Attachment N - VOL6_1363603dwg5of10.pdf
PDF 7 MB Posted
- Attached to
- P475 Aircraft Maintenance Hangar
- Solicitation number
- N4008526R0148
About this file
These architectural site plans and floor plans are for a P-475 Aircraft Maintenance Hangar project located at Marine Corps Air Station (MCAS) Beaufort, South Carolina. The project is being executed for the Naval Facilities Engineering Systems Command (NAVFAC) Mid-Atlantic, with design documents prepared by BM/EARTH Engineering + Surveyors. The site plan includes a maintenance hangar with nine aircraft maintenance bays, multiple support facilities such as a mechanical yard, parking lots, and additional support spaces. The ground floor plan shows detailed layouts for various functional areas including maintenance offices, storage rooms, equipment spaces, mechanical rooms, and support infrastructure like trenches, equipment pads, and fall arrest systems. The drawings are part of a base bid with additional options and were last revised in December 2022, with modifications planned for May 2023 and October 2025.
The facility is designed with precast concrete insulated wall panels, standing seam metal roofing, and includes specialized features like restricted area security fencing, turnstiles, sliding gates, and specific environmental considerations for corrosion protection. The hangar appears designed to support F-35 aircraft maintenance, with comprehensive support spaces for maintenance personnel, equipment storage, and operational support. The design incorporates detailed architectural, structural, and engineering considerations across multiple volume sets, with precise attention to spatial arrangements, equipment placement, and functional workflow within the maintenance facility.
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T
ST
A
E OF F L OR IDA
R
EG ISTERED A R C H IT
E C T
B
IL
Y
K
EIT
H HO
L
LLO
W A Y
AR93022
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
1'-0" = 1'-0" GRAPHIC SCALE
0 3"2"1" 4"½"
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
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M E
N T
O F
T H
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A V
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P -4
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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
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head &
Supervisory Facility Planner, PWD
Beaufort, SC via email.
CGM
EJA
DSN
CUI
CUI
C U
I
12/15/2022
A ut od es k D oc s:
//2
V
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A T
F
M ai nt en an ce
H an ga r/2
F
M ai nt H an ga r_ S ite .rv t
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9:
:0
P
M
1/64" = 1'-0"
A R
C H
IT
E
C T
U R
A L
S
IT
E P
LA
N
AS100X
EAD MEC BKH
12871470
HANGAR
O2
STOR
MECH
YARD
KEYPLAN
PARKING
1/64" = 1'-0" A1
ARCHITECTURAL SITE PLAN
1 P475 MAINTENANCE HANGAR. REFER TO VOLUME 2A-2B FOR BUILDING INFORMATION.
2 P475 MAINTENANCE HANGAR - MAIN ENTRANCE.
3 OXYGEN TANK STORAGE. REFER TO VOLUME 1, SHEET AS401 FOR ADDITIONAL
INFORMATION.
4 MECHANICAL YARD. REFER TO VOLUME 6, SHEET OAS401X FOR ADDITIONAL
INFORMATION.
5 PARKING LOT. REFER TO VOLUME 6, SHEET AS100XB FOR ADDITIONAL INFORMATION.
6 PARKING LOT ENTRY/EXIT.
7 PUMP STATION. REFER TO VOLUME 1, SHEETS CU101 AND CU105 FOR ADDITIONAL
INFORMATION.
8 EXISTING P464 OSF.
9 EXISTING PARKING GARAGE.
10 33 FOOT SETBACK.
11 LINE OF WORK DISTURBANCE, TYP.
12 RESTRICTED AREA SECURITY FENCE. REFER TO VOLUME 6, SHEETS CS101X-CS102X
FOR ADDITIONAL INFORMATION AND VOLUME 1, SHEET CS506 FOR ADDITIONAL
INFORMATION.
13 DOUBLE TANDEM TURNSTILES. REFER TO VOLUME 6, SHEETS CS101X AND VOLUME 1,
SHEETS CS508-CS509 FOR ADDITIONAL INFORMATION.
14 SLIDING GATE. REFER TO VOLUME 6, SHEETS CS102X AND VOLUME 1, SHEET CS510 FOR
ADDITIONAL INFORMATION.
15 SUN SHADES, COORDINATE SUPPORTING UTILITIES SERVING THE AIRCRAFT
MAINTENANCE UNDER THE SUN SHADES. REFER TO SPECIFICATION SECTION 13 31
33.00 22, PRE-ENGINEERED FRAMED FABRIC STRUCTURES, FOR ADDITIONAL
INFORMATION.
A REFER TO SHEET AS001 FOR ARCHITECTURAL ABBREVIATIONS AND SYMBOLS.
B ARCHITECTURAL ELEVATIONS FOR GROUND FLOOR TOP OF SLAB IS DEFINED AS 0'-0".
REFER TO VOLUME 1, SHEET CG103 AND VOLUME 6, SHEETS CG101X-CG104X FOR SLAB
ELEVATIONS RELATIVE TO NORTH AMERICAN VERTICAL DATUM (NAVD) SYSTEM.
C REFER TO VOLUME 6, SHEET AG101X FOR EXTERIOR SIGNAGE LOCATIONS AND VOLUME
2A, SHEET AG504 FOR EXTERIOR SIGNAGE ELEVATIONS AND MOUNTING HEIGHTS.
D REFER TO VOLUME 1, SHEETS CS103-CS104 AND VOLUME 6, SHEETS CS101X-CS104X
FOR SITE LAYOUT.
E REFER TO VOLUME 1, SHEETS CG103-CG104 AND VOLUME 6, SHEETS CG101X-CG104X
FOR SITE GRADING PLANS.
F REFER TO VOLUME 1, SHEETS CU101-CU104 AND VOLUME 6, SHEET CU105X FOR UTILITY
PLANS.
G REFER TO VOLUME 6, SHEETS LP101X-LP104X FOR LANDSCAPE PLANS AND VOLUME 6,
SHEET LF101X FOR LANDSCAPE FURNISHING PLAN.
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56 13
AS402
C3
AS401
A4
AS401
C4
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EG ISTERED A R C H IT
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B
IL
Y
K
EIT
H HO
L
LLO
W A Y
AR93022
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
1'-0" = 1'-0" GRAPHIC SCALE
0 3"2"1" 4"½"
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
A
IR
C
R A
FT
M
A
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N
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H A
N G
A R
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LU
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D
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TI
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D C
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B E
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F O
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, S C
N O
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, V A
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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
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head &
Supervisory Facility Planner, PWD
Beaufort, SC via email.
CGM
EJA
DSN
CUI
CUI
C U
I
12/15/2022
A ut od es k D oc s:
//2
V
M F
A T
F
M ai nt en an ce
H an ga r/2
F
M ai nt H an ga r_ S ite .rv t
/3
/2
9:
:3
P
M
1/32" = 1'-0"
A R
C H
IT
E
C T
U R
A L
S
IT
E P
LA
N
H
A N
G A
R A
N D
M E
C H
A N
IC
A
L Y
A R
D
AS100XA
EAD MEC BKH
12871471
1/32" = 1'-0" B1
ARCHITECTURAL SITE PLAN - HANGAR & OSF / SHOP ANNEX
KEY NOTES 00
HANGAR
O2
STOR
MECH
YARD
KEYPLAN
PARKING
1 P475 MAINTENANCE HANGAR. REFER TO VOLUME 2A-2B FOR BUILDING INFORMATION.
2 P475 MAINTENANCE HANGAR - MAIN ENTRANCE.
3 33 FOOT SETBACK.
4 MECHANICAL YARD. REFER TO VOLUME 6, SHEET OAS401X FOR ADDITIONAL
INFORMATION.
5 RESTRICTED AREA SECURITY FENCE. REFER TO VOLUME 6 SHEETS CS101X-CS102X
FOR ADDITIONAL INFORMATION.
6 DOUBLE TANDEM TURNSTILES. REFER TO VOLUME 6, SHEET CS101X AND VOLUME 1
SHEETS CS508-CS509 FOR ADDITIONAL INFORMATION.
7 EQUIPMENT SCREEN. REFER TO VOLUME 1, SHEET AS402 FOR ADDITIONAL
INFORMATION.
A REFER TO SHEET AS001 FOR ARCHITECTURAL ABBREVIATIONS AND SYMBOLS.
B ARCHITECTURAL ELEVATIONS FOR GROUND FLOOR TOP OF SLAB IS DEFINED AS 0'-0".
REFER TO VOLUME 1, SHEET CG103 AND VOLUME 6, SHEETS CG101X-CG104X FOR SLAB
ELEVATIONS RELATIVE TO NORTH AMERICAN VERTICAL DATUM (NAVD) SYSTEM.
C REFER TO VOLUME 6, SHEET AG101X FOR EXTERIOR SIGNAGE LOCATIONS AND VOLUME
2A, SHEET AG504 FOR EXTERIOR SIGNAGE ELEVATIONS AND MOUNTING HEIGHTS.
D REFER TO VOLUME 1, SHEETS CG103-CG104 AND VOLUME 6, SHEET CG104X FOR SITE
GRADING PLANS.
E REFER TO VOLUME 1, SHEET CG103 AND VOLUME 6, SHEET CG104X FOR SITE GRADING
PLANS.
F REFER TO VOLUME 1, SHEETS CU101-CU104 AND VOLUME 6, SHEET CU105X FOR UTILITY
PLANS.
G REFER TO VOLUME 6, SHEETS LP103X-LP104X FOR LANDSCAPE PLANS AND VOLUME 6,
SHEET LF101X FOR LANDSCAPE FURNISHING PLAN.
8 MECHANICAL EQUIPMENT ON CONCRETE PAD. REFER TO VOLUME 2B, SHEETS
MH101A AND MH101C FOR ADDITIONAL INFORMATION.
9 OXYGEN TANK STORAGE. REFER TO VOLUME 1, SHEET AS401 FOR ADDITIONAL
INFORMATION.
10 FIRE HYDRANT, TYP. REFER TO VOLUME 1, SHEET CU101 AND VOLUME 6, SHEET
CU105X FOR ADDITIONAL INFORMATION.
11 LIGHT POLE, TYP. REFER TO SHEET ES101X FOR ADDITIONAL INFORMATION.
12 LINE OF WORK DISTURBANCE, TYP.
13 RESTRICTED AREA SECURITY FENCE AND SLIDING GATE. REFER TO VOLUME 6,
SHEET CS102X AND VOLUME 1, SHEET CS510 FOR ADDITIONAL INFORMATION.
M
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/2
M
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P
A N
D P
/2
67 8
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R
EG ISTERED A R C H IT
E C T
B
IL
Y
K
EIT
H HO
L
LLO
W A Y
AR93022
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
80'0 10'
1/32" = 1'-0" GRAPHIC SCALE
40' 120'
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
A
IR
C
R A
FT
M
A
IN
TE
N
A N
C E
H A
N G
A R
V
O
LU
M
E B
A S
E B
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A D
D
IT
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A L
O P
TI
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D C
C O
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B E
A U
F O
R T
, S C
N O
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O
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, V A
N A
V A
L F
A C
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S
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IN
G S
Y S
T E
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C O
M M
A
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A C
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IT
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S
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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
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head &
Supervisory Facility Planner, PWD
Beaufort, SC via email.
CGM
EJA
DSN
CUI
CUI
C U
I
12/15/2022
A ut od es k D oc s:
//2
V
M F
A T
F
M ai nt en an ce
H an ga r/2
F
M ai nt H an ga r_ S ite .rv t
/3
/2
9:
:5
P
M
1/32" = 1'-0"
A R
C H
IT
E
C T
U R
A L
S
IT
E P
LA
N
P
A R
K
IN
G L
O T
AS100XB
EAD MEC BKH
12871472
HANGAR
O2
STOR
MECH
YARD
KEYPLAN
PARKING
1/32" = 1'-0" A1
ARCHITECTURAL SITE PLAN -PARKING GARAGE
1 P475 MAINTENANCE HANGAR. REFER TO VOLUME 2A-2B FOR BUILDING INFORMATION.
2 P475 MAINTENANCE HANGAR - MAIN ENTRANCE.
3 SERVICE YARD. REFER TO VOLUME 6, SHEET OAS401X.
4 PARKING LOT. REFER TO VOLUME 6, SHEET CS101X AND CS102X FOR ADDITIONAL
INFORMATION.
5 PARKING LOT ENTRY/EXIT.
6 RESTRICTED AREA SECURITY FENCE. REFER TO VOLUME 6, SHEETS CS101X-CS102X
AND VOLUME 1, SHEET CS506 FOR ADDITIONAL INFORMATION.
7 DOUBLE TANDEM TURNSTILES. REFER TO VOLUME 6, SHEETS CS101X-CS102X AND
VOLUME 1, SHEETS CS508-CS509 FOR ADDITIONAL INFORMATION.
8 SLIDING GATE. REFER TO VOLUME 6, SHEET CS102X AND VOLUME 1, SHEET CS510 FOR
ADDITIONAL INFORMATION.
9 PUMP STATION. REFER TO VOLUME 1, SHEETS CU101 AND CU105 FOR ADDITIONAL
INFORMATION.
10 EXISTING PARKING GARAGE.
11 33 FOOT SETBACK.
12 LINE OF WORK DISTURBANCE, TYP.
13 LIGHT POLE, TYP. REFER TO SHEET ES101X FOR ADDITIONAL INFORMATION.
A REFER TO SHEET AS001 FOR ARCHITECTURAL ABBREVIATIONS AND SYMBOLS.
B ARCHITECTURAL ELEVATIONS FOR GROUND FLOOR TOP OF SLAB IS DEFINED AS 0'-0".
REFER TO VOLUME 1, SHEET CG103 AND VOLUME 6, SHEETS CG101X-CG104X FOR SLAB
ELEVATIONS RELATIVE TO NORTH AMERICAN VERTICAL DATUM (NAVD) SYSTEM.
C REFER TO VOLUME 6, SHEET AG101X FOR EXTERIOR SIGNAGE LOCATIONS AND VOLUME
2A, SHEET AG504 FOR EXTERIOR SIGNAGE ELEVATIONS AND MOUNTING HEIGHTS.
D REFER TO VOLUME 6, SHEETS CS101X-CS102X FOR SITE LAYOUT.
E REFER TO VOLUME 6, SHEETS CG101X-CG102X FOR SITE GRADING PLANS.
F REFER TO VOLUME 1, SHEETS CU101-CU104 AND VOLUME 6, SHEET CU105X FOR UTILITY
PLANS.
G REFER TO VOLUME 6, SHEETS LP101X-LP102X FOR LANDSCAPE PLANS AND VOLUME 6,
SHEET LF101X FOR LANDSCAPE FURNISHING PLAN.
M
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M
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P
A N
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/2
8'-0" 8'-0" 8'-0" 8'-4"
32'-4"
8' -0
8'
-0
8' -0
4'
-0
/4
2" 8'
-2
/4
2"
2' -0
1/ 2"
'-0
/2
33'-0"
8' -0
8'
-0
8' -0
8'
-0
6' -1
0"
'-1
0"
OAS401X
A3
OAS401X
A1
OAS401
A3
OAS401
B1
A4
OAS402
A3
OAS402
TYP
OAS402
C2
'-1
0"
6'-10" 8'-0" 8'-0" 8'-0" 8'-0"10 1/8"
38'-10"
8' -0
8' -4
042000.C04
042000.D03 092423.A01
323130.A03
PC-1
ST-1
FNC-1
OAS402
C3
TYP
A3
OAS402
EXTERIOR FINISH LEGEND
FNC-1 EXTERIOR METAL FENCE
RAL 7044
ST-1 STUCCO
STUCCO TO MATCH SW 6072 VERSATILE GRAY
OAS402
C3
TYP
8'-4" 8'-0" 8'-0" 8'-0"
32'-4" 323130.A03
FNC-1
A3
OAS402
T
ST
A
E OF F L OR IDA
R
EG ISTERED A R C H IT
E C T
B
IL
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K
EIT
H HO
L
LLO
W A Y
AR93022
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
1/4" = 1'-0" GRAPHIC SCALE
15'10'5'1'0
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
A
IR
C
R A
FT
M
A
IN
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N
A N
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N G
A R
V
O
LU
M
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A S
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TI
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C O
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B E
A U
F O
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, S C
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, V A
N A
V A
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A C
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T E
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T E
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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
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head &
Supervisory Facility Planner, PWD
Beaufort, SC via email.
CGM
EJA
DSN
12/15/2022
A ut od es k D oc s:
//2
V
M F
A T
F
M ai nt en an ce
H an ga r/2
F
M ai nt H an ga r_ O
S F
S ho p A nn ex
.rv t
/3
/2
8:
:0
P
M
As indicated
O S
F
S H
O P
A N
N E
X
M E
C H
A N
IC
A
L Y
A R
D P
LA
N
A N
D E
LE
V
A T
IO
N
S
OAS401X
EAD KJF BKH
12871473
1/4" = 1'-0" B3
ENLARGED PLAN - MECHANICAL YARD
1/4" = 1'-0" A3
EAST ELEVATION
MATERIAL NOTES
042000.C04 PRECAST CONCRETE COPING
042000.D03 CMU 8"
092423.A01 STUCCO
323130.A03 DECORATIVE METAL FENCE
1 LOAD BANK DISCONNECT CABINET AND CONCRETE PAD. REFER TO VOLUME 1, SHEETS
ES406 AND EP602 FOR ADDITIONAL INFORMATION.
2 GENERATOR ON CONCRETE PAD. REFER TO VOLUME 1, SHEET ES406 FOR ADDITIONAL
INFORMATION.
3 CHILLER ON CONCRETE PAD. REFER TO VOLUME 6, SHEET MS102X FOR ADDITIONAL
INFORMATION.
4 DECORATIVE METAL FENCE DOUBLE SWING GATE. REFER TO VOLUME 3, DETAIL
C4/OAS402, FOR GATE ELEVATION AND HARDWARE INFORMATION.
5 HINGE CLEARANCE.
6 CONCRETE PAVEMENT, 8" THICK, OVER 8" (MIN) AGGREGATE BASE COURSE. REFER TO
VOLUME 6, SHEET CS104X FOR ADDITIONAL INFORMATION.
OAS401XOAS401X1/4" = 1'-0"
A1
NORTH ELEVATION
A REFER TO VOLUME 1, SHEET OAE001 FOR GENERAL ABBREVIATIONS AND
ARCHITECTURAL SYMBOLS.
B ARCHITECTURAL ELEVATION FOR GROUND FLOOR TOP OF SLAB IS DEFINED AS 0'-0".
REFER TO CIVIL PLANS FOR SLAB ELEVATIONS RELATIVE TO NORTH AMERICAN VERTICAL
DATUM (NAVD) SYSTEM.
C REFER TO VOLUME 6, SHEETS AS100X AND AS100XA FOR ARCHITECTURAL SITE PLAN.
D REFER TO VOLUME 6, SHEET CS109 FOR SITE LAYOUT AND VOLUME 6, CG111 FOR SITE
GRADING INFORMATION.
E REFER TO VOLUME 6, SHEET LP104X FOR LANDSCAPE AND HARDSCAPE INFORMATION.
F REFER TO VOLUME 1, SHEET ES406 FOR MECHANICAL YARD ELECTRICAL EQUIPMENT
PLAN.
G REFER TO VOLUME 6, SHEET MS102X FOR MECHANICAL YARD MECHANICAL EQUIPMENT
PLAN.
H REFER TO VOLUME 1, SHEETS OAS401-OAS402 FOR ADDITIONAL ELEVATIONS, WALL
SECTIONS, AND DETAILS.
AS100X
M
O D
P
/2
M
O D
P
A N
D M
O D
P
/2
PAE201
B1
PAE201
D1
PAE201
C1
PAE201
A1
1 2 3 4 5 6 7 9 10
A
B
C
D
B1
PAE301
C1
PAE301
A.2
C.8
A1
PAE301
A1
PAE311
034533.A04
302'-4"
1'
-0
TYP
076115.A01
076115.A01076115.A01
076115.A01
/2
/2
/2
/2
PAE411
A3
OPH PAE412
A3
C3
PAE521
T
ST
A
E OF F L OR IDA
R
EG ISTERED A R C H IT
E C T
B
IL
Y
K
EIT
H HO
L
LLO
W A Y
AR93022
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
0 10'
1/16" = 1'-0" GRAPHIC SCALE
20' 40' 60'
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
A
IR
C
R A
FT
M
A
IN
TE
N
A N
C E
H A
N G
A R
V
O
LU
M
E B
A S
E B
ID
W
IT
H
A D
D
IT
IO
N
A L
O P
TI
O
N S
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V A
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
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head &
Supervisory Facility Planner, PWD
Beaufort, SC via email.
CGM
EJA
DSN
12/15/2022
A ut od es k D oc s:
//2
V
M F
A T
F
M ai nt en an ce
H an ga r/
F
M ai nt
H an ga r_
P ar ki ng
F ac ili ty
.rv t
/4
/2
1:
:2
P
M
1/16" = 1'-0"
P A
R K
IN
G
G A
R A
G E
R
O O
F P
LA
N
O
V E
R A
LL
, B
ID
O
P T
IO
N
W /O
P V
P A
N E
L S
PAE104Y
EAD MEC BKH
12871474
1/16" = 1'-0" A1
ROOF PLAN W/O PHOTOVOLTAIC (PV) PANELS
A B
KEYPLAN
1 GALVANIZED STEEL TUBE POST. REFER TO VOLUME 6, SHEET C3/PAE582Y FOR DETAIL.
REFER TO ELECTRICAL DRAWING PEL103X FOR SITE LIGHTING INFORMATION.
2 REFER TO VOLUME 6, SHEET PEL103X, SITE LIGHTING PLAN , FOR INFORMATION
REGARDING SITE LIGHTING MOUNTED ALONG PRECAST WALL. REFER TO VOLUME 4,
ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.
3 ALUMINUM COVERS OVER GALVANIZED STEEL TUBE POST.
MATERIAL NOTES
034533.A04 PRECAST/PRESTRESSED CONCRETE WALL PANEL
076115.A01 STANDING-SEAM METAL ROOF PANEL
A REFER TO SHEET PAE001 FOR ARCHITECTURAL ABBREVIATIONS AND SYMBOLS.
B ARCHITECTURAL EXTERIOR DIMENSIONS ARE TO EXTERIOR FACE OF PRECAST PANEL
OR CMU, UNO.
C FOR ALL ROOF INSULATION, PROVIDE AN R-VALUE EQUAL TO R-25 MINIMUM
CONTINUOUS INSULATION. INSULATION FOR DESIGN PURPOSES IS BASED ON 1"
POLYISOCYANURATE INSULATION = R-6.
D SLOPED ROOF COMPOSITION IS AN ALUMINUM STANDING SEAM METAL ROOFING PANEL
ON 5/8" GLASS MAT COVER BOARD OVER AND BELOW THE 4" POLYISOCYANURATE RIGID
BOARD INSULATION ON METAL DECK. REFER TO SPECIFICATION SECTION 07 61 15.
REFER TO STRUCTURAL DRAWINGS FOR DECK INFORMATION.
E ARROWS INDICATE ROOF SLOPE. PROVIDE 1-1/2" PER FOOT MINIMUM SLOPE AT
STANDING SEAM METAL ROOF.
F ARCHITECTURAL EXTERIOR DIMENSIONS ARE TO EXTERIOR FACE OF PRECAST PANEL
OR CMU, UNO.
G PROVIDE EXTERIOR EXPOSURE CORROSION PROTECTION AND CONTROL IN
ACCORDANCE WITH AN ENVIRONMENTAL SEVERITY CLASSIFICATION (ESC) OF C4 FOR
BUILDING SYSTEMS AND COMPONENTS IN THE FOLLOWING ROOMS: STAIR 1, STAIR 2,
STAIR 3, AND STAIR 4.
M
O D
P
/2
M
O D
P
A N
D P
/2
THIRD FLR
23'-0"
ROOF
34'-6"
B
034533.A04
3034533.A07
4' -0
'-0
T
ST
A
E OF F L OR IDA
R
EG ISTERED A R C H IT
E C T
B
IL
Y
K
EIT
H HO
L
LLO
W A Y
AR93022
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
4"
3/4" = 1'-0" GRAPHIC SCALE
0 1' 2' 3' 5'4'
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
A
IR
C
R A
FT
M
A
IN
TE
N
A N
C E
H A
N G
A R
V
O
LU
M
E B
A S
E B
ID
W
IT
H
A D
D
IT
IO
N
A L
O P
TI
O
N S
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V A
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
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head &
Supervisory Facility Planner, PWD
Beaufort, SC via email.
CGM
EJA
DSN
12/15/2022
A ut od es k D oc s:
//2
V
M F
A T
F
M ai nt en an ce
H an ga r/
F
M ai nt
H an ga r_
P ar ki ng
F ac ili ty
.rv t
/4
/2
1:
:3
P
M
3/4" = 1'-0"
P A
R K
IN
G
G A
R A
G E
S
IT
E
L
IG
H T
IN
G
P O
S T
D E
T A
IL
S
W /O
P V
P A
N E
L S
PAE582Y
EAD MEC BKH
12871475
A REFER TO SHEET PAE001 FOR ARCHITECTURAL ABBREVIATIONS AND SYMBOLS.
B ARCHITECTURAL EXTERIOR DIMENSIONS ARE TO EXTERIOR FACE OF PRECAST PANEL,
FACE OF METAL STUD, AND FACE OF CMU, UNO.
1 LIGHT FIXTURE. REFER TO VOLUME 4, SHEETS PEL101-PEL103 FOR ADDITIONAL
INFORMATION.
2 TOP OF ALUMINUM POST. PROVIDE WELDED CAP AND SLOPE TOP OF POST TO ALLOW
WATER TO DRAIN. TOP OF STEEL POST TO RECEIVE LIGHTNING PROTECTION SYSTEM.
REFER TO ELECTRICAL FOR ADDITIONAL INFORMATION.
3 MOUNTING PLATE. REFER TO SHEETS PSF411-PSF412 FOR ADDITIONAL INFORMATION.
4 EMBED PLATE BY PRECAST MANUFACTURER. REFER TO SHEET PSF411 FOR ADDITIONAL
INFORMATION.
3/4" = 1'-0" A1
SECTION DETAIL
M
O D
P
/2
M
O D
P
A N
D P
/2
AE202
A1
AE201
C2
AE202
C2
AE201
A1
HK
B
C
D
HE
HF
HG
HH
HJ
32 4 5 6 108 11 1413
H1 H5 H6 H7 H8 H9 H10 H11 H12 H13 H14 H15 H16 H17 H18 H19 H23
125.10 7.2
A
B2
AE302H2 H3 H4 H22H21H20
A1
AE303
A1
AE301
B1
AE303
76.6
C2
AE302 C2
AE301
A1
AE302
3.5 3.7
COMPRESS
SEAT MAINT OFF
SEAT MAINT SHOP
FP
AIRFRAMES SHOP
AIRFRAMES STOR
COND. STOR
AIRFRAMES OFF
POWER LINE SHOP
GSE STORAGE
VEST
COMM
RECY
JAN
QA
QA OFF
CAREER
TRAINING
POWER LINE OFF
POWER LINE STOR
FP
MAINT CHIEF
MC SEC STOR
MAINT OFF
MAIN CNTRL OFF
MC SUPPLY
TOOL RM
FP
VAULT
AVIONICS PARTS
AVIONICS OFF
AVIONICS AVIATION ORD SHOP
AVIATION ORD OFF
MECH
COMM
VEND / BREAK
M TLT
W TLT
W LKRS & SHWR
FLIGHT EQUIP
WATER RM
MAINT CONTROL
BLDG MAINT STOR
FLIGHT EQUIP STOR
FLIGHT EQUIP OFF
ELEC
DUTY
BUNK
VEST
ELEV MACH
LOBBY
STAIR 3
STAIR 2
CORR
CORR CORR
CORR CORR
VEST
JAN
11'-6 1/2" 11'-6 1/2" 11'-6 1/2" 11'-6 1/2" 27'-11" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 27'-11" 11'-6 1/2" 11'-6 1/2" 11'-6 1/2" 11'-6 1/2"
512'-0"
50'-0" 412'-0" 50'-0"
'-1
0"
'-9
'-9
'-9
'-9
2'
-1 1"
'-4
'-2
'-0
'-0
'-0
'-0
'-8
19'-10"
1'-6" 39'-7" 23'-5" 31'-4" 33'-0" 28'-8" 2'-8" 42'-4" 23'-0" 25'-6" 29'-8" 27'-6" 38'-4" 32'-0" 13'-4" 393'-4"
VEST VEST VEST
M LKRS & SHWR
FP CL
FLIGHT LKRS
46'-2"
63'-0" 30'-8" 62'-4" 48'-0" 189'-4"
'-8
'-4
'-0
'-8
46'-2"
ELEC
11" 11"
415'-10"
HANGAR
'-0
BAY 1 BAY 2 BAY 3 BAY 4 BAY 5 BAY 6 BAY 7 BAY 8 BAY 9
1'-6"
STAIR 1
ELEV
6'-5 1/2" 1'-6" 1'-6"
13'-4"
19'-10"
11" 11"
11" 414'-0" 11"
T
ST
A
E OF F L OR IDA
R
EG ISTERED A R C H IT
E C T
B
IL
Y
K
EIT
H HO
L
LLO
W A Y
AR93022
ENGINEERS + SURVEYORS
SHEET NOTES:
NOTES:
A B C
D
KEYPLAN
E F
A B C
D
KEYPLAN
E F
A B C
D
KEYPLAN
E F
A B C
D
KEYPLAN
E F
A B C
D
KEYPLAN
E F
A B C
D
KEYPLAN
E F
A B C
D
KEYPLAN
E F
0 10'
3/64" = 1'-0" GRAPHIC SCALE
20' 40' 60'5' 80'
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
A
IR
C
R A
FT
M
A
IN
TE
N
A N
C E
H A
N G
A R
V
O
LU
M
E B
A S
E B
ID
W
IT
H
A D
D
IT
IO
N
A L
O P
TI
O
N S
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V A
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
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head &
Supervisory Facility Planner, PWD
Beaufort, SC via email.
CGM
EJA
DSN
CUI
CUI
C U
I
12/15/2022
A ut od es k D oc s:
//2
V
M F
A T
F
M ai nt en an ce
H an ga r/2
F
M ai nt H an ga r.r vt
/4
/2
:4 8:
P
M
3/64" = 1'-0"
H A
N G
A R
F
L O
O R
P
LA
N
G R
O U
N D
F L
O O
R
O V
E R
A
LL
AE101Z
EAD MEC BKH
12871476
A REFER TO SHEET AE001 FOR GENERAL ABBREVIATIONS AND ARCHITECTURAL SYMBOLS.
B REFER TO SHEETS AE101A-AE101F AND AE102D-AE102F FOR PARTITION TYPES.
C REFER TO GC001 FOR LIFE SAFETY CODE SUMMARY AND GC101-GC102 FOR LIFE SAFETY
PLANS.
D REFER TO VOLUME 2B, SHEETS CS103-CS104 FOR CIVIL SITE INFORMATION, LP101-LP104
FOR LANDSCAPE INFORMATION, AND LF101 FOR SITE FURNISHING INFORMATION.
E ARCHITECTURAL EXTERIOR DIMENSIONS ARE TO EXTERIOR FACE OF INSULATED
PRECAST PANEL AND FACE OF METAL STUD, UNO.
F REFER TO SHEETS AE231AC-AE232F FOR EXTERIOR PRECAST PANEL DIMENSIONAL
KEYPLANS.
G REFER TO SHEETS AE451-AE453 FOR AIR BARRIER DIAGRAMS.
3/64" = 1'-0" A1
FLOOR PLAN - GROUND FLOOR - OVERALL
M
O D
P
/2
M
O D
P
A N
D M
O D
P
/2
SMOKE PARTITION (NON-RATED)
1 HOUR FIRE BARRIER
PARTITION LEGEND
NON-RATED PARTITION
SMOKE BARRIER
HK
D
HE
HF
HG
HH
HJ
32 4
H1 H5 H6 H7 H8 H9H2 H3 H4
A3
AE311
A2
AE311
A2
AE312
A3
AE312
AE218
A1
AE215A1
HANGAR
1'-11" 11'-10" 3'-4" 2'-9"
0.
0.
100.3
A1
AE311
3' -4
8'
-0
2 2
8.
6.
4.
114C.2
W2
118.3
1C
.1
3 3
REF. LINE
SEE A1/AE101D
R E
F . L
IN
E
S E
E A
1/ A
E
Z
B
220000.B06TY
P
1' -4
S
LO
P E
S
LO
P E
S
LO
P E
SLOPESLOPE SLOPE SLOPE SLOPE SLOPE SLOPE
1SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE
034500.A10
S
LO
P E
1/16" / 1'-0" 1/16" / 1'-0"
1/
/ 1
'-0
1/
/ 1
'-0
S
LO
P E
S
LO
P E
S
LO
P E
S
LO
P E
S
LO
P E
TY
P
1' -4
1' -1
1"
'-1
0"
'-9
'-9
'-9
'-9
2'
-1 1"
11'-6 1/2" 11'-6 1/2" 11'-6 1/2" 11'-6 1/2" 27'-11" 30'-0" 30'-0" 30'-0"
CONC PAD
10'-0" 11'-4"
5' -7
C O
N C
P
AD
7' -2
7'
-1 0"
C O
N C
P
AD
7' -2
'-7
C O
N C
P
AD
7' -2
6'
-2
C O
N C
P
AD
7' -2
'-3
C O
N C
P
AD
7' -2
AE212
A1
AE212
A1
AE211 C1
1/16" / 1'-0"
1/
/ 1
'-0
1/
/ 1
'-0
1/16" / 1'-0"
1/
/ 1
'-0
1/
/ 1
'-0
BAY 1 BAY 2 BAY 3
AE501
A2
2' -4
TY
P
1' -7
AE501
A1
3'-0"
1' -4
"1'-6" 2' -0
1' -4
3'-0"
107'-9" 3'-9"
CL TRENCH
6'-11"
CL TRENCH
22'-0"
CL TRENCH
22'-0"
CL TRENCH
23'-0"
CL TRENCH
23'-0"
CL TRENCH
23'-0"
2'-0"
4' -0
4'
-0
4' -0
1/
2"
4' -0
2'-0"
4' -0
'-1 0"
'-0
2'-0"
C1
AE521
A4
AE521
TYP
TYP
A1
AE521
TYP
C1
AE522
TYP
A1
AE623
TYP
13 13
S
LO
P E
S
LO
P E
S
LO
P E
AE403
C2
2 2 2
1/16" / 1'-0"
'-2
T
YP
C L
TR
EN
C H
'-0
/2
CL TRENCH
10'-8 1/4"
'-2
T
YP
'-1
0"
T
ST
A
E OF F L OR IDA
R
EG ISTERED A R C H IT
E C T
B
IL
Y
K
EIT
H HO
L
LLO
W A Y
AR93022
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
A B C
D
KEYPLAN
E F
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
A
IR
C
R A
FT
M
A
IN
TE
N
A N
C E
H A
N G
A R
V
O
LU
M
E B
A S
E B
ID
W
IT
H
A D
D
IT
IO
N
A L
O P
TI
O
N S
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V A
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
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head &
Supervisory Facility Planner, PWD
Beaufort, SC via email.
CGM
EJA
DSN
CUI
CUI
C U
I
12/15/2022
A ut od es k D oc s:
//2
V
M F
A T
F
M ai nt en an ce
H an ga r/2
F
M ai nt H an ga r.r vt
/4
/2
:4 9:
P
M
As indicated
H A
N G
A R
F
L O
O R
P
LA
N
G R
O U
N D
F L
O O
R
S E
C T
O R
A
AE101ZA
EAD MEC BKH
12871477
A REFER TO SHEET AE001 FOR GENERAL ABBREVIATIONS AND ARCHITECTURAL SYMBOLS.
B REFER TO GC001 FOR LIFE SAFETY CODE SUMMARY AND GC101-GC102 FOR LIFE SAFETY
PLANS.
C REFER TO VOLUME 2B, SHEETS CS103-CS104 FOR CIVIL SITE INFORMATION, LP101-LP104
FOR LANDSCAPE INFORMATION, AND LF101 FOR SITE FURNISHING INFORMATION.
D REFER TO SHEETS AE101-AE105 FOR OVERALL ELEVATION AND BUILDING SECTION
REFERENCES.
E REFER TO AE231AC-AE232F FOR EXTERIOR PRECAST PANEL DIMENSIONAL PLANS.
F REFER TO AE601-AE602 FOR DOOR SCHEDULES. REFER TO AE611 FOR DOOR, DOOR
FRAME, AND WINDOW TYPES. REFER TO AE613 FOR CURTAINWALL / STOREFRONT
ELEVATIONS AND AE614 FOR TRANSLUCENT PANEL AND LOUVER ELEVATIONS.
G REFER TO SHEETS AE801-AE803 FOR PARTITION TYPES. PARTITIONS IN THE
CONTROLLED AREA TO BE R6 UNO. PARTITIONS IN UNCONTROLLED AREAS TO BE M8,
UNO.
H REFER TO SHEET AE821 FOR THROUGH PENETRATION FIRESTOP SYSTEM SCHEDULE
AND TYPICAL RATED PARTITION PENETRATION DETAILS.
I REFER TO SHEETS AF601-AF602 FOR FINISH SCHEDULES AND AF610-AF612 FOR FINISH
IDENTIFICATION SCHEDULES.
J REFER TO SHEETS AF111D-AF112F FOR INTERIOR FINISH PLANS AND SHEETS IN205-206
FOR TOILET ROOM / SHOWER ELEVATIONS.
K REFER TO SHEETS QJ101F3, QJ102D4, QJ102E1, QJ102E3, QJ102F3, AND QJ102F4 FOR
LOCKERS AND TOILET ROOM DIMENSIONS AND ADDITIONAL INFORMATION.
L REFER TO SHEET QJ201 FOR TYPICAL EQUIPMENT MOUNTING HEIGHTS.
M REFER TO SHEETS AE451-AE453 FOR AIR BARRIER DIAGRAMS.
N ARCHITECTURAL EXTERIOR DIMENSIONS ARE TO EXTERIOR FACE OF INSULATED
PRECAST PANEL AND FACE OF METAL STUD, UNO.
O ARCHITECTURAL DIMENSIONS ARE TO COLUMN GRID, FACE OF MASONRY / CONCRETE,
FACE OF METAL STUD, UNO.
P DASHED LINES REPRESENT ITEMS ABOVE.
Q PROVIDE EXTERIOR EXPOSURE CORROSION PROTECTION AND CONTROL IN
ACCORDANCE WITH AN ENVIRONMENTAL SEVERITY CLASSIFICATION (ESC) OF C4 FOR
BUILDING SYSTEMS AND COMPONENTS IN THE FOLLOWING ROOMS: 100 HANGAR, 120
GSE STORAGE, 124 COMPRESS, 135B ELEC, 153 MECH, 153A WATER RM. 154 FP CL, 1S02
STAIR 2, AND 1S03 STAIR 3.
MATERIAL NOTES
034500.A10 PRECAST CONCRETE INSULATED WALL PANEL
220000.B06 EMERGENCY SHOWER/ EYE WASH COMBINATION UNIT
1/8" = 1'-0" A1
FLOOR PLAN - GROUND FLOOR - SECTOR A
1 TRENCH, 48" WIDE. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
2 TRENCH, 24" WIDE. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
3 CONCRETE FILLED STEEL PIPE BOLLARDS. REFER TO DETAIL C4/AE591.
5 MECHANICAL EQUIPMENT AND PAD. REFER TO VOLUME 2B, SHEET MH101A FOR
ADDITIONAL INFORMATION.
6 AIRCRAFT MAINTENANCE CLEARANCE, TYP.
7 REFER TO B2/AE403 FOR ENLARGED PLAN AT INSULATED METAL PANEL CONDITION.
8 WASH FOUNTAIN. REFER TO VOLUME 2B, SHEET PP101A FOR ADDITIONAL INFORMATION.
9 HANGAR DOOR BOTTOM RAIL. REFER TO D1/AE101 FOR RAIL LAYOUT. REFER TO
A1/AE623 FOR BOTTOM RAIL DETAIL.
10 FIXED STEEL FRAMING FOR CABLE MANAGEMENT FOR POWER CONVERTER EQUIPMENT
ABOVE. REFER TO DETAIL A3/AE591 FOR ADDITIONAL INFORMATION.
11 SAFETY GUARDRAIL. REFER TO C1/AE591.
12 DASHED CIRCLE INDICATES CONE OF COVERAGE OF FALL ARREST SYSTEM'S ANCHOR
ABOVE. REFER TO SHEETS AE112A-AE112C FOR FALL ARREST SYSTEM'S RIGID RAIL
LOCATIONS.
13 (2) TRENCH GRATE COVERS, HINGED, NON-GAS LIFT ASSIST, EXTRA-HEAVY DUTY, 24"
LONG. REFER TO SECTION DETAIL C4/AE521.
M
O D
P
/2
M
O D
P
A N
D M
O D
P
/2
PARTITION LEGEND
NON-RATED PARTITION
SMOKE BARRIER
HK
D
HE
HF
HG
HH
HJ
5 6 8
H10 H11 H12 H13 H14
5.10 7.2 9
A1
AE312
76.6
AE217
A1
AE218
C1
HANGAR
30'-0" 30'-0" 30'-0" 30'-0"
220000.B06
2 2 2 2
110.3
0.
2W2 W2 W2 W2
2.
2 W2 W2
4.
2.
2.
1C
.1
R E
F . L
IN
E
S E
E A
1/ A
E
Z
A
REF. LINE
SEE A1/AE101B
R E
F . L
IN
E
S E
E A
1/ A
E
Z
C
S
LO
P E
S
LO
P E
S
LO
P E
S
LO
P E
SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE
SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE
8'-4"220000.B06
S
LO
P E
S
LO
P E
S
LO
P E
S
LO
P E
S
LO
P E
S
LO
P E
S
LO
P E
S
LO
P E
TY
P
1' -4
M8.1
1/16" / 1'-0"
1/16" / 1'-0" 1/16" / 1'-0"
1/
/ 1
'-0
1/
/ 1
'-0
1/16" / 1'-0" 1/16" / 1'-0"
1/
/ 1
'-0
1/
/ 1
'-0
1/16" / 1'-0" 1/16" / 1'-0"
1/
/ 1
'-0
1/
/ 1
'-0
1/16" / 1'-0"
BAY 4 BAY 5 BAY 6 BAY 7
TY
P
1' -7
4.
'-9
'-9
'-9
'-9
2' -1
1" 3'-0" 6'-0"
1' -4
3'-4" 6'-8"
1' -4
1' -4
14'-6" 3'-2 1/2"
1' -4
4 4
CL TRENCH
23'-0"
CL TRENCH
23'-0"
CL TRENCH
21'-0"
CL TRENCH
21'-0"
A1
AE623
TYP
C1
AE522
TYP
A4
AE521
TYP
6 6 6 6
S
LO
P E
S
LO
P E
S
LO
P E
CL TRENCH
21'-0"
CL TRENCH
21'-0" 61 '-1
/2
T
YP
1/
/ 1
'-0
1/
/ 1
'-0
1/
/ 1
'-0
'-1
0"
CL TRENCH
3'-6 1/2"
2 2 2
T
ST
A
E OF F L OR IDA
R
EG ISTERED A R C H IT
E C T
B
IL
Y
K
EIT
H HO
L
LLO
W A Y
AR93022
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
A B C
D
KEYPLAN
E F
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
A
IR
C
R A
FT
M
A
IN
TE
N
A N
C E
H A
N G
A R
V
O
LU
M
E B
A S
E B
ID
W
IT
H
A D
D
IT
IO
N
A L
O P
TI
O
N S
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V A
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
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head &
Supervisory Facility Planner, PWD
Beaufort, SC via email.
CGM
EJA
DSN
CUI
CUI
C U
I
12/15/2022
A ut od es k D oc s:
//2
V
M F
A T
F
M ai nt en an ce
H an ga r/2
F
M ai nt H an ga r.r vt
/4
/2
:4 9:
P
M
As indicated
H A
N G
A R
F
L O
O R
P
LA
N
G R
O U
N D
F L
O O
R
S E
C T
O R
B
AE101ZB
EAD MEC BKH
12871478
A REFER TO SHEET AE001 FOR GENERAL ABBREVIATIONS AND ARCHITECTURAL SYMBOLS.
B REFER TO GC001 FOR LIFE SAFETY CODE SUMMARY AND GC101-GC102 FOR LIFE SAFETY
PLANS.
C REFER TO VOLUME 2B, SHEETS CS103-CS104 FOR CIVIL SITE INFORMATION, LP101-LP104
FOR LANDSCAPE INFORMATION, AND LF101 FOR SITE FURNISHING INFORMATION.
D REFER TO SHEETS AE101-AE105 FOR OVERALL ELEVATION AND BUILDING SECTION
REFERENCES.
E REFER TO AE231AC-AE232F FOR EXTERIOR PRECAST PANEL DIMENSIONAL PLANS.
F REFER TO AE601-AE602 FOR DOOR SCHEDULES. REFER TO AE611 FOR DOOR, DOOR
FRAME, AND WINDOW TYPES. REFER TO AE613 FOR CURTAINWALL / STOREFRONT
ELEVATIONS AND AE614 FOR TRANSLUCENT PANEL AND LOUVER ELEVATIONS.
G REFER TO SHEETS AE801-AE803 FOR PARTITION TYPES. PARTITIONS IN THE
CONTROLLED AREA TO BE R6 UNO. PARTITIONS IN UNCONTROLLED AREAS TO BE M8,
UNO.
H REFER TO SHEET AE821 FOR THROUGH PENETRATION FIRESTOP SYSTEM SCHEDULE
AND TYPICAL RATED PARTITION PENETRATION DETAILS.
I REFER TO SHEETS AF601-AF602 FOR FINISH SCHEDULES AND AF610-AF612 FOR FINISH
IDENTIFICATION SCHEDULES.
J REFER TO SHEETS AF111D-AF112F FOR INTERIOR FINISH PLANS AND SHEETS IN205-206
FOR TOILET ROOM / SHOWER ELEVATIONS.
K REFER TO SHEETS QJ101F3, QJ102D4, QJ102E1, QJ102E3, QJ102F3, AND QJ102F4 FOR
LOCKERS AND TOILET ROOM DIMENSIONS AND ADDITIONAL INFORMATION.
L REFER TO SHEET QJ201 FOR TYPICAL EQUIPMENT MOUNTING HEIGHTS.
M REFER TO SHEETS AE451-AE453 FOR AIR BARRIER DIAGRAMS.
N ARCHITECTURAL EXTERIOR DIMENSIONS ARE TO EXTERIOR FACE OF INSULATED
PRECAST PANEL AND FACE OF METAL STUD, UNO.
O ARCHITECTURAL DIMENSIONS ARE TO COLUMN GRID, FACE OF MASONRY / CONCRETE,
FACE OF METAL STUD, UNO.
P DASHED LINES REPRESENT ITEMS ABOVE.
Q PROVIDE EXTERIOR EXPOSURE CORROSION PROTECTION AND CONTROL IN
ACCORDANCE WITH AN ENVIRONMENTAL SEVERITY CLASSIFICATION (ESC) OF C4 FOR
BUILDING SYSTEMS AND COMPONENTS IN THE FOLLOWING ROOMS: 100 HANGAR, 120
GSE STORAGE, 124 COMPRESS, 135B ELEC, 153 MECH, 153A WATER RM. 154 FP CL, 1S02
STAIR 2, AND 1S03 STAIR 3.
MATERIAL NOTES
220000.B06 EMERGENCY SHOWER/ EYE WASH COMBINATION UNIT
1/8" = 1'-0" A1
FLOOR PLAN - GROUND FLOOR - SECTOR B
1 TRENCH, 48" WIDE. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
2 TRENCH, 24" WIDE. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
3 AIRCRAFT MAINTENANCE CLEARANCE, TYP.
4 FIXED STEEL FRAMING FOR CABLE MANAGEMENT FOR POWER CONVERTER EQUIPMENT
ABOVE. REFER TO DETAIL A3/AE591 FOR ADDITIONAL INFORMATION.
5 DASHED CIRCLE INDICATES CONE OF COVERAGE OF FALL ARREST SYSTEM'S ANCHOR
ABOVE. REFER TO SHEETS AE112A-AE112C FOR FALL ARREST SYSTEM'S RIGID RAIL
LOCATIONS.
6 (2) TRENCH GRATE COVERS, HINGED, NON-GAS LIFT ASSIST, EXTRA-HEAVY DUTY, 24"
LONG. REFER TO SECTION DETAIL C4/AE521.
M
O D
P
/2
M
O D
P
A N
D M
O D
P
/2
PARTITION LEGEND
NON-RATED PARTITION
SMOKE BARRIER
HK
D
HE
HF
HG
HH
HJ
10 11 13
H15 H16 H17 H18 H19 H23
H22H21H20
A1
AE311
AE217
C2
AE215 C1
AE216
A1
30'-0" 30'-0" 30'-0" 27'-11" 11'-6 1/2" 11'-6 1/2" 11'-6 1/2" 11'-6 1/2"
0.
0.
1' -1
1"
'-9
'-9
'-9
'-1
0"
220000.B06
100.6
A3
AE311
A2
AE311
2 2
6.
0.
2 W2 W2 W2
2.
3W2
1C
.1
079500.B01
R E
F . L
IN
E
S E
E A
1/ A
E
Z
B
REF. LINE
SEE A1/AE101F
S
LO
P E
S
LO
P E
S
LO
P E
SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE
SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE
SLOPE
220000.B06
3' -4
8'
-0
034500.A10
1/16" / 1'-0" 1/16" / 1'-0"
1/
/ 1
'-0
1/
/ 1
'-0
S
LO
P E
S
LO
P E
1/16" / 1'-0" 1/16" / 1'-0"
1/
/ 1
'-0
1/
/ 1
'-0
S
LO
P E
S
LO
P E
S
LO
P E
HANGAR
S
LO
P E
2' -1
1"
AE217
C1
AE216A2
AE217
A1
1/16" / 1'-0"
1/
/ 1
'-0
1/
/ 1
'-0
BAY 7 BAY 8 BAY 9
AE501
A1
AE501
A2
4.
'-1
0"
'-9
'-9
'-9
'-9
2'
-1 1"
OPH
3'-0"
1' -4
3'-2 1/4" 9'-3 3/4"
1' -4
" 9 924'-2"
6'-10"
1/
2" 4'
-0
4' -0
4'
-0
4' -0
2'-0"
'-0
4' -0
'-1 0"
2'-0"
A1
AE623
TYP
A4
AE521
TYP
C1
AE521
OPH
TYP
A1
AE521
TYP
C1
AE522
TYP
5' -4
C O
N C
P
AD
7' -2
'-1 0"
C O
N C
P
AD
7' -2
5'
-5
C O
N C
P
AD
7' -2
'-1
C O
N C
P
AD
7' -2
12 12 12
1/
/ 1
'-0
1/
/ 1
'-0
'-1
/2
" T
YP
C L
TR
EN
C H
'-0
/2
CL TRENCH
4'-11 1/4"
T
ST
A
E OF F L OR IDA
R
EG ISTERED A R C H IT
E C T
B
IL
Y
K
EIT
H HO
L
LLO
W A Y
AR93022
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
A B C
D
KEYPLAN
E F
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
A
IR
C
R A
FT
M
A
IN
TE
N
A N
C E
H A
N G
A R
V
O
LU
M
E B
A S
E B
ID
W
IT
H
A D
D
IT
IO
N
A L
O P
TI
O
N S
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V A
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
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head &
Supervisory Facility Planner, PWD
Beaufort, SC via email.
CGM
EJA
DSN
CUI
CUI
C U
I
12/15/2022
A ut od es k D oc s:
//2
V
M F
A T
F
M ai nt en an ce
H an ga r/2
F
M ai nt H an ga r.r vt
/4
/2
:4 9:
P
M
As indicated
H A
N G
A R
F
L O
O R
P
LA
N
G R
O U
N D
F L
O O
R
S E
C T
O R
C
AE101ZC
EAD MEC BKH
12871479
1 TRENCH, 48" WIDE. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
2 TRENCH, 24" WIDE. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
3 MECHANICAL EQUIPMENT AND PAD. REFER TO VOLUME 2B, SHEET MH101C FOR
ADDITIONAL INFORMATION.
4 AIRCRAFT MAINTENANCE CLEARANCE, TYP.
5 WASH FOUNTAIN. REFER TO VOLUME 2B, SHEET PP101C FOR ADDITIONAL INFORMATION.
6 HANGAR DOOR BOTTOM RAIL. REFER TO D1/AE101 FOR RAIL LAYOUT. REFER TO
A1/AE623 FOR BOTTOM RAIL DETAIL.
7 CONCRETE FILLED STEEL PIPE BOLLARDS. REFER TO DETAIL C4/AE591.
8 REFER TO B2/AE403 FOR ENLARGED PLAN AT INSULATED METAL PANEL CONDITION.
9 FIXED STEEL FRAMING FOR CABLE MANAGEMENT FOR POWER CONVERTER EQUIPMENT
ABOVE. REFER TO DETAIL A3/AE591 FOR ADDITIONAL INFORMATION.
11 DASHED CIRCLE INDICATES CONE OF COVERAGE OF FALL ARREST SYSTEM'S ANCHOR
ABOVE. REFER TO SHEETS AE112A-AE112C FOR FALL ARREST SYSTEM'S RIGID RAIL
LOCATIONS.
12 (2) TRENCH GRATE COVERS, HINGED, NON-GAS LIFT ASSIST, EXTRA-HEAVY DUTY, 24"
LONG. REFER TO SECTION DETAIL C4/AE521.
A REFER TO SHEET AE001 FOR GENERAL ABBREVIATIONS AND ARCHITECTURAL SYMBOLS.
B REFER TO GC001 FOR LIFE SAFETY CODE SUMMARY AND GC101-GC102 FOR LIFE SAFETY
PLANS.
C REFER TO VOLUME 2B, SHEETS CS103-CS104 FOR CIVIL SITE INFORMATION, LP101-LP104
FOR LANDSCAPE INFORMATION, AND LF101 FOR SITE FURNISHING INFORMATION.
D REFER TO SHEETS AE101-AE105 FOR OVERALL ELEVATION AND BUILDING SECTION
REFERENCES.
E REFER TO AE231AC-AE232F FOR EXTERIOR PRECAST PANEL DIMENSIONAL PLANS.
F REFER TO AE601-AE602 FOR DOOR SCHEDULES. REFER TO AE611 FOR DOOR, DOOR
FRAME, AND WINDOW TYPES. REFER TO AE613 FOR CURTAINWALL / STOREFRONT
ELEVATIONS AND AE614 FOR TRANSLUCENT PANEL AND LOUVER ELEVATIONS.
G REFER TO SHEETS AE801-AE803 FOR PARTITION TYPES. PARTITIONS IN THE
CONTROLLED AREA TO BE R6 UNO. PARTITIONS IN UNCONTROLLED AREAS TO BE M8,
UNO.
H REFER TO SHEET AE821 FOR THROUGH PENETRATION FIRESTOP SYSTEM SCHEDULE
AND TYPICAL RATED PARTITION PENETRATION DETAILS.
I REFER TO SHEETS AF601-AF602 FOR FINISH SCHEDULES AND AF610-AF612 FOR FINISH
IDENTIFICATION SCHEDULES.
J REFER TO SHEETS AF111D-AF112F FOR INTERIOR FINISH PLANS AND SHEETS IN205-206
FOR TOILET ROOM / SHOWER ELEVATIONS.
K REFER TO SHEETS QJ101F3, QJ102D4, QJ102E1, QJ102E3, QJ102F3, AND QJ102F4 FOR
LOCKERS AND TOILET ROOM DIMENSIONS AND ADDITIONAL INFORMATION.
L REFER TO SHEET QJ201 FOR TYPICAL EQUIPMENT MOUNTING HEIGHTS.
M REFER TO SHEETS AE451-AE453 FOR AIR BARRIER DIAGRAMS.
N ARCHITECTURAL EXTERIOR DIMENSIONS ARE TO EXTERIOR FACE OF INSULATED
PRECAST PANEL AND FACE OF METAL STUD, UNO.
O ARCHITECTURAL DIMENSIONS ARE TO COLUMN GRID, FACE OF MASONRY / CONCRETE,
FACE OF METAL STUD, UNO.
P DASHED LINES REPRESENT ITEMS ABOVE.
Q PROVIDE EXTERIOR EXPOSURE CORROSION PROTECTION AND CONTROL IN
ACCORDANCE WITH AN ENVIRONMENTAL SEVERITY CLASSIFICATION (ESC) OF C4 FOR
BUILDING SYSTEMS AND COMPONENTS IN THE FOLLOWING ROOMS: 100 HANGAR, 120
GSE STORAGE, 124 COMPRESS, 135B ELEC, 153 MECH, 153A WATER RM. 154 FP CL, 1S02
STAIR 2, AND 1S03 STAIR 3.
MATERIAL NOTES
034500.A10 PRECAST CONCRETE INSULATED WALL PANEL
079500.B01 SEISMIC JOINT SYSTEM, WALL
220000.B06 EMERGENCY SHOWER/ EYE WASH COMBINATION UNIT
1/8" = 1'-0" A1
FLOOR PLAN - GROUND FLOOR - SECTOR C
M
O D
P
/2
M
O D
P
A N
D M
O D
P
/2
| ARCHITECTURE |
| AS100X - ARCHITECTURAL SITE PLAN |
| AS100XA - ARCHITECTURAL SITE PLAN - HANGAR AND MECHANICAL YARD |
| AS100XB - ARCHITECTURAL SITE PLAN - PARKING LOT |
| OAS401X - OSF - SHOP ANNEX - MECHANICAL YARD PLAN AND ELEVATIONS |
| PAE104Y - PARKING GARAGE - ROOF PLAN - OVERALL, BID OPTION W/O PV PANELS |
| PAE582Y - PARKING GARAGE - SITE LIGHTING POST DETAILS W/O PV PANELS |
| AE101Z - HANGAR - FLOOR PLAN - GROUND FLOOR - OVERALL |
| AE101ZA - HANGAR - FLOOR PLAN - GROUND FLOOR - SECTOR A |
| AE101ZB - HANGAR - FLOOR PLAN - GROUND FLOOR - SECTOR B |
| AE101ZC - HANGAR - FLOOR PLAN - GROUND FLOOR - SECTOR C |
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File details come from the government source that posted it. Updated .