EXHIBIT G - P683 - Engine-Drawings-VOL2c.pdf
PDF 21 MB Posted
- Solicitation number
- N6945026R0005
About this file
This is a comprehensive design drawing set for the P683 Aircraft Engine Repair Facility at Naval Air Station Jacksonville, Florida, specifically showing architectural details, finishes, and specifications for the approximately 300,000 gross-square-foot facility. The drawings document the final design submittal dated December 19, 2025, and include exterior plan details, interior section details, ceiling systems, door and window schedules, curtain wall assemblies, demountable partition details, louver specifications, casework and locker installations, air barrier systems, and complete interior finish plans with material and color schedules for both the first and second floors.
The documentation specifies construction materials and assemblies including precast concrete panels (R-value 5.7), metal composite material (MCM) rainscreen systems with fluid-applied vapor permeable air barriers, modified bitumen roof systems, metal stud framing with gypsum board finishes, porcelain tile flooring in various colors and patterns, carpet tile installations, solid surface countertops and shower enclosures, specialty paint systems (low or no VOC), stainless steel hardware and trim, acoustic ceiling panels, demountable partition systems with tempered glass glazing, wire mesh security storage caging, and ABA-compliant fixtures including accessible showers and vanities. Interior finishes are color-coordinated with specified paint products from Sherwin Williams and PPG Industries, carpet patterns from manufacturers like J&J Flooring and Mannington, tile selections from Crossville and Daltile, and specialty fixtures from manufacturers including Corian (solid surface), Roppe (rubber and flooring), and Scranton (lockers). The air barrier system is designed for a 0.25 CFM/square foot leakage rate across approximately 70,768 total square feet of building envelope, with four testing zones identified for verification. Door schedules specify approximately 150+ doors with detailed requirements for fire ratings, acoustic performance, security features, and hardware configurations appropriate for a high-security military facility manufacturing engine components.
View the file
Other files
Show 40 more
50 files 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
0.1
L.8
CONTINUOUS ALUMINUM EXTRUSION
METAL COMPOSITE MATERIAL (MCM)
RAINSCREEN SYSTEM
3 5/8" METAL STUD
5/8" EXTERIOR SHEATHING
STEEL COLUMN,
SEE S-SERIES
KNOX BOX LOCATION,
COORDINATE FINAL LOCATION
WITH AHJ
E Q
E Q
EQEQ
2'
2' - 0"
FLUID APPLIED VAPOR
PERMEABLE AIR BARRIER
4"X4" HEAVY GAUGE METAL
DOWNSPOUT
CONCRETE SPLASH BLOCK
4"X4" HEAVY GAUGE OVERFLOW
DOWNSPOUT REFER TO A-5216 /
REFER TO A-5217 /
CONTINUOUS ALUMINUM EXTRUSION
METAL COMPOSITE MATERIAL (MCM)
RAINSCREEN SYSTEM
3 5/8" METAL STUD
5/8" EXTERIOR SHEATHING
STEEL COLUMN, SEE S-SERIES
FLUID APPLIED VAPOR
PERMEABLE AIR BARRIER
N
METAL COMPOSITE MATERIAL (MCM)
RAINSCREEN SYSTEM
FLUID APPLIED VAPOR
PERMEABLE AIR BARRIER
5/8" EXTERIOR SHEATHING
STEEL COLUMN,
SEE S-SERIES
6" METAL STUD WITH R-13 BATT
INSULATION
5/8" GYPSUM BOARD
GYPSUM BOARD METAL
CORNER BEAD, TYP.
CURTAIN WALL SYSTEM;
PER MANUF DETAILS
BACKER ROD AND SEALANT
CONTINUOUS BOTH SIDES, TYP.
A-526
3B0.1 3B0.3
3/ 8" 7/ 8"
4" 1' -1 1"
AG200
BREAK ROOM
N
1' -2 /2
4 7/8"
1/ 4"
7/ 8"
ONE HOUR RATED PARTITION,
SEE PLAN FOR PARTITION TYPE
5/8" GYPSUM BOARD
SEE EXTERIOR DETAILS FOR
WALL ASSEMBLY
STEEL COLUMN,
SEE S-SERIES
3-5/8" METAL STUD WALL
8" METAL STUD WALL
6" METAL STUD WALL
A100
SECURITY
AST100
STAIR 1
4"
2' -0
5/8" 8" 5/8"
5/ 8"
8"
5/ 8"3 1/ 2"
FIRE
RATED
CONTINUE GYPSUM BOARD
TYPE X ON THE BACK OF THE
STUD TO MAINTAIN A ONE-HOUR
FIRE-RATED WALL
N
A-502
A-624
METAL COMPOSITE MATERIAL
(MCM) RAINSCREEN SYSTEM
FLUID APPLIED VAPOR
PERMEABLE AIR BARRIER
5/8" EXTERIOR SHEATHING
RIGID INSULATION -
MIN R-3.8
CONTINUOUS ALUMINUM EXTRUSION
STEEL COLUMN,
SEE S-SERIES
6" METAL STUD WITH
R-13 BATT INSULATION
DOOR AS SCHEDULED
5/8" GYPSUM BOARD
PLUMBING FIXTURE,
SEE P-SERIES
EXTERIOR CORRUGATED
ACCENT PANEL
VERTICAL LINEAR LIGHT,
SEE E-SERIES
BACKER ROD AND
SEALANT BOTH SIDES
ANNUNCIATOR PANEL,
SEE E-SERIES
CURTAIN WALL SYSTEM;
PER MANUF DETAILS
3'-6"
3" 1' -8
4"
3A0.6
1A0.6
3B0.3
ABA-COMPLIANT
THRESHOLD
4"0' 8" 1'-4"
SCALE: 1 1/2" = 1'-0"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y 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
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
S O
U T
H E
A S
T N
A V
A L A
IR
S
T A
T
IO
N
J A
C K
S O
N V
IL
L E
F
L
AS NOTED
MOON TOWNSHIP, PA 15108
100 AIRSIDE DRIVE
GRAPHIC SCALE(S)
JOSEPH HIGGINS
DOMINIC DRDLA
SCOTT WALDROFF
JEREMY DeRYK
/1 /2
:4
:5
P M
P
-E n g in e -2
-A d e ta c h e d
.r v t
A-531
P -6
E
N G
IN
E
R E
P A
IR
F
A C
IL
IT
Y
E X
T E
R
IO
R P
L A
N D
E T
A
IL
S
PJD
15216268
RMS MGH
1817922
N A
S J
A C
K S
O N
V
IL
L E
F
L N
A V
F A
C S
E
S O
U T
H E
A S
T
A -5
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
SCALE: 1 1/2" = 1'-0" (A-431)
EXTERIOR PLAN DETAIL
SCALE: 1 1/2" = 1'-0" (A-432)
EXTERIOR PLAN DETAIL
SCALE: 1 1/2" = 1'-0" (A-452)
EXTERIOR PLAN DETAIL
SCALE: 1 1/2" = 1'-0"
EXTERIOR PLAN DETAIL
SCALE: 1" = 1'-0" (A-101)
EXTERIOR PLAN DETAIL
M A
R K
D E
S C
R
IP
TI
O
N D
A T
E
FLOOR STRUCTURE
RE: STRUCTURAL
TILE GROUT, SEE
I-SERIES FOR TYPE AND
COLOR
1/2" CEMENT BACKER
BOARD
REFER TO PLANS
FOR EXACT
PARTITION TYPE
TILE, SEE I-SERIES FOR
TYPE, FINISH AND COLOR
CEMENTITIOUS WATERPROOF
SYSTEM MEMBRANES OVER THE
SLAB IN THE RESTROOM AREA
TILE WALL AND TILE FLOOR
TRANSITION; SEE I-SERIES
8"
TILE GROUT, SEE I-SERIES
FOR TYPE, FINISH AND COLOR
FLOOR STRUCTURE
RE: STRUCTURAL
TILE, SEE I-SERIES FOR TYPE,
FINISH AND COLOR
1"
-CEMENTITIOUS WATERPROOF SYSTEM
MEMBRANES OVER THE SLAB IN THE
RESTROOM AREA (UNDER TILES)
-EXTEND THE WATERPROOFING OVER THE
WALL SURFACE BY MIN. 8"
-LAY THE COAT 4 INCH INSIDE THE HOLES
AROUND DRAIN PIPE HOLE
TILE GROUT
FIRST FLOOR
0"
RECESSED ENTRY MAT
SEE I-SERIES
CONCRETE SLAB
ON GRADE
SEE S-SERIES
ALUMINUM
GLAZING DOOR,
SEE SCHEDULE
THRESHOLD SET IN BUTYL
LATEX SCREED
3/ 4"
MECHANICAL FLOOR
22'-0"
CONTINUOUS FIRESTOP SEALANT
W/ EXTRA LAYER LAP AROUND
CLIP ANCHOR WHERE OCCURS
CURTAIN WALL CLIP ANCHOR
EMBEDDED ANCHOR CHANNEL
AND FASTENER
SLAB EDGE POUR STOP
STRUCTURAL BEAM,
SEE S-SERIES
MINERAL WOOL INSULATION
CURTAIN WALL CLIP SYSTEM
AFFIXED TO THE VERTICAL
MULLIONS
ALUM. PANEL MATCH WITH
CURTAIN WALL SYSTEM IN THE
BACK OF SPANDREL GLASS
CONCRETE ON METAL DECK,
SEE S-SERIES
CURTAIN WALL SYSTEM,
SEE SCHEDULE
6"
3"
MECHANICAL FLOOR
22'-0"
SLAB EDGE POUR
STOP
STRUCTURAL BEAM,
SEE S-SERIES
SPRAY POLYURETHANE
FOAM INSULATION WITH
INTUMESCENT THERMAL
BARRIER
CONCRETE ON METAL DECK,
SEE S-SERIES
MCM CLADDING
SYSTEM
GYPSUM WALL BOARD
6" METAL STUD
4"0' 8" 1'-4"
SCALE: 1 1/2" = 1'-0"
0' 6"3" 9"
SCALE: 3" = 1'-0"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y 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
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
S O
U T
H E
A S
T N
A V
A L A
IR
S
T A
T
IO
N
J A
C K
S O
N V
IL
L E
F
L
AS NOTED
MOON TOWNSHIP, PA 15108
100 AIRSIDE DRIVE
GRAPHIC SCALE(S)
JOSEPH HIGGINS
DOMINIC DRDLA
SCOTT WALDROFF
JEREMY DeRYK
/1 /2
:4
:0
P M
P
-E n g in e -2
-A d e ta c h e d
.r v t
A-532
P -6
E
N G
IN
E
R E
P A
IR
F
A C
IL
IT
Y
IN
T
E R
IO
R
S E
C T
IO
N
D E
T A
IL
S
PJD
15216269
RMS MGH
1817922
N A
S J
A C
K S
O N
V
IL
L E
F
L N
A V
F A
C S
E
S O
U T
H E
A S
T
A -5
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
SCALE: 3" = 1'-0"
SECTION - TILE AT WALL BASE (METAL STUD)
SCALE: 3" = 1'-0"
SECTION - FLOOR TILE (TYPICAL)
SCALE: 3" = 1'-0" (A-503)
SECTION - ENTRY MAT (RECESSED)
SCALE: 1 1/2" = 1'-0" (A-121)
WALL SECTION DETAIL
SCALE: 1 1/2" = 1'-0" (A-453)
WALL SECTION DETAIL
M A
R K
D E
S C
R
IP
TI
O
N D
A
J
CMU WALL, REFER TO PLAN
STC RATED METAL STUD
WALL, REFER TO PLAN
SOUND BATT INSULATION
2 1/2" STUD WALL
GYPSUM BOARD METAL
CORNER BEAD, TYP.
STEEL COLUMN,
SEE S-SERIES
5/8" GYPSUM BOARD
EQ EQ
/4
/4
1'-0"
'-2
L
5 1/2" 6 1/2"
1'-0"
E Q
E Q
'-4 /2
GYPSUM BOARD METAL
CORNER BEAD, TYP.
5/8" GYPSUM BOARD
STEEL COLUMN, SEE
S-SERIES
FURRING CHANNEL
6" METAL STUD
SEE EXTERIOR DETAILS
FOR WALL ASSEMBLY
5/8" GYPSUM BOARD
# L
/4
/4
'-4 /2
5 3/4" 9 1/4"
GYPSUM BOARD METAL
CORNER BEAD, TYP.
5/8" GYPSUM BOARD
STEEL COLUMN,
SEE S-SERIES
2 1/2" METAL STUD
RETURN TRIM
FIRE EXTINGUISHER
CABINET DOOR, SEE
MANUFACTURER DETAILS
RETAINING SCREWS
MOUNTING SCREWS
EXTERIOR TUB, SEE
MANUFACTURER DETAILS
1'-3"
3 5/8" METAL STUD
L
10 5/8"
'-4 /2
/4
/4
GYPSUM BOARD METAL
CORNER BEAD, TYP.
5/8" GYPSUM BOARD
STEEL COLUMN,
SEE S-SERIES
2 1/2" METAL STUD
6" METAL STUD
5/8" GYPSUM BOARD
L
GYPSUM BOARD
METAL CORNER
BEAD, TYP.
5/8" GYPSUM
BOARD
STEEL COLUMN,
SEE S-SERIES
2 1/2" METAL STUD
5/8" GYPSUM
BOARD
'-4 /2
E Q
E Q
1'-0"
6" 6"
K
1' - 0"
E Q
E Q
EQ EQ
GYPSUM BOARD
METAL CORNER
BEAD, TYP.
5/8" GYPSUM
BOARD
STEEL COLUMN,
SEE S-SERIES
2 1/2" METAL STUD
5/8" GYPSUM
BOARD
K
STEEL COLUMN,
SEE S-SERIES
5/8" GYPSUM BOARD
STC RATED METAL STUD
WALL, REFER TO PLAN
SOUND BATT INSULATION
GYPSUM BOARD METAL
CORNER BEAD, TYP.
EQ EQ
1'-0"
A109
EXEC OFFICE
A117
TEAM
A116
SHARED SUPERVISOR
1A0.6d 3B0.2a
1A0.6d
3B0.2
K
A101
QA
2 1/2" METAL STUD
1' - 0"
5 1/2" 6 1/2"
/4
2 1/2" METAL STUD
6" METAL STUD
FURRING CHANNEL
GYPSUM BOARD
METAL CORNER
BEAD
K
/2
/2
GYPSUM BOARD METAL
CORNER BEAD, TYP.
5/8" GYPSUM BOARD
STEEL COLUMN,
SEE S-SERIES
2 1/2" METAL STUD
RETURN TRIM
FIRE EXTINGUISHER
CABINET DOOR, SEE
MANUFACTURER DETAILS
RETAINING SCREWS
MOUNTING SCREWS
EXTERIOR TUB, SEE
MANUFACTURER DETAILS
3 5/8" METAL STUD
4"0' 8" 1'-4"
SCALE: 1 1/2" = 1'-0"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y 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
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
S O
U T
H E
A S
T N
A V
A L A
IR
S
T A
T
IO
N
J A
C K
S O
N V
IL
L E
F
L
AS NOTED
MOON TOWNSHIP, PA 15108
100 AIRSIDE DRIVE
GRAPHIC SCALE(S)
JOSEPH HIGGINS
DOMINIC DRDLA
SCOTT WALDROFF
JEREMY DeRYK
/1 /2
:4
:3
P M
P
-E n g in e -2
-A d e ta c h e d
.r v t
A-533
P -6
E
N G
IN
E
R E
P A
IR
F
A C
IL
IT
Y
IN
T
E R
IO
R
P L A
N D
E T
A
IL
S
PJD
15216270
RMS MGH
1817922
N A
S J
A C
K S
O N
V
IL
L E
F
L N
A V
F A
C S
E
S O
U T
H E
A S
T
A -5
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
SCALE: 1 1/2" = 1'-0" (A-101)
PLAN DETAIL
SCALE: 1 1/2" = 1'-0" (A-101)
PLAN DETAIL
SCALE: 1 1/2" = 1'-0" (A-101)
PLAN DETAIL
SCALE: 1 1/2" = 1'-0" (A-102)
PLAN DETAIL
SCALE: 1 1/2" = 1'-0" (A-101)
PLAN DETAIL
SCALE: 1 1/2" = 1'-0" (A-102)
PLAN DETAIL
SCALE: 1 1/2" = 1'-0" (A-102)
PLAN DETAIL
SEE EXTERIOR DETAILS
FOR WALL ASSEMBLY
M A
R K
D E
S C
R
IP
TI
O
N D
A T
E
SCALE: 1 1/2" = 1'-0"
PLAN DETAIL
SCALE: 1 1/2" = 1'-0" (A-101)
PLAN DETAIL
M
1.1
'-6
1'-7"
/4
6 1/2"
5/8" GYPSUM
BOARD
6" METAL STUD
SEE EXTERIOR DETAILS
FOR WALL ASSEMBLY
5/8" GYPSUM BOARD
2 1/2" METAL STUD
GYPSUM BOARD METAL
CORNER BEAD, TYP.
LIGHTING FIXTURE,
SEE E-SERIES
TUB
RETURN TRIM
FIRE EXTINGUISHER
CABINET DOOR, SEE
MANUFACTURER
DETAILS
RETAINING
SCREWS
MOUNTING
SCREWS
EXTERIOR TUB AND
INSULATION, SEE
MANUFACTURER DETAILS
5/8" GYPSUM BOARD
REFER F-SERIES FOR
FIRE ALARM AND
CONTROL UNIT
G
E Q
E Q
'-8
1'-5 5/8"
GYPSUM BOARD METAL
CORNER BEAD, TYP.
5/8" GYPSUM BOARD
STEEL COLUMN,
SEE S-SERIES
6" METAL STUD
5/8" GYPSUM BOARD
1 5/8" METAL STUD ON
FACE OF FLANGE
5/8" GYPSUM BOARD
2 1/2" METAL STUD
G
BACKER BOARD
1 5/8" METAL STUD
STEEL COLUMN,
SEE S-SERIES
TILE, SEE I-SERIES FOR
TYPE, FINISH AND
COLOR
TILE EDGING,
SEE I-SERIES BOND COAT
TILE GROUT, SEE I-SERIES
FOR TYPE, FINISH AND
COLOR
EQ EQ
1'-5"
E Q
E Q
'-9
2 1/2" METAL STUD
G
STEEL COLUMN,
SEE S-SERIES
3 5/8" METAL STUD
TILE, SEE I-SERIES
FOR TYPE, FINISH
AND COLOR
COUNTER, SEE
I-SERIES FOR FINISH
AND COLOR
'-2 /4
'-5 /2
'-8 /4
11 1/2" 1'-2 1/2"
2'-2"
4'-7"
4"0' 8" 1'-4"
SCALE: 1 1/2" = 1'-0"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y 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
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
S O
U T
H E
A S
T N
A V
A L A
IR
S
T A
T
IO
N
J A
C K
S O
N V
IL
L E
F
L
AS NOTED
MOON TOWNSHIP, PA 15108
100 AIRSIDE DRIVE
GRAPHIC SCALE(S)
JOSEPH HIGGINS
DOMINIC DRDLA
SCOTT WALDROFF
JEREMY DeRYK
/1 /2
:4
:5
P M
P
-E n g in e -2
-A d e ta c h e d
.r v t
A-534
P -6
E
N G
IN
E
R E
P A
IR
F
A C
IL
IT
Y
IN
T
E R
IO
R
P L A
N D
E T
A
IL
S
PJD
15216271
RMS MGH
1817922
N A
S J
A C
K S
O N
V
IL
L E
F
L N
A V
F A
C S
E
S O
U T
H E
A S
T
A -5
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
SCALE: 1 1/2" = 1'-0" (A-431)
DETAIL - LOBBY
SCALE: 1 1/2" = 1'-0" (A-107)
COLUMN DETAIL
SCALE: 1 1/2" = 1'-0" (A-101)
COLUMN DETAIL
SCALE: 1 1/2" = 1'-0" (A-421)
COLUMN DETAIL
SEE EXTERIOR DETAILS
FOR WALL ASSEMBLY
M A
R K
D E
S C
R
IP
TI
O
N D
A
GYPSUM BOARD METAL
CORNER BEAD, TYP.
5/8" GYPSUM BOARD
2 1/2" METAL STUD
6" METAL STUD
N
/4
/2
8" 1'-0"
5/8" GYPSUM BOARD
1'-8"
1 5/8" METAL STUD
M
10" 10"
/2
GYPSUM BOARD
METAL CORNER
BEAD, TYP.
5/8" GYPSUM BOARD
STEEL COLUMN,
SEE S-SERIES
3 5/8" METAL STUD
TUB
/2
"RETURN TRIM
FIRE EXTINGUISHER
CABINET DOOR, SEE
MANUFACTURER
DETAILS
RETAINING
SCREWS
MOUNTING
SCREWS
EXTERIOR TUB AND
INSULATION, SEE
MANUFACTURER DETAILS
5/8" GYPSUM
BOARD
'-3 /2
1'-8"
N
EQ EQ
1'-0"
/4
/4
'-1 /2
GYPSUM BOARD METAL
CORNER BEAD, TYP.
5/8" GYPSUM BOARD
STEEL COLUMN,
SEE S-SERIES
2 1/2" METAL STUD
6" METAL STUD
SEE EXTERIOR DETAILS
FOR WALL ASSEMBLY
5/8" GYPSUM BOARD
AIR BARRIER
M
EQ EQ
1'-8"
/2
'-3 /2
GYPSUM BOARD
METAL CORNER
BEAD, TYP.
5/8" GYPSUM
BOARD
STEEL COLUMN,
SEE S-SERIES
3 5/8" METAL STUD
5/8" GYPSUM
BOARD
M
1'-4" 8"
2'-0"
GYPSUM BOARD
METAL CORNER
BEAD, TYP.
STEEL COLUMN,
SEE S-SERIES
3 5/8" METAL STUD
TUB
RETURN TRIM
FIRE EXTINGUISHER
CABINET DOOR, SEE
MANUFACTURER
DETAILS
RETAINING SCREWS
MOUNTING SCREWS
EXTERIOR TUB AND
INSULATION, SEE
MANUFACTURER DETAILS
5/8" GYPSUM BOARD
FIRE RATED METAL
SHAFT WALL,
REFER TO PLAN
AG200
BREAK ROOM
AC200
CORRIDOR
1'-4"
N
2 1/2" STUD WALL
GYPSUM BOARD METAL
CORNER BEAD, TYP.
STEEL COLUMN,
SEE S-SERIES
5/8" GYPSUM BOARD
/4
/4
'-0
1'-5"
11" 6" FURRING CHANNEL
1A0.6e 8B0.1
3B0.2
4"0' 8" 1'-4"
SCALE: 1 1/2" = 1'-0"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y 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
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
S O
U T
H E
A S
T N
A V
A L A
IR
S
T A
T
IO
N
J A
C K
S O
N V
IL
L E
F
L
AS NOTED
MOON TOWNSHIP, PA 15108
100 AIRSIDE DRIVE
GRAPHIC SCALE(S)
JOSEPH HIGGINS
DOMINIC DRDLA
SCOTT WALDROFF
JEREMY DeRYK
/1 /2
:5
:1
P M
P
-E n g in e -2
-A d e ta c h e d
.r v t
A-535
P -6
E
N G
IN
E
R E
P A
IR
F
A C
IL
IT
Y
IN
T
E R
IO
R
P L A
N D
E T
A
IL
S
PJD
15216272
RMS MGH
1817922
N A
S J
A C
K S
O N
V
IL
L E
F
L N
A V
F A
C S
E
S O
U T
H E
A S
T
A -5
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
SCALE: 1 1/2" = 1'-0" (A-102)
PLAN DETAIL
SCALE: 1 1/2" = 1'-0" (A-102)
PLAN DETAIL
SCALE: 1 1/2" = 1'-0" (A-102)
PLAN DETAIL
SCALE: 1 1/2" = 1'-0" (A-102)
PLAN DETAIL
SCALE: 1 1/2" = 1'-0" (A-455)
PLAN DETAIL
SCALE: 1 1/2" = 1'-0"
PLAN DETAIL
SEE EXTERIOR DETAILS
FOR WALL ASSEMBLY
SEE EXTERIOR DETAILS
FOR WALL ASSEMBLY
M A
R K
D E
S C
R
IP
TI
O
N D
A
L
GYPSUM BOARD METAL
CORNER BEAD, TYP.
5/8" GYPSUM BOARD
STEEL COLUMN,
SEE S-SERIES
2 1/2" METAL STUD
TUB
RETURN TRIM
FIRE EXTINGUISHER
CABINET DOOR, SEE
MANUFACTURER DETAILS
RETAINING SCREWS
MOUNTING SCREWS
EXTERIOR TUB AND
INSULATION, SEE
MANUFACTURER DETAILS
SEE CURTAIN WALL
DETAILS FOR ASSEMBLY
E Q
E Q
'-4 /2
9 1/2" 2 1/2"
K
GYPSUM BOARD
METAL CORNER
BEAD, TYP.
5/8" GYPSUM
BOARD
STEEL COLUMN,
SEE S-SERIES
2 1/2" METAL STUD
5/8" GYPSUM
BOARD
3 5/8" METAL STUD
2 1/2" METAL STUD
5 3/4" 9 1/4"
1'-3"
/4
/4
'-4 /2
M STEEL COLUMN,
SEE S-SERIES
2 1/2" METAL STUD
TUB
RETURN TRIM
FIRE EXTINGUISHER
CABINET DOOR, SEE
MANUFACTURER
DETAILS
RETAINING SCREWS
MOUNTING SCREWS
EXTERIOR TUB, SEE
MANUFACTURER DETAILS
5/8" GYPSUM
BOARD
/2
/4
/4
'-6
GYPSUM BOARD
METAL CORNER
BEAD, TYP.
5/8" GYPSUM BOARD
3 5/8" METAL STUD
6" METAL STUD
10 1/2" 9 1/2"
1'-8"
/4
K
GYPSUM BOARD METAL
CORNER BEAD, TYP.
5/8" GYPSUM BOARD
STEEL COLUMN,
SEE S-SERIES
SEE EXTERIOR DETAILS
FOR WALL ASSEMBLY
5/8" GYPSUM BOARD
2 1/2" METAL STUD ON
FACE OF FLANGE
5/8" GYPSUM BOARD
5 1/2" 9 1/2"
1'-3"
E Q
E Q
'-4 /2
M
11" 7"
1'-6"
/4
/4
'-5 /2
STC RATED METAL STUD
WALL, REFER TO PLAN
SOUND BATT INSULATION
2 1/2" STUD WALL
GYPSUM BOARD METAL
CORNER BEAD, TYP.
STEEL COLUMN,
SEE S-SERIES
5/8" GYPSUM BOARD
5/8" GYPSUM BOARD
A224
AAE-ARS
A229
CONFERENCE
1A0.6e
J
5/8" GYPSUM BOARD
STEEL COLUMN,
SEE S-SERIES
GYPSUM BOARD METAL
CORNER BEAD, TYP.
2 1/2" STUD WALL
6" METAL STUD
5/8" GYPSUM BOARD TYPE-X
/8
/4
B200
MECHANICAL
A214
OFFICE TAPE AND JOINT
COMPOUND
EQ EQ
1'-0"
'-5 /4
0' 6"3" 9"
SCALE: 3" = 1'-0"
4"0' 8" 1'-4"
SCALE: 1 1/2" = 1'-0"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y 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
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
S O
U T
H E
A S
T N
A V
A L A
IR
S
T A
T
IO
N
J A
C K
S O
N V
IL
L E
F
L
AS NOTED
MOON TOWNSHIP, PA 15108
100 AIRSIDE DRIVE
GRAPHIC SCALE(S)
JOSEPH HIGGINS
DOMINIC DRDLA
SCOTT WALDROFF
JEREMY DeRYK
/1 /2
:5
:3
P M
P
-E n g in e -2
-A d e ta c h e d
.r v t
A-536
P -6
E
N G
IN
E
R E
P A
IR
F
A C
IL
IT
Y
IN
T
E R
IO
R
P L A
N D
E T
A
IL
S
PJD
15216273
RMS MGH
1817922
N A
S J
A C
K S
O N
V
IL
L E
F
L N
A V
F A
C S
E
S O
U T
H E
A S
T
A -5
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
SCALE: 1 1/2" = 1'-0" (A-121)
PLAN DETAIL
SCALE: 1 1/2" = 1'-0" (A-121)
PLAN DETAIL
SCALE: 1 1/2" = 1'-0" (A-122)
PLAN DETAIL
SCALE: 1 1/2" = 1'-0"
PLAN DETAIL
SCALE: 1 1/2" = 1'-0" (A-463)
PLAN DETAIL
SCALE: 1 1/2" = 1'-0" (A-127)
PLAN DETAIL
M A
R K
D E
S C
R
IP
TI
O
N D
A
WATERPROOFING OR
VAPOR BARRIER AS
REQUIRED.
FOR WATERPROOFING:
90mil RUBBERIZED
MEMBRANE LAMINATED TO
A HIGH STRENGTH
REINFORCING FABRIC.
APPLY WATERPROOFING
MEMBRANE ON ENTIRE
WALL UP TO TOP OF TILE SEE PLANS FOR EXACT
PARTITION TYPE
5/8" GYPSUM WALL
BOARD, PAINTED
1/2" BACKER BOARD
TILE GROUT, SEE I-SERIES
FOR TYPE AND COLOR
TILE, SEE I-SERIES FOR
TYPE, FINISH AND COLOR
THINSET BOND COAT
VARIES
WATERPROOFING OR
VAPOR BARRIER AS
REQUIRED.
FOR WATERPROOFING:
90mil RUBBERIZED
MEMBRANE LAMINATED
TO A HIGH STRENGTH
REINFORCING FABRIC.
APPLY WATERPROOFING
MEMBRANE ON ENTIRE
WALL UP TO TOP OF TILE SEE PLANS FOR EXACT
PARTITION TYPE
VARIES
TILE, SEE I-SERIES FOR
TYPE, FINISH AND
COLOR
1/2" BACKER BOARD
THINSET BOND COAT
TILE GROUT, SEE I-
SERIES FOR TYPE AND
COLOR
TILE EDGING, SEE
SPECIFICATIONS
ZINC CONTROL JOINT BOTH
SIDES (1/2" W MAX.). STAPLE
TO GYP BD AND FINISH W/
JOINT COMPOUND
METAL STUDS, SEE
PARTITION SCHEDULE
5/8" GYPSUM WALL
BOARD
TAPE & JOINT COMPOUND
NOTE:
1. PROVIDE ACOUSTICAL SEALANT AT JOINT FOR SOUND RATED WALLS
2. SEE SPECIFICATION FOR SPACING RECOMMENDATIONS
3. MAXIMIZE LOCATION OF CONTROL JOINTS AT TOP CORNER OF DOOR FRAMES
1 7/8"
5/8"
3 1/8"
2 LAYERS 5/8" GYPSUM
PANEL (FIRECODE CORE)
ZINC CONTROL JOINT BOTH SIDES (1/2" W MAX.).
STAPLE TO GYP BD AND FINISH W/ JOINT
COMPOUND
METAL STUDS, SEE
PARTITION
SCHEDULE
5/8" GYPSUM WALL BOARD
(FIRECODE CORE)
NOTE:
1. PROVIDE ACOUSTICAL SEALANT AT JOINT FOR SOUND RATED WALLS
2. SEE SPECIFICATION FOR SPACING RECOMMENDATIONS
3. MAXIMIZE LOCATION OF CONTROL JOINTS AT TOP CORNER OF DOOR
FRAMES
H
3AS.3
3AS.3
3AS.3
1AS.6
3AS.3
1'-0 3/4"
1' -0
1' -6 /2
1/ 4"
1/ 4"
1'-4 3/4"B201
MECHANICAL
B201
MECHANICAL
1 1/4"
RAILING SYSTEM
1/ 2"
1' -1 0"
0' 6"3" 9"
SCALE: 3" = 1'-0"
0" 1 1/2" 3" 6"
SCALE: 6" = 1'-0"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y 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
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
S O
U T
H E
A S
T N
A V
A L A
IR
S
T A
T
IO
N
J A
C K
S O
N V
IL
L E
F
L
AS NOTED
MOON TOWNSHIP, PA 15108
100 AIRSIDE DRIVE
GRAPHIC SCALE(S)
JOSEPH HIGGINS
DOMINIC DRDLA
SCOTT WALDROFF
JEREMY DeRYK
/1 /2
:5
:3
P M
P
-E n g in e -2
-A d e ta c h e d
.r v t
A-537
P -6
E
N G
IN
E
R E
P A
IR
F
A C
IL
IT
Y
IN
T
E R
IO
R
P L A
N D
E T
A
IL
S
PJD
15216274
RMS MGH
1817922
N A
S J
A C
K S
O N
V
IL
L E
F
L N
A V
F A
C S
E
S O
U T
H E
A S
T
A -5
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
SCALE: 3" = 1'-0"
PLAN - TILE AT WALL CORNER W/ GWB
SCALE: 3" = 1'-0"
PLAN - TILE AT WALL CORNER
SCALE: 6" = 1'-0"
GYP WALL CONTROL JOINT (TYPICAL)
SCALE: 6" = 1'-0"
GYP WALL FIRE RATED CONTROL JOINT (1 HOUR)
M A
R K
D E
S C
R
IP
TI
O
N D
A T
E
SCALE: 1 1/2" = 1'-0" (A-127)
PENETRATION AT SMOKE RATED WALL
5/8" GYPSUM BOARD
STC RATED METAL STUD WALL, REFER TO PLAN
TUB
RETURN TRIM
FIRE EXTINGUISHER
CABINET DOOR, SEE
MANUFACTURER DETAILS
RETAINING SCREWS
MOUNTING SCREWS
EXTERIOR TUB AND
INSULATION, SEE
MANUFACTURER DETAILS
2 1/2"
FINISH, SEE I-SERIES
5/8" GYPSUM BOARD
6" METAL STUD WALL
TUB
RETURN TRIM
FIRE EXTINGUISHER
CABINET DOOR, SEE
MANUFACTURER DETAILS
RETAINING SCREWS
MOUNTING SCREWS
EXTERIOR TUB AND
INSULATION, SEE
MANUFACTURER DETAILS
2 1/2"
CMU BLOCK
SEE PLANS
MOUNTING BRACKET FIRE EXTINGUISHER
CABINET DOOR
AS PER MANUFACTURER
DETAILS
RETURN TRIM
EXTERIOR TUB AND
INSULATION
AS PER MANUFACTURER
DETAILS
/2 " 6
4"0' 8" 1'-4"
SCALE: 1 1/2" = 1'-0"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y 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
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
S O
U T
H E
A S
T N
A V
A L A
IR
S
T A
T
IO
N
J A
C K
S O
N V
IL
L E
F
L
AS NOTED
MOON TOWNSHIP, PA 15108
100 AIRSIDE DRIVE
GRAPHIC SCALE(S)
JOSEPH HIGGINS
DOMINIC DRDLA
SCOTT WALDROFF
JEREMY DeRYK
/1 /2
:5
:4
P M
P
-E n g in e -2
-A d e ta c h e d
.r v t
A-538
P -6
E
N G
IN
E
R E
P A
IR
F
A C
IL
IT
Y
IN
T
E R
IO
R
P L A
N D
E T
A
IL
S
PJD
15216275
RMS MGH
1817922
N A
S J
A C
K S
O N
V
IL
L E
F
L N
A V
F A
C S
E
S O
U T
H E
A S
T
A -5
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
SCALE: 1 1/2" = 1'-0" (A-412)
INTERIOR DETAIL
SCALE: 1 1/2" = 1'-0" (A-413)
INTERIOR DETAIL
SCALE: 1 1/2" = 1'-0"
FIRE EXTINGUISHER CABINET PLAN DETAIL - TYPICAL
M A
R K
D E
S C
R
IP
TI
O
N D
A
16"
6"
P E R E
LE
V . S E C T
IO
N
3'
(1) HILTI 1/2" DIA. HILTI KWIK BOLT
"TZ" CONC. ANCHOR EACH
STRINGER. ICC-ESR-1917
2 1/2"x2 1/2"x1/4"x2 1/2" STEEL
ANGLES-WELD TO STRINGERS
AND BOLT TO CONC. FLOOR. -
PAINT
CONCRETE SLAB
3/4" DIA. STEEL RUNG - PAINT -
EXTEND RUNGS THRU
STRINGERS AND WELD.
STEEL ANGLE - WELD TO
STRINGER AND SECURE TO CONC.
WALL W/ ½” DIA. HILTI KB-TZ W/ 3 ¼”
MIN. EMBEDMENT. INSTALL PER
ICC ESR-1917. - PAINT
3/8"x2 1/2" STEEL STRINGERS - PAINT
FF
6" M A X
4" M
IN
T Y P
ANSI 17.1 / 2.2.4.2.2
THE LADDER RUNGS, CLEATS, OR
STEPS SHALL BE A MINIMUM OF 400 MM
(16 IN.) WIDE.
A-539
1-1/4" - 1-1/2" HANDRAIL
ON REAR OF CAR
2" T O C L O F R A
IL
4' -0 M A X
6' -0 M
IN
6' -0 T O '-6
M A X
PHOTOELECTRIC TUBE
BYPASS SWITCH
FOR CONTROL
PANEL HEIGHT
SEE A3/A-516
EMERGENCY TELEPHONE
-IDENTIFY WITH RAISED
TELEPHONE SYMBOL & BRAILLE
-IF HANDSET, CORD 29" MIN. LONG
-THE CAR EMERGENCY SIGNALING
DEVICE CANNOT BE LIMITED TO
VOICE COMMUNICATION.
-IF INSTRUCTIONS FOR USE ARE
PROVIDED, ESSENTIAL
INFORMATION MUST BE
PRESENTED IN BOTH TACTILE ANS
VISUAL FORM.
M
IN
M A X
4'- 0"
NOTE:
THE AUTOMATIC DOOR
OPENING DEVICE IS TO BE
ACTIVATED WHEN OBJECTS
PASS THROUGH THE DOOR AT
EITHER 5" OR 29" AFF
FLOOR LANDING NO. AND
BRAILLE ON BOTH JAMBS.
SEE I-SERIES
HALL LANTERNELEVATOR CALL
ELEV. EXIT SIGN.
SEE I-SERIES ELEV.
DOOR
2" 2 9"
5"
0" 72 M
IN
SHEAR GUARD
REMOVABLE DUST COVER
J TRACK
UL RATED ELEVATOR ENTRANCE
COLUMN FRAME BY MANUF.
ELEVATOR DOOR
WALL PARTITION
PER SCHEDULE
TRANSOM ASSEMBLY
1" FIRE -SHIELD
SHAFTLINER, FRICTION FIT
AS REQUIRED
SHAFTWALL LINER PANEL
WALL PARTITION PER SCHEDULE
ROUND AND GRIND SMOOTH
ALL CORNERS AND SHARP
EDGES
3/8"x2 1/2" STEEL
STRINGERS - PAINT
CONCRETE WALL PER STRUCTURAL
3/4" DIA. STEEL RUNG - PAINT -
EXTEND RUNGS THRU STRINGERS
AND WELD.
2 1/2"x2 1/2"x1/4"x2 1/2" STEEL
ANGLES-WELD TO STRINGERS AND
BOLT TO CONC. FLOOR. - PAINT
(1) HILTI 1/2" DIA. HILTI KWIK
BOLT "TZ" CONC. ANCHOR
EACH STRINGER. ICC-ESR-1917
3'
4 1/2".
E M B E D
2" M
IN
. TYP.
FF
3/16
T Y P
4"
P E R E
LE
V A T O R S E C T
IO
N
ELEVATOR DOOR
JAMB BEYOND
ELEVATOR DOOR SILL PLATE
EDGE OF ELEVATOR CAB
SILL ANGLE PER MANUFACTURE
½” DIA. HILTI KB-TZ W/ 3 ¼” MIN.
EMBEDMENT. INSTALL PER ICC
ESR-1917. SPACED AS NEEDED PER
MANUF, WITH (3) ANCHORS MIN.
CONCRETE WALL PER PLAN
ALIGN DOOR SILL
WITH FLOOR FINISH
W/ ELEVATOR MFR.
1 1/4" MAX. COORDINATE
M
JAMB ANCHOR CLIP
3" LEG J TRACK
1" FIRE-SHIELD SHAFTLINER
5/8" GYPSUM BOARD (TYPE X)
1" FIRE -SHIELD SHAFTLINER,
FRICTION FIT AS REQUIRED
UL RATED ELEVATOR
ENTRANCE COLUMN FRAME
BY MANUF.
4"0' 8" 1'-4"
SCALE: 1 1/2" = 1'-0"
0' 1' 2' 3'
SCALE: 3/4" = 1'-0"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y 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
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
S O
U T
H E
A S
T N
A V
A L A
IR
S
T A
T
IO
N
J A
C K
S O
N V
IL
L E
F
L
AS NOTED
MOON TOWNSHIP, PA 15108
100 AIRSIDE DRIVE
GRAPHIC SCALE(S)
JOSEPH HIGGINS
DOMINIC DRDLA
SCOTT WALDROFF
JEREMY DeRYK
/1 /2
:5
:5
P M
P
-E n g in e -2
-A d e ta c h e d
.r v t
A-539
P -6
E
N G
IN
E
R E
P A
IR
F
A C
IL
IT
Y
E L E
V A
T O
R D
E T
A
IL
S
PJD
15216276
RMS MGH
1817922
N A
S J
A C
K S
O N
V
IL
L E
F
L N
A V
F A
C S
E
S O
U T
H E
A S
T
A -5
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
SCALE: 3/4" = 1'-0"
ELEVATOR PIT LADDER
SCALE: NOT TO SCALE
ELEVATOR CAB (ACCESSIBLE)
SCALE: NOT TO SCALE
ELEVATOR ACCESS COMPLIANCE
SCALE: 1 1/2" = 1'-0"
ELEVATOR DOOR HEAD
SCALE: 3/4" = 1'-0" (A-539)
ELEVATOR PIT LADDER - SECTION
SCALE: 1 1/2" = 1'-0"
ELEVATOR DOOR SILL
SCALE: 1 1/2" = 1'-0"
ELEVATOR PLAN DETAIL
M A
R K
D E
S C
R
IP
TI
O
N D
A
BROOM FINISH CONCRETE
TREAD W/CLEAR SEALER
CAST IN EXTRUDED ALUMINUM
BASE WITH RIBBED BAR ABRASIVE
STAIR NOSING, FULL WIDTH OF
TREAD
2" DEEP CONC. FILLED
METAL PAN TREADS
12 GA., 2 PIECE PAN
1" NOSING
4" M
IN
7" M
A X
R
IS
E R
S E E S
E C
T
IO
N
11"
TREAD
PAINT STRINGERS, RISERS AND
UNDERSIDE, SEE I-SERIES
3'
" 3'
2 1/4" 1 1/2"
1/
4"
2"
1 1/2"Ø OD
HANDRAIL
WELD
CONNECTIONS
AND GRIND
SMOOTH, PAINTED,
SEE I-SERIES
2" Ø OD
STANDARD PIPE
3 3/4"
2" Ø OD STANDARD PIPE
STRINGER, SEE S-SERIES
PAINTED, SEE I-SERIES
2" BROOM FINISH
CONCRETE TREAD
WITH CLEAR SEALER
1/
2" ø 2"
1 1/2" 2 1/4"
3" SEE PLAN 3"
2 1/4" 1 1/2"
3" SEE PLAN 3"
SEE PLAN
STRINGER,
SEE S-SERIES
PAINTED, SEE
I-SERIES
STANDARD
2" Ø OD STEEL PIPE
1/4" x 1 1/2"
CLOSURE PL
1 1/2" Ø OD STEEL
HANDRAIL, TYP.
T R
E A
D S U
P
T R
E A
D S D
O W
N
CAST IN EXTRUDED
ALUMINUM BASE WITH
RIBBED BAR ABRASIVE
STAIR NOSING, FULL
WIDTH OF TREAD
CAST IN EXTRUDED
ALUMINUM BASE WITH
RIBBED BAR ABRASIVE
STAIR NOSING, FULL
WIDTH OF TREAD
HANDRAIL RETURN
WITH CAPPED END
GRIND SMOOTH,
PAINT, SEE I-SERIES
TYPICAL CUSTOM
HANDRAIL WALL
BRACKET
TYPICAL STEEL
PIPE HANDRAIL
FACE OF WALL/ GUARDRAIL
(1) TREAD
SLOPING
1/ 4"
DN
1/
2" M
IN
1'-0"
CAST IN - EXTRUDED
ALUMINUM BASE FILLED
WITH RIBBED BAR
ABRASIVE STAIR NOSING,
FULL WIDTH OF TREAD
2 1/4"
TYP
4"
T Y P
2"
2"Ø STANDARD STEEL
PIPE, PAINTED
1 1/2"Ø OD HANDRAIL (TYP.)
SPACE SHALL NOT ALLOW A 4"
SPHERE TO TO PASS THROUGH
1"Ø TYP. PICKET
2"Ø TYP. POST 4'-0"
MAX SPACING
5"X5" ACCESS HOLE
COVER W/PL 12 GA. x 6"x6"
1/4"x1 1/2" CLOSURE PL
12 GA. RISER PL
2" BROOM FINISHED
CONCRETE TREAD
WITH CLEAR SEALANT
STRINGER, SEE S-SERIES
PAINTED, SEE I-SERIES
STEEL ANGLE
TREAD SUPPORT
STRUCTURAL ANGLE,
PAINT, SEE S-SERIES
CONCRETE SLAB,
SEE S-SERIES
(TREAD WIDTH)
11"
2'
1'
3'
EXPOSED BOLT,
SEE S-SERIES
3'
" 3'
1/
2"
1/
2" 8"
TYP
4"
2 1/4"
2"Ø STANDARD STEEL
PIPE, PAINTED
1 1/2"Ø OD HANDRAIL
(TYP.)
1"Ø TYP. PICKET
PAINTED RISER,
SEE I-SERIES
METAL PAN TREADS
2" DEEP CONC. FILLED
12 GA., 2 PIECE PAN
2"Ø TYP.
POST, 4'-0" MAX.
SPACING
CAP OPEN ENDS
OF STRINGER
STEEL C CHANNEL TO
SUPPORT LANDING,
SEE S-SERIES
1' - 0"
1 1/2"Ø MTL. WALL
MOUNTED HANDRAIL
BROOM FINISH
CONCRETE TREAD
W/CLEAR SEALER
LANDING, SEE I-
SERIES FOR FINISH
CAP OPEN ENDS
OF STRINGER
3" CAST-IN-PLACE
CONCRETE SLAB
OVER 1 1/2" METAL
DECK, SEE S-SERIES
METAL PAN TREADS
2" DEEP CONC. FILLED
12 GA., 2 PIECE PAN
BRACKETS
W/EXPOSED BOLT,
SPACE EQUALLY AT
5'-0" OC MAX.
T Y P
2"
3'
1' - 0"
1 1/2" OD HANDRAIL WELD
CONNECTIONS AND
GRIND SMOOTH,
PAINTED, SEE I-SERIES
5"X5" ACCESS HOLE
COVER W/PL 12 GA. x 6"x6"
12 GA. RISER PL
2" DEEP CONC. FILLED
METAL PAN TREADS,
12 GA., 2 PIECE PAN
STEEL ANGLE
TREAD SUPPORT CONCRETE SLAB,
SEE S-SERIES
COVER
(TREAD WIDTH)
11"
3' -0
1' 2'0' 6"
SCALE: 1" = 1'-0"
0' 6"3" 9"
SCALE: 3" = 1'-0"
4"0' 8" 1'-4"
SCALE: 1 1/2" = 1'-0"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y 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
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
S O
U T
H E
A S
T N
A V
A L A
IR
S
T A
T
IO
N
J A
C K
S O
N V
IL
L E
F
L
AS NOTED
MOON TOWNSHIP, PA 15108
100 AIRSIDE DRIVE
GRAPHIC SCALE(S)
JOSEPH HIGGINS
DOMINIC DRDLA
SCOTT WALDROFF
JEREMY DeRYK
/1 /2
:5
:0
P M
P
-E n g in e -2
-A d e ta c h e d
.r v t
A-540
P -6
E
N G
IN
E
R E
P A
IR
F
A C
IL
IT
Y
S T
A
IR
D E
T A
IL
S
PJD
15216277
RMS MGH
1817922
N A
S J
A C
K S
O N
V
IL
L E
F
L N
A V
F A
C S
E
S O
U T
H E
A S
T
A -5
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
SCALE: 3" = 1'-0"
CONCRETE TREAD
STAIR - TREAD/RISER
SCALE: 1 1/2" = 1'-0"
RAILING DETAIL - SECTION
SCALE: 3" = 1'-0"
RAILING DETAIL - PLAN
SCALE: 1" = 1'-0"
PLAN DETAIL - RAILING AT WALL
SCALE: 1 1/2" = 1'-0" (A-405)
STAIR - BOTTOM LANDING
SCALE: 1 1/2" = 1'-0"
STAIR - TOP LANDING
M A
R K
D E
S C
R
IP
TI
O
N D
A T
E
SCALE: 1 1/2" = 1'-0" (A-405)
STAIR - TOP LANDING - WALL RAIL 4
SCALE: 1 1/2" = 1'-0" (A-405)
STAIR - BOTTOM LANDING - WALL HANDRAIL
NOTE:
- PRE-FABRICATED STEEL STAIR IS DELEGATED DESIGN.
- MEETS IBC AND OSHA 1910.25 (FIXED INDUSTRIAL STAIRS) REQUIREMENTS.
- ALL GUARDRAIL AND HANDRAIL WILL BE WELDED SMOOTH
TACTILE WARNING
SURFACE RUBBER
STAIR TREAD TO
RISER
2" DEEP CONC. FILLED
METAL PAN TREADS
12 GA., 2 PIECE PAN
1" NOSING
4" M
IN
7" M A X
R
IS
E R S E E S E C T
IO
N
11" MIN.
TREAD - SEE PLAN
PAINT STRINGERS,
RISERS AND
UNDERSIDE, SEE
I-SERIES
3' " 3'
2 1/4" 1 1/2"
1/ 4"
2"
1 1/2"Ø O.D.
HANDRAIL
WELD
CONNECTIONS
AND GRIND
SMOOTH, PAINTED,
SEE I-SERIES
2" Ø O.D.
STANDARD PIPE
3 3/4"
2" Ø O.D.
STANDARD PIPE
STRINGER, SEE
S-SERIES
PAINTED, SEE
I-SERIES
2" DEEP CONC. FILLED
METAL PAN STAIRS
1/ 2" ø 2"
1 1/2" 2 1/4"
3" SEE PLAN 3"
2 1/4" 1 1/2"
3" SEE PLAN 3"
SEE PLAN
STRINGER,
SEE S-SERIES
PAINTED, SEE
I-SERIES
STANDARD
2" Ø O.D. STEEL PIPE
1/4" x 1 1/2"
CLOSURE PL
1 1/2" Ø O.D. STEEL
HANDRAIL, TYP.
T R E A D S U P
T R E A D S D O W N
HANDRAIL RETURN
WITH CAPPED END
GRIND SMOOTH,
PAINT, SEE I-SERIES
TYPICAL CUSTOM
HANDRAIL WALL
BRACKET
TYPICAL STEEL
PIPE HANDRAIL
FACE OF WALL/ GUARDRAIL
(1) TREAD
SLOPING
1/ 4"
1' - 0"
DN
2 1/4"
3 7/8"3 7/8" 3 7/8"
T Y P
2"
2"Ø STANDARD STEEL
PIPE, PAINTED
1 1/2"Ø O.D. HANDRAIL (TYP.)
SPACE SHALL NOT ALLOW A 4"
SPHERE TO TO PASS THROUGH
1"Ø TYP. PICKET
2"Ø TYP. POST 4'-0"
MAX SPACING
5"X5" ACCESS HOLE
COVER W/PL 12 GA. x 6"x6"
1/4"x1 1/2" CLOSURE PL
12 GA. RISER PL
2" DEEP CONC. FILLED
METAL PAN STAIRS
STRINGER, SEE S-SERIES
PAINTED, SEE I-SERIES
STEEL ANGLE
TREAD SUPPORT
STRUCTURAL ANGLE,
PAINT, SEE S-SERIES
CONCRETE SLAB,
SEE S-SERIES
(TREAD WIDTH)
11"
2'
1'
3'
EXPOSED BOLT,
SEE S-SERIES
3' " 3'
1/ 2"
1/ 2"
8"
3 7/8"3 7/8"
2 1/4"
3 7/8"
2"Ø STANDARD STEEL
PIPE, PAINTED
1 1/2"Ø O.D. HANDRAIL
(TYP.)
1"Ø TYP. PICKET
PAINTED RISER,
SEE I-SERIES
METAL PAN TREADS
2" DEEP CONC. FILLED
12 GA., 2 PIECE PAN
2"Ø TYP.
POST, 4'-0" MAX.
SPACING
CAP OPEN ENDS
OF STRINGER
STEEL C CHANNEL TO
SUPPORT LANDING,
SEE S-SERIES
1' - 0"
1 1/2" O.D. HANDRAIL
WELD CONNECTIONS
AND GRIND SMOOTH,
PAINTED, SEE I-SERIES
5"X5" ACCESS HOLE
COVER W/PL 12 GA. x 6"x6"
12 GA. RISER PL
2" DEEP CONC. FILLED
METAL PAN TREADS,
12 GA., 2 PIECE PAN
STEEL ANGLE
TREAD SUPPORT CONCRETE SLAB,
SEE S-SERIES
COVER
(TREAD WIDTH)
11"
3' -0
1' - 0"
T Y P
2"
3'
1 1/2"Ø MTL. WALL
MOUNTED HANDRAIL
BROOM FINISH
CONCRETE TREAD
W/CLEAR SEALER
LANDING, SEE I-
SERIES FOR FINISH
CAP OPEN ENDS
OF STRINGER
3" CAST-IN-PLACE
CONCRETE SLAB
OVER 1 1/2" METAL
DECK, SEE S-SERIES
METAL PAN TREADS
2" DEEP CONC. FILLED
12 GA., 2 PIECE PAN
BRACKETS W/EXPOSED
BOLT, SPACE EQUALLY AT
5'-0" O.C. MAX.
1' 2'0' 6"
SCALE: 1" = 1'-0"
0' 6"3" 9"
SCALE: 3" = 1'-0"
4"0' 8" 1'-4"
SCALE: 1 1/2" = 1'-0"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y 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
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
S O
U T
H E
A S
T N
A V
A L A
IR
S
T A
T
IO
N
J A
C K
S O
N V
IL
L E
F
L
AS NOTED
MOON TOWNSHIP, PA 15108
100 AIRSIDE DRIVE
GRAPHIC SCALE(S)
JOSEPH HIGGINS
DOMINIC DRDLA
SCOTT WALDROFF
JEREMY DeRYK
/1 /2
:5
:0
P M
P
-E n g in e -2
-A d e ta c h e d
.r v t
A-541
P -6
E
N G
IN
E
R E
P A
IR
F
A C
IL
IT
Y
S T
A
IR
D E
T A
IL
S
PJD
15216278
RMS MGH
1817922
N A
S J
A C
K S
O N
V
IL
L E
F
L N
A V
F A
C S
E
S O
U T
H E
A S
T
A -5
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
M A
R K
D E
S C
R
IP
TI
O
N D
A T
E
SCALE: 3" = 1'-0"
RUBBER SURFACE STAIR -
TYP. TREAD/RISER
SCALE: 1 1/2" = 1'-0"
SECTION DETAIL - RAILING
SCALE: 3" = 1'-0"
PLAN DETAIL - RAILING AT INTERMEDIATE LANDING
SCALE: 1" = 1'-0"
PLAN DETAIL - RAILING AT WALL
SCALE: 1 1/2" = 1'-0" (A-404)
STAIR - BOTTOM LANDING
SCALE: 1 1/2" = 1'-0" (A-404)
STAIR - TOP LANDING
SCALE: 1 1/2" = 1'-0" (A-404)
STAIR - BOTTOM LANDING - WALL RAIL
SCALE: 1 1/2" = 1'-0"
STAIR - TOP LANDING - WALL RAIL
NOTE:
- PRE-FABRICATED STEEL STAIR IS DELEGATED DESIGN.
FRP NON SLIP
STAIR NOSING
DIAMOND PLATE PRE
FINISHED TREAD
1"
11"
TREAD DEPTH
PAINT STRINGERS,
RISERS AND
UNDERSIDE
3' " 3'
2 1/4"
1 1/2"
1'
2"
1 1/2" x 1 1/2"
HANDRAIL
WELD
CONNECTIONS
AND GRIND
SMOOTH, PAINTED
1 1/2" X 1 1/2"
STEEL TUBE
3 3/4"
1 1/2" X 1 1/2"
STEEL TUBE
STRINGER, SEE
S-SERIES
PAINTED
TOEBOARD AT
LANDINGS
4"
1' - 0"
(1) TREAD
SLOPING 1' - 0"
DN
HANDRAIL RETURN
GRIND SMOOTH, PAINT
1 1/2" X 1 1/2" STEEL
TUBE HANDRAIL
FACE OF WALL
1 1/2" X 1 1/2" STEEL
TUBE ATTACHED TO
STRINGER
FRP NON SLIP STAIR
NOSING, TYP.
1 1/2" X 1 1/2" STEEL TUBE
GUARDRAILS BOTH SIDES
OF STAIR
1 1/2" X 1 1/2"
HANDRAIL (TYP.)
PRE-FINISHED
RISER
STRINGER
ATTACH TREADS TO
STRINGERS PER
MANUFACTURER DETAILS
CONCRETE SLAB,
SEE S-SERIES
2'
1'
3'
FASTENER PER
MANUFACTURER
DETAILS
1' - 0" ONE TREAD
ANGLE TO STRINGER
EMBEDDED PLATE
1 1/2" X 1 1/2" STEEL
TUBE, PAINTED
1 1/2"X 1 1/2" HANDRAIL
(TYP.)
1 1/2" X 1 1/2" TYP.
STEEL TUBE, 4'-0"
MAX. SPACING
LANDING CHANNEL
4"
TOEBOARD AT LANDING
1' - 0"
1' 2'0' 6"
SCALE: 1" = 1'-0"
0' 6"3" 9"
SCALE: 3" = 1'-0"
4"0' 8" 1'-4"
SCALE: 1 1/2" = 1'-0"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y 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
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
S O
U T
H E
A S
T N
A V
A L A
IR
S
T A
T
IO
N
J A
C K
S O
N V
IL
L E
F
L
AS NOTED
MOON TOWNSHIP, PA 15108
100 AIRSIDE DRIVE
GRAPHIC SCALE(S)
JOSEPH HIGGINS
DOMINIC DRDLA
SCOTT WALDROFF
JEREMY DeRYK
/1 /2
:5
:1
P M
P
-E n g in e -2
-A d e ta c h e d
.r v t
A-542
P -6
E
N G
IN
E
R E
P A
IR
F
A C
IL
IT
Y
P R
E -F
A B
R
IC
A T
E D
M E
T A
L S
T A
IR
D
E T
A
IL
S
PJD
15216279
RMS MGH
1817922
N A
S J
A C
K S
O N
V
IL
L E
F
L N
A V
F A
C S
E
S O
U T
H E
A S
T
A -5
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
SCALE: 3" = 1'-0" (A-409)
STAIR TO MECH SPACE - TYP. TREAD/RISER
SCALE: 1 1/2" = 1'-0"
SECTION DETAIL - RAILING
SCALE: 1" = 1'-0"
PLAN DETAIL - RAILING AT STRINGER
SCALE: 1 1/2" = 1'-0" (A-408)
STAIR TO MECH SPACE - BOTTOM LANDING
SCALE: 1 1/2" = 1'-0" (A-408)
STAIR TO MECH SPACE - TOP LANDING
M A
R K
D E
S C
R
IP
TI
O
N D
A T
E
NOTE:
- PRE-FABRICATED STEEL STAIR IS DELEGATED DESIGN.
4' -0
5" 1 1/2"
4"
60° ø 3/4"
4"
7"
4' -0
5"1 1/2"
4"
60° ø 3/4"
4"
7"
0.
2"
FRONT VIEWSIDE VIEW FRONT VIEW SIDE VIEW
10" ø 9/16"
5"
1"
1 1/2"
1"
1"
1"
1"
1"
4"
10" ø 9/16"
5"
1" 1 1/2"
1"
1"
1"
1"
1"
4"
PLAN VIEW - RIGHTPLAN VIEW - LEFT
THICK BASE PLATE;
COLOR: SAFETY YELLOW
ANGLE BAR
3' -6
BLACK PLASTIC TOP CAP
SURFACE MOUNT SAFETY BOLLARD
PAINTED HIGH VISIBILITY YELLOW
10"
"ø 4"
HEAVY DUTY 10”X 10” BASEPLATE
WITH 3/4’’ MOUNTING HOLES
ø 3/4"
10"
4 3/4"
3/
4" ø 7/8"
1' -6
CLCL
1' -0
SEE PLAN
1/ 2"
BLACK PLASTIC TOP CAP
SURFACE MOUNT 18″ HIGH CENTER
GUARD RAIL POST. (4″ X 4″ X 3/16″
SQUARE TUBING POST)
10″ X 10″ X 1/2″ THICK BASE PLATE;
COLOR: SAFETY YELLOW
10″ X 10″ X 1/2″ THICK BASE PLATE;
COLOR: SAFETY YELLOW
3' -6
BLACK PLASTIC TOP CAP
SURFACE MOUNT SAFETY BOLLARD
PAINTED HIGH VISIBILITY YELLOW
10"
"ø 6"
HEAVY DUTY 10”X 10” BASEPLATE
WITH 3/4’’ MOUNTING HOLES
ø 3/4"
4"0' 8" 1'-4"
SCALE: 1 1/2" = 1'-0"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y 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
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
S O
U T
H E
A S
T N
A V
A L A
IR
S
T A
T
IO
N
J A
C K
S O
N V
IL
L E
F
L
AS NOTED
MOON TOWNSHIP, PA 15108
100 AIRSIDE DRIVE
GRAPHIC SCALE(S)
JOSEPH HIGGINS
DOMINIC DRDLA
SCOTT WALDROFF
JEREMY DeRYK
/1 /2
:5
:1
P M
P
-E n g in e -2
-A d e ta c h e d
.r v t
A-543
P -6
E
N G
IN
E
R E
P A
IR
F
A C
IL
IT
Y
P R
O T
E C
T
IO
N B
O L L A
R D
D E
T A
IL
S
PJD
15216280
RMS MGH
1817922
N A
S J
A C
K S
O N
V
IL
L E
F
L N
A V
F A
C S
E
S O
U T
H E
A S
T
A -5
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
SCALE: 1 1/2" = 1'-0"
OVERHEAD DOOR TRACK GUARDS
SCALE: 1 1/2" = 1'-0" (A-101)
4" SURFACE-MOUNTED BOLLARD
SCALE: 1 1/2" = 1'-0"
SINGLE RAIL GUARD RAIL SAFETY BARRIER
SCALE: 1 1/2" = 1'-0"
6" SURFACE-MOUNTED BOLLARD
M A
R K
D E
S C
R
IP
TI
O
N D
A
N
P
A-544
3/16" HOT DIPPED
GALVANIZED STEEL PLATE
PRECAST CONCRETE
EXTERIOR WALL
STEEL ANGLE DOOR
GUIDES PER
MANUFACTURER DETAIL
COILING INSULATED
DOOR
C200
MECHANICAL
A-544
POWDER-COATED STEEL
GATE, YELLOW
POWDER-COATED
STEEL FRAME, YELLOW
WELDED TRACK SYSTEM
OVERALL WIDTH
11' - 5"
CLEAR WIDTH
10' - 0"
1' - 0"5"
HINGE SIDELATCH SIDE
C L
SECOND FLOOR
14'-0"
NP
OVERHEAD DOOR HOOD
C L E A R H E
IG
H T
O V E R A L L H E
IG
H T
COILING INSULATED
DOOR, SEE SCHED
POWDER-COATED STEEL
RAILING, COLOR YELLOW
POWDER-COATED
STEEL FRAME, COLOR
YELLOW
KICKPLATE
A-620
A-620
AUXILIARY HAND
CHAIN
A-544
OVERHEAD DOOR HOOD
C L E A R H E
IG
H T
O V E R A L L H E
IG
H T
STEEL ANGLE DOOR
GUIDES PER
MANUFACTURER DETAIL
COILING INSULATED
DOOR
POWDER-COATED STEEL
GATE, YELLOW
POWDER-COATED
STEEL FRAME, YELLOW
CLEAR WIDTH
10' - 0"
OVERALL WIDTH
11' - 5"
0' 1' 2' 3'
SCALE: 3/4" = 1'-0"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y 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
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
S O
U T
H E
A S
T N
A V
A L A
IR
S
T A
T
IO
N
J A
C K
S O
N V
IL
L E
F
L
AS NOTED
MOON TOWNSHIP, PA 15108
100 AIRSIDE DRIVE
GRAPHIC SCALE(S)
JOSEPH HIGGINS
DOMINIC DRDLA
SCOTT WALDROFF
JEREMY DeRYK
/1 /2
:5
:3
P M
P
-E n g in e -2
-A d e ta c h e d
.r v t
A-544
P -6
E
N G
IN
E
R E
P A
IR
F
A C
IL
IT
Y
S A
F E
T Y
G A
T E
D E
T A
IL
S
PJD
15216281
RMS MGH
1817922
N A
S J
A C
K S
O N
V
IL
L E
F
L N
A V
F A
C S
E
S O
U T
H E
A S
T
A -5
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
SCALE: 3/4" = 1'-0"
SAFETY GATE AT O.H. DOOR PLAN
SCALE: 3/4" = 1'-0"
SAFETY GATE AT O.H. DOOR SECTION
SCALE: 3/4" = 1'-0" (A-544)
SAFETY GATE AT O.H. DOOR ELEVATION
SCALE: NOT TO SCALE
SAFETY GATE AT O.H. DOOR 3D VIEW
M A
R K
D E
S C
R
IP
TI
O
N D
A
A-545
2' - 6"
TUBE TRIM
LOUVER "J" BLADE
OUTRIGGER
MOUNTING BRACKET
A-545
3' - 4"
LOUVER "J" BLADE
OUTRIGGER
MOUNTING BRACKETS
RIGGING ARM / TURNBUCKLE
ALUMINUM FRAME WITH
PARALLEL BARS EXTENDING
HORIZONTALLY
SECOND FLOOR
14'-0"
TUBE TRIM
LOUVER "J" BLADE
TYP
8"
OUTRIGGER
MOUNTING BRACKET
2'-6"
TUBE TRIM
HEX HEAD BOLTS
AND NUTS
LOWER MOUNTING
BRACKET
LOUVER "J" BLADE
LIGHT FIXTURE,
SEE E-SERIES
3'-4"
TYP
8"
OUTRIGGER
MOUNTING BRACKET
MOUNTING BRACKET
RIGGING ARM /
TURNBUCKLE, PER
MANUF DESIGN
OUTRIGGER
RIGGING ARM /
TURNBUCKLE
5 1/2"
/4
2 3/4"
/4
UPPER MOUNTING
BRACKET
OUTRIGGER
MOUNTING
BRACKET
MIN 4 EA. 1/2"
DIA. BOLTS
0' 6"3" 9"
SCALE: 3" = 1'-0"
1' 2'0' 6"
SCALE: 1" = 1'-0"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y 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
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
S O
U T
H E
A S
T N
A V
A L A
IR
S
T A
T
IO
N
J A
C K
S O
N V
IL
L E
F
L
AS NOTED
MOON TOWNSHIP, PA 15108
100 AIRSIDE DRIVE
GRAPHIC SCALE(S)
JOSEPH HIGGINS
DOMINIC DRDLA
SCOTT WALDROFF
JEREMY DeRYK
/1 /2
:5
:5
P M
P
-E n g in e -2
-A d e ta c h e d
.r v t
A-545
P -6
E
N G
IN
E
R E
P A
IR
F
A C
IL
IT
Y
C A
N O
P Y
D
T
A
IL
PJD
15216282
RMS MGH
1817922
N A
S J
A C
K S
O N
V
IL
L E
F
L N
A V
F A
C S
E
S O
U T
H E
A S
T
A -5
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
SCALE: 1" = 1'-0" (A-131)
CANTILEVERED ALUMINUM AWNING - WEST ENTRY
SCALE: 1" = 1'-0"
CANTILEVERED ALUMINUM AWNING
OVER DOOR
SCALE: 1" = 1'-0" (A-434)
CANOPY OVER CURTAIN WALL
SCALE: 1" = 1'-0" (A-321)
CANOPY OVER DOOR
SCALE: 3" = 1'-0"
CANOPY RIGGING SUPPORT DETAIL
SCALE: 3" = 1'-0"
CANOPY MOUNTING PLATE DETAIL
M A
R K
D E
S C
R
IP
TI
O
N D
A
A-5612
SOLID SURFACE,
SEE I-SERIES
SOLID PHENOLIC FOLDING
SHOWER SEAT
VERTICAL GRAB BAR
HORIZONTAL
GRAB BAR
SOLID PHENOLIC
FOLDING SEAT
BREAKAWAY SHOWER
CURTAIN ROD
DRAIN,
SEE P-SERIES
BACKER BOARD ON
METAL STUD
WALL TILE ON BACKER
BOARD, SEE I-SERIES
WALL TILE ON BACKER
BOARD, SEE I-SERIES
SHOWER CADDY
STUD WALL PER PLAN
FURRING WALL PER
PLAN
WALL PER PLAN
ADJUSTABLE HAND
SHOWER SLIDE BAR
A-560
36"
FLOOR DRAIN,
SEE P-SERIES
/4
'-4
2'-2"
CL CL
C L C L
BREAKAWAY SHOWER
CURTAIN ROD
SOLID SURFACE,
SEE I-SERIES
WOOD
BLOCKING
SOLID SURFACE
ACCESSIBLE
SHOWER RECEPTOR
SOLID PHENOLIC FOLDING
SHOWER SEAT
PARTITION AS
SCHEDULED
EXTEND
WATERPROOFING 8"
ABOVE FLOOR
4"0' 8" 1'-4"
SCALE: 1 1/2" = 1'-0"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y 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
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
S O
U T
H E
A S
T N
A V
A L A
IR
S
T A
T
IO
N
J A
C K
S O
N V
IL
L E
F
L
AS NOTED
MOON TOWNSHIP, PA 15108
100 AIRSIDE DRIVE
GRAPHIC SCALE(S)
JOSEPH HIGGINS
DOMINIC DRDLA
SCOTT WALDROFF
JEREMY DeRYK
/1 /2
:5
:0
P M
P
-E n g in e -2
-A d e ta c h e d
.r v t
A-560
P -6
E
N G
IN
E
R E
P A
IR
F
A C
IL
IT
Y
S H
O W
E R
D E
T A
IL
S
PJD
15216283
RMS MGH
1817922
N A
S J
A C
K S
O N
V
IL
L E
F
L N
A V
F A
C S
E
S O
U T
H E
A S
T
A -5
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
SCALE: 1 1/2" = 1'-0" (A-414)
SHOWER ENLARGED PLAN
SCALE: 1 1/2" = 1'-0" (A-560)
ABA SHOWER SEAT SECTION
M A
R K
D E
S C
R
IP
TI
O
N D
A
SEE TYPICAL GYPSUM
BOARD CEILING HANGING
DETAIL
SEALANT
MOISTURE RESISTANT
GYPSUM BOARD CEILING -
SEE REFLECTED CEILING
PLAN FOR TYPE AND HEIGHT
SOLID SURFACE, SEE I-SERIES
2' - 2"
1' - 8"
SOLID PHENOLIC FOLDING
SHOWER SEAT
SEALANT
SOLID SURFACE ACCESSIBLE
SHOWER RECEPTOR
PROVIDE BLOCKING FOR
SHOWER SEAT INSTALLATION
BACKER BOARD ON METAL STUD
GRAB BAR
ADJUSTABLE
HAND SHOWER
SLIDE BAR
SHOWER CADDY
M A X
M
IN
CL
CL
CEMENTITIOUS WATERPROOF
MEMBRANE
3' - 0"
BREAKAWAY SHOWER
CURTAIN ROD
CEILING LIGHT,
SEE E-SERIES
SOLID SURFACE, SEE I-SERIES
SOLID PHENOLIC FOLDING
SHOWER SEAT
SEALANT
SOLID SURFACE ACCESSIBLE
SHOWER RECEPTOR
C L
S E E R E F L E C T E D C E
IL
IN
G P L A N
S H O W E R C U R T A
IN
T O F A L L M
IN
B E L O W T O P O F S H O W E R P A N
'-4
SOLID SURFACE,
SEE I-SERIES
CEILING LIGHT,
SEE E-SERIES
BREAKAWAY SHOWER
CURTAIN ROD
GRAB BAR
SEALANT
SOLID SURFACE
ACCESSIBLE SHOWER
RECEPTOR
M
IN
A-561
ADJUSTABLE
HAND SHOWER
SLIDE BAR
SHOWER CADDY
CL
PARTITION TYPE AS
SCHEDULED
1/4" THICK SOLID SURFACE,
DIRECTLY ATTACHED TO
BACKER BOARD
BACKER BOARD ON
METAL STUD
SOLID SURFACE
ACCESSIBLE SHOWER
RECEPTOR
SEALANT
CEMENTITIOUS
WATERPROOF SYSTEM
MEMBRANES OVER THE
SLAB. EXTEND
WATERPROOFING OVER
THE WALL SURFACE BY
MIN. 8"
0' 6"3" 9"
SCALE: 3" = 1'-0"
4"0' 8" 1'-4"
SCALE: 1 1/2" = 1'-0"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y 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
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
S O
U T
H E
A S
T N
A V
A L A
IR
S
T A
T
IO
N
J A
C K
S O
N V
IL
L E
F
L
AS NOTED
MOON TOWNSHIP, PA 15108
100 AIRSIDE DRIVE
GRAPHIC SCALE(S)
JOSEPH HIGGINS
DOMINIC DRDLA
SCOTT WALDROFF
JEREMY DeRYK
/1 /2
:5
:1
P M
P
-E n g in e -2
-A d e ta c h e d
.r v t
A-561
P -6
E
N G
IN
E
R E
P A
IR
F
A C
IL
IT
Y
S H
O W
E R
D E
T A
IL
S
PJD
15216284
RMS MGH
1817922
N A
S J
A C
K S
O N
V
IL
L E
F
L N
A V
F A
C S
E
S O
U T
H E
A S
T
A -5
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
SCALE: 1 1/2" = 1'-0" (A-414)
SHOWER ENCLOSURE - FRONT ELEVATION
SCALE: 1 1/2" = 1'-0" (A-560)
SHOWER ENCLOSURE - SIDE ELEVATION
SCALE: 1 1/2" = 1'-0" (A-560)
SHOWER ENCLOSURE - SIDE ELEVATION
SCALE: 3" = 1'-0" (A-561)
SHOWER RECEPTOR DETAIL
M A
R K
D E
S C
R
IP
TI
O
N D
A
INTUMESCENT AND
HIGH TEMPERATURE LAYERING
ALUMINUM EXPANSION
JOINT COVER
ADJUSTABLE COMPRESSION SPRING
AND PRE ATTACHED FLANGES
FINISHING
PER I-SERIES
SLAB SUPPORT
SEE S-SERIES
UL DESIGN : UL 2079 /
ASTM E119
MECHANICAL ROOM
FACTORY - APPLIED AND CURED
SILICON FACING, COLOR MATCH
ADJACENT SURFACE
FIELD-APPLIED MIN. 3/4"
DEEP INJECTED SEALANT
BAND AND CORNER BEAD
ALONG SIDE OF JOINT
BOTH SIDE
IMPREGNATED
INSULATION FOAM
RIBBED INSULATED PRECAST
CONCRETE PANEL
/2
/2
/2
/2
FACTORY - APPLIED AND CURED
INTUMESCENT LAYER - BOTH
SIDES
4"
EXTERIOR
MECHANICAL ROOM
2'-0"
INTUMESCENT AND
HIGH TEMPERATURE LAYERING
CONTINUOUS ALUMINUM
EXPANSION JOINT COVER
FINISHING
PER I-SERIES
CONTINUOUS SANTOPRENE SEAL
UL DESIGN : UL 2079 /
ASTM E119
SEE PARTITION TYPE IN PLAN
CONTINUOUS VINYL GASKET
ADJUSTABLE COMPRESSION
SPRING AND PRE ATTACHED
FLANGES
ALUMINUM RECESSED FRAME
MECHANICAL ROOM
PRODUCTION FACILITY
0' 6"3" 9"
SCALE: 3" = 1'-0"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y 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
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
S O
U T
H E
A S
T N
A V
A L A
IR
S
T A
T
IO
N
J A
C K
S O
N V
IL
L E
F
L
AS NOTED
MOON TOWNSHIP, PA 15108
100 AIRSIDE DRIVE
GRAPHIC SCALE(S)
JOSEPH HIGGINS
DOMINIC DRDLA
SCOTT WALDROFF
JEREMY DeRYK
/1 /2
:5
:1
P M
P
-E n g in e -2
-A d e ta c h e d
.r v t
A-562
P -6
E
N G
IN
E
R E
P A
IR
F
A C
IL
IT
Y
E X
P A
N S
IO
N
J O
IN
T
D E
T A
IL
S
PJD
15216285
RMS MGH
1817922
N A
S J
A C
K S
O N
V
IL
L E
F
L N
A V
F A
C S
E
S O
U T
H E
A S
T
A -5
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
SCALE: 3" = 1'-0" (A-121)
FIRE-RATED FLOOR TO FLOOR EXPANSION JOINT DETAIL
SCALE: 3" = 1'-0" (A-121)
EXTERIOR WALL DUAL-SIDE SILICON SEAL EXPANSION JOINT DETAIL
SCALE: 3" = 1'-0" (A-121)
SMOKE RATED WALL TO WALL EXPANSION JOINT DETAIL
M A
R K
D E
S C
R
IP
TI
O
N D
A
SECOND FLOOR
14'-0"
/4
1A1.8
3B0.3
STAIR 1
AST200
BREAK ROOM
AG200
FILTER BOX
WATER DISPENSER
A-563
/4
16" ON CENTER
STUD SPACING
ATTACH TO WALL STUDS
WITH #8 FLATHEAD
SCREWS
FILTER BOX
RECOMMENDED
LOCATION FOR WASTE
OUTLET (OPTIONAL),
1-1/4" TRAP NOT
FURNISHED
RECOMMENDED
LOCATION FOR 3/8"
WATER INLET, TO
CONNECT WITH 3/8"
SHUT OFF VALVE IN
FILTER BOX
RECOMMENDED LOCATION
FOR ELECTRICAL SUPPLY.
IT IS RECOMMENDED THAT
THE SUPPLY BE ON
DEDICATED 15A HOSPITAL
GRADE GFCI BREAKER.
WALL CUTOUT
WATER DISPENSER
A-563 2
A-563
STAIR 1
AST200
BREAK ROOM
AG200
WATER DISPENSER
3-5/8" METAL
STUD
1A1.8
3B0.3
1' 2'0' 6"
SCALE: 1" = 1'-0"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y 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
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
S O
U T
H E
A S
T N
A V
A L A
IR
S
T A
T
IO
N
J A
C K
S O
N V
IL
L E
F
L
AS NOTED
MOON TOWNSHIP, PA 15108
100 AIRSIDE DRIVE
GRAPHIC SCALE(S)
JOSEPH HIGGINS
DOMINIC DRDLA
SCOTT WALDROFF
JEREMY DeRYK
/1 /2
:5
:3
P M
P
-E n g in e -2
-A d e ta c h e d
.r v t
A-563
P -6
E
N G
IN
E
R E
P A
IR
F
A C
IL
IT
Y
M
IS
C
D E
T A
IL
S
PJD
15216286
RMS MGH
1817922
N A
S J
A C
K S
O N
V
IL
L E
F
L N
A V
F A
C S
E
S O
U T
H E
A S
T
A -5
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
SCALE: 1" = 1'-0" (A-563)
WATER DISPENSER DETAIL SECTION
SCALE: 1" = 1'-0" (A-563)
WATER DISPENSER DETAIL ELEVATION
SCALE: 1" = 1'-0" (A-420)
WATER DISPENSER DETAIL PLAN
M A
R K
D E
S C
R
IP
TI
O
N D
A
POLYISOCYANURATE
INSULATION - MIN R-25
1/2" COVER BOARD
MODIFIED BITUMEN ROOF
SYSTEM, PER MANUFACTURER
DETAILS
BASE FLASHING AND CAP FLASHING,
PER MANUFACTURER DETAILS
METAL DECK, SEE S-SERIES
BENT PLATE, SEE S-SERIES
CANT STRIP
SPRAY POLYURETHANE FOAM
INSULATION WITH INTUMESCENT
THERMAL BARRIER
STRUCTURAL BEAM,
SEE S-SERIES
COUNTER FLASHING WITH
POSITIVE OUTBOARD SLOPE
MECHANICALLY FASTEN AS PER
NRCA APPROVED DETAILS
6" METAL STUD WITH R-13 BATT INSULATION
SEE S-SERIES FOR
STRUCTURAL MEMBER
METAL DECK,
SEE S-SERIES
SPRAY POLYURETHANE
FOAM INSULATION WITH
INTUMESCENT THERMAL
BARRIER
POLYISOCYANURATE
INSULATION - MIN R-25
1/2" COVER BOARD
MODIFIED BITUMEN ROOF SYSTEM,
PER MANUFACTURER DETAILS
BASE FLASHING AND CAP FLASHING,
PER MANUFACTURER DETAILS
CANT STRIP
RIGID INSULATION - MIN R-3.8
5/8" EXTERIOR SHEATHING
FLUID APPLIED VAPOR
PERMEABLE AIR BARRIER
EXTERIOR SHEATHING ON
RIGID INSULATION
Z-GIRT
1' - 3 1/8"
36'-0"
A-523
MAX.
2"
42'-3"
METAL STUD HEADER,
PER INSTALLER DETAILS
PRE FINISHED METAL COPING,
COLOR MATCH ADJACENT SURFACE 2
N
P
4"0' 8" 1'-4"
SCALE: 1 1/2" = 1'-0"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y 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
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
S O
U T
H E
A S
T N
A V
A L A
IR
S
T A
T
IO
N
J A
C K
S O
N V
IL
L E
F
L
AS NOTED
MOON TOWNSHIP, PA 15108
100 AIRSIDE DRIVE
GRAPHIC SCALE(S)
JOSEPH HIGGINS
DOMINIC DRDLA
SCOTT WALDROFF
JEREMY DeRYK
/1 /2
:5
:3
P M
P
-E n g in e -2
-A d e ta c h e d
.r v t
A-564
P -6
E
N G
IN
E
R E
P A
IR
F
A C
IL
IT
Y
M
IS
C
D E
T A
IL
S
PJD
15216287
RMS MGH
1817922
N A
S J
A C
K S
O N
V
IL
L E
F
L N
A V
F A
C S
E
S O
U T
H E
A S
T
A -5
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
SCALE: 1 1/2" = 1'-0" (A-162)
ROOF DETAIL
M A
R K
D E
S C
R
IP
TI
O
N D
A T
E
SCALE: 1 1/2" = 1'-0"
PLAN DETAIL
NOTES
1. GRID CEILING INSTALLATION TO
MEET THE SEISMIC DESIGN
CATEGORY REQUIREMENT OF
LOCAL JURISDICTION
2. FIXTURES 56 LBS. OR MORE
SHALL BE INDEPENDENTLY
SUPPORTED FROM THE
STRUCTURE ABOVE.
3 5/8" 20 GAUGE METAL STUD COMPRESSION STRUT -
LATERAL BRACING AT 12'-0" ON CENTER MAXIMUM AND
WITHIN 6'-0" OF EACH WALL ATTACHED TO STRUCTURAL
MEMBER ABOVE
POP RIVET ALL TEES TO WALL ANGLE TYPICAL WITH
HEAVY DUTY GRID SYSTEM; LIGHT FIXTURES AND OTHER
EQUIPMENT WEIGHING LESS THAN 56 LBS. TO BE
SUPPORTED BY GRID SYSTEM AND TWO 12 GA. HANGERS
AT OPPOSITE CORNERS (WIRES MAY BE SLACK)
8 GAUGE HANGER AT PERIMETER SUPPORTING MAIN RUNNERS
AND CROSS RUNNERS 8" MAXIMUM FROM WALL - TYP.
ACOUSTICAL TILE PANEL - REFER TO FINISH SCHEDULE
2" WIDE WALL ANGLE TRIM (HORIZONTAL LEG) TYPICAL
AT PERIMETER IN GRIDS LARGER THAN 144 SQ. FT.
8 GAUGE HANGERS AT 48" ON CENTER EACH WAY - TYPICAL
RECESSED LIGHT FIXTURE
8 GAUGE LATERAL BRACING WIRES 2" MAXIMUM
FROM MAIN AND CROSS RUNNER INTERSECTION
EACH DIRECTION AT APPROX. 45 DEGREES -
LOCATE LATERAL BRACING AT 6'-0" OC FROM WALL
AND 12'-0" OC EACH WAY
4'-0
OC
M A X .1
MA
X.
8"
5"
CROSS
RUNNER TEE
MA
X.
MA
IN
RU
NN
ER
TE
E deg2"
LA
TE
RA
L
BR
AC
ING
at
12' -0"
OC
, M
AX
LATERAL
BRACING at 12'-0"
OC MAX.
LATERAL BRACING AT 12'-0"
ON CENTER MAXIMUM
LA
TE
RA
L B
RA
CIN
G A
T
'-0"
ON
CE
NT
ER
MA
XIM
UM
MAX.
8"
45°
4'-0
OC
4'-0"OC M
A X
'-0
CROSS BRACING AT
48" ON CENTER
MAXIMUM
5/8" TYPE "X"
GYPSUM
BOARD
20 GAUGE METAL STUDS AT 16" ON
CENTER MAXIMUM AS FOLLOWS:
UP TO 8'-6" = 1 1/2" STUDS
8'-7" - 11'-3" = 3 5/8" STUDS
11'-4" - 16'-9" = 6" STUDS
RUNNER TRACK
2" WALL ANGLE TRIM - TYPICAL AT PERIMETER
5/8" TYPE "X" GYPSUM BOARD
8 GAUGE HANGERS AT 48" ON CENTER
EACH WAY - TYPICAL
7/8" FURRING CHANNELS AT 24" ON CENTER
8 GAUGE LATERAL BRACING WIRES 2" MAXIMUM
FROM MAIN and CROSS RUNNER INTERSECTION
EACH DIRECTION AT APPROXIMATELY 45
DEGREES - LOCATE LATERAL BRACING AT 48" ON
CENTER FROM WALL - 12'-0" ON CENTER EACH WAY
1 1/2" COLD-ROLLED CHANNELS AT 48" ON CENTER
MAXIMUM
SUSPENDED GYPSUM BOARD
8 GAUGE HANGER AT PERIMETER SUPPORTING
MAIN RUNNERS AND CROSS RUNNERS 8"
MAXIMUM FROM ALL WALLS - TYPICAL
NOTES:
1. SEE DETAIL FOR CONTROL JOINT
2. FOR GYPSUM BOARD CEILING
BRACING SEE DETAIL
L= 2" 6" 8" 10" 15" 20" 24"
3" DIA
STD
2" DIA
STD
1-1/2"
STD
1" DIA
STD
3/4" DIA
STD
1/2" DIA
STD
STRUT
SIZE
NOTES:
1. 12 GA HANGER AT EACH CORNER OF ALL LIGHT FIXTURES AND EQUIPMENT WHICH ADD ANY
WEIGHT TO CEILING.
2. ACOUSTICAL PANEL 24" X 48" OR 24" X 24" (REFER TO REFLECTED CEILING PLAN).
3. POP RIVET ALL TEES TO WALL ANGLE.
4. CONTINUOUS WALL TRIM ANGLE.
5. RECESSED LIGHT FIXTURE.
6. MAIN RUNNER TEES.
7. 12 GA LATERAL BRACING WIRES 2" MAX. FROM MAIN RUNNER AND CROSS RUNNER
INTERSECTION EACH DIRECTION AT APPROXIMATELY 45°.
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .