Amendment 0001 Drawings 1 of 3.pdf
PDF 20 MB Posted
- Attached to
- NAF MWR Army Lodging, Camp Zama, Japan
- Solicitation number
- NAFQJ3-23-B-0001
About this file
This file is an amendment to drawings related to the federal contract opportunity solicitation number NAFQJ3-23-B-0001 from the Department of the Army Corps of Engineers Engineering District Japan. The solicitation is for lodging services at Camp Zama in Japan to be provided by the NAF MWR Army. The amendment adds drawing number 1 of 3 with a file size of 20MB, though the content is not specified. The solicitation opportunity is for required lodging services at the Camp Zama location and is issued by the Army Corps of Engineers Japan district on behalf of the NAF MWR Army organization.
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Text version
W W
DW
S S
S S
A
B
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
825 MM CLEAR WIDTH DOOR
165 OCCUPANT CAPACITY
OPEN TO BELOW
10.6 M TRAVEL DISTANCE WITHIN GUEST SUITE
38 M PERMITTED
31.7 M TRAVEL DISTANCE OUTSIDE GUEST SUITE,
61 M PERMITTED
2-STORY OPENING W/PARTIAL ENCLOSURE PER NFPA 101,
8.6.8. 2-HOUR FIRE RATED GLAZING AND WALL ASSEMBLIES
PROVIDED FOR SEPARATION AT 2ND FLOOR.
1400 MM CLEAR WIDTH STAIR
184 OCCUPANT CAPACITY
8.5 M TRAVEL DISTANCE WITHIN GUEST SUITE
38 M PERMITTED
825 MM CLEAR WIDTH DOOR
165 OCCUPANT CAPACITY
11.5 M COMMON PATH OF TRAVEL
15 M PERMITTED
C
STAIR #1
FS1
GUEST STORAGE
STORAGE
FS2
205 ES
209 ES
FS2
STORAGE
ELECTRICAL
HSKP CLOSET
252 GUEST LAUNDRY
SERV ELEV
LOBBY
GUEST ELEV
LOBBY
ES
ES
FS1
FS1
ES
TELECOM
STORAGE
FS2
ES-ABA
ES
STORAGE
FS2
GUEST STORAGE
FS1
GUEST
CORRIDOR
2-HOUR RATING REQUIRED
PER NFPA 101, 7.2.2.5.2
2-HOUR RATING REQUIRED
PER NFPA 101, 7.2.2.5.2
1400 MM CLEAR WIDTH STAIR
184 OCCUPANT CAPACITY
STAIR #2
2612-HOUR FIRE
RATED SHAFT
2-HOUR FIRE
RATED SHAFT
2-HOUR FIRE
RATED SHAFT
23.3 M TRAVEL DISTANCE
OUTSIDE GUEST SUITE,
61 M PERMITTED
36.1 M TRAVEL DISTANCE,
61 M PERMITTED
L O
C
9.6 M COMMON PATH OF TRAVEL
15 M PERMITTED
LIFE SAFETY LEGEND
DESCRIPTIONSYMBOL
1/2-HOUR FIRE RATED WALL
1-HOUR FIRE RATED WALL
BUILDING EXIT
EGRESS TRAVEL START POINT
FIRE EXTINGUISHER, TYPE ABC
COMMON PATH OF TRAVEL SEPARATION
TRAVEL DISTANCE
2-HOUR FIRE RATED WALL
SMOKE PARTITION FMCP FA/MNS CONTROL PANEL
FAA FIRE ALARM ANNUNCIATOR
LOC LOCAL OPERATING CONSOLE
DESCRIPTIONSYMBOL
OCCUPANT LOAD
HOTEL 1102.5 SM / 18.6 SM PER PERSON = 60 PERSONS
IT / TELECOMM ROOMS 8.7 SM / 27.9 SM PER PERSON = 1 PERSON
STORAGE / EQUIPMENT ROOMS 41.8 SM / 46.5 SM PER PERSON = 1 PERSON
TOTAL 1153 SM = 62 PERSONS
CAPACITY OF MEANS OF EGRESS (NFPA 101, 7.3.3)
MINIMUM EGRESS WIDTH FOR LEVEL COMPONENTS AND RAMPS = 5.0 MM / PERSON
MINIMUM EGRESS WIDTH FOR STAIRS = 7.6 MM / PERSON
REQUIRED EGRESS WIDTH = 62 PERSONS * 5.0 MM / PERSON = 310 MM
ACTUAL EXIT WIDTH = 2 DOORS * 825 MM CLEAR = 1,650 MM
REQUIRED STAIR WIDTH = 62 PERSONS * 7.6 MM / PERSON = 472 MM
ACTUAL STAIR WIDTH = 2 STAIRS * 1,400 MM CLEAR = 2,800 MM
OCCUPANT LOAD AND EGRESS CAPACITY - 2ND FLOOROCCUPANCY LEGEND - UPPER FLOOR
DESCRIPTIONSYMBOL
NO HATCH
RESIDENTIAL/HOTEL USE
1 PERSON / 18.6 SQ. M (200 SQ. FT.) GROSS
STORAGE / EQUIPMENT ROOMS
1 PERSON / 46.5 SQ. M (500 SQ. FT.) GROSS
IT / TELECOMM ROOMS
1 PERSON / 27.9 SQ. M (300 SQ. FT.) GROSS
US Army Corps of Engineers ®
SHEET ID
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A M
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A M
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1 : 1001
SECOND FLOOR LIFE SAFETY PLAN
0 800040002000
KEY PLAN
PLAN NORTH
NOT TO SCALE
PLAN NORTH
A
M E
N D
M E
N T
A D
D B
A T
H R
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M S
H E
L V
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T O
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-A B
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IT
S
J U
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S S
S S
S S
A
B
D
E
F
G
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
10.6 M TRAVEL DISTANCE WITHIN GUEST SUITE
38 M PERMITTED
8.5 M TRAVEL DISTANCE WITHIN GUEST SUITE
38 M PERMITTED
15 M COMMON PATH OF TRAVEL
15 M PERMITTED
C
STAIR #1
FS1
GUEST STORAGE
FS2
STORAGE
ES
ES
STORAGE
FS2
ELECTRICAL
SERV ELEV
LOBBY
HSKP CLOSET
GUEST ELEV.
LOBBY
ES
ES
GUEST
CORRIDOR
FS1
STAIR #2
FS1
ES
326ES
ES
ES
TELECOM
STORAGE
FS2
ES-ABA
ES
STORAGE
FS2
GUEST STORAGE
FS1
825 MM CLEAR WIDTH DOOR
165 OCCUPANT CAPACITY
1400 MM CLEAR WIDTH STAIR
184 OCCUPANT CAPACITY
825 MM CLEAR WIDTH DOOR
165 OCCUPANT CAPACITY
2-HOUR RATING REQUIRED
PER NFPA 101, 7.2.2.5.2
2-HOUR RATING REQUIRED
PER NFPA 101, 7.2.2.5.2
1400 MM CLEAR WIDTH STAIR
184 OCCUPANT CAPACITY
2-HOUR FIRE
RATED SHAFT
2-HOUR FIRE
RATED SHAFT
2-HOUR FIRE
RATED SHAFT
31.7 M TRAVEL DISTANCE OUTSIDE GUEST SUITE,
61 M PERMITTED
23.3 M TRAVEL DISTANCE
OUTSIDE GUEST SUITE,
61 M PERMITTED
41 M TRAVEL DISTANCE,
61 M PERMITTED
L O
C
JAN
LIFE SAFETY LEGEND
DESCRIPTIONSYMBOL
1/2-HOUR FIRE RATED WALL
1-HOUR FIRE RATED WALL
BUILDING EXIT
EGRESS TRAVEL START POINT
FIRE EXTINGUISHER, TYPE ABC
COMMON PATH OF TRAVEL SEPARATION
TRAVEL DISTANCE
2-HOUR FIRE RATED WALL
SMOKE PARTITION FMCP FA/MNS CONTROL PANEL
FAA FIRE ALARM ANNUNCIATOR
LOC LOCAL OPERATING CONSOLE
DESCRIPTIONSYMBOL
OCCUPANT LOAD AND EGRESS CAPACITY - 3RD FLOOR
OCCUPANT LOAD
HOTEL 1085.8 SM / 18.6 SM PER PERSON = 60 PERSONS
IT / TELECOMM ROOMS 8.7 SM / 27.9 SM PER PERSON = 1 PERSON
STORAGE / EQUIPMENT ROOMS 58.5 SM / 46.5 SM PER PERSON = 2 PERSONS
TOTAL 1153 SM = 63 PERSONS
CAPACITY OF MEANS OF EGRESS (NFPA 101, 7.3.3)
MINIMUM EGRESS WIDTH FOR LEVEL COMPONENTS AND RAMPS = 5.0 MM / PERSON
MINIMUM EGRESS WIDTH FOR STAIRS = 7.6 MM / PERSON
REQUIRED EGRESS WIDTH = 63 PERSONS * 5.0 MM / PERSON = 315 MM
ACTUAL EXIT WIDTH = 2 DOORS * 825 MM CLEAR = 1,650 MM
REQUIRED STAIR WIDTH = 63 PERSONS * 7.6 MM / PERSON = 479 MM
OCCUPANCY LEGEND - UPPER FLOOR
NO HATCH
RESIDENTIAL/HOTEL USE
1 PERSON / 18.6 SQ. M (200 SQ. FT.) GROSS
STORAGE / EQUIPMENT ROOMS
1 PERSON / 46.5 SQ. M (500 SQ. FT.) GROSS
IT / TELECOMM ROOMS
1 PERSON / 27.9 SQ. M (300 SQ. FT.) GROSS
US Army Corps of Engineers ®
SHEET ID
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1 : 1001
THIRD FLOOR LIFE SAFETY PLAN
0 800040002000
KEY PLAN
PLAN NORTH
NOT TO SCALE
PLAN NORTH
A
M E
N D
M E
N T
A D
D B
A T
H R
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H E
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T O
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S S
S S
A
B
D
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F
G
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
11.5 M COMMON PATH OF TRAVEL
15 M PERMITTED
C
STAIR #1
FS1
GUEST STORAGE
FS2
STORAGE
ES
ES
STORAGE
FS2
ELECTRICAL
SERV ELEV
LOBBY
HSKP CLOSET
452 GUEST LAUNDRY
GUEST ELEV
LOBBY
GUEST
CORRIDOR
ES
ES
FS1
STAIR #2
FS1
ES
ES
ES
ES
STORAGE
ES-ABA
ES
TELECOM
FS2
GUEST STORAGE
FS1
825 MM CLEAR WIDTH DOOR
165 OCCUPANT CAPACITY
1400 MM CLEAR WIDTH STAIR
184 OCCUPANT CAPACITY
825 MM CLEAR WIDTH DOOR
165 OCCUPANT CAPACITY
2-HOUR RATING REQUIRED
PER NFPA 101, 7.2.2.5.2
2-HOUR RATING REQUIRED
PER NFPA 101, 7.2.2.5.2
1400 MM CLEAR WIDTH STAIR
184 OCCUPANT CAPACITY
STORAGE
FS2
10.6 M TRAVEL DISTANCE WITHIN GUEST SUITE
38 M PERMITTED
8.5 M TRAVEL DISTANCE WITHIN GUEST SUITE
38 M PERMITTED
2-HOUR FIRE
RATED SHAFT
2-HOUR FIRE
RATED SHAFT
2-HOUR FIRE
RATED SHAFT
31.7 M TRAVEL DISTANCE OUTSIDE GUEST SUITE,
61 M PERMITTED
23.3 M TRAVEL DISTANCE
OUTSIDE GUEST SUITE,
61 M PERMITTED
36.1 M TRAVEL DISTANCE,
61 M PERMITTED
L O
C
9.6 M COMMON PATH OF TRAVEL
15 M PERMITTED
LIFE SAFETY LEGEND
DESCRIPTIONSYMBOL
1/2-HOUR FIRE RATED WALL
1-HOUR FIRE RATED WALL
BUILDING EXIT
EGRESS TRAVEL START POINT
FIRE EXTINGUISHER, TYPE ABC
COMMON PATH OF TRAVEL SEPARATION
TRAVEL DISTANCE
2-HOUR FIRE RATED WALL
SMOKE PARTITION FMCP FA/MNS CONTROL PANEL
FAA FIRE ALARM ANNUNCIATOR
LOC LOCAL OPERATING CONSOLE
DESCRIPTIONSYMBOL
OCCUPANT LOAD AND EGRESS CAPACITY - 4TH FLOOR
OCCUPANT LOAD
HOTEL 1119.9 SM / 18.6 SM PER PERSON = 61 PERSONS
IT / TELECOMM ROOMS 8.8 SM / 27.9 SM PER PERSON = 1 PERSON
STORAGE / EQUIPMENT ROOMS 44.3 SM / 46.5 SM PER PERSON = 1 PERSON
TOTAL 1173 SM = 63 PERSONS
CAPACITY OF MEANS OF EGRESS (NFPA 101, 7.3.3)
MINIMUM EGRESS WIDTH FOR LEVEL COMPONENTS AND RAMPS = 5.0 MM / PERSON
MINIMUM EGRESS WIDTH FOR STAIRS = 7.6 MM / PERSON
REQUIRED EGRESS WIDTH = 63 PERSONS * 5.0 MM / PERSON = 315 MM
ACTUAL EXIT WIDTH = 2 DOORS * 825 MM CLEAR = 1,650 MM
NO HATCH
RESIDENTIAL/HOTEL USE
1 PERSON / 18.6 SQ. M (200 SQ. FT.) GROSS
STORAGE / EQUIPMENT ROOMS
1 PERSON / 46.5 SQ. M (500 SQ. FT.) GROSS
IT / TELECOMM ROOMS
1 PERSON / 27.9 SQ. M (300 SQ. FT.) GROSS
US Army Corps of Engineers ®
SHEET ID
U S
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C O
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1 : 1001
FOURTH FLOOR LIFE SAFETY PLAN
0 800040002000
KEY PLAN
PLAN NORTH
NOT TO SCALE
PLAN NORTH
A
M E
N D
M E
N T
A D
D B
A T
H R
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F
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
C
STAIR #1
FS1
GUEST STORAGE
FS2
STORAGE
ES
ES
FS2
STORAGE
ELECTRICAL
SERV ELEV
LOBBY
GUEST ELEV
LOBBY
HSKP CLOSET
ES
ES
FS1
STAIR #2
GUEST
CORRIDOR
FS1
ES
ES
ES
ES
STORAGE
ES-ABA
ES
STORAGE
GUEST STORAGE
FS2
FS1
825 MM CLEAR WIDTH DOOR
165 OCCUPANT CAPACITY
1400 MM CLEAR WIDTH STAIR
184 OCCUPANT CAPACITY
825 MM CLEAR WIDTH DOOR
165 OCCUPANT CAPACITY
2-HOUR RATING REQUIRED
PER NFPA 101, 7.2.2.5.2
2-HOUR RATING REQUIRED
PER NFPA 101, 7.2.2.5.2
1400 MM CLEAR WIDTH STAIR
184 OCCUPANT CAPACITY
TELECOM
FS2
10.6 M TRAVEL DISTANCE WITHIN GUEST SUITE
38 M PERMITTED
8.5 M TRAVEL DISTANCE WITHIN GUEST SUITE
38 M PERMITTED
2-HOUR FIRE
RATED SHAFT
2-HOUR FIRE
RATED SHAFT
2-HOUR FIRE
RATED SHAFT
15 M COMMON PATH OF TRAVEL
15 M PERMITTED
31.7 M TRAVEL DISTANCE OUTSIDE GUEST SUITE,
61 M PERMITTED
23.3 M TRAVEL DISTANCE
OUTSIDE GUEST SUITE,
61 M PERMITTED
41 M TRAVEL DISTANCE,
61 M PERMITTED
L O
C
LIFE SAFETY LEGEND
DESCRIPTIONSYMBOL
1/2-HOUR FIRE RATED WALL
1-HOUR FIRE RATED WALL
BUILDING EXIT
EGRESS TRAVEL START POINT
FIRE EXTINGUISHER, TYPE ABC
COMMON PATH OF TRAVEL SEPARATION
TRAVEL DISTANCE
2-HOUR FIRE RATED WALL
SMOKE PARTITION FMCP FA/MNS CONTROL PANEL
FAA FIRE ALARM ANNUNCIATOR
LOC LOCAL OPERATING CONSOLE
DESCRIPTIONSYMBOL
OCCUPANT LOAD AND EGRESS CAPACITY - 5TH FLOOR
OCCUPANT LOAD
HOTEL 1105.8 SM / 18.6 SM PER PERSON = 60 PERSONS
IT / TELECOMM ROOMS 8.7 SM / 27.9 SM PER PERSON = 1 PERSON
STORAGE / EQUIPMENT ROOMS 58.5 SM / 46.5 SM PER PERSON = 2 PERSONS
TOTAL 1173 SM = 63 PERSONS
CAPACITY OF MEANS OF EGRESS (NFPA 101, 7.3.3)
MINIMUM EGRESS WIDTH FOR LEVEL COMPONENTS AND RAMPS = 5.0 MM / PERSON
MINIMUM EGRESS WIDTH FOR STAIRS = 7.6 MM / PERSON
REQUIRED EGRESS WIDTH = 62 PERSONS * 5.0 MM / PERSON = 310 MM
ACTUAL EXIT WIDTH = 2 DOORS * 825 MM CLEAR = 1,650 MM
NO HATCH
RESIDENTIAL/HOTEL USE
1 PERSON / 18.6 SQ. M (200 SQ. FT.) GROSS
STORAGE / EQUIPMENT ROOMS
1 PERSON / 46.5 SQ. M (500 SQ. FT.) GROSS
IT / TELECOMM ROOMS
1 PERSON / 27.9 SQ. M (300 SQ. FT.) GROSS
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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S O
F E
N G
IN
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2 4 6 8 10 12 14 16 18 20
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M A
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X X
X X
X X
-X X
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X X
X X
X X
-X X
-X -X
X X
X
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F A
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A M
P Z
A M
A J A
P A
N
1 : 1001
FIFTH FLOOR LIFE SAFETY PLAN
0 800040002000
KEY PLAN
PLAN NORTH
NOT TO SCALE
PLAN NORTH
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
T O
E S
-A B
A U
N
IT
S
J U
L
S S
S S
A
B
D
E
F
G
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
C
STAIR #1
FS1
GUEST STORAGE
FS2
STORAGE
ES
ES
FS2
STORAGE
ELECTRICAL
SERV ELEV
LOBBY
HSKP CLOSET
GUEST LAUNDRY
GUEST ELEV
LOBBY
GUEST
CORRIDOR
ES
ES
FS1
STAIR #2
FS1
ES
ES
ES
ES
TELECOM
STORAGE
ES-ABA
ES
FS2
STORAGE
GUEST STORAGE
FS1
11.5 M COMMON PATH OF TRAVEL
15 M PERMITTED
825 MM CLEAR WIDTH DOOR
165 OCCUPANT CAPACITY
1400 MM CLEAR WIDTH STAIR
184 OCCUPANT CAPACITY
825 MM CLEAR WIDTH DOOR
165 OCCUPANT CAPACITY
2-HOUR RATING REQUIRED
PER NFPA 101, 7.2.2.5.2
2-HOUR RATING REQUIRED
PER NFPA 101, 7.2.2.5.2
1400 MM CLEAR WIDTH STAIR
184 OCCUPANT CAPACITY
10.6 M TRAVEL DISTANCE WITHIN GUEST SUITE
38 M PERMITTED
8.5 M TRAVEL DISTANCE WITHIN GUEST SUITE
38 M PERMITTED
2-HOUR FIRE
RATED SHAFT
2-HOUR FIRE
RATED SHAFT
2-HOUR FIRE
RATED SHAFT
31.7 M TRAVEL DISTANCE OUTSIDE GUEST SUITE,
61 M PERMITTED
23.3 M TRAVEL DISTANCE
OUTSIDE GUEST SUITE,
61 M PERMITTED
36.1 M TRAVEL DISTANCE,
61 M PERMITTED
L O
C
FS2
9.6 M COMMON PATH OF TRAVEL
15 M PERMITTED
LIFE SAFETY LEGEND
DESCRIPTIONSYMBOL
1/2-HOUR FIRE RATED WALL
1-HOUR FIRE RATED WALL
BUILDING EXIT
EGRESS TRAVEL START POINT
FIRE EXTINGUISHER, TYPE ABC
COMMON PATH OF TRAVEL SEPARATION
TRAVEL DISTANCE
2-HOUR FIRE RATED WALL
SMOKE PARTITION FMCP FA/MNS CONTROL PANEL
FAA FIRE ALARM ANNUNCIATOR
LOC LOCAL OPERATING CONSOLE
DESCRIPTIONSYMBOL
OCCUPANT LOAD AND EGRESS CAPACITY - 6TH FLOOR
OCCUPANT LOAD
HOTEL 1119.9 SM / 18.6 SM PER PERSON = 61 PERSONS
IT / TELECOMM ROOMS 8.8 SM / 27.9 SM PER PERSON = 1 PERSON
STORAGE / EQUIPMENT ROOMS 44.3 SM / 46.5 SM PER PERSON = 1 PERSON
TOTAL 1173 SM = 63 PERSONS
CAPACITY OF MEANS OF EGRESS (NFPA 101, 7.3.3)
MINIMUM EGRESS WIDTH FOR LEVEL COMPONENTS AND RAMPS = 5.0 MM / PERSON
MINIMUM EGRESS WIDTH FOR STAIRS = 7.6 MM / PERSON
REQUIRED EGRESS WIDTH = 63 PERSONS * 5.0 MM / PERSON = 315 MM
ACTUAL EXIT WIDTH = 2 DOORS * 825 MM CLEAR = 1,650 MM
NO HATCH
RESIDENTIAL/HOTEL USE
1 PERSON / 18.6 SQ. M (200 SQ. FT.) GROSS
STORAGE / EQUIPMENT ROOMS
1 PERSON / 46.5 SQ. M (500 SQ. FT.) GROSS
IT / TELECOMM ROOMS
1 PERSON / 27.9 SQ. M (300 SQ. FT.) GROSS
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
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D A
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M A
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F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
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IN
M A
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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
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IS
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T A
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IN
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F A
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IL
IT
Y
C
A M
P Z
A M
A J A
P A
N
1 : 1001
SIXTH FLOOR LIFE SAFETY PLAN
0 800040002000
KEY PLAN
PLAN NORTH
NOT TO SCALE
PLAN NORTH
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
T O
E S
-A B
A U
N
IT
S
J U
L
S S
A
B
D
E
F
G
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
C
STAIR #1
FS1
GUEST STORAGE
DFS
DFS ABA
ELECTRICAL
SERV ELEV
LOBBY
HSKP CLOSET
GUEST ELEV
LOBBY
GUEST
CORRIDOR
ES
ES
FS1
STAIR #2
FS1
ES
ES
ES
ES
TELECOM
STORAGE
FS2
ES-ABA
ES
STORAGE
FS2
GUEST STORAGE
FS1
825 MM CLEAR WIDTH DOOR
165 OCCUPANT CAPACITY
2-HOUR RATING REQUIRED
PER NFPA 101, 7.2.2.5.2
825 MM CLEAR WIDTH DOOR
165 OCCUPANT CAPACITY
1400 MM CLEAR WIDTH STAIR
184 OCCUPANT CAPACITY
2-HOUR RATING REQUIRED
PER NFPA 101, 7.2.2.5.2
1400 MM CLEAR WIDTH STAIR
184 OCCUPANT CAPACITY
14.7 M COMMON PATH OF TRAVEL
15 M PERMITTED
10.6 M TRAVEL DISTANCE WITHIN GUEST SUITE
38 M PERMITTED
8.5 M TRAVEL DISTANCE WITHIN GUEST SUITE
38 M PERMITTED
2-HOUR FIRE
RATED SHAFT
2-HOUR FIRE
RATED SHAFT
2-HOUR FIRE
RATED SHAFT
31.7 M TRAVEL DISTANCE OUTSIDE GUEST SUITE,
61 M PERMITTED
23.3 M TRAVEL DISTANCE
OUTSIDE GUEST SUITE,
61 M PERMITTED
41 M TRAVEL DISTANCE,
61 M PERMITTED
L O
C
LIFE SAFETY LEGEND
DESCRIPTIONSYMBOL
1/2-HOUR FIRE RATED WALL
1-HOUR FIRE RATED WALL
BUILDING EXIT
EGRESS TRAVEL START POINT
FIRE EXTINGUISHER, TYPE ABC
COMMON PATH OF TRAVEL SEPARATION
TRAVEL DISTANCE
2-HOUR FIRE RATED WALL
SMOKE PARTITION FMCP FA/MNS CONTROL PANEL
FAA FIRE ALARM ANNUNCIATOR
LOC LOCAL OPERATING CONSOLE
DESCRIPTIONSYMBOL
OCCUPANT LOAD AND EGRESS CAPACITY - 7TH FLOOR
OCCUPANT LOAD
HOTEL 1105.8 SM / 18.6 SM PER PERSON = 60 PERSONS
IT / TELECOMM ROOMS 8.7 SM / 27.9 SM PER PERSON = 1 PERSON
STORAGE / EQUIPMENT ROOMS 58.5 SM / 46.5 SM PER PERSON = 2 PERSONS
TOTAL 1173 SM = 63 PERSONS
CAPACITY OF MEANS OF EGRESS (NFPA 101, 7.3.3)
MINIMUM EGRESS WIDTH FOR LEVEL COMPONENTS AND RAMPS = 5.0 MM / PERSON
MINIMUM EGRESS WIDTH FOR STAIRS = 7.6 MM / PERSON
REQUIRED EGRESS WIDTH = 62 PERSONS * 5.0 MM / PERSON = 310 MM
ACTUAL EXIT WIDTH = 2 DOORS * 825 MM CLEAR = 1,650 MM
NO HATCH
RESIDENTIAL/HOTEL USE
1 PERSON / 18.6 SQ. M (200 SQ. FT.) GROSS
STORAGE / EQUIPMENT ROOMS
1 PERSON / 46.5 SQ. M (500 SQ. FT.) GROSS
IT / TELECOMM ROOMS
1 PERSON / 27.9 SQ. M (300 SQ. FT.) GROSS
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
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1 3 5 7 9 11 13 15 17 19
D A
T E
M A
R K
D E
S C
R
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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
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G
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M A
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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
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IN
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F A
C
IL
IT
Y
C
A M
P Z
A M
A J A
P A
N
1 : 1001
SEVENTH FLOOR LIFE SAFETY PLAN
0 800040002000
KEY PLAN
PLAN NORTH
NOT TO SCALE
PLAN NORTH
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
T O
E S
-A B
A U
N
IT
S
J U
L
S-201
S-2012
S-201
S-201
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
A
B
D
E
F
G
H
S-301
S-402
B
B
B
B
B
B
GB201
B
B 3 1
S-402
B
3200 4100 4100 4100 4100 4300 4300 4100 4100 4300 4300 4300 4300 4100 4100 3200
200mm EXTERIOR
CONCRETE WALLS
TYP UNO
200mm INTERIOR
CONCRETE WALLS
TYP UNO
200mm EXTERIOR CONCRETE WALLS
TYP UNO
S-302
S-202
S-202
S-202
S-303
S-301
S-301
S-302
S-302
S-302
B
S-302
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
GB202 GB202GB202GB202GB202GB202 GB202
GB201
GB201 GB201GB201GB201GB201
GB205
B
B
GB201
GB201
GB201
GB201GB201GB201GB201GB201
J
K
10.9 12.1
B
B
B
GB201
GB201
GB201 GB201 GB201
B
B
B
B
B
B
GB203 GB203
GB203 GB203
450 450
S-202
S-202
S-202
B
B
S101D
S-522
S-301
C
GB202 B
S-522
RD
R D
RD
RDTOP OF SLAB = 4175
STAIR 2
ELEVATORSTAIR 1
LOWER ENTRY
CANOPY SEE 2/S101D
TOP OF SLAB = 4250
NOTE 6
TOP OF TOPPING
SLAB = 5000 mm
TOP OF TOPPING SLAB
= 5130 mm AT PERIMETER
OF BALCONY
TOP OF
TOPPING
SLAB =
5000 mm
RD
TOP OF TOPPING
SLAB = 5000 mm
TOP OF TOPPING SLAB
= 5130 mm AT PERIMETER
OF BALCONY
TOP OF TOPPING
SLAB = 5000 mm
TOP OF TOPPING SLAB
= 5130 mm AT PERIMETER
OF BALCONY
TOP OF TOPPING
SLAB = 5000 mm
TOP OF TOPPING SLAB
= 5130 mm AT PERIMETER
OF BALCONY
B
S24
S21
S24
S24 S24 S24
S24 S24 S24 S25 S24 S24 S24
S24
S24
S24
S24
S21S21S21S21S21S21S21
S21
S21
S21
S21
S21S21
S21
S23
S21
S24S24S24S24 S24
S24
S24 S24
S21 S21
W2 W2
W2
W2 W9
W2
W7
W5
W5
W5
W5
W1
W1
W1
W1 W1
W2 W2
W1 W1
W1
W5
W5
W1
W1
W5
W5
W2
W2
W2
W2
W1
W5
W5
W5
W1
W1
W1
W2
W2
W1
W2
W1
W1W1
W2
W2 W2
W2
W2
W2
W2
W2
W2
W2
W2
W2
W2
W2
W1
W2
W1
W2
W2
W2W2 W2
W2
W2
W2
W2
W1
W5
W5
W1
W1
W2W2
S-532
S-532
S-302
S-532
S-532
450 450
CANOPY ROOF ABOVE
OPEN TO BELOW
S22S22S22S22S22 S22 S22 S22
S-524 S-203
GB201
GB204
RD
RD
RD
S-641
TYPICAL
TYPICAL
S-641
TYPICAL
S-521
S-522
S-522
S-523
S-524
S-521
S-523
TYPICALTYPICAL
S-523
S-522
TYPICALTYPICAL
S-523
GB202GB202GB202GB202GB202 GB202
N O
T E
NOTE 8
S-524
B
B
GB206OPPOSITE
HAND
S-524
4 S-524
B
B
S-524
EXTEND B202
BEAM 1015mm
W2W2
TYPICAL
TYPICAL
TYPICAL
TYPICAL
S-641
W5
S-641
TYPICAL
TYPICAL
S-641
TYPICAL
S-641
TYPICAL
S-641
TYPICAL
S-641
TYPICAL
COLUMN BELOW
COLUMN BELOW
COLUMN BELOW
COLUMN
BELOW
OPEN TO BELOW
465 2495
S-524
S-631
TYPICAL
GB201GB201GB201
S-525
W78
S-531
NOTE 11 TYP
944 1250
610 1584
1. SEE SHEET S-001 FOR STRUCTURAL DRAWINGS SYMBOL LEGEND.
2. "CX" DENOTES COLUMN TYPE. SEE SCHEDULE ON SHEET S-611.
3. "BXXX" DENOTES CONCRETE BEAM TYPE. SEE SCHEDULE ON
SHEET S-621.
4. ALL CONCRETE WALLS THIS FLOOR TO BE 200mm THICK WITH (2)
LAYERS OF REINFORCEMENT. SEE SCHEDULE ON SHEET S-641.
5. DENOTES SPAN DIRECTION AND SLAB TYPE. SEE S631
FOR SLAB SCHEDULE.
6. ELEVATOR DIVIDER BEAM H200x100x5.5x8. TOP OF STEEL AT TOP OF
FLOOR/ROOF LEVEL FOR BIDDING PURPOSES. COORDINATE WITH
ELEVATOR VENDOR DRAWINGS.
7. SXX DENOTES SLAB. SEE SHEET S-631 FOR TYPICAL SLAB
THICKNESS, REINFORCEMENT AND DETAILS.
8. SLAB DEPRESSION. SEE 2/S-512.
9. "WX" DENOTES WALL TYPE. SEE SCHEDULE ON SHEET S-641.
10. SEE SHEET A-108 FOR TOP OF TOPPING SLAB ELEVATIONS.
11. REFERENCE SHEETS S-111 THROUGH S118 FOR SLEEVE OPENING
LAYOUT, LOCATION, AND SIZES FOR KNOWN SLAB OPENINGS.
COORDINATE ALL SLAB OPENING WITH INDIVIDUAL ENGINEERING
DISCIPLINES THE RESPECTIVE CONTRACTOR.
FRAMING PLAN NOTES:
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
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S
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C O
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N O
S O
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A
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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
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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
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G
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K
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C
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A M
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A L O
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:2
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A
M
S-102
S E
C O
N D
F L O
O R
F R
A M
IN
G
P L A
N
J A
P A
N D
IS
T
R
IC
T U
N
IT
A
P O
A
P
-5
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S
H J
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T V
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T U
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N
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T H
M A
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A
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A D
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W A
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W
I
T D
O N
K L E
D W
IC
K
U S
J H
A L L
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
1 : 1001
SECOND FLOOR FRAMING PLAN 0 800040002000
SCALE 1 :100
PLAN NORTH
KEY PLAN
PLAN NORTH
NOT TO SCALE
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
S-201
S-201
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
A
B
D
E
F
G
H
S-301
S-402
S-402
TOP OF SLAB = 7575
3200 4100 4100 4100 4100 4300 4300 4100 4100 4300 4300 4300 4300 4100 4100 3200
200mm EXTERIOR CONCRETE WALLS
TYP UNO
200mm EXTERIOR
CONCRETE WALLS
TYP UNO
200mm INTERIOR
CONCRETE WALLS
TYP UNO
S-302
S-202
S-202
S-202
S-303
S-301
S-301
S-302
S-302
S-302
S-302
B
B
GB301
B
B
B
B
B
B
B
B
B
B
B
B
B 3B
B
B
GB302 GB302GB302GB302GB302GB302
GB302 GB302
GB302
GB301
GB301GB305GB301
GB301GB301GB301GB301GB301
B
TOP OF SLAB = 7650
GB301
B
GB301 GB301
B
B
GB304
GB301
B
B
B
3 GB301
GB303 GB303
GB303 GB303
S-202
S-202
S-202
B
B
S-301
C
STAIR 2
ELEVATORSTAIR 1
NOTE 6
N O
T E
T
Y P
C
IA
L
T
Y P
C
IA
L
S34 S34
S34 S34
S34
S34 S34 S34 S34
S34 S34
S34 S34
S31 S31 S31 S31
S31 S31 S31
S34 S34
S34 S34
S31 S31 S34
S34S34
S34
S34S34
S34S34
S33
W5
W5
W5
W5
W1
W2
W1
W1
W2
W1
W1
W2
W1
W2
W1
W2
W2
W2
W1 W1
W2
W1
W2
W1
W1
W5
W5
W5
W5
W1
W1
W2
W2
W2
W2
W2
W1
W2
W2
W2
W2W2
W2
W1
W1
W1
W2
W2 W2
W2
W2
W2
W2
W2
W2
W2
W2
W1
W2
W1
W2
W2
W2
W2
W2
W1
W2
W2
W2
W2
W2
W2
W1
W1
W2
GB306
B
B
B
B
B
B
B
B
B
B
S-532
S-302
S32 S32S32S32S32S32S32S32
S35
S-524
S-641
TYPICAL
TYPICAL
S-641
TYPICAL
S-521
S-522
S-522
S-523
S-521
S-523
TYPICALTYPICAL
S-523
S-522
TYPICALTYPICAL
S-523
NOTE 8
W2W2
B
B
B
B
GB302GB302GB302GB302
EXTEND B302
BEAM1015mm
1615S-524
TYPICAL
S-524
TYPICAL
S-524
TYPICAL
S-524
TYPICAL
S-641
TYPICAL
S-641
TYPICAL
S-641
TYPICAL
S-641
TYPICAL
S-641
TYPICAL
S-641
TYPICAL
S-203
B
COLUMN BELOW
S-631
TYPICAL
NOTE 11 TYP
SEE 2ND FLOOR FOR
SLAB DEPRESSION
DIMENSIONS
1. SEE SHEET S-001 FOR STRUCTURAL DRAWINGS SYMBOL LEGEND.
2. "CX" DENOTES COLUMN TYPE. SEE SCHEDULE ON SHEET S-611.
3. "BXXX" DENOTES CONCRETE BEAM TYPE. SEE SCHEDULE ON
SHEET S-621.
4. ALL CONCRETE WALLS THIS FLOOR TO BE 200mm THICK WITH (2)
LAYERS OF REINFORCEMENT. SEE SCHEDULE ON SHEET S-641.
5. DENOTES SPAN DIRECTION AND SLAB TYPE. SEE S631
FOR SLAB SCHEDULE.
6. ELEVATOR DIVIDER BEAM H200x100x5.5x8. TOP OF STEEL AT TOP OF
FLOOR/ROOF LEVEL FOR BIDDING PURPOSES. COORDINATE WITH
ELEVATOR VENDOR DRAWINGS.
7. SXX DENOTES SLAB. SEE SHEET S-631 FOR TYPICAL SLAB
THICKNESS, REINFORCEMENT AND DETAILS.
8. SLAB DEPRESSION. SEE 2/S-512.
9. "WX" DENOTES WALL TYPE. SEE SCHEDULE ON SHEET S-641.
10. SEE SHEET A-108 FOR TOP OF TOPPING SLAB ELEVATIONS.
11. REFERENCE SHEETS S-111 THROUGH S118 FOR SLEEVE OPENING
LAYOUT, LOCATION, AND SIZES FOR KNOWN SLAB OPENINGS.
COORDINATE ALL SLAB OPENING WITH INDIVIDUAL ENGINEERING
DISCIPLINES THE RESPECTIVE CONTRACTOR.
FRAMING PLAN NOTES:
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-000
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 -S
-3 D v R
.r v t
/1
/2
:2
:0
A
M
S-103
T H
IR
D
F L O
O R
F R
A M
IN
G
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
T D
O N
K L E
D W
IC
K
U S
J H
A L L
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
1 : 1001
THIRD FLOOR FRAMING PLAN
0 800040002000
SCALE 1 :100
PLAN NORTH
KEY PLAN
PLAN NORTH
NOT TO SCALE
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
S-201
S-201
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
A
B
D
E
F
G
S-301
S-402
S-402
TOP OF SLAB = 10975
3200 4100 4100 4100 4100 4300 4300 4100 4100 4300 4300 4300 4300 4100 4100 3200
200mm EXTERIOR
CONCRETE WALLS
TYP UNO
200mm EXTERIOR CONCRETE WALLS
TYP UNO
S-302
S-202
S-202
S-202
S-303
S-301
S-301
S-302
S-302
S-302
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B 2B
B
B
GB402 GB402GB402GB402GB402GB402
GB402 GB402
GB402
GB401
GB401
GB405
GB401
GB401GB401GB401GB401
B
200mm INTERIOR
CONCRETE WALLS
TYP UNOB
GB401
GB404
B
B
3GB401
TOP OF SLAB = 11050
GB401GB401
B
B
3 GB401
GB403 GB403
GB403 GB403
GB401
S-202
S-202
S-202
B
B
S-301
C
STAIR 2
ELEVATORSTAIR 1
NOTE 6
N O
T E
T
Y P
C
IA
L
T
Y P
C
IA
L
S34 S34
S34 S34
S34
S34 S34 S34 S34 S34
S34 S34
S34 S34
S31 S31 S31 S31
S31 S31 S31
S34 S34
S34 S34
S31 S31 S34
S34S34
S34
S34S34
S34S34
S33
W6
W6
W6
W6 W4
W3
W3
W3
W4
W3
W3
W4
W3
W4
W4
W3
W4
W4
W3
W4
W3
W3
W3
W4 W3
W6
W6
W6
W6
W3
W3
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W3W3
W3
W4
W4
W4
W4 W4
W4
W3
W4
W3
W4
W4
W4
W4
W4
W3
W4
W4
W4
W4
W4
W4
W4
W4
W3
W4
W4
W4
W3
W4W4
S-523
S-522
TYPICALTYPICAL
GB406
S-302
S32 S32S32S32S32S32S32S32
S-524
S-641
TYPICAL
TYPICAL
S-641
TYPICAL
S-521
S-522
S-522
S-523
S-521
S-523
TYPICALTYPICAL
S-523
W4W4
B
B
B
B
GB402GB402GB402GB402
EXTEND B402
BEAM 1015mm
S-524
TYPICAL
S-524
TYPICAL
TYPICAL
TYPICAL
S-524
S-524
S-641
TYPICAL
TYPICAL
TYPICAL
TYPICAL
TYPICAL
TYPICAL
S-641
S-641
S-641
S-641
S-641
S-203
W3
465 2495
S-524
S-631
TYPICAL
NOTE 11 TYP
SEE 2ND FLOOR FOR
SLAB DEPRESSION
DIMENSIONS
NOTE 8
10975
1. SEE SHEET S-001 FOR STRUCTURAL DRAWINGS SYMBOL LEGEND.
2. "CX" DENOTES COLUMN TYPE. SEE SCHEDULE ON SHEET S-611.
3. "BXXX" DENOTES CONCRETE BEAM TYPE. SEE SCHEDULE ON
SHEET S-621.
4. ALL CONCRETE WALLS THIS FLOOR TO BE 200mm THICK WITH (2)
LAYERS OF REINFORCEMENT. SEE SCHEDULE ON SHEET S-641.
5. DENOTES SPAN DIRECTION AND SLAB TYPE. SEE S631
FOR SLAB SCHEDULE.
6. ELEVATOR DIVIDER BEAM H200x100x5.5x8. TOP OF STEEL AT TOP OF
FLOOR/ROOF LEVEL FOR BIDDING PURPOSES. COORDINATE WITH
ELEVATOR VENDOR DRAWINGS.
7. SXX DENOTES SLAB. SEE SHEET S-631 FOR TYPICAL SLAB
THICKNESS, REINFORCEMENT AND DETAILS.
8. SLAB DEPRESSION. SEE 2/S-512.
9. "WX" DENOTES WALL TYPE. SEE SCHEDULE ON SHEET S-641.
10. SEE SHEET A-108 FOR TOP OF TOPPING SLAB ELEVATIONS.
11. REFERENCE SHEETS S-111 THROUGH S118 FOR SLEEVE OPENING
LAYOUT, LOCATION, AND SIZES FOR KNOWN SLAB OPENINGS.
COORDINATE ALL SLAB OPENING WITH INDIVIDUAL ENGINEERING
DISCIPLINES THE RESPECTIVE CONTRACTOR.
FRAMING PLAN NOTES:
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-000
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 -S
-3 D v R
.r v t
/1
/2
:2
:0
A
M
S-104
F O
U R
T H
F L O
O R
F R
A M
IN
G
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
T D
O N
K L E
D W
IC
K
U S
J H
A L L
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
1 : 1001
FOURTH FLOOR FRAMING PLAN
0 800040002000
SCALE 1 :100
PLAN NORTH
KEY PLAN
PLAN NORTH
NOT TO SCALE
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
S-201
S-201
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
A
B
D
E
F
G
S-301
S-402
S-402
3200 4100 4100 4100 4100 4300 4300 4100 4100 4300 4300 4300 4300 4100 4100 3200
200mm EXTERIOR
CONCRETE WALLS TYP
UNO
200mm EXTERIOR CONCRETE WALLS
TYP UNO
S-302
S-202
S-202
S-202
S-303
S-301
S-301
S-302
S-302
S-302
S-302
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B 3B
B
B
GB502 GB502GB502GB502GB502GB502
GB502 GB502
GB502
GB501
GB501GB501GB501GB501GB501
B
200mm INTERIOR
CONCRETE WALLS
TYP UNO
GB501
GB501
B
GB501GB501
TOP OF SLAB = 14450
B
B
3 GB501
B
B
GB501
GB503 GB503
GB503 GB503
S-202
S-202
S-202
B
B
S-301
C
TOP OF SLAB = 14375
STAIR 2
ELEVATORSTAIR 1
GB505
GB506
GB504
NOTE 6
N O
T E
T
Y P
C
IA
L
T
Y P
C
IA
L
S34 S34
S34 S34
S34
S34 S34 S34 S34 S34
S34 S34
S34 S34
S31 S31 S31 S31
S31 S31 S31
S34 S34
S34 S34
S31 S31 S34
S34S34
S34
S34S34
S34S34
S33
GB501
W6
W6
W6
W6
W3
W3
W4 W4
W4
W3
W3
W4
W3
W4 W4
W3
W4
W4
W3 W3
W4
W3
W4
W3
W3
W6
W6
W6
W6
W3
W3
W4
W4
W4
W4
W4
W4
W4
W3
W3
W4
W4
W4
W4
W3
W3
W3
W4 W4
W4
W4
W4
W3
W4
W4W4
W4
W4
W4
W4
W4
W3
W4
W4
W4
W4
W4
W4
W4
W3
W3
W3
W4
W4
W4
W3
TYPICALTYPICAL
S-523
S-522
TYPICALTYPICAL
S-302
S32 S32S32S32S32S32S32S32
S-524
S-641
TYPICAL
TYPICAL
S-641
TYPICAL
S-521
S-522
S-522
S-523
S-521
S-523
S-523
W4W4
B
B
B
B
GB502GB502GB502GB502
S-524
TYPICAL
S-524
TYPICAL
TYPICAL
TYPICAL
S-524
S-524
S-641
TYPICAL
TYPICAL
TYPICAL
TYPICAL
TYPICAL
TYPICAL
S-641
S-641
S-641
S-641
S-641
S-203
S-631
TYPICAL
NOTE 11 TYP
SEE 2ND FLOOR FOR
SLAB DEPRESSION
DIMENSIONS
NOTE 8
14375
1. SEE SHEET S-001 FOR STRUCTURAL DRAWINGS SYMBOL LEGEND.
2. "CX" DENOTES COLUMN TYPE. SEE SCHEDULE ON SHEET S-611.
3. "BXXX" DENOTES CONCRETE BEAM TYPE. SEE SCHEDULE ON
SHEET S-621.
4. ALL CONCRETE WALLS THIS FLOOR TO BE 200mm THICK WITH (2)
LAYERS OF REINFORCEMENT. SEE SCHEDULE ON SHEET S-641.
5. DENOTES SPAN DIRECTION AND SLAB TYPE. SEE S631
FOR SLAB SCHEDULE.
6. ELEVATOR DIVIDER BEAM H200x100x5.5x8. TOP OF STEEL AT TOP OF
FLOOR/ROOF LEVEL FOR BIDDING PURPOSES. COORDINATE WITH
ELEVATOR VENDOR DRAWINGS.
7. SXX DENOTES SLAB. SEE SHEET S-631 FOR TYPICAL SLAB
THICKNESS, REINFORCEMENT AND DETAILS.
8. SLAB DEPRESSION. SEE 2/S-512.
9. "WX" DENOTES WALL TYPE. SEE SCHEDULE ON SHEET S-641.
10. SEE SHEET A-108 FOR TOP OF TOPPING SLAB ELEVATIONS.
11. REFERENCE SHEETS S-111 THROUGH S118 FOR SLEEVE OPENING
LAYOUT, LOCATION, AND SIZES FOR KNOWN SLAB OPENINGS.
COORDINATE ALL SLAB OPENING WITH INDIVIDUAL ENGINEERING
DISCIPLINES THE RESPECTIVE CONTRACTOR.
FRAMING PLAN NOTES:
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-000
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 -S
-3 D v R
.r v t
/1
/2
:2
:0
A
M
S-105
F
IF
T H
F L O
O R
F R
A M
IN
G
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
T D
O N
K L E
D W
IC
K
U S
J H
A L L
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
1 : 1001
FIFTH FLOOR FRAMING PLAN
0 800040002000
SCALE 1 :100
PLAN NORTH
KEY PLAN
PLAN NORTH
NOT TO SCALE
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
S-201
S-201
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
A
B
D
E
F
G
S-301
S-402
S-402
3200 4100 4100 4100 4100 4300 4300 4100 4100 4300 4300 4300 4300 4100 4100 3200
200mm EXTERIOR
CONCRETE WALLS TYP
UNO
200mm EXTERIOR CONCRETE WALLS
TYP UNO
S-302
S-202
S-202
S-202
S-303
S-301
S-301
S-302
S-302
S-302
S-302
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B 3B
B
B
GB602 GB602GB602GB602GB602GB602
GB602 GB602
GB602
GB601
GB601
GB601GB601GB601GB601GB601
B
200mm INTERIOR
CONCRETE WALLS
TYP UNO
GB601
GB601 GB601
B
B
GB601
GB604
B
B
TOP OF SLAB = 17850
GB603 GB603
GB603GB603
B
S-202
S-202
S-202
B
B
S-301
C
TOP OF SLAB = 17775
STAIR 2
ELEVATORSTAIR 1
GB606
GB605
NOTE 6
N O
T E
T
Y P
C
IA
L
T
Y P
C
IA
L
S34 S34
S34 S34
S34
S34 S34 S34 S34 S34
S34 S34
S34 S34
S31 S31 S31 S31
S31 S31 S31
S34 S34
S34 S34
S31 S31 S34
S34S34
S34
S34S34
S34S34
S33
W6
W6
W6
W6
W3
W3
W4
W4
W4
W4
W4
W3
W3
W4
W3
W4
W3
W4
W4
W4
W3
W4
W3
W3
W4
W3
W3
W6
W6
W6
W6
W3
W3
W4
W4
W4
W4
W4
W3
W4
W4
W3
W4
W4W4
W4
W3
W3
W3W3 GB601
W4
W4 W4
W4
W4W4
W4 W4
GB601
W4
W4
W4
W4
W4W4
W4 W4
W3
W4
W4W4
W4
W4
W4
W4
W3
W3
TYPICALTYPICAL
S-523
S-522
TYPICALTYPICAL
S-302
S32 S32S32S32S32S32S32S32
S-524
S-641
TYPICAL
TYPICAL
S-641
TYPICAL
S-521
S-522
S-522
S-523
S-521
S-523
S-523
B
GB602GB602GB602GB602
S-524
TYPICAL
S-524
TYPICAL
TYPICAL
TYPICAL
S-524
S-524
B
EXTEND B602
BEAM 1015mmB
B
S-641
TYPICAL
TYPICAL
TYPICAL
TYPICAL
TYPICAL
TYPICAL
S-641
S-641
S-641
S-641
S-641
S-203
W3
W3
465 2495
S-524
S-631
1 TYPICAL
NOTE 11 TYP
SEE 2ND FLOOR FOR
SLAB DEPRESSION
DIMENSIONS
NOTE 8
17775
1. SEE SHEET S-001 FOR STRUCTURAL DRAWINGS SYMBOL LEGEND.
2. "CX" DENOTES COLUMN TYPE. SEE SCHEDULE ON SHEET S-611.
3. "BXXX" DENOTES CONCRETE BEAM TYPE. SEE SCHEDULE ON
SHEET S-621.
4. ALL CONCRETE WALLS THIS FLOOR TO BE 200mm THICK WITH (2)
LAYERS OF REINFORCEMENT. SEE SCHEDULE ON SHEET S-641.
5. DENOTES SPAN DIRECTION AND SLAB TYPE. SEE S631
FOR SLAB SCHEDULE.
6. ELEVATOR DIVIDER BEAM H200x100x5.5x8. TOP OF STEEL AT TOP OF
FLOOR/ROOF LEVEL FOR BIDDING PURPOSES. COORDINATE WITH
ELEVATOR VENDOR DRAWINGS.
7. SXX DENOTES SLAB. SEE SHEET S-631 FOR TYPICAL SLAB
THICKNESS, REINFORCEMENT AND DETAILS.
8. SLAB DEPRESSION. SEE 2/S-512.
9. "WX" DENOTES WALL TYPE. SEE SCHEDULE ON SHEET S-641.
10. SEE SHEET A-108 FOR TOP OF TOPPING SLAB ELEVATIONS.
11. REFERENCE SHEETS S-111 THROUGH S118 FOR SLEEVE OPENING
LAYOUT, LOCATION, AND SIZES FOR KNOWN SLAB OPENINGS.
COORDINATE ALL SLAB OPENING WITH INDIVIDUAL ENGINEERING
DISCIPLINES THE RESPECTIVE CONTRACTOR.
FRAMING PLAN NOTES:
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-000
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 -S
-3 D v R
.r v t
/1
/2
:2
:1
A
M
S-106
S
IX
T H
F L O
O R
F R
A M
IN
G
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
T D
O N
K L E
D W
IC
K
U S
J H
A L L
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
1 : 1001
SIXTH FLOOR FRAMING PLAN
0 800040002000
SCALE 1 :100
PLAN NORTH
KEY PLAN
PLAN NORTH
NOT TO SCALE
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
S-201
S-201
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
A
B
D
E
F
G
S-301
S-402
S-402
3200 4100 4100 4100 4100 4300 4300 4100 4100 4300 4300 4300 4300 4100 4100 3200
200mm EXTERIOR
CONCRETE WALLS TYP
UNO
200mm EXTERIOR CONCRETE
WALLS TYP UNO
S-302
S-202
S-202
S-202
S-303
S-301
S-301
S-302
S-302
S-302
S-302
200mm INTERIOR
CONCRETE WALLS
TYP UNOB
B
GB701
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
GB702 GB702GB702GB702GB702GB702
GB702 GB702 GB702 GB702 GB702 GB702
GB702
GB701
GB701
GB701GB701GB701GB701
B
B
B
GB701
GB701
GB701
B
B
TOP OF SLAB = 21250
GB701
GB703 GB703
GB703GB703
S-202
S-202
S-202
B
B
S-301
C
TOP OF SLAB = 21175
STAIR 2
ELEVATORSTAIR 1
GB706
GB705
NOTE 6
N O
T E
T
Y P
C
IA
L
T
Y P
C
IA
L
T
Y P
IC
A
L
S34 S34
S34 S34
S34
S34 S34 S34 S34 S34
S34 S34
S34 S34
S31 S31 S31 S31
S31 S31 S31
S34 S34
S34 S34
S31 S31 S34
S34S34
S34
S34S34
S34S34
S33
W6
W6
W6
W6
W3
W4
W4
W4
W4
W3
W3
W4
W3
W3
W4
W3
W4
W4
W3
W4
W4
W3
W4
W3
W3
W4
W3
W3
W6
W6
W6
W6
W3
W3
W4
W4
W4
W4
W4
W4
W3
W3
W4
W4
W4
W3
W3
W3W3
W4
W4
W4 W4
W4
W4
W4 W4
W4
W4
W4
W4
W3 GB701
W4
GB701
W4
W4
W4
W4
W4
W3
W4
W4
W4
W4
W4
W4
W3
TYPICALTYPICAL
S-523
S-522
TYPICALTYPICAL
B
B
B
B
B
B
B
S-302
S32 S32S32S32S32S32S32S32
S-524
S-641
TYPICAL
TYPICAL
S-641
TYPICAL
S-521
S-522
S-522
S-523
S-521
S-523
S-523
B
S-524
TYPICAL
S-524
TYPICAL
TYPICAL
TYPICAL
S-524
S-524
GB704
EXTEND B702
BEAM 1015mm
B
B
B
S-641
TYPICAL
TYPICAL
TYPICAL
TYPICAL
TYPICAL
TYPICAL
S-641
S-641
S-641
S-641
S-641
S-203
W3
S-631
TYPICAL
NOTE 11 TYP
SEE 2ND FLOOR FOR
SLAB DEPRESSION
DIMENSIONS
NOTE 8
21175
1. SEE SHEET S-001 FOR STRUCTURAL DRAWINGS SYMBOL LEGEND.
2. "CX" DENOTES COLUMN TYPE. SEE SCHEDULE ON SHEET S-611.
3. "BXXX" DENOTES CONCRETE BEAM TYPE. SEE SCHEDULE ON
SHEET S-621.
4. ALL CONCRETE WALLS THIS FLOOR TO BE 200mm THICK WITH (2)
LAYERS OF REINFORCEMENT. SEE SCHEDULE ON SHEET S-641.
5. DENOTES SPAN DIRECTION AND SLAB TYPE. SEE S631
FOR SLAB SCHEDULE.
6. ELEVATOR DIVIDER BEAM H200x100x5.5x8. TOP OF STEEL AT TOP OF
FLOOR/ROOF LEVEL FOR BIDDING PURPOSES. COORDINATE WITH
ELEVATOR VENDOR DRAWINGS.
7. SXX DENOTES SLAB. SEE SHEET S-631 FOR TYPICAL SLAB
THICKNESS, REINFORCEMENT AND DETAILS.
8. SLAB DEPRESSION. SEE 2/S-512.
9. "WX" DENOTES WALL TYPE. SEE SCHEDULE ON SHEET S-641.
10. SEE SHEET A-108 FOR TOP OF TOPPING SLAB ELEVATIONS.
11. REFERENCE SHEETS S-111 THROUGH S118 FOR SLEEVE OPENING
LAYOUT, LOCATION, AND SIZES FOR KNOWN SLAB OPENINGS.
COORDINATE ALL SLAB OPENING WITH INDIVIDUAL ENGINEERING
DISCIPLINES THE RESPECTIVE CONTRACTOR.
FRAMING PLAN NOTES:
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-000
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 -S
-3 D v R
.r v t
/1
/2
:2
:1
A
M
S-107
S E
V E
N T
H F
L O
O R
F R
A M
IN
G
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
T D
O N
K L E
D W
IC
K
U S
J H
A L L
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
1 : 1001
SEVENTH FLOOR FRAMING PLAN
0 800040002000
SCALE 1 :100
PLAN NORTH
KEY PLAN
PLAN NORTH
NOT TO SCALE
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
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
A
B
D
E
F
G
H
J
10.9 12.1
C
3200 4100 4100 4100 4100 4300 4300 4100 4100 4300 4300 4300 4300 4100 4100 3200
NOTE 4 TYPICAL
N 0 E 0
N -4870 E 14091
ORIGIN
N -5042 E 12984
N -5462 E 12936
N -5042 E 12620
N -6551 E 14091
N -6852 E 15111
N -6835 E 19171
N -7290 E 19980
N -8605 E 21240
N -7057 E 20934
N -6867 E 20745
N -6035 E 20775 N -6553
E 25073
N -6553 E 24329
N -6040 E 28625
N -6865 E 28655
N -7063 E 28463
N -8562 E 28161
N -6854 E 34297
N -6392 E 35318
N -4877 E 35318
N -5471 E 36472
N -5046 E 36665
N -165 E 40731
N -6040 E 46175
N -6855 E 46150
N -7053 E 46338
N -8605 E 46642
N -9623 E 47212
N -6514 E 49733
N -6514 E 50478
N -6042 E 54025N -6415
E 54025 N -6856 E 54050N -7053
E 53863
N -8605 E 53561
N -9600 E 55158
N -8731 E 60715
N -7216 E 60717
N -7812 E 61855
N -7383 E 62106
N -11469 E 65675
N -8823 E 5879
N -7231 E 5879
N -7810 E 4746
N -12762 E 5879
N -14167 E 5879
N -13522 E 4755
N -14043 E 4460
N -11785 E 10839
N -14471 E 15112N -15117
E 14091
N -16494 E 14091
N -16364 E 12928
N -15943 E 12937
N -14425 E 19165
N -12795 E 21239
N -14346 E 20938
N -14544 E 20750
N -15360 E 20788
N -14889 E 24328
N -14869 E 25050
N -15122 E 26976
N -14773 E 27407 N -14911 E 26674
N -13211 E 28332
N -16495 E 35308
N -14541 E 34289
N -15943 E 36463
N -16357 E 36738
N -12799 E 38031
N -14347 E 37738
N -14543 E 37540
N -15357 E 37575
N -11790 E 53509
N -11794 E 55775
N -14184 E 60716
N -13588 E 61855
N -14002 E 62107
N -12668 E 60716
N -9607 E 10818
N -11469 E 924
N -640 E 41341
N -158 E 39978
N -1828 E 38982
N -1982 E 6293
N -1982 E 5440
N -1982 E 10318N -1982
E 9465
N -9649 E 6941
0N -12970
E 1229
N -13150 E 1390
N -13340 E 1430
N -16109 E 2205
N -16975 E 2205
N -19395 E 5872
N -19395 E 6739
N -11785 E 6940
300 300
345 1015
N -16163 E 29346
N -14889 E 41066
5 4
765 300
N -19404 E 56299
N -19404 E 57164
N -19404 E 60250
N -19404 E 61116
N -1985 E 56275
N -1985 E 57128
N -1985 E 60300
N -1985 E 61153
500 2890
N -9600 E 596791
N -7774 E 29451
N -6850 E 30166
N -23106 E 42398
N -23103 E 43262
740 265
N -15864 E 30534
N -15864 E 30694
N -14563 E 29346
1. ALL OPENING COORDINATES (NORTHING & EASTING) ARE LOCATED
FROM ORIGIN ON GRID A AND 800mm WEST OF GRID 1.
2. ALL COORDINATES ARE TO CENTER OF OPENING.
3. COORDINATE OPENING DIAMETER WITH PLUMBING DRAWINGS.
4. CHANNELS AROUND ALL RECTANGULAR OPENINGS PER DETAIL
6/S-811.
FLOOR OPENING PLAN NOTES:
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-000
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 -S
-3 D v R
.r v t
/1
/2
:2
:1
A
M
S-112
S E
C O
N D
F L O
O R
S L E
E V
E L
O C
A T
IO
N
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
T D
O N
K L E
D W
IC
K
U S
J H
A L L
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
1 : 1001
SECOND FLOOR SLEEVE LOCATION PLAN
0 800040002000
SCALE 1 :100
PLAN NORTH
KEY PLAN
PLAN NORTH
NOT TO SCALE
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
B
D
E
F
G
H
C
3200 4100 4100 4100 4100 4300 4300 4100 4100 4300 4300 4300 4300 4100 4100 3200
N 0 E 0
N -4870 E 14091
ORIGIN
N -5042 E 12984
N -5462 E 12936
N -5042 E 12620
N -6551 E 14091
N -6852 E 15111
N -6835 E 19171
N -7290 E 19980
N -8605 E 21240
N -7057 E 20934
N -6867 E 20745
N -6414 E 20775
N -6035 E 20775 N -6553
E 25073
N -6553 E 24329
N -6040 E 28625
N -6414 E 28625
N -6865 E 28655
N -7063 E 28463
N -8562 E 28161
N -6850 E 30236
N -6854 E 34297
N -6392 E 35318
N -4877 E 35318
N -5471 E 36472
N -5046 E 36665
N -619 E 39049
N -165 E 40731
N -6040 E 46175
N -6416 E 46175
N -6855 E 46150
N -7053 E 46338
N -8605 E 46642
N -9623 E 47212
N -6514 E 49733
N -6514 E 50478
N -6042 E 54025N -6415
E 54025 N -6856 E 54050N -7053
E 53863
N -8605 E 53561
N -9600 E 55158
N -8731 E 60715
N -7216 E 60717
N -7812 E 61855
N -7383 E 62106
N -11469 E 65675
N -8823 E 5879
N -7231 E 5879
N -7810 E 4746
N -7396 E 4460
765 300
1900 1055
0 2
300 800
300 300
300 100
300 300
100 300
0 4
100 100
940 130
N -12762 E 5879
N -14167 E 5879
N -13522 E 4755
N -14043 E 4460
N -11785 E 10839
N -14471 E 15112N -15117
E 14091
N -16494 E 14091
N -16364 E 12928
N -16363 E 12613
N -15943 E 12937
N -14425 E 19165
300 300
N -12795 E 21239
N -14346 E 20938
N -14544 E 20750
N -14985 E 20788
N -15360 E 20788
N -14889 E 24328
N -14869 E 25050
N -15122 E 26976
N -14773 E 27407
N -14911 E 26674
N -13211 E 28332
345 1015
820 600
430 350
865 270
N -16495 E 35308
N -14541 E 34289 N -14848
E 35308
N -15943 E 36463N -16357
E 36738
N -12799 E 38031
N -14347 E 37738
N -14543 E 37540
N -14995 E 37575
N -15357 E 37575
N -14846 E 41875
N -14846 E 41130
300 300
N -14347 E 45263
N -14544 E 45460
N -15360 E 45430
N -14543 E 46147
N -14347 E 46344
N -15360 E 46170
N -14891 E 49733
N -14891 E 50478
N -15360 E 54025
N -14534 E 54060
N -14345 E 53870
N -12796 E 53572
N -11790 E 53509
N -11790 E 53849
N -11794 E 55775
1025 1150
0 4
250 780
N -14184 E 60716
N -13588 E 61855
N -14002 E 62107
N -12668 E 60716
N -9607 E 10818
N -11469 E 924
NOTE 4 TYPICAL
N -21850 E 44256
N -21850 E 43390
740 265
N -14268 E 34630
N -14268 E 34790
N -14268 E 35010
N -14268 E 35170
1. ALL OPENING COORDINATES (NORTHING & EASTING) ARE LOCATED
FROM ORIGIN ON GRID A AND 800mm WEST OF GRID 1.
2. ALL COORDINATES ARE TO CENTER OF OPENING.
3. COORDINATE OPENING DIAMETER WITH PLUMBING DRAWINGS.
4. CHANNELS AROUND ALL RECTANGULAR OPENINGS PER DETAIL
6/S-811.
FLOOR OPENING PLAN NOTES:
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-000
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 -S
-3 D v R
.r v t
/1
/2
:2
:1
A
M
S-113
T H
IR
D
F L O
O R
S L E
E V
E L
O C
A T
IO
N
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
T D
O N
K L E
D W
IC
K
U S
J H
A L L
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
1 : 1001
THIRD FLOOR SLEEVE LOCATION PLAN
0 800040002000
SCALE 1 :100
PLAN NORTH
KEY PLAN
PLAN NORTH
NOT TO SCALE
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
B
D
E
F
G
C
3200 4100 4100 4100 4100 4300 4300 4100 4100 4300 4300 4300 4300 4100 4100 3200
N 0 E 0
ORIGIN
N -4870 E 14091
N -5042 E 12984
N -5462 E 12936
N -5042 E 12620
N -6551 E 14091
N -6852 E 15111
N -6835 E 19171
N -7290 E 19980
N -8605 E 21240
N -7057 E 20934
N -6867 E 20745
N -6414 E 20775
N -6035 E 20775 N -6553
E 25073
N -6553 E 24329
N -6040 E 28625
N -6414 E 28625
N -6865 E 28655
N -7063 E 28463
N -8562 E 28161
N -6850 E 30236
N -6854 E 34297
N -6392 E 35318
N -4877 E 35318
N -5471 E 36472
N -5046 E 36665
N -165 E 40731
N -6040 E 46175
N -6416 E 46175
N -6855 E 46150
N -7053 E 46338
N -8605 E 46642
N -9623 E 47212
N -6514 E 49733
N -6514 E 50478
N -6042 E 54025N -6415
E 54025 N -6856 E 54050N -7053
E 53863
N -8605 E 53561
N -9600 E 55158
N -8731 E 60715
N -7216 E 60717
N -7812 E 61855
N -7383 E 62106
N -11469 E 65675
N -8823 E 5879
N -7231 E 5879
N -7810 E 4746
N -7396 E 4460
300 300
115 100
300 100
300 300
100 300
0 4
300 300
100 100
300 300
N -12762 E 5879
N -14167 E 5879
N -13522 E 4755
N -14043 E 4460
N -11785 E 10839
N -14471 E 15112N -15117
E 14091
N -16494 E 14091
N -16364 E 12928
N -16363 E 12613
N -15943 E 12937
N -14425 E 19165
300 300
N -12795 E 21239
N -14346 E 20938
N -14544 E 20750
N -14985 E 20788
N -15360 E 20788
N -14889 E 24328
N -14869 E 25050
N -15122 E 26976
N -14773 E 27407
N -14911 E 26674
N -13211 E 28332
N -16495 E 35308
N -14541 E 34289
N -15943 E 36463
N -16357 E 36738
N -12799 E 38031
N -14347 E 37738
N -14543 E 37540
N -14995 E 37575
N -15357 E 37575
300 300
N -14846 E 41875
N -14846 E 41130
300 300
N -14347 E 45263
N -14544 E 45460
N -15360 E 45430
N -14543 E 46147
N -14347 E 46344
N -15360 E 46170
N -14891 E 49733
N -14891 E 50478
N -15360 E 54025
N -14534 E 54060
N -14345 E 53870
N -12796 E 53572
N -11790 E 53509
N -11790 E 53849
N -11794 E 55775
N -14184 E 60716
N -13588 E 61855
N -14002 E 62107
N -12668 E 60716
N -9607 E 10818
N -6084 E 13635
N -6615 E 13635
765 300
5 1
0 2
1900 1055
300 800
940 130
200 824
N -158 E 39978
N -1828 E 38982
N -498 E 41443
300 1025 1150
300 300
N -14985 E 46170
N -14985 E 454302
N -14563 E 30237
345 1015
0 1
740 300
N -11469 E 924
N -14850 E 35309
N -152 E 42084
N -152 E 42988
NOTE 4 TYPICAL
740 265
N -14268 E 34630
N -14268 E 34790
1. ALL OPENING COORDINATES (NORTHING & EASTING) ARE LOCATED
FROM ORIGIN ON GRID A AND 800mm WEST OF GRID 1.
2. ALL COORDINATES ARE TO CENTER OF OPENING.
3. COORDINATE OPENING DIAMETER WITH PLUMBING DRAWINGS.
4. CHANNELS AROUND ALL RECTANGULAR OPENINGS PER DETAIL
6/S-811.
FLOOR OPENING PLAN NOTES:
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-000
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 -S
-3 D v R
.r v t
/1
/2
:2
:2
A
M
S-114
F O
U R
T H
F L O
O R
S L E
E V
E L
O C
A T
IO
N
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
T D
O N
K L E
D W
IC
K
U S
J H
A L L
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
1 : 1001
FOURTH FLOOR SLEEVE LOCATION PLAN
0 800040002000
SCALE 1 :100
PLAN NORTH
KEY PLAN
PLAN NORTH
NOT TO SCALE
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
B
D
E
F
G
C
3200 4100 4100 4100 4100 4300 4300 4100 4100 4300 4300 4300 4300 4100 4100 3200
N 0 E 0
ORIGIN
N -4870 E 14091
N -5042 E 12984
N -5462 E 12936
N -5042 E 12620
N -6551 E 14091
N -6852 E 15111
N -6835 E 19171
N -7290 E 19980
N -8605 E 21240
N -7057 E 20934
N -6867 E 20745
N -6414 E 20775
N -6035 E 20775 N -6553
E 25073
N -6553 E 24329
N -6040 E 28625
N -6414 E 28625
N -6865 E 28655
N -7063 E 28463
N -8562 E 28161
N -6850 E 30236
N -6854 E 34297
N -6392 E 35318
N -4877 E 35318
N -5471 E 36472
N -5046 E 36665
N -165 E 40731
N -6040 E 46175
N -6416 E 46175
N -6855 E 46150
N -7053 E 46338
N -8605 E 46642
N -6514 E 49733
N -6514 E 50478
N -6042 E 54025N -6415
E 54025 N -6856 E 54050N -7053
E 53863
N -8605 E 53561
N -9600 E 55158
N -8731 E 60715
N -7216 E 60717
N -7812 E 61855
N -7383 E 62106
N -11469 E 65675
N -8823 E 5879
N -7231 E 5879
N -7810 E 4746
N -7396 E 4460
300 300
300 100
300 300
100 300
0 4
300 300
100 100
300 300
300 635 160
N -12762 E 5879
N -14167 E 5879
N -13522 E 4755
N -14043 E 4460
N -11785 E 10839
N -14471 E 15112N -15117
E 14091
N -16494 E 14091
N -16364 E 12928
N -16363 E 12613
N -15943 E 12937
N -14425 E 19165
300 300
N -12795 E 21239
N -14346 E 20938
N -14544 E 20750
N -14985 E 20788
N -15360 E 20788
N -14889 E 24328
N -14869 E 25050
N -15122 E 26976
N -14773 E 27407
N -14911 E 26674
N -13211 E 28332
N -16495 E 35308
N -14541 E 34289
N -15943 E 36463N -16357
E 36738
N -12799 E 38031
N -14347 E 37738
N -14543 E 37540
N -14995 E 37575
N -15357 E 37575
300 300
N -14846 E 41875
N -14846 E 41130
300 300
N -14347 E 45263
N -14544 E 45460
N -15360 E 45430
N -14543 E 46147
N -14347 E 46344
N -15360 E 46170
N -14891 E 49733
N -14891 E 50478
N -15360 E 54025
N -14534 E 54060
N -14345 E 53870
N -12796 E 53572
N -11790 E 53509
N -11790 E 53849
N -11794 E 55775
0 2
N -14184 E 60716
N -13588 E 61855
N -14002 E 62107
N -12668 E 60716
N -9607 E 10818
N -6084 E 13635
N -6615 E 13635
300 800
N -1828 E 38982
300 300
N -14985 E 46170
N -14985 E 45430
N -14563 E 30237
765 300
1900 1055
2 4
200 824
1025 1150
250 780100
820 600
345 1015 700
N -11469 E 924
N -14850 E 35309
NOTE 4 TYPICAL
740 265
N -14268 E 34630
N -14268 E 34790
1. ALL OPENING COORDINATES (NORTHING & EASTING) ARE LOCATED
FROM ORIGIN ON GRID A AND 800mm WEST OF GRID 1.
2. ALL COORDINATES ARE TO CENTER OF OPENING.
3. COORDINATE OPENING DIAMETER WITH PLUMBING DRAWINGS.
4. CHANNELS AROUND ALL RECTANGULAR OPENINGS PER DETAIL
6/S-811.
FLOOR OPENING PLAN NOTES:
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-000
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 -S
-3 D v R
.r v t
/1
/2
:2
:2
A
M
S-115
F
IF
T H
F L O
O R
S L E
E V
E L
O C
A T
IO
N
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
T D
O N
K L E
D W
IC
K
U S
J H
A L L
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
1 : 1001
FIFTH FLOOR SLEEVE LOCATION PLAN
0 800040002000
SCALE 1 :100
PLAN NORTH
KEY PLAN
PLAN NORTH
NOT TO SCALE
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
B
D
E
F
G
C
3200 4100 4100 4100 4100 4300 4300 4100 4100 4300 4300 4300 4300 4100 4100 3200
N 0 E 0
ORIGIN
N -4870 E 14091
N -5042 E 12984
N -5462 E 12936
N -5042 E 12620
N -6551 E 14091
N -6852 E 15111
N -6835 E 19171
N -7290 E 19980
N -8605 E 21240
N -7057 E 20934
N -6867 E 20745
N -6414 E 20775
N -6035 E 20775 N -6553
E 25073
N -6553 E 24329
N -6040 E 28625
N -6414 E 28625
N -6865 E 28655
N -7063 E 28463
N -8562 E 28161
N -6850 E 30236
N -6854 E 34297
N -6392 E 35318
N -4877 E 35318
N -5471 E 36472
N -5046 E 36665
N -165 E 40731
N -6040 E 46175
N -6416 E 46175
N -6855 E 46150
N -7053 E 46338
N -8605 E 46642
N -6514 E 49733
N -6514 E 50478
N -6042 E 54025N -6415
E 54025 N -6856 E 54050N -7053
E 53863
N -8605 E 53561
N -9600 E 55158
N -8731 E 60715
N -7216 E 60717
N -7812 E 61855
N -7383 E 62106
N -11469 E 65675
N -8823 E 5879
N -7231 E 5879
N -7810 E 4746
N -7396 E 4460
300 300
300 115
300 300
0 4
300 300
100 100
300 300
N -12762 E 5879
N -14167 E 5879
N -13522 E 4755
N -14043 E 4460
N -11785 E 10839
N -14471 E 15112N -15117
E 14091
N -16494 E 14091
N -16364 E 12928
N -16363 E 12613
N -15943 E 12937
N -14425 E 19165
300 300
N -12795 E 21239
N -14346 E 20938
N -14544 E 20750
N -14985 E 20788
N -15360 E 20788
N -14889 E 24328
N -14869 E 25050
N -15122 E 26976
N -14773 E 27407
N -14911 E 26674
N -13211 E 28332
N -16495 E 35308
N -14541 E 34289
N -15943 E 36463N…
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