NAFQJ3-23-B-0001 Amend 0011 Drawings.pdf
PDF 17 MB Posted
- Attached to
- NAF MWR Army Lodging, Camp Zama, Japan
- Solicitation number
- NAFQJ3-23-B-0001
About this file
The provided document is an amendment (Amendment 0011) to the drawings for Solicitation NAFQJ3-23-B-0001, which is for the construction of a new 7-story Army Lodging Facility consisting of 103 suites with separate bedroom and sitting/living area at Camp Zama, Japan. The project will include supporting facilities such as utilities, elevators, mechanical/electrical/communication rooms, heating system, fire protection/detection systems, and information systems. The site work design will include a controlled vehicle approach with canopy and bus parking, a controlled paved loading area, POV/GOV parking, pedestrian walkways, and a trash area. The solicitation is being issued by the Department of the Army Corps of Engineers Engineering District Japan.
View the file
Other files
Show all 41
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
ARCHITECTURAL
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION
EDDIE EBERT, LEED AP
LICENSE NO. AR-15931
CIVIL
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION
STRUCTURAL
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION
TODD J. DONKLE, WI PE, SE
LICENSE NO. E-28219
FIRE PROTECTION & LIFE SAFETY
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION
SCOTT LEOPOLD, FL PE
LICENSE NO.74186
MECHANICAL
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION
ALI MAHMOOD, IL PE
LICENSE NO. 62058968
ELECTRICAL
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION
TIMOTHY SCHUETTPELZ, WI PE
LICENSE NO. 42090-6
COMMUNICATIONS
THIS WORK WAS PREPARED BY ME
OR UNDER MY SUPERVISION
KURT CLEMENTE, PE, RCDD
CERTIFICATION NO. 165625
BRIONNE BISCHKE, WI PE
LICENSE NO. E-37597-006
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
IS
O
A
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
1 3 5 7 9 11 13 15 17 19
D A
T E
US Army Corps of Engineers ®
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
C
B
A
D
E
G
J
L
N
F
H
K
M
P
Q
CIVIL
LANDSCAPE
STRUCTURAL
ARCHITECTURAL
FIRE PROTECTION
& LIFE SAFETY
PLUMBING
MECHANICAL
ELECTRICAL
TELECOM
ONEIDA TOTAL INTEGRATED SERVICES (OTIE)
1033 NORTH MAYFAIR ROAD, SUITE 200
MILWAUKEE, WI 53226
(414) 607-6757
BBISCHKE@OESCGROUP.COM - DOR
ONEIDA TOTAL INTEGRATED SERVICES (OTIE)
1033 NORTH MAYFAIR ROAD, SUITE 200
MILWAUKEE, WI 53226
(540) 533-6658
KERICKSEN@OESCGROUP.COM - DOR
ONEIDA TOTAL INTEGRATED SERVICES (OTIE)
1033 NORTH MAYFAIR ROAD, SUITE 200
MILWAUKEE, WI 53226
(608) 241-6716 or (608) 512-6100
TDONKLE@OESCGROUP.COM - DOR
RIM ARCHITECTS
55 MERCHANT STREET, SUITE 1400
HONOLULU, HI 96813
(808) 550-0844
EEBERT@RIMARCHITECTS.COM - DOR
RS&H
10748 DEERWOOD PARK BOULEVARD SOUTH
JACKSONVILLE, FL 32256
(904) 256-2500 OR (904) 256-2273
SCOTT.LEOPOLD@RSANDH.COM - DOR
RS&H
330 WEST ADAMS STREET, SUITE 400
CHICAGO, IL 60606
(312) 526-5026 OR (773) 307-3532
ALI.MAHMOOD@RSANDH.COM - DOR
RS&H
330 WEST ADAMS STREET, SUITE 400
CHICAGO, IL 60606
(312) 526-5026 OR (773) 307-3532
ALI.MAHMOOD@RSANDH.COM - DOR
ONEIDA TOTAL INTEGRATED SERVICES (OTIE)
1033 NORTH MAYFAIR ROAD, SUITE 200
MILWAUKEE, WI 53226
(920) 884-3971
TSCHUETTPELZ@OESCGROUP.COM - DOR
RS&H
248 W BUTE ST, SUITE 101
NORFOLK, VA 23510
(757) 985-4509 OR (757) 676-6004
KURT.CLEMENTE@RSANDH.COM - DOR
PROJECT MANAGER
ONEIDA TOTAL INTEGRATED SERVICES (OTIE)
1033 NORTH MAYFAIR ROAD, SUITE 200
MILWAUKEE, WI 53226
(920) 883-9919
PVANDENBERG@OESCGROUP.COM
B
IM
/3
C
A M
P Z
A M
A L
O D
G
IN
G F
A C
IL
IT
Y /Z
A M
A L O
D G
E -A
-3 D v R
.r v t
/1
/2
:1
:5
P M
G-001
C O
V E
R S
H E
E T
J A
P A
N D
IS
T
R
IC
T U
N
IT
A
P O
A
P
-5
O T
IE
-R
S
H J
O
IN
T V
E N
T U
R E
N
O R
T H
M A
Y F
A
IR
R O
A D
S
U
IT
E
M
IL
W A
U K
E E
W
I
D A
IK
E
N
R
IN
IG
U
E Z
P V
A N
D E
N B
E R
G
S B
O H
N E
M A
Y
X X
X X
X X
-X X
-X -X
X X
X X
X X
X X
-X X
-X -X
X X
R E
A D
Y T
O A
D V
E R
T
IS
E S
U B
M
IT
T A
L
A R
M Y
L O
D G
IN
G
F A
C
IL
IT
Y
C
A M
P Z
A M
A J A
P A
N
JAPAN DISTRICT
XXXXXX-XX-X-XXX
XXXXXX-XX-X-XXX
MAY 26, 2023
ARMY LODGING FACILITY, CAMP ZAMA, JAPAN
READY TO ADVERTISE
SUBMITTAL
PROJECT SITE
PROJECT SITE
NORTH
CAMP
ZAMA
COUNTRY MAP - JAPAN VICINITY MAP - CAMP ZAMA
NORTH
LICENSE EXPIRES 04-30-2024
A M
E N
D M
E N
T
A
D D
B A
T H
R O
O M
S H
E L V
E S
A T
E S
-A B
A U
N
IT
S
/1
/2
J
U L
AM-0011
R
EV
IS
IO
N
S
FO
R A
M -0
O
C T
N O
V
R
EV
IS
IO
N
S
FO
R A
M -0
JA
N
R
EV
IS
IO
N
S
FO
R A
M -0
M
AY
DNDN
UP UP
S S
A
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
B
D
E
G
H
A-204
A-202
A-203
A-301
A-301
A-303
A-303
A-302
A-302
A-201
STAIR #2
GUEST
CORRIDOR
GUEST
ELEV
LOBBY
SERV ELEV
LOBBY
HSKP
CLOSET
A-434
A-430
3200 4100 4100 4100 4100 4300 4300 4100 4100 4300 4300 4300 4300 4100 4100 3200
65000
A-405
A-407
A-462
A-462
A-460
A-461
STAIR #1
ES
ES
DFS ABA
FS1
DFS
705 ES
FS1
FS2
ES
ES-ABA
FS2
FS1
FS1
ES
ES
ES
C
TELECOM
ELECTRICAL
GUEST
STORAGE
GUEST
STORAGE
STORAGE
STORAGE
A-303
A-303
A-401
F
A-512
A-513
A-512
FL. 79.15
FL. 79.15 FL. 79.15
SIM
A-434
PLAN NORTH
KEY PLAN
NOT TO SCALE
LEGEND
CONCRETE WALL/COLUMN
CONCRETE WALL W/ EIFS
CONCRETE WALL W/ ACM PANEL
METAL STUD WALL
FIRE EXTINGUISHER - REFER TO LIFE SAFETY
VENT THROUGH ROOF - REFER TO MECHANICAL
ROOF DRAIN
OVERFLOW ROOF DRAIN
SMOKE PARTITION
1/2-HOUR FIRE RATED WALL
1-HOUR FIRE RATED WALL
2-HOUR FIRE RATED WALL
S S
GENERAL NOTES
1. SEE CIVIL, STRUCTURAL, MECHANICAL,
PLUMBING, ELECTRICAL AND COMMUNICATIONS
DRAWINGS FOR ADDITIONAL WORK.
2. DIMENSIONS ARE TO FACE OF STUD AT METAL
STUDS AND TO FACE OF FINISH AT CONCRETE
CONSTRUCTION.
3. USE ABUSE RESISTANT GYPSUM BOARD AT
CORRIDOR WALLS TO HEIGHT OF TYPICAL PANEL
(1820).
4. REFER TO INTERIORS SHEETS FOR EQUIPMENT
AND FURNITURE LAYOUT.
L O
C
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
IS
O
A
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
1 3 5 7 9 11 13 15 17 19
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
C
B
A
D
E
G
J
L
N
F
H
K
M
P
Q
B
IM
/3
C
A M
P Z
A M
A L
O D
G
IN
G F
A C
IL
IT
Y /Z
A M
A L O
D G
E -A
-3 D v R
.r v t
/2
/2
:1
:3
P
M
A-107
S E
V E
N T
H F
L O
O R
P L A
N
J A
P A
N D
IS
T
R
IC
T U
N
IT
A
P O
A
P
-5
O T
IE
-R
S
H J
O
IN
T V
E N
T U
R E
N
O R
T H
M A
Y F
A
IR
R O
A D
S
U
IT
E
M
IL
W A
U K
E E
W
I
D A
IK
E
N
J C
L A
R E
P V
A N
D E
N B
E R
G
S B
O H
N E
M A
Y
X X
X X
X X
-X X
-X -X
X X
X X
X X
X X
-X X
-X -X
X X
R E
A D
Y T
O A
D V
E R
T
IS
E S
U B
M
IT
T A
L
A R
M Y
L O
D G
IN
G
F A
C
IL
IT
Y
C
A M
P Z
A M
A J A
P A
N
AM-0011
0 800040002000
PLAN NORTH
1 : 1001
SEVENTH FLOOR PLAN
1 1 A
M E
N D
M E
N T
A D
D B
A T
H R
O O
M S
H E
L V
E S
A T
E S
-A B
A U
N
IT
S
J
U L
R
E V
IS
IO
N S
F O
R A
M -0
M
A Y
C R
C R
CR
CR
WW
C R
CR
CR
W W
DW
C R
CR
CR
DW
C R
CR
DW
S S
S
S S
S S
S
S S
S S
S S
S S
S S
A
10 11 12
B
D
REAR
ENTRY
ELEVATOR
LOBBY
SERV ELEV
LOBBY
ELEVATOR
ELEVATOR
C
C
C
C
23b A 1
C
112A
112B
C
C
C
A-303
A-303
LINEN
A-532
A-532
TYP
C
C
114B
4100 100100 4100
2250 3310 2840
C
23b A 1
C
C 2
C
A-426
A
10 11 12
B
D
GUEST
LAUNDRY
X51
HSKP
CLOSET
X52
GUEST
ELEV
LOBBY
X50
SERV ELEV
LOBBY
X53
C
X52
X51
X53
C
23a A 1
C
23a A 1
A
C 2
C
C
C
23b A 1
A 1
05a A 1
05a A 1
C
A-303
A-303
W01.120
21212113
100 3155 5245 100
A-532
TYP
C
C
2250 3300 2850
A
10a A
10a A 2
A-426
C
05a A 1
05a A 1 460
A-551
GENERAL NOTES
1. SEE CIVIL, STRUCTURAL, MECHANICAL,
PLUMBING, ELECTRICAL AND COMMUNICATIONS
DRAWINGS FOR ADDITIONAL WORK.
2. DIMENSIONS ARE TO FACE OF STUD AT METAL
STUDS AND TO FACE OF FINISH AT CONCRETE
CONSTRUCTION.
3. USE ABUSE RESISTANT GYPSUM BOARD AT
CORRIDOR WALLS TO HEIGHT OF TYPICAL PANEL
(1820).
4. REFER TO INTERIORS SHEETS FOR EQUIPMENT
AND FURNITURE LAYOUT.
KEYNOTES XX
LEGEND
CONCRETE WALL / COLUMN
CONCRETE WALL W/ EIFS FINISH SYSTEM
CONCRETE WALL W/ ACM PANEL
CONCRETE WALL - NON-STRUCTURAL
METAL STUD WALL
DOOR TAG, REFER TO DOOR SCHEDULE
SHEET A-601
WINDOW TAG, REFER TO GLAZING
SCHEDULE
SHEET A-602
WALL TAG, REFER TO PARTITION TYPES
SHEETS A-501 THROUGH A-504
CARD READER, REFER TO ELECTRICAL
FLOOR DRAIN, REFER TO PLUMBING
DURESS PUSH BUTTON, REFER TO TELECOM
SMOKE PARTITION
1/2-HOUR FIRE RATED WALL
1-HOUR FIRE RATED WALL
2-HOUR FIRE RATED WALL
FIRE EXTINGUISHER, REFER TO LIFE SAFETY
CCR
X
X
XX X
X
DS
S S
A
10 11 12
B
D
C
A-303
A-303
HSKP
CLOSET
SERV ELEV
LOBBY
GUEST
ELEV.
LOBBY
A
C
C16
C
C
C
05a A 1
05a A 1
A 1
W01.1
05a A 1
100 3255 5245 100
A-532
TYP
JAN
C
23b A 1
2250 3300 2850
10a A
23b A 1
23a A 1
10a A 600
C
C
31313131
C
A-551
A
10 11 12
B
D
A-301
A-301
C
A-303
A-303
HSKP
CLOSET
GUEST
ELEV
LOBBY
X50
SERV ELEV
LOBBY
X53
X52
3255 5245 100
2250 3300 2850
C
D
D
23a A 1
C
C
A
C
23b A 1
D
C
A
10a A
10a A
A
05a A 1
05a A 1
A 1
05a A 1
05a A 1 460
W01.1
C
A-551
L O
C
L O
C L O
C
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
IS
O
A
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
1 3 5 7 9 11 13 15 17 19
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
C
B
A
D
E
G
J
L
N
F
H
K
M
P
Q
B
IM
/3
C
A M
P Z
A M
A L
O D
G
IN
G F
A C
IL
IT
Y /Z
A M
A L O
D G
E -A
-3 D v R
.r v t
/2
/2
:1
:0
P
M
A-401
P A
R T
IA
L E
L E
V A
T O
R C
O R
E P
L A
N S
J A
P A
N D
IS
T
R
IC
T U
N
IT
A
P O
A
P
-5
O T
IE
-R
S
H J
O
IN
T V
E N
T U
R E
N
O R
T H
M A
Y F
A
IR
R O
A D
S
U
IT
E
M
IL
W A
U K
E E
W
I
D A
IK
E
N
J C
L A
R E
P V
A N
D E
N B
E R
G
S B
O H
N E
M A
Y
X X
X X
X X
-X X
-X -X
X X
X X
X X
X X
-X X
-X -X
X X
R E
A D
Y T
O A
D V
E R
T
IS
E S
U B
M
IT
T A
L
A R
M Y
L O
D G
IN
G
F A
C
IL
IT
Y
C
A M
P Z
A M
A J A
P A
N
AM-0011
1 : 501
FIRST FLOOR ELEVATOR CORE PLAN
0 400020001000
PLAN NORTH
1 : 502
SECOND, FOURTH, SIXTH FLOOR ELEVATOR CORE PLAN
0 400020001000
PLAN NORTH
0 400020001000
PLAN NORTH
10 RECESSED SLAB - REFER TO STRUCTURAL
13 WALL MOUNTED TELEVISION AND BRACKET - PROVIDE
BLOCKING IN WALL - REFER TO INTERIOR ELEVATIONS
FOR MOUNTING HEIGHT
16 ICE MAKER - REFER TO PLUMBING
18 WALL/CEILING ACCESS PANEL - CONFIRM LOCATION
WITH PLUMBING/MECHANICAL DRAWINGS
20 FLOOR DRAIN - REFER TO PLUMBING
21 APPLIANCE - REFER TO INTERIOR SHEETS
22 SERVICE SINK - REFER TO PLUMBING
23 UTILITY SINK - REFER TO PLUMBING
24 150mm HIGH CONCRETE CURB
28 SHELF WITH BROOM AND MOP HOLDER
31 EQUIPMENT - REFER TO I-SHEETS FOR MORE
INFORMATION
37 FLOOR SINK - REFER TO PLUMBING
38 ELEVATOR LADDER
1 : 503
THIRD FLOOR ELEVATOR CORE PLAN
1 : 504
FIFTH, SEVENTH FLOOR ELEVATOR CORE PLAN
PLAN NORTH
0 400020001000
R
E V
IS
IO
N S
F O
R A
M -0
M
A Y
GENERAL NOTES
1. DIMENSIONS ARE TAKEN FROM FACE OF
STRUCTURE.
2. REFER TO SHEET A-201 FOR EIFS SYSTEM
DESCRIPTIONS.
LEGEND
CONCRETE STRUCTURE. REFER TO
STRUCTURAL
METAL STUDS, CAVITIES INFILLED WITH BATT
INSULATION. REFER TO WALL ASSEMBLIES
FOR STUD THICKNESS AND R-VALUE.
FIRST FLOOR
SECOND FLOOR
1 2
CONCRETE STRUCTURE
COILING DOOR
CONCRETE
STRUCTURE
METAL STUD SOFFIT
WITH EIFS SYSTEM #2
EIFS SYSTEM OVER
CONCRETE
CONCRETE SLAB AND FOUNDATION,
SEE STRUCTURAL DRAWINGS
CONCRETE STRUCTURAL
ROOF SLAB,
SEE STRUCTURAL
DRAWINGS
CONCRETE GIRDER,
SEE STRUCTURAL DRAWINGS
A-520
ALUMINUM
COMPOSITE
PANEL SYSTEM
ALUMINUM COPING
BUILT-UP ROOFING
SLOPED TOPPING SLAB
EIFS FINISH
EIFS SYSTEM
ADHESIVE/DRAINAGE MEDIUM
EPS INSULATION
EIFS SYSTEM AIR/WATER
RESISTIVE BARRIER COATING
RECEIVING
A-512
A-520
RIGID INSULATION
A-542
A-542
A-510
9 A-519
ROOF
25250
LOW PARAPET
26900
CONCRETE STRUCTURE,
SEE STRUCTURAL DRAWINGS
EIFS FINISH
CONCRETE STRUCTURAL GIRDER,
SEE STRUCTURAL DRAWINGS
CONCRETE STRUCTURAL ROOF SLAB,
SEE STRUCTURAL DRAWINGS
GUESTROOM GYPSUM
CEILING AND SOFFIT
STAINLESS STEEL COPING (SM-1)
A-520
A-546
BUILT-UP ROOFING
RIGID INSULATION
SLOPED TOPPING SLAB
EIFS SYSTEM
ADHESIVE/DRAINAGE MEDIUM
EPS INSULATION
EIFS SYSTEM AIR/WATER
RESISTIVE BARRIER COATING
,2
MORTAR CANT
SIM
F
FIFTH FLOOR
14450
SIXTH FLOOR
17850
G
CONCRETE STRUCTURE,
SEE STRUCTURAL DRAWINGS
CONCRETE STRUCTURAL GIRDER,
SEE STRUCTURAL DRAWINGS
CONCRETE FLOOR SLAB,
SEE STRUCTURAL DRAWINGS
GYPSUM CEILING
PARLOR
A-546
A-546
OPP
OPP
EIFS FINISH
EIFS SYSTEM
ADHESIVE/DRAINAGE MEDIUM
EPS INSULATION
EIFS SYSTEM AIR/WATER
RESISTIVE BARRIER COATING
,4
GYPSUM CEILING ADHERED
DIRECTLY TO SOFFIT
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
IS
O
A
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
1 3 5 7 9 11 13 15 17 19
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
C
B
A
D
E
G
J
L
N
F
H
K
M
P
Q
B
IM
/3
C
A M
P Z
A M
A L
O D
G
IN
G F
A C
IL
IT
Y /Z
A M
A L O
D G
E -A
-3 D v R
.r v t
/2
/2
:1
:0
P
M
A-425
W A
L L S
E C
T
IO
N S
J A
P A
N D
IS
T
R
IC
T U
N
IT
A
P O
A
P
-5
O T
IE
-R
S
H J
O
IN
T V
E N
T U
R E
N
O R
T H
M A
Y F
A
IR
R O
A D
S
U
IT
E
M
IL
W A
U K
E E
W
I
D A
IK
E
N
R
IN
IG
U
E Z
P V
A N
D E
N B
E R
G
S B
O H
N E
M A
Y
X X
X X
X X
-X X
-X -X
X X
X X
X X
X X
-X X
-X -X
X X
R E
A D
Y T
O A
D V
E R
T
IS
E S
U B
M
IT
T A
L
A R
M Y
L O
D G
IN
G
F A
C
IL
IT
Y
C
A M
P Z
A M
A J A
P A
N
AM-0011
1 : 201
ENTRY AT RECEIVING 125
0 1600800400
1 : 203
PARAPET AT EIFS SYSTEM
1 : 202
FLOOR TO FLOOR SECTION AT EIFS SYSTEM
0 1600800400
0 1600800400
R
E V
IS
IO
N S
F O
R A
M -0
M
A Y
C C
C
C
C
C
C
C
C
RC
R C
R
C R
CR
C
C
C R
CR
C R
9 10 11 12 13 14 15 16
D
E
GUEST
CORRIDOR
X00
ELECTRICAL
X17
TELECOM
X18
STAIR #2
X61
GUEST
ELEV.
LOBBY
X50
SERV ELEV
LOBBY
X53
X53
X17
X18
X61
C
23b A 1
23b A 1
C
23b A 1
23b A 1
C
23b A 1
C
23b A 1
23b A 1
23b A 1
05a A
05a A
23a A 1
/1 A-430
D
A
A
23b A 1
C
21a A 1
21a A 1
1990 4450
1990 6050 4750 3850 4750 3850 2865 3615
960 910
4750 3850 2865 3615
960 910 1285
A
C L E
A R
/2 A-430
AT SECOND - SIXTH
FLOOR
AT SEVENTH FLOOR
C
A-551
A-551
PLAN NORTH
ZONE B
KEY PLAN
NOT TO SCALE
GENERAL NOTES
1. DIMENSIONS ARE TO FACE OF STUD AT METAL
STUDS AND TO FACE OF FINISH AT CONCRETE
CONSTRUCTION.
2. USE ABUSE RESISTANT GYPSUM BOARD BELOW
CHAIR RAIL/BUMPER GUARDS OF ALL CORRIDOR
WALLS.
L O
C
LEGEND
CONCRETE WALL/COLUMN
CONCRETE WALL W/ EIFS
CONCRETE WALL W/ ACM PANEL
METAL STUD WALL
DOOR TAG, REFER TO DOOR SCHEDULE
SHEET A-601
WINDOW TAG, REFER TO GLAZING
SCHEDULE
SHEET A-602
CCR
X
X
XX X
X
DS
WALL TAG, REFER TO PARTITION TYPES
SHEETS A-501 THROUGH A-504
CARD READER, REFER TO ELECTRICAL
FLOOR DRAIN, REFER TO PLUMBING
DURESS PUSH BUTTON, REFER TO TELECOM
SMOKE PARTITION
1/2-HOUR FIRE RATED WALL
1-HOUR FIRE RATED WALL
2-HOUR FIRE RATED WALL
S S
KEYNOTES XX
8 9 10
D
E
C
C
W4 A
C
C
C
C
C
23b A 1
23b A 1
ELECTRICAL
DFS ABA
TELECOM
STORAGE
GUEST
CORRIDOR
10a A 1
23b A 1
23b A 1
05a A 1 11
A
A
714 718
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
IS
O
A
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
1 3 5 7 9 11 13 15 17 19
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
C
B
A
D
E
G
J
L
N
F
H
K
M
P
Q
B
IM
/3
C
A M
P Z
A M
A L
O D
G
IN
G F
A C
IL
IT
Y /Z
A M
A L O
D G
E -A
-3 D v R
.r v t
/2
/2
:1
:2
P
M
A-434
T H
IR
D
-S E
V E
N T
H P
A R
T
IA
L C
O R
R
ID
O R
P L A
N S
Z
O N
E B
J A
P A
N D
IS
T
R
IC
T U
N
IT
A
P O
A
P
-5
O T
IE
-R
S
H J
O
IN
T V
E N
T U
R E
N
O R
T H
M A
Y F
A
IR
R O
A D
S
U
IT
E
M
IL
W A
U K
E E
W
I
D A
IK
E
N
J C
L A
R E
P V
A N
D E
N B
E R
G
S B
O H
N E
M A
Y
X X
X X
X X
-X X
-X -X
X X
X X
X X
X X
-X X
-X -X
X X
R E
A D
Y T
O A
D V
E R
T
IS
E S
U B
M
IT
T A
L
A R
M Y
L O
D G
IN
G
F A
C
IL
IT
Y
C
A M
P Z
A M
A J A
P A
N
AM-0011
0 400020001000
PLAN NORTH
1 : 501
THIRD - SEVENTH FLOOR CORRIDOR PLAN - ZONE B
18 WALL/CEILING ACCESS PANEL - CONFIRM LOCATION WITH
PLUMBING/MECHANICAL DRAWINGS
1 : 502
SEVENTH FLOOR CORRIDOR PLAN - ZONE B 4
R
E V
IS
IO
N S
F O
R A
M -0
M
A Y
SS
S
SS
C
C
LEGEND
X
X
XX X
X
C
CONCRETE WALL/COLUMN
CONCRETE WALL W/ EIFS
CONCRETE WALL W/ ACM PANEL
METAL STUD WALL
DOOR TAG, REFER TO DOOR SCHEDULE
SHEET A-601
WINDOW TAG, REFER TO WINDOW
SCHEDULE SHEET A-602
WALL TAG, REFER TO PARTITION TYPES
SHEET A-501
CARD READER, REFER TO ELECTRICAL
GYPSUM BOARD CEILING
RECESSED CAN LIGHT FIXTURE
FIRE ALARM/MASS NOTIFICATION
SPEAKER/STROBE
MECHANICAL AIR DIFFUSER - SUPPLY
MECHANICAL AIR DIFFUSER - RETURN
300X300 ACCESS PANEL
600x600 ACCESS PANEL
SMOKE DETECTOR
S
S
GENERAL NOTES
1. DIMENSIONS ARE TO FACE OF STUD AT METAL
STUDS AND TO FACE OF FINISH AT CONCRETE
CONSTRUCTION.
2. DIMENSIONS FOR REFLECTED CEILING PLANS ARE
FROM FACE OF FINISH.
3. PROVIDE METAL STUD BLOCKING FOR ALL WALL
MOUNTED ITEMS.
4. SMOKE ALARMS AND SMOKE DETECTORS SHALL
NOT BE INSTALLED WITHIN A 910mm HORIZONTAL
PATH FROM THE TIP OF THE BLADE OF A CEILING-
SUSPENDED (PADDLE) FAN.
BATHROOM
ENTRY
C
C
C
A 1
C
23b A 1
C 1
C
C C
C
C
A 1
C
C 1
A
B
C2
W01
C
C
1580 105
BEDROOM
A-560
915 MIN
915 MIN.
ENTRY
WRAP GYP BD INTO
OPENING - REFER TO
FS2 FLOOR PLAN FOR
DOOR TYPE 'D'
ENTRY
BATHROOM
BEDROOM
EQ EQ 1100 1090
E Q
E Q
EQ EQ
E Q
E Q
E Q
E Q
BATHROOM
BEDROOM
ENTRY
EQ EQ
E Q
E Q
E Q
E Q
EQ EQ
E Q
E Q
EQ EQ
E Q
E Q
BEDROOM
BATHROOM
A
B
23b A 1
C
C
C
A 1
C
05a A 1
05a A 1
C 1
C 1
A 1
C
C
C
C
740 1545
ENTRY
05a A 1
A-559
C
W01
C
WRAP GYP BD INTO
OPENING - REFER TO
FS2 FLOOR PLAN FOR
DOOR TYPE 'D'
BATHROOM
M
IN
930 1245
A-551
KEYNOTES XX
ENTRY
1525 MIN
GUEST
CORRIDOR
M
IN
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
IS
O
A
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
1 3 5 7 9 11 13 15 17 19
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
C
B
A
D
E
G
J
L
N
F
H
K
M
P
Q
B
IM
/3
C
A M
P Z
A M
A L
O D
G
IN
G F
A C
IL
IT
Y /Z
A M
A L O
D G
E -A
-3 D v R
.r v t
/2
/2
:1
:5
P
M
A-460
U N
IT
E
S
E S
-A B
A
P L A
N S
J A
P A
N D
IS
T
R
IC
T U
N
IT
A
P O
A
P
-5
O T
IE
-R
S
H J
O
IN
T V
E N
T U
R E
N
O R
T H
M A
Y F
A
IR
R O
A D
S
U
IT
E
M
IL
W A
U K
E E
W
I
D A
IK
E
N
J C
L A
R E
P V
A N
D E
N B
E R
G
S B
O H
N E
M A
Y
X X
X X
X X
-X X
-X -X
X X
X X
X X
X X
-X X
-X -X
X X
R E
A D
Y T
O A
D V
E R
T
IS
E S
U B
M
IT
T A
L
A R
M Y
L O
D G
IN
G
F A
C
IL
IT
Y
C
A M
P Z
A M
A J A
P A
N
AM-0011
0 4000200010000 400020001000
0 400020001000 0 400020001000
NOTE: ROLL-IN SHOWER
UNITS LOCATED AT 2ND &
3RD FLOORS ONLY
1 : 502
EXTENDED STAY ABA (ES-ABA) FLOOR PLAN
1 : 504
EXTENDED STAY ABA (ES-ABA) CEILING PLAN
1 : 503
EXTENDED STAY (ES) CEILING PLAN
1 : 501
EXTENDED STAY (ES) FLOOR PLAN
44 FAN COIL UNIT (FCU) ABOVE - REFER TO MECHANICAL
81 CEILING ACCESS PANEL - CONFIRM LOCATION WITH
PLUMBING/MECHANICAL DRAWINGS
82 BATHROOM EXHAUST - REFER TO MECHANICAL
83 GYPSUM BOARD LAYER OVER ISOLATION CLIP AT
CONCRETE WALL/COLUMN
84 CONNECTOR DOOR
85 CLOSET ROD AND SHELF
A
M E
N D
M E
N T
A D
D B
A T
H R
O O
M S
H E
L V
E S
A T
E S
-A B
A U
N
IT
S
J
U L
R
E V
IS
IO
N S
F O
R A
M -0
N
O V
R
E V
IS
IO
N S
F O
R A
M -0
M
A Y
15 mm GYPSUM BOARD
50 mm METAL STUD
10 mm AIR GAP
CONCRETE WALL
15 mm GYPSUM
BOARD
50 mm METAL STUD
15 mm GYPSUM BOARD
(PROVIDE 12.5 CEMENT
BOARD IN WET
LOCATIONS)
90 mm METAL STUD
10 mm AIR GAP
CONCRETE WALL
(2) LAYERS 15 mm GYPSUM
BOARD
90 mm METAL STUD
10 mm AIR GAP
CONCRETE WALL
90 mm METAL STUD
10 mm AIR GAP
CONCRETE WALL
12.5 mm CEMENT BOARD
15 mm GYPSUM BOARD
15 mm GYPSUM BOARD (PROVIDE 12.5mm
CEMENT BOARD IN WET
LOCATIONS)
90 mm METAL STUD
(2) LAYERS 15 mm GYPSUM
BOARD
90 mm METAL STUD
90 mm METAL STUD
12.5 mm CEMENT BOARD
15 mm GYPSUM BOARD
BATT INSULATION, AS
NOTED IN WALL TAG BATT INSULATION, AS
NOTED IN WALL TAG
BATT INSULATION, AS
NOTED IN WALL TAG
BATT INSULATION, AS
NOTED IN WALL TAG
05a
2-1/2" [64 MM] SHAFTWALL
STUDS, 20 GA. (0.033"), 24"
[610 MM] ON CENTER
(2)LAYER 5/8" [15.9 MM]
GYPSUM BOARD (UL TYPE
SCX) OR EQUAL
1 LAYER 1" [25.4 MM]
SHAFTWALL LINER
PANELS (UL TYPE SLX)
SHAFT-SIDE
FIRE RATING: 2HR
R-VALUE/STC RATING: -
HEAD
PLAN
SILL
HEAD
PLAN
SILL
HEAD
PLAN
SILL
HEAD
PLAN
SILL
HEAD
PLAN
SILL
HEAD
PLAN
SILL
HEAD
PLAN
SILL
HEAD
PLAN
SILL
HEAD
PLAN
SILL
CONTINUOUS BEAD OF
FIRESTOPPING
SEALANT, EACH SIDE
FIRESTOPPING, EACH
SIDE
UL U415 UNDERWRITERS LABORATORY
10a
HEAD
PLAN
SILL
FIRE RATING: 2HR
R-VALUE/STC RATING:
UL U415 UNDERWRITERS LABORATORY
1 LAYER 1" [25.4 MM]
SHAFTWALL LINER
PANELS (UL TYPE SLX)
4" [102 MM] SHAFTWALL
STUDS, 25 GA. (0.018"),
24" [610 MM] ON CENTER
(2)LAYER 5/8" [15.9 MM]
GYPSUM BOARD (UL
TYPE SCX) OR EQUAL
FIRESTOPPING, EACH
SIDE
CONTINUOUS BOTTOM
TRACK
CONTINUOUS BEAD OF
FIRESTOPPING
SEALANT, EACH SIDE
CONTINUOUS BOTTOM
TRACK
CONTINUOUS BOTTOM
TRACK
CONTINUOUS BOTTOM
TRACK
CONTINUOUS BOTTOM
TRACK
CONTINUOUS BOTTOM
TRACK
CONTINUOUS BOTTOM
TRACK
CONTINUOUS BOTTOM
TRACK
CONTINUOUS BOTTOM
TRACK
CONTINUOUS BOTTOM
TRACK
NOTE: PROVIDE
FIRESTOPPING AT ALL
PENETRATIONS.
NOTE: PROVIDE
FIRESTOPPING AT ALL
PENETRATIONS.
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
IS
O
A
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
1 3 5 7 9 11 13 15 17 19
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
C
B
A
D
E
G
J
L
N
F
H
K
M
P
Q
B
IM
/3
C
A M
P Z
A M
A L
O D
G
IN
G F
A C
IL
IT
Y /Z
A M
A L O
D G
E -A
-3 D v R
.r v t
/2
/2
:1
:5
P
M
A-502
P A
R T
IT
IO
N T
Y P
E S
J A
P A
N D
IS
T
R
IC
T U
N
IT
A
P O
A
P
-5
O T
IE
-R
S
H J
O
IN
T V
E N
T U
R E
N
O R
T H
M A
Y F
A
IR
R O
A D
S
U
IT
E
M
IL
W A
U K
E E
W
I
D A
IK
E
N
J C
L A
R E
P V
A N
D E
N B
E R
G
S B
O H
N E
M A
Y
X X
X X
X X
-X X
-X -X
X X
X X
X X
X X
-X X
-X -X
X X
R E
A D
Y T
O A
D V
E R
T
IS
E S
U B
M
IT
T A
L
A R
M Y
L O
D G
IN
G
F A
C
IL
IT
Y
C
A M
P Z
A M
A J A
P A
N
AM-0011
0 400200100
R
E V
IS
IO
N S
F O
R A
M -0
M
A Y
7 mm TILE
12.5 mm CEMENT BOARD
15 mm GYPSUM BOARD
90 mm METAL STUD
10 mm AIR GAP
CONCRETE WALL
15 mm GYPSUM BOARD, EACH SIDE
90 mm METAL STUD
7 mm TILE
12.5 mm CEMENT BOARD
15 mm GYPSUM BOARD
90 mm METAL STUD
BATT INSULATION, AS
NOTED IN WALL TAG
BATT INSULATION, AS
NOTED IN WALL TAG
HEAD
PLAN
SILL
HEAD
PLAN
SILL
HEAD
PLAN
SILL
(2) 15 mm GYPSUM
BOARD, EACH SIDE
23a
FIRE RATING: 2 HR
R-VALUE/STC RATING: -/54
90 mm METAL STUD, 606mm ON CENTER
BATT INSULATION
HEAD
PLAN
SILL
(2)15 mm GYPSUM
BOARD, EACH SIDE
90 mm METAL STUD
BATT INSULATION, AS
NOTED IN WALL TAG
HEAD
PLAN
SILL
CONTINUOUS BEAD OF
FIRESTOPPING SEALANT,
EACH SIDE
(2)15mm GYPSUM BOARD
(TYPE Z)
90 mm MTL STUD, 600mm
ON CENTER
22b
90mm BATT INSULATION
15mm GYPSUM BOARD
(TYPE Z)
FIRE RATING: -
R-VALUE/STC RATING: -/51
HEAD
PLAN
SILL
CONTINUOUS ACOUSTIC
SEALANT, EACH SIDE
12.5 mm CEMENT BOARD
15 mm GYPSUM BOARD
90 mm METAL STUD
15 mm GYPSUM BOARD
BATT INSULATION, AS
NOTED IN WALL TAG
(2) 15 mm GYPSUM
BOARD (TYPE Z) , EACH
SIDE
23b
FIRE RATING: -
R-VALUE/STC RATING: -/54
90 mm METAL STUD, 600mm ON CENTER
BATT INSULATION
HEAD
PLAN
SILL
HEAD
PLAN
SILL
RESTROOM
SIDE
CONTINUOUS ACOUSTIC
SEALANT, EACH SIDE
(2)15mm GYPSUM BOARD
90 mm MTL STUD
15mm GYPSUM BOARD
HEAD
PLAN
SILL
FP060NP-0174
FIRESTOPPING, EACH
SIDE
ACOUSTIC SEALANT,
EACH SIDE
CONTINUOUS BOTTOM
TRACK
CONTINUOUS BOTTOM
TRACK
CONTINUOUS BOTTOM
TRACK
CONTINUOUS BOTTOM
TRACK
CONTINUOUS BOTTOM
TRACK
CONTINUOUS BOTTOM
TRACK
CONTINUOUS BOTTOM
TRACK
CONTINUOUS BOTTOM
TRACK
CONTINUOUS BOTTOM
TRACK
ACOUSTIC SEALANT,
EACH SIDE
12.5 mm CEMENT BOARD, 25a
FIRE RATING: -
R-VALUE/STC RATING: -/51
(2)15mm GYPSUM BOARD
(TYPE Z)
90 mm METAL STUD, 600mm ON CENTER
90mm BATT INSULATION
15mm GYPSUM BOARD
(TYPE Z)
RESTROOM
SIDE
CONTINUOUS ACOUSTIC
SEALANT, EACH SIDE
HEAD
PLAN
SILL
ACOUSTICAL SEALANT,
EACH SIDE
CONTINUOUS BOTTOM
TRACK
NOTE: PROVIDE
FIRESTOPPING AT ALL
PENETRATIONS.
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
IS
O
A
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
1 3 5 7 9 11 13 15 17 19
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
C
B
A
D
E
G
J
L
N
F
H
K
M
P
Q
B
IM
/3
C
A M
P Z
A M
A L
O D
G
IN
G F
A C
IL
IT
Y /Z
A M
A L O
D G
E -A
-3 D v R
.r v t
/2
/2
:1
:5
P
M
A-503
P A
R T
IT
IO
N T
Y P
E S
J A
P A
N D
IS
T
R
IC
T U
N
IT
A
P O
A
P
-5
O T
IE
-R
S
H J
O
IN
T V
E N
T U
R E
N
O R
T H
M A
Y F
A
IR
R O
A D
S
U
IT
E
M
IL
W A
U K
E E
W
I
D A
IK
E
N
J C
L A
R E
P V
A N
D E
N B
E R
G
S B
O H
N E
M A
Y
X X
X X
X X
-X X
-X -X
X X
X X
X X
X X
-X X
-X -X
X X
R E
A D
Y T
O A
D V
E R
T
IS
E S
U B
M
IT
T A
L
A R
M Y
L O
D G
IN
G
F A
C
IL
IT
Y
C
A M
P Z
A M
A J A
P A
N
AM-0011
0 400200100
R
E V
IS
IO
N S
F O
R A
M -0
M
A Y
BATT INSULATION
28a
7 mm TILE
12.5 mm CEMENT BOARD
15mm GYPSUM BOARD, EACH SIDE
150 mm METAL STUD
4142a
(2)15mm GYPSUM
BOARD (TYPE Z)
RESILIENT SOUND
ISOLATION CLIP
150 mm METAL STUD
(2)15mm GYPSUM
BOARD (TYPE Z)
BATT INSULATION
12.5 mm CEMENT BOARD
7 mm TILE
150 mm METAL STUD
15mm GYPSUM BOARD
(TYPE Z)
165mm BATT INSULATION
12.5 mm CEMENT BOARD
(2)15mm GYPSUM
BOARD (TYPE Z)
44a FIRE RATING: -
R-VALUE/STC RATING: -/49+
RESTROOM
SIDE
FIRE RATING: -
R-VALUE/STC RATING: -/70
FIRE RATING: 1 HR
R-VALUE/STC RATING: -/54
RESTROOM
SIDE
RESTROOM
SIDE
150 mm METAL STUD
15mm GYPSUM BOARD
(TYPE Z)
165mm BATT INSULATION
7 mm TILE
12.5 mm CEMENT BOARD
(2)15mm GYPSUM
BOARD (TYPE Z)
45a FIRE RATING: -
R-VALUE/STC RATING: -/54
RESTROOM
SIDE
CONTINUOUS ACOUSTIC
SEALANT, EACH SIDE
CONTINUOUS ACOUSTIC
SEALANT, EACH SIDE
CONTINUOUS ACOUSTIC
SEALANT, EACH SIDE
CONTINUOUS BEAD OF
FIRESTOPPING
SEALANT, EACH SIDE
FIRESTOPPING, EACH
SIDE
BATT INSULATION
28b
7 mm TILE
12.5 mm CEMENT BOARD
(2)15mm GYPSUM BOARD
(TYPE Z)
90 mm METAL STUD, 600mm
ON CENTER
(2)15mm GYPSUM
BOARD (TYPE Z)
FIRE RATING: -
R-VALUE/STC RATING: -/54
RESTROOM
SIDE
CONTINUOUS ACOUSTIC
SEALANT, EACH SIDE
HEAD
PLAN
SILL
HEAD
PLAN
SILL
HEAD
PLAN
SILL
HEAD
PLAN
SILL
HEAD
PLAN
SILL
HEAD
PLAN
SILL
(2)15mm GYPSUM BOARD
(TYPE Z), EACH SIDE
90 mm C STUD, 303mm
ON CENTER
FP060NP-0175
ACOUSTICAL SEALANT,
EACH SIDE
ACOUSTICAL SEALANT,
EACH SIDE
ACOUSTICAL SEALANT,
EACH SIDE
ACOUSTICAL SEALANT,
EACH SIDE
ACOUSTICAL SEALANT,
EACH SIDE
CONTINUOUS BOTTOM
TRACK
CONTINUOUS BOTTOM
TRACK
CONTINUOUS BOTTOM
TRACK
CONTINUOUS BOTTOM
TRACK
CONTINUOUS BOTTOM
TRACK
CONTINUOUS BOTTOM
TRACK
(3)15mm GYPSUM
BOARD (TYPE Z)
RESILIENT SOUND
ISOLATION CLIP
150 mm METAL STUD
(2)15mm GYPSUM
BOARD (TYPE Z)
BATT INSULATION
41a FIRE RATING: -
R-VALUE/STC RATING: -/70
CONTINUOUS ACOUSTIC
SEALANT, EACH SIDE
HEAD
PLAN
SILL
ACOUSTICAL SEALANT,
EACH SIDE
CONTINUOUS BOTTOM
TRACK
NOTE: PROVIDE
FIRESTOPPING AT ALL
PENETRATIONS.
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
IS
O
A
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
1 3 5 7 9 11 13 15 17 19
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
C
B
A
D
E
G
J
L
N
F
H
K
M
P
Q
B
IM
/3
C
A M
P Z
A M
A L
O D
G
IN
G F
A C
IL
IT
Y /Z
A M
A L O
D G
E -A
-3 D v R
.r v t
/1
/2
:3
:2
A M
A-504
P A
R T
IT
IO
N T
Y P
E S
J A
P A
N D
IS
T
R
IC
T U
N
IT
A
P O
A
P
-5
O T
IE
-R
S
H J
O
IN
T V
E N
T U
R E
N
O R
T H
M A
Y F
A
IR
R O
A D
S
U
IT
E
M
IL
W A
U K
E E
W
I
D A
IK
E
N
J C
L A
R E
P V
A N
D E
N B
E R
G
S B
O H
N E
M A
Y
X X
X X
X X
-X X
-X -X
X X
X X
X X
X X
-X X
-X -X
X X
R E
A D
Y T
O A
D V
E R
T
IS
E S
U B
M
IT
T A
L
A R
M Y
L O
D G
IN
G
F A
C
IL
IT
Y
C
A M
P Z
A M
A J A
P A
N
AM-0011
0 400200100
R
E V
IS
IO
N S
F O
R A
M -0
M
A Y
CONCRETE ANCHOR
ALUMINUM
EXTRUSION
SEALANT AND
BACKER ROD
ACM PANEL
CONCRETE WALL
80MM EPS INSULATION
40MM X 40MM X 3MM
STEEL ANGLE
AIR / WATER RESISTIVE
BARRIER COATING
STEEL ANGLE
CONCRETE ANCHOR
ALUMINUM EXTRUSION
SEALANT AND
BACKER ROD
ACM PANEL
CONCRETE WALL
80MM EPS INSULATION
40MM X 40MM X 3MM
STEEL ANGLE
AIR / WATER RESISTIVE
BARRIER COATING
VARIES
CONCRETE WALL
ALUMINUM EXTRUSION
SEALANT AND BACKER ROD
STEEL ANGLE
CONCRETE ANCHOR
EPS INSULATION
ACM PANEL
V A
R
IE
S
AIR / WATER RESISTIVE
BARRIER COATING
CONCRETE WALL
CONCRETE ANCHOR
STEEL ANGLE
ALUMINUM EXTRUSION CLIP
SEALANT AND BACKER ROD
ACM PANEL
EPS INSULATION
AIR / WATER RESISTIVE
BARRIER COATING
CONCRETE STRUCTURE,
REFER TO STRUCTURE
EPS RIGID INSULATION
CONCRETE ANCHOR
ACM PANEL
FOAM INSULATION
SEALANT AND BACKER ROD
EXTENSION CLIP
STEEL ANGLE
ACM PANEL COPING
40 X 40 X 7.5 STEEL ANGLE
ALUMINUM EXTRUSION CLIP
CONCRETE ANCHOR
AIR / WATER RESISTIVE
BARRIER COATING
PARTITION ASSEMBLY PER PLANS - SEE
PLANS AND PARTITION TYPES SHEETS
AIR/ WATER RESISTIVE BARRIER
COATING, CONTINUE DOWN
FOUNDATION, TYPICAL
VAPOR RETARDER
UNDER SLAB INSULATION
FLOOR FINISH PER SCHEDULE
BASE PER SCHEDULE
ACM PANEL
CONCRETE WALL
80MM EPS INSULATION
A-510
CONCRETE STRUCTURE,
REFER TO STRUCTURE
COMPOSITE METAL PANEL
ALUMINUM EXTRUSION CLIP
SEALANT AND BACKER ROD
ALUMINUM EXTRUSION CLIP
SEALANT AND BACKER ROD
CONCRETE ANCHOR
STEEL ANGLE
COMPOSITE METAL PANEL
SOFFIT HEIGHT PER CEILING PLAN
FOAM INSULATION
RIGID INSULATION
RIGID INSULATION
AIR / WATER RESISTIVE
BARRIER COATING
CONCRETE ANCHOR
ALUMINUM EXTRUSION
SEALANT AND
BACKER ROD
ACM PANEL
CONCRETE WALL
80MM EPS INSULATION
40MM X 40MM X 3MM
STEEL ANGLE
FINISH GRADE PER
CIVIL/LANDSCAPE
AIR / WATER RESISTIVE
BARRIER COATING
PAVING PER
CIVIL/LANDSCAPE
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
IS
O
A
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
1 3 5 7 9 11 13 15 17 19
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
C
B
A
D
E
G
J
L
N
F
H
K
M
P
Q
B
IM
/3
C
A M
P Z
A M
A L
O D
G
IN
G F
A C
IL
IT
Y /Z
A M
A L O
D G
E -A
-3 D v R
.r v t
/2
/2
:1
:5
P
M
A-510
W A
L L D
E T
A
IL
S
J A
P A
N D
IS
T
R
IC
T U
N
IT
A
P O
A
P
-5
O T
IE
-R
S
H J
O
IN
T V
E N
T U
R E
N
O R
T H
M A
Y F
A
IR
R O
A D
S
U
IT
E
M
IL
W A
U K
E E
W
I
D A
IK
E
N
R
IN
IG
U
E Z
P V
A N
D E
N B
E R
G
S B
O H
N E
M A
Y
X X
X X
X X
-X X
-X -X
X X
X X
X X
X X
-X X
-X -X
X X
R E
A D
Y T
O A
D V
E R
T
IS
E S
U B
M
IT
T A
L
A R
M Y
L O
D G
IN
G
F A
C
IL
IT
Y
C
A M
P Z
A M
A J A
P A
N
AM-0011
1 : 51
ACM TO CONC HORIZONTAL JOINT
0 400200100
0 400200100
1 : 52
ACM TO CONCRETE VERTICAL JOINT
0 400200100
0 400200100
1 : 55
ACM TO CONC OUTSIDE CORNER
0 400200100
1 : 56
ACM TO CONC INSIDE CORNER
0 400200100
1 : 59
ACM COPING
0 400200100
1 : 57
NOT USED 1 : 104
FOUNDATION AT ACM
1 : 53
ACM TO CONCRETE SOFFIT
1 : 58
ACM TO CONCRETE AT GRADE
0 400200100
R
E V
IS
IO
N S
F O
R A
M -0
N
O V
R
E V
IS
IO
N S
F O
R A
M -0
M
A Y
EIFS FINISH COAT
REINFORCING MESH
EMBEDDED IN BASE COATS
EIFS BASE COATS
EPS INSULATION
REINFORCING MESH WRAPPED
TO BACK SIDE OF EPS MIN. 50MM
SEALANT AND BACKER
ADHESIVE IN VERTICALLY
NOTCHED TROWEL
AIR / WATER RESISTIVE
BARRIER COATING
CONCRETE WALL
CONCRETE WALL
ACRYLIC PRIMER
AIR/ WATER RESISTIVE
BARRIER COATING
ADHESIVE IN VERTICALLY
NOTCHED TROWEL
REINFORCING MESH WRAPPED
TO BACK SIDE OF EPS MIN. 50MM
SEALANT AND BACKER
EPS INSULATION
EIFS BASE COAT
EIFS FINISH COAT
VAPOR RETARDER
UNDER SLAB
INSULATION
FLOOR FINISH PER SCHEDULE
BASE PER SCHEDULE
EXTERIOR INSULATION FINISH SYSTEM
CONCRETE STRUCTURE,
SEE STRUCTURAL
CONCRETE CURB
A-513
SIM.
EIFS FINISH COAT
REINFORCING MESH
EMBEDDED IN BASE COATS
EIFS BASE COAT
EPS INSULATION
REINFORCING MESH WRAPPED
TO BACK SIDE OF EPS MIN. 50MM
ADHESIVE IN VERTICALLY
NOTCHED TROWEL
AIR / WATER RESISTIVE
BARRIER COATING
CONCRETE WALL
EIFS FINISH COAT
REINFORCING MESH
EMBEDDED IN BASE COATS
EIFS BASE COAT
EPS INSULATION
REINFORCING MESH
WRAPPED TO BACK SIDE
OF EPS MIN. 50MM
ADHESIVE IN VERTICALLY
NOTCHED TROWEL
AIR / WATER RESISTIVE
BARRIER COATING
CONCRETE WALL
CONCRETE STRUCTURE,
REFER TO STRUCTURAL
EPS RIGID INSULATION
STAINLESS STEEL (SM-1)
COPING SYSTEM - FASTEN
TO STRUCTURE
EIFS SYSTEM #1
ADHESIVE IN VERTICALLY
NOTCHED TROWEL
AIR / WATER RESISTIVE
BARRIER COATING
PAVING PER
CIVIL/LANDSCAPE
EIFS FINISH COAT
REINFORCING MESH
EMBEDDED IN BASE COATS
EIFS BASE COATS
DRAINAGE STRIP
DRAINAGE TRACK SET IN
ADHESIVE
EPS INSULATION
AIR / WATER RESISTIVE
BARRIER COATING
M
IN
REINFORCING MESH
FLUID APPLIED FLASHING
EIFS FINISH COAT
REINFORCING MESH
EMBEDDED IN BASE COATS
EIFS BASE COATS
EPS INSULATION
REINFORCING MESH WRAPPED
TO BACK SIDE OF EPS MIN. 50MM
SEALANT AND BACKER
AIR / WATER RESISTIVE
BARRIER COATING
CONCRETE WALL
FLUID APPLIED FLASHING
PIPE/PENETRATION
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
IS
O
A
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
1 3 5 7 9 11 13 15 17 19
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
C
B
A
D
E
G
J
L
N
F
H
K
M
P
Q
B
IM
/3
C
A M
P Z
A M
A L
O D
G
IN
G F
A C
IL
IT
Y /Z
A M
A L O
D G
E -A
-3 D v R
.r v t
/2
/2
:1
:0
P
M
A-513
W A
L L D
E T
A
IL
S
J A
P A
N D
IS
T
R
IC
T U
N
IT
A
P O
A
P
-5
O T
IE
-R
S
H J
O
IN
T V
E N
T U
R E
N
O R
T H
M A
Y F
A
IR
R O
A D
S
U
IT
E
M
IL
W A
U K
E E
W
I
D A
IK
E
N
R
IN
IG
U
E Z
P V
A N
D E
N B
E R
G
S B
O H
N E
M A
Y
X X
X X
X X
-X X
-X -X
X X
X X
X X
X X
-X X
-X -X
X X
R E
A D
Y T
O A
D V
E R
T
IS
E S
U B
M
IT
T A
L
A R
M Y
L O
D G
IN
G
F A
C
IL
IT
Y
C
A M
P Z
A M
A J A
P A
N
AM-0011
1 : 51
EIFS HORIZONTAL JOINT
1 : 52
EIFS VERTICAL JOINT
1 : 104
FOUNDATION AT EIFS
0 800400200
0 400200100
0 400200100 0 400200100
0 400200100
0 4002001000 400200100
1 : 56
EIFS INSIDE CORNER
1 : 55
EIFS OUTSIDE CORNER
1 : 59
EIFS COPING
1 : 57
EIFS TERMINATION AT PAVING
1 : 53
EIFS WALL PENETRATION
0 400200100
1 : 58
NOT USED
R
E V
IS
IO
N S
F O
R A
M -0
N
O V
R
E V
IS
IO
N S
F O
R A
M -0
M
A Y
1 2 3 4 7
8 9
S E
E S
C H
E D
U L E
S E
E S
C H
E D
U L E
SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE
S E
E S
C H
E D
U L E
S E
E S
C H
E D
U L E
SEE SCHEDULE
S E
E S
C H
E D
U L E
SEE SCHEDULE
S E
E S
C H
E D
U L E
SEE SCHEDULE
SEE SCHEDULE
S E
E S
C H
E D
U L E
FLUSH FLUSH PAIR FLUSH
NARROW LITE
FLUSH PAIR
NARROW LITE
SINGLE SLIDER
WOOD POCKET &
BARN DOOR
STOREFRONT
SLIDER PAIR
SLIDER PAIR OVERHEAD COILING
205 205
SEE SCHEDULE
S E
E S
C H
E D
U L E
F-1
SEE SCHEDULE
S E
E S
C H
E D
U L E
F-2
SEE SCHEDULE
S E
E S
C H
E D
U L E
LOUVER
NOTES & REMARKS
1. PROVIDE COAT HOOK AT PRIVATE-SIDE OF DOOR
2. SEE FINISH SCHEDULE FOR FLOOR FINISH
3. PROVIDE GALVANIZED METAL FRAME/DOOR
4. PROVIDE HEAVY DUTY ANODIZED ALUMINUM
5. INSULATED FRAME/DOOR
6. PROVIDE 4 PANEL BREAKOUT FEATURE FOR
EGRESS.
ABBREVIATIONS
ALUM ALUMINUM
ANOD ANODIZED, HEAVY DUTY
GLZ GLAZING
MANUF PER MANUFACTURER
MTL HOLLOW METAL
PT PAINT
STL STEEL
WD WOOD
PL PLASTIC LAMINATE
SST STAINLESS STEEL
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
IS
O
A
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
1 3 5 7 9 11 13 15 17 19
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
C
B
A
D
E
G
J
L
N
F
H
K
M
P
Q
B
IM
/3
C
A M
P Z
A M
A L
O D
G
IN
G F
A C
IL
IT
Y /Z
A M
A L O
D G
E -A
-3 D v R
.r v t
/2
/2
:1
:2
P
M
A-601
D O
O R
S C
H E
D U
L E
J A
P A
N D
IS
T
R
IC
T U
N
IT
A
P O
A
P
-5
O T
IE
-R
S
H J
O
IN
T V
E N
T U
R E
N
O R
T H
M A
Y F
A
IR
R O
A D
S
U
IT
E
M
IL
W A
U K
E E
W
I
D A
IK
E
N
J C
L A
R E
P V
A N
D E
N B
E R
G
S B
O H
N E
M A
Y
X X
X X
X X
-X X
-X -X
X X
X X
X X
X X
-X X
-X -X
X X
R E
A D
Y T
O A
D V
E R
T
IS
E S
U B
M
IT
T A
L
A R
M Y
L O
D G
IN
G
F A
C
IL
IT
Y
C
A M
P Z
A M
A J A
P A
N
AM-0011
DOOR SCHEDULE - GUESTROOMS
DOOR
NO. TYPE
DOOR
FIRE
RATING
RT
VALUE /
STC
RATING
FRAME
HARD-
WARE
NOTES &
REMARKS
SIZE
MATERIAL FINISH
UNDER
CUT TYPE MATERIAL FINISH
DETAILS
WIDTH HEIGHT THICKNESS HEAD JAMB SILL
A 1 900 2100 45 WD PL-1 20 RT-4 / 42 F-1 MTL PT-5 8/A543 6/A543 7/A543 A
B 1 900 2100 45 WD PL-1 F-1 MTL PT-5 8/A543 6/A543 7/A543 B
C1 8 1500 2100 40 WD PL-1 F-1 MTL PT-5 8/A544 6/A544 7/A544 C
C2 8 1800 2100 40 WD PL-1 F-1 MTL PT-5 8/A544 6/A544 7/A544 C
D 1 900 2100 45 WD PL-1 20 - / 48 F-1 MTL PT-5 12/A544 10/A544 11/A544 D
E 1 900 2100 45 WD PL-1 15 mm F-1 MTL PT-5 8/A543 6/A543 7/A543 E
G 5 900 2100 45 WD PL-1 F-1 MTL PT-5 16/A544 13/A544,
14/A544
15/A544 G
DOOR SCHEDULE - PUBLIC SPACES
DOOR
NO. TYPE
DOOR
FIRE
RATING
RT
VALUE /
STC
RATING
FRAME
HARD-
WARE
NOTES &
REMARKS
SIZE
MATERIAL FINISH
UNDER
CUT TYPE MATERIAL FINISH
DETAILS
WIDTH HEIGHT THICKNESS HEAD JAMB SILL
517 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 16
518 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 16
552 2 1800 2100 45 WD PL-1 F-1 MTL PT-5 8/A543 6/A543 7/A543 31
553 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 4,5/A545 07 2
560 1 900 2100 45 MTL PT-5 90 F-1 MTL PT-5 12/A541 9/A541 6/A545 27 3, 5
561 1 900 2100 45 MTL PT-5 90 F-1 MTL PT-5 20/A541 17/A541 19/A541 27
603 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 07
604 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 29
607 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 29
608 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 29
613 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 07
614 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 29
617 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 16
618 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 16
651 3 900 2100 45 WD PL-1 90 F-1 MTL PT-5 8/A543 6/A543 1,3/A545 30 2
652 2 1800 2100 45 WD PL-1 15 mm F-1 MTL PT-5 8/A543 6/A543 7/A543 31
653 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 4,5/A545 07 2
660 1 900 2100 45 MTL PT-5 90 F-1 MTL PT-5 12/A541 9/A541 6/A545 27 3, 5
661 1 900 2100 45 MTL PT-5 90 F-1 MTL PT-5 20/A541 17/A541 19/A541 27
703 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 07
704 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 29
708 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 29
714 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 29
717 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 07
718 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 16
752 2 1800 2100 45 WD PL-1 F-1 MTL PT-5 8/A543 6/A543 7/A543 31
753 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 4,5/A545 07 2
760 1 900 2100 45 MTL PT-5 90 F-1 MTL PT-5 12/A541 9/A541 6/A545 27 3, 5
761 1 900 2100 45 MTL PT-5 90 F-1 MTL PT-5 12/A541 9/A541 6/A545 27 3, 5
860 1 1050 2100 45 MTL PT-5 90 F-1 MTL PT-5 20/A541 17/A541 19/A541 32 3, 5
861 1 1050 2100 45 MTL PT-5 90 F-1 MTL PT-5 20/A541 17/A541 19/A541 32 3, 5
862 1 900 2100 45 MTL PT-5 F-1 MTL PT-5 12/A541 9/A541 19/A541 18 3, 5
DOOR SCHEDULE - PUBLIC SPACES
DOOR
NO. TYPE
DOOR
FIRE
RATING
RT
VALUE /
STC
RATING
FRAME
HARD-
WARE
NOTES &
REMARKS
SIZE
MATERIAL FINISH
UNDER
CUT TYPE MATERIAL FINISH
DETAILS
WIDTH HEIGHT THICKNESS HEAD JAMB SILL
100A 7 3235 2150 60 GLZ - - SST POLISHE
D 4/A541 2/A541 3/A541 01 4, 6
100B 7 3235 2150 60 GLZ - - SST POLISHE
D
4/A543 2/A543 3/A543 02 6
103 1 900 2100 45 WD PL-1 F-1 MTL PT-5 8/A543 6/A543 3/A545 03
106A 1 900 2100 45 MTL PT-5 F-1 MTL PT-5 16/A541 14/A541 15/A541 04 3, 5
106B 1 900 2100 45 WD PL-1 F-1 MTL PT-5 8/A543 6/A543 2/A545 05
107 1 900 2100 45 WD PL-1 F-1 MTL PT-5 8/A543 6/A543 2/A545 06
108 1 900 2100 45 WD PL-1 F-1 MTL PT-5 8/A543 6/A543 7/A543 07
109 1 900 2100 45 WD PL-1 F-1 MTL PT-5 8/A543 6/A543 2/A545 06
110 1 900 2100 45 WD PL-1 F-1 MTL PT-5 8/A543 6/A543 7/A545 08
111 4 1800 2100 45 WD PL-1 F-1 MTL PT-5 8/A543 6/A543 1/A545 09
112A 7 2740 2150 60 GLZ - - SST POLISHE
D
8/A541 7/A541 3/A541 10 4, 6
112B 7 2480 2150 60 GLZ - - SST POLISHE
D
4/A543 2/A543 3/A543 11 6
113 3 1100 2100 45 MTL PT-5 F-1 MTL PT-5 8/A543 6/A543 15/A543 12
114A 2 1800 2100 45 MTL PT-5 F-1 MTL PT-5 20/A541 17/A541 19/A541 19 3, 5
114B 1 900 2100 45 MTL PT-5 F-1 MTL PT-5 12/A543 10/A543 15/A543 07
115 4 1800 2100 45 MTL PT-5 F-1 MTL PT-5 16/A543 14/A543 15/A543 15
116A 3 900 2100 45 MTL PT-5 F-1 MTL PT-5 8/A543 6/A543 7/A543 16
116B 3 900 2100 45 MTL PT-5 F-1 MTL PT-5 20/A543 18/A543 7/A543 17 1
118 3 900 2100 45 MTL PT-5 F-1 MTL PT-5 8/A543 6/A543 7/A543 16
119A 3 900 2100 45 MTL PT-5 F-1 MTL PT-5 12/A541 9,10/A541 11/A541 18 3, 5
119B 3 900 2100 45 MTL PT-5 F-1 MTL PT-5 8/A543 6/A543 7/A543 06
121 2 1800 2100 45 MTL PT-5 F-1 MTL PT-5 20/A541 17/A541 19/A541 13 3, 5
122A 2 1800 2100 45 MTL PT-5 F-2 MTL PT-5 13/A541 17/A541 19/A541 19 3, 5
122B 1 900 2100 45 MTL PT-5 F-1 MTL PT-5 8/A543 6/A543 7/A543 07
123 2 1800 2100 45 MTL PT-5 F-2 MTL PT-5 13/A541 17/A541 19/A541 13 3, 5
124A 3 900 2100 45 MTL PT-5 F-1 MTL PT-5 20/A541 17/A541 19/A541 18 3, 5
124B 3 900 2100 45 MTL PT-5 F-1 MTL PT-5 8/A543 6/A543 11/A543 20
125 9 2350 1940 75 - - - STL - 4/A542 2/A542 3/A542 MANUF 3
126A 3 900 2100 45 MTL PT-5 F-1 MTL PT-5 12/A541 9,10/A541 11/A541 04 3
126B 4 1800 2100 45 MTL PT-5 F-1 MTL PT-5 16/A543 14/A543 15/A543 21 1
127A 4 1800 2100 45 MTL PT-5 F-1 MTL PT-5 12/A543 10/A543 11/A543 22
127B 4 1800 2100 45 MTL PT-5 F-1 MTL PT-5 8/A543 6/A543 15/A543 21
128 2 1800 2100 45 MTL PT-5 F-1 MTL PT-5 8/A543 6/A543 15/A543 23
129 1 900 2100 45 MTL PT-5 F-1 MTL PT-5 8/A543 6/A543 7/A543 24
130 1 900 2100 45 MTL PT-5 F-1 MTL PT-5 8/A543 6/A543 7/A543 25
131 1 900 2100 45 MTL PT-5 F-1 MTL PT-5 8/A543 6/A543 3/A545 25
132 1 900 2100 45 MTL PT-5 F-1 MTL PT-5 8/A543 6/A543 3/A545 25
133 1 900 2100 45 WD PL-1 F-1 MTL PT-5 8/A543 6/A543 5/A545 14
134 1 900 2100 45 WD PL-1 F-1 MTL PT-5 20/A543 18/A543 19/A543 26 1
135 1 900 2100 45 WD PL-1 F-1 MTL PT-5 8/A543 6/A543 19/A543 26 1
136 3 900 2100 45 WD PL-1 F-1 MTL PT-5 8/A543 6/A543 5/A545 16
137 1 900 2100 45 WD PL-1 F-1 MTL PT-5 8/A543 6/A543 19/A543 26
138 1 900 2100 45 WD PL-1 F-1 MTL PT-5 8/A543 6/A543 5/A545 14
139 1 900 2100 45 WD PL-1 F-1 MTL PT-5 8/A543 6/A543 3/A545 16
140 5 900 2100 45 WD PL-1 - MTL PT-5 20/A544 18/A544 19/A544 28
160 1 900 2100 45 MTL PT-5 90 F-1 MTL PT-5 20/A541 17/A541 19/A541 18 3, 5
161A 1 900 2100 45 MTL PT-5 90 F-1 MTL PT-5 20/A541 17/A541 19/A541 18 3, 5
161B 1 900 2100 45 MTL PT-5 90 F-1 MTL PT-5 12/A541 9/A541 11/A541 27 5
203 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 07
204 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 29
207 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 29
208 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 29
213 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 07
214 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 29
217 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 16
218 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 16
251 3 900 2100 45 WD PL-1 90 F-1 MTL PT-5 8/A543 6/A543 1,3/A545 30 2
252 2 1800 2100 45 WD PL-1 15 mm F-1 MTL PT-5 8/A543 6/A543 7/A543 31
253 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 4,5/A545 07 2
260 1 900 2100 45 MTL PT-5 90 F-1 MTL PT-5 12/A541 9/A541 6/A545 27 3, 5
261 1 900 2100 45 MTL PT-5 90 F-1 MTL PT-5 12/A541 9/A541 6/A545 27 3, 5
303 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 07
304 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 29
307 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 29
308 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 29
313 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 07
314 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 29
317 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 16
318 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 16
352 2 1800 2100 45 WD PL-1 F-1 MTL PT-5 8/A543 6/A543 7/A543 31
353 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 4,5/A545 07 2
354 1 900 2100 45 WD PL-1 15 mm F-1 MTL PT-5 8/A543 6/A543 7/A543 29
360 1 900 2100 45 MTL PT-5 90 F-1 MTL PT-5 12/A541 9/A541 6/A545 27 3, 5
361 1 900 2100 45 MTL PT-5 90 F-1 MTL PT-5 20/A541 17/A541 19/A541 27
403 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 07
404 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 29
407 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 29
408 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 29
413 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 07
414 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 29
417 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 16
418 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 16
451 3 900 2100 45 WD PL-1 90 F-1 MTL PT-5 8/A543 6/A543 1,3/A545 30 2
452 2 1800 2100 45 WD PL-1 15 mm F-1 MTL PT-5 8/A543 6/A543 7/A543 31
453 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 4,5/A545 07 2
460 1 900 2100 45 MTL PT-5 90 F-1 MTL PT-5 12/A541 9/A541 6/A545 27 3, 5
461 1 900 2100 45 MTL PT-5 90 F-1 MTL PT-5 20/A541 17/A541 19/A541 27
503 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 07
504 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 29
507 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 29
508 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 29
513 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 07
514 1 900 2100 45 WD PL-1 20 F-1 MTL PT-5 8/A543 6/A543 6/A545 29
1 : 50
TYPES - DOOR
1 : 50
TYPES - FRAME
0 400020001000
A
M E
N D
M E
N T
A D
D B
A T
H R
O O
M S
H E
L V
E S
A T
E S
-A B
A U
N
IT
S
J
U L
R
E V
IS
IO
N S
F O
R A
M -0
N
O V
R
E V
IS
IO
N S
F O
R A
M -0
M
A Y
A
B
D
E
F
G
H
6 7 8 9 10 11 12
C
FCU-136
FCU-116
FCU-128
20ø CHWR
20ø CHWS ø
H H
W S ø
H H
W R ø
C H
W S ø
C H
W R
20ø HHWS
20ø HHWR
32ø CHWR
32ø CHWS
50ø CHWS
50ø CHWR 25ø CHWS
25ø CHWR
25ø HHWR
25ø HHWS
25ø CHWS
25ø CHWR
25ø HHWR
25ø HHWS
15ø HHWR
15ø HHWS
20ø HHWS
20ø HHWR
32ø CHWR
32ø CHWS
M A
M C
FCU-134
AC-1
FCU-113
ø
C H
W S ø
C H
W R ø
H H
W R ø
H H
W S ø
C H
W S ø
C H
W R
CO
ø
C D ø
C D ø
C D ø
C D
BREAK
ROOM
STAFF
MEN'S
GM OFFICE
134 ASST
OFFICE
COMM
ADMIN
OFFICE
CASH
LUGGAGE
FRONT
DESK
PANTRY
RECEPTION
MAIN
ENTRY
ELEVATOR
LOBBY
SERV ELEV
LOBBY
LINEN
113 REAR
ENTRY
ELECTRICAL
ROOM
SOILED
LINEN
HSKP
OFFICE
HALLWAY 1
20ø CD
20ø CD ø
C D ø
C D ø
C D
20ø CD
32ø CD32ø CD ø
C D
FCU-102
FCU-118
ø
C D ø
H H
W S ø
H H
W R ø
C H
W R ø
C H
W S ø
C D
32ø CD
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
IS
O
A
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
1 3 5 7 9 11 13 15 17 19
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
C
B
A
D
E
G
J
L
N
F
H
K
M
P
Q
AM-0011
B
IM
/3
C
A M
P Z
A M
A L
O D
G
IN
G F
A C
IL
IT
Y /Z
A M
A L O
D G
E -M
-3 D v R
.r v t
/2
/2
:5 :3
A
M
M121B
F
IR
S T
F L O
O R
M E
C H
A N
IC
A
L P
IP
IN
G P
A R
T
IA
L P
L A
N
Z O
N E
B
T
H S
T R
E E
T
J A
P A
N D
IS
T
R
IC
T
U N
IT
A
P O
A
P
-5
O T
IE
-R
S
H J
O
IN
T V
E N
T U
R E
N
O R
T H
M A
Y F
A
IR
R O
A D
S
U
IT
E
M
IL
W A
U K
E E
W
I
A M
A H
M O
O D
B P
R E
N D
E R
G A
S T
P V
A N
D E
N B
E R
G
K M
IL
L E
R
M A
Y
X X
X X
X X
-X X
-X -X
X X
X
X X
X X
X X
-X X
-X -X
X X
X
R E
A D
Y T
O A
D V
E R
T
IS
E S
U B
M
IT
T A
L
A R
M Y
L O
D G
IN
G
F A
C
IL
IT
Y
C
A M
P Z
A M
A J A
P A
N
ZONE B
KEY PLAN
PLAN NORTH
NOT TO SCALE
1 : 501
FIRST FLOOR MECHANICAL PIPING PARTIAL PLAN - ZONE B
SHEET NOTES
KEYNOTE COMMENT
1 REFRIGERANT SUCTION AND DISCHARGE PIPE UP TO
CORRESPONDING CONDENSING UNIT ON ROOF. SIZE AS
RECOMMENDED BY MANUFACTURER.
2 25MM CONDENSATE DRAIN FROM ABOVE.
3 20MM CONDENSATE DRAIN FROM ABOVE.
0 400020001000
PLAN NORTH
R
E V
IS
IO
N S
F O
R A
M -0
M
A Y
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
IS
O
A
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
1 3 5 7 9 11 13 15 17 19
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
C
B
A
D
E
G
J
L
N
F
H
K
M
P
Q
AM-0011
B
IM
/3
C
A M
P Z
A M
A L
O D
G
IN
G F
A C
IL
IT
Y /Z
A M
A L O
D G
E -M
-3 D v R
.r v t
/3
/2
:1 :5
P
M
M-601
M E
C H
A N
IC
A
L S
C H
E D
U L E
S
T
H S
T R
E E
T
J A
P A
N D
IS
T
R
IC
T U
N
IT
A
P O
A
P
-5
O T
IE
-R
S
H J
O
IN
T V
E N
T U
R E
N
O R
T H
M A
Y F
A
IR
R O
A D
S
U
IT
E
M
IL
W A
U K
E E
W
I
A M
A H
M O
O D
B P
R E
N D
E R
G A
S T
P V
A N
D E
N B
E R
G
K M
IL
L E
R
M A
Y
X X
X X
X X
-X X
-X -X
X X
X
X X
X X
X X
-X X
-X -X
X X
X
R E
A D
Y T
O A
D V
E R
T
IS
E S
U B
M
IT
T A
L
A R
M Y
L O
D G
IN
G
F A
C
IL
IT
Y
C
A M
P Z
A M
A J A
P A
N
7. DESIGN LOAD IS INDICATED, MAXIMUM CAPACITY MUST BE PROVIDED FOR CONDITION OF MAKE-UP AIR FOR ALL DRYERS RUNNING. 14. SCHEDULED CAPACITY INDICATES RE-HEAT CONDITIONS. HEATING CONDITION IS OFF THE ENERGY RECOVERY WHEEL IN HEATING AS EAT AND 20°C LAT. SELECT HEATING COIL FOR LARGE...
6. PROVIDE STEEL FRAME TO MOUNT ON ROOF 13. PROVIDE SMOKE DETECTOR IN PRIMARY SUPPLY DUCT DUCT UPSTREAM OF ANY BRANCH.
5. PROVIDE HORIZONTAL ENERGY RECOVERY WHEEL WITH .1 DEG PURGE ANGLE TO PROHIBIT AIRSTREAM CONTAMINATION 12. VFD AND DISCONNECT SWITCHES TO BE PROVIDED BY UNIT MANUFACTURER AND TO BE FIELD INSTALLED BY THE ELECTRICAL CONTRACTOR.
4. PROVIDE SINGLE METAL GANGED LATCHES 11. PROVIDE 4" MERV-13 PRIMARY FILTER
3. PROVIDE 50.8 mm DOUBLE WALL FOAM INJECTED PANELS - R-13 INSULATION 10. PROVIDE 2" MERV-8 PREFILTER
2. PROVIDE SINGLE POINT POWER SUPPLY/EXHAUST FAN/ENERGY WHEEL. 9. PROVIDE 3-WAY VALVES FOR HEATING AND COOLING COILS
1. PROVIDE WITH STAINLESS STEEL DRAIN PAN, COIL CASING, COIL SUPPORTS AND UNIT HINGES 8. PROVIDE EPOXY COATED COILS
NOTES:
DOAU-2 28.1 25.3 24 16.7 25.9 21.4 - - 77.7% -2.2 -2.8 20 13.3 8 5.4 - - 81.2% 2670 1725 0.25 0.2 46.4 52 200/3/50 12 32.7 200/3/50 6 16.35 200/3/50 0.25 0.7
DOAU-1 28.1 25.3 24 16.7 26 21.4 - - 77.5% -2.2 -2.8 20 13.3 8.4 5.7 - - 81% 2875 1700 0.25 0.2 42.8 54 200/3/50 12 32.7 200/3/50 6 16.35 200/3/50 0.25 0.7
EDB EWB EDB EWB LDB LWB LDB LWB EDB EWB EDB EWB LDB LWB LDB LWB
MARK
OUTSIDE (C) RETURN (C) SUPPLY (C) EXHAUST (C)
TOTAL EFF.
OUTSIDE (C) RETURN (C) SUPPLY (C) EXHAUST (C)
TOTAL
EFF.
VENT EXHAUST SUPPLY EXHAUST SUMMER WINTER V/PH/HZ
POWER
INPUT
(KW)
FLA
(A)
V/PH/HZ
POWER
INPUT
(KW)
FLA (A) V/PH/HZ
POWER
(kW)
FLA (A)
(LPS) SUPPLY FAN EXHAUST FAN ENERGY RECOVERY
SUMMER (DEHUMIDIFICATION) CONDITIONS WINTER CONDITIONS
MAX AIRFLOW
P.D. AT DESIGN (KPA.)
RECOVERED
LOAD (KW)
ENERGY WHEEL SECTION
ELECTRICAL DATA
DOAU-2 1810/2670 6 0.56 2 1725 3 0.4 1 1.8 0.08 93 44 26 21.5 12.2 11.8 2.95 5.5 13.3 1.75 0.005 34 12.2 23 0.74 60 49 7.8x1.4x 1.14 2162
DOAU-1 2045/2875 6 0.56 2 1700 3 0.4 1 1.9 0.09 97 48 26 21.4 12.3 12 2.92 5.5 13.3 1.9 0.005 36.4 12.3 22.5 0.78 60 49 7.1x1.4x1.14 2200
UNIT SIZE LxWxH (M)
WEIGHT
(KG)
AIRFLOW
MIN/MAX
(LPS)
MOTOR
KW
ESP
(KPA)
FAN
QTY
AIRFLOW
DESIGN
(LPS)
MOTOR
KW
ESP (KPA)
FAN
QTY
FACE
VELOCITY
(M/S)
AIR
PRESSURE
DROP (KPA)
TOTAL
CAPACITY
(KW)
SENSIBLE
CAPACITY
DESIGN/MAX
(KW)
EAT
DB (C)
EAT
WB
(C)
LAT DB
(C)
LAT
WB (C)
WATER
FLOW
(LPS)
EWT (C) LWT (C)
FACE
VELOCITY
(M/S)
AIR
PRESSURE
DROP
(KPA)
MAX CAPACITY
(KW)
EAT DB (C) LAT DB (C)
WATER
FLOW
(LPS)
EWT (C) LWT (C)
MARK
SUPPLY FAN EXHAUST FAN COOLING COIL PERFORMANCE HEATING COIL PERFORMANCE
PHYSICAL DATA
DEDICATED OUTDOOR AIR UNIT SCHEDULE
7. DISCONNECT SWITCH TO BE PROVIDED BY CHILLER MANUFACTURER AND TO BE INSTALLED BY THE ELECTRICAL CONTRACTOR.
6. PROVIDE WITH LON CARD FOR BAS GATEWAY COMPATIBLE WITH BAS.
5. PROVIDE NON-FUSED DISCONNECT SWITCH
4. PROVIDE HAILGUARDS FOR COIL PROTECTION. FOR CHILLER CORROSION RESISTANCE REQUIREMENTS REFER TO SPECIFICATION 23 64 10 PARAGRAGH 2.7.3
3. 35°C DESIGN AMBIENT TEMPERATURE
2. PROVIDE RAPID RESTART CAPABILITY
1. PROVIDE LOW NOISE FANS AND COMPRESSOR WRAPS
NOTES:
3 4 1 4 0.61 127.4 200/3/50 8 x 4 3.7x1x2.5 1465
2 4 1 4 0.61 127.4 200/3/50 8 x 4 3.7x1x2.5 1465CH-1 387.3 124.5 AIR-COOLED 13.3 5.6 11.9 2.1/ 35 0.0176 31.8
SCROLL
4 1 4 0.61 127.4 200/3/50
R32
8 x 4 3.7x1x2.5 1465
94%
TYPE
ENTERING
WATER TEMP
(ºC)
LEAVING
WATER
TEMP (ºC)
DESIGN
FLOW
RATE (LPS)
MIN./MAX
FLOW
RATE (LPS)
FOULING FACTOR
(M^2ºC/KW)
DESIGN
PRESSURE
DROP (KPA)
SECTION TYPE QUANTITY
REFRIGERANT
CIRCUITS (QTY.)
FAN QTY
FAN
POWER
PER FAN
(KW)
MIN.
CIRCUIT
(AMP)
V/PH/HZ DESIGN BASIS TYPE CHARGE (KG) LxWxH (M) WEIGHT (KG)
MARK
DESIGN
CAPACITY
(KW)
POWER (KW)
EVAPORATOR DATA COMPRESSOR / CONDENSER DATA ELECTRICAL DATA REFRIGERANT DATA PHYSICAL DATA
POWER
FACTOR
HIGH EFFICIENCY AIR COOLED CHILLER SCHEDULE
10. EACH BOILER IS SIZED FOR 75% OF BUILDING PEAK LOAD.
9. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL WITH BOILER EMERGENCY PUSHBUTTON . LOCATE IN BOILER ROOM.
8. PROVIDE WITH FACTORY PROVIDED, ELECTRICAL CONTRACTOR INSTALLED DISCONNECT.
7. UNIT WILL BE SEALED COMBUSTION CAPABLE. PROVIDE DIRECT VENT PIPES FOR OUTSIDE AIR AND EXHAUST VENT.
REGULATOR TO EXTERIOR OF BUILDING.
6. INCLUDE GAS REGULATOR AT AS INLET FOR EACH BOILER TO MEET MAXIMUM GAS PRESSURE REQUIRED BY BOILER MANUFACTURER. FIELD ROUTE 254 MM GAS RELIEF VENT PIPE FROM
5. PROVIDE CONDENSATE NEUTRALIZER KIT TO TREAT CONDENSATE BEFORE DISCHARGE TO FLOOR DRAIN.
4. PROVIDE WITH LON CARD FOR BMS GATEWAY.
3. PROVIDE BOILER MANAGEMENT CONTROL PANEL FOR MONITORING AND STAGING OF BOILER
2. BOILER CONTROLS SHALL BE FACTORY WIRED AND MOUNTED. BOILER CONTROLLER SHALL BE COMPATIBLE WITH BUILDING AUTOMATION SYSTEM.
PILOTFLAME SAFE GUARD, PRE AND POST PURGE, MOTORIZED GAS VALVE, AUTOMATIC AIR DAMPER AND GAS PILOT REGULATOR
1. PROVIDE BOILER COMPLETE WITH LOW WATER CUTOUT, HIGH TEMPERATURE CUTOUT, FLUE TEMPERATURE GAUGE, DRAIN VALVE, COMBUSTION AIR PROVING SWITCH, INTERRUPTED GAS
NOTES:
B-1, B-2 BOILER ROOM HEATING
CONDENSING,
FORCED
198 49 60 4.3 276 5 : 1 1100 1.8 / 6.1 25 NG 1/3.5 200/3/50 95% 65 1450
MARK LOCATION SERVICE BOILER TYPE
DESIGN OUTPUT
(KW)
EWT (C) LWT (C)
FLOW RATE
(LPS)
BOILER
CAPACITY (L)
TURNDOWN
MAX WORKING
PRESSURE
(KPA)
BOILER
MIN/MAX
WATER
FLOW (LPS)
PRESSURE
DROP (KPA)
FUEL
MIN/MAX GAS
INLET PRESSURE
(KPA)
V/PH./HZ
MIN.
EFFICIENCY
FLA
UNIT
OPERATING
WEIGHT
(KG)
BOILER SCHEDULE
1. PROVIDE WITH ECM MOTOR CAPABLE OF VARYING SPEED.
EF-2 BOILER RM. AXIAL DIRECT DRIVE 819 1530 102.2 1160 0.3 75 23 0.50 115/50/1 TEFC 1160
EF-1 MECH.RM. AXIAL DIRECT DRIVE 819 325 / 965 92.4 1160 0.18 73 21 0.25 115/50/1 TEFC 1160
WHEEL DIA.
(mm)
MIN/MAX
AIRFLOW (LPS)
TOTAL ESP (PA) FAN RPM
OPERATING POWER
(KW)
DBA SONES SIZE (KW) V/HZ/PH ENC RPM
MARK LOCATION TYPE
ACTUAL PERFORMANCE MOTOR SECIFICATIONS
FAN SCHEDULE
R
E V
IS
IO
N S
F O
R A
M
N
O V
R
E V
IS
IO
N S
F O
R A
M -0
M
A Y
4 4 4
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
IS
O
A
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
1 3 5 7 9 11 13 15 17 19
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
C
B
A
D
E
G
J
L
N
F
H
K
M
P
Q
AM-0011
B
IM
/3
C
A M
P Z
A M
A L
O D
G
IN
G F
A C
IL
IT
Y /Z
A M
A L O
D G
E -P
-3 D v R
.r v t
/1
/2
:2
:0
P
M
P-601
P L U
M B
IN
G
S C
H E
D U
L E
S
J A
P A
N D
IS
T
R
IC
T U
N
IT
A
P O
A
P
-5
O T
IE
-R
S
H J
O
IN
T V
E N
T U
R E
N
O R
T H
M A
Y F
A
IR
R O
A D
S
U
IT
E
M
IL
W A
U K
E E
W
I
A M
A H
M O
O D
R C
L E
W E
T T
P V
A N
D E
N B
E R
G
K M
IL
L E
R
M A
Y
X X
X X
X X
-X X
-X -X
X X
X
X X
X X
X X
-X X
-X -X
X X
X
R E
A D
Y T
O A
D V
E R
T
IS
E S
U B
M
IT
T A
L
A R
M Y
L O
D G
IN
G
F A
C
IL
IT
Y
C
A M
P Z
A M
A J A
P A
N
WC-1 WATER CLOSET 100Ø 50Ø 15Ø -
STANDARD HEIGHT, FLOOR MOUNTED, WHITE VITREOUS CHINA, 4.8 LPF, TOP SPUD,
ELONGATED BOWL, SIPHON JET FLUSH WATER CLOSET. PROVIDE WITH SENSOR
ACTIVATION POLISHED CHROME PLATED FLUSH VALVE OF CORRESPONDING FLUSH
VOLUME AND SEAT WITH SELF SUSTAINING CHECK HINGE.
UR-2 URINAL - ADA 50Ø 50Ø 20Ø -
ACCESSIBLE HEIGHT, 380MM X 420MM X 920MM WALL MOUNTED WITH CARRIER, WHITE
VITREOUS CHINA, WASHOUT FLUSH STYLE, ELONGATED RIM, BACK INLET, 0.47-1.9 LPF,
INTEGRAL SENSOR ACTIVATED, ONE-PIECE URINAL; MOUNT AT STANDARD HEIGHT.
PROVIDE STRAINER W/ STAINLESS STEEL BEEHIVE GRATE. PROVIDE WITH CONCEALED
FLUSH VALVE OF CORRESPONDING FLUSH VOLUME, ADA COMPLIANT.
UR-1 URINAL 50Ø 50Ø 20Ø -
STANDARD HEIGHT, 380MM X 420MM X 920MM WALL MOUNTED WITH CARRIER, WHITE
VITREOUS CHINA, WASHOUT FLUSH STYLE, ELONGATED RIM, BACK INLET, 0.47-1.9 LPF,
INTEGRAL SENSOR ACTIVATED, ONE-PIECE URINAL; MOUNT AT STANDARD HEIGHT.
PROVIDE STRAINER W/ STAINLESS STEEL BEEHIVE GRATE. PROVIDE WITH CONCEALED
FLUSH VALVE OF CORRESPONDING FLUSH VOLUME
SSK-1 MOP SINK 80Ø 50Ø 15Ø 15Ø
560MM X 456MM ENAMELED CAST IRON SERVICE SINK WITH 305MM BACKSPLASH AND
SINGLE CENTER FAUCET HOLE. PROVIDE WITH HANGER PLATE AND RIM GUARD.
PROVIDE CAST IRON EXPOSED TRAP WITH CLEANOUT PLUG AND CHAIN PLUG. PROVIDE
LEAD FREE SINGLE HOLE SERVICE FAUCET WITH VACUUM BREAKER SPOUT, HOSE
THREADED OUTLET AND PAIL HOOK, AND WALL BRACE. PROVIDE WITH THERMOSTATIC
MIXING VALVE. DELIVER HOT WATER TO FIXTURE AT 43°C.
SK-6 RECEIVING SINK 40Ø 40Ø 15Ø 15Ø
580MM X 420MM X 180MM DEEP SINGLE BASIN, WALL MOUNTED, STAINLESS STEEL SINK.
3.6 LPM, GOOSENECK FAUCET, STAINLESS STEEL 40MM BASKET STRAINER DRAIN.
PROVIDE WITH THERMOSTATIC MIXING VALVE. DELIVER HOT WATER TO FIXTURE AT
43°C.
SK-5 HAND SINK 40Ø 40Ø 15Ø 15Ø
438MM X 387MM X 127MM DEEP SINGLE BASIN, WALL MOUNTED,…
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 .