
DBL
C.F.C.I.
CT
CPT
COE
CONT
CONST
CONC
COL
CMU
CLG
CL
CJ
CG
X
BV
BUR
BRG
BOTT
BM
BLKG
BLDG
BD
B.O.
ATC
ASLMS
APPROX
ANCH
ALUM
ALT
A.F.S.
A.F.F.
ADJ
UNLESS OTHERWISE NOTED
1. ALL DIMENSIONS SHOWN ON PLANS ARE TO FACE OF CMU, EIFS, GYPSUM WALL, FACE OF STUD OR COLUMN CENTERLINES,
5. THE CONTRACTOR SHALL VERIFY THE DIMENSIONS NECESSARY FOR PROPER EXECUTION OF THE WORK. ANY DISCREPANCIES
6. UNLESS OTHERWISE NOTED, ALL NOTES, DETAILS AND FEATURES DRAWN AS APPLICABLE FOR ONE CONDITION, SHALL BE APPLICABLE TO SIMILAR CONDITIONS WHETHER OR NOT IT IS SPECIFICALLY INDICATED OR NOTED.
7. CONTRACTOR SHALL INSTALL BLOCKING (STEEL STUD OR WOOD - PRESSURE TREATED IN COMPLIANCE WITH AMERICAN WOOD PROTECTION ASSOCIATIONS STANDARD C2 OR C31. SEPARATE PRESSURE TREATED WOOD AND METAL DECKING, SHEET METAL CEILING MOUNTED ACCESSORIES. VERIFY MOUNTING HEIGHTS TRIM, GUTTERS, FASCIAS, ETC. WITH MINIMUM 30TH ASPHALT FELT.
WOOD NEAR WET CONDITIONS, U.O.N.) AT ALL WALL OR WITH MANUF.'S SPECIFICATIONS/ RECOMMENDATIONS FOR EACH ITEM.
SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTING OFFICER.
EXISTING SLAB WILL FALL UNDER 'L' WORK (INCLUDING UTITLITY ABOVE SLAB)
10. ALL BELOW SLAB WORK WILL FALL UNDER 'K' WORK (INCLUDING ALL UTILITIES UNDER SLAB) AND ALL VERTICAL DESIGN ABOVE
D G
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N
S
A-001
UWA
A II .,
LICENSED
No. 8026
PROFESSIONAL
ARCHITECT
H
M
A
RK M
.S
A
O
.N A
AK
SECTION 16-115-2 DEFINITIONS, EFFECTIVE 8/29/94.)
LANDSCAPE ARCHITECTS STATE OF HAWAII, SUBCHAPTER 1,
RULES FOR PROFESSIONAL ENGINEERS, SURVEYORS AND
SHALL BE DEFINED IN CHAPTER 115, HAWAII ADMINISTRATIVE
UNDER MY OBSERVATION. ("OBSERVATION OF CONSTRUCTION"
SUPERVISION AND CONSTRUCTION OF THIS PROJECT WILL BE
THIS WORK WAS PREPARED BY ME OR UNDER MY
EXPIRATION DATE 04/30/2018
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FINISHES AND MATERIALS:FINISHES AND MATERIALS: FINISHES AND MATERIALS:FINISHES AND MATERIALS:FINISHES AND MATERIALS:
1. EXTERIOR WALL SYSTEM:
WATER REPELLENT ON SPLIT-FACE (COLOR: BROWN)
AND SMOOTH FACE (COLOR: LIGHT BEIGE) CMU
2. ROOF:
STANDING SEAM METAL ROOF (COLOR: GREEN) ON
METAL FRAMING WITH METAL SOFFIT PANELS (COLOR:
WHITE) ON THE EXTERIOR
3. GUTERS & DOWNSPOUTS (COLOR: GREEN):
PREFINISHED ALUMINUM OR MATCH ROOF MATERIAL
4. FLOORS:
SEALER ON EXISTING SLAB ON GRADE
5. INTERIOR WALLS:
PAINT ON SMOOTH-FACE CMU
6. CEILINGS:
5/8" GYP BD CEILING @ 8'-8" A.F.F.. SEMI-GLOSS
PAINTED FINISH
7. DOORS:
PAINTED HOLLOW METAL DOORS WITH PREFINISHED
HOLLOW METAL FRAME
8. WINDOWS/LOUVERS:
HIGH PERFORMANCE, PREFINISHED ALUMINUM
SLIDING WINDOWS OR FIXED STORM-RESISTANT
LOUVERS W/ STAINLESS STEEL FASTENERS AND
ACCESSORIES
9. SIGNAGE:
NUMBERED IN ACCORDANCE WITH ARMY STANDARDS
10. ACCESSIBILITY:
NOT DESIGNED TO MEET THE AMERICANS WITH
DISABILITIES ACT (ADA) AND ARCHITECTURAL
BARRIERS ACT (ABA) ACCESSIBILITY GUIDELINES
AS APPLICABLE
1. EXTERIOR WALL SYSTEM:
WATER REPELLENT ON SPLIT-FACE (COLOR: BROWN)
AND SMOOTH FACE (COLOR: LIGHT BEIGE) CMU
2. ROOF:
STANDING SEAM METAL ROOF (COLOR: GREEN) ON
METAL FRAMING WITH METAL SOFFIT PANELS (COLOR:
WHITE) ON THE EXTERIOR
3. GUTERS & DOWNSPOUTS (COLOR: GREEN):
PREFINISHED ALUMINUM OR MATCH ROOF MATERIAL
4. FLOORS:
SEALER ON EXISTING SLAB ON GRADE
5. SHOWERS:
SOLID PLASTIC SHOWER/DRESSING COMPARTMENTS
SHOWER BASE.
6. TOILET/URINAL PARTITIONS:
SOLID PLASTIC PARITIONS AND SCREENS
7. INTERIOR WALLS:
EPOXY PAINT ON SMOOTH-FACE CMU
8. CEILINGS:
5/8" GYP BD CEILING @ 8'-8" A.F.F.. SEMI-GLOSS
PAINTED FINISH
9. DOORS:
PAINTED HOLLOW METAL DOORS WITH PREFINISHED
HOLLOW METAL FRAME
10. WINDOWS/LOUVERS:
HIGH PERFORMANCE, PREFINISHED ALUMINUM
SLIDING WINDOWS OR FIXED STORM-RESISTANT
LOUVERS W/ STAINLESS STEEL FASTENERS AND
ACCESSORIES
11. SIGNAGE:
NUMBERED IN ACCORDANCE WITH ARMY STANDARDS
12. ACCESSIBILITY:
NOT DESIGNED TO MEET THE AMERICANS WITH
DISABILITIES ACT (ADA) AND ARCHITECTURAL
BARRIERS ACT (ABA) ACCESSIBILITY GUIDELINES AS
APPLICABLE
1. EXTERIOR WALL SYSTEM:
WATER REPELLENT ON SPLIT-FACE (COLOR:
BROWN) AND SMOOTH FACE (COLOR: LIGHT BEIGE)
CMU
2. ROOF:
STANDING SEAM METAL ROOF (COLOR: GREEN)
ON METAL FRAMING WITH METAL SOFFIT PANELS
(COLOR: WHITE) ON THE EXTERIOR
3. GUTERS & DOWNSPOUTS (COLOR: GREEN):
PREFINISHED ALUMINUM OR MATCH ROOF MATERIAL
4. FLOORS:
SEALER ON EXISTING SLAB ON GRADE
5. TOILET/URINAL PARTITIONS:
SOLID PHENOLIC PARITIONS AND SCREENS
6. INTERIOR WALLS:
EPOXY PAINT OVER SMOOTH-FACE CMU
7. CEILINGS:
PAINTED FINISH
8. INTERIOR DOORS:
PAINTED SOLID CORE WOOD DOORS WITH
PRE-FINISHED HOLLOW METAL FRAME
9. EXTERIOR DOORS:
PAINTED HOLLOW METAL DOORS WITH
PR-EFINISHED HOLLOW METAL FRAME
10. WINDOWS/LOUVERS:
HIGH PERFORMANCE, PREFINISHED ALUMINUM
SLIDING WINDOWS OR FIXED STORM-RESISTANT
LOUVERS W/ STAINLESS STEEL FASTENERS AND
ACCESSORIES
11. SIGNAGE:
NUMBERED IN ACCORDANCE WITH ARMY
STANDARDS
12. ACCESSIBILITY:
NOT DESIGNED TO MEET THE AMERICANS WITH
DISABILITIES ACT (ADA) AND ARCHITECTURAL
BARRIERS ACT (ABA) ACCESSIBILITY GUIDELINES
AS APPLICABLE
1. EXTERIOR WALL SYSTEM:
WATER REPELLENT ON SPLIT-FACE (COLOR: BROWN)
AND SMOOTH FACE (COLOR: LIGHT BEIGE) CMU
2. ROOF:
STANDING SEAM METAL ROOF (COLOR: GREEN) ON
METAL FRAMING WITH METAL SOFFIT PANELS (COLOR:
WHITE) ON THE EXTERIOR
5. INTERIOR WALLS:
PAINT OVER CMU
6. CEILINGS:
PAINTED FINISH
7. INTERIOR DOORS:
PAINTED SOLID CORE WOOD DOORS WITH
PREFINISHED HOLLOW METAL FRAME
8. EXTERIOR DOORS:
PAINTED HOLLOW METAL DOORS WITH PREFINISHED
HOLLOW METAL FRAME
9. WINDOWS/LOUVERS:
HIGH PERFORMANCE, PREFINISHED ALUMINUM
SLIDING WINDOWS OR FIXED STORM-RESISTANT
LOUVERS W/ STAINLESS STEEL FASTENERS AND
ACCESSORIES
10. SIGNAGE:
NUMBERED IN ACCORDANCE WITH ARMY STANDARDS
11. ACCESSIBILITY:
NOT DESIGNED TO MEET THE AMERICANS WITH
DISABILITIES ACT (ADA) AND ARCHITECTURAL
BARRIERS ACT (ABA) ACCESSIBILITY GUIDELINES AS
APPLICABLE
1. EXTERIOR WALL SYSTEM:
WATER REPELLENT ON SPLIT-FACE (COLOR: BROWN)
AND SMOOTH FACE (COLOR: LIGHT BEIGE) CMU
2. ROOF:
STANDING SEAM METAL ROOF (COLOR: GREEN) ON
METAL FRAMING WITH METAL SOFFIT PANELS (COLOR:
WHITE) ON THE EXTERIOR
5. INTERIOR WALLS:
PAINT OVER SMOOTH-FACE CMU
6. CEILINGS:
PAINTED FINISH
7. INTERIOR DOORS:
PAINTED SOLID CORE WOOD DOORS WITH
PRE-FINISHED HOLLOW METAL FRAME
8. EXTERIOR DOORS:
PAINTED HOLLOW METAL DOORS WITH PRE-FINISHED
HOLLOW METAL FRAME
9. WINDOWS/LOUVERS:
HIGH PERFORMANCE, PREFINISHED ALUMINUM
SLIDING WINDOWS OR FIXED STORM-RESISTANT
LOUVERS W/ STAINLESS STEEL FASTENERS AND
ACCESSORIES
10. SIGNAGE:
NUMBERED IN ACCORDANCE WITH ARMY STANDARDS
11. ACCESSIBILITY:
DESIGNED TO MEET THE AMERICANS WITH
DISABILITIES ACT (ADA) AND ARCHITECTURAL
BARRIERS ACT (ABA) ACCESSIBILITY GUIDELINES AS
APPLICABLE
1. ALL EXTERIOR FINISHES,
INCLUDING COLORS AND
MATERIALS, SHALL MATCH
EXISTING HQ BUILDING ON
SITE. ALL SELECTIONS ON
CONTRACTING OFFICER
PRIOR TO PROCURING OR
CONSTRUCTING.
GENERAL NOTES
- BARRACKS - LARGE
BUILDING 135-139 & 144-148
- GP ADMIN - SMALL
BUILDING 140 & 149 BUILDING 121 - LAUNDRY BUILDING 133 - LATRINE ONLY
A-002
- SHOWER LATRINE DUPLEX
BUILDING 131,131A & 142, 142A
F
IN
IS
H
E S
FINISHES MUST BE REVIEWED
AND APPROVED BY THE
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US Army Corps
U .S
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+/- 49'-0"
EXISTING E.O.S.
E X
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G
E .O
.S
E X
IS
T
IN
G
E .O
.S
E X
IS
T
IN
G
E .O
.S
EXISTING E.O.S.
+/- 48'-8"
10'-0", VIF
V
IF
+/- 4'-0"+/- 4'-0"
SHEET KEYNOTE
SCALE: 1/4" = 1'-0"
A1
N
GENERAL NOTES
STRUCTURAL FOUNDATION PLAN
2. FOR ADDITIONAL SLAB DEMO NOTES, SEE
PRIOR TO THE START OF WORK
ALL DISCREPANCIES AND QUESTIONS
COMMENCING CONSTRUCTION. RESOLVE
THE CONTRACTING OFFICER PRIOR TO
CONDITIONS AND THE DRAWINGS TO
DIFFERENCES BETWEEN EXISTING
REPORT ANY DISCREPANCIES AND/OR
ON-SITE CONSTRUCTION ACTIVITIES.
NEW WORK PRIOR TO THE START OF
OF ANY DEMOLITION WORK, AND THE
THE EXISTING CONDITIONS. THE EXTENT
SITE AND BECOME FAMILIAR WITH
CONSTRUCTION. VISIT THE PROJECT
THAT MAY BE ENCOUNTERED DURING
ALL THE EXISTING CONDITIONS
1. THE DRAWINGS DO NOT REFLECT
BUILDING SITE INFORMATION.
SEE SHEET GI003 FOR DETAILED
NOTE:
D E
M O
L
IT
IO
N
P L
A N
B
L D
G
/1
A
/1
AD101
BLDG. TYPE A
BUILDING 131/131A, 142/142A - DEMOLITION PLAN
ACCESS DOORS.
WALLS AND FLOOR PAD W/ FLOOR
WHICH INCLUDES EXISTING CONC.
ENCLOSURE IN ITS ENTIRETY
DEMOLISH EXISTING TRASH
CONCRETE PAD.
REMOVE EXISTING ENTRY
FOOTPRINT OF NEW WALLS
AND ACCESSORIES OUTSIDE OF
APPERTUNANCES, PROJECTIONS,
REMAIN. DEMOLISH ANY
ITS ENTIRETY. EXISTING SLAB TO
DEMOLISH EXISTING BUILDING IN
0 4' 8'
SCALE: 1/4" = 1'-0"
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I
D R
H J G
-T
IT
L B
K .d g n
IS
S
U E
D A
T E
P A
C
IF
IC
O
C E
A N
H O
N O
L U
L U
H
A W
A
II
B O
W E
R S
A N
D K
U B
O T
A
M A
N A
G E
M E
N T
-4
A
K O
K I
S T
R E
E T
W A
IP
A
H U
H
I
W A
-1 -D
-0
JL
/H
D
J L
/F L
H D
JL
/H
D
A S
N O
T E
D
W A
-1 -D
-0
D
C
A
B
1 2 3 4 5
SHEET ID
IS
L
A N
D O
F H
A W
A
II
H
A W
A
II
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A
T R
A
IN
IN
G
C O
M P
L E
X
B A
R R
A C
K S
P
H
F Y
M C
A P
N
O P
E R
A T
IO
N
A L
R E
A D
IN
E
S S
/2 /8
/2
/8
EXISTING E.O.S
E X
IS
T
IN
G
E .0
.S
+/- 97'-0"
2 SHEET KEYNOTE
SCALE: 3/16" = 1'-0"
B1
N
AND/OR RETAINING WALL
DEMOLISH EXISTING CURB
CONCRETE PAD.
REMOVE EXISTING ENTRY
FOOTPRINT OF NEW WALLS
AND ACCESSORIES OUTSIDE OF
APPERTUNANCES, PROJECTIONS,
REMAIN. DEMOLISH ANY
ITS ENTIRETY. EXISTING SLAB TO
DEMOLISH EXISTING BUILDING IN
GENERAL NOTES
STRUCTURAL FOUNDATION PLAN
2. FOR ADDITIONAL SLAB DEMO NOTES, SEE
PRIOR TO THE START OF WORK
ALL DISCREPANCIES AND QUESTIONS
COMMENCING CONSTRUCTION. RESOLVE
THE CONTRACTING OFFICER PRIOR TO
CONDITIONS AND THE DRAWINGS TO
DIFFERENCES BETWEEN EXISTING
REPORT ANY DISCREPANCIES AND/OR
ON-SITE CONSTRUCTION ACTIVITIES.
NEW WORK PRIOR TO THE START OF
OF ANY DEMOLITION WORK, AND THE
THE EXISTING CONDITIONS. THE EXTENT
SITE AND BECOME FAMILIAR WITH
CONSTRUCTION. VISIT THE PROJECT
THAT MAY BE ENCOUNTERED DURING
ALL THE EXISTING CONDITIONS
1. THE DRAWINGS DO NOT REFLECT
0 4' 8'
SCALE: 3/16" = 1'-0"
BUILDING SITE INFORMATION.
SEE SHEET GI003 FOR DETAILED
NOTE:
D E
M O
L
IT
IO
N
F L
O O
R P
L A
N
B A
R R
A C
K S
L
A R
G E
B
L D
G
AD102
BLDG. TYPE B
147, 148 - BARRACKS - LARGE - DEMOLITION FLOOR PLAN
BUILDING 135, 136, 137, 138, 139, 144, 145, 146,
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I
D R
H J G
-T
IT
L B
K .d g n
IS
S
U E
D A
T E
P A
C
IF
IC
O
C E
A N
H O
N O
L U
L U
H
A W
A
II
B O
W E
R S
A N
D K
U B
O T
A
M A
N A
G E
M E
N T
-4
A
K O
K I
S T
R E
E T
W A
IP
A
H U
H
I
W A
-1 -D
-0
JL
/H
D
J L
/F L
H D
JL
/H
D
A S
N O
T E
D
W A
-1 -D
-0
D
C
A
B
1 2 3 4 5
SHEET ID
IS
L
A N
D O
F H
A W
A
II
H
A W
A
II
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A
T R
A
IN
IN
G
C O
M P
L E
X
B A
R R
A C
K S
P
H
F Y
M C
A P
N
O P
E R
A T
IO
N
A L
R E
A D
IN
E
S S
/2 /8
/2
/8
+/- 48'-0"
E X
IS
T
IN
G
E .O
.S
EXISTING E.O.S.
1 SHEET KEYNOTE
N
CONCRETE PAD.
REMOVE EXISTING ENTRY
FOOTPRINT OF NEW WALLS
AND ACCESSORIES OUTSIDE OF
APPERTUNANCES, PROJECTIONS,
REMAIN. DEMOLISH ANY
ITS ENTIRETY. EXISTING SLAB TO
DEMOLISH EXISTING BUILDING IN
GENERAL NOTES
STRUCTURAL FOUNDATION PLAN
2. FOR ADDITIONAL SLAB DEMO NOTES, SEE
PRIOR TO THE START OF WORK
ALL DISCREPANCIES AND QUESTIONS
COMMENCING CONSTRUCTION. RESOLVE
THE CONTRACTING OFFICER PRIOR TO
CONDITIONS AND THE DRAWINGS TO
DIFFERENCES BETWEEN EXISTING
REPORT ANY DISCREPANCIES AND/OR
ON-SITE CONSTRUCTION ACTIVITIES.
NEW WORK PRIOR TO THE START OF
OF ANY DEMOLITION WORK, AND THE
THE EXISTING CONDITIONS. THE EXTENT
SITE AND BECOME FAMILIAR WITH
CONSTRUCTION. VISIT THE PROJECT
THAT MAY BE ENCOUNTERED DURING
ALL THE EXISTING CONDITIONS
1. THE DRAWINGS DO NOT REFLECT
D E
M O
L
IT
IO
N
F L
O O
R P
L A
N
B L
D G
,1
G
P A
D M
IN
S M
A L
L
AD103
BLDG. TYPE C
SCALE: 3/16" = 1'-0"
C1
BLDG 140,149 GP ADMIN SMALL - DEMOLITION FLOOR PLAN
BUILDING SITE INFORMATION.
SEE SHEET GI003 FOR DETAILED
NOTE:
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I
D R
H J G
-T
IT
L B
K .d g n
IS
S
U E
D A
T E
P A
C
IF
IC
O
C E
A N
H O
N O
L U
L U
H
A W
A
II
B O
W E
R S
A N
D K
U B
O T
A
M A
N A
G E
M E
N T
-4
A
K O
K I
S T
R E
E T
W A
IP
A
H U
H
I
W A
-1 -D
-0
JL
/H
D
J L
/F L
H D
JL
/H
D
A S
N O
T E
D
W A
-1 -D
-0
D
C
A
B
1 2 3 4 5
SHEET ID
IS
L
A N
D O
F H
A W
A
II
H
A W
A
II
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A
T R
A
IN
IN
G
C O
M P
L E
X
B A
R R
A C
K S
P
H
F Y
M C
A P
N
O P
E R
A T
IO
N
A L
R E
A D
IN
E
S S
/2 /8
/2
/8
+/- 12'-3"
E X
IS
T
IN
G
E .O
.S
EXISTING E.O.S.
+/- 61'-0"
CONTINUATION
FOR WALKWAY
SEE SHEET AD105
WALKWAY
COVERED
EXIST
EDGE
EXIST WALKWAY
LINE ABOVE
EXIST ROOF
SHEET KEYNOTE
SCALE: 1/4" = 1'-0"
B1
N
BLDG 121 LAUNDRY - DEMOLITION FLOOR PLAN
GENERAL NOTES
STRUCTURAL FOUNDATION PLAN
2. FOR ADDITIONAL SLAB DEMO NOTES, SEE
PRIOR TO THE START OF WORK
ALL DISCREPANCIES AND QUESTIONS
COMMENCING CONSTRUCTION. RESOLVE
THE CONTRACTING OFFICER PRIOR TO
CONDITIONS AND THE DRAWINGS TO
DIFFERENCES BETWEEN EXISTING
REPORT ANY DISCREPANCIES AND/OR
ON-SITE CONSTRUCTION ACTIVITIES.
NEW WORK PRIOR TO THE START OF
OF ANY DEMOLITION WORK, AND THE
THE EXISTING CONDITIONS. THE EXTENT
SITE AND BECOME FAMILIAR WITH
CONSTRUCTION. VISIT THE PROJECT
THAT MAY BE ENCOUNTERED DURING
ALL THE EXISTING CONDITIONS
1. THE DRAWINGS DO NOT REFLECT
BUILDING SITE INFORMATION.
SEE SHEET GI003 FOR DETAILED
NOTE:
D E
M O
L
IT
IO
N
F L
O O
R P
L A
N
B L
D G
L
A U
N D
R Y
AD104
BLDG. TYPE E
ROOF FOOTINGS IN ITS ENTIRETY
CANOPY ROOF, ROOF POST AND
DEMOLISH EXISTING WALKWAY
ENTIRETY
DEMOLISH SIDEWALK IN ITS
NOT USED
CONCRETE PAD
REMOVE EXISTING ENTRY
FOOTPRINT OF NEW WALLS
AND ACCESSORIES OUTSIDE OF
APPERTUNANCES, PROJECTIONS,
REMAIN. DEMOLISH ANY
ITS ENTIRETY. EXISTING SLAB TO
DEMOLISH EXISTING BUILDING IN
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I
D R
H J G
-T
IT
L B
K .d g n
IS
S
U E
D A
T E
P A
C
IF
IC
O
C E
A N
H O
N O
L U
L U
H
A W
A
II
B O
W E
R S
A N
D K
U B
O T
A
M A
N A
G E
M E
N T
-4
A
K O
K I
S T
R E
E T
W A
IP
A
H U
H
I
W A
-1 -D
-0
JL
/H
D
J L
/F L
H D
JL
/H
D
A S
N O
T E
D
W A
-1 -D
-0
D
C
A
B
1 2 3 4 5
SHEET ID
IS
L
A N
D O
F H
A W
A
II
H
A W
A
II
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A
T R
A
IN
IN
G
C O
M P
L E
X
B A
R R
A C
K S
P
H
F Y
M C
A P
N
O P
E R
A T
IO
N
A L
R E
A D
IN
E
S S
/2 /8
/2
/8
+/- 23'-0" (VIF)
EXISTING E.O.S.
EDGE
EXIST WALKWAY
SEE SHEET AD104
BUILDING 121
LINE ABOVE
EXIST ROOF
WALKWAY
COVERED
EXIST
V
IF
V
IF
V
IF
+/- 11'-3 3/4 " (VIF)
+/- 9'-0" (VIF)
+/- 8'-0" (VIF)
V
IF
+/- 6'-7 3/4 " (VIF)
+/- 3'-4"
SHEET KEYNOTE
SCALE: 1/4" = 1'-0"
A1
GENERAL NOTES
STRUCTURAL FOUNDATION PLAN
2. FOR ADDITIONAL SLAB DEMO NOTES, SEE
PRIOR TO THE START OF WORK
ALL DISCREPANCIES AND QUESTIONS
COMMENCING CONSTRUCTION. RESOLVE
THE CONTRACTING OFFICER PRIOR TO
CONDITIONS AND THE DRAWINGS TO
DIFFERENCES BETWEEN EXISTING
REPORT ANY DISCREPANCIES AND/OR
ON-SITE CONSTRUCTION ACTIVITIES.
NEW WORK PRIOR TO THE START OF
OF ANY DEMOLITION WORK, AND THE
THE EXISTING CONDITIONS. THE EXTENT
SITE AND BECOME FAMILIAR WITH
CONSTRUCTION. VISIT THE PROJECT
THAT MAY BE ENCOUNTERED DURING
ALL THE EXISTING CONDITIONS
1. THE DRAWINGS DO NOT REFLECT
BUILDING 133 LATRINE ONLY - DEMOLITION FLOOR PLAN
N
0 4' 8'
SCALE: 1/4" = 1'-0"
BUILDING SITE INFORMATION
SEE SHEET GI003 FOR DETAILED
NOTE:
D E
M O
L
IT
IO
N
F L
O O
R P
L A
N
B L
D G
L
A T
R
IN
E O
N L
Y
AD105
BLDG. TYPE F
ROOF FOOTINGS IN ITS ENTIRETY
CANOPY ROOF, ROOF POST AND
DEMOLISH EXISTING WALKWAY
ENTIRETY
DEMOLISH SIDEWALK IN ITS
SHED IN ITS ENTIRETY
DEMOLISH EXISTING STORAGE
CONCRETE PAD
REMOVE EXISTING ENTRY
FOOTPRINT OF NEW WALLS
AND ACCESSORIES OUTSIDE OF
APPERTUNANCES, PROJECTIONS,
REMAIN. DEMOLISH ANY
ITS ENTIRETY. EXISTING SLAB TO
DEMOLISH EXISTING BUILDING IN
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I
D R
H J G
-T
IT
L B
K .d g n
IS
S
U E
D A
T E
P A
C
IF
IC
O
C E
A N
H O
N O
L U
L U
H
A W
A
II
B O
W E
R S
A N
D K
U B
O T
A
M A
N A
G E
M E
N T
-4
A
K O
K I
S T
R E
E T
W A
IP
A
H U
H
I
W A
-1 -D
-0
JL
/H
D
J L
/F L
H D
JL
/H
D
A S
N O
T E
D
W A
-1 -D
-0
D
C
A
B
1 2 3 4 5
SHEET ID
IS
L
A N
D O
F H
A W
A
II
H
A W
A
II
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A
T R
A
IN
IN
G
C O
M P
L E
X
B A
R R
A C
K S
P
H
F Y
M C
A P
N
O P
E R
A T
IO
N
A L
R E
A D
IN
E
S S
/2 /8
/2
/8
TYP.
SPLASHBLOCK,
DOWNSPOUT +
SEE CIVIL
GRAVEL,
D
A
B
C
E Q
E X
IS
T
IN
G
E .O
.S
E Q
7'-0"
C3
A-201
A3
A-201
W
W
L
W
W
D
D
D
TYP
FD
T Y
P
FEC
FEC
TYP
TYP
SCREEN,
URINAL
TYP
TYP
T Y
P
FDFD
CHASE SPACE
LANDING
CONCRETE
ABOVE, TYP.
ROOF OUTLINE
C1
A-201
MECH. FAN
MECH. FAN
C
D B1/B2
STORAGE
CL CL
CLR TYP
BLDG 131A & 142A SCOPE
BLDG 131 & 142 SCOPE
7 TYP
SEE A1/A503
BOOT WASH,
SEE A1/A503
BOOT WASH,
IDENTICAL TO BLDG 131A & 142A SCOPE
A1
A-201
A1
A-301
A1
A-301
EQEXISTING E.O.S.
EQ 4'-0"5'-10"26'-0"9'-6"4'-0"
4'-0"41'-4"4'-0"
12'-1"13'-5"
27'-3"6'-6"
3'-0"
C1
A-301
C1
A-301
3'-0"
3'-3"
5'-7"
6'-0"5'-0"
6'-0"5'-0"
4'-10"4'-6"
L
C1/A-202
KEY-SEE
INT. ELEV
(13)
TYP OF
(11)
TYP OF
TYP
OF (11)
TYP
(11)
TYP OF
OF (11)
TYP
3'-8"49'-4"3'-8"
(5)
TYP OF
(6)
TYP OF
TYP
ABOVE,
OUTLINE
ROOF
SEE CIVIL
GRAVEL,
TYP
DRAWINGS,
SEE CIVIL
KEYSTONE
DRAWINGS, TYP
KEYSTONE, SEE CIVIL
5'-0"
PAVING
SIDEWALK
CONCRETE
ACCESSORY LEGEND
TOILET FIXTURE &
SCALE: 1/4" = 1'-0"
A2
N
SHOWER/LATRINE DUPLEX - FLOOR PLAN
BLDG 131/131A, 142/142A -
GENERAL NOTES
BUILDING SITE INFORMATION.
SEE SHEET GI003 FOR DETAILED
NOTE:
S H
O W
E R
/L A
T R
IN
E
D U
P L
E X
F
L O
O R
P L
A N
B
L D
G
/1
A
/1
A-101
0 4' 8'
SCALE: 1/4" = 1'-0"
& FINISH LEGEND
7. SEE A-504 FOR FINISH SCHEDULE
6. SEE A-505 FOR PARTITION TYPES
FOR DOORS AND WINDOWS.
5. SEE A-510 FOR ADDITIONAL INFORMATION
4. SEE A-002 FOR FINISHES.
URINALS, LOCKER AREA, ETC.
STALLS, TOILET COMPARTMENTS,
INCLUDING BUT NOT LIMITED TO SHOWER
TYPICAL FOR EACH CONDITION,
3. TOILET ACCESSORY KEYNOTES ARE
FLOOR DRAINS MAX 1/4" PER FOOT
2. FLOOR SLAB TO SLOPE DOWN TOWARD
SLAB PER STRUCTURAL
1. REPAIR ALL CRACKS ON THE EXISTING
14. TOILET PARTITION
DETAILS
A506 FOR MORE
COMPARTMENT, SEE
13. SHOWER/DRESSING
COAT HOOKS
12. HEAVY DUTY
APPROVED EQUAL
PRODUCT OR
BY SCRANTON
ALUMINUM PEDESTALS
PREFINISHED
HPDE BENCH W/
9 1/2"W x 5'-0"L x 1 1/2"D
11. FIXED LOCKER BENCH
TOTAL 13 LOCKERS
SHELF SEE C1/A503.
LOCKER WITH OPEN
10. SINGLE TIER METAL
9. FIXED DRESSING BENCH
8. WASTE RECEPTACLE
MOUNTED
DISPENSER, SURFACE
7. TOILET TISSUE
6. SOAP HOLDER
CURTAIN RODS
5. SHOWER CURTAIN AND
SURFACE MOUNTED
4. MIRROR, METAL,
LAVATORIES, TYP.
3. WALL MOUNTED
TOILETS, TYP.
2. WALL MOUNTED
URINALS, TYP.
1. WALL MOUNTED
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I
D R
H J G
-T
IT
L B
K .d g n
IS
S
U E
D A
T E
P A
C
IF
IC
O
C E
A N
H O
N O
L U
L U
H
A W
A
II
B O
W E
R S
A N
D K
U B
O T
A
M A
N A
G E
M E
N T
-4
A
K O
K I
S T
R E
E T
W A
IP
A
H U
H
I
W A
-1 -D
-0
JL
/H
D
J L
/F L
H D
JL
/H
D
A S
N O
T E
D
W A
-1 -D
-0
D
C
A
B
1 2 3 4 5
SHEET ID
IS
L
A N
D O
F H
A W
A
II
H
A W
A
II
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A
T R
A
IN
IN
G
C O
M P
L E
X
B A
R R
A C
K S
P
H
F Y
M C
A P
N
O P
E R
A T
IO
N
A L
R E
A D
IN
E
S S
/2 /8
/2
/8
N O
R T
H
T R
U E
B
C
D
B
C
A
A
D
CL
CL
CL
CL
CL CL
CL CL CL
CL
CL CL
CL
CL
CL
CL
CL
CL
CL
LIGHT LOCATION
SAME AS OTHER
SIDE
BUILDING OUTLINE
BELOW, TYP.
PAINTED 5/8"
WATER RESISTANT
GYP. CEILING, TYP.
ROOF OUTLINE
ABOVE, TYP.
SL
SLSL
SL
DOWNSPOUT, TYP.
PAINTED 5/8"
WATER RESISTANT
GYP. CEILING, TYP.
PRE-FINISHED STEEL
STANDING SEAM
ROOF, TYP.
CMU HEADER ABOVE,
SEE C5/S-503 FOR
DETAIL
METAL GUTTER
EXPANSION JOINT,
TYP. SEE A3/A-501
T Y
P
E Q
E Q
3'-3"
" EQ10'-6"10'-6"EQ E
Q
E Q
E Q
E Q
EQEQ
EQ
EQ
EQEQ
E
Q E
Q
EQ16'-0"EQ
METAL GUTTER
EXPANSION JOINT,
TYP. SEE A3/A501
6'-6"9'-2"6'-9" 10'-0"6'-5"
TYP. 2'-0"
EQ EQ
3'-0"
TYP.
12" WIDE METAL
PANEL SOFFIT
DOWNSPOUT, TYP.
RCP LEGEND
1 2
SEE C4/A-501 IN
ACCESS PANEL
FIXTURE
WALL MOUNTED LIGHT
DOWNLIGHT
CEILING LIGHT FIXTURE
GENERAL NOTES
& FINISH LEGEND
2. SEE A-504 FOR FINISH SCHEDULE
INFORMATION.
DETAILS AND ADDITIONAL
INFORMATION AND DETAILS, FOR
1. REFER TO GENERAL
SCALE: 1/8" = 1'-0"
C2
N
SCALE: 1/8" = 1'-0"
A2
N
R E
F L
E C
T E
D C
E
IL
IN
G
/P L
A N
R O
O F
P L
A N
S
H O
W E
R /L
A T
R
IN
E D
U P
L E
X
D
G
/1
A
/1
A-102
EQ EQ
SHOWER/LATRINES DUPLEX - REFLECTED CEILING PLAN
BLDG 131/131A, 142/142A -
SHOWER/LATRINES DUPLEX - ROOF PLAN
BLDG 131/131A, 142/142A -
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I
D R
H J G
-T
IT
L B
K .d g n
IS
S
U E
D A
T E
P A
C
IF
IC
O
C E
A N
H O
N O
L U
L U
H
A W
A
II
B O
W E
R S
A N
D K
U B
O T
A
M A
N A
G E
M E
N T
-4
A
K O
K I
S T
R E
E T
W A
IP
A
H U
H
I
W A
-1 -D
-0
JL
/H
D
J L
/F L
H D
JL
/H
D
A S
N O
T E
D
W A
-1 -D
-0
D
C
A
B
1 2 3 4 5
SHEET ID
IS
L
A N
D O
F H
A W
A
II
H
A W
A
II
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A
T R
A
IN
IN
G
C O
M P
L E
X
B A
R R
A C
K S
P
H
F Y
M C
A P
N
O P
E R
A T
IO
N
A L
R E
A D
IN
E
S S
/2 /8
/2
/8
A
B
FEC
FEC
TYP.
ROOF OUTLINE ABOVE,
CMU WALL, TYP.
SPLASHBLOCK, TYP.
DOWNSPOUT +
DRAWINGS
PAVING. SEE CIVIL
CONCRETE SIDEWALK
CIVIL DRAWINGS
PAVING. SEE
SIDEWALK
CONCRETE
A1
A-203
D1
A-203
C1
A-203
B1
A-203
D1
A-302
D1
A-302
B1
A-302
B1
A-302
L
W
D
W
W
W
W
W
W
W
D
L
L
L
L
WALL OPENING, TYP.
EXHAUST FAN AND
LOUVER, TYP
3'-8"97'-4"3'-8"
20'-8"8'-8"11'-4"10'-0"10'-0"8'-8"11'-4"16'-8"
1'-4"
5'-4"
E Q
E Q
10'-0"10'-8"9'-4"10'-8"9'-4"10'-8"9'-4"10'-8"6'-8"10'-0"
3'-4"
EQEQ
E Q
E X
IS
T
IN
G
E .O
.S
E Q
EQ.
EXISTING E.O.S.
EQ.
(NIC)
BUNK BED, TYP
CL
CL
1 2
SCALE: 3/16" = 1'-0"
A1
LEGEND
L
W
BARRACKS LARGE FLOOR PLAN
BUILDING 135, 136, 137, 138, 139, 144, 145, 146, 147, 148 -
GENERAL NOTES
0 4' 8'
SCALE: 3/16" = 1'-0"
BUILDING SITE INFORMATION.
SEE SHEET GI003 FOR DETAILED
NOTE:
L A
R G
E F
L O
O R
P L
A N
B A
R R
A C
K
U
IL
D
IN
G
A-103
BLDG. TYPE B
WINDOWS
LOUVER
SCHEDULE & FINISH LEGEND
3. SEE A-504 FOR FINISH
AND WINDOWS
INFORMATION FOR DOORS
2. SEE A-510 FOR ADDITIONAL
STRUCTURAL.
EXISTING SLAB PER
1. REPAIR ALL CRACKS ON THE
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I
D R
H J G
-T
IT
L B
K .d g n
IS
S
U E
D A
T E
P A
C
IF
IC
O
C E
A N
H O
N O
L U
L U
H
A W
A
II
B O
W E
R S
A N
D K
U B
O T
A
M A
N A
G E
M E
N T
-4
A
K O
K I
S T
R E
E T
W A
IP
A
H U
H
I
W A
-1 -D
-0
JL
/H
D
J L
/F L
H D
JL
/H
D
A S
N O
T E
D
W A
-1 -D
-0
D
C
A
B
1 2 3 4 5
SHEET ID
IS
L
A N
D O
F H
A W
A
II
H
A W
A
II
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A
T R
A
IN
IN
G
C O
M P
L E
X
B A
R R
A C
K S
P
H
F Y
M C
A P
N
O P
E R
A T
IO
N
A L
R E
A D
IN
E
S S
/2 /8
/2
/8
A
B
B
A
CL
CL
CL
CL
ROOF OUTLINE ABOVE,
TYP.
PAINTED 5/8" GYP.
CEILING, TYP.
BUILDING OUTLINE
BELOW, TYP.
SLSL
SL
SL
DOWNSPOUT, TYP.
DOWNSPOUT, TYP.
CL CL CL CLCL
DOWNSPOUT,
TYP.
CL CL CL
CL
CL
CL
CMU HEADER ABOVE,
SEE C5/S503 FOR
DETAIL
MECHANICAL
EXHAUST FAN, TYP
METAL GUTTER
EXPANSION JOINT, TYP.
SEE A3/A-501
PRE-FINISHED STEEL
STANDING SEAM ROOF
TYP.
CMU HEADER
ABOVE, SEE
C5/S-503 FOR
DETAIL
TYP.
T Y
P
2'-0"
19'-8"32'-0"32'-0"19'-8"
EQEQEQEQ
3 1/2 "
2'-0"
E Q
E Q
E Q
E Q
10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 7'-7"
20'-0" 20'-0" 20'-0" 11'-7"
EQ36'-0"36'-0"EQ
3'-0"
TYP.
TYP.
12" WIDE METAL
PANEL SOFFIT
IMPACT RESISTANT
GYP. CEILING
METAL GUTTER
EXPAINSION JOINT,
TYP. SEE A3/A-501
1 2
1 2
SCALE: 1/8" = 1'-0"
C1
SCALE: 1/8" = 1'-0"
A1
N
N
0 8' 16'
SCALE: 1/8" = 1'-0"
4'
A-104
BLDG. TYPE B
& FINISH LEGEND
1. SEE A-002 FOR FINISH SCHEDULE
BARRACKS LARGE - ROOF PLAN
BUILDING 135, 136, 137, 138, 139, 144, 145, 146, 147, 148 -
BARRACKS LARGE REFLECTED CEILING PLAN
BUILDING 135, 136, 137, 138, 139, 144, 145, 146, 147, 148 -
R E
F L
E C
T E
D C
E
IL
IN
G
/R O
O F
P L
A N
B A
R R
A C
K S
L A
R G
E
IL
D
IN
G
EXIT SIGN
SEE C4/A-501
ACCESS PANEL
FIXTURE
WALL MOUNTED LIGHT
DOWNLIGHT
CEILING LIGHT FIXTURE
RCP LEGEND
GENERAL NOTES
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I
D R
H J G
-T
IT
L B
K .d g n
IS
S
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D A
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P A
C
IF
IC
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C E
A N
H O
N O
L U
L U
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A W
A
II
B O
W E
R S
A N
D K
U B
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A
M A
N A
G E
M E
N T
-4
A
K O
K I
S T
R E
E T
W A
IP
A
H U
H
I
W A
-1 -D
-0
JL
/H
D
J L
/F L
H D
JL
/H
D
A S
N O
T E
D
W A
-1 -D
-0
D
C
A
B
1 2 3 4 5
SHEET ID
IS
L
A N
D O
F H
A W
A
II
H
A W
A
II
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A
T R
A
IN
IN
G
C O
M P
L E
X
B A
R R
A C
K S
P
H
F Y
M C
A P
N
O P
E R
A T
IO
N
A L
R E
A D
IN
E
S S
/2 /8
/2
/8
B B
A A
3'-0", TYP
CL
CL
CL CL
CL
CL
CL
CL
CL CL CL CL
EQ EQ
ABOVE, TYP.
ROOF OUTLINE
SL SL
S L
S L
BELOW, TYP.
BUILDING OUTLINE
DOWNSPOUT, TYP.DOWNSPOUT, TYP.
CEILING, TYP.
PAINTED 5/8" GYP
A3/A-501
JOINT, TYP. SEE
GUTTER EXPANSION
ROOF TYP.
STANDING SEAM
PRE-FINISHED STEEL
DETAIL
SEE C5/S-503 FOR
CMU HEADER ABOVE,
DETAIL
C5/S-503 FOR
ABOVE, SEE
CMU HEADER
PANEL
CEILING ACCESS
T Y
P
E Q
E Q
E Q
E Q
EQEQ
2'-0" 3 1/2 "
TYP
WHERE OCCURS
DOWNSPOUT
A3/A-501
TYP. SEE
EXP. JOINT,
GUTTER
2'-0"TYP
TYP
PANEL SOFFIT
12" WIDE METAL
4'-8"10'-0"10'-0"10'-0"10'-0"4'-0"
5'-0" 10'-0" 10'- 1/8 " 5'-0"
2 1 21
EXHAUST FAN
SEE MECH.
DWGS TYP.
B
A
E Q
E X
IS
T
IN
G
E .O
.S
E Q
4'-8"9'-4"4'-0"10'-8"4'-0"10'-8"2'-8"3'-4"
B3
A-204
C3
A-204
C1
A-204
C1
A-303
C1
A-303
B1
A-303
W
W
W
W
W
L
D
D
DOWNSPOUT +
SPLASH BLOCK, TYP.
CMU WALL, TYP.
CONCRETE LANDING
FEC
FEC
L
L
L
LOUVER, TYP
3'-8"49'-4"3'-8"
" 1
3'-4"
EQ
EXISTING E.O.S.
EQ 6'-0"4'-0"6'-8"16'-0"10'-8"2'-8"3'-4"
1'-4"
CONCRETE
LANDING
EXHAUST FAN
SEE MECH.
DWGS TYP.
ROOF OUTLINE
ABOVE, TYP.
ROOF OUTLINE
ABOVE, TYP.
4'-0"
B1
A-204
B1
A-303
RCP LEGEND
SCALE: 3/16" = 1'-0"
B1
SCALE: 1/8" = 1'-0"
A1
SCALE: 1/8" = 1'-0"
A3
BUILDING 140, 149 - GP ADMIN - SMALL - FLOOR PLAN
BUILDING 140, 149 - GP ADMIN - SMALL - REFLECTED CEILING PLAN BUILDING 140, 149 - GP ADMIN - SMALL - ROOF PLAN
GENERAL NOTES
0 4' 8'
SCALE: 3/16" = 1'-0"
0 8' 16'
SCALE: 1/8" = 1'-0"
4'
BUILDING SITE INFORMATION.
SEE SHEET GI003 FOR DETAILED
NOTE:
R O
O F
P L
A N
F L
O O
R P
L A
N /R
E F
L E
C T
E D
/C E
IL
IN
G P
L A
N
B U
IL
D
IN
G
G P
A D
M
IN
S M
A L
A-105
BLDG. TYPE C
SEE C4/A-501
ACCESS PANEL
FIXTURE
WALL MOUNTED LIGHT
DOWNLIGHT
CEILING LIGHT FIXTURE
& FINISH LEGEND
4. SEE A-504 FOR FINISH SCHEDULE
WINDOWS.
INFORMATION FOR DOORS AND
3. SEE A-510 FOR ADDITIONAL
2. SEE A-002 FOR FINISHES.
SLAB PER STRUCTURAL
1. REPAIR ALL CRACKS ON THE EXISTING
L
W
LEGEND
N
WINDOWS / LOUVERS
LOUVERS
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I
D R
H J G
-T
IT
L B
K .d g n
IS
S
U E
D A
T E
P A
C
IF
IC
O
C E
A N
H O
N O
L U
L U
H
A W
A
II
B O
W E
R S
A N
D K
U B
O T
A
M A
N A
G E
M E
N T
-4
A
K O
K I
S T
R E
E T
W A
IP
A
H U
H
I
W A
-1 -D
-0
JL
/H
D
J L
/F L
H D
JL
/H
D
A S
N O
T E
D
W A
-1 -D
-0
D
C
A
B
1 2 3 4 5
SHEET ID
IS
L
A N
D O
F H
A W
A
II
H
A W
A
II
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A
T R
A
IN
IN
G
C O
M P
L E
X
B A
R R
A C
K S
P
H
F Y
M C
A P
N
O P
E R
A T
IO
N
A L
R E
A D
IN
E
S S
/2 /8
/2
/8
B2
A-205
4"
CL
4"
CL
TABLE. TYP OF (2)
QUANTUM SST WORK
BASIS OF DESIGN:
WORK TABLE.
SST COMMERCIAL
24"Wx92"Lx34"H
W/ MTL DOOR
PARTITION WALL
A
MECH. FAN
B
BOOT/EQUIPMENT
FOR DETAIL
C3
A-205
B1
A-205
C1
A-205
WASH, SEE A1/A-503
B1
A-304
3'-8"61'-4"3'-8"
14'-8"10'-0"10'-1"19'-11"4'-0"2'-8"
D1
A-304
B1
A-304
D1
A-304
5'-0"
21'-8"
9'-4"6'-8"
5'-0"
20'-3"
TABLE. TYP OF (2)
QUANTUM SST WORK
BASIS OF DESIGN:
WORK TABLE.
SST COMMERCIAL
24"Wx92"Lx34"H
PAVING
SIDEWALK
CONCRETE
W
W
W
W
W
L
W
L
D
D
D
EQ
EXISTING E.O.S.
EQ
E Q
E X
IS
T
IN
G
E .O
.S
E Q
14'-8"20'-0"10'-8"
PAVING
SIDEWALK
CONCRETE
TYP.
CMU WALL,
SPLIT FACE
TYP.
SPLASHBLOCK,
DOWNSPOUT +
ABOVE, TYP.
ROOF OUTLINE
PAD TO REMAIN
(E) CONCRETE
STORAGE
FEC
D D D D D
W W W W W W
TYP. OF (5)
DRYER,
TYP. OF (8)
WASHER,
FEC
LAUNDRY
GRAVEL BED
FD FD
4"
PAD EDGE
CONCRETE
4"
SCALE: 1/4" = 1'-0"
A1
N
BUILDING 121 LAUNDRY - FLOOR PLAN
GENERAL NOTES
0 4' 8'
SCALE: 1/4" = 1'-0"
LEGEND
WINDOWS
DOOR
BUILDING SITE INFORMATION.
SEE SHEET GI003 FOR DETAILED
NOTE:
B U
IL
D
IN
G
L
A U
N D
R Y
F
L O
O R
P L
A N
A-106
BLDG. TYPE E
& FINISH LEGEND
5. SEE A-504 FOR FINISH SCHEDULE
4. SEE A-505 FOR PARTITION TYPES
WINDOWS
INFORMATION FOR DOORS AND
3. SEE A-510 FOR ADDITIONAL
2. SEE A-002 FOR FINISHES
SLAB PER STRUCTURAL
1. REPAIR ALL CRACKS ON THE EXISTING
D
W
W W
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I
D R
H J G
-T
IT
L B
K .d g n
IS
S
U E
D A
T E
P A
C
IF
IC
O
C E
A N
H O
N O
L U
L U
H
A W
A
II
B O
W E
R S
A N
D K
U B
O T
A
M A
N A
G E
M E
N T
-4
A
K O
K I
S T
R E
E T
W A
IP
A
H U
H
I
W A
-1 -D
-0
JL
/H
D
J L
/F L
H D
JL
/H
D
A S
N O
T E
D
W A
-1 -D
-0
D
C
A
B
1 2 3 4 5
SHEET ID
IS
L
A N
D O
F H
A W
A
II
H
A W
A
II
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A
T R
A
IN
IN
G
C O
M P
L E
X
B A
R R
A C
K S
P
H
F Y
M C
A P
N
O P
E R
A T
IO
N
A L
R E
A D
IN
E
S S
/2 /8
/2
/8
CL
CL CL
CL
CL
CL CL CL
CL
CL
CL
CL
ROOF OUTLINE
ABOVE, TYP.
PAINTED 5/8"
GYP. CEILING,
TYP.
BUILDING OUTLINE
BELOW, TYP.SL
S L
S L
SL
DOWNSPOUT,
TYP.
DOWNSPOUT TYP.
METAL GUTTER
EXPANSION JOINT.
SEE A3/A-501
PRE-FINISHED
STEEL STANDING
SEAM ROOF, TYP
TYP.
T Y
P
E Q
E Q
E Q
E Q
EQ9'-9"EQ
EQ6'-7"6'-7"6'-7"6'-7"6'-7"EQ
20'-0"20'-0"
EQEQEQEQ2'-0" 2'-0"
13'-8" 13'-8"
3'-0"
12" WIDE METAL
PANEL SOFFIT
CL
PARTITION WALL
J J
J
J
B
A
A
B
RCP LEGEND
N
SCALE: 1/8" = 1'-0"
C1
N
SCALE: 1/8" = 1'-0"
A1
BLDG 121 LAUNDRY - ROOF PLAN
BLDG 121 LAUNDRY - REFLECTED CEILING PLAN
TYP. SEE A3/A-501
EXPANSION JOINT,
METAL GUTTER
& FINISH LEGEND
1. SEE, A-504 FOR FINISH SCHEDULE
GENERAL NOTES
0 8' 16'
SCALE: 1/8" = 1'-0"
4'
R O
O F
P L
A N
R E
F L
E C
T E
D C
E
IL
IN
G
P L
A N
B
L D
G
L A
U N
D R
Y
A-107
BLDG. TYPE E
TYP. SEE A3/A-501
EXPANSION JOINT,
METAL GUTTER
J
ELEC JUNCTION BOX
CEILING MOUNTED
EXIT SIGN
SEE C4/A-501
ACCESS PANEL
FIXTURE
WALL MOUNTED LIGHT
DOWNLIGHT
FIXTURE
CEILING LIGHT
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I
D R
H J G
-T
IT
L B
K .d g n
IS
S
U E
D A
T E
P A
C
IF
IC
O
C E
A N
H O
N O
L U
L U
H
A W
A
II
B O
W E
R S
A N
D K
U B
O T
A
M A
N A
G E
M E
N T
-4
A
K O
K I
S T
R E
E T
W A
IP
A
H U
H
I
W A
-1 -D
-0
JL
/H
D
J L
/F L
H D
JL
/H
D
A S
N O
T E
D
W A
-1 -D
-0
D
C
A
B
1 2 3 4 5
SHEET ID
IS
L
A N
D O
F H
A W
A
II
H
A W
A
II
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A
T R
A
IN
IN
G
C O
M P
L E
X
B A
R R
A C
K S
P
H
F Y
M C
A P
N
O P
E R
A T
IO
N
A L
R E
A D
IN
E
S S
/2 /8
/2
/8
A
B
10'-8"13'-8"
10'-0"5'-11"7'-9"
W
W
L
L
W
W
D
D
D
IDENTICAL TO OTHER SIDE
MECH. FAN
MECH. FAN
UTILITY
CLOSET
(E) FD
ROOF OUTLINE
ABOVE, TYP.
SPLIT FACE CMU
WALL, TYP.
DOWNSPOUT +
SPLASHBLOCK,
TYP.
FEC
FEC
GRAVEL
TYP TYP
BOOT WASH,
SEE A1/A-503
3'-8"24'-4"3'-8"
EQ
EXISTING E.O.S.
EQ
5'-8"
3'-4" TYP
EQEQ
1'-8"1'-8"
E Q
E X
IS
T
IN
G
E .O
.S
E Q
5'-0" 10'-8"13'-8"
1'-0"
6'-0"
C
D
C1/A-207
KEY-SEE
INT. ELEV
A
B
TYP
OF (4)
CONCRETE
TYP
OF (3) 5
8 3 6
C3
A-206
B3
A-206
C1
A-305
B1
A-206
C1
A-305
C1
A-305
C3
A-305
C3
A-305
A
B
B
A
ROOF OUTLINE
ABOVE, TYP.
CL
PAINTED 5/8"
WATER-RESISTANT
GYP. CEILING,
TYP.
LIGHT LOCATION
SAME AS OTHER SIDE
CL
CL CL
CL
CL
CL
CL CL
BUILDING OUTLINE
BELOW, TYP.
SL SL
S L
S L
DOWNSPOUT, TYP.
DOWNSPOUT, TYP.
EQ.EQ.
METAL GUTTER
EXPANSION JOINT, TYP.
SEE A3/A-501
PRE-FINISHED STEEL
STANDING SEAM
ROOF, TYP
METAL GUTTER
EXPANSION JOINT, TYP.
SEE A3/A-501
CMU HEADER ABOVE,
SEE C5/S-503 FOR
DETAIL
T Y
P
TYP.
6'-0"3'-0"
8'-0"
3'-0"
12'-0"6'-0"
E Q
E Q
EQEQ
3'-0"
E Q
E Q
12" WIDE METAL
PANEL SOFFIT
2'-0"
ACCESSORY LEGEND
TOILET FIXTURE &
RCP LEGEND
SCALE: 1/8" = 1'-0"
C3
SCALE: 1/8" = 1'-0"
A3
SCALE: 1/4" = 1'-0"
B1
N N
N
14. TOILET PARTITION
13. NOT USED
12. NOT USED
11. NOT USED
10. NOT USED
9. NOT USED
8. WASTE RECEPTACLE
MOUNTED
DISPENSER, SURFACE
7. TOILET TISSUE
6. SOAP HOLDER
5. NOT USED
SURFACE MOUNTED
4. MIRROR, METAL,
LAVATORIES, TYP.
3. WALL MOUNTED
TOILETS, TYP.
2. WALL MOUNTED
URINALS, TYP.
1. WALL MOUNTED
BUILDING 133 LATRINE ONLY - FLOOR PLAN BULDING 133 LATRINE ONLY - ROOF PLAN
REFLECTED CEILING PLAN
BUILDING 133 LATRINE ONLY -
C4/A501
ACCESS PANEL. SEE
LIGHT FIXTURE
WALL MOUNTED
DOWNLIGHT
FIXTURE
CEILING LIGHT
GENERAL NOTES
0 8' 16'
SCALE: 1/8" = 1'-0"
4'
0 4' 8'
SCALE: 1/4" = 1'-0"
BUILDING SITE INFORMATION.
SEE SHEET GI003 FOR DETAILED
NOTE:
R O
O F
P L
A N
F L
O O
R P
L A
N R
E F
L E
C T
E D
C E
IL
IN
G P
L A
N
B L
D G
L
A T
R
IN
E O
N L
Y
A-108
BLDG. TYPE F
& FINISH LEGEND
7. SEE A-504 FOR FINISH SCHEDULE
6. SEE A-505 FOR PARTITION TYPES
FOR DOORS AND WINDOWS.
5. SEE A-510 FOR ADDITIONAL INFORMATION
4. SEE A-002 FOR FINISHES.
URINALS, LOCKER AREA, ETC.
STALLS, TOILET COMPARTMENTS,
INCLUDING BUT NOT LIMITED TO SHOWER
TYPICAL FOR EACH CONDITION,
3. TOILET ACCESSORY KEYNOTES ARE
FLOOR DRAINS MAX 1/4" PER FOOT
2. FLOOR SLAB TO SLOPE DOWN TOWARD
SLAB PER STRUCTURAL
1. REPAIR ALL CRACKS ON THE EXISTING
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I
D R
H J G
-T
IT
L B
K .d g n
IS
S
U E
D A
T E
P A
C
IF
IC
O
C E
A N
H O
N O
L U
L U
H
A W
A
II
B O
W E
R S
A N
D K
U B
O T
A
M A
N A
G E
M E
N T
-4
A
K O
K I
S T
R E
E T
W A
IP
A
H U
H
I
W A
-1 -D
-0
JL
/H
D
J L
/F L
H D
JL
/H
D
A S
N O
T E
D
W A
-1 -D
-0
D
C
A
B
1 2 3 4 5
SHEET ID
IS
L
A N
D O
F H
A W
A
II
H
A W
A
II
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A
T R
A
IN
IN
G
C O
M P
L E
X
B A
R R
A C
K S
P
H
F Y
M C
A P
N
O P
E R
A T
IO
N
A L
R E
A D
IN
E
S S
/2 /8
LIGHT FIXTURE
T.O. WALL
EL: +8'-8"
TYP.
METAL GUTTER,
TYP.
SPLASHBLOCK,
DOWNSPOUT +
CMU
SMOOTH FACE
SPLIT FACE CMU
TYP.
ALUM. LOUVER,
TYP.
ALUM. WINDOW,
TYP.
METAL GUTTER,
TYP.
SPLASHBLOCK,
DOWNSPOUT +
CMU
SMOOTH FACE
SPLIT FACE CMU
T.O. WALL
EL: +8'-8"
TYP.
ALUM. WINDOW,
TYP.
MECH. FANS,
SEE PLUMBING DWGS.
HEATER, TYP OF (4).
WALL MTD. GAS WATER
SOFFIT
PIPE THROUGH
FOR CONFIGURATION
ELECT. DWGS.
EQUIPMENT. SEE
ELECTRICAL SERVICE
CONFIGURATION
ELECT. DWGS. FOR
EQUIPMENT. SEE
ELECTRICAL SERVICE
"7
SEAM ROOF, TYP.
STEEL STANDING
PRE-FINISHED
SEAM ROOF, TYP.
STEEL STANDING
PRE-FINISHED
T.O. ROOF
EL: +17'-9"
T.O. ROOF
EL: +17'-9"
GRD LINE
HB HB
HB
HB
D1/A-502
NUMBER SIGN, SEE
EXTERIOR BUILDING
D1/A-502
NUMBER SIGN, SEE
EXTERIOR BUILDING
EL: 0'-0"
FINISH FLOOR
GRD LINE
FINISH FLOOR
EL: 0'-0"
BLDG #
BLDG #
D AC B
A DB C 2 1
1 2
SCALE: 3/16" = 1'-0"
C1
SCALE: 3/16" = 1'-0"
C3
SCALE: 3/16" = 1'-0"
A1
SCALE: 3/16" = 1'-0"
A3
SHOWER/LATRINE DUPLEX - EXTERIOR ELEVATIONS
BULLDING 131/131A, 142/142A -
SHOWER/LATRINE DUPLEX - EXTERIOR ELEVATIONS
BUILDING 131/131A, 142/142A -
SHOWER/LATRINE DUPLEX - EXTERIOR ELEVATIONS
BUILDING 131/131A, 142/142A -
SHOWER/LATRINE DUPLEX - EXTERIOR ELEVATIONS
BUILDING 131/131A, 142/142A -
GENERAL NOTES
0 4' 8'
SCALE: 3/16" = 1'-0"
E X
T E
R
IO
R E
L E
V A
T
IO
N S
S H
O W
E R
/L A
T R
IN
E
D U
P L
E X
B
U
IL
D
IN
G
/1
A
/1
A-201
& FINISH LEGEND
1. SEE A-504 FOR FINISH SCHEDULE
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I
D R
H J G
-T
IT
L B
K .d g n
IS
S
U E
D A
T E
P A
C
IF
IC
O
C E
A N
H O
N O
L U
L U
H
A W
A
II
B O
W E
R S
A N
D K
U B
O T
A
M A
N A
G E
M E
N T
-4
A
K O
K I
S T
R E
E T
W A
IP
A
H U
H
I
W A
-1 -D
-0
JL
/H
D
J L
/F L
H D
JL
/H
D
A S
N O
T E
D
W A
-1 -D
-0
D
C
A
B
1 2 3 4 5
SHEET ID
IS
L
A N
D O
F H
A W
A
II
H
A W
A
II
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A
T R
A
IN
IN
G
C O
M P
L E
X
B A
R R
A C
K S
P
H
F Y
M C
A P
N
O P
E R
A T
IO
N
A L
R E
A D
IN
E
S S
/2 /8
/2
/8
TYP.
ALUM. WINDOW,
TYP TYP TYP
CMU WALL, TYP.
SMOOTH FACE
TYP.
URINAL SCREEN,
TYP
TYP
ALUM. LOUVER
ALUM. LOUVER
A B1
C D
10 14 1
3 6 8
PT-2, TYP PT-2, TYP
PT-2, TYP
PT-2, TYP
FEC
B2
9PT-2, TYP1
A1
A506
A1
A506
TYP OF 5
(SSC-1)
COMPARTMENT
SHOWER
(SSC-1)
COMPARTMENT
SHOWER
TYP(SSC-1)
SHOWER COMPARTMENT,
SCALE: 3/16" = 1'-0"
C1
ACCESSORY LEGEND
TOILET FIXTURE &
SHOWER/LATRINE DUPLEX - INTERIOR ELEVATIONS
BUILDING 131/131A, 142/142A -
GENERAL NOTES THIS SHEET ONLY
0 4' 8'
SCALE: 3/16" = 1'-0"
IN
T
E R
IO
R
E L
E V
A T
IO
N
S S
H O
W E
R /L
A T
R
IN
E D
U P
L E
X
IL
D
IN
G
/1
A
/1
A-202
BLDG. TYPE A
& FINISH LEGEND
4. SEE A-504 FOR FINISH SCHEDULE
FOR DOORS AND WINDOWS
3. SEE A-510 FOR ADDITIONAL INFORMATION
SLAB PER STRUCTURAL.
2. REPAIR ALL CRACKS ON THE EXISTING
AND ADDITIONAL INFORMATION.
INFORMATION AND DETAILS, FOR DETAILS
1. REFER TO GENERAL
14. TOILET PARTITION
13. NOT USED
12. NOT USED
11. NOT USED
SHELF (LK-1)
LOCKER WITH OPEN
10. SINGLE TIER METAL
9. FIXED DRESSING BENCH
8. WASTE RECEPTACLE
MOUNTED
DISPENSER, SURFACE
7. TOILET TISSUE
6. SOAP HOLDER
CURTAIN RODS
5. SHOWER CURTAIN AND
SURFACE MOUNTED
4. MIRROR, METAL,
LAVATORIES, TYP.
3. WALL MOUNTED
TYP.
2. WALL MOUNTED TOILETS,
TYP.
1. WALL MOUNTED URINALS,
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I
D R
H J G
-T
IT
L B
K .d g n
IS
S
U E
D A
T E
P A
C
IF
IC
O
C E
A N
H O
N O
L U
L U
H
A W
A
II
B O
W E
R S
A N
D K
U B
O T
A
M A
N A
G E
M E
N T
-4
A
K O
K I
S T
R E
E T
W A
IP
A
H U
H
I
W A
-1 -D
-0
JL
/H
D
J L
/F L
H D
JL
/H
D
A S
N O
T E
D
W A
-1 -D
-0
D
C
A
B
1 2 3 4 5
SHEET ID
IS
L
A N
D O
F H
A W
A
II
H
A W
A
II
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A
T R
A
IN
IN
G
C O
M P
L E
X
B A
R R
A C
K S
P
H
F Y
M C
A P
N
O P
E R
A T
IO
N
A L
R E
A D
IN
E
S S
/2 /8
/2
/8
SEAM ROOF, TYP
STEEL STANDING
PRE-FINISHED
SEAM ROOF, TYP
STEEL STANDING
PRE-FINISHED
T.O. WALL
EL: +8'-8"
T.O. WALL
EL: +8'-8"
T.O. WALL
EL: +8'-8"
T.O. WALL
EL: +8'-8"
METAL GUTTER, TYP.
SPLASHBLOCK, TYP.
DOWNSPOUT +
DOOR
SMOOTH FACE CMU
SPLIT FACE CMU
METAL GUTTER, TYP.
SPLASHBLOCK, TYP.
DOWNSPOUT +
SMOOTH FACE CMU
SPLIT FACE CMU
SMOOTH FACE CMU
SPLIT FACE CMU
DOOR
SMOOTH FACE CMU
SPLIT FACE CMU
METAL GUTTER, TYP.
SPLASHBLOCK, TYP.
DOWNSPOUT +
METAL GUTTER, TYP.
SPLASHBLOCK, TYP.
DOWNSPOUT +
TYP.
ALUM. WINDOWS,
TYP.
ALUM. WINDOWS,
SEE ELECTRICAL DWG.
EQUIPMENT, CONFIG 'B'.
ELECTRICAL SERVICE
SEE ELECTRICAL DWG.
EQUIPMENT, CONFIG 'A'.
ELECTRICAL SERVICE
D1/A-502
NUMBER SIGN, SEE
EXTERIOR BUILDING
EXHAUST FAN, TYP EXHAUST FAN, TYP
LOUVER, TYP
SEAM ROOF, TYP.
STEEL STANDING
PRE-FINISHED
SEAM ROOF, TYP.
STEEL STANDING
PRE-FINISHED
T.O. ROOF
EL: +14'-0"
T.O. ROOF
EL: +14'-0"
T.O. ROOF
EL: +14'-0"
T.O. ROOF
EL: +14'-0"
MOUNTING DETAILS.
SEE C2/A-502 FOR
ANTENNAS. SEE FA DWGS.
F.A. MASS NOTIFICATION
D1/A-502
NUMBER SIGN, SEE
EXTERIOR BUILDING
4'-0"5'-4"
BLDG #
BLDG #
EL: 0'-0"
FINISH FLOOR
GRD LINE
GRD LINE
EL: 0'-4"
FLOOR LINE
EL: 0'-0"
GRD LINE
GRD LINE
FINISH FLOOR
EL: 0'-0"
FINISH FLOOR
EL: 0'-0"
A B
1 2
B A
2 1
LEGEND
GENERAL NOTES
0 4' 8'
SCALE: 3/16" = 1'-0" A-203
BLDG. TYPE B
& FINISH LEGEND
1. SEE A-002 FOR FINISH SCHEDULE
LOUVER
,1
,1
E X
T E
R
IO
R E
L E
V A
T
IO
N S
B
U
IL
D
IN
G
,1
,1
,1
,1
,1
,1
SCALE: 3/16" = 1'-0"
D1
SCALE: 3/16" = 1'-0"
C1
SCALE: 3/16" = 1'-0"
B1
SCALE: 3/16" = 1'-0"
A1
EXTERIOR ELEVATIONS
BUILDING 135, 136, 137, 138, 139, 144, 145, 146, 147, 148 -
EXTERIOR ELEVATIONS
BUILDING 135, 136, 137, 138, 139, 144, 145, 146, 147, 148 -
EXTERIOR ELEVATIONS
BUILDING 135, 136, 137, 138, 139, 144, 145, 146, 147, 148 -
EXTERIOR ELEVATIONS
BUILDING 135, 136, 137, 138, 139, 144, 145, 146, 147, 148 -
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I
D R
H J G
-T
IT
L B
K .d g n
IS
S
U E
D A
T E
P A
C
IF
IC
O
C E
A N
H O
N O
L U
L U
H
A W
A
II
B O
W E
R S
A N
D K
U B
O T
A
M A
N A
G E
M E
N T
-4
A
K O
K I
S T
R E
E T
W A
IP
A
H U
H
I
W A
-1 -D
-0
JL
/H
D
J L
/F L
H D
JL
/H
D
A S
N O
T E
D
W A
-1 -D
-0
D
C
A
B
1 2 3 4 5
SHEET ID
IS
L
A N
D O
F H
A W
A
II
H
A W
A
II
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A
T R
A
IN
IN
G
C O
M P
L E
X
B A
R R
A C
K S
P
H
F Y
M C
A P
N
O P
E R
A T
IO
N
A L
R E
A D
IN
E
S S
/2 /8
SMOOTH FACE CMU
SPLIT FACE CMU
METAL GUTTER, TYP.
SPLASHBLOCK, TYP.
DOWNSPOUT +
DOOR
METAL GUTTER, TYP.
SPLIT FACE CMU
SMOOTH FACE CMU
SMOOTH FACE CMU
SPLIT FACE CMU
TYP.
SPLASHBLOCK,
DOWNSPOUT +
METAL GUTTER, TYP.
SPLASHBLOCK, TYP.
DOWNSPOUT +
ALUM. WINDOW, TYP.
A B
B A
2 1
SPLASHBLOCK, TYP.
DOWNSPOUT +
SEE ELECT. DWGS
EQUIPMENT, CONFIG 'A'
ELECTRICAL SERVICE
SEE ELECT. DWGS
EQUIPMENT, CONFIG 'B'
ELECTRICAL SERVICE
D1/A502
NUMBER SIGN, SEE
EXTERIOR BUILDING
D1/A502
NUMBER SIGN, SEE
EXTERIOR BUILDING
MOUNTING DETAILS.
DWGS. SEE C2/A502 FOR
ANTENNAS. SEE FA
F.A. MASS NOTIFICATION
TYP
METAL GUTTER,
MECH. DWGS TYP.
EXHAUST FAN. SEE
DWGS TYP.
LOUVER. SEE MECH.
WINDOWS
ALUMINUM
MECH. DWGS TYP.
EXHAUST FAN. SEE
SEAM ROOF, TYP
STEEL STANDING
PRE-FINISHED
SEAM ROOF, TYP
STEEL STANDING
PRE-FINISHED
SEAM ROOF, TYP
STEEL STANDING
PRE-FINISHED
SEAM ROOF, TYP
STEEL STANDING
PRE-FINISHED
EL: 0'-0"
FINISH FLOOR
GRD LINE
T.O. ROOF
EL: +13'-9"
EL: +14'-1"
4'-0"5'-4"
SEE ELEC. DWGS
EQUIPMENT, CONFIG 'A'
ELECTRICAL SERVICE
SMOOTH FACE CMU
SPLIT FACE CMU
FINISH FLOOR
EL: 0'-0"
BLDG #
BLDG #
D
SCALE: 3/16" = 1'-0"
C1
SCALE: 3/16" = 1'-0"
B3
SCALE: 3/16" = 1'-0"
C3
SCALE: 3/16" = 1'-0"
B1
LEGEND
EXTERIOR ELEVATION
BUILDING 140, 149 - GP ADMIN - SMALL -
EXTERIOR ELEVATION
BUILDING 140, 149 - GP ADMIN - SMALL -
EXTERIOR ELEVATION
BUILDING 140, 149 - GP ADMIN - SMALL -
EXTERIOR ELEVATION
BUILDING 140, 149 - GP ADMIN - SMALL -
GENERAL NOTES
0 4' 8'
SCALE: 3/16" = 1'-0"
E X
T E
R
IO
R E
L E
V A
T
IO
N S
B U
IL
D
IN
G
G P
A D
M
IN
S M
A L
A-204
BLDG. TYPE C
& FINISH LEGEND
1. SEE A-504 FOR FINISH SCHEDULE
WALL PENETRATION
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I
D R
H J G
-T
IT
L B
K .d g n
IS
S
U E
D A
T E
P A
C
IF
IC
O
C E
A N
H O
N O
L U
L U
H
A W
A
II
B O
W E
R S
A N
D K
U B
O T
A
M A
N A
G E
M E
N T
-4
A
K O
K I
S T
R E
E T
W A
IP
A
H U
H
I
W A
-1 -D
-0
JL
/H
D
J L
/F L
H D
JL
/H
D
A S
N O
T E
D
W A
-1 -D
-0
D
C
A
B
1 2 3 4 5
SHEET ID
IS
L
A N
D O
F H
A W
A
II
H
A W
A
II
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A
T R
A
IN
IN
G
C O
M P
L E
X
B A
R R
A C
K S
P
H
F Y
M C
A P
N
O P
E R
A T
IO
N
A L
R E
A D
IN
E
S S
/2 /8
METAL GUTTER, TYP.
SMOOTH FACE CMU
SPLIT FACE CMU
DWGS.
EQUIPMENT. SEE ELECT.
ELECTRICAL SERVICE
1 2
2 1
A B
TYP.
SPLASHBLOCK,
DOWNSPOUT +
B A
FAN, TYP.
MECH.
PLUMBING
EQUIPMENT, SEE
GAS WATER HEATER
D1/A502
NUMBER SIGN, SEE
EXTERIOR BUILDING
DETAILS.
FOR MOUNTING
DWGS. SEE C2/A-502
ANTENNAS. SEE FA
NOTIFICATION
FIRE ALARM & MASS
SPLASHBLOCK, TYP.
DOWNSPOUT +
FACE CMU
SMOOTH
FACE CMU
SPLIT
TYP
METAL GUTTER,
TYP.
SPLASHBLOCK,
DOWNSPOUT +
TYP
METAL GUTTER,
SMOOTH FACE CMU
D1/A502
NUMBER SIGN, SEE
EXTERIOR BUILDING
METAL GUTTER, TYP.
SPLASHBLOCK, TYP.
DOWNSPOUT +
TYP AT ALL WINDOWS
8'-0" WIDTH WINDOW,
WINDOW SIZE
BID OPTION 4
SEAM ROOF, TYP
STEEL STANDING
PRE-FINISHED
SEAM ROOF, TYP
STEEL STANDING
PRE-FINISHED
SEAM ROOF, TYP
STEEL STANDING
PRE-FINISHED
SEAM ROOF, TYP
EL: +13'-10"
EL: +14'-3"
HB HB HB HB
SEE DETAIL A1/A-505
TYP. OF 5.
VENT WALL CAPS,
DRYER EXHAUST
LIGHT FIXTURE
LIGHT FIXTURE
HB
12 12
4'-9"11'-9"
4'-8" TYP
FACE CMU
SPLIT
FACE CMU
SMOOTH
SPLIT FACE CMU
SCHEDULED, TYP
WINDOWS AS
SCHEDULED ,TYP.
WINDOWS AS
SCHEDULED; TYP
DOOR AS
SCHEDULED; TYP
DOOR AS
LOUVER, TYP.
ALUM.
FINISH FLOOR
EL: 0'-0"
BLDG #
BLDG #
SCALE: 3/16" = 1'-0"
C1
SCALE: 3/16" = 1'-0"
C3
SCALE: 3/16" = 1'-0"
B2
SCALE: 3/16" = 1'-0"
B1
BUILDING 121 LAUNDRY - EXTERIOR ELEVATIONS
BUILDING 121 LAUNDRY - EXTERIOR ELEVATIONS
BUILDING 121 LAUNDRY - EXTERIOR ELEVATIONS
BUILDING 121 LAUNDRY - EXTERIOR ELEVATIONS
& FINISH LEGEND
1. SEE, A-504 FOR FINISH SCHEDULE
GENERAL NOTES THIS SHEEET ONLY
0 4' 8'
SCALE: 3/16" = 1'-0"
E X
T E
R
IO
R E
L E
V A
T
IO
N S
B U
IL
D
IN
G
L A
U N
D R
A-205
BLDG. TYPE E
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I
D R
H J G
-T
IT
L B
K .d g n
IS
S
U E
D A
T E
P A
C
IF
IC
O
C E
A N
H O
N O
L U
L U
H
A W
A
II
B O
W E
R S
A N
D K
U B
O T
A
M A
N A
G E
M E
N T
-4
A
K O
K I
S T
R E
E T
W A
IP
A
H U
H
I
W A
-1 -D
-0
JL
/H
D
J L
/F L
H D
JL
/H
D
A S
N O
T E
D
W A
-1 -D
-0
D
C
A
B
1 2 3 4 5
SHEET ID
IS
L
A N
D O
F H
A W
A
II
H
A W
A
II
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A
T R
A
IN
IN
G
C O
M P
L E
X
B A
R R
A C
K S
P
H
F Y
M C
A P
N
O P
E R
A T
IO
N
A L
R E
A D
IN
E
S S
/2 /8
HB HB
SMOOTH FACE CMU
SPLIT FACE CMU
METAL GUTTER, TYP.
SPLASHBLOCK, TYP.
DOWNSPOUT +
LOUVERS, TYP.
ALUM. WINDOWS AND
METAL GUTTER, TYP.
SPLASHBLOCK, TYP.
DOWNSPOUT +
SMOOTH FACE CMU
SPLIT FACE CMU
MECH. FANS
ELECT. DWGS.
EQUIPMENT. SEE
ELECTRICAL SERVICE
D1/A502
NUMBER SIGN, SEE
EXTERIOR BUILDING
METAL GUTTER, TYP.
SPLASHBLOCK, TYP.
DOWNSPOUT +
TYP.
ALUM. WINDOWS,
D1/A502
NUMBER SIGN, SEE
EXTERIOR BUILDING
SMOOTH FACE CMU
SPLIT FACE CMU
METAL GUTTER, TYP.
SPLASHBLOCK, TYP.
DOWNSPOUT +
ALUM. WINDOW, TYP.
SEAM ROOF, TYP
STEEL STANDING
PRE-FINISHED
SEAM ROOF, TYP
STEEL STANDING
PRE-FINISHED
SEAM ROOF, TYP
STEEL STANDING
PRE-FINISHED
SEAM ROOF, TYP
GRD LINE
LIGHT FIXTURE5
SMOOTH FACE CMU
SPLIT FACE CMU
EL: 0'-0"
FINISH FLOOR
GRD LINE
BLDG # BLDG #
T.O. WALL
EL: +8'-8"
T.O. WALL
EL: +8'-8"
T.O. ROOF
EL: +14'-0"
T.O. ROOF
EL: +14'-0"
A B
B A 1 2
2 1
SCALE: 3/16" = 1'-0"
B1
SCALE: 3/16" = 1'-0"
C1
SCALE: 3/16" = 1'-0"
C3
SCALE: 3/16" = 1'-0"
B3
BLDG 133 LATRINE ONLY - EXTERIOR ELEVATIONSBUILDING 133 LATRINE ONLY - EXTERIOR ELEVATIONS
BUILDING 133 LATRINE ONLY - EXTERIOR ELEVATIONS BUILDING 133 LATRINE ONLY - EXTERIOR ELEVATIONS
GENERAL NOTES
0 4' 8'
SCALE: 3/16" = 1'-0"
E X
T E
R
IO
R E
L E
V A
T
IO
N S
B U
IL
D
IN
G
L
A T
R
IN
E O
N L
A-206
BLDG. TYPE F
1. SEE A002 FOR FINISHES.
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I
D R
H J G
-T
IT
L B
K .d g n
IS
S
U E
D A
T E
P A
C
IF
IC
O
C E
A N
H O
N O
L U
L U
H
A W
A
II
B O
W E
R S
A N
D K
U B
O T
A
M A
N A
G E
M E
N T
-4
A
K O
K I
S T
R E
E T
W A
IP
A
H U
H
I
W A
-1 -D
-0
JL
/H
D
J L
/F L
H D
JL
/H
D
A S
N O
T E
D
W A
-1 -D
-0
D
C
A
B
1 2 3 4 5
SHEET ID
IS
L
A N
D O
F H
A W
A
II
H
A W
A
II
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A
T R
A
IN
IN
G
C O
M P
L E
X
B A
R R
A C
K S
P
H
F Y
M C
A P
N
O P
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A T
IO
N
A L
R E
A D
IN
E
S S
/2 /8
/2
/8
TYP.
8 4
TYP.
PT-2, TYP
TYP
TYP.
METAL WINDOW,
TYP.
METAL LOUVER,
WALL, TYP.
SMOOTH FACE CMU
CBA
D
TYP.TYP.
PT-2, TYPPT-2, TYPPT-2, TYP
FEC
TYP.
SCREEN
URINAL
OF (3)
TYP.
ACCESSORY LEGEND
TOILET FIXTURE &
14. TOILET PARTITION
13. NOT USED
12. NOT USED
11. NOT USED
10. NOT USED
9. NOT USED
8. WASTE RECEPTACLE
SURFACE MOUNTED
7. TOILET TISSUE DISPENSER,
6. SOAP HOLDER
5. NOT USED
MOUNTED
4. MIRROR, METAL, SURFACE
TYP.
3. WALL MOUNTED LAVATORIES,
2. WALL MOUNTED TOILETS, TYP.
1. WALL MOUNTED URINALS, TYP.
SCALE: 3/16" = 1'-0"
C1
GENERAL NOTES THIS SHEET ONLY
0 4' 8'
SCALE: 3/16" = 1'-0"
IN
T
E R
IO
R
E L
E V
A T
IO
N
S L
A T
R
IN
E O
N L
Y
A-207
BLDG. TYPE F
BUILDING 133 LATRINE ONLY - INTERIOR ELEVATIONS
& FINISH LEGEND
4. SEE A-504 FOR FINISH SCHEDULE
WINDOWS.
INFORMATION FOR DOORS AND
3. SEE A-510 FOR ADDITIONAL
3. SEE A-002 FOR HINISHES.
SLAB PER STRUCTURAL.
1. REPAIR ALL CRACKS ON THE EXISTING
L
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A
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US Army Corps
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-1…
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