Amendment_0014_Plan_sheets.pdf
PDF 9 MB Posted
- Attached to
- Explosive Research and Development Laboratory Facility (ERDLF) Re-Procurement, Picatinny Arsenal, NJ
- Solicitation number
- W912DS-15-R-0012
About this file
Amendment 0014_Plan sheets
View the file
Other files
Show all 32
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
C O
M P
O S
I T
E
F
L O
R
P
L A
N
S O
L I C
I T
A T
I O
N
N
O
F I
E
N
A M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
F I
U M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
C O
N T
R A
T
SHEET
IDENTIFICATION
SHEET OF
US Army Corps of Engineers
U S
A
R M
Y
C
O R
S
F
E
N G
I N
E E
R S
D E
S C
R I P
T I O
N M
A R
K A
P P
R
D A
T E
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
New York District
A
M
P
E
R D
L
R e P r o c u r e m e n t C o n D o c s C
A D
S h e e t s A r c h i t e c t u r a l R
P P
A A d w g P
E
R D
L
R e P r o c u r e m e n t C o n D o c s C
A D
S h e e t s A r c h i t e c t u r a l R
P P
A A d w g
J U
R P
P A
A d w g
E X
P L
O S
I V
D
A
D I N
G
F
A C
I L
I T
Y
D O
V E
R
N
W
J
R S
E Y
P I C
A T
I N
Y
S
E N
A L
20060
N E
W
Y
O R
K
D
I S
T R
I C
T
N E
W
Y
O R
K
N
R
K
A-110
X X
X X
X X
X X
X
D
S D
X X
X X
X X
R S
O U
T H
M W
U R
L P
M A
S O
H
N
G E
R
X
D E
S I G
N
B
A C
K C
H E
C K
SCALE: 1" = 20'-0"
COMPOSITE FLOOR PLAN
SCALE: 1" = 20'-0"
COMPOSITE FLOOR PLAN
1 2 1
2 1
20' 10' 0 20' 40' 60'
GRAPHIC SCALE: 1" = 20'
R E
V I S
I O
N
B L D
G
M A
T C
H
L I N
E
M A
T C
H
L I N
E
F.E.C.
F.E.C.
F.E.C.
L I N
E
UP
F.E.C.
P A
R T
I A
L
F
L O
A
N
P R
O C
E S
S I N
G
A
R E
A
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
C O
N T
R A
SHEET
IDENTIFICATION
SHEET OF
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D E
S C
R I P
T I O
N M
A R
K A
P P
R
D A
T E
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
New York District
A
M
P
E
R D
L
R e P r o c u r e m e n t C o n D o c s C
A D
S h e e t s A r c h i t e c t u r a l R
P P
A A d w g P
E
R D
L
R e P r o c u r e m e n t C o n D o c s C
A D
S h e e t s A r c h i t e c t u r a l R
P P
A A d w g
J U
R P
P A
A d w g
E X
P L
O S
I V
A
D I N
G
F
A C
I L
I T
Y
D O
V E
R
N
R S
E Y
P I C
A T
I N
S
E N
A L
20063
N E
W
Y
O R
K
D
I S
T R
I C
T
N E
W
Y
O R
K
N
R
K
A-111
X X
X X
X X
X X
X
D
S D
X X
X X
X X
R S
O U
T H
M W
U R
L P
M A
S O
N
G E
R
X
D E
S I G
N
B
A C
K C
H E
C K
8' 4' 0 8' 16' 24'
GRAPHIC SCALE:
"=1'-0"
SCALE: 1/8" = 1'-0"
PARTIAL FLOOR PLAN
SCALE: 1/8" = 1'-0"
PARTIAL FLOOR PLAN
TAG NOTES
ALUMINUM DOWNSPOUT.
CONCRETE SPLASH BLOCK.
CONCRETE PAD. REFER TO CIVIL DRAWINGS.
INSTALL EXISTING TRENCH DRAIN COVERS.
STEEL LADDER. REFER TO DETAIL 1/A-450.
STEEL PIPE HAND/GUARDRAIL. REFER TO
DETAILS ON SHEET A-450.
DOCK BUMPERS. REFER TO DETAIL 8/A-450.
CONCRETE STAIRS. REFER TO STRUCTURAL
DRAWINGS.
8 FOOT HIGH CHAIN LINK. REFER TO CIVIL
DRAWINGS.
CASEWORK. REFER TO SHEET A-420 FOR
DETAILS.
STEEL LADDER. REFER TO DETAIL 2/A-450.
FENCE GATE. REFER TO CIVIL DRAWINGS.
INSTALL TRENCH DRAIN COVERS. REFER
TO STRUCTURAL DRAWINGS.
CONCRETE WALKWAY. REFER TO CIVIL
DRAWINGS.
GENERAL NOTES
DOOR NUMBER INDICATED WITH .
REFER TO SHEET A-600 FOR DOOR SCHEDULE.
DIMENSIONS OF DOOR OPENINGS ARE FROM
FACE OF NEAREST STUD OR CONCRETE WALL.
WINDOW TYPE INDICATED WITH .
REFER TO SHEET A-510 FOR DETAILS.
WALL TYPE INDICATED WITH . REFER TO
SHEET A-540. WALLS WITHOUT A WALL TYPE
SYMBOL ARE EXISTING WALLS THAT DO NOT
REQUIRE ADDITIONAL WORK. FOR WALL TYPES IN
RESTROOMS. REFER TO SHEET A-400.
1.
2.
3.
TYP.
TYP.
TYP.
TYP.
TYP.
2 2
4 4
4 4 4
3 3 3
3 3
4 4
4 4 4 4
8 8 8 9
7 7 7 7 1 1 1 1
1188889
13 13
13 13
1 1
4 4 5
1 1
11111
8 8 8 8 8
111413
TYPICAL
ALL POST
LOCATIONS
CONSTRUCTION
10" 10" 10" 10" 10" 10"
10" 10" 10" 10" 10" 10"
8'-10"11'-10"12'-4"
9'-4
6"
1'-2
7'-1
TYP.
2'-10
R E
V I S
I O
N
2"
PER SCHEDULE
2"
3'-0"
8"
3'-0"
6"
1'-10"
3'-0"
2"
PER SCHEDULE
2"
2"
2 LAYERS OF 1/2" THICK
GYPSUM BOARD ON 3 5/8"
METAL STUDS @ 24" O.C. MAX.
HOLLOW
METAL
FRAME
FIBERGLASS
REINFORCED
PANEL (FRP) ON
THE INTERIOR
SIDE OF THE
ROOM ONLY
PREFORMED/
PREFINISHED ALUM.
FLASHING, TYP.
FIBERGLASS-REINFORCED
PANEL ENCLOSURE
SECURED @ 8'-0" O.C. TYP.
4"x2" STL CHANNEL
INTERMEDIATE
POST DOOR SUPPORT
HOLLOW METAL
FRAME
2"
2"
INVERTED METAL
CHANNEL
METAL FLASHING
HOLLOW METAL
FRAME
2"x2" STL ANGLE
2 LAYERS OF 1/2" THICK
GYPSUM BOARD ON 3 5/8"
METAL STUDS @ 24" O.C.
MAX.
2"3"2"
7"
HOLLOW METAL
FRAME
FIBERGLASS
REINFORCED
PANEL (FRP) ON
THE INTERIOR
SIDE OF THE
ROOM ONLY
5/8" THICK GYPSUM
BOARD ON 3 5/8"
METAL STUDS @
16" O.C. MAX.
HOLLOW METAL
FRAME
2"2"2"
6"
5/8" THICK GYPSUM
BOARD ON 3 5/8" METAL
STUDS @ 16" O.C. MAX.
HOLLOW METAL
FRAME
2"
2 LAYERS OF 5/8" THICK
GYPSUM BOARD ON 6"
METAL STUDS
@ 16" O.C. MAX.
HOLLOW METAL
FRAME
2"
2"
2 LAYERS OF 5/8" THICK
GYPSUM BOARD ON 6" METAL
STUDS @ 16" O.C. MAX.
HOLLOW METAL
FRAME
2"
FIBERGLASS-REINFORCED
PANEL ENCLOSURE
SECURED @ 8'-0" O.C.
TYP.
15 LBS. ASPHALT
SATURATED FELT
1/2" THICK WATER
RESISTANT SHEATHING
2" THICK RIGID INSULATION WITH
FINISH SYSTEM (EIFS)
FOIL-FACED BATT INSULATION
5/8" THICK GYPSUM
BOARD ON 6" METAL
STUDS @ 16" O.C. MAX.
BACKER ROD
AND SEALANT
HOLLOW
METAL FRAME
2"
2"
2"
2"
15 LBS. ASPHALT
SATURATED FELT
1/2" THICK WATER
RESISTANT SHEATHING
2" THICK RIGID INSULATION
WITH FINISH SYSTEM (EIFS)
FOIL-FACED BATTON
INSULATION
5/8" THICK GYPSUM
BOARDH ON 6" METAL
STUDS @ 16" O.C. MAX.
BACKER ROD AND
SEALANT
HOLLOW
METAL
FRAME
DRIP GROOVE
2" 6"
2"
10"
2"
BLAST DOOR FRAME.
ANCHORS
PER MANUFACTURER
1'-0"
POURED CONCRETE
5/8" GYPSUM BOARD
POURED CONCRETE
5/8" GYPSUM BOARD
BLAST DOOR FRAME.
ANCHORS
PER MANUFACTURER
15 LBS. ASPHALT
SATURATED FELT
1/2" THICK WATER
RESISTANT SHEATHING
4" THICK RIGID INSULATION WITH
FINISH SYSTEM (EIFS)
FOIL-FACED BATT INSULATION
5/8" THICK GYPSUM
BOARD ON 6" METAL
STUDS @ 16" O.C. MAX.
BACKER ROD
AND SEALANT
HOLLOW
METAL FRAME
2"
2"
2"
4"
15 LBS. ASPHALT
SATURATED FELT
1/2" THICK WATER
RESISTANT SHEATHING
4" THICK RIGID INSULATION
WITH FINISH SYSTEM (EIFS)
FOIL-FACED BATTON
INSULATION
5/8" THICK GYPSUM
BOARDH ON 6" METAL
STUDS @ 16" O.C. MAX.
BACKER ROD AND
SEALANT
HOLLOW
METAL
FRAME
DRIP GROOVE
D O
P
T
A I L S
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
C O
N T
R A
SHEET
IDENTIFICATION
SHEET OF
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D E
S C
R I P
T I O
N M
A R
K A
P P
R
D A
T E
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
New York District
A
M
P
E
R D
L
R e P r o c u r e m e n t C o n D o c s C
A D
S h e e t s A r c h i t e c t u r a l R
P P
A A d w g P
E
R D
L
R e P r o c u r e m e n t C o n D o c s C
A D
S h e e t s A r c h i t e c t u r a l R
P P
A A d w g
J U
R P
P A
A d w g
E X
P L
O S
I V
A
D I N
G
F
A C
I L
I T
Y
D O
V E
R
N
R S
E Y
P I C
A T
I N
S
E N
A L
20086
N E
W
Y
O R
K
D
I S
T R
I C
T
N E
W
Y
O R
K
N
R
K
A-500
X X
X X
X X
X X
X
D
S D
X X
X X
X X
R S
O U
T H
M W
U R
L P
M A
S O
N
G E
R
X
D E
S I G
N
B
A C
K C
H E
C K
REFER TO FLOOR PLANS AND ELEVATIONS FOR
LOCATIONS OF ALL DOORS.
REFER TO DOOR SCHEDULE ON SHEET A-600.
REFER TO SPECIFICATION SECTION 08 71 00 FOR
DOOR HARDWARE.
REFER TO SPECIFICATION SECTION 08 11 13 PART
2.6.4 - 2.6.4.2 FOR ANCHORING REQUIREMENTS.
GENERAL NOTES
1.
2.
3.
4.
12'8'4'02'4'
GRAPHIC SCALE:
"=1'-0"
SCALE: 1/4" = 1'-0"
DOOR TYPES
SCALE: 1/4" = 1'-0"
FRAME TYPES
A B C 1 2
2'1'06"1'
GRAPHIC SCALE: 1
"=1'-0"
SCALE: 1 1/2" = 1'-0"
HEAD DETAIL
1 1
SCALE: 1 1/2" = 1'-0"
JAMB DETAIL
SCALE: 1 1/2" = 1'-0"
HEAD DETAIL
3 1
SCALE: 1 1/2" = 1'-0"
JAMB DETAIL
SCALE: 1 1/2" = 1'-0"
HEAD DETAIL
9 1
SCALE: 1 1/2" = 1'-0"
JAMB DETAIL
SCALE: 1 1/2" = 1'-0"
HEAD DETAIL
7 1
SCALE: 1 1/2" = 1'-0"
JAMB DETAIL
SCALE: 1 1/2" = 1'-0"
HEAD DETAIL
5 1
SCALE: 1 1/2" = 1'-0"
JAMB DETAIL
SCALE: 1 1/2" = 1'-0"
HEAD DETAIL
13 1
SCALE: 1 1/2" = 1'-0"
JAMB DETAIL
SCALE: 1 1/2" = 1'-0"
HEAD DETAIL
11 1
SCALE: 1 1/2" = 1'-0"
JAMB DETAIL
R E
V I S
I O
N
1'-0"6"
4"
EXISTING 6" METAL
STUD AT 16" O.C.
5/8" IMPACT RESISTANT
GYPSUM BOARD
EXISTING 12"
POURED
CONCRETE
TOP OF GYPSUM BOARD
EL. = 10' A.F.F.
METAL "J" TRIM
SCALE: 1" = 1'-0"
WALL TYPES
3 5/8" METAL STUD
AT 16" O.C.
5/8" IMPACT RESISTANT
GYPSUM BOARD
3 5/8" METAL STUD
AT 16" O.C.
TWO LAYERS - 5/8"
IMPACT RESISTANT
GYPSUM BOARD
4" EIFS SYSTEM
4" EIFS SYSTEM
4"
EXISTING
3 5/8" METAL STUD
AT 16" O.C.
5/8" WATER RESISTANT
GYPSUM BOARD
5/8" IMPACT RESISTANT
GYPSUM BOARD
BREAK ROOM SIDE
6"
4"
6" METAL STUD AT
16" O.C.
5/8" IMPACT RESISTANT
GYPSUM BOARD
4" EIFS SYSTEM
12" POURED
CONCRETE
1'-0"
2" EIFS SYSTEM
4" EIFS SYSTEM
4"
EXISTING 3 5/8"
METAL STUD
AT 16" O.C.
EXISTING 3 5/8" METAL
STUD AT 16" O.C.
TWO LAYERS - 5/8" IMPACT
RESISTANT GYPSUM
BOARD
5/8" IMPACT RESISTANT
GYPSUM BOARD
6"
2"
5/8" GYPSUM BOARD
5/8" IMPACT RESISTANT
GYPSUM BOARD
6"
2"
EXISTING 6" METAL STUD AT 16"
O.C.
5/8" IMPACT RESISTANT
GYPSUM BOARD
6" METAL STUD AT 16" O.C.
FIBERGLASS
REINFORCED
ENCLOSURE PANEL
SECURED @ 8'-0"
O.C. OR PER
MANUFACTURER'S
RECOMMENDATION
STEEL POST
BEYOND
2" EIFS SYSTEM
6"
EXISTING 6" METAL
STUD AT 16" O.C.
2 LAYERS 5/8" IMPACT
RESISTANT GYPSUM
BOARD - EACH SIDE
TOP OF GYPSUM BOARD
EL. = 10' A.F.F.
METAL "J" TRIM
1'-0"
EXISTING 12"
POURED
CONCRETE
5/8" GYPSUM BOARD
LAMINATED TO EXISTING
CONCRETE WALL
1/2" EXTERIOR GRADE
GYPSUM BOARD
SHEATHING
FOIL FACED BATT
INSULATION
15 LB ASPHALT
SATURATED
BUILDING FELT
FOIL FACED BATT
INSULATION
1/2" EXTERIOR GRADE
GYPSUM BOARD
SHEATHING
FOIL FACED BATT
INSULATION
PRE-FINISHED ALUMINUM
FLASHING
FIBERGLASS REINFORCED
ENCLOSURE PANEL
SECURED @ 8'-0" O.C. OR
PER MANUFACTURER'S
RECOMMENDATIONS
1/2" EXTERIOR GRADE GYPSUM
BOARD SHEATHING
FOIL FACED BATT
INSULATION
PRE-FINISHED ALUMINUM
FLASHING
FIBERGLASS REINFORCED
ENCLOSURE PANEL
SECURED @ 8'-0" O.C. OR
PER MANUFACTURER'S
RECOMMENDATIONS
15 LB ASPHALT SATURATED
BUILDING FELT
1/2" EXTERIOR GRADE GYPSUM
BOARD SHEATHING
DOUBLE STUD OR
COLUMN BEYOND
15 LB ASPHALT SATURATED
BUILDING FELT
DOUBLE STUD OR
COLUMN BEYOND
TWO LAYERS - 5/8"
WATER RESISTANT
GYPSUM BOARD
UL #
UL #
UL #
TWO LAYERS - 5/8" WATER
RESISTANT GYPSUM
BOARD
6"
4"
EXISTING 6" METAL
STUD AT 16" O.C.
5/8" WATER RESISTANT
GYPSUM BOARD
4" EIFS SYSTEM
1/2" EXTERIOR GRADE
GYPSUM BOARD SHEATHING
FOIL FACED BATT
INSULATION
15 LB ASPHALT SATURATED
BUILDING FELT
6"
4"
EXISTING 6" METAL
STUD AT 16" O.C.
4" EIFS SYSTEM
1/2" EXTERIOR GRADE
GYPSUM BOARD
SHEATHING
FOIL FACED BATT
INSULATION
15 LB ASPHALT
SATURATED
BUILDING FELT
6"
4"
EXISTING 6" METAL
STUD AT 16" O.C.
5/8" CEMENT BOARD
4" EIFS SYSTEM
1/2" EXTERIOR GRADE
GYPSUM BOARD
SHEATHING
FOIL FACED BATT
INSULATION
15 LB ASPHALT
SATURATED
BUILDING FELT
5/8" CEMENT BOARD
CERAMIC WALL TILE
TOP OF TILE
5'-0" A.F.F.
CERAMIC WALL TILE
6"
EXISTING 6" METAL
STUD AT 16" O.C.
5/8" WATER RESISTANT
GYPSUM BOARD
FOIL FACED BATT
INSULATION
5/8" CEMENT BOARD
CERAMIC WALL TILE
TOP OF TILE
5'-0" A.F.F.
5/8" CEMENT BOARD
CERAMIC WALL TILE
6"
EXISTING 6" METAL
STUD AT 16" O.C.
5/8" WATER RESISTANT
GYPSUM BOARD
FOIL FACED BATT
INSULATION
5/8" CEMENT BOARD
CERAMIC WALL TILE
TOP OF TILE
5'-0" A.F.F.
6"
EXISTING 6" METAL
STUD AT 16" O.C.
5/8" WATER RESISTANT
GYPSUM BOARD
FOIL FACED BATT
INSULATION
5/8" CEMENT BOARD
CERAMIC WALL TILE
TOP OF TILE
5'-0" A.F.F.
6"
EXISTING 6" METAL
STUD AT 16" O.C.
5/8" WATER RESISTANT
GYPSUM BOARD
FOIL FACED BATT
INSULATION
5/8" CEMENT BOARD
CERAMIC WALL TILE
5/8" IMPACT RESISTANT
GYPSUM BOARD
TOP OF TILE
5'-0" A.F.F.
6"
EXISTING 6" METAL
STUD AT 16" O.C.
FOIL FACED BATT
INSULATION
5/8" CEMENT BOARD
CERAMIC WALL TILE
TOP OF GYPSUM BOARD
EL. = 10' A.F.F.
METAL "J" TRIM
4"
5/8" IMPACT RESISTANT
GYPSUM BOARD
4" METAL STUD AT 16" O.C.
2" EIFS SYSTEM
FOIL FACED BATT
INSULATION
PRE-FINISHED ALUMINUM
FLASHING
FIBERGLASS REINFORCED
ENCLOSURE PANEL
SECURED @ 8'-0" O.C. OR
PER MANUFACTURER'S
RECOMMENDATIONS
15 LB ASPHALT SATURATED
BULIDING FELT
1/2" EXTERIOR GRADE GYPSUM
BOARD SHEATHING
DOUBLE STUD OR
COLUMN BEYOND
2"
1 2 3 4 5 6
13 14 15 16 17 18
22212019
15 LB ASPHALT
SATURATED
BUILDING FELT
FIBERGLASS REINFORCED
PANEL
CORRIDOR SIDEROOM SIDE
CORRIDOR SIDEROOM SIDE
FIBERGLASS REINFORCED
PANEL
1'-0"
12" POURED
CONCRETE
5/8" GYPSUM BOARD
LAMINATED TO
CONCRETE WALL
W A
L L
T
Y P
E S
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
C O
N T
R A
SHEET
IDENTIFICATION
SHEET OF
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D E
S C
R I P
T I O
N M
A R
K A
P P
R
D A
T E
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
New York District
A
M
P
E
R D
L
R e P r o c u r e m e n t C o n D o c s C
A D
S h e e t s A r c h i t e c t u r a l R
P P
A A d w g P
E
R D
L
R e P r o c u r e m e n t C o n D o c s C
A D
S h e e t s A r c h i t e c t u r a l R
P P
A A d w g
J U
R P
P A
A d w g
E X
P L
O S
I V
A
D I N
G
F
A C
I L
I T
Y
D O
V E
R
N
R S
E Y
P I C
A T
I N
S
E N
A L
20088
N E
W
Y
O R
K
D
I S
T R
I C
T
N E
W
Y
O R
K
N
R
K
A-540
X X
X X
X X
X X
X
D
S D
X X
X X
X X
R S
O U
T H
M W
U R
L P
M A
S O
N
G E
R
X
D E
S I G
N
B
A C
K C
H E
C K
GRAPHIC SCALE: 1"=1'-0"
1' 2' 3'06"1'
R E
V I S
I O
N
H
E D
U L E
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
C O
N T
R A
SHEET
IDENTIFICATION
SHEET OF
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D E
S C
R I P
T I O
N M
A R
K A
P P
R
D A
T E
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
New York District
A
M
P
E
R D
L
R e P r o c u r e m e n t C o n D o c s C
A D
S h e e t s A r c h i t e c t u r a l R
P P
A A d w g P
E
R D
L
R e P r o c u r e m e n t C o n D o c s C
A D
S h e e t s A r c h i t e c t u r a l R
P P
A A d w g
J U
R P
P A
A d w g
E X
P L
O S
I V
A
D I N
G
F
A C
I L
I T
Y
D O
V E
R
N
R S
E Y
P I C
A T
I N
S
E N
A L
20091
N E
W
Y
O R
K
D
I S
T R
I C
T
N E
W
Y
O R
K
N
R
K
A-600
X X
X X
X X
X X
X
D
S D
X X
X X
X X
R S
O U
T H
M W
U R
L P
M A
S O
N
G E
R
X
D E
S I G
N
B
A C
K C
H E
C K
DOOR SCHEDULE
DOOR NUMBER DOOR SIZE WIDTH X HEIGHT LABEL
DOOR
TYPE
DOOR
MATERIAL
DOOR THICKNESS GLASS FRAME MATERIAL FRAME TYPE HEAD DETAIL JAMB DETAIL
TRESHOLD
DETAIL
NOTES HARDWARE SET KEY SIDE
DOOR
NUMBER
001A 3'-0"x7'-0" --- A INS/MTL 1 3/4" --- HM 1 11/A-500 12/A-500 5 NK 001A
001B 3'-0"x7'-0" --- A INS/MTL 1 3/4" --- HM 1 11/A-500 12/A-500 1 5 NK 001B
001C 3'-0"x7'-0" --- A INS/MTL 1 3/4" --- HM 1 11/A-500 12/A-500 1 5 NK 001C
001D 3'-0"x7'-0" --- A INS/MTL 1 3/4" --- HM 1 11/A-500 12/A-500 1 5 NK 001D
002 3'-0"x7'-0" --- C INS/MTL 1 3/4" INSULATED HM 1 1/A-500 2/A-500 12 EXT 002
002A PR 3'-0" x7'-0" --- C HM 1 3/4" SAFETY HM 1 5/A-500 6/A-500 14 NK 002A
003A 3'-0"x7'-0" --- A INS/MTL 1 3/4" --- HM 1 11/A-500 12/A-500 1 5 NK 003A
003B 3'-0"x7'-0" --- A INS/MTL 1 3/4" --- HM 1 11/A-500 12/A-500 1 5 NK 003B
003C PR 3'-0"x7'-0" --- A INS/MTL 1 3/4" --- HM 1 11/A-500 12/A-500 1 14 NK 003C
004 3'-0"x7'-0" --- C INS/MTL 1 3/4" INSULATED HM 1 1/A-500 2/A-500 12 EXT 004
005A 3'-0"x7'-0" --- A HM 1 3/4" --- HM 1 7/A-500 8/A-500 5 EXT 005A
005B 3'-0"x7'-0" --- A HM 1 3/4" --- HM 1 7/A-500 8/A-500 5 EXT 005B
006A PR 3'-0"x7'-0" --- A INS/MTL 1 3/4" --- HM 1 11/A-500 12/A-500 14 NK 006A
006B 3'-0"x7'-0" --- A INS/MTL 1 3/4" --- HM 1 11/A-500 12/A-500 6 NK 006B
007 3'-0"x7'-0" --- A HM 1 3/4" --- HM 1 7/A-500 8/A-500 5 EXT 007
009 3'-0"x7'-0" --- A HM 1 3/4" --- HM 1 7/A-500 8/A-500 5 EXT 009
100 3'-0"x7'-0" --- A INS/MTL 1 3/4" --- HM 1 1/A-500 2/A-500 12 008 100
101 3'-0"x7'-0" --- A INS/MTL 1 3/4" --- HM 1 1/A-500 2/A-500 1 12 EXT 101
102A 3'-0"x7'-0" --- A ACW 1 3/4" --- HM 1 5/A-500 6/A-500 1 6 NK 102A
102B 3'-0"x7'-0" --- A ACW 1 3/4" --- HM 1 5/A-500 6/A-500 1 6 NK 102B
103 3'-0"x7'-0" --- A ACW 1 3/4" --- HM 1 5/A-500 6/A-500 1 2 101 103
104 3'-0"x7'-0" --- A ACW 1 3/4" --- HM 1 5/A-500 6/A-500 1 3 NK 104
105 3'-0"x7'-0" --- A ACW 1 3/4" --- HM 1 5/A-500 6/A-500 1 3 NK 105
106 3'-0"x7'-0" --- A INS/MTL 1 3/4" --- HM 1 1/A-500 2/A-500 1 008 106
107 3'-0"x7'-0" --- A INS/MTL 1 3/4" --- HM 1 1/A-500 2/A-500 1 008 107
108 3'-0"x7'-0" --- A INS/MTL 1 3/4" --- HM 1 1/A-500 2/A-500 1 008 108
200 3'-0"x7'-0" --- A HM 1 3/4" --- HM 1 9/A-500 10/A-500 1 7 223 200
201 PR 3'-0"x7'-0" --- A HM 1 3/4" --- HM 1 9/A-500 10/A-500 10 223 201
202 3'-0"x7'-0" --- A HM 1 3/4" --- HM 1 9/A-500 10/A-500 1 10 223 202
203 3'-0"x7'-0" --- A INS/MTL 1 3/4" --- HM 1 1/A-500 2/A-500 9 EXT 203
204 3'-0"x7'-0" --- A HM 1 3/4" --- HM 1 5/A-500 6/A-500 1 204A 204
204A 3'-0"x7'-0" --- A HM 1 3/4" --- HM 1 5/A-500 6/A-500 1 003 204A
206 PR 3'-0"x8'-0" --- B HM 1 3/4" --- HM 2 3/A-500 4/A-500 11 001 206
207 PR 3'-0"x8'-0" --- B HM 1 3/4" --- HM 2 3/A-500 4/A-500 11 001 207
207A PR 3'-0"x8'-0" --- B HM 1 3/4" --- HM 2 5/A-500 6/A-500 4 001 207A
208 PR 3'-0"x8'-0" 1 HR B HM 1 3/4" --- HM 2 3/A-500 4/A-500 11 001 208
209 PR 3'-0"x8'-0" 1 HR B HM 1 3/4" --- HM 2 3/A-500 4/A-500 11 003 209
210 PR 3'-0"x8'-0" 1 HR B HM 1 3/4" --- HM 2 3/A-500 4/A-500 11 001 210
211 PR 3'-0"x8'-0" --- B HM 1 3/4" --- HM 2 3/A-500 4/A-500 11 001 211
213 PR 3'-0"x8'-0" --- B HM 1 3/4" --- HM 2 3/A-500 4/A-500 11 003 213
214 PR 3'-0"x8'-0" --- B HM 1 3/4" --- HM 2 3/A-500 4/A-500 11 001 214
215 PR 3'-0"x8'-0" --- B HM 1 3/4" --- HM 2 3/A-500 4/A-500 11 003 215
216 PR 3'-0"x8'-0" --- B HM 1 3/4" --- HM 2 3/A-500 4/A-500 11 001 216
218 PR 3'-0"x8'-0" --- B HM 1 3/4" --- HM 2 9/A-500 10/A-500 1 11 003 218
219 PR 3'-0"x8'-0" --- B HM 1 3/4" --- HM 2 3/A-500 4/A-500 11 003 219
219A PR 3'-0"x8'-0" --- B HM 1 3/4" --- HM 2 5/A-500 6/A-500 1 13 004 219A
220 3'-0"x7'-0" --- A --- --- --- --- --- 13/A-500 14/A-500 3 16 002 220
222 3'-0"x7'-0" --- A HM 1 3/4" --- HM 1 1/A-500 2/A-500 8 EXT 222
222A 3'-0"x7'-0" 1 HR A HM 1 3/4" --- HM 1 9/A-500 10/A-500 1 218 222A
223 EXISTING --- --- --- --- --- --- --- --- --- 2 15 223 223
301 PR 3'-0"x8'-0" --- B HM 1 3/4" --- HM 2 3/A-500 4/A-500 11 003 301
302 PR 3'-0"x8'-0" --- B HM 1 3/4" --- HM 2 3/A-500 4/A-500 11 003 302
314 3'-0"x7'-0" --- A --- --- --- --- --- 13/A-500 14/A-500 3 16 004 314
400 PR 3'-0"x8'-0" 2 HR B HM 1 3/4" --- HM 2 3/A-500 4/A-500 11 006 400
401 PR 3'-0"x8'-0" 2 HR B HM 1 3/4" --- HM 2 3/A-500 4/A-500 11 006 401
402 PR 3'-0"x8'-0" 2 HR B HM 1 3/4" --- HM 2 3/A-500 4/A-500 11 006 402
403 PR 3'-0"x8'-0" 2 HR B HM 1 3/4" --- HM 2 3/A-500 4/A-500 1 11 006 403
NOTES
1. INSTALL NEW DOOR IN EXISTING FRAME
2. EXISTING OVERHEAD COILING DOOR
3. DOOR SHALL MEET BLAST DOOR REQUIREMENTS
PER SPECIFICATION 08 39 54
LEGEND
PR = PAIR
ACW = AGRIFIBER CORE WODD
INS/MTL= INSULATED MATERAL
HW = HOLLOW METAL
HR = HOUR
NK = NO KEY
EXT = EXTERIOR
R E
V I S
I O
N
LPH-1A #1
SS
HAZARD WARNING
SWITCH/LIGHT
(TYP.)
APL-2A#20
APL-2A#20
APL-2A#22
APL-2A#22
3 3
APL-2A#26
H
H
H
H
H
PARKING LIGHT
OVERRIDE SWITCH.
EP
LPH-1A #3
LPH-1A #5
LPH-1A #9
LPH-1A #7
DPH-EM #1
DPH-EM #1
L5 L5 L5 L5 L5 L5 L5 L5 L5
L5 L5 L5
L5L5L5
L5L5L5L5L5L5L5L5L5
L5 L5 L5
L4 L4 L4 L4
L4L4L4L4
L4 L4 L4 L4
L5 L5 L5
L5 L5 L5
L5 L5 L5
L5L5L5
L5
L5 L5
L5
L5
L5
L5L5L5
L6 L6
L4
L4
L4
L4 L4
L4 L4
L4
L4
L5
L5
L4 L4 L4
L4L4
L4
L4
L5 L5 L5
L5L5L5L5
L5
L5 L5 L5
L5L5L5
L4
EP
EXPLOSION PROOF
L4
L4
M A
T C
H L
I N
E
A
M
A T
C H
L I N
E
A
APL-2A#24
APL-2A#24
WP
APL-2A#26
b a a b b
H
H
H b a
EP
L3
LPH-1A #9
LPH-1A #7
DPH-EM #2
LPH-1A #11
DPH-EM #1
DPH-EM #3
L5 L5 L5
L5L5L5L5
L5
L5 L5 L5
L5L5L5
L4
L4
L4
L4
L4
L4 L4
L5 L5 L5
L5L5L5
L5 L5 L5
L5L5L5
L5 L5 L5
L5L5L5
L5 L5 L5 L5
L5 L5 L5 L5
L5 L5 L5 L5
L5 L5 L5
L5 L5 L5 L5
L5 L5
L5
L5
L5
L4
L4
L4
L4
EP
L4
L4
L4
L4
L4
UP
M A
T C
H L
I N
E
A
M
A T
C H
L I N
E
A
M A
T C
H L
I N
E
B
M
A T
C H
L I N
E
B
P A
R T
I A
L
F
L O
A
N
L I G
H T
I N
G
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
C O
N T
R A
SHEET
IDENTIFICATION
SHEET OF
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D E
S C
R I P
T I O
N M
A R
K A
P P
R
D A
T E
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
New York District
A
M
P
E
R D
L
R e P r o c u r e m e n t C o n D o c s C
A D
S h e e t s E l e c t r i c a l R
P P
A E
L d w g P
E
R D
L
R e P r o c u r e m e n t C o n D o c s C
A D
S h e e t s E l e c t r i c a l R
P P
A E
L d w g
J U
R P
P A
E
L d w g
E X
P L
O S
I V
A
D I N
G
F
A C
I L
I T
Y
D O
V E
R
N
R S
E Y
P I C
A T
I N
S
E N
A L
200167
N E
W
Y
O R
K
D
I S
T R
I C
T
N E
W
Y
O R
K
N
R
K
EL111
X X
X X
X X
X X
X
D
S D
X X
X X
X X
R
M
A Y
S
C A
F D
E P
M A
S O
N
G E
R
X
D E
S I G
N
B
A C
K C
H E
C K
8' 4' 0 8' 16' 24'
GRAPHIC SCALE:
"=1'-0"
SCALE: 1/8" = 1'-0"
PARTIAL FLOOR PLAN - LIGHTING
SCALE: 1/8" = 1'-0"
PARTIAL FLOOR PLAN - LIGHTING
GENERAL NOTES
1. REFER TO SHEET E-001 FOR GENERAL NOTES, ETC.
2. REFER TO SHEET EL601 FOR LIGHT FIXTURE SCHEDULE.
3. ALL ELECTRICAL WORK SHOWN IS NEW WORK UNLESS OTHERWISE NOTED.
4. SEE SHEET EL602 FOR LIGHTING CONTROL DETAILS AND NOTES.
5. EXTERIOR HAZARD WARNING LIGHTS SHALL BE MOUNTED IN VISIBLE LOCATION FROM THE ROAD.
COORDINATE FINAL LOCATION WITH THE CONTRACTING OFFICER.
6. FOR NEC-2 AREAS - WIRING SHALL BE INSTALLED IN RIGID STEEL CONDUIT.
SEE NOTE 5. TYPICAL FOR
EXTERIOR HAZARD WARNING LIGHT
NEC HAZARD LEGEND
ROOM IS A HAZARDOUS AREA. ALL EQUIPMENT INSTALLED IN
THIS AREA SHALL BE RATED CLASS 1 AND CLASS 2, DIVISION 1
AREA AND MEET THE REQUIREMENTS OF DA PAM 385-64
AMMUNITION AND EXPLOSIVES SAFETY STANDARDS.
NEC-2
ROOM IS A NON-HAZARDOUS AREANEC-1
R E
V I S
I O
N
I G
H T
I N
G
F
I X
T U
H
E D
U L E
S
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
C O
N T
R A
SHEET
IDENTIFICATION
SHEET OF
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D E
S C
R I P
T I O
N M
A R
K A
P P
R
D A
T E
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
New York District
A
M
P
E
R D
L
R e P r o c u r e m e n t C o n D o c s C
A D
S h e e t s E l e c t r i c a l R
P P
A E
L d w g P
E
R D
L
R e P r o c u r e m e n t C o n D o c s C
A D
S h e e t s E l e c t r i c a l R
P P
A E
L d w g
J U
R P
P A
E
L d w g
E X
P L
O S
I V
A
D I N
G
F
A C
I L
I T
Y
D O
V E
R
N
R S
E Y
P I C
A T
I N
S
E N
A L
200183
N E
W
Y
O R
K
D
I S
T R
I C
T
N E
W
Y
O R
K
N
R
K
EL601
X X
X X
X X
X X
X
D
S D
X X
X X
X X
R
M
A Y
S
C A
F D
E P
M A
S O
N
G E
R
X
D E
S I G
N
B
A C
K C
H E
C K
C
A B
3-WAY SWITCH
VARIABLE SPEED SMOKE EXHAUST FAN
FUNCTION
D
DESCRIPTION
EM
EM/NL
DAYBRITE 2DPG232FS01277 3 32WT8
(48")
DAYBRITE 2P4GA23226FL277 3 32WT8
(48")
APPLETON
MLAF84J3GBUL
42W
DAYBRITE 1FD332PP277 3 32WT8
(48")
APPLETON ARS432-277S0 4 32WT8
(48")
(IF APPLICABLE)
H
154W
O/R
O/R
OVERRIDE LIGHTING SWITCH
42W
1 120
HAZARD WARNING LIGHTS SHALL BE
ROTATING TYPE, UL LISTED,
EXPLOSION-PROOF AND WATER
TIGHT, RED IN COLOR. MFCR:
FEDERAL SIGNAL 151XST - 120R OR
EQUAL OR EQUAL.
2'x4' RECESSED PRISMATIC LENS
FIXTURE. 'L1A' INDICATES SURFACE
MOUNTED FIXTURE.
2'x4' RECESSED PARABOLIC WITH
HE BALLAST
WEATHER PROOF & EXPLOSION
PROOF COMPACT FLUORESCENT:
ENCLOSED AND GASKETED
FIXTURES SUITABLE FOR USE
UNDER CONDITIONS DEFINED BY
THE NATIONAL ELECTRICAL CODE
AS CLASS I, DIVISION 2; CLASS II,
DIVISION 1 AND 2.
PENDANT MTD. INDUSTRIAL FLUOR.
INDUSTRIAL FLUOR. FIXTURE 1'x4'
PENDANT MTD. EXPLOSION PROOF
FIXTURE
16 'LED PARKING LIGHTS
TYPE III LIGHT DISTRIBUTION
8 ' LED OUTDOOR EXIT LIGHTS
GANG OF SWITCHES UNDER SINGLE SWITCH PLATE. LETTERS
DESIGNATE LIGHTING ZONES, NUMBERS DESIGNATE
FUNCTION OF SWITCHES. SEE TABLE BELOW:
BUILDING STANDARD EXIT LIGHT SHADE INDICATES FACE(S),
ARROW(S) INDICATE DIRECTIONS.
FIXTURE WITH EMERGENCY BATTERY BALLAST
EMERGENCY NIGHT LIGHT
CEILING MOUNTED OCCUPANCY SENSOR
CONTROL SWITCH FOR HAZARD WARNING LIGHT (120V). CONTROL SWITCH
SHALL BE EXPLOSION - PROOF
(OR
EQUIVALENT)
FIXTURE
DESIGNATION
FIXTURE DESCRIPTION MODEL No.
MLWF84J3GBU
(PENDANT)
(WALL)
(PENDANT)
(WALL)
(TRT)
LIGHT FIXTURE SCHEDULE
L4
H
NOTE: THE MANUFACTURE AND MODEL OF EACH LIGHT FIXTURE TYPE LISTED IS THE BASIS OF DESIGN FIXTURE.
APPROVED EQUIVALENT LIGHT FIXTURE FORE THESE ARE ACCEPTABLE.
L1
L2
L5
P
E
X
EP
EXPLOSION PROOF EXIT LIGHT. SHADE INDICATES FACE(S).
ARROW(S) INDICATE DIRECTION.
BetaLED
ARE-EDG-3M-DA
SEC-EDF-4M-WM
154W
DAYBRITE VSWAE232277 2 32WT8
(48")
APPLETON ARS432-277S0 4 32WT8
(48")
SUPPLEMENTARY PENDANT EXPLOSION
PROOF INDUSTRIAL DIRECTIONAL
FIXTURE FOR KETTLES. 1'X4' MOUNT AT
45 DEGREES.
SURFACE MOUNTED
FLUORESCENT FIXTURE. GASKET
FOR MOISTURE. 1' x 4'
L6
L8
L3a
L3
BetaLED
R E
V I S
I O
N
F.E.C.
F.E.C.
EP
EP
EP
EP EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
WP
EP
EP
WP
WPWPWP
M
T C
H L
I N
E
A
M
A T
C H
L I N
E
A
UP
F.E.C.
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP EP
EP
EP
EP
EP
EP
EP
EP
EP EP EP EP
EP
EP
EP
EP
EP
EP
EP
WP
M A
T C
H L
I N
E
B
M
A T
C H
L I N
E
B
P A
R T
I A
L
F
L O
A
N
P
O W
E R
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
C O
N T
R A
SHEET
IDENTIFICATION
SHEET OF
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D E
S C
R I P
T I O
N M
A R
K A
P P
R
D A
T E
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
New York District
A
M
P
E
R D
L
R e P r o c u r e m e n t C o n D o c s C
A D
S h e e t s E l e c t r i c a l R
P P
A E
P d w g P
E
R D
L
R e P r o c u r e m e n t C o n D o c s C
A D
S h e e t s E l e c t r i c a l R
P P
A E
P d w g
J U
R P
P A
E
P d w g
E X
P L
O S
I V
A
D I N
G
F
A C
I L
I T
Y
D O
V E
R
N
R S
E Y
P I C
A T
I N
S
E N
A L
200169
N E
W
Y
O R
K
D
I S
T R
I C
T
N E
W
Y
O R
K
N
R
K
EP111
X X
X X
X X
X X
X
D
S D
X X
X X
X X
R
M
A Y
S
C A
F D
E P
M A
S O
N
G E
R
X
D E
S I G
N
B
A C
K C
H E
C K
8' 4' 0 8' 16' 24'
GRAPHIC SCALE:
"=1'-0"
SCALE: 1/8" = 1'-0"
PARTIAL FLOOR PLAN - POWER
SCALE: 1/8" = 1'-0"
PARTIAL FLOOR PLAN - POWER
GENERAL NOTES
1. REFER TO SHEET E-001 FOR GENERAL NOTES, ETC.
2. ALL ELECTRICAL WORK SHOWN IS NEW WORK UNLESS OTHERWISE NOTED.
3. FOR NEC-2 AREAS - ALL WIRING PROVIDED IN EXPOSED CONDUIT SHALL BE INSTALLED IN RIGID STEEL
CONDUIT.
SHEET NOTES
PROVIDE 120V RECEPTACLE FOR BMS PANEL.1
NEC HAZARD LEGEND
ROOM IS A HAZARDOUS AREA. ALL EQUIPMENT INSTALLED IN
THIS AREA SHALL BE RATED CLASS 1 AND CLASS 2, DIVISION 1
AREA AND MEET THE REQUIREMENTS OF DA PAM 385-64
AMMUNITION AND EXPLOSIVES SAFETY STANDARDS.
NEC-2
ROOM IS A NON-HAZARDOUS AREANEC-1
R E
V I S
I O
N
EF-2
A
T C
H L
I N
E
A
M
A T
C H
L I N
E
A
UP
FIXED
LADDER
FIXED
LADDER
EF-2
UH-3
UH-1
M A
T C
H L
I N
E
A
M
A T
C H
L I N
E
A
M A
T C
H L
I N
E
B
M
A T
C H
L I N
E
B
P A
R T
I A
L
D
E M
O L I T
I O
N
F
L O
O R
P L A
N
P
O W
E R
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
C O
N T
R A
SHEET
IDENTIFICATION
SHEET OF
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D E
S C
R I P
T I O
N M
A R
K A
P P
R
D A
T E
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
New York District
A
M
P
E
R D
L
R e P r o c u r e m e n t C o n D o c s C
A D
S h e e t s E l e c t r i c a l R
P P
A E
P D d w g P
E
R D
L
R e P r o c u r e m e n t C o n D o c s C
A D
S h e e t s E l e c t r i c a l R
P P
A E
P D d w g
J U
R P
P A
E
P D d w g
E X
P L
O S
I V
A
D I N
G
F
A C
I L
I T
Y
D O
V E
R
N
R S
E Y
P I C
A T
I N
S
E N
A L
200168
N E
W
Y
O R
K
D
I S
T R
I C
T
N E
W
Y
O R
K
N
R
K
EPD111
X X
X X
X X
X X
X
D
S D
X X
X X
X X
R
M
A Y
S
C A
F D
E P
M A
S O
N
G E
R
X
D E
S I G
N
B
A C
K C
H E
C K
SCALE: 1/8" = 1'-0"
PARTIAL DEMOLITION FLOOR PLAN - POWER
8' 4' 0 8' 16' 24'
GRAPHIC SCALE:
"=1'-0"
SHEET NOTES
CONDUIT STUB UP THROUGH SLAB W/ PULLSTRING
INSTALLED. DEVICE OR EQUIPMENT HAVE NOT
BEEN INSTALLED.
EQUIPMENT INSTALLED. CONDUIT AND
CONDUCTORS HAVE NOT BEEN INSTALLED.
UNDERGROUND CONDUITS FROM TRANSFORMER
AND GENERATOR LOCATIONS HAVE NOT BEEN
INSTALLED. STUB-OUTS ONLY.
TWO - 1" CONDUIT STUB UP THROUGH SLAB.
THREE - 1" CONDUIT STUB UP THROUGH SLAB.
(EXISTING TO REMAIN)
SHEET NOTES
CONDUIT STUB UP THROUGH SLAB WITH OUTLET
BOX AND CONDUCTORS INSTALLED.
RECEPTACLES HAVE NOT BEEN INSTALLED.
REMOVE CONDUCTORS AND LEAVE CONDUIT IN
PLACE.
IN-SLAB CONDUIT STUB OUTS FROM BUILDING.
CONDUITS ARE DAMAGED AND SHALL BE
REPLACED.
(EXISTING FOR DEMOLITION)
SCALE: 1/8" = 1'-0"
PARTIAL DEMOLITION FLOOR PLAN - POWER
GENERAL NOTES
1. ALL EXISTING BRANCH WIRING THAT IS INSTALLED
SHALL BE REMOVED FROM CONDUIT.
R E
V I S
I O
N
T C
H L
I N
E
A
M
A T
C H
L I N
E
A
EF-2
1/4
UH-1
J
J
J
J
J
J
J
J
J
UP
FIXED
LADDER
FIXED
LADDER
M A
T C
H L
I N
E
A
M
A T
C H
L I N
E
A
M A
T C
H L
I N
E
B
M
A T
C H
L I N
E
B
EF-2
1/4
UH-3
UH-1
J J J
J
J
J
J
JJ
J
J
J
P A
R T
I A
L
E
X I S
T I N
G
F
L O
A
N
E L E
C T
R I C
A L
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
C O
N T
R A
SHEET
IDENTIFICATION
SHEET OF
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D E
S C
R I P
T I O
N M
A R
K A
P P
R
D A
T E
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
New York District
A
M
P
E
R D
L
R e P r o c u r e m e n t C o n D o c s C
A D
S h e e t s E l e c t r i c a l R
P P
A E
X d w g P
E
R D
L
R e P r o c u r e m e n t C o n D o c s C
A D
S h e e t s E l e c t r i c a l R
P P
A E
X d w g
J U
R P
P A
E
X d w g
E X
P L
O S
I V
A
D I N
G
F
A C
I L
I T
Y
D O
V E
R
N
R S
E Y
P I C
A T
I N
S
E N
A L
200165
N E
W
Y
O R
K
D
I S
T R
I C
T
N E
W
Y
O R
K
N
R
K
EX111
X X
X X
X X
X X
X
D
S D
X X
X X
X X
R
M
A Y
S
C A
F D
E P
M A
S O
N
G E
R
X
D E
S I G
N
B
A C
K C
H E
C K
1. LIGHTING FIXTURES AND ASSOCIATED CONDUIT
AND CONDUCTORS HAVE NOT BEEN INSTALLED
FOR THE PROCESSING FACILITY.
8' 4' 0 8' 16' 24'
GRAPHIC SCALE:
"=1'-0"
SCALE: 1/8" = 1'-0"
PARTIAL EXISTING FLOOR PLAN - ELECTRICAL
GENERAL NOTES
SCALE: 1/8" = 1'-0"
PARTIAL EXISTING FLOOR PLAN - ELECTRICAL
R E
V I S
I O
N
F.E.C.
M A
T C
H L
I N
E
A
M
A T
C H
L I N
E
A
FAA LOC
EP
EP EP EP EP EP
EP
EP
EP
EP
EP EP EP EP EP EP
EP
FM
EP
EP
F A
M
N C
P
S
WP
S
WP
S
WP
S
WP
1/4W
F
WP
S
WP
HSSP
15W
UP
F.E.C.
M A
T C
H L
I N
E
A
M
A T
C H
L I N
E
A
M A
T C
H L
I N
E
B
M
A T
C H
L I N
E
B
EP EP EP
EP
EP
EP
EP EP
EP
EP EP
EP
EP
EP
FM
EP
FM
EP
EP
F A
M
N C
P
EP
EP
S
WP
S
WP
S
WP
1/4W
1/4W
1/4W
1/4W
1/4W
WP
P A
R T
I A
L
F
L O
A
N
F
I R
E
A L A
R M
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
C O
N T
R A
SHEET
IDENTIFICATION
SHEET OF
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D E
S C
R I P
T I O
N M
A R
K A
P P
R
D A
T E
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
New York District
A
M
P
E
R D
L
R e P r o c u r e m e n t C o n D o c s C
A D
S h e e t s E l e c t r i c a l R
P P
A F
A d w g P
E
R D
L
R e P r o c u r e m e n t C o n D o c s C
A D
S h e e t s E l e c t r i c a l R
P P
A F
A d w g
J U
R P
P A
F
A d w g
E X
P L
O S
I V
A
D I N
G
F
A C
I L
I T
Y
D O
V E
R
N
R S
E Y
P I C
A T
I N
S
E N
A L
200109
N E
W
Y
O R
K
D
I S
T R
I C
T
N E
W
Y
O R
K
N
R
K
FA111
X X
X X
X X
X X
X
D
S D
X X
X X
X X
R M
A Y
S
C A
F D
E P
M A
S O
N
G E
R
X
D E
S I G
N
B
A C
K C
H E
C K
8' 4' 0 8' 16' 24'
GRAPHIC SCALE:
"=1'-0"
SCALE: 1/8" = 1'-0"
PARTIAL FLOOR PLAN - FIRE ALARM
SCALE: 1/8" = 1'-0"
PARTIAL FLOOR PLAN - FIRE ALARM
1. REFER TO SHEET FA001 FOR SYMBOL LIST AND MOUNTING HEIGHT DETAIL.
2. REFER TO SHEET FA601 FOR FIRE ALARM AND MASS NOTIFICATION RISER DIAGRAM.
GENERAL NOTES
SHEET NOTES
PROVIDE FIRE ALARM CONNECTIONS AS REQUIRED FOR THE DELUGE SYSTEM HIGH SPEED
SYSTEM PANEL. COORDINATE WITH SPRINKLER CONTRACTOR.
NEC HAZARD LEGEND
ROOM IS A HAZARDOUS AREA. ALL EQUIPMENT INSTALLED IN
THIS AREA SHALL BE RATED CLASS 1 AND CLASS 2, DIVISION 1
AREA AND MEET THE REQUIREMENTS OF DA PAM 385-64
AMMUNITION AND EXPLOSIVES SAFETY STANDARDS.
NEC-2
ROOM IS A NON-HAZARDOUS AREANEC-1
R E
V I S
I O
N
1 2 3 4 5 6 7 8 9 10 11
B
C
11 12 13 14 15 16 17 18 19 20
F O
U N
D A
T I O
N
P
L A
N
P R
O C
E S
S I N
G
A
R E
A
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
C O
N T
R A
SHEET
IDENTIFICATION
SHEET OF
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D E
S C
R I P
T I O
N M
A R
K A
P P
R
D A
T E
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
New York District
A
M
P
E
R D
L
R e P r o c u r e m e n t C o n D o c s C
A D
S h e e t s S t r u c t u r a l R
P P
A S d w g P
E
R D
L
R e P r o c u r e m e n t C o n D o c s C
A D
S h e e t s S t r u c t u r a l R
P P
A S d w g
J U
R P
P A
S d w g
E X
P L
O S
I V
A
D I N
G
F
A C
I L
I T
Y
D O
V E
R
N
R S
E Y
P I C
A T
I N
S
E N
A L
20026
N E
W
Y
O R
K
D
I S
T R
I C
T
N E
W
Y
O R
K
N
R
K
S-110
X X
X X
X X
X X
X
D
S D
X X
X X
X X
J W
H I T
E
B K
R C
A D
M A
S O
N
G E
R
X
D E
S I G
N
B
A C
K C
H E
C K
8' 4' 0 8' 16' 24'
GRAPHIC SCALE:
"=1'-0"
SCALE: 1/8" = 1'-0"
PARTIAL FOUNDATION PLAN
SCALE: 1/8" = 1'-0"
PARTIAL FOUNDATION PLAN
11 11
1 113 3 3
TYP.
TYP.
TYP.
PROVIDE 1x
" 19W4 PAINTED BAR GRATING.
MAINTAIN EXISTING SLOPE OF TRENCHES AND
ENSURE PROPER DRAINAGE. COORDINATE
WITH SHEET SD110.
BLAST CLEAN CONCRETE AND REBAR,
REMOVE RUST AND PROVIDE EPOXY PATCH
TO ORIGINAL CONCRETE DIMENSIONS.
CLEAN AND CAULK EXISTING CONCRETE SLAB
CRACKS THROUGHOUT CORRIDOR.
REPAIR DAMAGED LEDGE OF CONCRETE w/
EPOXY INJECTION. REFER TO PHOTO 10 ON
SX001.
PROVIDE 12" WIDE TRENCH TO CONNECT
INTERIOR AND EXTERIOR TRENCH AT SAME
LOCATIONS AS EXISTING. CONTRACTOR TO
VERIFY LOCATIONS.
REMOVE ALL ORGANIC MATERIAL AND
EXCAVATE TO SUBGRADE ELEVATION,
COMPACT AND PLACE 6" CRUSHED STONE FILL
AND CAST 6” TURNDOWN CONCRETE FLOOR
SLAB. PROTECT EXISTING CONDUIT TO REMAIN
IN PLACE.
PATCH CONCRETE WALL w/ EPOXY INJECTION.
PROVIDE CONCRETE STAIR ON GRADE. SEE
SHEET S-301 FOR TYPICAL STAIR ON GRADE
SECTION.
CONCRETE FOUNDATIONS FOR METAL
WALKWAY FRAMES.
5” CONCRETE SLAB ON GRADE.
CLEAN AND REUSE EXISTING GRATING.
A
A A
C
C
CONSTRUCTION
SHEET NOTES
TYP.
TYP.
DENOTES DOWNWARD DIRECTION OF
"/FT
SLOPE FOR TRENCH.
LEGEND
C
SIM
D
D
OPP
HAND
R E
V I S
I O
N
E
P L A
N
7"
TYP
M
I N
FF EL = 100'-0"
CONC. SLAB,
SEE PLAN
EXTERIOR GRADE
EXISTING STEEL FRAME
14" DIA. CONC.
FOOTING
(8) #4 @ 12" OC
#3 SPIRAL TIES
@ 12" OC
#4 SMOOTH DOWEL
12" LONG @ 12" OC
EXISTING
CONC. SLAB
ROUGHENED
CONST. JT.
" x11"x11" BASE PLATE w/ (4)
" DIA. ANCHOR BOLTS
6" 3'-9"
EXISTING
CONC. SLAB
EXISTING STUD
WALL
DEMO
EXISTING
TRENCHES
EXISTING STUD
WALL
EXISTING
CONC. SLAB
#3 DOWELS
x8" LONG, TYP
6" 1'-5"1'-8"
2" 2"
ROUGHEN EXISTING
CONC. PRIOR TO
PLACING NEW CONC.
AT EXISTING WALKWAY
FOOTINGS, REMOVE
CONCRETE TO A DEPTH
OF 1'-0" BELOW FINISH
SLAB ELEVATION, LEAVE
VERTICAL REINF. INTACT
6"
SLOPE TRENCH
TOWARD CORRIDOR
TRENCH
BAR GRATING,
SEE PLAN
L2x2x
CONT. w/
" DIA. WELDED
STUDS @ 24" OC
M I N
6"
8"
3'-8"
2"
8"
MIN
EXTERIOR GRADE
8" THICK CONC. CHEEK
WALL BEYOND, WITH
#4@12" OC EACH WAY
WWR
#4@12" OC,
BOTTOM, EW
M
I
N
CLR
C L R
#4@12" OC
#4@12" OC,
EACH WAY
VAPOR BARRIER
CAPILLARY WATER
BARRIER
PROVIDE 12" WIDE OPEN
TRENCH CONNECTION,
EACH BAY
EXISTING
CONC. SLAB
EXISTING
CONC. SLAB
#4@12" OC,
EACH WAY
#4@12" OC,
EACH WAY
#4 DOWEL 12" LONG
@ 12" OC, 3 SIDES
#4 DOWEL 12" LONG
@ 12" OC, 3 SIDES
" EXP. JT. MAT'L
CONCRETE INFILL,
REINF. SIZE AND
SPACING TO MATCH
EXISTING WALL
CONCRETE INFILL,
REINF. SIZE AND
SPACING TO MATCH
EXISTING WALL
#4 DOWELS
x1'-0" LONG, TYP
L A
P
S
P L I C
E
REMOVE 1'-9" OF
CONCRETE ABOVE
EXISTING OPENING
TO ALLOW FOR LAP
SPLICE WITH NEW AND
EXISTING WALL REINF.
SAWCUT EA. SIDE OF
WALL 1" MIN. DEPTH
#4 BARS, EF
#57 STONE (EA. SIDE)
VAPOR BARRIER
(EA. SIDE)
PROVIDE 10" MIN.
EMBEDMENT WITH
HILTI HIT-HY 200
EPOXY SYSTEM
PROVIDE 10" MIN.
EMBEDMENT WITH
HILTI HIT-HY 200
EPOXY SYSTEM
F O
U N
D A
T I O
N
S
E C
T I O
D
D E
T A
I L S
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
C O
N T
R A
SHEET
IDENTIFICATION
SHEET OF
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D E
S C
R I P
T I O
N M
A R
K A
P P
R
D A
T E
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
New York District
A
M
P
E
R D
L
R e P r o c u r e m e n t C o n D o c s C
A D
S h e e t s S t r u c t u r a l R
P P
A S d w g P
E
R D
L
R e P r o c u r e m e n t C o n D o c s C
A D
S h e e t s S t r u c t u r a l R
P P
A S d w g
J U
R P
P A
S d w g
E X
P L
O S
I V
A
D I N
G
F
A C
I L
I T
Y
D O
V E
R
N
R S
E Y
P I C
A T
I N
S
E N
A L
20042
N E
W
Y
O R
K
D
I S
T R
I C
T
N E
W
Y
O R
K
N
R
K
S-301
X X
X X
X X
X X
X
D
S D
X X
X X
X X
J W
H I T
E
B K
R C
A D
M A
S O
N
G E
R
X
D E
S I G
N
B
A C
K C
H E
C K
4'3'2'1'06"1'
GRAPHIC SCALE:
"=1'-0"
A
Scale: 3/4" = 1'-0"
SECTION
B
Scale: 3/4" = 1'-0"
SECTION
Scale: 3/4" = 1'-0"
DETAIL
C
Scale: 3/4" = 1'-0"
SECTION
Scale: 3/4" = 1'-0"
STAIR ON GRADE
Scale: 3/4" = 1'-0"
ELEVATION
D
Scale: 3/4" = 1'-0"
SECTION
R E
V I S
I O
N
1 2 3 4 5 6 7 8 9 10 11
B
C
11 12 13 14 15 16 17 18 19 20
D E
M O
L I T
I O
N
F
O U
N D
A T
I O
N
P
L A
N
P
R O
C E
S S
I N
G
A
R E
A
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
C O
N T
R A
SHEET
IDENTIFICATION
SHEET OF
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D E
S C
R I P
T I O
N M
A R
K A
P P
R
D A
T E
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
New York District
A
M
P
E
R D
L
R e P r o c u r e m e n t C o n D o c s C
A D
S h e e t s S t r u c t u r a l R
P P
A S
D d w g P
E
R D
L
R e P r o c u r e m e n t C o n D o c s C
A D
S h e e t s S t r u c t u r a l R
P P
A S
D d w g
J U
R P
P A
S
D d w g
E X
P L
O S
I V
A
D I N
G
F
A C
I L
I T
Y
D O
V E
R
N
R S
E Y
P I C
A T
I N
S
E N
A L
20025
N E
W
Y
O R
K
D
I S
T R
I C
T
N E
W
Y
O R
K
N
R
K
SD110
X X
X X
X X
X X
X
D
S D
X X
X X
X X
J W
H I T
E
B K
R C
A D
M A
S O
N
G E
R
X
D E
S I G
N
B
A C
K C
H E
C K
8' 4' 0 8' 16' 24'
GRAPHIC SCALE:
"=1'-0"
SCALE: 1/8" = 1'-0"
PARTIAL DEMOLITION FOUNDATION PLAN
SCALE: 1/8" = 1'-0"
PARTIAL DEMOLITION FOUNDATION PLAN
DEMOLITION NOTES
SAW CUT COLUMN FOUNDATION FLUSH WITH
INTERIOR FACE OF STUDS AND REMOVE. IF
REBAR IS CUT, PAINT CONCRETE TO COVER.
SEE PHOTO 11 ON SX001. REMOVE A MINIMUM
OF 6” OF CONCRETE EACH SIDE OF CRACK IN
SLAB FOR VERIFICATION OF STEEL
REINFORCEMENT. PATCH SLAB AND WALL.
14" DIA. x 3'-4" CONC. PIERS. VERIFY EACH
LOCATION AND ELEVATION. REMOVE THOSE
THAT ARE MORE THAN 2" OUT OF HORIZONTAL
AND/OR 1" VERTICAL ALIGNMENT. IF STEEL
FRAMES ARE ATTACHED TO FOOTINGS TO BE
REMOVED, REMOVE AND REUSE.
DEMO EXISTING TRENCH TO FULL DEPTH,
BACKFILL w/ GRAVEL TO PREPARE FOR NEW
TRENCH SIMILAR TO CORRIDOR TRENCH.
SAWCUT EXISTING SLAB 2" MIN. DEPTH AND
REMOVE SLAB AND SUBGRADE TO TOP OF
EXISTING WALL FOOTING.
TYP.
TYP.
TYP.
B
B
R E
V I S
I O
N
J
J
J
J J
J J
M A
T C
H L
I N
E
A
M
A T
C H
L I N
E
A
UP
FIXED
LADDER
FIXED
LADDER
J J J J
J
J
J
J
JJ
J
J
J
M A
T C
H L
I N
E
A
M
A T
C H
L I N
E
A
M A
T C
H L
I N
E
B
M
A T
C H
L I N
E
B
P A
R T
I A
L
D
E M
O L I T
I O
N
F
L O
O R
P L A
N
C
O M
M U
N I C
A T
I O
N S
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
C O
N T
R A
SHEET
IDENTIFICATION
SHEET OF
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D E
S C
R I P
T I O
N M
A R
K A
P P
R
D A
T E
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
New York District
A
M
P
E
R D
L
R e P r o c u r e m e n t C o n D o c s C
A D
S h e e t s E l e c t r i c a l R
P P
A T
D d w g P
E
R D
L
R e P r o c u r e m e n t C o n D o c s C
A D
S h e e t s E l e c t r i c a l R
P P
A T
D d w g
J U
R P
P A
T
D d w g
E X
P L
O S
I V
A
D I N
G
F
A C
I L
I T
Y
D O
V E
R
N
R S
E Y
P I C
A T
I N
S
E N
A L
200194
N E
W
Y
O R
K
D
I S
T R
I C
T
N E
W
Y
O R
K
N
R
K
TD111
X X
X X
X X
X X
X
D
S D
X X
X X
X X
R
M
A Y
S
C A
F D
E P
M A
S O
N
G E
R
X
D E
S I G
N
B
A C
K C
H E
C K
SCALE: 1/8" = 1'-0"
PARTIAL DEMOLITION FLOOR PLAN - COMMUNICATIONS
8' 4' 0 8' 16' 24'
GRAPHIC SCALE:
"=1'-0"
SCALE: 1/8" = 1'-0"
PARTIAL DEMOLITION FLOOR PLAN - COMMUNICATIONS
SHEET NOTES
PA SYSTEM. CONDUIT STUBUPS THROUGH SLAB
W/PULLSTRING (TOTAL OF 10)
COMMUNICATION OUTLET BOX WITH 1" EMT
CONDUIT STUBBED UP TO TOP OF WALL
INSTALLED. WALL PLATE W/JACKS AND
COMMUNICATIONS CABLES HAVE NOT BEEN
INSTALLED.
(EXISTING TO REMAIN)
R E
V I S
I O
N
FOPP4
FOPP3
M
M
V2
L
V2
EP
EP
EP
EP
EP
EP
EP
F.E.C.
F.E.C.
F.E.C.
M A
T C
H L
I N
E
A
M
A T
C H
L I N
E
A
FOPP2
FOPP1
L
L
M
M
V2
V2
EP
EP
EP
EP EP
EP
EP
UP
F.E.C.
M A
T C
H L
I N
E
A
M
A T
C H
L I N
E
A
M A
T C
H L
I N
E
B
M
A T
C H
L I N
E
B
P A
R T
I A
L
F
L O
A
N
C O
M M
U N
I C
A T
I O
N S
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
C O
N T
R A
SHEET
IDENTIFICATION
SHEET OF
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D E
S C
R I P
T I O
N M
A R
K A
P P
R
D A
T E
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
New York District
A
M
P
E
R D
L
R e P r o c u r e m e n t C o n D o c s C
A D
S h e e t s E l e c t r i c a l R
P P
A T d w g P
E
R D
L
R e P r o c u r e m e n t C o n D o c s C
A D
S h e e t s E l e c t r i c a l R
P P
A T d w g
J U
R P
P A
T d w g
E X
P L
O S
I V
A
D I N
G
F
A C
I L
I T
Y
D O
V E
R
N
R S
E Y
P I C
A T
I N
S
E N
A L
200195
N E
W
Y
O R
K
D
I S
T R
I C
T
N E
W
Y
O R
K
N
R
K
T-111
X X
X X
X X
X X
X
D
S D
X X
X X
X X
R
M
A Y
S
C A
F D
E P
M A
S O
N
G E
R
X
D E
S I G
N
B
A C
K C
H E
C K
8' 4' 0 8' 16' 24'
GRAPHIC SCALE:
"=1'-0"
SCALE: 1/8" = 1'-0"
PARTIAL FLOOR PLAN - COMMUNICATIONS
SCALE: 1/8" = 1'-0"
PARTIAL FLOOR PLAN - COMMUNICATIONS
GENERAL NOTES
1. REFER TO SHEET T-001 F0R GENERAL NOTES, ETC.
2. ALL COMMUNICATIONS WORK SHOWN IS NEW WORK UNLESS
OTHERWISE NOTED.
NEC HAZARD LEGEND
ROOM IS A HAZARDOUS AREA. ALL EQUIPMENT INSTALLED IN
THIS AREA SHALL BE RATED CLASS 1 AND CLASS 2, DIVISION 1
AREA AND MEET THE REQUIREMENTS OF DA PAM 385-64
AMMUNITION AND EXPLOSIVES SAFETY STANDARDS.
NEC-2
ROOM IS A NON-HAZARDOUS AREANEC-1
R E
V I S
I O
N
| A-110 |
| A-111 |
| A-500 |
| A-540 |
| A-600 |
| EL111 |
| EL601 |
| EP111 |
| EPD111 |
| EX111 |
| FA111 |
| S-110 |
| S-301 |
| SD110 |
| TD111 |
| T-111 |
| EG501 Detail 3 |
File details come from the government source that posted it. Updated .