Attachment G - 1362850dwg9of15_ARCH.pdf
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- Small Projects MACC MCAS Beaufort Federal contract opportunity
- Solicitation number
- N4008523R2575
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1.
ARCHITECTURAL SYMBOLS
GLAZING AND LOUVER PREFIXES
L = LOUVER
T = TRANSLUCENT PANEL
DOOR NUMBERS:
THE PRIMARY DOOR
NUMBER IS THE ROOM
NUMBER. A DECIMAL IS
ADDED TO DISTINGUISH
ADDITIONAL DOORS IN THE
ROOM.
00 PRECAST WALL PANEL
REF. LINE
SEE 00/0-00-000
AE101
A1
AE101
A1
AE101
0/0" = 1'-0"00
VIEW NAME
1 Ref
R e f
1 Ref
R e f
GENERAL SYMBOLS
EXTERIOR ELEVATION REFERENCE
INTERIOR ELEVATION REFERENCE
SECTION REFERENCE
REFERENCE FOR DETAIL OR ENLARGED PLAN
DETAIL / SECTION NUMBER
SHEET NUMBER
LEADER OR NOTATION
PARTIAL PLAN REFERENCE LINE
BUILDING LEVEL OR ELEVATION. ALL BUILDINGS
HAVE FIRST FLOOR SET AT 0'-0". COORDINATE
WITH CIVIL DRAWINGS FOR FLOOR LEVEL
RELATIVE TO SITE AND EACH OTHER.
REVISION IDENTIFIER
KEY NOTE
CENTERLINE
NEW COLUMN REFERENCE AND GRID LINES
ROOM NUMBER
ROOM NAME LINE 1
STORAGE
092900.A01 MATERIAL NOTES
INDEPENDANT SUFFIX MATERIAL OR
NOTE SPECIFIER FOR CONDOC LIST
SPECIFICATION SECTION PREFIX
AE1000 SHEET NUMBER
SHEET SEQUENCE NUMBER
SHEET TYPE
DISCIPLINE DESIGNATOR
VAPOR BARRIER (DETAILS)
WORK ABOVE (PLANS)
LATH (DETAILS)
BITUMINOUS DAMPROOFING (DETAILS)
SPOT ELEVATION RELATED TO DISTANCE
ABOVE FIRST FLOOR
BREAK LINE
N PLAN NORTH
TRUE NORTH
A1
AE312
ROOM NAME LINE 2STORAGE
AR94753
D
F
A
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S
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T S
T
OE RID
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C E T
A
OF L
R E N W
IC
K
OL
IVAREZ
D A E L O
ENGINEERS + SURVEYORS
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
P -4
F
O
P E
R A
T
IO
N S
S U
P P
O R
T F
A C
IL
IT
Y
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V
IR
G
IN
IA
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1362850
DRAWFORM REVISION: 25 AUG 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
CJW / SVR
Approved by J. Scott Roberts, Asset Management Branch Head
& Supervisory Facility Planner, PWD Beaufort, SC via email
DJD
EJA
DSN
12/17/2021
B
IM
- P -4
F
-3
O pe ra tio na l S up po rt F ac ili ty /B
LD
G
-P
5-
0- A
R _R
.rv t
1/
/2
4:
:4
P
M
As indicated
A R
C H
IT
E
C T
U R
A L
A B
B R
E V
IA
T
IO
N
S A
N D
S Y
M B
O
LS
AE001
EAD KJF ROD
12854078
GENERAL ABBREVIATIONS
Q
QTR QUARTER
QTY QUANTITY
R
R RISER / RADIUS
R.O. ROUGH OPENING
RAL FEDERAL COLOR PALETTE
RCP REFLECTED CEILING PLAN
RE RESIDENT ENGINEER
RENO RENOVATE / RENOVATION
REQ REQUIRED
S
S SOUTH / SINK
SEC SECONDARY
SF SQUARE FEET
SIM SIMILAR
SJ SEISMIC JOINT
SPECS SPECIFICATION
SQ SQUARE
SST STAINLESS STEEL
ST STAINED
STC SOUND TRANSMISSION CLASS
STL STEEL
SWGR SWITCHGEAR
T
T TREAD
TEL TELEPHONE
TEMP TEMPERATURE / TEMPORARY
THD THRESHOLD
THK THICKNESS
THRU THROUGH
TLT TOILET
TO TOP OF
TOC TOP OF CONCRETE (CURB)
TOF TOP OF FOOTING
TOM TOP OF MASONRY
TOP TOP OF PRECAST
TOS TOP OF STEEL
TYP TYPICAL
U
U HEAT TRANSFER COEFFICIENT
U/C/B UNDER COUNTER BASE
UC UNDERCUT
UL UNDERWRITERS LABORATORY
UNO UNLESS NOTED OTHERWISE
UR URINAL
V
V VACUUM
VAR VARIES
VCT VINYL COMPOSITION TILE
VERT VERTICAL
VTR VENT THRU ROOF
W
W WEST
W WIDTH
W/ WITH
W/O WITHOUT
WD WOOD
WH WALL HUNG / WATER HEATER
WP WATERPROOF / WORKING UNIT
WT WEIGHT
WWF WELDED WIRE FABRIC
GENERAL ABBREVIATIONS
F
F FILLER
FAX FACSIMILE
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FF FINISHED FLOOR
FHC FIRE HOSE CABINET
FIN FINISHED
FLR FLOOR
FO FACE OF
FOS FACE OF SLAB / FACE OF STUD
FT FOOT / FEET
G
G GAS
GA GAGE
GALV GALVANIZED
GB GRAB BAR
GC GENERAL CONTRACTOR
GEM GLOBAL ELECTRIC MOTORCARS
H
H HIGH
HC HANDICAP
HDWR HARDWARE
HE HORIZONTAL EXIT
HM HOLLOW METAL
HR HOUR
I
IC INTERCOM
ID INSIDE DIAMETER
IN INCH(ES)
INFO INFORMATION
J
JT JOINT
K kPA KILOPASCAL
L
LB POUND
LF LINEAR FEET
LL ANGLE
M m METERS
MAX MAXIMUM
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
mm MILLIMETERS
MO MASONRY OPENING
N
N NORTH
N/A NOT APPLICABLE
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NTS NOT TO SCALE
O
OC ON CENTER
OD OUTSIDE DIAMETER
OPH OPPOSITE HAND
OPNG OPENING
P
P.D. PANEL DIMENSION
PL PLATE
PLAM PLASTIC LAMINATE
PR PAIR
PSF POUNDS per SQUARE FOOT
PSI POUNDS per SQUARE INCH
PT PRESSURE TREATED / PAINT
PTS PNEUMATIC TUBE STATION
GENERAL ABBREVIATIONS
# AND SYMBOLS
# NUMBER / POUND
& AND
@ AT
A
A AIR
A/C AIR CONDITIONED
A/E ARCHITECT-ENGINEER
ACT ACOUSTICAL CEILING TILE
AD AREA DRAIN
ADA AMERICANS WITH DISABILITIES ACT
AFF ABOVE FINISHED FLOOR
AHJ AUTHORITY HAVING JURISDICTION
AHU AIR HANDLING UNIT
ALT ALTERNATE
ALUM ALUMINUM
AMP AMPERE
AO ACCESS OPENING
APPROX APPROXIMATELY
ARCH ARCHITECTURAL
B
BAL BALANCE
BD BOARD
BKOP BACK OF PRECAST / BACK OF PANEL
BLDG BUILDING
BLK BLANK
BM BEAM
BO BOTTOM OF
BOP BOTTOM OF PRECAST
BOS BOTTOM OF STEEL
BRG BEARING
BTUH BRITISH THERMO UNIT / HOUR
C
CCT CUBICLE CURTAIN TRACK
CG CORNER GUARD
CJ CONTROL / CONSTRUCTION JOINT
CL CENTER LINE
CLG CEILING
CLL COLUMN LINE
CLR CLEAR
cm CENTIMETER
CMU CONCRETE MASONRY UNIT
CO CONTRACTING OFFICER
CO2 CARBON DIOXIDE
CONC CONCRETE
CONT CONTINUED / CONTINUOUS
COORD COORDINATE
CTJ CONTRACTION JOINT
CTR CENTER
D
D DEEP / DEPTH
dBA UNIT OF SOUND
DEG DEGREE
DIA DIAMETER
DIMS DIMENSIONS
DN DOWN
DR DOOR
DWG DRAWING(S)
DWR DRAWER
E
EA EACH
EE EACH END
EJ EXPANSION JOINT
EL ELEVATION
EOS EDGE OF SLAB
EQ EQUAL
ETC ET CETERA
ETR EXISTING TO REMAIN
EWC ELECTRIC WATER COOLER
EWS EYE WASH STATION
EXIST EXISTING
Y
Z
8 13
AR94753
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OF L
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OL I VAREZ
D A
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O
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
1" = 30' GRAPHIC SCALE
0 90'60'30' 120'5'
N PLAN
NORTH
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
P -4
F
O
P E
R A
T
IO
N S
S U
P P
O R
T F
A C
IL
IT
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D C
C O
R E
B E
A U
F O
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, S C
N O
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O
LK
, V
IR
G
IN
IA
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1362850
DRAWFORM REVISION: 25 AUG 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
CJW / SVR
Approved by J. Scott Roberts, Asset Management Branch Head
& Supervisory Facility Planner, PWD Beaufort, SC via email
DJD
EJA
DSN
12/17/2021
B
IM
- P -4
F
-3
O pe ra tio na l S up po rt F ac ili ty /B
LD
G
-P
5-
0- A
R _R
.rv t
1/
/2
4:
:2
P
M
1" = 30'-0"
A R
C H
IT
E
C T
U R
A L
S
IT
E P
LA
N
AS101
EAD KJF ROD
12854079
A REFER TO SHEET AE001 FOR GENERAL ABBREVIATIONS AND
ARCHITECTURAL SYMBOLS.
B REFER TO SHEET SERIES "C" FOR CIVIL INFORMATION.
C REFER TO SHEET "S" FOR STRUCTURAL INFORMATION
D REFER TO SHEET "E" FOR SITE LIGHTING.
E CONTRACTOR IS TO INSPECT OUTSIDE WORK AREA WITH
OWNER'S REPRESENTATIVE BEFORE CONSTRUCTION. AREAS
OUTSIDE OF THE LIMITS OF DISTURBANCE ARE TO BE RETURNED
TO SAME CONDITION OR BETTER AT THE END OF THE
CONSTRUCTION PROJECT.
F REFER TO CIVIL DRAWINGS FOR CONTRACTOR HAUL ROUTE
INFORMATION. COORDINATE WITH THE GOVERNMENT FOR FINAL
ACCESS INFORMATION.
G REFER TO SHEET SERIES "L" FOR LANDSCAPE AND HARDSCAPE
INFORMATION.
H REFER TO CIVIL SHEET CD101 FOR SITE DEMOLITION
INFORMATION. SITE DEMOLITIONS IS LIMITED EXISTING SITE
UTILITIES AND MISCELLANEOUS SITE RELATED STRUCTURES.
I REFER TO SHEET AE901 FOR 3D AXONOMETRIC VIEWS FOR
REFERENCE.
1 EXISTING LEVEL 2 SECURITY FENCE TO REMAIN.
2 EXISTING LEVEL 2 SECURITY FENCE GATES / TURNSTILES
TO REMAIN.
3 EXISTING FIRE LANE TO REMAIN. CONTRACTOR TO KEEP
FIRE LANE UNOBSTRUCTED AND OPEN AT ALL TIMES. IF
REQUIRED WORK OBSTRUCTS EXISTING FIRE LANE,
CONTRACTOR TO COORDINATE WITH THE GOVERNMENT
PRIOR TO ANY WORK.
4 EXISTING HANGAR 2146 TO REMAIN
5 EXISTING HANGAR 2146 MAIN ENTRY
6 EXISTING ELECTRICAL SUBSTATION TO REMAIN.
7 DASHED LINE DEPICTS LIMITS OF DISTURBANCE.
8 EXISTING FIRE LANE ENTRY TO / EGRESS FROM AIRCRAFT
TAXIWAY.
9 EXISTING ACCESS TO HANGAR 2146 AIRCRAFT
MAINTENANCE BAY.
10 EXISTING AIRCRAFT TAXIWAY
11 EXISTING MECHANICAL YARD HOUSING
PRE-CONDITIONED AIR UNITS SUPPORTING HANGAR 2146
MAINTENANCE BAY TO REMAIN. CONTRACTOR TO
PROTECT AND TO KEEP THIS AREA IN FULL OPERATION
DURING CONSTRUCTION.
12 EXISTING STORAGE CONTAINER AND CONCRETE PAD TO
REMAIN.
13 DRIVE ENTRY TO OSF
14 F35 OPERATION SUPPORT FACILITY (OSF)
15 ENTRY / EGRESS ACCESS TO SUPPORT LARGE
EQUIPMENT STORAGE WITH OVERHEAD COILING DOORS.
16 CONCRETE WALK.
17 CONCRETE DRIVE AISLE.
18 TRENCH DRAIN
19 BUILDING ACCESS.
20 EXISTING DRIVE AISLE TO REMAIN. FIRE LANE ACCESS
AND ACCESS ROAD TO AIRCRAFT FUEL DEPOT.
21 EXISTING SIDEWALK TO REMAIN.
1" = 30'-0" A1
ARCHITECTURAL SITE PLAN
AE201
C1
AE201
A1
AE202
A1
AE202
C1
1 2 6
F
E
D
C
B
A
C1
AE301
B1
AE301
A1
AE301
5095 SF
STORAGE 1
102.4
4623 SF
STORAGE 2
101.4
98'-8"
1' -6
7' -9
'-0
'-3
'-3
'-6
1' -6
7' -9
6' -3
6"
24'-1" 50'-4" 24'-3"
98'-8"1'-6"
1' -6
1'-6"
24'-1" 24'-7" 5'-4" 16'-8" 3'-9" 3'-9" 16'-8" 3'-10"
'-0
1'
-6
4' -4
'-1 0"
'-3
7'
-6
4' -4
'-5
'-3
1'-6"
2 22
034500.A10
034500.A10
A3
AE311
102213.C03
102213.C03
AE501
C3
AE501
B1
AE501
A3
AE501
B3
TYP
AE501
A3 OPH
AE501
B1
OPH
AE501
A1
101.1
102.1
076115.U02
034500.A10
076115.U02
AE531
B2
3'-4" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-4"
5' -0
034500.A10
1' -6
1'-6"
'-6
'-7
4'
-0
9' -8
7'
-1 0"
4' -0
'-2
8' -8
6'
-0
6' -0
8'
-7
8' -7
8'
-7
6' -1
0" 6'
-1 0"
6' -1
0" 7'
-2 "1' -0
AE531
C2
AE531
B3
2'-0"
1' -0
1'
-0
AE531
D2
SIM
101.2
101.3
102.2 102.3
101.5
102.5
9' -1
4'
-4
6' -9
'-8
7' -1
0"
'-8
'-1
0" 4'
-4
2'-6"
4' -0
AE532
A1
AE532
A1
AE532
C4
5' -1
0" 7'
-9
1' -6
1'
-6
AR94753
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D A
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A B
KEYPLAN
A B
KEYPLAN
A B
KEYPLAN
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
0 5'
1/8" = 1'-0" GRAPHIC SCALE
10' 20' 30'
N PLAN
NORTH
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
P -4
F
O
P E
R A
T
IO
N S
S U
P P
O R
T F
A C
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IT
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D C
C O
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B E
A U
F O
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, S C
N O
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LK
, V
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IN
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N A
V A
L F
A C
IL
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S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A
V A
L F
A C
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IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1362850
DRAWFORM REVISION: 25 AUG 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
CJW / SVR
Approved by J. Scott Roberts, Asset Management Branch Head
& Supervisory Facility Planner, PWD Beaufort, SC via email
DJD
EJA
DSN
12/17/2021
B
IM
- P -4
F
-3
O pe ra tio na l S up po rt F ac ili ty /B
LD
G
-P
5-
0- A
R _R
.rv t
1/
/2
4:
:5
P
M
1/8" = 1'-0"
F L
O O
R P
LA
N
O
V E
R A
LL
AE101
EAD KJF ROD
12854080
MATERIAL NOTES
034500.A10 PRECAST CONCRETE INSULATED WALL PANEL
076115.U02 DOWNSPOUT
102213.C03 HINGED DOOR
1 WIRE MESH PARTITION FROM FLOOR TO 19'-0" AND HOLD 3" BELOW STEEL
BEAM
2 BOLLARD, TYP. REFER TO DETAIL D1/AE531.
3 WIRE MESH SWING DOOR, 4'-0" WIDE x 8-0" HIGH.
4 OVERHEAD COILING DOOR CONTROL BOX
5 LINE OF EXTERIOR FACE OF INSULATED PRECAST WALL ABOVE,
6 LINE OF EXTERIOR EDGE OF METAL SOFFIT ABOVE.
7 WIRE MESH PARTITION VERTICAL POST. REFER TO DETAIL C2/AE531
8 CONNECT DOWNSPOUT TO BELOW GRADE STORM PIPING. REFER TO
CIVIL DRAWINGS FOR SITE UTILITY INFORMATION.
9 DOWNSPOUT, 3" X 4", TYP.
10 KNOX BOX 6'-0" A.F.F., REFER TO FIRE ALARM DRAWINGS FOR ADDITIONAL
INFORMATION. KNOX BOX WILL NOT SUPERVISED.
A REFER TO SHEET AE001 FOR GENERAL ABBREVIATIONS AND ARCHITECTURAL
SYMBOLS.
B REFER TO SHEET SERIES GC FOR LIFE SAFETY PLANS.
C REFER TO SHEET AE601 FOR DOOR SCHEDULES, DOOR/FRAME ELEVATIONS, WINDOW
ELEVATIONS, TRANSLUCENT PANEL ELEVATIONS, AND LOUVER ELEVATIONS.
D DASHED LINES REPRESENT ITEMS ABOVE.
E DIMENSIONS ARE TO COLUMN GRID, FACE OF PRECAST, UNO.
F TOTAL R-VALUE FOR EXTERIOR INSULATED 12 INCH PRECAST PANEL SYSTEM IS R-14.
G REFER TO SHEET AE210 - AE215 FOR PRECAST DIMENSIONS AND ELEVATIONS
1/8" = 1'-0"
FLOOR PLAN - OVERALL
AE201
C1
AE201
A1
AE202
A1
AE202
C1
1 2 6
F
E
D
C
B
A
C1
AE301
B1
AE301
A1
AE301
076115.U01
076115.A01
076115.A01
1" / 1'-0"
1" / 1'-0"
1" / 1'-0"
1" / 1'-0"
2'-8 1/8"
3' -1
/4
3' -1
/4
4'
-7
/4
3' -1
/4
2'-8 1/8"
3' -1
/4
2'-8 1/8"
3' -1
/4
2'-8 1/8"
3' -1
/4
AE502
A3
076115.U01
D4
AE622
A1
AE622
'-1
3/
4"
'-1 0"
'-2
/2
7'
-0
/2
'-3
/2
'-2
'-1
/4
'-7
/4
B3
AE523
F
E
B
7' -3
6"
6"
'-3
4' -6
'-6
1' -9
1'
-6
AE622
B1
AE502
C1
1'-6"
1'-2"
AE622
D3
A1
AE622
D3
AE622
076115.A01
034500.A10
089100.A01
074213.A02
074213.P05
034500.A10
L1
T1
AR94753
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D A
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A B
KEYPLAN
A B
KEYPLAN
A B
KEYPLAN
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
0 5'
1/8" = 1'-0" GRAPHIC SCALE
10' 20' 30'
N PLAN
NORTH
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
P -4
F
O
P E
R A
T
IO
N S
S U
P P
O R
T F
A C
IL
IT
Y
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V
IR
G
IN
IA
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1362850
DRAWFORM REVISION: 25 AUG 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
CJW / SVR
Approved by J. Scott Roberts, Asset Management Branch Head
& Supervisory Facility Planner, PWD Beaufort, SC via email
DJD
EJA
DSN
12/17/2021
B
IM
- P -4
F
-3
O pe ra tio na l S up po rt F ac ili ty /B
LD
G
-P
5-
0- A
R _R
.rv t
1/
/2
4:
:5
P
M
As indicated
R O
O F
P
LA
N
O V
E R
A
LL
AE102
EAD KJF ROD
12854081
1/8" = 1'-0" A1
ROOF PLAN - OVERALL
MATERIAL NOTES
034500.A10 PRECAST CONCRETE INSULATED WALL PANEL
074213.A02 INSULATED METAL WALL PANEL SYSTEM
074213.P05 TRANSLUCENT PANEL SYSTEM
076115.A01 STANDING-SEAM METAL ROOF PANEL
076115.U01 GUTTER
089100.A01 EXTRUDED ALUMINUM WALL LOUVER
A REFER TO SHEET AE001 FOR GENERAL ABBREVIATIONS AND ARCHITECTURAL
SYMBOLS.
B ROOFING IS ALUMINUM STANDING SEAM ROOF SYSTEM. REFER TO SPECIFICATION
SECTION 07 61 15.
C R-VALUE FOR ALL ROOF INSULATION IS TO BE EQUAL TO R-25.
D ARROWS INDICATE ROOF SLOPE. ALL SLOPES TO BE 1" = 1'-0" MINIMUM.
E REFER TO SHEET AE901 FOR 3D AXONOMETRIC VIEWS FOR REFERENCE.
F ALL ROOF ACCESSORIES AND ROOF SUPPORTS PENETRATING THE ROOF TO MATCH
COLOR OF ROOF
1 CONCEALED GUTTER,13" X 7"
2 RADIANT HEATER FLUE, REFER TO MECHANICAL DETAIL A5/MH502 AND
ARCHITECTURAL DETAIL C1/AE532.
3 ROOF BELOW
1/4" = 1'-0" A4
CLERESTORY PLAN
1/4" = 1'-0" GRAPHIC SCALE
12'8'4'2'0 16'
LR
LR
CEILING TYPES
CEILING LEGEND
ELECTRICAL SYMBOLS
LIGHT
FIXTURES
OCCUPANCY SENSOR
METAL SOFFIT PANEL
CEILING FAN MOUNTED 12'-0" A.F.F., REFER TO
SPECIFICATION SECTION 10 90 00.00 50
MISCELLANEOUS SPECIALTIES.
MECHANICAL SYMBOLS
HEATERS
1 2 6
F
E
D
C
B
A
076115.P03
STORAGE 1
STORAGE 2
TYP2
TYP2
TYP3
TYP3
076115.P03
076115.P03
076115.P03
3'-0"
'-6
'-9
2' -9
6' -3
11'-0" 7'-3"6'-0"
AR94753
D
F
A
ETS
ER
I
G E
R
T S
T
OE RID
TIHCRA
C E
T
A
OF L
R E
N W
IC
K
OL I VAREZ
D A
E L
O
A B
KEYPLAN
A B
KEYPLAN
A B
KEYPLAN
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
0 5'
1/8" = 1'-0" GRAPHIC SCALE
10' 20' 30'
N PLAN
NORTH
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
P -4
F
O
P E
R A
T
IO
N S
S U
P P
O R
T F
A C
IL
IT
Y
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V
IR
G
IN
IA
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1362850
DRAWFORM REVISION: 25 AUG 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
CJW / SVR
Approved by J. Scott Roberts, Asset Management Branch Head
& Supervisory Facility Planner, PWD Beaufort, SC via email
DJD
EJA
DSN
12/17/2021
B
IM
- P -4
F
-3
O pe ra tio na l S up po rt F ac ili ty /B
LD
G
-P
5-
0- A
R _R
.rv t
1/
/2
4:
:0
P
M
1/8" = 1'-0"
R E
F L
E C
T E
D C
E
IL
IN
G
P
LA
N
O V
E R
A
LL
AE111
EAD KJF ROD
12854082
A REFER TO SHEET AE001 FOR GENERAL ABBREVIATIONS AND ARCHITECTURAL SYMBOLS.
B REFER TO SHEET SERIES GC FOR LIFE SAFETY PLANS.
C ALL ROOMS TO BE EXPOSED TO STRUCTURE.
D REFER TO SHEETS AF601FOR FINISH SCHEDULE AND KEY TO FINISHES.
E REFER TO ELECTRICAL DRAWINGS FX, EL AND ET FOR COORDINATION OF ALL
ELECTRICAL ITEMS SHOWN IN CEILING PLAN.
F REFER TO MECHANICAL DRAWINGS ME FOR COORDINATION OF ALL MECHANICAL ITEMS
SHOWN IN CEILING PLAN.
G IN CASE OF DISCREPANCIES IN LOCATION OF COMPONENTS WITH ELECTRICAL
DRAWINGS, THE REFLECTED CEILING PLAN SHALL GOVERN.
MATERIAL NOTES
076115.P03 METAL SOFFIT PANEL SYSTEM
1/8" = 1'-0" A1
REFLECTED CEILING PLAN - OVERALL
1 OPEN TO STRUCTURE ABOVE.
2 RADIANT TUBE HEATER. REFER TO MECHANICAL DRAWINGS.
3 DASHED LINES DEPICT CLEARANCE REQUIREMENTS FOR RADIANT TUBE
HEATER.
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
T.O. BEAM 1
20'-8"
FEDCBA
C1
AE301
T.O. BEAM 2
26'-3"
034500.A10
076115.A01
034500.A10
034500.A10
076115.A01
081113.A04 1
076115.A01
076115.U02 5
20 21 27 28 29 30 31 32 33 34 4
074213.P03
99 11
1'-0"
B3
AE523
081113.A04
076115.U02
PT-1
034500.A10
076115.H01
87'-2"
055200.R02
3' -6
AE532
C2 1515
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
T.O. BEAM 1
20'-8"
B1
AE301
A1
AE301
T.O. BEAM 2
26'-3"
076115.A01
076115.A01
076115.A01
034500.A10
1" / 1'-0"
034500.A10
124 4
034500.A10
034500.A10
01 02 03 04 05
076115.U02
076115.U02
6 7
033000.B01
3'-0"
3'-0"
A1
AE502
9' -6
083323.A02
3'-0"
2'-8" 4"
EXTERIOR FINISH LEGEND
ARCHITECTURAL PRECAST CONCRETE
SANDBLAST MEDIUM - GPK 2569
ARCHITECTURAL PRECAST CONCRETE
SANDBLAST LIGHT - GPK 2569
STANDING SEAM METAL PANEL
KINGSPAN SLR SANDSTONE
TP-1 TRANSLUCENT PANEL
KINGSPAN ICE WHITE
ADDITIONAL FINISHES:
LV-1 LOUVER FRAME / LOUVERS
RUSKIN LIGHT STONE
MP-1
PC-2
PC-1
HM-1 HM DOOR / HM DOOR FRAME / DOWNSPOUTS
SW 6072 VERSATILE GRAY
MP-1 SOFFIT PANEL / VERTICAL METAL PANEL
KINGSPAN SLR SANDSTONE
GR-1 EXTERIOR GUARD RAIL
RAL 7044
PT-1 EXTERIOR BOLLARDS / EXTERIOR GAS
METER
SW 6072 VERSATILE GRAY
TPF-1 TRANSLUCENT PANEL FRAME
KINGSPAN WS CLAY
OCD-1 OVERHEAD COILING DOOR
RAL 7044
AR94753
D
F
A
ETS
ER
I
G E
R
T S
T
OE RID
TIHCRA
C E
T
A
OF L
R E
N W
IC
K
OL I VAREZ
D A
E L
O
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
0 5'
1/8" = 1'-0" GRAPHIC SCALE
10' 20' 30'
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
P -4
F
O
P E
R A
T
IO
N S
S U
P P
O R
T F
A C
IL
IT
Y
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V
IR
G
IN
IA
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1362850
DRAWFORM REVISION: 25 AUG 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
CJW / SVR
Approved by J. Scott Roberts, Asset Management Branch Head
& Supervisory Facility Planner, PWD Beaufort, SC via email
DJD
EJA
DSN
12/17/2021
B
IM
- P -4
F
-3
O pe ra tio na l S up po rt F ac ili ty /B
LD
G
-P
5-
0- A
R _R
.rv t
1/
/2
4:
:0
P
M
1/8" = 1'-0"
B U
IL
D
IN
G
E
LE
V A
T
IO
N S
AE201
EAD KJF ROD
12854083
A REFER TO SHEET AE001 FOR GENERAL ABBREVIATIONS AND ARCHITECTURAL
SYMBOLS.
B WHERE COLOR IS SHOWN AS BEING SPECIFIC TO ONE MANUFACTURER, AN
EQUIVALENT COLOR BY ANOTHER MANUFACTURER MAY BE SUBMITTED FOR
APPROVAL. MANUFACTURERS AND MATERIALS SPECIFIED ARE NOT INTENDED TO LIMIT
THE SELECTION OF EQUAL COLORS FROM OTHER MANUFACTURERS.
C REFER TO SHEET AE901 FOR 3D AXONOMETRIC VIEWS FOR REFERENCE.
D REFER TO SHEET AE601 FOR DOOR SCHEDULES, DOOR/FRAME ELEVATIONS, WINDOW
ELEVATIONS, TRANSLUCENT PANEL ELEVATIONS, AND LOUVER ELEVATIONS.
MATERIAL NOTES
033000.B01 CONCRETE SLAB
034500.A10 PRECAST CONCRETE INSULATED WALL PANEL
055200.R02 ALUMINUM TUBE GUARDRAIL
074213.P03 METAL SOFFIT PANEL SYSTEM
076115.A01 STANDING-SEAM METAL ROOF PANEL
076115.H01 METAL FLASHING
076115.U02 DOWNSPOUT
081113.A04 STEEL DOOR, INSULATED
083323.A02 INSULATED OVERHEAD COILING DOOR
1 WALL HYDRANT, TYP. REFER TO PLUMBING DRAWINGS.
2 LIGHT FIXTURE, WALL-MOUNTED, TYP. REFER TO ELECTRICAL DRAWINGS.
3 GAS METER. REFER TO PLUMBING DRAWINGS
4 BOLLARD, TYP. REFER TO DETAIL D1/AE531.
5 DOWNSPOUT, 3" X 4", TYP.
6 1" PRECAST PANEL JOINT, TYP
7 PRECAST REVEAL, TYP
8 WALL OUTLET. REFER TO ELECTRICAL DRAWINGS
9 RADIANT HEATER VENT, REFER TO MECHANICAL DRAWINGS
10 BUILDING SIGN, COORDINATE LOCATION WITH SHEET AG101. REFER TO SEE
AG500 SERIES FOR ADDITIONAL DETAILS.
11 ALIGN ALL STANDING SEAM ROOF PANEL FOLDS
12 KNOX BOX 6'-0" A.F.F., REFER TO FIRE ALARM AND LIFE SAFETY DRAWINGS.
13 METAL FLASHING AND DRIP - COLOR TO MATCH STANDING SEAM METAL ROOF
PANELS
14 STRUCTURE BEYOND
15 NO SMOKING SIGN. REFER TO SHEET AG501 FOR MORE INFORMATION.
1/8" = 1'-0" A1
EAST ELEVATION
1/8" = 1'-0" C1
NORTH ELEVATION
T.O. PRECAST
16'-0 1/2"
T.O. BEAM 1
20'-8"
1 2 6 B1
AE301
A1
AE301
T.O. BEAM 2
26'-3"
076115.A01
076115.A01
034500.A10
089100.A01
076115.A01
034500.A10
076115.A01
089100.A01
L2 L2
076115.U02
15 16 17 18 19 22 23 24 25 26
5 67 7
3' -0
A1
AE502
034500.A10
076115.U02
15 2
3'-0"
18 20
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
T.O. BEAM 1
20'-8"
F E D C B A
C1
AE301
T.O. BEAM 2
26'-3"
076115.A01
034500.A10
076115.A01
076115.A01
076115.A01
089100.A01
034500.A10
034500.A10
A3
AE311
076115.U02
076115.U02
06 07 08
10 11 13 1440
L1 T1
7'-3" 1'-0"
14'-3" 4'-6" 64'-6" 1'-9"
033000.B01
A1
AE502
1212 1010
074213.A02
074213.P05
1'-0"
D4
AE622
A1
AE622
2' -3
'-5
/2
9' -6
B3
AE523
083323.A02
081113.A04
081113.A04
074213.P03
18 1919
EXTERIOR FINISH LEGEND
ARCHITECTURAL PRECAST CONCRETE
SANDBLAST MEDIUM - GPK 2569
ARCHITECTURAL PRECAST CONCRETE
SANDBLAST LIGHT - GPK 2569
STANDING SEAM METAL PANEL
KINGSPAN SLR SANDSTONE
TP-1 TRANSLUCENT PANEL
KINGSPAN ICE WHITE
ADDITIONAL FINISHES:
LV-1 LOUVER FRAME / LOUVERS
RUSKIN LIGHT STONE
MP-1
PC-2
PC-1
HM-1 HM DOOR / HM DOOR FRAME / DOWNSPOUTS
SW 6072 VERSATILE GRAY
MP-1 SOFFIT PANEL / VERTICAL METAL PANEL
KINGSPAN SLR SANDSTONE
GR-1 EXTERIOR GUARD RAIL
RAL 7044
PT-1 EXTERIOR BOLLARDS / EXTERIOR GAS
METER
SW 6072 VERSATILE GRAY
TPF-1 TRANSLUCENT PANEL FRAME
KINGSPAN WS CLAY
OCD-1 OVERHEAD COILING DOOR
RAL 7044
AR94753
D
F
A
ETS
ER
I
G E
R
T S
T
OE RID
TIHCRA
C E
T
A
OF L
R E
N W
IC
K
OL I VAREZ
D A
E L
O
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
0 5'
1/8" = 1'-0" GRAPHIC SCALE
10' 20' 30'
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
P -4
F
O
P E
R A
T
IO
N S
S U
P P
O R
T F
A C
IL
IT
Y
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V
IR
G
IN
IA
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1362850
DRAWFORM REVISION: 25 AUG 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
CJW / SVR
Approved by J. Scott Roberts, Asset Management Branch Head
& Supervisory Facility Planner, PWD Beaufort, SC via email
DJD
EJA
DSN
12/17/2021
B
IM
- P -4
F
-3
O pe ra tio na l S up po rt F ac ili ty /B
LD
G
-P
5-
0- A
R _R
.rv t
1/
/2
4:
:1
P
M
1/8" = 1'-0"
B U
IL
D
IN
G
E
LE
V A
T
IO
N S
AE202
EAD KJF ROD
12854084
1/8" = 1'-0" C1
SOUTH ELEVATION
1/8" = 1'-0" A1
WEST ELEVATION
MATERIAL NOTES
033000.B01 CONCRETE SLAB
034500.A10 PRECAST CONCRETE INSULATED WALL PANEL
074213.A02 INSULATED METAL WALL PANEL SYSTEM
074213.P03 METAL SOFFIT PANEL SYSTEM
074213.P05 TRANSLUCENT PANEL SYSTEM
076115.A01 STANDING-SEAM METAL ROOF PANEL
076115.U02 DOWNSPOUT
081113.A04 STEEL DOOR, INSULATED
083323.A02 INSULATED OVERHEAD COILING DOOR
089100.A01 EXTRUDED ALUMINUM WALL LOUVER
1 LIGHT FIXTURE, WALL-MOUNTED, TYP. REFER TO ELECTRICAL DRAWINGS.
2 WALL HYDRANT, TYP. REFER TO PLUMBING DRAWINGS.
3 BOLLARD, TYP. REFER TO DETAIL D1/AE531.
4 DOWNSPOUT, 3" X 4", TYP.
5 1" PRECAST PANEL JOINT
6 PRECAST REVEAL.
7 WALL OUTLET. REFER TO ELECTRICAL DRAWINGS
8 RADIANT HEATER VENT, REFER TO MECHANICAL DRAWINGS
9 GAS METER. REFER TO PLUMBING DRAWINGS
10 PRECAST PANEL BEYOND.
11 ALIGN ALL STANDING SEAM ROOF PANEL FOLDS
12 KNOX BOX 6'-0" A.F.F., REFER TO FIRE ALARM DRAWINGS FOR ADDITIONAL
INFORMATION. KNOX BOX WILL NOT SUPERVISED.
13 BUILDING SIGN, COORDINATE LOCATION WITH SHEET AG101. REFER TO SEE
AG500 SERIES FOR ADDITIONAL DETAILS.
14 BACKFLOW TEST HEADER, REFER TO FIRE PROTECTION DRAWINGS
15 BACKFLOW DRAIN VALVE, REFER TO FIRE PROTECTION DRAWINGS
16 FIRE DEPARTMENT CONNECTION, REFER TO FIRE PROTECTION DRAWINGS
17 METAL FLASHING AND DRIP - COLOR TO MATCH STANDING SEAM METAL
ROOF PANELS
18 STRUCTURE BEYOND
19 NO SMOKING SIGN. REFER TO SHEET AG501 FOR MORE INFORMATION.
20 CONDENSATE DRAIN FOR FIRE ALARM CABINET, REFER TO FIRE
PROTECTION DRAWINGS
A REFER TO SHEET AE001 FOR GENERAL ABBREVIATIONS AND ARCHITECTURAL
SYMBOLS.
B WHERE COLOR IS SHOWN AS BEING SPECIFIC TO ONE MANUFACTURER, AN
EQUIVALENT COLOR BY ANOTHER MANUFACTURER MAY BE SUBMITTED FOR
APPROVAL. MANUFACTURERS AND MATERIALS SPECIFIED ARE NOT INTENDED TO LIMIT
THE SELECTION OF EQUAL COLORS FROM OTHER MANUFACTURERS.
C REFER TO SHEET AE901 FOR 3D AXONOMETRIC VIEWS FOR REFERENCE.
D REFER TO SHEET AE601 FOR DOOR SCHEDULES, DOOR/FRAME ELEVATIONS, WINDOW
ELEVATIONS, TRANSLUCENT PANEL ELEVATIONS, AND LOUVER ELEVATIONS.
1 2 6
F
E
D
C
B
A
5095 SF
STORAGE 1
4623 SF
STORAGE 2
P.
D
'-1
1" 1"
P.
D
'-1
1" 1"
3' -0
R .O
4' -4
4'
-7
P.D.
10'-0" 1"
P.D.
10'-0" 1"
P.D.
10'-0" 1"
P.D.
10'-0"
P.
D
8' -6
1"
R .O
4' -4
2'
-0
P.D.
10'-0" 1"
P.D.
10'-0" 1"
P.D.
10'-0" 1"
P.D.
10'-0" 1"
P.D.
10'-10"
15 16 17 18 19
P.
D
7' -7
/2
1"
P.D.
5'-0" 1"
P.D.
10'-2" 1"
P.D.
12'-0" 1"
P.D.
12'-0" 1"
P.D.
12'-0"
22 23 24 25 26
P.
D
'-8
1"
P.
D
'-0
1"
P.
D
'-0
1"
P.
D
'-0
1"
P.
D
'-0
1"
P.
D
'-0
1"
P.
D
'-0
1"
P.
D
'-0
3' -6
R .O
4' -4
4'
-2
4' -8
R .O
4' -4
3'
-0
02030405
P.
D
8' -9
1"
P.D.
10'-10"
AE210
D3
034500.A10
P.
D
6' -9
/2
AE531
C2
P.
D
8' -1
0" 1"
P.
D
4' -2
R .O
'-8
P.
D
7' -1
0"
R .O
'-8
P.
D
5' -9
1"
P.
D
'-4
AE210
A1
P.D.
5'-4"
R.O.
16'-8"
P.D.
7'-6"
R.O.
16'-8"
P.D.
5'-4"
2' -6
F
P.D.
1'-10" 1"
P.D.
21'-6"
P.D.
4'-7" 1"
P.D.
21'-6" 1"
P.D.
1'-10"
423741
43 44
034500.A10
C
P.
D
'-6
1"
P.
D
4' -1
0" 1"
P.
D
'-6
AR94753
D
F
A
ETS
ER
I
G E
R
T S
T
OE RID
TIHCRA
C E
T
A
OF L
R E
N W
IC
K
OL I VAREZ
D A
E L
O
A B
KEYPLAN
A B
KEYPLAN
A B
KEYPLAN
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
0 5'
1/8" = 1'-0" GRAPHIC SCALE
10' 20' 30'
N PLAN
NORTH
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
P -4
F
O
P E
R A
T
IO
N S
S U
P P
O R
T F
A C
IL
IT
Y
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V
IR
G
IN
IA
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1362850
DRAWFORM REVISION: 25 AUG 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
CJW / SVR
Approved by J. Scott Roberts, Asset Management Branch Head
& Supervisory Facility Planner, PWD Beaufort, SC via email
DJD
EJA
DSN
12/17/2021
B
IM
- P -4
F
-3
O pe ra tio na l S up po rt F ac ili ty /B
LD
G
-P
5-
0- A
R _R
.rv t
1/
/2
4:
:2
P
M
1/8" = 1'-0"
P R
E C
A S
T P
A N
E L
K E
Y P
LA
N
AE210
EAD KJF ROD
12854085
1/8" = 1'-0"
A2
PRECAST PANEL KEY PLAN
A REFER TO SHEET AE001 FOR GENERAL ABBREVIATIONS AND ARCHITECTURAL
SYMBOLS.
B REFER TO SHEETS AE211-AE215 FOR PRECAST PANEL ELEVATIONS.
C PRECAST PANELS ARE BASED ON A 1" JOINT BETWEEN PANELS. PRECAST PANEL
REVEALS ARE BASED ON A 3/4" REVEAL. PRECAST PANEL REVEALS DIMENSIONED TO
THE TOP OF REVEAL, UNO.
D COORDINATE DOOR, WINDOW, AND OTHER OPENINGS WITH ARCHITECTURE AND
ENGINEERING DRAWINGS.
E COORDINATE ALL PENETRATIONS WITH ARCHITECTURE AND ENGINEERING DRAWINGS.
F THE NUMBER OF PANEL TYPES CAN BE REDUCED PER CONCRETE PANEL
MANUFACTURER RECOMMENDATIONS, WITH ARCHITECT'S APPROVAL.
1 REFER TO PRECAST PANEL PARTIAL PLAN FOR AREA ABOVE COILING DOORS.
2 MITERED JOINT
1/8" = 1'-0" D3
PRECAST PANEL PARTIAL PLAN
MATERIAL NOTES
034500.A10 PRECAST CONCRETE INSULATED WALL PANEL
1/8" = 1'-0"
PRECAST PANEL PARTIAL PLAN
T.O. PRECAST
16'-0 1/2"
T.O. BEAM 1
20'-8"
2' -0
'-0
/4
'-1
1/
8"
'-0
8'
-1
1/ 8"
1' -1
"1 '-1
"1 '-1
"1 '-1
"1 '-1
"1 '-1
9'-10"
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
2' -0
10'-0"
'-0
/4
'-2
/4
'-0
8'
-0
/4
1' -1
"1 '-1
"1 '-1
"1 '-1
"1 '-1
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
'-2
/4
2' -0
'-4
/8
10'-0"
'-0
7'
-2
/4
1' -1
"1 '-1
"1 '-1
"1 '-1
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
'-4
/8
'-0
2' -0
'-6
10'-0"
6' -4
/8
034500.A10
1' -1
"1 '-1
"1 '-1
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
'-6
2' -0
'-0
/2
10'-0"
'-0
5'
-6
11' -1
"1 '-1
"1 '-1
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
E
2' -0
8'
-2
4'-4"
'-0
/2
4'-7"
'-0
4'
-0
/2
10'-11"
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
2' -0
'-0
/2
11'-11"
'-0
4'
-0
/2
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
2' -0
'-0
'-0
/2
034500.A10
10'-4"
4' -0
/2
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
'-0
/2
2' -0
'-0
4'
-0
/2
3'-2" 1'-6"
4'-8"
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
C
'-0
/2
2' -0
'-0
4'
-0
/2
7'-10"
1'-6" 4'-10" 1'-6"
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
2' -0
'-0
/2
1'-6" 2'-8"
4'-2" 4'
-0
/2
'-0
EXTERIOR FINISH LEGEND
PC-2
PC-1
ARCHITECTURAL PRECAST CONCRETE
SANDBLAST MEDIUM - GPK 2569
ARCHITECTURAL PRECAST CONCRETE
SANDBLAST LIGHT - GPK 2569
T.O. PRECAST
16'-0 1/2"
4' -0
/2
19'-6"
AR94753
D
F
A
ETS
ER
I
G E
R
T S
T
OE RID
TIHCRA
C E
T
A
OF L
R E
N W
IC
K
OL I VAREZ
D A
E L
O
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
1/4" = 1'-0" GRAPHIC SCALE
15'10'5'1'0
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
P -4
F
O
P E
R A
T
IO
N S
S U
P P
O R
T F
A C
IL
IT
Y
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V
IR
G
IN
IA
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1362850
DRAWFORM REVISION: 25 AUG 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
CJW / SVR
Approved by J. Scott Roberts, Asset Management Branch Head
& Supervisory Facility Planner, PWD Beaufort, SC via email
DJD
EJA
DSN
12/17/2021
B
IM
- P -4
F
-3
O pe ra tio na l S up po rt F ac ili ty /B
LD
G
-P
5-
0- A
R _R
.rv t
1/
/2
4:
:3
P
M
As indicated
P R
E C
A S
T P
A N
E L
E
LE
V A
T
IO
N S
AE211
EAD KJF ROD
12854086
1/4" = 1'-0" C1
1/4" = 1'-0"
C2
1/4" = 1'-0" C3
1/4" = 1'-0"
C4
1/4" = 1'-0" B1
1/4" = 1'-0"
B2
1/4" = 1'-0" B3
1/4" = 1'-0"
B4
1/4" = 1'-0" A1
1/4" = 1'-0"
A2
1/4" = 1'-0" A3
1 COORDINATE UTILITY OPENING AND PENETRATIONS IN PRECAST. TYPICAL.
SEE ELECTRICAL, MECHCANICAL AND PLUMBING DRAWINGS FOR MORE
INFORMATION
2 ROUGH OPENING FOR DOOR
3 MITERED CORNER CONNECTION
4 MITERED CORNER CONNECTION ON BACK OF PANEL
5 PRECAST PANEL REVEAL.
MATERIAL NOTES
034500.A10 PRECAST CONCRETE INSULATED WALL PANEL
A REFER TO SHEET AE001 FOR GENERAL ABBREVIATIONS AND
ARCHITECTURAL SYMBOLS.
B REFER TO SHEETS AE210 AND AE211-AE215 FOR PRECAST PANEL
LOCATIONS.
C PRECAST PANELS ARE BASED ON A 1" JOINT BETWEEN PANELS.
PRECAST PANEL REVEALS ARE BASED ON A 3/4" REVEAL. PRECAST
PANEL REVEALS DIMENSIONED TO THE TOP OF REVEAL, UNO.
D DIMENSIONS ARE FROM EDGE OF PRECAST.
E PANEL ELEVATIONS ARE MEANT TO BE A DESIGN GUIDE. PRECAST
MANUFACTURER TO VERIFY FINAL DIMENSIONS AND PRECAST
PENETRATIONS PRIOR TO FABRICATION.
F REFER TO SHEET AE521 FOR TYPICAL PRECAST PANEL JOINT
DETAILS.
G ALL PRECAST PANELS ARE 12" MINIMUM TOTAL THICKNESS.
H COORDINATE DOOR, WINDOW AND OTHER OPENINGS WITH
ARCHITECTURE AND ENGINEERING DRAWINGS.
I COORDINATE BOTTOM OF PANEL WITH STRUCTURAL GRADE BEAM
LOCATIONS.
J COORDINATE ALL DEVICES AND OPENINGS ON PRECAST PANELS.
1/4" = 1'-0" A4
T.O. PRECAST
16'-0 1/2"
B
'-0
/2
2' -0
4' - 4" 2' - 0"
8'
2'-6"
8'-10"
4' -0
/2
'-0
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
A
8'-6"
'-0
/2
2' -0
4' -0
/2
'-0
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
'-6
'-8
'-0
1' -1
1'
-1
2' -0
3' -0
4'-9"
1' -1
1' -0
10'-0"
5'-3"
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2" 1'-11 1/2"
6'-3" 1'-9 1/2"
'-6
'-4
/8
10'-0"
5' -6
034500.A10
1' -1
1'
-1
1' -1
3' -0
'-0
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
'-1
1/
8"
10'-0"
'-8
/4
6' -4
/8
'-6
1' -1
1'
-1
1' -1
1'
-1
3' -0
3' -6
2'-7"7'-5"
6"
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
3' -6
'-6
'-8
/4
10'-0"
'-6
/4
7' -2
/4
" 1' -1
1'
-1
1' -1
1'
-1
1' -1
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
T.O. BEAM 1
20'-8"
'-6
/4
'-6
10'-10"
3' -6
'-5
/8
8' -0
/4
1' -1
1'
-1
2' -2
1'
-1
1' -1
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
T.O. BEAM 1
20'-8"
A
7'-7 1/2"
3' -6
'-6
'-5
/8
8' -1
1/
8"
034500.A10
3' -3
1'
-1
4 EXTERIOR FINISH LEGEND
PC-2
PC-1
ARCHITECTURAL PRECAST CONCRETE
SANDBLAST MEDIUM - GPK 2569
ARCHITECTURAL PRECAST CONCRETE
SANDBLAST LIGHT - GPK 2569
AR94753
D
F
A
ETS
ER
I
G E
R
T S
T
OE RID
TIHCRA
C E
T
A
OF L
R E
N W
IC
K
OL I VAREZ
D A
E L
O
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
1/4" = 1'-0" GRAPHIC SCALE
15'10'5'1'0
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
P -4
F
O
P E
R A
T
IO
N S
S U
P P
O R
T F
A C
IL
IT
Y
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V
IR
G
IN
IA
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1362850
DRAWFORM REVISION: 25 AUG 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
CJW / SVR
Approved by J. Scott Roberts, Asset Management Branch Head
& Supervisory Facility Planner, PWD Beaufort, SC via email
DJD
EJA
DSN
12/17/2021
B
IM
- P -4
F
-3
O pe ra tio na l S up po rt F ac ili ty /B
LD
G
-P
5-
0- A
R _R
.rv t
1/
/2
4:
:3
P
M
As indicated
P R
E C
A S
T P
A N
E L
E
LE
V A
T
IO
N S
AE212
EAD KJF ROD
12854087
1/4" = 1'-0" B1
1/4" = 1'-0"
B2
1/4" = 1'-0" B3
1/4" = 1'-0"
B4
1/4" = 1'-0" A1
1/4" = 1'-0"
A2
1/4" = 1'-0" A3
1/4" = 1'-0"
A4
MATERIAL NOTES
034500.A10 PRECAST CONCRETE INSULATED WALL PANEL
A REFER TO SHEET AE001 FOR GENERAL ABBREVIATIONS AND
ARCHITECTURAL SYMBOLS.
B REFER TO SHEETS AE210 AND AE211-AE215 FOR PRECAST PANEL
LOCATIONS.
C PRECAST PANELS ARE BASED ON A 1" JOINT BETWEEN PANELS.
PRECAST PANEL REVEALS ARE BASED ON A 3/4" REVEAL. PRECAST
PANEL REVEALS DIMENSIONED TO THE TOP OF REVEAL, UNO.
D DIMENSIONS ARE FROM EDGE OF PRECAST.
E PANEL ELEVATIONS ARE MEANT TO BE A DESIGN GUIDE. PRECAST
MANUFACTURER TO VERIFY FINAL DIMENSIONS AND PRECAST
PENETRATIONS PRIOR TO FABRICATION.
F REFER TO SHEET AE521 FOR TYPICAL PRECAST PANEL JOINT
DETAILS.
G ALL PRECAST PANELS ARE 12" MINIMUM TOTAL THICKNESS.
H COORDINATE DOOR, WINDOW AND OTHER OPENINGS WITH
ARCHITECTURE AND ENGINEERING DRAWINGS.
I COORDINATE BOTTOM OF PANEL WITH STRUCTURAL GRADE BEAM
LOCATIONS.
J COORDINATE ALL DEVICES AND OPENINGS ON PRECAST PANELS.
1 COORDINATE UTILITY OPENING AND PENETRATIONS IN PRECAST. TYPICAL.
SEE ELECTRICAL, MECHCANICAL AND PLUMBING DRAWINGS FOR MORE
INFORMATION
2 ROUGH OPENING FOR DOOR
3 ROUGH OPENING FOR LOUVER
4 MITERED CORNER CONNECTION ON BACK OF PANEL
5 PRECAST PANEL REVEAL.
T.O. PRECAST
16'-0 1/2"
T.O. BEAM 1
20'-8"
6'-9 1/2"
'-5
/8
3'
1' -1
"1 '-1
"1 '-1
"1 '-1
"1 '-1
"1 '-1
1'-0"
1'-0"
7'-9 1/2"
'-6
8'
-1
1/ 8"
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
T.O. BEAM 1
20'-8"
T.O. BEAM 2
26'-3"
4'-0"
'-5
/2
3' -6
'-0
/2
1' -1
1'
-1
1' -1
1'
-1
1' -1
1'
-1
1' -1
1'
-1
1' -1
1'
-1
1' -1
1'-0"
5'-0"
'-1
1/
2"
'-6
'-5
/8
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
T.O. BEAM 1
20'-8"
T.O. BEAM 2
26'-3"
'-0
/8
10'-2"
3' -6
'-6
'-2
/4
'-6
/8
.2
1' -1
1'
-1
1' -1
1'
-1
1' -1
1'
-1
1' -1
1'
-1
1' -1
1'
-1
1' -1
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
T.O. BEAM 1
20'-8"
3' -6
12'-0"
'-6
'-2
/8
'-8
/8
034500.A10
.2
'-2
/8
1' -1
1'
-1
1' -1
1'
-1
1' -1
1'
-1
1' -1
1'
-1
1' -1
1'
-1
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
T.O. BEAM 1
20'-8"
3' -6
'-2
/8
'-2
/8
12'-0"
'-8
/8
'-6
.2
1' -1
1'
-1
1' -1
1'
-1
1' -1
1'
-1
1' -1
1'
-1
1' -1
2'-10 1/2"6'-3"2'-10 1/2"
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
T.O. BEAM 1
20'-8"
'-2
3' -6
12'-0"
'-2
'-8
'-6
.2
1' -1
1'
-1
1' -1
1'
-1
1' -1
1'
-1
1' -1
1'
-1
2' -0
1' -6
1'-0"11'-0"
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
T.O. BEAM 1
20'-8"
B
'-1
2' -0
'-0
'-1
11'-8"
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
T.O. BEAM 1
20'-8"
12'-0"
'-1
4'-2" 4'-4" 3'-6"
8' -2
034500.A10
2' -0
'-1
'-0
EXTERIOR FINISH LEGEND
PC-2
PC-1
ARCHITECTURAL PRECAST CONCRETE
SANDBLAST MEDIUM - GPK 2569
ARCHITECTURAL PRECAST CONCRETE
SANDBLAST LIGHT - GPK 2569
AR94753
D
F
A
ETS
ER
I
G E
R
T S
T
OE RID
TIHCRA
C E
T
A
OF L
R E
N W
IC
K
OL I VAREZ
D A
E L
O
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
1/4" = 1'-0" GRAPHIC SCALE
15'10'5'1'0
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
P -4
F
O
P E
R A
T
IO
N S
S U
P P
O R
T F
A C
IL
IT
Y
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V
IR
G
IN
IA
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1362850
DRAWFORM REVISION: 25 AUG 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
CJW / SVR
Approved by J. Scott Roberts, Asset Management Branch Head
& Supervisory Facility Planner, PWD Beaufort, SC via email
DJD
EJA
DSN
12/17/2021
B
IM
- P -4
F
-3
O pe ra tio na l S up po rt F ac ili ty /B
LD
G
-P
5-
0- A
R _R
.rv t
1/
/2
4:
:4
P
M
As indicated
P R
E C
A S
T P
A N
E L
E
LE
V A
T
IO
N S
AE213
EAD KJF ROD
12854088
1/4" = 1'-0" C1
1/4" = 1'-0"
C2
1/4" = 1'-0" C3
1/4" = 1'-0"
C4
1/4" = 1'-0" A1
1/4" = 1'-0"
A2
1/4" = 1'-0" A3
1/4" = 1'-0"
A4
MATERIAL NOTES
034500.A10 PRECAST CONCRETE INSULATED WALL PANEL
A REFER TO SHEET AE001 FOR GENERAL ABBREVIATIONS AND
ARCHITECTURAL SYMBOLS.
B REFER TO SHEETS AE210 AND AE211-AE215 FOR PRECAST PANEL
LOCATIONS.
C PRECAST PANELS ARE BASED ON A 1" JOINT BETWEEN PANELS.
PRECAST PANEL REVEALS ARE BASED ON A 3/4" REVEAL. PRECAST
PANEL REVEALS DIMENSIONED TO THE TOP OF REVEAL, UNO.
D DIMENSIONS ARE FROM EDGE OF PRECAST.
E PANEL ELEVATIONS ARE MEANT TO BE A DESIGN GUIDE. PRECAST
MANUFACTURER TO VERIFY FINAL DIMENSIONS AND PRECAST
PENETRATIONS PRIOR TO FABRICATION.
F REFER TO SHEET AE521 FOR TYPICAL PRECAST PANEL JOINT
DETAILS.
G ALL PRECAST PANELS ARE 12" MINIMUM TOTAL THICKNESS.
H COORDINATE DOOR, WINDOW AND OTHER OPENINGS WITH
ARCHITECTURE AND ENGINEERING DRAWINGS.
I COORDINATE BOTTOM OF PANEL WITH STRUCTURAL GRADE BEAM
LOCATIONS.
J COORDINATE ALL DEVICES AND OPENINGS ON PRECAST PANELS.
1 COORDINATE UTILITY OPENING AND PENETRATIONS IN PRECAST. TYPICAL.
SEE ELECTRICAL, MECHCANICAL AND PLUMBING DRAWINGS FOR MORE
INFORMATION
2 ROUGH OPENING FOR DOOR
3 ROUGH OPENING FOR LOUVER
4 MITERED CORNER CONNECTION
6 MITERED CORNER CONNECTION ON BACK OF PANEL
T.O. PRECAST
16'-0 1/2"
T.O. BEAM 1
20'-8"
C
2' -0
12'-0"
'-1
'-1
'-0
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
T.O. BEAM 1
20'-8"
'-1
12'-0"
'-1
'-0
2' -0
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
T.O. BEAM 1
20'-8"
D
'-1
12'-0"
'-1
'-0
2' -0
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
T.O. BEAM 1
20'-8"
'-1
12'-0"
034500.A10
'-1
'-0
2' -0
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
T.O. BEAM 1
20'-8"
'-1
'-0
'-1
12'-0"
4'-8" 4'-4" 3'-0"8' -2
2' -0
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
T.O. BEAM 1
20'-8"
FE
'-1
12'-0"
'-1
'-0
2' -0
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
T.O. BEAM 1
20'-8"
2' -0
'-0
'-8
'-8
1'-10"
5'-4"
3'-6"
'-9
/8
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
T.O. BEAM 1
20'-8"
/2
/2
034500.A10
4'-6"
'-0
2' -0
1'-6" 1'-6"
EXTERIOR FINISH LEGEND
PC-2
PC-1
ARCHITECTURAL PRECAST CONCRETE
SANDBLAST MEDIUM - GPK 2569
ARCHITECTURAL PRECAST CONCRETE
SANDBLAST LIGHT - GPK 2569
AR94753
D
F
A
ETS
ER
I
G E
R
T S
T
OE RID
TIHCRA
C E
T
A
OF L
R E
N W
IC
K
OL I VAREZ
D A
E L
O
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
1/4" = 1'-0" GRAPHIC SCALE
15'10'5'1'0
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
P -4
F
O
P E
R A
T
IO
N S
S U
P P
O R
T F
A C
IL
IT
Y
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V
IR
G
IN
IA
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1362850
DRAWFORM REVISION: 25 AUG 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
CJW / SVR
Approved by J. Scott Roberts, Asset Management Branch Head
& Supervisory Facility Planner, PWD Beaufort, SC via email
DJD
EJA
DSN
12/17/2021
B
IM
- P -4
F
-3
O pe ra tio na l S up po rt F ac ili ty /B
LD
G
-P
5-
0- A
R _R
.rv t
1/
/2
4:
:4
P
M
As indicated
P R
E C
A S
T P
A N
E L
E
LE
V A
T
IO
N S
AE214
EAD KJF ROD
12854089
1/4" = 1'-0" C1
1/4" = 1'-0"
C2
1/4" = 1'-0" C3
1/4" = 1'-0"
C4
1/4" = 1'-0" A1
1/4" = 1'-0"
A2
1/4" = 1'-0" A3
1/4" = 1'-0"
A4
MATERIAL NOTES
034500.A10 PRECAST CONCRETE INSULATED WALL PANEL
A REFER TO SHEET AE001 FOR GENERAL ABBREVIATIONS AND
ARCHITECTURAL SYMBOLS.
B REFER TO SHEETS AE210 AND AE211-AE215 FOR PRECAST PANEL
LOCATIONS.
C PRECAST PANELS ARE BASED ON A 1" JOINT BETWEEN PANELS.
PRECAST PANEL REVEALS ARE BASED ON A 3/4" REVEAL. PRECAST
PANEL REVEALS DIMENSIONED TO THE TOP OF REVEAL, UNO.
D DIMENSIONS ARE FROM EDGE OF PRECAST.
E PANEL ELEVATIONS ARE MEANT TO BE A DESIGN GUIDE. PRECAST
MANUFACTURER TO VERIFY FINAL DIMENSIONS AND PRECAST
PENETRATIONS PRIOR TO FABRICATION.
F REFER TO SHEET AE521 FOR TYPICAL PRECAST PANEL JOINT
DETAILS.
G ALL PRECAST PANELS ARE 12" MINIMUM TOTAL THICKNESS.
H COORDINATE DOOR, WINDOW AND OTHER OPENINGS WITH
ARCHITECTURE AND ENGINEERING DRAWINGS.
I COORDINATE BOTTOM OF PANEL WITH STRUCTURAL GRADE BEAM
LOCATIONS.
J COORDINATE ALL DEVICES AND OPENINGS ON PRECAST PANELS.
1 COORDINATE UTILITY OPENING AND PENETRATIONS IN PRECAST. TYPICAL.
SEE ELECTRICAL, MECHCANICAL AND PLUMBING DRAWINGS FOR MORE
INFORMATION
2 ROUGH OPENING FOR DOOR
3 PRECAST REVEAL.
4 MITERED CORNER CONNECTION ON BACK OF PANEL
T.O. BEAM 1
20'-8"
T.O. BEAM 2
26'-3"
21' - 6"
.2
36°
9' -4
/8
7' -7
1' -1
"1 '-1
"1 '-1
"1 '-1
"1 '-1
"1 '-1
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
T.O. BEAM 1
20'-8"
T.O. BEAM 2
26'-3"
2' -0
1'-10"
'-1
1/
2"
'-9
/8
5'-4"
3'-6"
'-0
'-9
/8
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
T.O. BEAM 1
20'-8"
F
T.O. BEAM 2
26'-3"
7'-9" 1'-0"
8'-9"
2' -0
'-0
'-1
1/ 2"
034500.A10
1' -1
"1 '-1
"1 '-1
"1 '-1
"1 '-1
"1 '-1
"1 '-1
"1 '-1
"1 '-1
"1 '-1
"1 '-1
'-1
1/
2"
'-1
1/
8" 6'
-1
/8
T.O. PRECAST
16'-0 1/2"
21' - 6"
5' -4
1' -1
"1 '-1
"1 '-1
"1 '-1
"1 '-0
T.O. PRECAST
16'-0 1/2"
21'-6"
5' -4
1' -1
"1 '-1
"1 '-1
"1 '-1
"1 '-0
1'
T.O. BEAM 1
20'-8"
5' -4
/8
21'-6"
7' -2
/2
1' -1
"1 '-1
"1 '-1
"1 '-1
EXTERIOR FINISH LEGEND
PC-2
PC-1
ARCHITECTURAL PRECAST CONCRETE
SANDBLAST MEDIUM - GPK 2569
ARCHITECTURAL PRECAST CONCRETE
SANDBLAST LIGHT - GPK 2569
AR94753
D
F
A
ETS
ER
I
G E
R
T S
T
OE RID
TIHCRA
C E
T
A
OF L
R E
N W
IC
K
OL I VAREZ
D A
E L
O
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
1/4" = 1'-0" GRAPHIC SCALE
15'10'5'1'0
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
P -4
F
O
P E
R A
T
IO
N S
S U
P P
O R
T F
A C
IL
IT
Y
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V
IR
G
IN
IA
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1362850
DRAWFORM REVISION: 25 AUG 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
CJW / SVR
Approved by J. Scott Roberts, Asset Management Branch Head
& Supervisory Facility Planner, PWD Beaufort, SC via email
DJD
EJA
DSN
12/17/2021
B
IM
- P -4
F
-3
O pe ra tio na l S up po rt F ac ili ty /B
LD
G
-P
5-
0- A
R _R
.rv t
1/
/2
4:
:5
P
M
As indicated
P R
E C
A S
T P
A N
E L
E
LE
V A
T
IO
N S
AE215
EAD KJF ROD
12854090
1/4" = 1'-0" C1
1/4" = 1'-0" C3
1/4" = 1'-0" A3
1/4" = 1'-0" B1
1/4" = 1'-0" A1
MATERIAL NOTES
034500.A10 PRECAST CONCRETE INSULATED WALL PANEL
A REFER TO SHEET AE001 FOR GENERAL ABBREVIATIONS AND
ARCHITECTURAL SYMBOLS.
B REFER TO SHEETS AE210 AND AE211-AE215 FOR PRECAST PANEL
LOCATIONS.
C PRECAST PANELS ARE BASED ON A 1" JOINT BETWEEN PANELS.
PRECAST PANEL REVEALS ARE BASED ON A 3/4" REVEAL. PRECAST
PANEL REVEALS DIMENSIONED TO THE TOP OF REVEAL, UNO.
D DIMENSIONS ARE FROM EDGE OF PRECAST.
E PANEL ELEVATIONS ARE MEANT TO BE A DESIGN GUIDE. PRECAST
MANUFACTURER TO VERIFY FINAL DIMENSIONS AND PRECAST
PENETRATIONS PRIOR TO FABRICATION.
F REFER TO SHEET AE521 FOR TYPICAL PRECAST PANEL JOINT
DETAILS.
G ALL PRECAST PANELS ARE 12" MINIMUM TOTAL THICKNESS.
H COORDINATE DOOR, WINDOW AND OTHER OPENINGS WITH
ARCHITECTURE AND ENGINEERING DRAWINGS.
I COORDINATE BOTTOM OF PANEL WITH STRUCTURAL GRADE BEAM
LOCATIONS.
J COORDINATE ALL DEVICES AND OPENINGS ON PRECAST PANELS.
1 COORDINATE UTILITY OPENING AND PENETRATIONS IN PRECAST. TYPICAL.
SEE ELECTRICAL, MECHCANICAL AND PLUMBING DRAWINGS FOR MORE
INFORMATION
2 MITERED CORNER CONNECTION
3 MITERED CORNER CONNECTION ON BACK OF PANEL
4 PRECAST PANEL REVEAL.
1/4" = 1'-0" D1
T.O. PRECAST
16'-0 1/2"
T.O. BEAM 1
20'-8"
F E D C B AC1
AE301
T.O. BEAM 2
26'-3" AE311
A1
089100.A01
034500.A10
076115.A01
034500.A10
076115.P03
076115.A01
033000.A05
AE311
A1 076115.A01
1 33
T1L1
5 9
B1
AE531
10 11
033000.V01
033000.V01033000.V01
C2
AE531
SIM
D4
AE622
A1
AE622
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
T.O. BEAM 1
20'-8"
FEDCBA C1
AE301
T.O. BEAM 2
26'-3"
AE312
A3
AE312
A2
076115.A01
034500.A10
034500.A10
1 33
034500.A10
076115.A01 076115.A01053000.A01
089100.A01
A1
AE531
B1
AE531
B2
AE531
033000.V01 033000.V01 033000.V01
C2
AE531
EQ EQ EQ EQ EQ EQ EQ
B3
AE523
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
T.O. BEAM 1
20'-8"
1 2 6 B1
AE301
A1
AE301
T.O. BEAM 2
26'-3"
AE311
A2
AE312
A1
AE311
C3
076115.A01
076115.A01
034500.A10
074213.A02
076115.P03
076115.A01
1" / 1'-0"
1" / 1'-0"
1 4
033000.V01033000.V01
W
IR
E M
ES
H
P
AR
TI
TI
O N
H
EI
G H
T
'-0
2'-4 1/2"
2'-4 1/2"
AR94753
D
F
A
ETS
ER
I
G E
R
T S
T
OE RID
TIHCRA
C E
T
A
OF L
R E
N W
IC
K
OL I VAREZ
D A
E L
O
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
0 5'
1/8" = 1'-0" GRAPHIC SCALE
10' 20' 30'
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
P -4
F
O
P E
R A
T
IO
N S
S U
P P
O R
T F
A C
IL
IT
Y
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V
IR
G
IN
IA
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1362850
DRAWFORM REVISION: 25 AUG 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
CJW / SVR
Approved by J. Scott Roberts, Asset Management Branch Head
& Supervisory Facility Planner, PWD Beaufort, SC via email
DJD
EJA
DSN
12/17/2021
B
IM
- P -4
F
-3
O pe ra tio na l S up po rt F ac ili ty /B
LD
G
-P
5-
0- A
R _R
.rv t
1/
/2
4:
:5
P
M
1/8" = 1'-0"
B U
IL
D
IN
G
S E
C T
IO
N
S
AE301
EAD KJF ROD
12854091
A REFER TO SHEET AE001 FOR GENERAL ABBREVIATIONS AND
ARCHITECTURAL SYMBOLS.
B REFER TO SHEET AE901 FOR 3D AXONOMETRIC VIEWS FOR
REFERENCE.
1/8" = 1'-0" B1
BUILDING SECTION
1/8" = 1'-0" A1
BUILDING SECTION
1/8" = 1'-0" C1
BUILDING SECTION
1 WIRE MESH PARTITION, 19'-0" HIGH.
2 LIGHT FIXTURE, WALL-MOUNTED, TYP. REFER TO ELECTRICAL DRAWINGS.
3 WIRE MESH SWING DOOR, 4'-0" WIDE x 8-0" HIGH.
4 BOLLARD, TYP. REFER TO DETAIL D1/AE531.
5 STEEL JOIST. REFER TO STRUCTURAL DRAWINGS.
6 STEEL TRUSS. REFER TO STRUCTURAL DRAWINGS.
7 STEEL BEAM. REFER TO STRUCTURAL DRAWINGS.
8 OVERHEAD COILING DOOR CONTROL BOX
9 RADIANT HEATER, REFER TO MECHANICAL DRAWINGS
10 1 1/2"x 1/2" x 1/8" CHANNELS FOR CENTER RAILS (2) REQUIRED
11 2" x 2" x 1/8" TUBE
MATERIAL NOTES
033000.A05 CONCRETE FLOOR
033000.V01 VAPOR BARRIER
034500.A10 PRECAST CONCRETE INSULATED WALL PANEL
053000.A01 STEEL DECK
074213.A02 INSULATED METAL WALL PANEL SYSTEM
076115.A01 STANDING-SEAM METAL ROOF PANEL
076115.P03 METAL SOFFIT PANEL SYSTEM
089100.A01 EXTRUDED ALUMINUM WALL LOUVER
T.O. PRECAST
16'-0 1/2"
054000.D01
033000.A04
033000.A06
AE511
A1
033000.J05
033000.V01
072113.R02
AE621
A2
AE472
A2
054000.D03
076115.U02
076115.A02
072200.P02
076115.U01 072200.R02
076115.V04
053000.A01
092900.B03
054000.A01 092900.B03
076115.P03
LEVEL 1
0'-0"
A
034500.A10
076115.A01
033000.A05
072200.P02
076115.V04
072200.R02
072200.P02
053000.A07
054000.D03
054000.D03
054000.A01 076115.P03
076115.V04
051200.B01
076115.A01
AE511
C3
033000.A06
.2' - 8 1/2"
092900.B03
033000.V01
072113.R02
076115.A01
VARIES
TO PRECAST
072116.R10
LEVEL 1
0'-0"
T.O. PRECAST
16'-0 1/2"
034500.A10
033000.A05
AE511
B3
033000.V01
033000.A06
AE511
A3
072113.R02
076115.U02
6 8
SIM
054000.A01
076115.V04
072200.P02
072200.R02
053000.A01
076115.P03
076115.A02
072200.P02
076115.A01
076115.U01
072726.A01
092900.B03
054000.D03
092900.B03
054000.A01
076115.P03
053000.A01
072200.R02
072200.P02
076115.A02
072200.R02 072200.P02072200.P02
076115.A02
076115.V04
AE511
C1 054000.D03
054000.C01
054000.D03
054000.C01
26' - 3 1/2"
T.O. BEAM
20' - 5"
T.O. BEAM
076115.V04
AE531
B1
076115.A017
1'-2 1/2"
EDGE OF END CLOSURE
072200.P02
AE523
A1
054000.E01054000.E01
053000.E03
072116.R10
3'-1"
AR94753
D
F
A
ETS
ER
I
G E
R
T S
T
OE RID
TIHCRA
C E
T
A
OF L
R E
N W
IC
K
OL I VAREZ
D A
E L
O
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
1/2" = 1'-0" GRAPHIC SCALE
1' 2' 4' 8'6'
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
P -4
F
O
P E
R A
T
IO
N S
S U
P P
O R
T F
A C
IL
IT
Y
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V
IR
G
IN
IA
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1362850
DRAWFORM REVISION: 25 AUG 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
CJW / SVR
Approved by J. Scott Roberts, Asset Management Branch Head
& Supervisory Facility Planner, PWD Beaufort, SC via email
DJD
EJA
DSN
12/17/2021
B
IM
- P -4
F
-3
O pe ra tio na l S up po rt F ac ili ty /B
LD
G
-P
5-
0- A
R _R
.rv t
1/
/2
4:
:0
P
M
1/2" = 1'-0"
W A
LL
S
E C
T
IO
N S
AE311
EAD KJF ROD
12854092
MATERIAL NOTES
033000.A04 CONCRETE WALL
033000.A05 CONCRETE FLOOR
033000.A06 CONCRETE FOOTING
033000.J05 PREFORMED JOINT FILLER
033000.V01 VAPOR BARRIER
034500.A10 PRECAST CONCRETE INSULATED WALL PANEL
051200.B01 STEEL COLUMN
051200.B02 STEEL WIDE FLANGE COLUMN
053000.A01 STEEL DECK
053000.A07 STEEL ROOF DECK
053000.E03 END CLOSURE
054000.A01 METAL FRAMING
054000.C01 METAL STUD RUNNER TRACK
054000.D01 METAL STUD
054000.D03 METAL STUD 3 5/8"
054000.E01 METAL CLIP ANGLE
072113.R02 PERIMETER INSULATION
072116.R10 BLANKET INSULATION, UNFACED
072200.P02 GLASS MAT GYPSUM PROTECTION BOARD
072200.R02 ROOF INSULATION BOARD
072726.A01 FLUID-APPLIED AIR BARRIER, VAPOR-RETARDING
076115.A01 STANDING-SEAM METAL ROOF PANEL
076115.A02 STANDING-SEAM METAL ROOF PANEL SYSTEM
076115.P03 METAL SOFFIT PANEL SYSTEM
076115.U01 GUTTER
076115.U02 DOWNSPOUT
076115.V04 HIGH TEMPERATURE RESISTANT UNDERLAYMENT
092900.B03 GLASS MAT FACED EXTERIOR GYPSUM SHEATHING 5/8"
1 BOLLARD, TYP. REFER TO DETAIL D1/AE531.
2 CONCEALED GUTTER,13" X 7"
3 STEEL BEAM. REFER TO STRUCTURAL DRAWINGS.
4 STEEL COLUMN. REFER TO STRUCTURAL DRAWINGS.
5 STEEL JOIST. REFER TO STRUCTURAL DRAWINGS.
6 BEYOND.
7 STANDING SEAM METAL PANEL IN VERTICAL APPLICATION
8 DOWNSPOUT 3" X 4", TYP.
1/2" = 1'-0" A2
WALL SECTION
1/2" = 1'-0"
A1
WALL SECTION
A REFER TO SHEET AE001 FOR GENERAL ABBREVIATIONS AND ARCHITECTURAL SYMBOLS.
B REFER TO CIVIL DRAWINGS FOR FINISH GRADE.
C REFER TO SHEET AE111 FOR INTERIOR CEILING CONDITIONS.
D REFER TO STRUCTURAL DRAWINGS FOR TOP OF STEEL HEIGHTS.
E REFER TO ARCHITECTURAL SHEETS AE210 FOR PRECAST PANEL ELEVATION KEY PLAN
AND SHEETS AE211 THROUGH AE215 FOR EXTERIOR PRECAST PANEL ELEVATIONS.
1/2" = 1'-0" A3
WALL SECTION
1/2" = 1'-0" C3
WALL SECTION
076115.A01
072726.A01
092900.B03
054000.A01 092900.B03
054000.D03
034500.A10
033000.B01
053000.A01
072200.R02
076115.V04
076115.A02
AE511
A3 SIM,OPH
AE511
B3
OPH, SIM.
22' - 2 7/8"
T.O. BEAM
076115.U02
033000.C01
072113.R02
033000.V01
033000.J05
22'-1"
TO PRECAST
12'-3 1/2"
B.O. METAL FRAMING
AE532
A4
033000.A14
072200.P02
072200.P02
054000.A01
1'-5 3/8"
LEVEL 1
0'-0"
B
054000.D03 092900.B03
054000.A01 092900.B03
054000.D03
076115.P03
053000.A07
072200.P02 072200.R02
072200.P02
076115.V04
076115.A01
034500.A10
033000.J05
AE511
C3
SIM,OPH
.2' - 8 1/2"
072113.R02
033000.V01
034500.A10
034500.A10
076115.A01
AE622
A3
AE622
C3
B3
AE622
033000.A14
LEVEL 1
0'-0"
F
054000.D03 092900.B03
054000.A01 076115.P03
054000.D03 092900.B03
076115.A01
076115.V04
072200.R02
072200.P02
053000.A07
034500.A10
AE621
C2
033000.J05
AE511
C3
SIM
072113.R02
0330…
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