10-W912DS-09-R-00111- FUZE_100 Submittal_ARCH_FULLSIZE.pdf
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- W912DS-09-R-0011
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*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
A4
B U
IL
D
IN
G
P A
R T
IA
L
D E
M O
L
IT
IO
N
A T
E M
E
T
8’0 4’ 16’
SCALE:1/8"=1’
N
SHEET NOTES
KEY NOTES
TYP
TYP
TYP
REMOVE FLOOR FINISHES
TYP
ABATE 9"X9" GRAYISH WHITE FLOOR
TILE AND ASSOCIATED BLACK MASTIC
TYP
�" = 1’-0"
5 CANOPY TO REMAIN
6 EXISTING ENTRY DOORS TO REMAIN
TYP
A.
REMOVE PARTITION IN ENTIRETY INCLUDING
ALL UTILITIES, CONDUIT, PIPING & WIRING
REMOVE SUSPENDED ACOUSTICAL
CEILING SYSTEM IN ENTIRETY
REMOVE DOORS, FRAMES, & HARDWARE
REMOVE SILENT KNIGHT FIRE ALARM
CONTROL PANEL
TYP
REMOVE ALL FIRE ALARM SYSTEM
COMPONENTS INCLUDING INITIATING
DEVICES, NOTIFICATION APPLIANCES,
CONTROL PANELS, AND ASSOCIATED
WIRING AND CONDUIT
M A
T C
H L
IN
E
S E
E S
E E
A A
D
ABATEMENT NOTES
DEMO & ABATEMENT PLAN
B. EXISTING CORRUGATED CEMENT BOARD
ROOF SHEATHING CONTAINS ASBESTOS,
DO NOT DISTURB.
14 REMOVE WINDOW, PATCH AND REPAIR
TO MATCH EXISTING WALL.
1AD-101
WALLS TO REMAIN
WALLS TO BE
DEMOLISHED
ALL HAZMAT REMOVAL SHALL BE
COMPLETED BEFORE DEMOLITION
WORK IS BEGUN.
EXISTING DOOR TO REMAIN
CUT SLAB AS REQUIRED FOR ELECTRICAL
ROUGH-IN UNDER SLAB. REFER TO
ELECTRICAL FOR LOCATION. REFER TO
STRUCT FOR SLAB CUT.
TYP
UNLESS OTHERWISE NOTED, REMOVE ALL
ELECTRICAL AND TELECOMMUNICATION
SYSTEM COMPONENTS WITHIN THE
BUILDING INCLUDING EQUIPMENT, CONDUIT,
WIRING, CONTROLS, AND APPURTENANCES.
DEMO EXTERIOR WALL & SLAB AS
REQUIRED FOR NEW CORRIDOR
CONNECTION
15 FOR CONDUIT
SERVICE ENTRY
AT COMMUNICATION
RACKS
TYP FOR
RECESSED FLOOR
MOUNTED DEVICES
UNLESS OTHERWISE NOTED, EXISTING
EXTERIOR ELECTRICAL AND
TELECOMMUNICATION FIXTURES AND
DEVICES SHALL BE REFURBISHED, REFER
TO ELECTRICAL FOR NEW WORK DETAILS.
REMOVE SUBSTRATE AND INSULATION.
STUDS TO REMAIN. REPAIR AND REPLACE
DAMAGED STUDS.
Sheet 49
C F
J W
K
1 2 3 4 5 6
C
B
A
7 8
AF
20’-0" 20’-0" 20’-0" 20’-0" 20’-0"20’-0" 20’-0"
300’-0"
A R
L
IN
G T
O N
V
IR
G
T E
L
F A
X
R
O
R
H
E
R
S
IT
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b y u b m it t e d b il e n a m e lo t d a t t s c a le h ie f
A r c h
B r a n c
IC
Z E s ig n f il e n o r a w in g c o d s c r ip t io n M a k
.S
A R
M Y
R
G
IN
E E p p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
IS
T R
IC
T
N
T R
IC
T
R
R K
N Y
F U
Z
G
IN
E E
R
M P
L E
X
BLDG
N
S
W E
Sheet of 300
ISSUED FOR BID
IL
D
R T
M O
L
IT
A T
E M
E
SHEET NOTES
KEY NOTES
TYP
TYP
TYP
N 8’0 4’ 16’
SCALE:1/8"=1’
TYP
TYP
M A
T C
H L
IN
E
S E
E S
E E
A A
D
ABATE 9"X9" GRAYISH WHITE FLOOR
TILE AND ASSOCIATED BLACK MASTIC
ABATEMENT NOTES
DEMO & ABATEMENT PLAN
�" = 1’-0"
1AD-102
TYP
A.
B. EXISTING CORRUGATED CEMENT BOARD
ROOF SHEATHING CONTAINS ASBESTOS,
DO NOT DISTURB.
WALLS TO REMAIN
WALLS TO BE
DEMOLISHED
ALL HAZMAT REMOVAL SHALL BE
COMPLETED BEFORE DEMOLITION
WORK IS BEGUN.
REMOVE WINDOW AND THROUGHWALL
HVAC UNIT. PATCH AND REPAIR TO
MATCH EXISTING, COORDINATE WITH NEW
DOOR OPENING
CANOPY TO REMAIN
REMOVE DOORS, FRAMES, & HARDWARE
REMOVE SUSPENDED ACOUSTICAL
CEILING SYSTEM IN ENTIRETY
REMOVE FLOOR FINISHES
REMOVE PARTITION IN ENTIRETY INCLUDING
ALL UTILITIES, CONDUIT, PIPING & WIRING
EXISTING DOOR TO REMAIN
REMOVE ALL FIRE ALARM SYSTEM
COMPONENTS INCLUDING INITIATING
DEVICES, NOTIFICATION APPLIANCES,
CONTROL PANELS, AND ASSOCIATED
WIRING AND CONDUIT
REMOVE STAIRS AND SLAB IN ENTIRETY
CUT SLAB FOR NEW SANITARY SEWER
LINE, REFER TO PLUMBING FOR LOCATION.
REFER TO STRUCT FOR SLAB CUT.
REMOVE WINDOW PATCH AND REPAIR TO
MATCH EXISTING WALL.
MAINTAIN CONTINUITY OF ELECTRIC
SERVICE FOR EXISTING SYSTEMS THAT
WILL REMAIN IN SHED ROOM. REFER TO
ELECTRICAL DRAWINGS FOR NEW POWER
SOURCE.
109 10
EXISTING LIGHTING AND RECEPTACLES
LOCATED AT SHED ROOM SHALL REMAIN
INTACT UNLESS OTHERWISE NOTED.
REMOVE EXISTING POWER PANELBOARD.
TYP
TYP 17
16 UNLESS OTHERWISE NOTED, REMOVE ALL
ELECTRICAL AND TELECOMMUNICATION
SYSTEM COMPONENTS WITHIN THE
BUILDING INCLUDING EQUIPMENT, CONDUIT,
WIRING, CONTROLS, AND APPURTENANCES.
17 UNLESS OTHERWISE NOTED, EXISTING
EXTERIOR ELECTRICAL AND
TELECOMMUNICATION FIXTURES AND
DEVICES SHALL BE REFURBISHED, REFER
TO ELECTRICAL FOR NEW WORK DETAILS.
TYP
TYP
REMOVE SUBSTRATE AND INSULATION.
EXISTING STUDS TO REMAIN. REPAIR AND
REPLACE DAMAGED STUDS.
Sheet 50
8 9 10 11 12 13 14 15 168
20’-0"
300’-0"
20’-0" 20’-0" 20’-0" 20’-0" 20’-0" 20’-0" 20’-0"
300’-0"
D
C
B
A
AF
A R
L
IN
G T
O N
V
IR
G
T E
L
F A
X
R
R
E
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
Z E s ig n f il e n a w in g c o d s c r ip t io n M a
A R
R
G
IN
E E p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
T R
IC
T
N
T R
IC
T
R
R K
N Y
F U
G
IN
E E
R
M P
L E
X
BLDG
N
S
W E
C4 1/8" = 1’-0"
IL
D
M O
L
IT
A4 1/8" = 1’-0"
KEY NOTES
8’0 4’ 16’
1 DEMO EXISTING BUILDING
REMOVE NOTIFIER RP 1001 FIRE ALARM
CONTROL PANEL AND DACT
REMOVE 4" PREACTION VALVE AND TRIM
REMOVE ALL FIRE ALARM SYSTEM
COMPONETS INCLUDING INITIATING
DEVICES, NOTIFICATION APPLIANCES,
FIRE ALARM PANELS, AND ASSOCIATED
WIRING AND CONDUIT
REMOVE ALL SPRINKLER SYSTEM
COMPONENTS INCLUDING SPRINKLERS,
PIPING, HANGERS, CONTROL VALVES,
FIRE DEPARTMENT CONNECTIONS,
RISER MOUNTED AIR COMPRESSER,
AND ASSOCIATED PRE-ACTION CONTROL
PANELS
6 REMOVE POST INDICATOR VALVE AND
CAP OFF UNDERGROUND WATER SERVICE
AT THAT LOCATION
1 2 3 4 5 6 7 8 9 10 11
A B
A B
1 4 5 6 7 8 9 10 11
14’-3" 15’-0" 15’-0" 15’-0" 15’-0" 15’-0" 15’-0" 15’-0" 15’-0" 14’-3"
2 3
14’-3" 15’-0" 15’-0" 15’-0" 15’-0" 15’-0" 15’-0" 15’-0" 15’-0" 14’-3"
DEMO PLAN: BUILDING 4
DEMO PLAN: BUILDING 5
1AD-103
A. DEMOLITION OF BUILDING TO INCLUDE
ENTIRE STRUCTURE AND PORTION OF
STRUCTURAL FOUNDATION SYSTEM.
FOR EXTENT OF DEMOLITION BELOW
GRADE REFER TO CIVIL DRAWINGS
REMOVE ALL ELECTRICAL,
TELECOMMUNICATION, HEATING,
VENTILATION, AND AIR-CONDITIONING
SYSTEM COMPONENTS INCLUDING
EQUIPMENT, CONDUIT, WIRING, CONTROLS,
DUCTWORK, DIFFUSERS, GRILLES, PIPING,
VALVES, AND APPURTENANCES.
Sheet 51
L
IN
G T
O N
V
IR
G
T E
L
F A
X
R
R
E
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
Z E s ig n f il e n a w in g c o d s c r ip t io n M a
A R
R
G
IN
E E p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
T R
IC
T
N
T R
IC
T
R
R K
N Y
F U
G
IN
E E
R
M P
L E
X
A
A
A
A
A
A
A
A
A
A
A
A
A
A
B
A
A
A
A
C
SHEET NOTES
KEY NOTES
A. REFER TO INTERIOR FURNITURE
DRAWINGS FOR DETAILS OF
FURNITURE
COORDINATE RENOVATION WORK
W/ MEP AND STRUCTURAL
B.
C. PARTITIONS ARE UON
3’-10"
6’-0"
6’-11"
3 BULKHEAD ABOVE
EQ EQ EQ EQ EQ EQ EQ EQ
3’-6"
3’-6"
RECESSED FEC WITH FE
CONRETE RAMP, SEE STRUCT FOR
DETAILS
EXISTING WALLS
EXTEIOR WALL EXPANSION JOINT COVER
C1
1A-582
1’-3 2"5’-6
2"
16’-0"
5’-6" 4’-6"EQ
6’-8"6’-10"
2’-10" 5’-5"
1’-4"
4’-1"
6’-8"
T Y
P
PATCH AND REPAIR OPENING TO MATCH
EXISTING
TYP
D. VERIFY THAT INTERIOR PERIMETER
WALL OF EXISTING BUILDING IS
PLUMB AND TRUE AND PREPARED FOR
NEW WORK.
6 5/8" GYPSUM BOARD ON EXISTING
METAL STUD, FILL W/ CAVITY WITH
BLANKET INSULATION
B U
IL
D
A
R T
O
A N
MATCHLINE
SEESEE
M A
T C
H L
IN
E
S E
E S
E E
1/8" = 1’-0"
8’0 4’ 16’
SCALE:1/8"=1’
N
A4
A4/1A103
FLOOR PLAN
A A
OA
OF
OE OE
OL
OL
A4
1A-582
DN
DN DN
B3
1A-552
1A-101
A4
1A301
A4
1A302
OC
1E
1E SM
Sheet 52
MECH RM
COPY/MAIL RM
VESTIBULE
101A
RECEPTION
DESK
CONFERENCE RM
CIRCULATION
DIRECTOR’S CONF RM
DIRECTOR
ELECT
TR
OPEN OFFICE AREA
TEAM LDR
DEPUTY
DIRECTOR
BRANCH
CHIEF
BRANCH
CHIEF
BRANCH
CHIEF
BRANCH
CHIEF
ADMIN
OFFICER
ADMIN
OFFICER
OFFICE
CHIEF
OFFICE
CHIEF
OFFICE
CHIEF
CONF RM
153A
MECH
1 2 3 4 5 6
D
C
B
A
7 8
AF
A7.47 A7.6
20’-0" 20’-0" 20’-0" 20’-0" 20’-0"20’-0" 20’-0" 20’-0"
300’-0"
6’-4 2" 6’-7" 7’-0
2"
300’-0"
20’-0"
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
A R
L
IN
G T
O N
V
IR
G
T E
L
F A
X
R
R
E
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
Z E s ig n f il e n a w in g c o d s c r ip t io n M a
A R
R
G
IN
E E p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
T R
IC
T
N
T R
IC
T
R
R K
N Y
F U
G
IN
E E
R
M P
L E
X
BLDG
N
S
W E
REFER TO INTERIOR FURNITURE
DRAWINGS FOR DETAILS OF
FURNITURE
COORDINATE RENOVATION WORK
W/ MEP AND STRUCTURAL
B.
A.
SHEET NOTES
C. UONPARTITIONS ARE
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
A
A
A
A
A
A
A
A4
KEY NOTES
N
R T
O
T C
H L
IN
E
S E
E S
E E
MATCHLINE
SEESEE
A A
A4/1A104
FLOOR PLAN
�" = 1’-0"
C2
1A-571
C1
1A-581
OA
OF
OC
REFRIGERATOR, NIC
RECESSED FEC WITH FE
SEMI-RECESSED FEC WITH FE
EXISTING DOOR TO REMAIN
3’-6"
DNDN DN
B1
1A-581
1A-102
METAL ACCESS LADDER
GWB BULKHEAD ABOVE
EXISTING WALLS
B U
IL
D
C2
1A-582
T Y
P
3’-1 2" 3’-8
2"
1’-6"3’-10"
2’-0"8’-114’-0"
T Y
P
VENDING MACHINE, NIC
9 9
PATCH AND REPAIR OPENING TO
MATCH EXISTING
D. VERIFY THAT INTERIOR PERIMETER
WALL OF EXISTING BUILDING IS
PLUMB AND TRUE AND PREPARED FOR
NEW WORK.
5/8" GYPSUM BOARD ON EXISTING
METAL STUD, FILL W/ CAVITY WITH
BLANKET INSULATION
TYP
ELECTRIC WATER COOLER
Sheet 53
WOMEN’S
TOILET RM
MEN’S
TOILET RM
BREAK RM
JAN
COPY/MAIL RM
20’-0"
300’-0"
20’-0" 20’-0" 20’-0" 20’-0" 20’-0" 20’-0" 20’-0"
300’-0"
D
C
B
A
AF
A R
L
IN
G T
O N
V
IR
G
T E
L
F A
X
R
R
E
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
Z E s ig n f il e n a w in g c o d s c r ip t io n M a
A R
R
G
IN
E E p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
T R
IC
T
N
T R
IC
T
R
R K
N Y
F U
G
IN
E E
R
M P
L E
X
BLDG
N
S
W E
EXISTING SHED
EXISTING SHED
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
A
A
A
B
A
A 175 A
A
A
B
A
A
B
A
A
A
A
A
A4
SHEET NOTES
KEY NOTES
N
R T
O
FLOOR PLAN
1/8 " = 1’-0"
C4
1A-202
A1
1A-551
B1
1A-551
B3
1A-551
C2
1A-551
B1
1A-552
A1
1A-552
B2
1A-552
C2
1A-581
OC
OB
OK
1B
1B
REFRIGERATOR, NIC
VENDING, NIC
UP
UP
6’-0"
UTILITY SINK
FUME HOOD
A4
1A-551
C1
1A-552
C4
1A-551
B4
1A-201
A1
1A-405
A4
1A-552
OB
OB
OK
A1
1A-201
A1
1A-202
A3
1A-405
0’-0"
A3
1A-552
1A-103
A4
1A202 B4
1A302
B4
1A-301
A1
1A-402
A2
1A-402
A4
1A402
A4
1A301
METAL DOWNSPOUT, TYP
GWB BULKHEAD, ABOVE
RECESSED FEC W/ FE
SEMI-RECESSED FEC W/ FE
METAL ACCESS LADDER
A4
1A302
B U
IL
D
A. REFER TO INTERIOR FURNITURE
DRAWINGS FOR DETAILS OF
FURNITURE
B. PARTITIONS ARE UON
OD
C. REFER TO ELECTRICAL FOR LOCATION
OF RECESSED ELECTRICAL PANEL
STRUCTURAL BRACING
OB
10’-2"
1’-7"
11’-3" 9’-2" 1’-4" 5’-0"
9’-2" 4’-9" 12’-4" 1’-2"
6’-1"
4’-10"
EMERGENCY EYEWASH
T Y
P
T Y
P
B3
1A-552
C2
1A-552
PRECAST CONCRETE SPLASH BLOCK
ELECTRIC WATER COOLER
TYP
TYP
TYP
Sheet 54
L
IN
G T
O N
V
IR
G
T E
L
F A
X
R
R
E
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
Z E s ig n f il e n a w in g c o d s c r ip t io n M a
A R
R
G
IN
E E p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
T R
IC
T
N
T R
IC
T
R
R K
N Y
F U
G
IN
E E
R
M P
L E
X
BLDG
N
S
W E
Sheet of 300
ISSUED FOR BID
A1 A2 A3 A4 A5 A6 A8A7
AE
AD
AC
AA
AF
A8A7 A7.4 A7.6
A8
AB
A1.2
AC.3
A1.9
18’-10" 20’-5" 20’-5" 20’-5" 20’-10"
6’-7"
272’-4"
4’-9"
17’-8" 16’-6"
2’-5"
2’-0"
20’-10"
9’-6"
MEN’S
TOILET RM
WOMEN’S
TOILET RM170
ENVIRON.
TESTING LAB
POTTING LAB
PROX. SENSOR
DEV. LAB 1
SECRET
LAB
PRINT/
COMP. LAB
ELECT
PROX. SENSOR
DEV. LAB 2
CONF / BREAK
BRANCH
CHIEF
OPEN OFFICE
AREA
OPTICS
LAB
RF
TEST
VESTIBULE
W1
W2
W3
W4
W5 W6
W14
MATCHLINE
SEESEE
M A
T C
H L
IN
E
S E
E S
E E
A A
A4/1A101
2’-1"
0’-0"
MATCHLINE
SEESEE
M A
T C
H L
IN
E
S E
E S
E E
A4/1A102
A A
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
A
A
A
A
A
B
A
A
A
B
A
A
A
A
A
A
A
SHEET NOTES
KEY NOTES
A4
N 8’0 4’ 16’
�" = 1’-0"
R T
O
B4
1A-202
A4
1A-201
C4
1A-201
A. REFER TO INTERIOR FURNITURE
DRAWINGS FOR DETAILS OF
FURNITURE
FLOOR PLAN
C1
1A-571
B3
1A-553
A1
1A-553
B. PARTITIONS ARE UON
OD
OB
1B
OB
UP
W7
W8
W9
W10
W11
W12
C1
1A-554
B1
1A-554
B2
1A-554
C2
1A-554
B1
1A-553
A3
1A-404
0’-0"
C. PROTOTYPE ASSEMBLY LAB TO HAVE
SPECIAL HUMIDITY CONTROL.
CONTINUOUS SEALED VAPOR BARRIER
REQUIRED AROUND ROOM. SEE NOTED
DETAILS
OJ
OJ
1B
1A-104
VENDING, NIC
UTILITY SINK
FUME HOOD
C4
1A301
B4
1A302
REFRIGERATOR, NIC
EMERGENCY EYEWASH
GWB BULKHEAD, ABOVE
A3
1A-553
B U
IL
D
D. REFER TO ELECTRICAL FOR LOCATION
OF RECESSED ELECTRICAL PANEL
A4
1A-410
STRUCTURAL BRACING
OB
1’-2" 6’-4" 9’-9" 13’-2"
1’-6" 5’-10" 7’-4" 10’-0" 10’-8"
3’-10"
1’-1"
DOWNSPOUT
PRECAST CONCRETE SPLASH BLOCK
A4
1A-409
RECESSED FEC W/ FE
STEEL SHIP’S LADDER
TYP
TYP
TYP
Sheet 55
MEN’S
TOILET RM
WOMEN’S
TOILET RM
VESTIBULE
OPEN
OFFICE AREA
ESA LAB
ELECTRICAL
SHOP
SETTER
DEVELOPMENT LAB
MORTAR
FUZING LAB
COMPONENT
BENCH STOCK
MEMS
INERT LABORATORY
OPEN
OFFICE AREA
FILE STORAGE
PROTOTYPE
ASSEMBLY LAB
ELEC
CONF / BREAK
BRANCH
CHIEF
MECHANICAL LAB
AE
AD
AC
AA
AF
A9 A10 A11 A12 A13 A15 A17A14A8
AB
A16
AC.3
A16.6
17’-3" 20’-8" 20’-8" 10’-8"
272’-4"
21’-0" 14’-8"
4’-10"20’-8"
2’-0"
2’-5"
A R
L
IN
G T
O N
V
IR
G
T E
L
F A
X
R
R
E
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
Z E s ig n f il e n a w in g c o d s c r ip t io n M a
A R
R
G
IN
E E p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
T R
IC
T
N
T R
IC
T
R
R K
N Y
F U
G
IN
E E
R
M P
L E
X
BLDG
N
S
W E
A.
KEY NOTES
A4 N
IL
D
TYP
CENTER CEILING TILES IN ROOM
OR SPACE, TYPICAL
M A
T C
H L
IN
E
S E
E S
E E
MATCHLINE
SEESEE A4/1A113
A A
REFLECTED CEILING PLAN
B.
C. UON SUSPENDED CEILING HEIGHT IS
10’-0" AFF
D.
E.
FOR LIGHTING FIXTURE SYMBOLS,
REFER TO ELEC
FOR MECHANICAL FIXTURE SYMBOLS,
REFER TO MECH
EXPOSED STRUCTURE ABOVE
SUSPENDED GWB CEILING AT 10’-0" AFF
GWB SOFFIT AT 11’-0" AFF
GWB BULKHEAD AT 6’-11" AFF COORDINATE
W/ SYSTEMS FURNITURE
TYP
1A-111
CENTER CEILING MOUNTED FIXTURES
ON CEILING PANEL UON
P A
R T
P
F. ACOUSTICAL CEILING TILES ARE 2’ X 2’
UON
ACOUSTICAL TILE
OPEN TO STRUCT
GWB
TYP
G.
151 150 149 148 147 146 145 144 143 142 141 140
100 101A
6 MOTORIZED PROJECTION SCREEN
7 SMOKE RATED ACCESS PANEL,
SELF-CLOSING
8 CEILING CONSTRUCTED TO SECURE
ROOM STANDARD AT 10’-0" AFF.
REFER TO PARTITION SCHEDULE FOR
DETAIL
SMOKE RATED CEILING AT 8’-0" AFF.
ALIGN CONTINUOUS ALONG BREEZEWAY
CORRIDOR. REFER TO SECTION A4/1A-301
SUSPENDED CEILING TO BE HUNG FROM
EXISTING PURLINS. MAKE NO CONNECTION
OR PENETRATIONS INTO EXISTING
CORRUGATED ROOF SHEATHING AND SPRAY
FOAM INSULATION
3’-0" TYP
1’-0" TYP
1’-0" TYP
Sheet 56
1 2 3 4 5 6 8
C
B
A
7 8
AF
20’-0" 20’-0" 20’-0" 20’-0" 20’-0"20’-0" 20’-0"
A R
L
IN
G T
O N
V
IR
G
T E
L
F A
X
R
R
E
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
Z E s ig n f il e n a w in g c o d s c r ip t io n M a
A R
R
G
IN
E E
R S p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
NEW YORK DISTRICT
N
T R
IC
T
N
T R
IC
T
R
R K
N Y
F U
G
IN
E E
R
M P
L E
X
BLDG
N
S
W E
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
SHEET NOTES
KEY NOTES
A4 N
IL
D
T C
H L
IN
E
S E
E S
E E
MATCHLINE
SEESEE
A A
A4/1A114
REFLECTED CEILING PLAN
�" = 1’-0"
A. CENTER CEILING TILES IN ROOM
OR SPACE, TYPICAL
B.
C. UON SUSPENDED CEILING HEIGHT IS
10’-0" AFF
D.
E.
FOR LIGHTING FIXTURE SYMBOLS,
REFER TO ELEC
FOR MECHANICAL FIXTURE SYMBOLS,
REFER TO MECH
TYP
1A-112
1 4
CENTER CEILING MOUNTED FIXTURES
ON CEILING PANEL UON
EXPOSED STRUCTURE ABOVE
SUSPENDED GWB CEILING AT 10’-0" AFF
GWB SOFFIT AT 11’-0" AFF
GWB BULKHEAD AT 6’-11" AFF COORDINATE
W/ SYSTEMS FURNITURE
F. ACOUSTICAL CEILING TILES ARE 2’ X 2’
UON
P A
R T
P
ACOUSTICAL TILE
OPEN TO STRUCT
GWB
G.
126 127
130 135
101A
ACCESS PANEL
3’-0" TYP
TYP
T
Y P
T
Y P
METAL ACCESS LADDER
SUSPENDED CEILING TO BE HUNG FROM
EXISTING PURLINS. MAKE NO CONNECTION
OR PENETRATIONS INTO EXISTING
CORRUGATED ROOF SHEATHING AND SPRAY
FOAM INSULATION
Sheet 57
B
A
AF
8 9 10 11 12 13 14 15 168
20’-0" 20’-0"
300’-0"
20’-0" 20’-0" 20’-0" 20’-0" 20’-0" 20’-0" 20’-0"
300’-0"
A R
L
IN
G T
O N
V
IR
G
T E
L
F A
X
R
R
E
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
Z E s ig n f il e n a w in g c o d s c r ip t io n M a
A R
R
G
IN
E E p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
T R
IC
T
N
T R
IC
T
R
R K
N Y
F U
G
IN
E E
R
M P
L E
X
BLDG
N
S
W E
MATCHLINE
SEESEE
M A
T C
H L
IN
E
S E
E S
E E
A A
A4/1A111
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
SHEET NOTES
KEY NOTES
A4 N
REFLECTED CEILING PLAN
IL
D
A. CENTER CEILING TILES IN ROOM
OR SPACE, TYPICAL
B.
C. UON SUSPENDED CEILING HEIGHT IS
10’-0" AFF
D.
E.
FOR LIGHTING FIXTURE SYMBOLS,
REFER TO ELEC
FOR MECHANICAL FIXTURE SYMBOLS,
REFER TO MECH
TYP
A1
1A-408
A4
1A-408
1A-113
2 4
CENTER CEILING MOUNTED FIXTURES
ON CEILING PANEL UON
P A
R T
P
ACOUSTICAL TILE
OPEN TO STRUCT
GWB
EXPOSED STRUCTURE ABOVE
SUSPENDED GWB CEILING AT 10’-0" AFF
GWB BULKHEAD AT 6’-11" AFF COORDINATE
W/ SYSTEMS FURNITURE
SUSPENDED GWB CEILING AT 9’-6" AFF
F. ACOUSTICAL CEILING TILES ARE 2’ X 2’
UON
6 6
182 177 175 173 170
176 174 172 171 162
SUSPENDED GWB CEILING SLOPING
FROM 30’-2" TO 27’-3 1/2" AFF
S L
O P
E
S L
O P
E
S L
O P
E
S L
O P
E
ACOUSTICAL GYP CEILING ABOVE
SUSPENDED CEILING AT 12’-8" AFF. REFER
TO DETAIL 1A-409/A4
ACCESS PANEL
CEILING CONSTRUCTED TO SECURE ROOM
STANDARDS AT 10’-0" AFF. REFER TO
PARTITION SCHEDULE FOR DETAIL
SUSPENDED GWB CEILING AT ELEV
11’-6". ALIGN CONTINUOUS ALONG
RAMPED BREEZEWAY CORRIDOR.
REFER TO SECTION A4/1A-301
TYP
TYP
COMPOSITE METAL PANEL2
2 2
TYP
CONTINUOUS PERFORATED METAL SOFFIT
METAL ACCESS LADDER
Sheet 58
A1 A2 A3 A4 A5 A6 A8A7
AD
AC
AA
AF
A8
AB
A1.2
AC.3
A1.9
18’-10" 20’-5" 20’-5" 20’-5" 20’-10"
272’-4"
17’-8" 16’-6"
2’-5"
2’-0"
A R
L
IN
G T
O N
V
IR
G
T E
L
F A
X
R
R
E
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
Z E s ig n f il e n a w in g c o d s c r ip t io n M a
A R
R
G
IN
E E p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
T R
IC
T
N
T R
IC
T
R
R K
N Y
F U
G
IN
E E
R
M P
L E
X
BLDG
N
S
W E
Sheet of 300
ISSUED FOR BID
T
Y P
T
T C
H L
IN
E
S E
E S
E E
MATCHLINE
SEESEE
A A
A4/1A112
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
SHEET NOTES
KEY NOTES
A4 N
8’0 4’ 16’
REFLECTED CEILING PLAN
IL
D
A. CENTER CEILING TILES IN ROOM
OR SPACE, TYPICAL
B.
C. UON SUSPENDED CEILING HEIGHT IS
10’-0" AFF
D.
E.
FOR LIGHTING FIXTURE SYMBOLS,
REFER TO ELEC
FOR MECHANICAL FIXTURE SYMBOLS,
REFER TO MECH
1A-114
6 4
CENTER CEILING MOUNTED FIXTURES
ON CEILING PANEL UON
F. ACOUSTICAL CEILING TILES ARE 2’ X 2’
UON
P A
R T
P
ACOUSTICAL TILE
OPEN TO STRUCT
GWB
EXPOSED STRUCTURE ABOVE
SUSPENDED GWB CEILING AT 10’-0" AFF
GWB BULKHEAD AT 6’-11" AFF COORDINATE
W/ SYSTEMS FURNITURE
SUSPENDED GWB CEILING AT 9’-6" AFF
6 2 6 6 2
160 161 190 192 194 196 198 185
184197195193191
SUSPENDED GWB CEILING SLOPING
FROM 30’-2" TO 27’-3 1/2" AFF
A4
1A-410
S L
O P
E
S L
O P
E
S L
O P
E
S L
O P
E
ACOUSTICAL GYP CEILING ABOVE
SUSPENDED CEILING AT 12’-8" AFF.
REFER TO DETAIL 1A-409/A4
A4
1A-409
S L
O P
E
COMPOSITE METAL PANEL
ACCESS PANEL
STEEL SHIP’S LADDER
T
Y P
T
Y P
Sheet 59
A8 A9 A10 A11 A12 A13 A15 A17A14A8 A16 A16.6
17’-3" 20’-8" 20’-8" 10’-8"
272’-4"
21’-0" 14’-8" 4’-10"20’-8"
2’-0"
2’-5"
AE
AD
AC
AA
AF
AB
AC.3
A R
L
IN
G T
O N
V
IR
G
T E
L
F A
X
R
R
E
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
Z E s ig n f il e n a w in g c o d s c r ip t io n M a
A R
R
G
IN
E E p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
T R
IC
T
N
T R
IC
T
R
R K
N Y
F U
G
IN
E E
R
M P
L E
X
BLDG
N
S
W E
B
SHEET NOTES
KEY NOTES
A.
B.
3 GUARDRAIL
MECH ACCESS PLATFORM AT 17’-11 "
AFF; SEE STRUCTURAL FOR DETAILS
METAL WALL LOUVER: L1, IN NEW
OPENING
REFER TO STRUCTURAL
DRAWINGS FOR DETAILS OF
MECHANICAL ACCESS PLATFORM
AND GUARDRAILS
COORDINATE RENOVATION WORK
W/ MEP AND STRUCTURAL
ENSURE ALL EXISTING OPENINGS ARE
BLOCKED OFF AND SEALED AIR TIGHT
PRIOR TO INSULATING
C.
BLOCK OFF LOUVERS IN EXISTING
DORMERS AND SEAL AIR TIGHT FROM
INSIDE
5 NOT USED
6 BLOCK OFF EXISTING EXHAUST FANS
AND SEAL AIR TIGHT FROM INSIDE
7 5" EXPOSED SPRAY-APPLIED
INSULATION AT UNDERSIDE OF EXISTING
ROOF ASSEMBLY
8 PATCH AND REPAIR WALL WHERE
EXISTING STEAM LINES REMOVED
METAL WALL LOUVER: L6, IN NEW
OPENING
MATCHLINE
SEESEE
M A
T C
H L
IN
E
S E
E S
E E
1/8" = 1’-0"
8’0 4’ 16’
T W
A
IL
D
A4/1A123
A A
A2
1A-409
MECH ACCESS PLATFORM PLAN
1 3
A4
1A302
A4
1A301
1A-121
Sheet 60
OE
OE
1 2 3 4 5 6
D
C
B
A
7 8
AF
A7.47 A7.6
20’-0" 20’-0" 20’-0" 20’-0" 20’-0"20’-0" 20’-0" 20’-0"
300’-0"
6’-4 2" 6’-7" 7’-0
2"
300’-0"
20’-0"
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
A R
L
IN
G T
O N
V
IR
G
T E
L
F A
X
R
R
E
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
Z E s ig n f il e n a w in g c o d s c r ip t io n M a
A R
R
G
IN
E E p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
T R
IC
T
N
T R
IC
T
R
R K
N Y
F U
G
IN
E E
R
M P
L E
X
BLDG
N
S
W E
B.
A.
SHEET NOTES
C.
REFER TO STRUCTURAL DRAWINGS FOR
DETAILS OF MECHANICAL ACCESS
PLATFORM AND GUARDRAILS
COORDINATE RENOVATION WORK
W/ MEP AND STRUCTURAL
ENSURE ALL EXISTING OPENINS ARE
BLOCKED OFF AND SEALED AIR TIGHT
PRIOR TO INSULATING
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
B
A
KEY NOTES
N
IL
D
T W
A
T C
H L
IN
E
S E
E S
E E
MATCHLINE
SEESEE
A A
A4/1A124
3 GUARDRAIL
1A-122
3 1
2 2
METAL ACCESS LADDER
MECH ACCESS PLATFORM AT 17’-11 "
AFF. SEE STRUCT FOR DETAILS
METAL WALL LOUVER:L1, IN NEW
OPENING
6 BLOCK OFF EXISTING EXHAUST FAN
AND SEAL AIR TIGHT FROM INSIDE
BLOCK OFF LOUVERS IN EXISTING
DORMERS AND SEAL AIR TIGHT FROM
INSIDE
6 66
7 5" EXPOSED SPRAY-APPLIED
INSULATION AT UNDERSIDE OF EXISTING
ROOF ASSEMBLY
PATCH AND REPAIR WALL WHERE
STEAM LINES REMOVED
TYP
Sheet 61
20’-0"
300’-0"
20’-0" 20’-0" 20’-0" 20’-0" 20’-0" 20’-0" 20’-0"
300’-0"
D
C
B
AF
A R
L
IN
G T
O N
V
IR
G
T E
L
F A
X
R
R
E
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
Z E s ig n f il e n a w in g c o d s c r ip t io n M a
A R
R
G
IN
E E p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
T R
IC
T
N
T R
IC
T
R
R K
N Y
F U
G
IN
E E
R
M P
L E
X
BLDG
N
S
W E
Sheet of 300
ISSUED FOR BID
A
A2
1A-409
1/8" = 1’-0"A4
MECH ACCESS PLATFORM PLAN
OE OE
NEW YORK DISTRICT
A
A4
SHEET NOTES
KEY NOTES
N 8’0 4’ 16’
R T
C E
M A
T C
H L
IN
E
S E
E S
E E
A A
MECH ACCESS PLATFORM PLAN
IL
D
3 GUARDRAIL
TYP
1A-123
A. REFER TO STRUCTURAL DRAWINGS
FOR DETAILS OF MECHANICAL ACCESS
PLATFORM AND GUARDRAILS.
METAL ACCESS LADDER
METAL WALL LOUVER: L2
5 OPEN TO BELOW
P L
A T
F O
A N
55 5 5
MECH ACCESS PLATFORM AT 14’-2"
AFF; SEE STRUCT FOR DETAILS
6 ACOUSTICAL GYP CEILING BELOW
MECHANICAL ACCESS PLATFORM AT
12’-8" AFF. REFER TO DETAIL
1A-409/A4
TYP
Sheet 62
L
IN
G T
O N
V
IR
G
T E
L
F A
X
R
R
E
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
Z E s ig n f il e n a w in g c o d s c r ip t io n M a
A R
R
G
IN
E E p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
T R
IC
T
N
T R
IC
T
R
R K
N Y
F U
G
IN
E E
R
M P
L E
X
BLDG
N
S
W E
Sheet of 300
ISSUED FOR BID
A1 A2 A3 A4 A5 A6 A8A7
AE
AD
AC
AA
AF
A8A7 A7.4 A7.6
A8
AB
A1.2
AC.3
A1.9
18’-10" 20’-5" 20’-5" 20’-5" 20’-10"
6’-7"
272’-4"
4’-9"
17’-8" 16’-6"
2’-5"
2’-0"
20’-10"
9’-6"
OB
OB
T C
H L
IN
E
S E
E S
E E
A A
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
A.
SHEET NOTES
KEY NOTES
A4 N
8’0 4’ 16’
R T
C E
MECH ACCESS PLATFORM PLAN
IL
D
5 5 5 5 5
3 GUARDRAIL
AF
AE
AD
AC
AB
AA
AC.3
4 4
1A-124
REFER TO STRUCTURAL DRAWINGS
FOR DETAILS OF MECHANICAL ACCESS
PLATFORM AND GUARDRAILS
STEEL SHIP’S LADDER
METAL WALL LOUVER: L2
P L
A T
F O
A N
5 OPEN TO BELOW
MECH ACCESS PLATFORM AT 14’-2"
AFF; SEE STRUCT FOR DETAILS
A4
1A-410
6 ACOUSTICAL GYP CEILING BELOW
MECHANICAL ACCESS PLATFORM AT
12’-8" AFF. REFER TO DETAIL
1A-409/A4
A4
1A-409
TYP
TYP
Sheet 63
A8 A9 A10 A11 A12 A13 A15 A17A14A8 A16 A16.6
17’-3" 20’-8" 20’-8" 10’-8"20’-10"
272’-4"272’-4"
21’-0" 14’-8" 4’-10"20’-8"
2’-0"
2’-5"
A R
L
IN
G T
O N
V
IR
G
T E
L
F A
X
R
R
E
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
Z E s ig n f il e n a w in g c o d s c r ip t io n M a
A R
R
G
IN
E E p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
T R
IC
T
N
T R
IC
T
R
R K
N Y
F U
G
IN
E E
R
M P
L E
X
BLDG
N
S
W E
Sheet of 300
ISSUED FOR BID
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
SHEET NOTES
KEY NOTES
A4 1/8" = 1’-0" N 8’0 4’ 16’
SCALE:1/8"=1’
S L
O P
E S
L O
P E
S L
O P
E
T C
H L
IN
E
S E
E S
E E
ROOF PLAN
A A
2 3
IL
D
RD
OFD
STANDING SEAM METAL ROOFING SYSTEM
BUILT-IN METAL GUTTER W/
INTEGRAL DOWNSPOUT
METAL SNOW GUARD ASSEMBLY
MECH EQUIPMENT
MECH EXHAUST STACK
6A-620
B1
OVERFLOW SCUPPER
A. FOR KEYNOTE 9 OVERFLOW SCUPPER
REFER TO SMACNA - 5TH EDITION,
SHEET 1.65, FIGURE 1-29A -ALTERNATE
FOR DETAIL
1A-133
RD
RD
PVC ROOFING MEMBRANE W/ TAPERED
INSULATION
METAL DOWNSPOUT
P A
R T
A N
TYP
A3
6A-620
A1
6A-620
COMPOSITE METAL PANEL
ALUMINUM FASCIA AND METAL
WATER DAM
METAL SCUPPER, CONDUCTOR HEAD
AND DOWNSPOUT
Sheet 64
A1 A2 A3 A4 A5 A6 A8A7
AD
AC
AA
AF
A8A7 A7.4 A7.6
A8
AB
A1.2
AC.3
A1.9
18’-10" 20’-5" 20’-5" 20’-5" 20’-10"
6’-7"
272’-4"
4’-9"
17’-8" 16’-6"
2’-5"
2’-0"
20’-10"
9’-6"
A R
L
IN
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D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
Z E s ig n f il e n a w in g c o d s c r ip t io n M a
A R
R
G
IN
E E p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
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BLDG
N
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W E
Sheet of 300
M A
T C
H L
IN
E
S E
E S
E E
A A
RD
OFD
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
SHEET NOTES
KEY NOTES
A4 N
8’0 4’ 16’
SCALE:1/8"=1’
S L
O P
E S
L O
P E
S L
O P
ROOF PLAN
IL
D
STANDING SEAM METAL ROOFING SYSTEM
BUILT-IN METAL GUTTER W/
INTEGRAL DOWNSPOUT
METAL SNOW GUARD ASSEMBLY
MECH EXHAUST STACK
1A-134
B1
6A-620
PVC ROOFING MEMBRANE W/ TAPERED
INSULATION
METAL DOWNSPOUT
P A
R T
A N
NOT USED
NOT USED
TYP
COMPOSITE METAL PANEL
TYP
Sheet 65
AD
AC
AA
AF
AB
AC.3
A R
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IN
G T
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V
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T E
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F A
X
R
R
E
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
Z E s ig n f il e n a w in g c o d s c r ip t io n M a
A R
R
G
IN
E E p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
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BLDG
N
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Sheet of 300
ISSUED FOR BID
A8 A9 A10 A11 A12 A13 A15 A17A14A8 A16 A16.6
17’-3" 20’-8" 20’-8" 10’-8"20’-10"
272’-4"272’-4"
21’-0" 14’-8" 4’-10"20’-8"
2’-0"
2’-5"
A11A12A13A14A15A16A16.6A17 A10 A9
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
A.
SHEET NOTES
KEY NOTES
A4
EAST ELEVATION
B4 1/8" = 1’-0"
C4
NORTH ELEVATION: BUILDING 6A
NORTH ELEVATION: BUILDING 6A
8’0 4’ 16’
E V
A T
IO
R
A
M A
T C
H L
IN
E
S E
E S
E E
T.O. SLAB
0’-0’’
B A
M A
T C
H L
IN
E
S E
E S
E E
�" = 1’-0"
T.O. SLAB
0’-0’’
T.O. SLAB
0’-0’’
T.O. SLAB
3’-6’’
EXISTING CONSTRUCTION
STANDING SEAM METAL ROOFING SYSTEM
IL
D
13 CONTROL JOINT
W11
W12
NOT USED
W10
W3
W8 W9
W1
A1 1/8 " = 1’-0"
EAST ELEVATION - BREAKROOM
16 PLUMBING DRAIN
13 13
3 2 13
13 13
131317
13 1313
NOT USED
REFER TO SHEET 1A-560 FOR WINDOW
DESIGNATION AND DETAILS
20 MECH EQUIPMENT
MECH EXHAUST STACK
1A-201
MASONRY VENEER 1
MASONRY VENEER 2
METAL PANEL 1
METAL PANEL 2
METAL WALL LOUVER: L2
METAL SNOW GUARD ASSEMBLY
METAL WALL LOUVER: L1
METAL DOWNSPOUT, TYP
A1A1.2A1.9A2A3A4A5A6A7A8
AFAEACABAA AC.3 AD A B C D
21 PATCH AND REPAIR WALL WHERE
STEAMLINES REMOVED
SPECIAL BLOCK SIZE: TYPE 1
COMPOSITE METAL PANEL
BUILT IN GUTTER W/ INTEGRAL LINER
TYP
TYP
PRECAST CONCRETE SPLASH BLOCK
TYP
TYP
Sheet 66
L
IN
G T
O N
V
IR
G
T E
L
F A
X
R
R
E
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
Z E s ig n f il e n a w in g c o d s c r ip t io n M a
A R
R
G
IN
E E p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
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X
NEW YORK DISTRICT
A.
SHEET NOTES
KEY NOTES
A4 1/8" = 1’-0"
WEST ELEVATION
B4 1/8" = 1’-0"
C4
SOUTH ELEVATION: BUILDING 6A
SOUTH ELEVATION: BUILDING 6A
8’0 4’ 16’
SCALE:1/8"=1’
T.O. SLAB
0’-0’’
T.O. SLAB
0’-0’’
T.O. SLAB
0’-0’’
T.O. SLAB
3’-6’’
B A
M A
T C
H L
IN
E
S E
E S
E E
C A
M A
T C
H L
IN
E
S E
E S
E V
A T
IO
U
EXISTING CONSTRUCTION
STANDING SEAM METAL ROOFING SYSTEM
�" = 1’-0"
IL
D
CONTROL JOINTS
2 13
W13
W14
W5 W6
W7
W4W2
A1 1/8" = 1’-0"
WEST ELEVATION - BREEZEWAY
13131313
13131313
1313 15
PLUMBING DRAIN
18 EXPANSION JOINT
19 METAL COPING
W15
AF
W13 W13 W13
W13W13W13W13W13
16 16
REFER TO SHEET 1A-560 FOR WINDOW
DESIGNATIONS AND DETAILS
22 MECH EQUIPMENT
1A-202
MASONRY VENEER 1
MASONRY VENEER 2
METAL PANEL 1
METAL PANEL 2
METAL SNOW GUARD ASSEMBLY
METAL WALL LOUVER: L1
METAL THROUGH WALL SCUPPER
METAL WALL LOUVER: L6
A4
1A553
C4
1A553
MECH VENT
A7A6A5A4A3A2A1 A8A1.9A1.2
A17A16A15A14A13A12A11A10 A16.6A9
AAABACADAEAF AC.3ABCD
23 23 PATCH AND REPAIR WALL WHERE
EXISTING STEAMLINES REMOVED
SPECIAL BLOCK SIZE: TYPE 1
COMPOSITE METAL PANEL
BUILT IN GUTTER W/ INTEGRAL LINER
24 PRECAST SPLASH BLOCK
ALUMINUM FASCIA AND METAL WATER
DAM
METAL DOWNSPOUT
MECH EXHAUST STACK
TYP
TYP
TYP
TYP
Sheet 67
L
IN
G T
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IR
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T E
L
F A
X
R
R
E
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
Z E s ig n f il e n a w in g c o d s c r ip t io n M a
A R
R
G
IN
E E p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
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Sheet of 300
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
A.
SHEET NOTES
KEY NOTES
A4
C4
IL
D
C T
IO
PARTIAL BUILDING SECTION
BUILDING SECTION
�" = 1’-0"
PARTIAL BUILDING SECTION
�" = 1’-0"
8’0 4’ 16’
SCALE:1/8"=1’
T.O. SLAB
0’-0’’
T.O. SLAB
0’-0’’
T.O. SLAB
0’-0’’
T.O. SLAB
3’-6’’
B A
M A
T C
H L
IN
E
S E
E S
E E
M A
T C
H L
IN
E
S E
E S
E E
C A
A16 A14 A13 A12 A11 A10 A9 A8
A4A5A6A7A8 A2A3
AD AE DABAA AC CB
MECHANICAL ACCESS PLATFORM
9 2
A16.6
A1.9
AC.3 AF
EXISTING STRUCTURE
IL
D
B.O. DECK
31’-8 1/2’’
GUARDRAIL
B4 C4
A4 KEY PLAN
4 12
B1
1A-403
C2
1A-403
A1
1A-401
B2
1A-407
B3
1A-401
B4
1A-401
1A-301
COORDINATE KEYNOTE 5 EXPOSED SPRAY
APPLIED INSULATION W/ EXISTING AND
NEW CONSTRUCTION
REFER TO STRUCTURAL DRAWINGS FOR
DETAILS OF MECHANICAL ACCESS
PLATFORM AND GUARDRAIL
B.
STANDING SEAM METAL ROOFING SYSTEM
OPEN OFFICE AREA
PRINT/
COMP.LAB
SECRET
LAB
RF
TEST
ENVIRON.
TESTING LAB
MEN’S
TOILET RM
WOMEN’S
TOILET RM
WOMEN’S
TOILET RM
COMPONENT
BENCH STOCK
ELECTRICAL
SHOP
PROTOTYPE
ASSEMBLY LAB
FILE
STORAGEOPEN OFFICE AREA
CONF/
BREAK
CORRIDOR
VESTIBULECORRIDORCORRIDOR
5" EXPOSED SPRAY-APPLIED
INSULATION AT UNDERSIDE OF ROOF
TYPTYP
MECHANICAL LAB
T.O. SLAB
2’-1’’
B.0. DECK
15’-4-1/2’’
B.O. DECK
23’-8-1/2’’
FIXED METAL ACCESS LADDER
SMOKE RATED CEILING
STEEL SHIP’S LADDER
MECH EXHAUST STACK
Sheet 68
L
IN
G T
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L
F A
X
R
R
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D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
Z E s ig n f il e n a w in g c o d s c r ip t io n M a
A R
R
G
IN
E E p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
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T R
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R K
N Y
F U
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IN
E E
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M P
L E
X
BLDG
N
S
W E
Sheet of 300
ISSUED FOR BID
A17 A15
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
A.
SHEET NOTES
KEY NOTES
A4
C4
IL
D
C T
IO
PARTIAL BUILDING SECTION
BUILDING SECTION
�" = 1’-0"
PARTIAL BUILDING SECTION
�" = 1’-0"
8’0 4’ 16’
SCALE:1/8"=1’
T.O. SLAB
0’-0’’
T.O. SLAB
0’-0’’
T.O. SLAB
0’-0’’
T.O. SLAB
3’-6’’
B A
M A
T C
H L
IN
E
S E
E S
E E
M A
T C
H L
IN
E
S E
E S
E E
C A
A16 A14 A13 A12 A11 A10 A9 A8
A4A5A6A7A8 A2A3
ADAEAFD AB AAACC B
CATWALK
MECHANICAL ACCESS PLATFORM
A16.6
A1.9
AC.3
EXISTING STRUCTURE
IL
D
A4 KEY PLAN
C4
A4
1A-302
A1
1A-404
A4
1A-408
COORDINATE KEYNOTE 5 EXPOSED SPRAY
APPLIED INSULATION WITH EXISTING AND
NEW CONSTRUCTION
B. REFER TO STRUCTURAL DRAWINGS FOR
DETAILS OF MECHANICAL ACCESS
PLATFORM AND GUARDRAIL
STANDING SEAM METAL ROOFING SYSTEM
OPEN OFFICE AREACORRIDOR
CORRIDOROPEN OFFICE AREA
OPEN OFFICE AREA
CORRIDOR
PROX. SENSOR
DEV. LAB 2
BRANCH
CHIEF
SECRET
LAB
5" EXPOSED SPRAY-APPLIED
INSULATION AT UNDERSIDE OF ROOF
NOT USED
LIGHTS, REFER TO ELEC
ELECTRIC WATER COOLER, REFER TO
PLUMBING
9 8 9
TYP
TYP
TYP
A1.2 A1
A4
1A-402
B2
1A-407
A1
1A-402
B.O. DECK
31’-8 1/2’’
B.0. DECK
15’-4-1/2’’
B.O. DECK
23’-8-1/2’’
RECESSED FEC W/ FE
Sheet 69
L
IN
G T
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IR
G
T E
L
F A
X
R
R
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D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
Z E s ig n f il e n a w in g c o d s c r ip t io n M a
A R
R
G
IN
E E p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
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F U
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E E
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M P
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BLDG
N
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W E
Sheet of 300
ISSUED FOR BID
A17 A15
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
SHEET NOTES
KEY NOTES
A1
SCALE:3/4"=1’
0 1’ 2’ 3’
W A
C T
IO
N S
B3 B4
AE
A1
1A-511
WALL SECTION AT BREAKROOM
A1
1A-512
C1
1A-511
AA AF
WALL SECTION AT BREEZEWAY
3/4 " = 1’
WALL SECTION AT BREEZEWAY
3/4 " = 1’
3/4 " = 1’
T.O. SLAB
EL=0’-0"
B.O. DECK
EL=14’-6"
1/2" SLOPE
T.O. SILL
EL=0-8"
T.O. SOFFIT
EL=13’-2"
T.O. CURB
EL=16’-2"
1/4" SLOPE
A3
1A-512
B U
IL
D
6 �" TYP
2’-9"
2’-0" TYP
2’-0" TYP
6-�"
1A-401
EXISTING BUILDING
REMOVE EXISTING ROOF, PROVIDE
SOFFIT TO MATCH EXISTING
1 8
MASONRY VENEER
CURTAIN WALL SYSTEM
SHEET-APPLIED AIR AND VAPOR BARRIER
METAL PANEL 2 MOUNTED
ON Z-CLIPS 16" OC
PVC MEMBRANE ROOFING
NOT USED
PERMEABLE AIR BARRIER
STANDING SEAM METAL ROOF SYSTEM
MOUNTED ON VERTICAL Z-CLIPS 18" OC
METAL PANEL 1 MOUNTED
ON VERTICAL Z-CLIPS 16" OC
ROOF EXPANSION JOINT COVER
5’-0"TYP5’-0" TYP
B.O. SOFFIT
EL=18’4-1/2"
T.O. HEAD
EL=9’-11"
CONTINUOUS PERFORATED METAL SOFFIT
NOT USED
6" METAL STUD ASSEMBLY
METAL SNOW GUARD ASSEMBLY
AT 36" OC
BUILT IN GUTTER W/ INTEGRAL LINER
GWB CEILING W/ SUPPORT
LAMINATED INSULATED GLAZING, (LOW-E)
4-1/2"X4-1/2" AIRWAY OPENING IN
STRUCTURAL METAL DECK 12" OC
A. FOR ADDITIONAL INFORMATION ON AIRWAY
OPENINGS IN METAL DECK REFER TO
STRUCTURAL
Sheet 70
L
IN
G T
O N
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IR
G
T E
L
F A
X
R
R
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D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
Z E s ig n f il e n a w in g c o d s c r ip t io n M a
A R
R
G
IN
E E p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
T R
IC
T
N
T R
IC
T
R
R K
N Y
F U
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IN
E E
R
M P
L E
X
FOR ADDITIONAL INFORMATION OF AIRWAY
OPENINGS IN METAL DECK REFER TO
STRUCTURAL
A.
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
A R
L
IN
G T
O N
V
IR
G
T E
L
F A
X
R
R
E
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
Z E s ig n f il e n a w in g c o d s c r ip t io n M a
A R
R
G
IN
E E p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
T R
IC
T
N
T R
IC
T
R
R K
N Y
F U
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IN
E E
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M P
L E
X
AD
SCALE:3/4"=1’
0 1’ 2’ 3’
AE AA
A1 A2 A4
SHEET NOTES
KEY NOTES
W A
C T
IO
N S
D w n b y
D e s ig n e d b y
D a t e
R e v
C k d b s ig n f il e n
3’-0" TYP
T
Y P
TO SLAB
EL=0’-0"
TO SILL
EL=4’-2"
TO SILL
EL=14’-10"
TO HEAD
EL=14’-10"
BO SOFFIT
EL=13’-2"
TO SILL
EL=12’-8"
BO SOFFIT
EL=18’-4-1/2"
B0 SOFFIT
EL=16’-4 1/2"
A2
1A-514
C2
1A-514
WALL SECTION AT HIGH ROOF EAVE
�" = 1’
WALL SECTION AT LOW ROOF EAVE
2" RIGID INSULATION
B U
IL
D
WALL SECTION AT MID ROOF EAVE
3/4 " = 1’ 3/4 " = 1’
6" METAL STUD ASSEMBLY
3" RIGID INSULATION
2’-0" TYP
2’-0" TYP
2’-0"
B3
1A-514
A3
1A-514
1A-402
MASONRY VENEER
CURTAIN WALL SYSTEM
SHEET-APPLIED AIR AND VAPOR BARRIER
METAL PANEL 1 MOUNTED ON
VERTICAL Z-CLIPS 16" OC
MASONRY TIE FOR METAL
STUD BACK UP W/ HORIZONTAL
REINFORCING 16" O.C.
PERMEABLE AIR BARRIER
UNDERSLAB VAPOR BARRIER CONT
�" GWB
1" RIGID INSULATION
1-�" METAL STUD ASSEMBLY
PAINTED METAL
R E
F
R U
C T
U R
A L
5’-0" TYP 5’-0" TYP
5’-0" TYP
PRECAST CONCRETE SPLASH BLOCK
TO HEAD
EL=9’-5"
CONTINUOUS PERFORATED METAL
SOFFIT, TYP
1" AIR CAVITY
METAL DOWNSPOUT
STANDING SEAM METAL ROOFING SYSTEM
BUILT IN GUTTER W/ INTEGRAL LINER
METAL SNOW GUARD ASSEMBLY
ACT CEILING W/ SUPPORT
DOWNSPOUT BOOT, REFER TO CIVIL
LAMINATED INSULATED GLAZING,(LOW-E)
4-1/2"X4-1/2" AIRWAY OPENING IN
STRUCTUAL METAL ROOF DECK 12" O.C.
NOT USED
Sheet 71
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
B1
W A
C T
IO
N S
SHEET NOTES
KEY NOTES
SCALE:3/4"=1’
0 1’ 2’ 3’
A4
WALL SECTION AT GABLE
C2
WALL SECTION AT GABLE
3/4 " = 1’
A1
3/4 " = 1’
TO SILL
EL=14’-10"
1’-6" TYP
1’-0"
VARIES
A1
1A-516
B U
IL
D
1’-0"
8"
A1
1A-516
SIM
C4 1/4 " = 1’
ROOF PROFILE - HIGH
B4 1/4 " = 1’
A4 1/4 " = 1’
ROOF PROFILE - LOW
ROOF PROFILE - MIDDLE
1’-10" 35’-9 1/2" 3’-8"
" 1
3’-8 "29’-1"1’-10"
3’-8" 27’-4" 1’-10"
P R
O F
IL
V
R
IE
S
P R
O F
V
R
IE
S
1A-403
SHEET-APPLIED AIR AND VAPOR BARRIER
6" METAL STUD ASSEMBLY
FLUID-APPLIED VAPOR PERMEABLE AIR
BARRIER
METAL PANEL 1 (MP-1) MOUNTED ON
VERTICAL Z-CLIPS 16" OC
MASONRY TIE FOR METAL
STUD BACKUP W/ HORIZONTAL
REINFORCING 16" OC
PERMEABLE AIR BARRIER
SHEET APPLIED RAIN AND ICE BARRIER
MASONRY VENEER
5" POLYISOCYANURATE INSULATION
9̂
9̂
109̂
31̂
31̂
1̂
1" AIR CAVITY
STANDING SEAM METAL ROOFING SYSTEM
MOUNTED ON Z-CLIPS 18" OC
COMPOSITE METAL PANEL
Sheet 72
L
IN
G T
O N
V
IR
G
T E
L
F A
X
R
R
E
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
Z E s ig n f il e n a w in g c o d s c r ip t io n M a
A R
R
G
IN
E E p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
T R
IC
T
N
T R
IC
T
R
R K
N Y
F U
G
IN
E E
R
M P
L E
X
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
A1 A3
W A
C T
IO
N S
SHEET NOTES
KEY NOTES
SCALE:3/4"=1’
0 1’ 2’ 3’
WALL SECTION - VESTIBULE EAST WALL SECTION - VESTIBULE EAST
AB
3/4 " = 1’
A16
3/4 " = 1’
TO SLAB
EL=0’-0"
1/2" SLOPE
BO DECK
EL=13’-0"
2’-8 2"
3’-0"
V A
R
IE
S
BO TUBE
EL=11’-1"
TO CURB
EL=14’-9"
1/4" SLOPE1/4" SLOPE
AC.3
B1
1A-513
A1
1A-513
1’-9"
STANDING SEAM METAL ROOF MOUNTED
ON Z-CLIPS 18" OC
B U
IL
D
SIM
A1
1A-516
1’-6"
C1
1A-514
A1
1A-514
1A-404
6" METAL STUD ASSEMBLY
SHEET-APPLIED AIR AND VAPOR BARRIER
FLUID-APPLIED VAPOR PERMABLE AIR
BARRIER
SHEET-APPLIED ICE AND RAIN BARRIER
PVC ROOFING MEMBRANE
PERMEABLE AIR BARRIER
ENTRANCE FLOOR GRILL DEPRESSED
INTO STRUCTURAL CONCRETE SLAB
METAL PANEL 2 MOUNTED ON VERTICAL
Z-CLIPS 16" OC
2’-10"
4’-6"
CONTINUOUS PERFORATED METAL SOFFIT
B.O. DECK
EL=23’-4-1/2"
CURTAIN WALL SYSTEM
LAMINATED INSULATED GLAZING, (LOW-E)
5/8" GWB CEILING W/ SUPPORT
COMPOSITE METAL PANEL
BLANKET INSULATION, FILL CAVITY
FOR ADDITIONAL INFORMATION OF AIRWAY
OPENINGS IN METAL DECK REFER TO
STRUCTURAL
A.
4-1/2"X4-1/2" AIRWAY OPENING IN
STRUCTURAL METAL ROOF DECK 12" OC
Sheet 73
L
IN
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O N
V
IR
G
T E
L
F A
X
R
R
E
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
Z E s ig n f il e n a w in g c o d s c r ip t io n M a
A R
R
G
IN
E E p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
T R
IC
T
N
T R
IC
T
R
R K
N Y
F U
G
IN
E E
R
M P
L E
X
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
A1 �" = 1’
W A
C T
IO
N S
SHEET NOTES
KEY NOTES
SCALE:3/4"=1’
0 1’ 2’ 3’WALL SECTION - BREEZEWAY
A3
WALL SECTION - BREEZEWAY CANOPY
SLOPED POLYISOCYANURATE INSULATION,
3" MIN
COMPRESSIBLE FILLER
METAL COPING
A7.6A7.4
TO SILL
EL=16’-2"
A7.4
3" RIGID INSULATION
METAL CONDUCTOR HEAD W/ OVERFLOW
METAL DOWNSPOUT
BO DECK
EL=14’-6"
TO SILL
EL=14’-10"
B2
1A-515
1/4" SLOPE
N T
3/4 " = 1’
B U
IL
D
6A-620
C1
1A-515
A2
1A-515
1A-405
6" METAL STUD ASSEMBLY
MASONRY VENEER
CURTAIN WALL SYSTEM
SHEET APPLIED AIR AND VAPOR BARRIER
MASONRY TIE FOR METAL STUD
BACKUP W/ HORIZONTAL
REINFORCING 16" O.C.
1/4" SLOPE
PVC MEMBRANE ROOFING
SHEET-APPLIED RAIN AND ICE BARRIER
METAL PANEL 1 MOUNTED ON
VERTICAL Z-CLIP 16" OC
UNDERSLAB VAPOR BARRIER CONT15
N T
1" AIR CAVITY
5/8" GYPSUM BOARD
DOWNSPOUT BOOT TO DRAIN PIPE,
REFER TO CIVIL
SELF-ADHERED THROUGH WALL
MEMBRANE FLASHING W/
INTEGRAL METAL DRIP EDGE
2" RIGID INSULATION
1/4" PER FOOT
LAMINATED INSULATED GLAZING,(LOW-E)
BO DECK
EL=11’-6"
T
Y P
ALUMINUM FASCIA AND METAL WATER DAM
CONTINUOUS PERFORATED METAL SOFFIT
MOUNTED ON CONTINUOUS HAT CHANNELS
Sheet 74
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T E
L
F A
X
R
R
E
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
Z E s ig n f il e n a w in g c o d s c r ip t io n M a
A R
R
G
IN
E E p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
T R
IC
T
N
T R
IC
T
R
R K
N Y
F U
G
IN
E E
R
M P
L E
X
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
SHEET NOTES
KEY NOTES
SCALE:3/4"=1’
0 1’ 2’ 3’
W A
C T
IO
N S
B2
AC
C3
1A-511
A3
1A-511
AC
WALL SECTION AT CLEARSTORY
3/4 " = 1’
3" RIGID INSULATION
STRUCTURAL TUBE
B1 B4
AC
TO SILL
EL=25’-6"
TO HEAD
EL=29’-8�"
STRUCTURAL JOIST
STANDING SEAM METAL ROOF MOUNTED
ON Z-CLIPS 18" OC
CONTINUOUS PERFORATED METAL
SOFFIT
METAL FLASHING
10-�" TYP
B U
IL
D
WALL SECTION LOW ROOF HIGH ROOF
�" = 1’
WALL SECTION LOW ROOF MID ROOF
�" = 1’
6" METAL STUD ASSEMBLY
5/8" GYPSUM BOARD
1’-11"
1’-11"
1’-11"
1A-407
1’-4"
1’-4"
1’-4"
CURTAIN WALL SYSTEM
SHEET-APPLIED AIR AND VAPOR BARRIER
METAL PANEL 1 MOUNTED ON
VERTICAL Z-CLIPS 16" OC
PERMEABLE AIR BARRIER
SHEET-APPLIED RAIN AND ICE BARRIER
FLUID-APPLIED VAPOR PERMEABLE
AIR BARRIER
NOT USED
NOT USED
NOT USED
19 19
LAMINATED INSULATED GLAZING,(LOW-E)
5" POLYISOCYANURATE ROOFING
INSULATION
FOR ADDITIONAL INFORMATION OF AIRWAY
OPENINGS IN METAL DECK REFER TO
STRUCTURAL
A.
4-1/2"x4-1/2" AIRWAY OPENING IN
STRUCTURAL METAL ROOF DECK 12" OC
Sheet 75
L
IN
G T
O N
V
IR
G
T E
L
F A
X
R
R
E
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
Z E s ig n f il e n a w in g c o d s c r ip t io n M a
A R
R
G
IN
E E p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
T R
IC
T
N
T R
IC
T
R
R K
N Y
F U
G
IN
E E
R
M P
L E
X
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
SHEET NOTES
KEY NOTES
SCALE:3/4"=1’
0 1’ 2’ 3’
W A
C T
IO
N S
A1 3/4 " = 1’
SECTION - CORRIDOR BULK HEAD
A4 3/4 " = 1’
SECTION - CORRIDOR BULK HEAD
B U
IL
D
UNDERSIDE OF STRUCTURE
C
C
CEILING AS SCEDULED
C
PARTITION AS SCEDULED
C
FINISHED FLOOR
C
UNDERSIDE OF STRUCTURE
C
FINISHED FLOOR
1A-408
6" METAL STUD ASSEMBLY W/ SOUND
ATTENUATION BLANKET
�" GYPSUM BOARD
Sheet 76
L
IN
G T
O N
V
IR
G
T E
L
F A
X
R
R
E
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
Z E s ig n f il e n a w in g c o d s c r ip t io n M a
A R
R
G
IN
E E p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
T R
IC
T
N
T R
IC
T
R
R K
N Y
F U
G
IN
E E
R
M P
L E
X
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
SHEET NOTES
KEY NOTES
SCALE:3/4"=1’
0 1’ 2’ 3’
B U
IL
D
A2
STRUCTURAL GRATING
1 1/2" CHANNELS
7/8" FURRING CHANNELS AT 2’-0" OC
5/8" SUSPENDED GYP CEILING SYSTEM
5/8" GWB
B
3 1/2" SOUND ATTENUATION BLANKET
EXISTING STRUCTURE
W A
C T
IO
N
ISOLATION CLIP
1A-409
3 1/2" METAL STUDS AT 2’-0" OC
2 1/2" METAL STUDS AT 2’-0" OC
ATTACHED TO EXISTING STRUCTURE
A4 �" = 1’
SUSPENDED ACT CEILING
A.
TO GRATING
EL=17’-11"
BO SOFFIT
EL=15’-10-1/2"
SECTION AT MECHANICAL PLATFORM-EXISTING BUILDING
�" = 1’
SECTION AT ACOUSTICAL GYP CEILING
TO GRATING
EL=14’-2"
BO GYP CEILING
EL=12’-8"
BO FINISHED CEILING
EL=10’-0"
61 5
COORDINATE ACOUSTICAL GYP CEILING
WITH MECHANICAL AND ELECTRICAL
EQUIPMENT
B.
ACOUSTICAL GYP CEILING TO EXTEND
WALL TO WALL FOR FULL SOUND
ATTENUATION AS INDICATED IN PLANS
5" SPRAY APPLIED INSULATION
FINISHED FLOOR
GUARD RAIL
Sheet 77
L
IN
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O N
V
IR
G
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L
F A
X
R
R
E
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
Z E s ig n f il e n a w in g c o d s c r ip t io n M a
A R
R
G
IN
E E p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
T R
IC
T
N
T R
IC
T
R
R K
N Y
F U
G
IN
E E
R
M P
L E
X
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
SHEET NOTES
KEY NOTES
SCALE:3/4"=1’
0 1’ 2’ 3’
B U
IL
D
1A-410
A4 �" = 1’
SECTION AT SHIP’S LADDER
5’-0" m in
STEEL SHIP’S LADDER
STEEL SERRATED TREAD
SUSPENDED ACT CEILING
A. SHIP’S LADDER, ACCESS PLATFORM, AND
GUARDRAILS TO MEET OSHA STANDARDS
S H
IP
’S
D D
C T
IO
N
TO GRATING
EL=14’-2"
ACOUSTICAL GYP CEILING
GUARDRAIL
STRUCTURAL GRATING
Sheet 78
L
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L
F A
X
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R
E
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
Z E s ig n f il e n a w in g c o d s c r ip t io n M a
A R
R
G
IN
E E p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
T R
IC
T
N
T R
IC
T
R
R K
N Y
F U
G
IN
E E
R
M P
L E
X
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
C T
T A
C1 1-1/2" = 1’-0"
DETAIL AT BREAKROOM SOFFIT
1-1/2" = 1’=0" A3 1-1/2" = 1’=0"
C3 1-1/2" = 1’=0"
DETAIL - CLERESTORY
DETAIL - CLERESTORY
IL
D
GROUT SOLID
ACAA
5/8" GYPSUM BOARD
STRUCTURAL BEAM
3" RIGID INSULATION
PAINTED METAL
METAL FLASHING
WOOD BLOCKING
STRUCTURAL TUBE
STRUCTURAL STEEL JOIST
STEEL ROOF DECK
SLOPED STRUCTURAL CONCRETE SLAB
STRUCTURAL CONCRETE SLAB
DETAIL - CURB AT BREAKROOM
COMPRESSIBLE FILLER
1’ 2’0 6"
SCALE:1-1/2"=1’
2�" METAL STUD FRAMING 16" O.C.
STRUCTURAL CONCRETE CURB
5" TH POLYISOCYANURATE INSULATION
CONTINUOUS PERFORATED METAL SOFFIT
2" RIGID INSULATION
T
Y P
3’-0" TYP
1’-0 8"
2"
1’-5 8"
1’-8"
1’-11"
1’
T
Y P
4"
1’4-�"
1A-511
MASONRY VENEER
CURTAIN WALL SYSTEM
SHEET-APPLIED AIR AND VAPOR BARRIER
METAL PANEL 1 MOUNTED ON
VERTICAL Z-CLIP 16" OC
METAL PANEL 2 MOUNTED ON
VERICAL Z-CLIP 16" O.C.
SHEET-APPLIED RAIN AND ICE BARRIER
UNDERSLAB VAPOR BARRIER
NOT USED
PERMEABLE AIR BARRIER
4"X5" AIRWAY OPENING IN METAL
ROOF DECK 12" OC
FLUID-APPLIED VAPOR PERMEABLE AIR
BARRIER
NOT USED
NOT USED
NOT USED
6" METAL STUD ASSEMBLY
LAMINATED INSULATED GLAZING, (LOW-E)
STANDING SEAM METAL ROOFING SYSTEM
ON Z CLIPS 18" OC
SELF-ADHERED THROUGH WALL
MEMBRANE FLASHING W/ INTEGRAL
METAL DRIP EDGE
1/4" GLASS MAT UNDERLAYMENT
1/2" GLASS MAT SHEATHING
Sheet 79
L
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L
F A
X
R
R
E
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
Z E s ig n f il e n a w in g c o d s c r ip t io n M a
A R
R
G
IN
E E p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
T R
IC
T
N
T R
IC
T
R
R K
N Y
F U
G
IN
E E
R
M P
L E
X
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
C T
T A
DETAIL AT BREEZEWAY
1-1/2" = 1’=0"
IL
D
5/8" GYPSUM BOARD
STRUCTURAL BEAM
3" RIGID INSULATION
METAL FLASHING
STRUCTURAL STEEL JOIST
STRUCTURAL STEEL ROOF DECK
EXISTING BUILDING
1’ 2’0 6"
SCALE:1-1/2"=1’
AF
A3
DETAIL AT BREEZEWAY
1-1/2" = 1’=0"
BUILT-IN GUTTER W/ LINER
5" POLYISOCYANURATE INSULATION
STRUCTURAL DRIFT CLIP
2"
3"
CONTINUOUS PERFORATED METAL SOFFIT
5’-0" 9"
1’
RIGID INSULATION, FILL CAVITY
1A-512
6" METAL STUD ASSEMBLY
SHEET-APPLIED AIR AND VAPOR BARRIER
FLUID-APPLIED VAPOR PERMEABLE AIR
BARRIER
STANDING SEAM METAL ROOFING SYSTEM
MOUNTED ON Z-CLIP 18" OC
METAL PANEL MOUNTED ON
VERTICAL Z-CLIP 16" OC
SHEET-APPLIED RAIN AND ICE BARRIER
PERMEABLE AIR BARRIER
PVC MEMBRANE ROOFING
TAPERED POLYISOCYANURATE INSULATION,
3" MIN
ROOF EXPANSION JOINT COVER
DRYWALL EXPANSION JOINT COVER
BLANKET INSULATION, FILL CAVITY
TYP
8" TYP
SHIM AS REQUIRED TO SLOPE GUTTER
TO DOWNSPOUT, TYP
EXTEND Z-CLIP, BRACE TO METAL STUD
ASSEMBLY, TYP
BRACE TO METAL STUD ASSEMBLY, TYP
SMOKE RATED PARTITION
1/2" GLASS MAT SHEATHING
SELF-ADHERED THROUGH WALL
MEMBRANE FLASHING W/
INTEGRAL METAL DRIP EDGE
1/4" GLASS MAT UNDERLAYMENT
3-� METAL STUD ASSEMBLY W/ RIGID
INSULATION SUPPORTED BY METAL ROOF
CURB SECURED TO STRUCTURAL STEEL
DECK
METAL SNOW GUARD ASSEMBLY
NOT USED
5/8" GYPSUM BOARD CEILING
B.O. DECK
14’-6’’ AFF
4-1/2"X4-1/2" AIRWAY OPENING IN
STRUCTURAL METAL ROOF DECK 12" OC
Sheet 80
L
IN
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L
F A
X
R
R
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D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b b m it t e d b e n a m t d a t t s c a ie f
A r c h
B r a n
Z E s ig n f il e n a w in g c o d s c r ip t io n M a
A R
R
G
IN
E E p r
M a r k
D a t e
D a t e
A p p r
US Army Corps of Engineers
A
B
D
21 4 5
Sheet reference number:
2 4 51
C
N
T R
IC
T
N
T R
IC
T
R
R K
N Y
F U
G
IN
E E
R
M P
L E
X
*** Safety Pays ***
*** Support Value Engineering - It Pays ***
NEW YORK DISTRICT
C T
T A
IL
D
A1 1-1/2" = 1’=0"
DETAIL AT VESTIBULE
5/8" GYPSUM BOARD
3" RIGID INSULATION
METAL FLASHING
WOOD BLOCKING
STRUCTURAL TUBE
SLOPED STRUCTURAL CONCRETE SLAB
STRUCTURAL BEAM
STRUCTURAL STEEL ROOF DECK
STRUCTURAL CONCRETE SLAB
CURTAIN WALL PROTECTION CLIP
1’ 2’0 6"
SCALE:1-1/2"=1’
B1 1-1/2" = 1’=0"
DETAIL AT VESTIBULE
SLOPED POLYISOCYANURATE INSULATION,
MIN 3"
COMPRESSIBLE
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