Plans - Amendment 0005.pdf
PDF 1 MB Posted
- Solicitation number
- W912DS22B0021
About this file
This pre-solicitation notice provides details for an upcoming Invitation for Bids for the construction of an 8-Bed Level 1 Confinement Facility at Joint Base McGuire-Dix-Lakehurst in New Jersey. The project involves construction of a 4,607 square foot single story facility with 8 cells to house pre-trial detainees. The facility will include administrative areas, a visitation room, training room, waiting room, day room, and all required building systems. The solicitation is designated as a small business set-aside and will be issued on or around mid-July 2022, with bids due approximately 30 days later. The base period of performance is 540 calendar days from notice to proceed. The estimated cost range for construction is between $5-10 million. The applicable NAICS code is 236220. Interested parties should monitor sam.gov for solicitation availability and follow submission instructions detailed in the notice.
View the file
Other files
Show all 22
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
TS
UP
UP
A1
A-301
L1
A-301
F1
A-301
A10
A-301
2 3
B
C
D
A
A10
A-311
A3.15
A2.10
A3.18
A3.20
R
IS
E
R S
A3.19A3.19 A3.19 A3.19
A3.19
A3.19A3.19A3.19A3.19A3.19
A-522
J1
J6
A-522
R
IS
E
R S
MECHANICAL
ATTIC
A3.19A3.19
GENERAL MECHANICAL ATTIC NOTES:
1.
2.
3.
4.
DRAWING FOR REFERENCE ONLY. FINAL COORDINATION OF
UTILITIES TO BE PERFORMED BY CONTRACTOR. REFER TO
DISCIPLINE DRAWINGS FOR DETAIL ON EACH BUILDING SYSTEM.
CONTRACTOR TO PROVIDE PRE-FABRICATED STAIRS, ACCESS
WALK-WAYS AND/ OR CROSS OVER STAIRS TO ALLOW PATH FROM
ATTIC HATCH AND TO AHU-1. ELEVATED WALKWAY AND ASSOCIATED
STAIRS SHOWN ON DRAWING IS FOR BIDDING PURPOSES ONLY.
ELEVATED WALKWAY SHALL TRAVEL PARALLEL TO BOTTOM CHORD
OF ROOF TRUSSES, AND SHALL BE CENTERED BETWEEN TRUSSES.
CONTRACTOR TO PROVIDE ACCESS FROM HATCH TO MAINTENANCE
AREA FOR AHU-1. INTENT IS TO KEEP ALL UTILITIES OUT OF WALKING
PATH THAT IS 2 FEET WIDE X 6 FEET TALL. STRUCTURAL ELEMENTS
THAT IMPEDE THIS SPACE SHALL BE PAINTED YELLOW
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
P L O
T S
C A
L E
IS
S
U E
D A
T E
P R
O J E
C T
N O
C O
N T
R A
C T
N O
A N
S I D
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
N
E W
Y O
R K
D
IS
T R
IC
T
F
E D
E R
A L P
L A
Z A
N E
W Y
O R
K N
Y
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
SHEET ID
A S
I N
D
IC
A T
E D
P T
F L -1
-6
US Army Corps of Engineers ®
-B
E D
L E
V E
L
C O
N F
IN
E
M E
N T
F A
C
IL
IT
Y
J O
IN
T
B A
S E
M c G
U
IR
E -D
IX
-L
A K
E H
U R
S T
N
J
R T
A S
U B
M
IT
T A
L
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
F
IL
E N
A M
E
T V
O O
R H
E E
S
W D
S -1
-D
-0
/1 /2
:0
:2
A
M
C .R
E E
D
B .B
A K
A S
R .A
L F
A O
U R
I
J U
N E
M E
C H
A N
IC
A
L A
T T
IC
F
L O
O R
P L A
N
A
C
E N
T R
A L
A-104
SCALE: 3/16" = 1'-0"
E2
MECHANICAL ATTIC - FLOOR PLAN
0 4' 8' 12'
PLAN
NORTH
T R
U E
N
ARCHITECTURAL KEYNOTES
KEY DESCRIPTION
A2.10 MECHANICAL EQUIPMENT. RE: MECH
A3.15 36" X 36" ATTIC HATCH REF. DETAILS ON SHEET A-522
A3.18 PREFABRICATED ELEVATED ALUMINUM WALKWAY AND STAIRS.
A3.19 STRUCTURAL WALL. RE: STRUC
A3.20 CLEAR ACCESS WALKWAY. RE: GENERAL MECHANICAL ATTIC
NOTE 4
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
R
T A
S U
B M
IT
T
A L
J U
N
R
E V
IS
IO
N P
E R
B
ID
P E
R
IO
D R
F I'S
O C
T
GROUND FLOOR
100' - 0"
T. O. M.
113' - 4"
B C D
T.O.C 110' - 0"
A
ADMINISTRATIVE
STORAGE
CORRIDOR
RESTROOM
VISITATION/
TRAINING
MECHANICAL
A3.11
A3.18
A3.1
A3.23
A3.22
A3.21
MECHANICAL
ATTIC
GROUND FLOOR
100' - 0"
T. O. M.
113' - 4"
A10
A-301 2 3
T.O.C 110' - 0"
A1
A-311
SALLY PORT
ADMINISTRATIVE
PROCESSING
ADMINISTRATIVE
STORAGE
SECURED
CORRIDOR
CELL
CELL
CELL
SEGREGATED
CELL
A3.1 A3.11
A3.22
A3.21
A3.23
MECHANICAL
ATTIC
GROUND FLOOR
100' - 0"
T. O. M.
113' - 4"
A10
A-301
2 3
A10
A-312
T.O.C 110' - 0"
F1
A-312
WAITING ROOM
RESTROOM
106LAUNDRY ALCOVE
CONTROLLED
CORRIDOR
CONTROL ROOM
DAY ROOM
OUTDOOR
RECREATIONAL
EXERCISE YARD
A3.11
A3.13
A3.18
A3.1
A3.22
A3.21
A3.23
MECHANICAL
ATTIC
GROUND FLOOR
100' - 0"
T. O. M.
113' - 4"
L1
A-301 B C D
T.O.C 110' - 0"
A
SEGREGATED
CELL
SEGREGATED
CORRIDOR
OUTDOOR
RECREATIONAL
EXERCISE YARD
SEGREGATED
CORRIDOR
SEGREGATED
CELL
A3.13
A3.1 A3.11
A3.22
A3.21
A3.23
MECHANICAL
ATTIC
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
P L O
T S
C A
L E
IS
S
U E
D A
T E
P R
O J E
C T
N O
C O
N T
R A
C T
N O
A N
S I D
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W
Y O
R K
D
IS
T R
IC
T
F
E D
E R
A L P
L A
Z A
N E
W Y
O R
K N
Y
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
SHEET ID
A S
I N
D
IC
A T
E D
P T
F L -1
-6
US Army Corps of Engineers ®
-B
E D
L E
V E
L
C O
N F
IN
E
M E
N T
F A
C
IL
IT
Y
J O
IN
T
B A
S E
M c G
U
IR
E -D
IX
-L
A K
E H
U R
S T
N
J
R T
A S
U B
M
IT
T A
L
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
F
IL
E N
A M
E
T V
O O
R H
E E
S
W D
S -1
-D
-0
/1 /2
:0
:3
A
M
C .R
E E
D
B .B
A K
A S
R .A
L F
A O
U R
I
J U
N E
B U
IL
D
IN
G
S E
C T
IO
N
S
A
C
E N
T R
A L
A-301
SCALE: 3/16" = 1'-0"
A1
BUILDING SECTION
SCALE: 3/16" = 1'-0"
L1
BUILDING SECTION
SCALE: 3/16" = 1'-0"
F1
BUILDING SECTION
0 4' 8' 12'
0 4' 8' 12'
0 4' 8' 12'
SCALE: 3/16" = 1'-0"
A10
BUILDING SECTION
0 4' 8' 12'
ARCHITECTURAL KEYNOTES
KEY DESCRIPTION
A3.1 PRE-FINISHED STANDING SEAM ROOFING OVER WEATHER
BARRIER OVER R-30 (MIN) RIGID INSULATION OVER AIR BARRIER
MEMBRANE OVER STRUCTURAL STEEL DECK
A3.11 COLD-FORMED METAL TRUSS RE: STRUC
A3.13 INSULATED SOFFIT REFER TO DETAIL A14/A-352
A3.18 PREFABRICATED ELEVATED ALUMINUM WALKWAY AND STAIRS.
A3.21 CONCRETE FLOOR SLAB REF: STRUC
A3.22 STRUCTURAL FOUNDATION REF: STRUC
A3.23 CONCRETE SLAB REF: STRUC
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
R
T A
S U
B M
IT
T
A L
J U
N
R
E V
IS
IO
N P
E R
B
ID
P E
R
IO
D R
F I'S
O C
T
T. O. M.
113' - 4"
T.O.C 110' - 0"
GALVANIZED METAL DECK
OVER STRUCTURAL FRAMING
PRE-FINISHED STANDING
SEAM METAL ROOF
3-5/8" COLD-FORMED METAL
FRAMING FASTENED TO FACE
OF TRUSS
PRE-FINISHED METAL FASCIA
PANELS ON 7/8" FURRING
CHANNELS
ROOF TRUSS FRAMING.
RE: STRUC
108' - 8"
A14
A-352
H15
A-352
PRE-FINISHED METAL SOFFIT
PANELS ON 7/8" FURRING CHANNELS
METAL ROOF TRUSS
3-5/8" METAL STUDS @ 16" O..C
INFILL BETWEEN ROOF TRUSSES.
5/8" GYP. BD SHEATHING. NOTCH
AROUND ROOF TRUSS MEMBERS
AND ROOF DECK.
SPRAY APPLIED AIR BARRIER
MEMBRANE. THICKNESS TO ACHIEVE
R-17
PRE-FINISHED METAL SOFFIT
PANELS ON 7/8" FURRING CHANNELS
RIGID INSULATION
BRICK VENEER
5/8" THICK GYPSUM
SHEATHING BOARD
GYPSUM SUBSTRATE BOARD
CAVITY VENT @ 24" O.C.
GROUND FLOOR
100' - 0"
T.O.C 110' - 0"
BRICK VENEER OVER AIR SPACE
OVER 3" (R-17) RIGID INSULATION
OVER FLUID APPLIED MEMBRANE
AIR BARRIER OVER CMU
CAST STONE
ACCENT BAND
EXTERIOR PAD
RE: STRUC
CONCRETE SLAB.
RE: STRUC
8" X 3" Z-FURRING CLIPS @
2'-0" O.C.
RIGID INSULATION (R-15)
7/8" HAT CHANNEL @ 2'-0"
O.C.
STUCCO FINISH SYSTEM OVER
5/8" CEMENT BOARD FASTENED
TO COLD-FORMED FRAMING.
REFER TO STUCCO NOTE
VAPOR BARRIER
FULLY GROUTED CMU
CAVITY VENT @ 24" O.C.
A13
Sim A-351
STUCCO NOTE:
SYSTEM SHALL COMPLY WITH ASTM C926. UTILIZE
3.4 LB./SY EXPANDED METAL LATH. STUCCO
SYSTEM SHALL BE A 2-COAT SYSTEM CONSISTING
OF A BASE COAT AND FINISH COAT. BOTH COATS
SHALL BE PROVIDED BY ONE MANUFACTURER AND
BE PORTLAND BASED, FACTORY BLEND OF SAND,
CEMENT PLASTER AND PROPRIETARY ADDITIVES.
BASE COAT SHALL BE 3/8 TO ½ INCH THICK.
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
P L O
T S
C A
L E
IS
S
U E
D A
T E
P R
O J E
C T
N O
C O
N T
R A
C T
N O
A N
S I D
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W
Y O
R K
D
IS
T R
IC
T
F
E D
E R
A L P
L A
Z A
N E
W Y
O R
K N
Y
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
SHEET ID
A S
I N
D
IC
A T
E D
P T
F L -1
-6
US Army Corps of Engineers ®
-B
E D
L E
V E
L
C O
N F
IN
E
M E
N T
F A
C
IL
IT
Y
J O
IN
T
B A
S E
M c G
U
IR
E -D
IX
-L
A K
E H
U R
S T
N
J
R T
A S
U B
M
IT
T A
L
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
F
IL
E N
A M
E
T V
O O
R H
E E
S
W D
S -1
-D
-0
/1 /2
:0
:3
A
M
C .R
E E
D
B .B
A K
A S
R .A
L F
A O
U R
I
J U
N E
W A
L L S
E C
T
IO
N S
A
C
E N
T R
A L
A-312
SCALE: 1" = 1'-0"
F1
SECTION DETAIL
0 1/2' 1' 2'
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
R
T A
S U
B M
IT
T
A L
J U
N
R
E V
IS
IO
N P
E R
B
ID
P E
R
IO
D R
F I'S
O C
T
SCALE: 1" = 1'-0"
A10
WALL SECTION
0 1/2' 1' 2'
T.O.C 110' - 0"
RIGID INSULATION (R-17)
SOLDIER BRICK ACCENT
FLUID-APPLIED AIR BARRIER
MEMBRANE
ECONOMY SIZE FACE
BRICK.
2-PIECE ADJUSTABLE
BRICK TIE
WEEP VENT AT 24" O.C.
THRU-WALL FLASHING
MEMBRANE
CAVITY DRAINAGE
MATERIAL
S.S. DRIP EDGE. SET IN 2
CONT. BEADS OF SEALANT
LAP FLUID-APPLIED AIR BARRIER
OVER SELF-ADHERED AIR
BARRIER MEMBRANE
TRANSITION MEMBRANE
CONCRETE LINTEL.
RE: STRUC
8"
1/2" GALV. BENT PLATE.
FASTENED TO CONCRETE
FLUID-APPLIED AIR BARRIER
MEMBRANE
CONCRETE SLAB.
RE: STRUC
STUCCO FINISH SYSTEM OVER
5/8" CEMENT BOARD
REFER TO STUCCO NOTE ON
SHEET A-312
PAINT EXPOSED STEEL
FRAMING TO MATCH BRICK
BACKER ROD AND SEALANT
RIGID INSULATION (R-17)
MTL J-CHANNEL
8" X 3" Z-FURRING CLIPS @ 2'-0" O.C.
7/8" HAT CHANNEL @ 2'-0"
O.C.
1' - 4"
PRE-FINISHED EDGE
FLASHING W/ CONT. CLEAT
SELF ADHERED AIR BARRIER
MEMBRANE
GALVANIZED METAL
DECK OVER STRUCTURAL
FRAMING
PRE-FINISHED METAL
SOFFIT PANELS ON 7/8"
FURRING CHANNELS
3-5/8" COLD-FORMED
METAL FRAMING, 16" OC,
FASTENED TO FACE OF
TRUSS
PRE-FINISHED METAL FASCIA
PANELS ON 7/8" FURRING
CHANNELS
Z-CLIP
RIVET
WEATHER BARRIER
2-PIECE METAL ROOF EDGE
BLOCKING. FILL WITH
INSULATION
STANDING SEAM METAL
PANEL
GYPSUM GLASS MAT
SUBSTRATE BOARD
T.O.C 110' - 0"
3/8 GALV STL PLATE.
PAINT TO MATCH BRICK
CONCEALED
FASTENER METAL
SOFFIT PANEL
FACE BRICK EXTEND
UP ABOVE SOFFIT
PANEL. BRACE BACK
TO CMU WALL.
BRICK VENEER OVER AIR SPACE
OVER 3" (R-17) RIGID INSULATION
OVER FLUID APPLIED MEMBRANE
AIR BARRIER OVER CMU
COLD FORMED
METAL FRAME @ 16"
OC
CAVITY VENT @ 24"
O.C.
SOLDIER BRICK ACCENT
WEEP VENT @ 24" O.C.
1' - 4"
103' - 4"
RIGID INSULATION (R-17)
FLUID-APPLIED AIR BARRIER
MEMBRANE
ECONOMY SIZE FACE
BRICK.
CAST STONE ACCENT BAND*
1"
4 5/8"
/8
SAW-CUT DRIP
1/2"
/2
1/4"
WALL TIE, WITHIN 12"
OF CAST STONE JOINT
WALL TIE, WITHIN 12"
OF CAST STONE JOINT
SEISMIC CLIP-TYPE WALL
TYPE AT TOP OF CAST
STONE
* CAST STONE PROFILE INTENDED
TO MATCH ADJACENT SECURITY
FORCES BUILDING. VERIFY IN FIELD
FINAL CAST STONE SHAPE
JOINT REINFORCEMENT AT
BASE OF CAST STONE
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
P L O
T S
C A
L E
IS
S
U E
D A
T E
P R
O J E
C T
N O
C O
N T
R A
C T
N O
A N
S I D
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W
Y O
R K
D
IS
T R
IC
T
F
E D
E R
A L P
L A
Z A
N E
W Y
O R
K N
Y
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
SHEET ID
A S
I N
D
IC
A T
E D
P T
F L -1
-6
US Army Corps of Engineers ®
-B
E D
L E
V E
L
C O
N F
IN
E
M E
N T
F A
C
IL
IT
Y
J O
IN
T
B A
S E
M c G
U
IR
E -D
IX
-L
A K
E H
U R
S T
N
J
R T
A S
U B
M
IT
T A
L
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
F
IL
E N
A M
E
T V
O O
R H
E E
S
W D
S -1
-D
-0
/1 /2
:0
:3
A
M
C .R
E E
D
B .B
A K
A S
R .A
L F
A O
U R
I
J U
N E
S E
C T
IO
N
D E
T A
IL
S
A
C
E N
T R
A L
A-352SCALE: 3" = 1'-0"
A14
SECTION DETAIL
SCALE: 3" = 1'-0"
H15
SECTION DETAIL
0 3" 6" 9"
0 3" 6" 9"
SCALE: 1 1/2" = 1'-0"
H1
SECTION DETAIL
0 1/2' 1' 1 1/2'
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
R
T A
S U
B M
IT
T
A L
J U
N
R
E V
IS
IO
N P
E R
B
ID
P E
R
IO
D R
F I'S
O C
T
SCALE: 3" = 1'-0"
A1
CAST STONE DETAIL
0 3" 6" 9"
2"
SCHEDULE
DOOR PER 2"
S C
H E
D U
L E
D O
O R
P E
R
1.2
4"
SCHEDULE
DOOR PER 8" *
S C
H E
D U
L E
D O
O R
P E
R
1.3
6' - 8" *
4" *
2.1 1.4
D O
O R
P E
R S
C H
E D
U L E
SCHEDULE
DOOR PER
F
SCHEDULE
DOOR PER
D O
O R
P E
R S
C H
E D
U L E
6"
FEEDING
TRAY
SCHEDULE
DOOR PER
D O
O R
P E
R S
C H
E D
U L E
6"
SCHEDULE
DOOR PER
D O
O R
P E
R S
C H
E D
U L E
6"
FEEDING
TRAY
SCHEDULE
DOOR PER
D O
O R
P E
R S
C H
E D
U L E
6"
SCHEDULE
DOOR PER
D O
O R
P E
R S
C H
E D
U L E
6"
DSL-1 DSL-2 DSW-1 DSW-2 DSW-3
DSW-1-IN (INSULATED)
D O
O R
P E
R S
C H
E D
U L E
SCHEDULE
DOOR PER
F-SH
GLAZING - SG-02 GLAZING - SG-02
GLAZING
INTERIOR - SG-02
EXTERIOR - SG-03
GLAZING - SG-02 GLAZING - SG-01
REFER TO SPECIFICATION 08 88 53 FOR
GLAZING TYPE DESCRIPTIONS
SCHEDULE
DOOR PER
S C
H E
D U
L E
D O
O R
P E
R
GENERAL DOOR SCHEDULE NOTES:
1.
2.
3.
4.
5.
DOOR HARDWARE SETS ARE FOUND IN SPECIFICATION 08 71 00
UNLESS NOTED OTHERWISE
DOOR HARDWARE SETS WHICH BEGIN WITH "SL" ARE PART OF
DENTENTION SLIDER DOORS. THE HARDWARE SETS CAN BE FOUND
IN SPECIFICATION 08 13 71
DOOR HARDWARE SETS WHICH BEGIN WITH "SH" ARE PART OF
DENTENTION SWING DOORS. THE HARDWARE SETS CAN BE FOUND
IN SPECIFICATION 08 71 63
SEE SHEET A-701 FOR ADDITIONAL INTERIOR FINISH INFORMATION.
ALL EXTERIOR GLAZING TO BE TINTED BRONZE TO MATCH BASE
STANDARD
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
P L O
T S
C A
L E
IS
S
U E
D A
T E
P R
O J E
C T
N O
C O
N T
R A
C T
N O
A N
S I D
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W
Y O
R K
D
IS
T R
IC
T
F
E D
E R
A L P
L A
Z A
N E
W Y
O R
K N
Y
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
SHEET ID
A S
I N
D
IC
A T
E D
P T
F L -1
-6
US Army Corps of Engineers ®
-B
E D
L E
V E
L
C O
N F
IN
E
M E
N T
F A
C
IL
IT
Y
J O
IN
T
B A
S E
M c G
U
IR
E -D
IX
-L
A K
E H
U R
S T
N
J
R T
A S
U B
M
IT
T A
L
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
F
IL
E N
A M
E
T V
O O
R H
E E
S
W D
S -1
-D
-0
/1 /2
:0
:3
A
M
C .R
E E
D
B .B
A K
A S
R .A
L F
A O
U R
I
J U
N E
D O
O R
S C
H E
D U
L E
A N
D T
Y P
E S
A
C
E N
T R
A L
A-601
DOOR SCHEDULE
DOOR
NUMBER
DOOR FRAME
ASSEMBLY
RATING
DETAIL
HARDWARE
SET REMARKS
SIZE
TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB SILL
PAIR
DOOR WIDTH HEIGHT
GROUND FLOOR
100A - 3' - 0" 7' - 0" DSW-1-IN HM PE-3 1.3 HM PE-3 - K1/A-621 F1/A-621 A1/A-621 SH-3 2,4
100B - 3' - 0" 7' - 0" DSW-1-IN HM PE-3 1.3 HM PE-3 - K1/A-621 F1/A-621 A1/A-621 SH-3 2,4
100C - 3' - 0" 7' - 0" DSW-1 HM PE-3 1.2 HM PE-3 - K13/A-621 F1/A-621 A1/A-621 SH-4 2,4
101 - 3' - 2" 7' - 0" DSL-1 STL PE-3 0 STL PE-3 90 MIN E1/A-622 G10/A-622 A1/A-622 SL-1 2,4
102 - 3' - 0" 7' - 0" DSW-1 HM PE-3 1.3 HM PE-3 - K1/A-621 F1/A-621 A1/A-621 SH-2 2,4
103 - 3' - 0" 7' - 0" F HM PE-3 1.2 HM PE-3 45 MIN K1/A-621 F1/A-621 A1/A-621 4.0
104A - 3' - 0" 7' - 0" DSW-1 HM PE-3 1.2 HM PE-3 - K13/A-621 F1/A-621 A1/A-621 SH-10
104B - 3' - 0" 7' - 0" DSW-1 HM PE-3 1.3 HM PE-3 - K13/A-621 F1/A-621 A1/A-621 SH-14 2,4
105 - 3' - 2" 7' - 0" DSL-1 STL PE-3 2.1 STL PE-3 90 MIN E1/A-622 G10/A-622 A1/A-622 SL-1 2,4
106 - 3' - 0" 7' - 0" F HM PE-3 1.2 HM PE-3 _ K1/A-621 F1/A-621 A1/A-621 5.0
109 - 3' - 0" 7' - 0" DSW-1 HM PE-3 1.3 HM PE-3 - K13/A-621 F1/A-621 A1/A-621 SH-13 4,5
110A - 3' - 0" 7' - 0" DSW-3 HM PE-3 1.3 HM PE-3 45 MIN K13/A-621 F1/A-621 A1/A-621 SH-2 2,4
110B - 3' - 0" 7' - 0" DSW-3 HM PE-3 1.3 HM PE-3 45 MIN K13/A-621 F1/A-621 A1/A-621 SH-2 2,4
110C - 3' - 0" 7' - 0" DSW-3 HM PE-3 1.3 HM PE-3 45 MIN K13/A-621 F1/A-621 A1/A-621 SH-2 2,4
111A - 3' - 6" 7' - 0" DSL-1 STL PE-3 2.1 STL PE-3 - E1/A-622 G10/A-622 A1/A-622 SL-2 2,3,4
111B - 3' - 6" 7' - 0" DSL-1 STL PE-3 2.1 STL PE-3 - E1/A-622 G10/A-622 A1/A-622 SL-2 2,3,4
112A - 3' - 0" 7' - 0" DSW-1-IN HM PE-3 1.3 HM PE-3 - K1/A-621 F1/A-621 A1/A-621 SH-3 2,4
120 - 3' - 2" 7' - 0" DSL-1 STL PE-3 2.1 STL PE-3 _ E1/A-622 G10/A-622 A1/A-622 SL-1 2,4
121 - 3' - 0" 7' - 0" F-SH HM PE-3 1.2 HM PE-1 - K13/A-621 F1/A-621 A13/A-621 SH-1 1
122 - 3' - 2" 7' - 0" DSL-1 STL PE-3 2.1 STL PE-3 _ E1/A-622 G10/A-622 A1/A-622 SL-3 2,4
123 - 3' - 2" 7' - 0" DSL-1 STL PE-3 2.1 STL PE-3 _ E1/A-622 G10/A-622 A1/A-622 SL-3 2,4
124 - 3' - 2" 7' - 0" DSL-1 STL PE-3 2.1 STL PE-3 _ E1/A-622 G10/A-622 A1/A-622 SL-3 2,4
125 - 3' - 0" 7' - 0" DSW-1 HM PE-3 1.2 HM PE-3 - K13/A-621 F1/A-621 A1/A-621 SH-4 2,4
126 - 3' - 2" 7' - 0" DSL-2 STL PE-3 2.1 STL PE-3 _ E1/A-622 G10/A-622 A1/A-622 SL-3 2,4
130 - 3' - 2" 7' - 0" DSL-1 STL PE-3 2.1 STL PE-3 _ E1/A-622 G10/A-622 A1/A-622 SL-1 2,4
131 - 3' - 0" 7' - 0" F-SH HM PE-3 1.2 HM PE-3 - K13/A-621 F1/A-621 A13/A-621 SH-1 1
132 - 3' - 2" 7' - 0" DSL-1 STL PE-3 2.1 STL PE-3 _ E1/A-622 G10/A-622 A1/A-622 SL-3 2,4
133 - 3' - 2" 7' - 0" DSL-1 STL PE-3 2.1 STL PE-3 _ E1/A-622 G10/A-622 A1/A-622 SL-3 2,4
134 - 3' - 2" 7' - 0" DSL-1 STL PE-3 2.1 STL PE-3 _ E1/A-622 G10/A-622 A1/A-622 SL-3 2,4
135 - 3' - 0" 7' - 0" DSW-2 HM PE-3 1.2 HM PE-3 - K13/A-621 F1/A-621 A1/A-621 SH-4 2,4
136 - 3' - 2" 7' - 0" DSL-2 STL PE-3 2.1 STL PE-3 _ E1/A-622 G10/A-622 A1/A-622 SL-3 2,4
140 - 3' - 0" 7' - 0" F-IN HM PE-3 1.2 HM PE-3 - K1/A-621 F1/A-621 A1/A-621 2.0
141 - 3' - 0" 7' - 0" F-IN HM PE-3 1.2 HM PE-3 - K1/A-621 F1/A-621 A1/A-621 1.0
142 PR. 3' - 0" 7' - 0" F-IN HM PE-3 1.2 HM PE-3 - K1/A-621 F1/A-621 A1/A-621 3.0
DOOR AND FRAME LEGEND
FINISH
PE-3** PAINT-EPOXY
MATERIAL
HM HOLLOW METAL
STL STEEL
SIZE
- SINGLE DOOR
PR PAIR OF DOORS
**FIELD APPLY PER PAINT SPECIFICATION FOR
APPLICABLE SUBSTRATE AND EXPOSURE.
FRAME TYPES
DOOR SCHEDULE - ACESS PANELS
QUANTITY TYPE
DOOR
TYPE
FRAME
HARDWARE
SET
SIZE
TYPE MATERIAL FINISH MATERIAL
PAIR
DOOR WIDTH HEIGHT
AP01
6 AP01 - 10" 1' - 10" F PE-1 1.4 -
AP02
2 AP02 - 1' - 11" 3' - 11" F PE-1 1.4 -
AP27
1 AP27 - 1' - 10" 1' - 10" F PE-1 1.4 -
DOOR TYPES SECURITY DOOR FRAMES
F: FLUSH PANEL
F2: FLUSH SHOWER DOORS
F-IN: INSULATED FLUSH PANEL
DSL: DETENTION SLIDER
DSW: DETENTION SWING
DSW-IN: INSULATED DETENTION SWING
* AS REQUIRED PER DOOR MANUFACTURER
REMARKS KEY:
1. HEIGHT IN SCHEDULE IS FRAME OPENING. DOOR PANEL HEIGHT IS NOT FULL HEIGHT SEE DOOR TYPE ELEVATION FOR HEIGHT
2. ELECTRIFIED LOCK WITH REMOTE OPERATION
3. POWER OPERATED DOOR WITH REMOTE OPERATION
4. DENTENTION RATED DOOR, RE: SPECS
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
R
T A
S U
B M
IT
T
A L
J U
N
A
D D
E N
D U
M
S E
P
R
E V
IS
IO
N P
E R
B
ID
P E
R
IO
D R
F I'S
O C
T
W3
SEE SCHEDULE
WIDTH
S E
E S
C H
E D
U L E
H E
IG
H
T
S E
E S
C H
E D
U L E
S
IL
L H
E
IG
H T
W4
FINISH FLOOR
LEVEL
S E
E S
C H
E D
U L E
S
IL
L H
E
IG
H T
S E
E S
C H
E D
U L E
H E
IG
H
T
SEE SCHEDULE
WIDTH
SEE SCHEDULE
WIDTH
S E
E S
C H
E D
U L E
H E
IG
H
T
S E
E S
C H
E D
U L E
S
IL
L H
E
IG
H T
W2 W5W1
SG-03
SG-02*
*GLAZING TYPE SG-01
USED AT CONTROL ROOM
SG-01
SEE SCHEDULE
WIDTH
S E
E S
C H
E D
U L E
H E
IG
H
T
HEAD HEIGHT
SEE SCHEDULE
SILL HEIGHT
SEE SCHEDULE
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
P L O
T S
C A
L E
IS
S
U E
D A
T E
P R
O J E
C T
N O
C O
N T
R A
C T
N O
A N
S I D
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W
Y O
R K
D
IS
T R
IC
T
F
E D
E R
A L P
L A
Z A
N E
W Y
O R
K N
Y
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
SHEET ID
A S
I N
D
IC
A T
E D
P T
F L -1
-6
US Army Corps of Engineers ®
-B
E D
L E
V E
L
C O
N F
IN
E
M E
N T
F A
C
IL
IT
Y
J O
IN
T
B A
S E
M c G
U
IR
E -D
IX
-L
A K
E H
U R
S T
N
J
R T
A S
U B
M
IT
T A
L
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
F
IL
E N
A M
E
T V
O O
R H
E E
S
W D
S -1
-D
-0
/1 /2
:0
:3
A
M
C .R
E E
D
B .B
A K
A S
R .A
L F
A O
U R
I
J U
N E
W
IN
D O
W A
N D
L O
U V
E R
S C
H E
D U
L E
A N
D T
Y P
E S
A
C
E N
T R
A L
A-651
WINDOW SCHEDULE
QUANTITY TYPE
SIZE HEAD
HEIGHT
SILL
HEIGHT
DETAIL
REMARKSWIDTH HEIGHT HEAD JAMB SILL
6 W1 3' - 4" 2' - 0" 7' - 4" 5' - 4" F1/A-662 C1/A-662 H9/A-662
8 W2 3' - 4" 2' - 0" 8' - 0" 6' - 0" F1/A-662 C1/A-662 H9/A-662
3 W3 3' - 11 1/2" 4' - 8" 7' - 8" 3' - 0" A1/A-661 A7/A-661 A13/A-661 1
2 W4 4' - 0" 4' - 0" 7' - 4" 3' - 4" F1/A-662 C1/A-662 H9/A-662
2 W5 2' - 6" 2' - 8" 8' - 8" 6' - 0" F1/A-662 C1/A-662 H9/A-662
GLAZING TYPES
SG-01 SECURITY GLAZING - ONE WAY VISION
SG-02 SECURITY GLAZING
SG-03 INSULATED SECURITY GLAZING TINTED (BRONZE)
LOUVER SCHEDULE
LOUVER
TYPE
SIZE HEAD
HEIGHT
SILL
HEIGHT
DETAILS
REMARKSWIDTH HEIGHT HEAD JAMB SILL
L01 5' - 4" 2' - 8" 12' - 8" 10' - 0" H1/A-671 B1/A-671 H9/A-671 1
L02 2' - 8" 2' - 8" 12' - 8" 10' - 0" H1/A-671 B1/A-671 H9/A-671
L03 2' - 0" 1' - 4" 12' - 0" 10' - 8" H1/A-671 B1/A-671 B9/A-671
L04 2' - 0" 1' - 4" 12' - 0" 10' - 8" H1/A-671 B1/A-671 B9/A-671
L06 2' - 8" 2' - 8" 12' - 8" 10' - 0" H1/A-671 B1A-671 H9/A-671
L08 1' - 4" 1' - 4" 12' - 0" 10' - 8" H1/A-671 B1/A-671 B9/A-671
WINDOW TYPES
LOUVER TYPES
1. EQUIPMENT ACCESS LOUVER. PROVIDE INSULATED BLANK OFF PANEL ON
INTERIOR OVER ENTIRE LOUVER
REMARKS KEY
1. FINAL ROUGH OPENING AND SILL HEIGHTS TO BE PER WINDOW MANUFACTURER
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
R
T A
S U
B M
IT
T
A L
J U
N
R
E V
IS
IO
N P
E R
B
ID
P E
R
IO
D R
F I'S
O C
T
J J
J
J
J J J
J
J
J
J J J J
J J
J
J
J
J J
J
J
J
J
J
J
SEGREGATED
CELL
CELL
SEGREGATED
CORRIDOR
SECURED
CORRIDOR
CELL
CELL
SHOWER
DAY ROOM
SEGREGATED
CELL
CELL
CELL
SEGREGATED
CORRIDOR
CELL
CONTROL ROOM
SHOWER
SECURED
CORRIDOR
ADMINISTRATIVE
STORAGE
ADMINISTRATIVE
PROCESSING
CONTROLLED
CORRIDOR
CORRIDOR
RESTROOM
WAITING ROOM
VISITATION/
TRAINING
MECHANICAL
JANITOR CLOSET
LAUNDRY
ALCOVE
SALLY PORT
OUTDOOR
RECREATIONAL
EXERCISE YARD
EP401
A1
1 2 3 4
B
C
D
A
EP101
A2
PP1:29
GFI
PP1:22
WF
PP1:22
WF
PP2:3
GFI
WPIU
PP1:26
TV
PP1:24
GFI
PP1:28
WF
PP1:35
E001
EP101
A9
PP2:3
GFI
WPIU
E002
PP2:3
GFI
WPIU
PP1:37
TELECOM
ELEC.
PP1:27
TV
PP1:18
PP1:18
PP1:20
PP1:15 PP1:15 PP1:15
PP1:15 PP1:15
PP1:25
PP1:33
PP2:10
WSH
PP2:6,8
DRY
PP1:30
P P
:4
P P
:4
PP1:34
PP1:45
GEN
PP1:34
PP1:30
P P
:4
P P
:4
P P
:4
UPS:1
UPS:2
UPS:3
U P
S :4
PP1:38
EP101
A13
UPS:5
UPS:5
UPS:5 UPS:5
UPS:5 UPS:6 UPS:6
UPS:7
UPS:7
UPS:7
UPS:7 UPS:7
UPS:6
UPS:6
UPS:6
UPS:6
UPS:6
UPS:8
UPS:8
UPS:8
UPS:8
UPS:8
UPS:6
PP1:23
GFI
MIC
PP1:17
GFI
COF
PP1:13
GFI
AC
PP1:19
GFI
UC
GD
PP1:21
UC
REF
PP1:13
GFI
AC
GD
ON/OFF
SWITCH
PP1:10
UC
REF
TYP.
PP1:12
AC
PR
TYP.
PP1:14
UC
PP1:14
UC
PP1:14
UC
PP1:16
TV
PP1:16
TV
PP1:16
TV
PP1:16
TV
PP1:30
PP1:39
TV
PP1:41
TV
PP1:30
PP1:30
PP1:32
PRGEN
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
P L O
T S
C A
L E
IS
S
U E
D A
T E
P R
O J E
C T
N O
C O
N T
R A
C T
N O
A N
S I D
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W
Y O
R K
D
IS
T R
IC
T
F
E D
E R
A L P
L A
Z A
N E
W Y
O R
K N
Y
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
SHEET ID
A S
I N
D
IC
A T
E D
P T
F L -1
-6
US Army Corps of Engineers ®
-B
E D
L E
V E
L
C O
N F
IN
E
M E
N T
F A
C
IL
IT
Y
J O
IN
T
B A
S E
M c G
U
IR
E -D
IX
-L
A K
E H
U R
S T
N
J
R T
A S
U B
M
IT
T A
L
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
F
IL
E N
A M
E
T V
O O
R H
E E
S
W D
S -1
-D
-0
/1 /2
:3
:3
A
M
J P
E N
A
C K
L O
S
A B
A R
R O
N
J U
N E
G R
O U
N D
F L O
O R
P O
W E
R P
L A
N
E
C
E N
T R
A L .r v t
EP101
SCALE: 3/16" = 1'-0"
D2
GROUND FLOOR POWER PLAN
0 4' 8' 12'
PLAN
NORTH
T R
U E
N
SCALE: 1/4" = 1'-0"
A2
ADMINISTRATIVE PROCESSING 102 PANTRY ELEVATION
1. COORDINATE WITH OTHER TRADES AS TO THE
EXACT LOCATION OF THEIR RESPECTIVE
EQUIPMENT. UNLESS PROVIDED BY EQUIPMENT
MANUFACTURER DISCONNECT SWITCHES,
STARTERS, WIRING, CONTROLS AND CONDUIT
FOR MECHANICAL AND PLUMBING OPERATIONS
SHALL BE PROVIDED. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR OBTAINING MANUFACTURER'S
SHOP DRAWINGS PRIOR TO ROUGHING IN OF ALL
CONDUITS TO EQUIPMENT.
2. FINAL LOCATIONS OF WALL RECEPTACLES SHALL
BE COORDINATED WITH FURNITURE AND
EQUIPMENT LAYOUT. COORDINATE RECEPTACLE
OUTLET INSTALLATIONS WITH TELE/DATA OUTLET
PLACEMENT. REFER TO COMMUNICATIONS TN-
SERIES DRAWINGS.
3. ALL BRANCH CIRCUITS SHALL BE ROUTED AT THE
ATTIC FLOOR WITHIN THE ATTIC SPACE AND DROP
DOWN TO THE LOAD/DEVICE/EQUIPMENT.
4. PROVIDE AFCI/GFI RECEPTACLES IN ALL AREAS
ACCESSIBLE BY DETAINEES.
NOTES:
KEYED NOTES:
PROVIDE NEMA 10-30R RECEPTACLE FOR
LAUNDRY DRYER. RECEPTACLE SHALL BE
SECURE TYPE PLUG TO PREVENT CONFINEE
ACCESS.
WASHING MACHINE RECEPTACLE SHALL BE
SECURE TYPE PLUG TO PREVENT CONFINEE
ACCESS.
E001
E002
E###
SCALE: 1/4" = 1'-0"
A9
CONTROL ROOM 110 ELEVATION
0 4' 8' 12' 0 4' 8' 12' SCALE: 1/4" = 1'-0"
A13
ADMINSTRATIVE PROCESSING 102 WORKBENCH ELEVATION
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
R
T A
S U
B M
IT
T
A L
J U
N
R
E V
IS
IO
N P
E R
B
ID
R F
I 'S O
C T
D
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
P L O
T S
C A
L E
IS
S
U E
D A
T E
P R
O J E
C T
N O
C O
N T
R A
C T
N O
A N
S I D
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W
Y O
R K
D
IS
T R
IC
T
F
E D
E R
A L P
L A
Z A
N E
W Y
O R
K N
Y
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
SHEET ID
A S
I N
D
IC
A T
E D
P T
F L -1
-6
US Army Corps of Engineers ®
-B
E D
L E
V E
L
C O
N F
IN
E
M E
N T
F A
C
IL
IT
Y
J O
IN
T
B A
S E
M c G
U
IR
E -D
IX
-L
A K
E H
U R
S T
N
J
R T
A S
U B
M
IT
T A
L
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
F
IL
E N
A M
E
T V
O O
R H
E E
S
W D
S -1
-D
-0
/1 /2
:4
:3
P M
J P
E N
A
C K
L O
S
A B
A R
R O
N
J U
N E
U P
S A
N D
M E
C H
A N
IC
A
L E
Q U
IP
M
E N
T S
C H
E D
U L E
S
E
C
E N
T R
A L .r v t
EP602
TOTAL ESTIMATED DEMAND CURRENT: 21 A
TOTAL CONNECTED CURRENT: 21 A
TOTAL ESTIMATED DEMAND LOAD: 2510 VA
TOTAL CONNECTED LOAD: 2510 VA
TOTALS
12 SPACE 1 -- -- --
11 SPACE 1 -- -- --
10 SPACE 1 -- -- --
9 SPACE 1 -- -- --
8 100, 101, 104, 105 - ELECTRIFIED LOCKS 2#12, 1#12G - 1/2"C 1 20 A 250 VA
7 130, 135 - ELECTRIFIED LOCKS 2#12, 1#12G - 1/2"C 1 20 A 250 VA
6 107, 110, 111 - ELECTRIFIED LOCKS 2#12, 1#12G - 1/2"C 1 20 A 400 VA
5 120,125 - ELECTRIFIED LOCKS 2#12, 1#12G - 1/2"C 1 20 A 250 VA
4 102 - DOOR CONTROL STATION 2#12, 1#12G - 1/2"C 1 20 A 180 VA
3 110 - DOOR CONTROL STATION 2#12, 1#12G - 1/2"C 1 20 A 180 VA
2 111 - MOTORIZED DOOR 2#12, 1#12G - 1/2"C 1 20 A 500 VA
1 111 - MOTORIZED DOOR 2#12, 1#12G - 1/2"C 1 20 A 500 VA
CKT LOAD NAME DESIGN WIRE AND CONDUIT POLES TRIP RATING LOAD COMMENTS
ENCLOSURE: NEMA 1
MOUNTING: SURFACE WIRES: 2
SUPPLY FROM: PP1 PHASES: 1
LOCATION: TELECOM 141 VOLTAGE: 120V/1PH A.I.C. RATING: 10000
UPS MECHANICAL EQUIPMENT SCHEDULE
EQUIPMENT
TAG
ELECTRICAL REQUIREMENTS DISCONNECT MEANS
APPARENT
LOAD VOLTAGE PHASE FLA MCA MOCP PROVIDED BY TYPE FRAME
AHU-1 3600 VA 208 V 3 10 A 12 A 20 A DIVISION 26 DISCONNECT SWITCH WITH ASD 30 A
B-1 264 VA 120 V 1 2.2 A 2.75 A 20 A DIVISION 26 MOTOR RATED TOGGLE SWITCH -
B-2 264 VA 120 V 1 2.2 A 2.75 A 20 A DIVISION 26 MOTOR RATED TOGGLE SWITCH -
BP-1 264 VA 120 V 1 2.2 A 2.75 A 20 A DIVISION 26 MOTOR RATED TOGGLE SWITCH -
BP-2 264 VA 120 V 1 2.2 A 2.75 A 20 A DIVISION 26 MOTOR RATED TOGGLE SWITCH -
CAV-3 200 VA 120 V 1 1.6 A 2 A 20 A DIVISION 23 DISCONNECT SWITCH BY MANUFACTURER
CAV-6 200 VA 120 V 1 1.6 A 2 A 20 A DIVISION 23 DISCONNECT SWITCH BY MANUFACTURER
CAV-14 200 VA 120 V 1 1.6 A 2 A 20 A DIVISION 23 DISCONNECT SWITCH BY MANUFACTURER
CP-1 250 VA 120 V 1 2.08 A 2.6 A 20 A DIVISION 26 MOTOR RATED TOGGLE SWITCH -
CU-1 24120 VA 208 V 3 67 A 75 A 100 A DIVISION 26 DISCONNECT SWITCH 100 A
CU-2 3536 VA 208 V 1 17 A 21.25 A 30 A DIVISION 23 DISCONNECT SWITCH BY MANUFACTURER
EF-1 1176 VA 120 V 1 9.8 A 12.25 A 20 A DIVISION 26 MOTOR RATED TOGGLE SWITCH -
EF-2 54 VA 120 V 1 0.45 A 0.56 A 20 A DIVISION 26 MOTOR RATED TOGGLE SWITCH -
EF-3 180 VA 120 V 1 1.5 A 1.87 A 20 A DIVISION 26 MOTOR RATED TOGGLE SWITCH -
EF-4 696 VA 120 V 1 5.8 A 7.25 A 20 A DIVISION 26 MOTOR RATED TOGGLE SWITCH -
EF-5 696 VA 120 V 1 5.8 A 7.25 A 20 A DIVISION 26 MOTOR RATED TOGGLE SWITCH -
EUH-1 1500 VA 208 V 1 7.21 A 9.01 A 20 A DIVISION 23 DISCONNECT SWITCH BY MANUFACTURER
GWH-1 500 VA 120 V 1 4.16 A 5.12 A 20 A DIVISION 26 MOTOR RATED TOGGLE SWITCH -
HP-1 2828 VA 208 V 1 POWERED BY CU-2 POWERED BY CU-2 20 A DIVISION 23 DISCONNECT SWITCH BY MANUFACTURER
HWP-1 1123 VA 208 V 1 5.39 A 6.73 A 20 A DIVISION 26 DISCONNECT SWITCH WITH ASD 30 A
HWP-2 1123 VA 208 V 1 5.39 A 6.73 A 20 A DIVISION 26 DISCONNECT SWITCH WITH ASD 30 A
RF-1 1656 VA 208 V 3 3.6 A 4.5 A 20 A DIVISION 26 DISCONNECT SWITCH 30 A
SF-1 180 VA 120 V 1 1.5 A 1.87 A 20 A DIVISION 26 MOTOR RATED TOGGLE SWITCH -
SG-1 6016 VA 208 V 3 16.70 A 20.87 A 30 A DIVISION 26 DISCONNECT SWITCH 30 A
STEAM
GENERATOR
10000 VA 208 V 3 27.80 A 34.7 A 40 A DIVISION 26 DISCONNECT SWITCH 40A
UH-1 180 VA 120 V 1 0.13 A 0.16 A 20 A DIVISION 26 MOTOR RATED TOGGLE SWITCH -
UH-2 180 VA 120 V 1 0.13 A 0.16 A 20 A DIVISION 26 MOTOR RATED TOGGLE SWITCH -
UH-3 180 VA 120 V 1 0.13 A 0.16 A 20 A DIVISION 26 MOTOR RATED TOGGLE SWITCH -
VAV-1 200 VA 120 V 1 1.6 A 2 A 20 A DIVISION 23 DISCONNECT SWITCH BY MANUFACTURER
VAV-2 200 VA 120 V 1 1.6 A 2 A 20 A DIVISION 23 DISCONNECT SWITCH BY MANUFACTURER
VAV-4 200 VA 120 V 1 1.6 A 2 A 20 A DIVISION 23 DISCONNECT SWITCH BY MANUFACTURER
VAV-5 200 VA 120 V 1 1.6 A 2 A 20 A DIVISION 23 DISCONNECT SWITCH BY MANUFACTURER
VAV-7 180 VA 120 V 1 1.6 A 2 A 20 A DIVISION 23 DISCONNECT SWITCH BY MANUFACTURER
VAV-8 200 VA 120 V 1 1.6 A 2 A 20 A DIVISION 23 DISCONNECT SWITCH BY MANUFACTURER
VAV-9 200 VA 120 V 1 1.6 A 2 A 20 A DIVISION 23 DISCONNECT SWITCH BY MANUFACTURER
VAV-10 200 VA 120 V 1 1.6 A 2 A 20 A DIVISION 23 DISCONNECT SWITCH BY MANUFACTURER
VAV-11 200 VA 120 V 1 1.6 A 2 A 20 A DIVISION 23 DISCONNECT SWITCH BY MANUFACTURER
VAV-12 200 VA 120 V 1 1.6 A 2 A 20 A DIVISION 23 DISCONNECT SWITCH BY MANUFACTURER
VAV-13 200 VA 120 V 1 1.6 A 2 A 20 A DIVISION 23 DISCONNECT SWITCH BY MANUFACTURER
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
R
T A
S U
B M
IT
T
A L
J U
N
R
E V
IS
IO
N P
E R
B
ID
R F
I 'S O
C T
SEGREGATED
CELL
CELL
SEGREGATED
CORRIDOR
SECURED
CORRIDOR
CELL
CELL
SHOWER
DAY ROOM
SEGREGATED
CELL
CELL
CELL
SEGREGATED
CORRIDOR
CELL
CONTROL ROOM
SHOWER
SECURED
CORRIDOR
ADMINISTRATIVE
STORAGE
ADMINISTRATIVE
PROCESSING
CONTROLLED
CORRIDOR
CORRIDOR
RESTROOM
WAITING ROOM
VISITATION/
TRAINING
MECHANICAL
ELEC.
TELECOM
JANITOR CLOSET
LAUNDRY
ALCOVE
SALLY PORT
OUTDOOR
RECREATIONAL
EXERCISE YARD
C007
WP
12'-0" AFG
C005
WP
9'-0" AFG
C004
WP
12'-0" AFG
C003
WP
12'-0" AFG
C001
WP
IR
8'-6" AFG
PIR
PIR PIR E
S
S
C002
WP
IR
12'-0" AFGBM BM BM BM
BM BM BM BM
BM BM
BM
BM
BM
BM
C006
WP C019
C018
C016
C014
C011 C010
C008
IR
C009
C013 C017
TY502
L1
TYP.
EL
EL
LA
PC
U P
S
DCS
M
1 2 3 4
B
C
D
A
BM
BM
EL
TY502
L6
TYP.
TY502
L11
TYP.
TY101
A1
TY101
A6
IR
IR
PIR
C020
C021
C012
BM
BM
BM
BM
BM
BM
BM
BM
BM
T004
T003
C015
IR
EL EL EL
EL
EL
EL
EL
EL
EL
EL
EL EL
ELELEL
EL
EL EL
EL
EL
EL
EL
1 1
1 1
MONMONMONMON
DCS S
T001
MON MON
MON MON
T002
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
P L O
T S
C A
L E
IS
S
U E
D A
T E
P R
O J E
C T
N O
C O
N T
R A
C T
N O
A N
S I D
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W
Y O
R K
D
IS
T R
IC
T
F
E D
E R
A L P
L A
Z A
N E
W Y
O R
K N
Y
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
SHEET ID
A S
I N
D
IC
A T
E D
P T
F L -1
-6
US Army Corps of Engineers ®
-B
E D
L E
V E
L
C O
N F
IN
E
M E
N T
F A
C
IL
IT
Y
J O
IN
T
B A
S E
M c G
U
IR
E -D
IX
-L
A K
E H
U R
S T
N
J
R T
A S
U B
M
IT
T A
L
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
F
IL
E N
A M
E
T V
O O
R H
E E
S
W D
S -1
-D
-0
/1 /2
:4
:4
P M
A C
A R
A B
IL
L O
C K
L O
S
A B
A R
R O
N
J U
N E
G R
O U
N D
F L O
O R
S E
C U
R
IT
Y P
L A
N
E
C
E N
T R
A L .r v t
TY101
SCALE: 3/16" = 1'-0"
D2
GROUND FLOOR SECURITY PLAN
0 4' 8' 12'
PLAN
NORTH
T R
U E
N
KEYED NOTES: T###
BOTTOM OF MONITORS SHALL BE MOUNTED A
MINIMUM OF 6" ABOVE WINDOW FRAME.
TOP OF MONITORS SHALL BE MOUNTED A
MINIMUM OF 6" BELOW CEILING.
REFER TO DRAWING TN401 FOR ADDITIONAL
INFORMATION.
MOUNT CAMERA TIGHT TO CEILING.
T001
T002
T003
T004
SCALE: 1/4" = 1'-0"
A1
CONTROL ROOM SECURITY ELEVATION
NOTES:
1. REFER TO DRAWING A-901 FOR ADDITIONAL
SECURITY INFORMATION.
SCALE: 1/4" = 1'-0"
A6
ADMINISTRATIVE PROCESSING ELEVATION
0 2' 4' 8' 0 2' 4' 8'
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
R
T A
S U
B M
IT
T
A L
J U
N
R
E V
IS
IO
N P
E R
B
ID
R F
I 'S O
C T
| 138107_A_REVISION PER BID PERIOD RFIS-10.18.2022 |
| Sheets |
| A-104 - MECHANICAL ATTIC FLOOR PLAN |
| A-301 - BUILDING SECTIONS |
| A-312 - WALL SECTIONS |
| A-352 - SECTION DETAILS |
| A-601 - DOOR SCHEDULE AND TYPES |
| A-651 - WINDOW AND LOUVER SCHEDULE AND TYPES |
| 138107_Elec_REVISION PER BID PERIOD RFIS-10.18.2022 |
| Sheets |
| EP101 - GROUND FLOOR POWER PLAN |
| EP602 - UPS AND MECHANICAL EQUIPMENT SCHEDULES |
| TY101 - GROUND FLOOR SECURITY PLAN |
| 138107_Sec_REVISION PER BID PERIOD RFIS-10.18.2022 |
| Sheets |
| EP101 - GROUND FLOOR POWER PLAN |
| EP602 - UPS AND MECHANICAL EQUIPMENT SCHEDULES |
| TY101 - GROUND FLOOR SECURITY PLAN |
File details come from the government source that posted it. Updated .