1363603Amend0006dwg_VOL 3 ARCHITECTURAL.pdf
PDF 1 MB Posted
- Attached to
- P475 Aircraft Maintenance Hangar
- Solicitation number
- N4008526R0148
About this file
These are architectural drawing sheets for the Aircraft Maintenance Hangar – Volume 3 (OSF Option) at Marine Corps Air Station (MCAS) Beaufort, South Carolina. The drawings are prepared by DC Core for the Naval Facilities Engineering Systems Command (NAVFAC) and include wall sections, exterior section details, and roof details for the OSF (Operational Support Facility) Shop Annex component of the project.
The drawings specify construction materials and assemblies including precast concrete insulated wall panels (034500.A10) with 4 inches of rigid insulation achieving R-24 minimum, standing-seam metal roof panels (076115.A01) over 4 inches of polyisocyanurate rigid board insulation (R-24 minimum), open web steel joists, metal stud framing, and steel deck. Wall insulation includes batt insulation (R-13.8) and underslab rigid insulation (R-18) based on 24 inches from perimeter. Roof assemblies incorporate aluminum standing-seam metal roofing panels on glass mat cover board over polyisocyanurate rigid board insulation on metal deck. The drawings detail eave and concealed gutter configurations, roof-to-wall interfaces, precast panel joints with sealant, metal soffit panel systems, and various penetration details. The project establishes ground floor elevation at 0'-0" with architectural dimensions referenced to the exterior face of insulated precast panels and face of metal studs. Drawing revisions through February 6, 2026, reflect modifications to the construction details and material specifications. NAVFAC Drawing Number P-475, Project Number 1363603, Contract Number 12860147-12860161.
View the file
Other files
Show 40 more
Latest 50 of 79 listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
GROUND FLR
0'-0"
N-F
OAE522
B3
076115.P03
033000.B01
T.O. STL
16'-5 1/2"
1/8" / 1'-0"
13'-1"
TOS TUBE
076000.U02
076115.A02
052100.A02
EDGE OF SLAB
1'-6"
033000.J05
11'-9"
T.O. FOOTING
-2'-0"
033000.A14
GROUND FLR
0'-0"
N-E
OAE521
C3
OAE521
B3
033000.B01 033000.B01
076115.A02
053000.A01
076115.P03
033000.V01
1/8" / 1'-0"
051200.B02
TOS BEAM
052100.A02
076115.V04 072200.P02
072200.R02
072200.P02
054000.D03 092900.B03
054000.A02
052100.A02 18'-2 1/2"
T.O. FOOTING
-2'-0"
034500.A10
GROUND FLR
0'-0"
N-C
OAE522
B1
076115.A01
042000.D03
053000.A01
072200.R02
033000.B01
033000.V01
072200.P02
072200.P02 076115.V04
T.O. CMU
24'-8"
T.O. BOND
BEAM
T.O. FOOTING
-2'-0"
2'-3 5/8"
EDGE OF END CLOSURE
4'-6"
052100.A02
20'-8"
053000.A01
072200.P02
072200.R02
072200.P02
076115.V04 076115.A01
T.O. BOND BEAM
052100.A02
2'-3 5/8"
033000.A14
INSULATION SCHEDULE
LOCATION MATERIAL TYPE THICKNESS MIN. R-VALUE
ROOF 072113.R10 RIGID 4" R-24
WALL PRECAST
MFR.
RIGID 4" R-24
WALL 072116.R10 BATT 0' - 3 5/8" R-13.8
UNDERSLAB 072112.R02 RIGID 0' - 3 5/8" R-18
NOTES:
1. THICKNESS VARIES WITH INSULATION TYPE
2. VALUE OF R-6 PER INCH USED FOR CALCULATION OF TOTAL MIN. R VALUE
FOR RIGID INSULATION
3. VALUE OF R-3.8 PER INCH USED FOR CALCULATION OF TOTAL MIN. R VALUE
FOR BATT INSULATION.
4 .CI = CONTINUOUS INSULATION
5. UNDERSLAB INSULATION BASED ON 24" LENGTH FROM PERIMETER.
T
ST
A
E OF F L OR IDA
R
EG I STER E D A R C H IT
E C T
B
IL
Y
K
EIT
H HO
L
LLOW
A Y
AR93022
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
A
IR
C
R A
F T
M A
IN
T
E N
A N
C E
H A
N G
A R
V
O
LU
M E
O S
F O
P T
IO
N
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 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
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
2/ 7/
:3
6:
P M
As indicated
O S
F
S H
O P
A N
N E
X
W A
L L
S E
C T
IO
N
S
OAE311
EAD MCL BKH
12860147
A REFER TO 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 R-VALUE FOR ALL ROOF INSULATION IS TO BE EQUAL TO R-25 MINIMUM CONTINUOUS.
INSULATION FOR DESIGN PURPOSES IS BASED ON 1" POLYISOCYANURATE INSULATION =
R-6.
D SLOPED ROOFING COMPOSITION IS AN ALUMINUM STANDING SEAM METAL ROOFING
PANEL ON 5/8" GLASS MAT COVER BOARD OVER 4" POLYISOCYANURATE RIGID BOARD
INSULATION ON METAL DECK. REFER TO SPECIFICATION SECTION 07 61 15. REFER TO
STRUCTURAL DRAWINGS FOR DECK INFOR
E REFER TO SHEETS OAE541-OAE542 FOR ROOF PENETRATION AND TYPICAL ROOF
DETAILS. COORDINATE ROOF PENETRATIONS WITH PLUMBING AND MECHANICAL
DRAWINGS.
F ARCHITECTURAL PRECAST SANDWICH PANEL COMPOSITION IS (EXTERIOR) 4"
CONCRETE, 4" RIGID INSULATION, (INTERIOR) 4" CONCRETE.
G STEEL EMBEDS ARE TO BE ENGINEERED AND PROVIDED BY PRECAST MANUFACTURER.
COORDINATE WITH PRECAST MANUFACTURER FOR LOCATIONS AND DETAILS.
H REFER TO SHEET OAE111 FOR INTERIOR CEILING CONDITIONS.
I REFER TO VOLUME 1, SHEETS CS104, CG104, AND CG108 FOR CIVIL INFORMATION.
J REFER TO STRUCTURAL DRAWINGS FOR TOP OF STEEL HEIGHTS.
MATERIAL NOTES
033000.A14 GRADE BEAM
033000.B01 CONCRETE SLAB
033000.J05 PREFORMED JOINT FILLER
033000.V01 VAPOR RETARDER
034500.A10 PRECAST CONCRETE INSULATED WALL PANEL
042000.D03 CMU 8"
051200.B02 STEEL WIDE FLANGE COLUMN
052100.A02 OPEN WEB STEEL JOIST
053000.A01 STEEL DECK
054000.A02 METAL CHANNEL
054000.D03 METAL STUD 3 5/8"
072200.P02 GLASS MAT GYPSUM PROTECTION BOARD
072200.R02 ROOF INSULATION BOARD
076000.U02 DOWNSPOUT
076115.A01 STANDING-SEAM METAL ROOF PANEL
076115.A02 STANDING-SEAM METAL ROOF PANEL SYSTEM
076115.P03 METAL SOFFIT PANEL SYSTEM
076115.V04 HIGH TEMPERATURE RESISTANT UNDERLAYMENT
092900.B03 GLASS MAT FACED EXTERIOR GYPSUM SHEATHING 5/8"
1/2" = 1'-0" A1
WALL SECTION
1/2" = 1'-0"
A2
WALL SECTION
1/2" = 1'-0" A3
WALL SECTION
1 POROUS FILL, 4 INCHES.
2 CONCRETE PAVEMENT, 9" THICK, OVER 8" (MIN) AGGREGATE BASE COURSE. REFER TO
VOLUME 1, SHEET CS104, FOR MORE INFORMATION.
3 CONCRETE-FILLED STEEL BOLLARD, IMPACT-RATED. REFER TO DETAIL C4/OAE561.
OAE101A, OAE101B, OAE301 OAE101A, OAE101B, OAE301 OAE101A, OAE101B, OAE301
M
O D
P
/2
M
O D
P
A N
D M
O D
P
/2
B
Y A
M E
N D
M E
N T
2/ 6/
2/7/2026
GROUND FLR
0'-0"
N-A
034500.A10
092200.D02
092900.B01
OAE523
A1
076000.U01
072200.P02
072200.P02
076115.V04
072200.R02
16'-1"
T.O. PRECAST
12'-2 5/8"
B.O. STUD
076000.U02
T.O. STL
16'-5 1/2"
051200.A02
052100.A02
107326.A02 1
OAE521
A1
054000.D03
076115.A01
076115.P03
076115.A01
092900.B03
053000.A01
10'-0"
T.O. FOOTING
-2'-0"
033000.A14
SLOPE
GROUND FLR
0'-0"
N-1
OAE521
C2
034500.A10
076115.A01 076115.V04
072200.R02
053000.A07 072200.P02
072200.P02
VARIES
T.O. STEEL
BEAM
042000.D03
042000.C04
T.O. STL
16'-5 1/2"
OAE631
C3
OAE631
A3
033000.B01
074213.P05
OAE521
A3
T.O. FOOTING
-2'-0"
076115.P03
033000.A14
GROUND FLR
0'-0"
N-5
OAE521
C2
SIM
034500.A10
076115.A01
076115.V04
072200.P02
072200.R02
072200.P02 053000.A07
VARIES
T.O. STEEL
BEAM
T.O. OPENING
16'-3"
OAE621
C2
OAE521
B1
083323.A02
051200.A06
TO STL
T.O. FOOTING
-2'-0"
12'-0"
076115.P03
INSULATION SCHEDULE
LOCATION MATERIAL TYPE THICKNESS MIN. R-VALUE
ROOF 072113.R10 RIGID 4" R-24
WALL PRECAST
MFR.
RIGID 4" R-24
WALL 072116.R10 BATT 0' - 3 5/8" R-13.8
UNDERSLAB 072112.R02 RIGID 0' - 3 5/8" R-18
NOTES:
1. THICKNESS VARIES WITH INSULATION TYPE
2. VALUE OF R-6 PER INCH USED FOR CALCULATION OF TOTAL MIN. R VALUE
FOR RIGID INSULATION
3. VALUE OF R-3.8 PER INCH USED FOR CALCULATION OF TOTAL MIN. R VALUE
FOR BATT INSULATION.
4 .CI = CONTINUOUS INSULATION
5. UNDERSLAB INSULATION BASED ON 24" LENGTH FROM PERIMETER.
T
ST
A
E OF F L OR IDA
R
EG I STER E D A R C H IT
E C T
B
IL
Y
K
EIT
H HO
L
LLOW
A Y
AR93022
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
A
IR
C
R A
F T
M A
IN
T
E N
A N
C E
H A
N G
A R
V
O
LU
M E
O S
F O
P T
IO
N
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/2
F
M ai nt H an ga r_ O
S F
S ho p A nn ex
.rv t
2/ 7/
:3
6:
P M
As indicated
O S
F
S H
O P
A N
N E
X
W A
L L
S E
C T
IO
N
S
OAE312
EAD MCL BKH
12860148
1/2" = 1'-0" A1
WALL SECTION
1/2" = 1'-0"
A2
WALL SECTION
1/2" = 1'-0" A3
WALL SECTION
1 REFER TO SHEET OAE561 FOR CANOPY PLAN AND SECTION DETAIL.
2 CONCRETE-FILLED STEEL BOLLARD, IMPACT-RATED. REFER TO DETAIL C4/OAE561.
3 PRECAST PANEL JOINT, 1 INCH, TYPICAL. REFER TO SHEETS OAE531-OAE532 FOR
TYPICAL PRECAST JOINT DETAILS.
4 BEYOND.
5 CONCRETE SIDEWALK, BEYOND. REFER TO VOLUME 1, SHEET CS104 FOR ADDITIONAL
INFORMATION.
6 POROUS FILL, 4 INCHES.
7 POROUS FILL, 8 INCHES.
8 STANDING SEAM METAL PANEL, VERTICAL INSTALLATION.
A REFER TO 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 R-VALUE FOR ALL ROOF INSULATION IS TO BE EQUAL TO R-25 MINIMUM CONTINUOUS.
INSULATION FOR DESIGN PURPOSES IS BASED ON 1" POLYISOCYANURATE INSULATION =
R-6.
D SLOPED ROOFING COMPOSITION IS AN ALUMINUM STANDING SEAM METAL ROOFING
PANEL ON 5/8" GLASS MAT COVER BOARD OVER 4" POLYISOCYANURATE RIGID BOARD
INSULATION ON METAL DECK. REFER TO SPECIFICATION SECTION 07 61 15. REFER TO
STRUCTURAL DRAWINGS FOR DECK INFOR
E REFER TO SHEETS OAE541-OAE542 FOR ROOF PENETRATION AND TYPICAL ROOF
DETAILS. COORDINATE ROOF PENETRATIONS WITH PLUMBING AND MECHANICAL
DRAWINGS.
F ARCHITECTURAL PRECAST SANDWICH PANEL COMPOSITION IS (EXTERIOR) 4"
CONCRETE, 4" RIGID INSULATION, (INTERIOR) 4" CONCRETE.
G STEEL EMBEDS ARE TO BE ENGINEERED AND PROVIDED BY PRECAST MANUFACTURER.
COORDINATE WITH PRECAST MANUFACTURER FOR LOCATIONS AND DETAILS.
H REFER TO SHEET OAE111 FOR INTERIOR CEILING CONDITIONS.
I REFER TO VOLUME 1, SHEETS CS104, CG104, AND CG108 FOR CIVIL INFORMATION.
J REFER TO STRUCTURAL DRAWINGS FOR TOP OF STEEL HEIGHTS.
MATERIAL NOTES
033000.A14 GRADE BEAM
033000.B01 CONCRETE SLAB
034500.A10 PRECAST CONCRETE INSULATED WALL PANEL
042000.C04 PRECAST CONCRETE COPING
042000.D03 CMU 8"
051200.A02 STEEL WIDE FLANGE BEAM
051200.A06 STEEL TUBE
052100.A02 OPEN WEB STEEL JOIST
053000.A01 STEEL DECK
053000.A07 STEEL ROOF DECK
054000.D03 METAL STUD 3 5/8"
072200.P02 GLASS MAT GYPSUM PROTECTION BOARD
072200.R02 ROOF INSULATION BOARD
074213.P05 TRANSLUCENT PANEL SYSTEM
076000.U01 GUTTER
076000.U02 DOWNSPOUT
076115.A01 STANDING-SEAM METAL ROOF PANEL
076115.P03 METAL SOFFIT PANEL SYSTEM
076115.V04 HIGH TEMPERATURE RESISTANT UNDERLAYMENT
083323.A02 INSULATED OVERHEAD COILING DOOR
092200.D02 METAL STUD 2 1/2"
092900.B01 GYPSUM BOARD, GLASS MAT FACED 5/8"
092900.B03 GLASS MAT FACED EXTERIOR GYPSUM SHEATHING 5/8"
107326.A02 DOOR CANOPY SYSTEM
OAE101B, OAE301 OAE101A, OAE101B, OAE301 OAE101B, OAE301
M
O D
P
/2
M
O D
P
A N
D M
O D
P
/2
B
Y A
M E
N D
M E
N T
2/ 6/
076115.A01
072200.R02
076115.V04
072200.P02
072200.P02
053000.A01
054000.A02
076115.P03
054000.D03
85°
092900.B03
072116.R10
OAE541
C1
T.O. CMU
24'-8"052100.A02
076115.A01
076115.V04 072200.P02 072200.R02 072200.P02
053000.A01
052100.A02
042000.D05
8" M
IN
072726.A01
054000.D03
OAE541
A3
072200.R02
054000.D03
4'-6"
N-F
13'-1"
T.O. STEEL TUBE
BEAM
8"
072200.R02
072200.P02
076115.U02
054000.D03
092900.B03
072726.A01
076115.P03
072726.A01
076115.A01
092900.B03
072726.H01
B.O. SOFFIT
054000.D03
T.O. STL
16'-5 1/2"
051200.A03
OAE542
C3
EDGE OF END PLATE
1'-0 1/2"
053000.A01
072200.R02
076115.A01
076115.V04
2' -1
/8
1'
-1
3/ 8"
3/
8"
3/ 4"
092900.B03
054000.A02
072726.H01
079200.Q01
092900.B03
076115.P03
054000.D03
076115.U10
034500.A03
10"
054000.A02
2"076000.M02
076000.M02
054000.A01
11'-9"
054000.D03
054000.D03
076115.U02
092900.M04 092900.M04
N-A
054000.D03054000.D03
076000.M02
076115.A01 092900.B03
072726.H01 054000.A02
B.O. STUD
034500.A10
074213.P03
079200.Q01
12'-4"
1'-0 5/8" 1'-6"
089100.A01
2" 5 3/4"
OAE631
C4
11'-6"
079200.Q01
092900.M04
T
ST
A
E OF F L OR IDA
R
EG I STER E D A R C H IT
E C T
B
IL
Y
K
EIT
H HO
L
LLOW
A Y
AR93022
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
30"20"10"2"0
1½" = 1'-0" GRAPHIC SCALE
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
F T
M A
IN
T
E N
A N
C E
H A
N G
A R
V
O
LU
M E
O S
F O
P T
IO
N
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/2
F
M ai nt H an ga r_ O
S F
S ho p A nn ex
.rv t
2/ 7/
:3
6:
P M
1 1/2" = 1'-0"
O S
F
S H
O P
A N
N E
X
E X
T E
R
IO
R S
E C
T
IO
N D
E T
A
IL
S
OAE522
EAD MCL BKH
12860155
1 1/2" = 1'-0" B1
SECTION DETAIL
MATERIAL NOTES
034500.A03 PRECAST CONCRETE WALL PANEL
034500.A10 PRECAST CONCRETE INSULATED WALL PANEL
042000.D05 CMU BOND BEAM
051200.A03 STEEL TUBE BEAM
052100.A02 OPEN WEB STEEL JOIST
053000.A01 STEEL DECK
054000.A01 METAL FRAMING
054000.A02 METAL CHANNEL
054000.D03 METAL STUD 3 5/8"
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
072726.H01 MEMBRANE FLASHING STRIP
074213.P03 METAL SOFFIT PANEL SYSTEM
076000.M02 DRIP EDGE
076115.A01 STANDING-SEAM METAL ROOF PANEL
076115.P03 METAL SOFFIT PANEL SYSTEM
076115.U02 DOWNSPOUT
076115.U10 METAL DOWNSPOUT STRAP
076115.V04 HIGH TEMPERATURE RESISTANT UNDERLAYMENT
079200.Q01 JOINT SEALANT
089100.A01 EXTRUDED ALUMINUM WALL LOUVER
092900.B03 GLASS MAT FACED EXTERIOR GYPSUM SHEATHING 5/8"
092900.M04 CORNERBEAD
1 JOIST WITH EXTENDED END. REFER TO DETAIL C2/OSF401.
2 STANDING SEAM METAL PANEL, VERTICAL INSTALLATION.
3 SOFFIT VENT 2" WIDE ALONG EXTENT OF NON-INSULATED EXTERIOR WALL SOFFIT
AREAS.
A REFER TO SHEET OAE001 FOR GENERAL ABBREVIATIONS AND ARCHITECTURAL
SYMBOLS.
B REFER TO VOLUME 1, SHEETS CS014, CG104, AND CG108 FOR CIVIL INFORMATION.
C REFER TO SHEET OAE111 FOR INTERIOR CEILING CONDITIONS.
D REFER TO SHEETS OAE531-OAE532 FOR TYPICAL PRECAST JOINT SEALANT,
REVEAL/JOINT DIMENSIONS, SEALANT WEEP DETAILS. REFER TO SHEET OAE532 FOR
TYPICAL METAL WALL PANEL DETAILS.
E REFER TO SHEETS OAE541-OAE542 FOR ROOF PENETRATION AND TYPICAL ROOF
DETAILS. COORDINATE ROOF PENETRATIONS WITH PLUMBING AND MECHANICAL
DRAWINGS.
F REFER TO SHEETS OAE621 FOR DOOR DETAILS AND SHEET OAE631 FOR LOUVER AND
TRANSLUCENT PANEL DETAILS.
G REFER TO SHEET OAE801 FOR PARTITION TYPES.
H REFER TO SHEET OAE821 FOR THROUGH PENETRATION FIRESTOP SYSTEM SCHEDULE
AND TYPICAL RATED PARTITION PENETRATION DETAILS.
I REFER TO SHEET OAF601 FOR FINISH SCHEDULE AND FINISH IDENTIFICATION.
J ARCHITECTURAL EXTERIOR DIMENSIONS ARE TO EXTERIOR FACE OF INSULATED
PRECAST PANEL AND FACE OF METAL STUD, UNO.
K ARCHITECTURAL DIMENSIONS ARE TO COLUMN GRID, FACE OF MASONRY / CONCRETE,
FACE OF METAL STUD, UNO.
1 1/2" = 1'-0" B3
SECTION DETAIL
1 1/2" = 1'-0" A3
SECTION DETAIL
OAE311OAE311
OAE601
M
O D
P
/2
M
O D
P
A N
D M
O D
P
/2
B
Y A
M E
N D
M E
N T
2/ 6/
N-5
13'-1"
T.O. TUBE STEEL BEAM
1' -4
/8
FACE OF METAL STUD
2'-9"
089100.A01
054000.D03
VARIES
SOFFIT
eEDGE OF END CLOSURE
3'-1 1/4"
OAE541
A2
Sim
SIM
OPH OAE533
B3
OAE533
A3
VARIES
TO STL
BEAM
1'-3"
12'-0"
T.O. OPENING
N-A
054000.D03
076000.M02
079200.Q01
072726.H01
B.O. STUD
074213.P03
EDGE OF END CLOSURE
1'-6"
16'-1"
T.O. PRECAST
034500.A10
072200.P02
072200.P02
076000.U02
SLOPE
076115.A01
092900.B03
054000.A02
1' -9
/8
2'
-5
/8
053000.A01
076115.V04
076115.A01
072200.R02
T.O. STL
16'-5 1/2"
OAE542
A2
076115.U10
051200.A02
2'-8 1/2"
1'-6"
12'-1 5/8"
052100.A02
051200.E02
092900.M04
T
ST
A
E OF F L OR IDA
R
EG I STER E D A R C H IT
E C T
B
IL
Y
K
EIT
H HO
L
LLOW
A Y
AR93022
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
30"20"10"2"0
1½" = 1'-0" GRAPHIC SCALE
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
F T
M A
IN
T
E N
A N
C E
H A
N G
A R
V
O
LU
M E
O S
F O
P T
IO
N
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/2
F
M ai nt H an ga r_ O
S F
S ho p A nn ex
.rv t
2/ 7/
:3
6:
P M
1 1/2" = 1'-0"
O S
F
S H
O P
A N
N E
X
E X
T E
R
IO
R S
E C
T
IO
N D
E T
A
IL
S
OAE523
EAD MCL BKH
12860156
1 1/2" = 1'-0"
A3
SECTION DETAIL
MATERIAL NOTES
034500.A10 PRECAST CONCRETE INSULATED WALL PANEL
051200.A02 STEEL WIDE FLANGE BEAM
051200.E02 STEEL PLATE
052100.A02 OPEN WEB STEEL JOIST
053000.A01 STEEL DECK
054000.A02 METAL CHANNEL
054000.D03 METAL STUD 3 5/8"
072200.P02 GLASS MAT GYPSUM PROTECTION BOARD
072200.R02 ROOF INSULATION BOARD
072726.H01 MEMBRANE FLASHING STRIP
074213.P03 METAL SOFFIT PANEL SYSTEM
076000.M02 DRIP EDGE
076000.U02 DOWNSPOUT
076115.A01 STANDING-SEAM METAL ROOF PANEL
076115.U10 METAL DOWNSPOUT STRAP
076115.V04 HIGH TEMPERATURE RESISTANT UNDERLAYMENT
079200.Q01 JOINT SEALANT
089100.A01 EXTRUDED ALUMINUM WALL LOUVER
092900.B03 GLASS MAT FACED EXTERIOR GYPSUM SHEATHING 5/8"
092900.M04 CORNERBEAD
1 STANDING SEAM METAL PANEL, VERTICAL INSTALLATION.
2 "TEE" SHAPED STEEL PLATE. REFER TO DETAIL C2/OSF504.
3 ALUMINUM SLEEVE - BY LOUVER MFR.
1 1/2" = 1'-0" A1
SECTION DETAIL
A REFER TO SHEET OAE001 FOR GENERAL ABBREVIATIONS AND ARCHITECTURAL
SYMBOLS.
B REFER TO VOLUME 1, SHEETS CS014, CG104, AND CG108 FOR CIVIL INFORMATION.
C REFER TO SHEET OAE111 FOR INTERIOR CEILING CONDITIONS.
D REFER TO SHEETS OAE531-OAE532 FOR TYPICAL PRECAST JOINT SEALANT,
REVEAL/JOINT DIMENSIONS, SEALANT WEEP DETAILS. REFER TO SHEET OAE532 FOR
TYPICAL METAL WALL PANEL DETAILS.
E REFER TO SHEETS OAE541-OAE542 FOR ROOF PENETRATION AND TYPICAL ROOF
DETAILS. COORDINATE ROOF PENETRATIONS WITH PLUMBING AND MECHANICAL
DRAWINGS.
F REFER TO SHEETS OAE621 FOR DOOR DETAILS AND SHEET OAE631 FOR LOUVER AND
TRANSLUCENT PANEL DETAILS.
G REFER TO SHEET OAE801 FOR PARTITION TYPES.
H REFER TO SHEET OAE821 FOR THROUGH PENETRATION FIRESTOP SYSTEM SCHEDULE
AND TYPICAL RATED PARTITION PENETRATION DETAILS.
I REFER TO SHEET OAF601 FOR FINISH SCHEDULE AND FINISH IDENTIFICATION.
J ARCHITECTURAL EXTERIOR DIMENSIONS ARE TO EXTERIOR FACE OF INSULATED
PRECAST PANEL AND FACE OF METAL STUD, UNO.
K ARCHITECTURAL DIMENSIONS ARE TO COLUMN GRID, FACE OF MASONRY / CONCRETE,
FACE OF METAL STUD, UNO.
OAE312 OAE101B, OAE201, OAE313, OAE502
M
O D
P
/2
M
O D
P
A N
D M
O D
P
/2
B
Y A
M E
N D
M E
N T
2/ 6/
N-F
T.O. STL
16'-5 1/2"
076115.A01
076115.V04
072200.P02
072200.R02
072200.P02
053000.A01
055013.F01
076115.V04 076115.V04
079200.Q01
054000.D03
054000.A01
092900.B03
053000.E03
076115.M02
076115.U01
076115.U02
076115.V04
EDGE OF END PLATE
1'-0 1/2"
EDGE OF STANDING SEAM METAL ROOF
2'-7 1/8"
1'-6 5/8"
051200.A02
052100.A02
054000.D03
054000.D03
092900.B03
092900.B03 076115.V04
076115.A01
054000.C01
054000.D03 4 4
SLOPE
11"4
076115.A014
17'-4 1/2"
N-A
SLOPE
076115.A01
076115.V04
072200.P02
072200.R02
055013.F01
054000.D03
054000.A01
076115.V04
072116.R10
092900.B01
054000.D03
034500.A10
092900.B03 072113.R01
076115.M02
2076115.A01
EDGE OF END CLOSURE
1'-5 3/4"
EDGE OF STANDING SEAM METAL ROOF
3'-0 1/2"
1'-6 3/4"
053000.E03
072200.P02
072200.P02
053000.A01
052100.A02
072200.P02
079200.Q02
051200.A02
1" 2"
1"
076115.V04
054000.C01
2"
072726.A01
9"
076115.U01
17'-4 1/2"
T.O. PRECAST WALL
16'-1"
T
ST
A
E OF F L OR IDA
R
EG I STER E D A R C H IT
E C T
B
IL
Y
K
EIT
H HO
L
LLOW
A Y
AR93022
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
15"10"5"1"
3" = 1'-0" GRAPHIC SCALE
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
F T
M A
IN
T
E N
A N
C E
H A
N G
A R
V
O
LU
M E
O S
F O
P T
IO
N
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/2
F
M ai nt H an ga r_ O
S F
S ho p A nn ex
.rv t
2/ 7/
:3
6:
P M
3" = 1'-0"
R O
O F
D E
T A
IL
S
S
T A
N D
IN
G
S E
A M
OAE542
EAD MEC BKH
12860161
3" = 1'-0" C3
EAVE / CONCEALED GUTTER DETAIL
3" = 1'-0" A2
EAVE / CONCEALED GUTTER DETAIL
MATERIAL NOTES
034500.A10 PRECAST CONCRETE INSULATED WALL PANEL
051200.A02 STEEL WIDE FLANGE BEAM
052100.A02 OPEN WEB STEEL JOIST
053000.A01 STEEL DECK
053000.E03 END CLOSURE
054000.A01 METAL FRAMING
054000.C01 METAL STUD RUNNER TRACK
054000.D03 METAL STUD 3 5/8"
055013.F01 STEEL FASTENER
072113.R01 BOARD 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.M02 DRIP EDGE
076115.U01 GUTTER
076115.U02 DOWNSPOUT
076115.V04 HIGH TEMPERATURE RESISTANT UNDERLAYMENT
079200.Q01 JOINT SEALANT
079200.Q02 BACKSTOP AND SEALANT
092900.B01 GYPSUM BOARD, GLASS MAT FACED 5/8"
092900.B03 GLASS MAT FACED EXTERIOR GYPSUM SHEATHING 5/8"
A REFER TO SHEET OAE001 FOR GENERAL ABBREVIATIONS AND ARCHITECTURAL
SYMBOLS.
B R-VALUE FOR ALL ROOF INSULATION IS TO BE EQUAL TO R-25 MINIMUM CONTINUOUS.
INSULATION FOR DESIGN PURPOSES IS BASED ON 1" POLYISOCYANURATE INSULATION =
R-6.
C SLOPED ROOFING COMPOSITION IS AN ALUMINUM STANDING SEAM METAL ROOFING
PANEL ON 5/8" GLASS MAT COVER BOARD OVER 4" POLYISOCYANURATE RIGID BOARD
INSULATION ON METAL DECK. REFER TO SPECIFICATION SECTION 07 61 15. REFER TO
STRUCTURAL DRAWINGS FOR DECK INFOR
D REFER TO STRUCTURAL DRAWINGS FOR TOP OF STEEL HEIGHTS.
E ARCHITECTURAL EXTERIOR DIMENSIONS ARE TO EXTERIOR FACE OF INSULATED
PRECAST PANEL AND FACE OF METAL STUD, UNO.
OAE522
OAE523
1 METAL CAP AND DRIP - COLOR TO MATCH STANDING SEAM
METAL ROOF.
2 STANDING SEAM METAL PANEL, VERTICAL INSTALLATION.
3 GUTTER SIZE 10" DEPTH x 9" WIDE
M
O D
P
/2
M
O D
P
A N
D M
O D
P
/2
B
Y A
M E
N D
M E
N T
2/ 6/
| Sheets |
| OAE311 - OSF / SHOP ANNEX - WALL SECTIONS |
| OAE312 - OSF / SHOP ANNEX - WALL SECTIONS |
| OAE522 - OSF / SHOP ANNEX - EXTERIOR SECTION DETAILS |
| OAE523 - OSF / SHOP ANNEX - EXTERIOR SECTION DETAILS |
| OAE542 - ROOF DETAILS - STANDING SEAM |
| 2026-02-12T10:23:34-0500 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
2026-02-12T10:18:21-0500
| 2026-02-12T10:23:45-0500 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
2026-02-12T10:24:16-0500
| 2026-02-12T10:23:38-0500 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2026-02-12T10:23:36-0500 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
2026-02-12T10:18:30-0500
2026-02-12T10:18:34-0500
2026-02-12T10:18:35-0500
2026-02-12T10:18:37-0500
File details come from the government source that posted it. Updated .