USMA_SCICTR_PN59044-09_STRU_Part 3.pdf
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90 Design - Structural Part 3
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UPDN
DN
DN
UP
S-333D
S-334C
S-231D
S-231D
BL
BK
BJ
BH
BG
BF
BE
BD
BC
BB
BA
B13 B12.7 B12 B11.2 B11 B10 B9.8 B9 B8.2 B8
D.4
CD
CC
CB
S-331D 1
S-332D1
NEW 1'-2" REINFORCED CONCRETE
SEISMIC WALL, TYP.
S-555D
S-554D
S-557D
S-556D
S-559D
S-560D
S-561D
S-551D
S-554D
S-557D
S-559D
S-560D
S-561D
S-551D
S-553D
S-552D
S-553D
S-033
TYP
S-033
TYP
S-033
TYP
S-558D
S-558D
37D S-562D
39D S-562D
S-570C
Sim
S-570D
S-570D
S-570D
S-570D
A
B
D
C
E
S-231D
BL
BK
BJ
BH
BG
BF
B11.2B11 B10 B9.8
CD
S-570D
S-570D
S-570D
S-570D
GENERAL NOTES:
1. FOR GENERAL NOTES ABBREVIATIONS
AND TYPICAL DETAILS SEE SHEETS
S-030 THROUGH S-040.
2. COORDINATE OPENING SIZES AND
LOCATIONS WITH ARCHITECTURAL
AND MECHANICAL DRAWINGS, TYP.
SHEET
REFERENCE
NUMBER
SHEET OF
D
ES
IG
N
E D
B Y:
D W
N B
Y:
C
H K
BY
S U
BM
IT
TE
D
B Y:
D
AT
E:
S O
LI
C
IT
A
TI
O
N N
O
C O
N
TR
A C
T N
O
FI
LE
N A
M E:
P
LO
TT
E
D B
Y:
S
IZ
E:
P
LO
T D
A
TE
D
AT
E:
D
ES
C
R
IP
TI
O
N
M
AR
K:
A
PP
R
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
1 2 3 4 5
D
C
B
A
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
N
EW
Y O
R K ht tp w w w
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m il ar ch ite ct s
- e ng in ee rs pl an ne rs
W
ES
T
N
AT
IO
N
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ID
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BL
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BU
S, O H
IO
4.
4.
fa x
4.
4.
ht tp w w w
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SC
IE
N C
E C
EN
TE
R (F
Y1 1-
B
LD
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IT
ED
S
TA
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S
M
IL
IT
AR
Y
AC
AD
EM
Y W
ES
T
PO
IN
T, N
Y
A R
C H
D
PA
R
K
AV
EN
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SO
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TH
N
EW
Y O
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3-
2.
7.
fa x
2.
9.
w w w
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co m
W
2D S
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D -0
A
P R
IL
3/
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3:
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P
M
S-114.1D
SE
C
O N
D F
LO
O
R P
LA
N
A R
EA
D
D es ig ne r
A ut ho r
C he ck er
0 1/2 1 2 SCALE: 1/8" = 1'-0"1 Second Floor Area D
PLAN
NORTH
0 1/2 1 2 SCALE: 1/8" = 1'-0"2 Lower 2nd FL Slab Area D
UP
DN
DN
UP
A
B
D
C
E
S-332B
S-231B
S-336B
SOUTH WALL
ELEV ON LINE
AL AREA B
S-335B
S-335B
WALL ELEV
ON LINE AK
AREA B
S-331B
A4
A7
A2
B8.2 B8 A12.3 A12 A11.5 A11 A10.8 A10.5 A10 A9.5 A9 A6
A5.4 A5
AL
AK
AJ
A3 A2.5
AH
AG
AF
AE
AD
AC
AB
AA.6
AA
BP
AT
AS.5
BQ
BQ.5
AS
BR
A8
A8 S-333B
EA
ST
W
AL
L
EL
EV
A
RE
A
B
SOUTH WALL
ELEV ON LINE
BR AREA B
1 WALL ELEV.
ON LINE AT
AREA B
1 WALL ELEV
ON LINE AF
AREA B
S-552B
S-231B
S-232B
NEW 1'-2" REINFORCED
CONCRETE SEISMIC WALL,
TYP
NEW SEISMIC
CHORD/COLLECTOR,
TYP
NEW 1'-2" REINFORCED
CONCRETE SEISMIC WALL,
TYP
NEW SEISMIC
CHORD/COLLECTOR,
TYP
NEW SEISMIC
CHORD/COLLECTOR,
TYP
NEW COLLAPSE PREVENTION
TIES, TYP
1' - 6"
3'
0"
AK.5
S-551B
S-551B
S-336B
2 NORTH
ELEV.WALL
ON LINE AA
AREA B
S-552B
S-553B
S-553B
S-555B
S-554B
S-554B
S-555B
S-556B
S-556B
S-337B
1 WALL ELEV
ON LINE AS.5
AREA B
1' - 6"
S-558B
S-583B
S-583B
W
AL
L
EL
EV
O
N L
IN
E
A1
AR
EA
B
S-581B
Sim
S-581B
Sim
S-582B
Sim
S-585B
Sim
S-580B
Sim
S-581B
Sim
4'
0"
S-559B
AK.8
S-560B
S-702B
7CP
S-702B
9CP
S-703B
10CP
SIM
S-703B
11CP
S-703B
12CP
S-703B
13CP
S-702B
6CP
S-701B
4CP
S-702B
5CP
S-704B
14CP S-704B
15CP
S-559B
S-560B
S-561B
S-704B
17CP
S-704B
19CP
S-705B
20CP
S-705B
21CP
S-705B
22CP
S-705B
23CP
S-705B
25CP
GENERAL NOTES:
1. FOR GENERAL NOTES, ABBREVIATIONS
AND TYPICAL DETAILS SEE SHEETS S-030
THROUGH S-040.
2. FOR OPENING SIZES AND LOCATIONS
COORDINATE WITH ARCHITECTURAL AND
MECHANICAL DRAWINGS.
SHEET
REFERENCE
NUMBER
SHEET OF
D
ES
IG
N
E D
B Y:
D W
N B
Y:
C
H K
BY
S U
BM
IT
TE
D
B Y:
D
AT
E:
S O
LI
C
IT
A
TI
O
N N
O
C O
N
TR
A C
T N
O
FI
LE
N A
M E:
P
LO
TT
E
D B
Y:
S
IZ
E:
P
LO
T D
A
TE
D
AT
E:
D
ES
C
R
IP
TI
O
N
M
AR
K:
A
PP
R
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
1 2 3 4 5
D
C
B
A
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
N
EW
Y O
R K ht tp w w w
.n an
.u sa ce .a rm y.
m il ar ch ite ct s
- e ng in ee rs pl an ne rs
W
ES
T
N
AT
IO
N
W
ID
E
BL
VD
C O
LU
M
BU
S, O H
IO
4.
4.
fa x
4.
4.
ht tp w w w
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SC
IE
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E C
EN
TE
R (F
Y1 1-
B
LD
G
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IT
ED
S
TA
TE
S
M
IL
IT
AR
Y
AC
AD
EM
Y W
ES
T
PO
IN
T, N
Y
A R
C H
D
PA
R
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AV
EN
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SO
U
TH
N
EW
Y O
R K, N Y
3-
2.
7.
fa x
2.
9.
w w w
.s tv in c.
co m
W
2D S
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D -0
A
P R
IL
3/
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2:
:1
P
M
S-115.1B
TH
IR
D F
LO
O
R P
LA
N
AR
EA
B
D es ig ne r
A ut ho r
C he ck er
PLAN
NORTH
0 4 8 162 SCALE: 1/8" = 1'-0"1 Third Floor Area B
DN UP
S-231C
BU
BT
BS.8
BS
BR.8
BR.7
BR
BQ.5
BQ
BP
BN
BM
B13B12.7 B12 B11.2B11 B10 B9.8 B9 B8.2 B8
S-331C 1
B7
S-334C
NEW 1'-2" REINFORCED
CONCRETE WALL, TYP.
S-553C
S-555C
S-553C
S-555C
S-554C
S-552C
S-556C
S-556C
S-558C
S-557C
S-557C
S-558C
S-332C1
S-570C
S-551D
Sim
S-570C
S-570C
A
B
D
C
E
BR
BQ.5
BQ
BP
BN
BM
B11.2B11 B10 B9.8
S-334C
GENERAL NOTES:
1. FOR GENERAL NOTES ABBREVIATIONS
AND TYPICAL DETAILS SEE SHEETS
S-030 THROUGH S-040.
2. COORDINATE OPENING SIZES AND
LOCATIONS WITH ARCHITECTURAL
AND MECHANICAL DRAWINGS, TYP.
SHEET
REFERENCE
NUMBER
SHEET OF
D
ES
IG
N
E D
B Y:
D W
N B
Y:
C
H K
BY
S U
BM
IT
TE
D
B Y:
D
AT
E:
S O
LI
C
IT
A
TI
O
N N
O
C O
N
TR
A C
T N
O
FI
LE
N A
M E:
P
LO
TT
E
D B
Y:
S
IZ
E:
P
LO
T D
A
TE
D
AT
E:
D
ES
C
R
IP
TI
O
N
M
AR
K:
A
PP
R
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
1 2 3 4 5
D
C
B
A
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
N
EW
Y O
R K ht tp w w w
.n an
.u sa ce .a rm y.
m il ar ch ite ct s
- e ng in ee rs pl an ne rs
W
ES
T
N
AT
IO
N
W
ID
E
BL
VD
C O
LU
M
BU
S, O H
IO
4.
4.
fa x
4.
4.
ht tp w w w
.u rs co rp
.c om
SC
IE
N C
E C
EN
TE
R (F
Y1 1-
B
LD
G
U N
IT
ED
S
TA
TE
S
M
IL
IT
AR
Y
AC
AD
EM
Y W
ES
T
PO
IN
T, N
Y
A R
C H
D
PA
R
K
AV
EN
U
E
SO
U
TH
N
EW
Y O
R K, N Y
3-
2.
7.
fa x
2.
9.
w w w
.s tv in c.
co m
W
2D S
-1 0-
D -0
A
P R
IL
3/
/2
3:
:4
P
M
S-115.1C
TH
IR
D F
LO
O
R P
LA
N
A R
EA
C
D es ig ne r
A ut ho r
C he ck er
0 1/2 1 2 SCALE: 1/8" = 1'-0"1 Third Floor Area C
PLAN
NORTH
SCALE: 1/8" = 1'-0"2 Lower 3rd FL Slab Area C
UP
S-333D
S-334C
S-231D
S-231D
BL
BK
BJ
BH
BG
BF
BE
BD
BC
BB
BA
B13 B12.7 B12 B11.2 B11 B10 B9.8 B9 B8.2 B8
D.4
S-331D 1
UNO
1' - 6" TYP
NEW 1'-2" REINFORCED
CONCRETE SEISMIC WALL,
TYP.
S-555D
S-554D
S-557D
S-556D
S-559D
S-560D
S-561D
S-551D
S-554D
S-557D
S-559D
S-560D
S-561D
S-551D
S-553D
S-552D
S-553D
S-558D
S-558D
37D S-562D
39D S-562D
1'-0" DEEP CHORD/
COLLECTOR AT
COL LINE B12.7
AND B8.2
S-570C
Sim
S-570D
S-570D
S-570D
S-570D
A
B
D
C
E
S-231D
BL
BK
BJ
BH
BG
BF
B11.2B11 B10 B9.8
CD
S-570D
S-570D
S-570D
S-570D
GENERAL NOTES:
1. FOR GENERAL NOTES ABBREVIATIONS
AND TYPICAL DETAILS SEE SHEETS
S-030 THROUGH S-040.
2. COORDINATE OPENING SIZES AND
LOCATIONS WITH ARCHITECTURAL
AND MECHANICAL DRAWINGS, TYP.
SHEET
REFERENCE
NUMBER
SHEET OF
D
ES
IG
N
E D
B Y:
D W
N B
Y:
C
H K
BY
S U
BM
IT
TE
D
B Y:
D
AT
E:
S O
LI
C
IT
A
TI
O
N N
O
C O
N
TR
A C
T N
O
FI
LE
N A
M E:
P
LO
TT
E
D B
Y:
S
IZ
E:
P
LO
T D
A
TE
D
AT
E:
D
ES
C
R
IP
TI
O
N
M
AR
K:
A
PP
R
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
1 2 3 4 5
D
C
B
A
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
N
EW
Y O
R K ht tp w w w
.n an
.u sa ce .a rm y.
m il ar ch ite ct s
- e ng in ee rs pl an ne rs
W
ES
T
N
AT
IO
N
W
ID
E
BL
VD
C O
LU
M
BU
S, O H
IO
4.
4.
fa x
4.
4.
ht tp w w w
.u rs co rp
.c om
SC
IE
N C
E C
EN
TE
R (F
Y1 1-
B
LD
G
U N
IT
ED
S
TA
TE
S
M
IL
IT
AR
Y
AC
AD
EM
Y W
ES
T
PO
IN
T, N
Y
A R
C H
D
PA
R
K
AV
EN
U
E
SO
U
TH
N
EW
Y O
R K, N Y
3-
2.
7.
fa x
2.
9.
w w w
.s tv in c.
co m
W
2D S
-1 0-
D -0
A
P R
IL
3/
/2
3:
:0
P
M
S-115.1D
TH
IR
D F
LO
O
R P
LA
N
A R
EA
D
D es ig ne r
A ut ho r
C he ck er
0 1/2 1 2 SCALE: 1/8" = 1'-0"1 Third Floor Area D
PLAN
NORTH
SCALE: 1/8" = 1'-0"2 Lower 3rd FL Slab Area D
UP
DN
A
B
D
C
E
S-334B
W
ES
T W
AL
L
EL
EV
A
RE
A B
S-332B
S-231B
S-336B
SOUTH WALL
ELEV ON LINE
AL AREA B
S-335B
S-335B
WALL ELEV
ON LINE AK
AREA B
S-331B
A4
A7
A2
B8.2 B8 A12.3 A12 A11.5 A11 A10.8 A10.5 A10 A9.5 A9 A6
A5.4
A5
AL
AK
AJ
A3 A2.5
AH
AG
AF
AE
AD
AC
AB
AA.6
AA
AT
AS.5
BQ
BQ.5
AS
BR
A8
S-333B
EA
ST
W
AL
L
EL
EV
A
RE
A
B
SOUTH WALL
ELEV ON LINE
BR AREA B
1 WALL ELEV.
ON LINE AT
AREA B
1 WALL ELEV
ON LINE AF
AREA B
S-231B
S-232B
NEW 1'-2" REINFORCED
CONCRETE SEISMIC WALL,
TYP
NEW SEISMIC
CHORD/COLLECTOR,
TYP
NEW 1'-2" REINFORCED
CONCRETE SEISMIC WALL,
TYP
NEW SEISMIC
CHORD/COLLECTOR,
TYP
NEW SEISMIC
CHORD/COLLECTOR,
TYP
NEW COLLAPSE PREVENTION
TIES, TYP
3'
0"
2' - 0"
AK.5
S-551B
S-551B
S-552B
S-553B
S-336B
2 NORTH
ELEV.WALL
ON LINE AA
AREA B
S-552B
S-553B
S-554B
S-554B
S-555B
S-555B
S-556B
S-337B
1 WALL ELEV
ON LINE AS.5
AREA B
S-556B
CH
C3
W
AL
L
EL
EV
O
N L
IN
E
A1
AR
EA
B
S-581B
Sim
S-585B
S-583B
Sim
S-583B
Sim
S-558B
AK.8
S-559B
S-702B
9CP
S-703B
10CP
SIM
S-703B
11CP
S-703B
12CP
S-703B
13CP
S-702B
6CP
S-701B
4CP
S-702B
5CP
S-702B
8CP
S-560B
S-704B
14CP S-704B
16CP
S-559B
S-560B
S-561B
S-704B
18CP
S-704B
19CP
S-705B
20CP
S-705B
21CP
S-705B
22CP
S-705B
23CP
S-705B
25CP
GENERAL NOTES:
1. FOR GENERAL NOTES, ABBREVIATIONS
AND TYPICAL DETAILS SEE SHEETS S-030
THROUGH S-040.
2. FOR OPENING SIZES AND LOCATIONS
COORDINATE WITH ARCHITECTURAL AND
MECHANICAL DRAWINGS.
SHEET
REFERENCE
NUMBER
SHEET OF
D
ES
IG
N
E D
B Y:
D W
N B
Y:
C
H K
BY
S U
BM
IT
TE
D
B Y:
D
AT
E:
S O
LI
C
IT
A
TI
O
N N
O
C O
N
TR
A C
T N
O
FI
LE
N A
M E:
P
LO
TT
E
D B
Y:
S
IZ
E:
P
LO
T D
A
TE
D
AT
E:
D
ES
C
R
IP
TI
O
N
M
AR
K:
A
PP
R
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
1 2 3 4 5
D
C
B
A
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
N
EW
Y O
R K ht tp w w w
.n an
.u sa ce .a rm y.
m il ar ch ite ct s
- e ng in ee rs pl an ne rs
W
ES
T
N
AT
IO
N
W
ID
E
BL
VD
C O
LU
M
BU
S, O H
IO
4.
4.
fa x
4.
4.
ht tp w w w
.u rs co rp
.c om
SC
IE
N C
E C
EN
TE
R (F
Y1 1-
B
LD
G
U N
IT
ED
S
TA
TE
S
M
IL
IT
AR
Y
AC
AD
EM
Y W
ES
T
PO
IN
T, N
Y
A R
C H
D
PA
R
K
AV
EN
U
E
SO
U
TH
N
EW
Y O
R K, N Y
3-
2.
7.
fa x
2.
9.
w w w
.s tv in c.
co m
W
2D S
-1 0-
D -0
A
P R
IL
3/
/2
2:
:0
P
M
S-116.1B
FO
U
R
TH
F
LO
O R
P
LA
N
AR
EA
B
D es ig ne r
A ut ho r
C he ck er
PLAN
NORTH
SCALE: 1/8" = 1'-0"1 Fourth Floor Area B
A
B
D
C
E
S-231C
BU
BT
BS.8
BS
BR.8
BR.7
BR
BQ.5
BQ
BP
BN
BM
B13 B12.7 B12 B11.2B11 B10 B9.8 B9 B8.2 B8
S-334C
S-553C
S-555C
S-553C
S-555C
S-554C
S-552C
S-556C
S-556C
S-557C
S-557C
S-558C
S-558C
S-332C1
S-570C
S-570C
S-570C
BR
BQ.5
BQ
BP
BN
BM
B11.2 B11 B10 B9.8
SHEET
REFERENCE
NUMBER
SHEET OF
D
ES
IG
N
E D
B Y:
D W
N B
Y:
C
H K
BY
S U
BM
IT
TE
D
B Y:
D
AT
E:
S O
LI
C
IT
A
TI
O
N N
O
C O
N
TR
A C
T N
O
FI
LE
N A
M E:
P
LO
TT
E
D B
Y:
S
IZ
E:
P
LO
T D
A
TE
D
AT
E:
D
ES
C
R
IP
TI
O
N
M
AR
K:
A
PP
R
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
1 2 3 4 5
D
C
B
A
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
N
EW
Y O
R K ht tp w w w
.n an
.u sa ce .a rm y.
m il ar ch ite ct s
- e ng in ee rs pl an ne rs
W
ES
T
N
AT
IO
N
W
ID
E
BL
VD
C O
LU
M
BU
S, O H
IO
4.
4.
fa x
4.
4.
ht tp w w w
.u rs co rp
.c om
SC
IE
N C
E C
EN
TE
R (F
Y1 1-
B
LD
G
U N
IT
ED
S
TA
TE
S
M
IL
IT
AR
Y
AC
AD
EM
Y W
ES
T
PO
IN
T, N
Y
A R
C H
D
PA
R
K
AV
EN
U
E
SO
U
TH
N
EW
Y O
R K, N Y
3-
2.
7.
fa x
2.
9.
w w w
.s tv in c.
co m
W
2D S
-1 0-
D -0
A
P R
IL
3/
/2
3:
:1
P
M
S-116.1C
FO
U
R
TH
F
LO
O R
P
LA
N A
R
EA
C
D es ig ne r
A ut ho r
C he ck er
PLAN
NORTH
0 1/2 1 2 SCALE: 1/8" = 1'-0"1 Fourth Floor Area C
SCALE: 1/8" = 1'-0"2 Lower 4th FL Slab Area C
S-334C
S-231D
S-231D
BL
BK
BJ
BH
BG
BF
BE
BD
BC
BB
BA
B13 B12.7 B12 B11.2 B11 B10 B9.8 B9 B8.2 B8
D.4
FO
U
R
TH
F
LO
O R
LO
W
S-331D 1
NEW 1'-2" REINFORCED CONCRETE
SEISMIC WALL, TYP
UNO
1' - 6" TYP
1'
8"
S-555D
S-554D
S-557D
S-556D
S-559D
S-560D
S-561D
S-551D
S-554D
S-557D
S-559D
S-560D
S-561D
S-551D
S-553D
S-552D
S-553D
S-558D
38D S-562D
40D S-562D
S-558D
S-570C
Sim
S-570D
A
B
D
C
E
S-231D
BL
BK
BJ
BH
BG
BF
B11.2 B11 B10 B9.8
S-570D
S-570D
S-570D
GENERAL NOTES:
1. FOR GENERAL NOTES ABBREVIATIONS
AND TYPICAL DETAILS SEE SHEETS
S-030 THROUGH S-040.
2. COORDINATE OPENING SIZES AND
LOCATIONS WITH ARCHITECTURAL
AND MECHANICAL DRAWINGS, TYP.
SHEET
REFERENCE
NUMBER
SHEET OF
D
ES
IG
N
E D
B Y:
D W
N B
Y:
C
H K
BY
S U
BM
IT
TE
D
B Y:
D
AT
E:
S O
LI
C
IT
A
TI
O
N N
O
C O
N
TR
A C
T N
O
FI
LE
N A
M E:
P
LO
TT
E
D B
Y:
S
IZ
E:
P
LO
T D
A
TE
D
AT
E:
D
ES
C
R
IP
TI
O
N
M
AR
K:
A
PP
R
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
1 2 3 4 5
D
C
B
A
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
N
EW
Y O
R K ht tp w w w
.n an
.u sa ce .a rm y.
m il ar ch ite ct s
- e ng in ee rs pl an ne rs
W
ES
T
N
AT
IO
N
W
ID
E
BL
VD
C O
LU
M
BU
S, O H
IO
4.
4.
fa x
4.
4.
ht tp w w w
.u rs co rp
.c om
SC
IE
N C
E C
EN
TE
R (F
Y1 1-
B
LD
G
U N
IT
ED
S
TA
TE
S
M
IL
IT
AR
Y
AC
AD
EM
Y W
ES
T
PO
IN
T, N
Y
A R
C H
D
PA
R
K
AV
EN
U
E
SO
U
TH
N
EW
Y O
R K, N Y
3-
2.
7.
fa x
2.
9.
w w w
.s tv in c.
co m
W
2D S
-1 0-
D -0
A
P R
IL
3/
/2
3:
:3
P
M
S-116.1D
FO
U
R
TH
F
LO
O R
P
LA
N A
R
EA
D
D es ig ne r
A ut ho r
C he ck er
0 1/2 1 2 SCALE: 1/8" = 1'-0"1 Fourth Floor Area D
PLAN
NORTH
SCALE: 1/8" = 1'-0"2 Lower 4th FL Slab Area D
UP DN
UP
DN
DN
DN
A
B
D
C
E
S-334B
W
ES
T W
AL
L
EL
EV
A
RE
A B
S-332B
S-231B
S-336B
SOUTH WALL
ELEV ON LINE
AL AREA B
S-335B
S-335B
WALL ELEV
ON LINE AK
AREA B
S-331B
A4
A7
A2
B8.2 B8 A12.3 A12 A11.5 A11 A10.8 A10.5 A10 A9.5 A9
A6
A5.4
A5
AK
AJ
A3 A2.5
AH
AG
AF
AE
AD
AC
AB
AA.6
AA
BP
AT
AS.5
BQ
BQ.5
AS
BR
A8
A8
S-333B
EA
ST
W
AL
L
EL
EV
A
RE
A
B
SOUTH WALL
ELEV ON LINE
BR AREA B
1 WALL ELEV.
ON LINE AT
AREA B
1 WALL ELEV
ON LINE AF
AREA B
S-231B
S-232B
AK.5
S-551B
S-551B
S-552B
S-553B
S-557B
S-336B
2 NORTH
ELEV.WALL
ON LINE AA
AREA B
S-552B
S-553B
S-554B
S-554B
S-555B
S-555B
S-556B
S-557B
S-337B
1 WALL ELEV
ON LINE AS.5
AREA B
S-556B
S-557B
S-581B
CH
C3
S-584B
S-584B
W
AL
L
EL
EV
O
N L
IN
E
A1
AR
EA
B
S-558B
AK.8
S-559B
S-702B
8CP
S-702B
9CP
S-703B
10CP
SIM
S-560B
S-559B
S-560B
S-561B
GENERAL NOTES:
1. FOR GENERAL NOTES, ABBREVIATIONS
AND TYPICAL DETAILS SEE SHEETS S-030
THROUGH S-040.
2. FOR OPENING SIZES AND LOCATIONS
COORDINATE WITH ARCHITECTURAL AND
MECHANICAL DRAWINGS.
SHEET
REFERENCE
NUMBER
SHEET OF
D
ES
IG
N
E D
B Y:
D W
N B
Y:
C
H K
BY
S U
BM
IT
TE
D
B Y:
D
AT
E:
S O
LI
C
IT
A
TI
O
N N
O
C O
N
TR
A C
T N
O
FI
LE
N A
M E:
P
LO
TT
E
D B
Y:
S
IZ
E:
P
LO
T D
A
TE
D
AT
E:
D
ES
C
R
IP
TI
O
N
M
AR
K:
A
PP
R
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
1 2 3 4 5
D
C
B
A
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
N
EW
Y O
R K ht tp w w w
.n an
.u sa ce .a rm y.
m il ar ch ite ct s
- e ng in ee rs pl an ne rs
W
ES
T
N
AT
IO
N
W
ID
E
BL
VD
C O
LU
M
BU
S, O H
IO
4.
4.
fa x
4.
4.
ht tp w w w
.u rs co rp
.c om
SC
IE
N C
E C
EN
TE
R (F
Y1 1-
B
LD
G
U N
IT
ED
S
TA
TE
S
M
IL
IT
AR
Y
AC
AD
EM
Y W
ES
T
PO
IN
T, N
Y
A R
C H
D
PA
R
K
AV
EN
U
E
SO
U
TH
N
EW
Y O
R K, N Y
3-
2.
7.
fa x
2.
9.
w w w
.s tv in c.
co m
W
2D S
-1 0-
D -0
A
P R
IL
3/
/2
2:
:5
P
M
S-117.1B
FI
FT
H F
LO
O
R N
O R
TH
T
O W
ER
AR
EA
B
D es ig ne r
A ut ho r
C he ck er
PLAN
NORTH
SCALE: 1/8" = 1'-0"1 Fifth Floor Area B North Tower
S-334C
BU
BT
BS.8
BS
BR.8
BR.7
BR
BQ.5
B13 B12.7 B12 B11.2 B11 B10 B9.8 B9 B8.2 B8
S-334C
NEW 1'-2" REINFORCED
CONCRETE
SEISMIC WALL, TYP.
NEW 10" REINFORCED
CONCRETE
SEISMIC WALL, TYP.
S-553C
S-555C
S-553C
S-555C
S-552C HSS5X5X1/2HSS5X5X1/2
HSS5X5X1/2
HSS5X5X1/2
HSS5X5X1/2
HSS5X5X1/2
HSS5X5X1/2
HSS5X
5X
1/2
HSS5X5X1/2 HSS5X5X1/2
HSS5X5X1/2
HSS5X5X1/2
HSS5X5X1/2
HSS5X5X1/2
HSS5X5X1/2
HSS5X5X1/2
HSS5X5X1/2
HSS5X5X1/2
HSS5X5X1/2
S-556C
S-556C
S-557C
S-557C
S-558C
S-558C
NOTE:
FOR HSS CONNECTIONS
SEE SHT 118.1C.
GENERAL NOTES:
1. FOR GENERAL NOTES ABBREVIATIONS
AND TYPICAL DETAILS SEE SHEETS
S-030 THROUGH S-040.
2. COORDINATE OPENING SIZES AND
LOCATIONS WITH ARCHITECTURAL
AND MECHANICAL DRAWINGS, TYP.
A
B
D
C
E
SHEET
REFERENCE
NUMBER
SHEET OF
D
ES
IG
N
E D
B Y:
D W
N B
Y:
C
H K
BY
S U
BM
IT
TE
D
B Y:
D
AT
E:
S O
LI
C
IT
A
TI
O
N N
O
C O
N
TR
A C
T N
O
FI
LE
N A
M E:
P
LO
TT
E
D B
Y:
S
IZ
E:
P
LO
T D
A
TE
D
AT
E:
D
ES
C
R
IP
TI
O
N
M
AR
K:
A
PP
R
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
1 2 3 4 5
D
C
B
A
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
N
EW
Y O
R K ht tp w w w
.n an
.u sa ce .a rm y.
m il ar ch ite ct s
- e ng in ee rs pl an ne rs
W
ES
T
N
AT
IO
N
W
ID
E
BL
VD
C O
LU
M
BU
S, O H
IO
4.
4.
fa x
4.
4.
ht tp w w w
.u rs co rp
.c om
SC
IE
N C
E C
EN
TE
R (F
Y1 1-
B
LD
G
U N
IT
ED
S
TA
TE
S
M
IL
IT
AR
Y
AC
AD
EM
Y W
ES
T
PO
IN
T, N
Y
A R
C H
D
PA
R
K
AV
EN
U
E
SO
U
TH
N
EW
Y O
R K, N Y
3-
2.
7.
fa x
2.
9.
w w w
.s tv in c.
co m
W
2D S
-1 0-
D -0
A
P R
IL
3/
/2
3:
:4
P
M
S-117.1C
PL
AN
A T
TR
U
SS
B
O
TT
O M
C H
O R
D A
R
EA
C
D es ig ne r
A ut ho r
C he ck er
0 1/2 1 2 SCALE: 1/8" = 1'-0"1 Bottom Chord South
PLAN
NORTH
S-231D
BQ.5
BQ
BP
BN
BM
BL
BK
BJ
BH
BG
BF
B13B12.7 B12 B11.2 B11 B10 B9.8 B9 B8.2 B8
S-331D 1
S-332D1
S-560D
S-561D
S-551D
S-553C
S-560D
S-561D
S-551D
S-554C
S-553D
S-552D
S-553D
HSS5X
5X
1/2
H
SS
5X 5X
1/
H
SS
5X 5X
1/
HSS5X5X1/2
H
SS
5X 5X
1/
HSS5X
5X
1/2
H
SS
5X 5X
1/
HSS5X5X1/2
HSS
5X
5X 1/2
H
SS
5X 5X
1/
H
SS
5X 5X
1/
HSS5X5X1/2
HSS5X
5X
1/2
H
SS
5X 5X
1/
H
SS
5X 5X
1/
HSS5X5X1/2
HSS5X
5X
1/2
H
SS
5X 5X
1/
H
SS
5X 5X
1/
H
SS
5X 5X
1/
H
SS
5X 5X
1/
H
SS
5X 5X
1/
H
SS
5X 5X
1/
H
SS
5X 5X
1/
H
SS
5X 5X
1/
H
SS
5X 5X
1/
H
SS
5X 5X
1/
H
SS
5X 5X
1/
HSS8X8X1/2
HSS5X5X1/2
HSS5X
5X
1/2
HSS5X5X1/2
HSS5X
5X
1/2
HSS5X5X1/2
HSS5X
5X
1/2
HSS5X5X1/2
HSS5X
5X
1/2
HSS5X5X1/2
H
SS
5X 5X
1/
2HSS8X8X1/2
38D S-562D
40D S-562D
S-332C1
S-701
TYP
S-701
TYP
S-701
TYP
S-701
TYP
S-701
TYP
S-701
TYP
S-701
TYP
S-701
TYP
S-701
TYP
S-701
TYP
AS.5
GENERAL NOTES:
1. FOR GENERAL NOTES ABBREVIATIONS
AND TYPICAL DETAILS SEE SHEETS
S-030 THROUGH S-040.
2. COORDINATE OPENING SIZES AND
LOCATIONS WITH ARCHITECTURAL
AND MECHANICAL DRAWINGS, TYP.
A
B
D
C
E
SHEET
REFERENCE
NUMBER
SHEET OF
D
ES
IG
N
E D
B Y:
D W
N B
Y:
C
H K
BY
S U
BM
IT
TE
D
B Y:
D
AT
E:
S O
LI
C
IT
A
TI
O
N N
O
C O
N
TR
A C
T N
O
FI
LE
N A
M E:
P
LO
TT
E
D B
Y:
S
IZ
E:
P
LO
T D
A
TE
D
AT
E:
D
ES
C
R
IP
TI
O
N
M
AR
K:
A
PP
R
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
1 2 3 4 5
D
C
B
A
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
N
EW
Y O
R K ht tp w w w
.n an
.u sa ce .a rm y.
m il ar ch ite ct s
- e ng in ee rs pl an ne rs
W
ES
T
N
AT
IO
N
W
ID
E
BL
VD
C O
LU
M
BU
S, O H
IO
4.
4.
fa x
4.
4.
ht tp w w w
.u rs co rp
.c om
SC
IE
N C
E C
EN
TE
R (F
Y1 1-
B
LD
G
U N
IT
ED
S
TA
TE
S
M
IL
IT
AR
Y
AC
AD
EM
Y W
ES
T
PO
IN
T, N
Y
A R
C H
D
PA
R
K
AV
EN
U
E
SO
U
TH
N
EW
Y O
R K, N Y
3-
2.
7.
fa x
2.
9.
w w w
.s tv in c.
co m
W
2D S
-1 0-
D -0
A
P R
IL
3/
/2
3:
:5
P
M
S-117.1CD
PL
AN
A T
BO
TT
O M
C H
O R
D C
EN
TR
AL
D es ig ne r
A ut ho r
C he ck er
0 1/2 1 2 SCALE: 1/8" = 1'-0"1 Bottom Chord Central
S-333D
S-231D
BG
BF
BE
BD
BC
BB
BA
B13 B12.7 B12 B11.2 B11 B10 B9.8 B9 B8.2 B8
S-555D
S-554D
S-557D
S-556D
S-559D
S-560D
S-561D
S-551D
S-554D
S-557D
S-559D
S-560D
S-561D
S-553D
S-552D
S-553D
S-558D
HSS5X
5X
1/2
HSS5X5X1/2
HSS5X
5X
1/2
HSS5X5X1/2
HSS5X
5X
1/2
HSS5X5X1/2
H
SS
5X 5X
1/
H
SS
5X 5X
1/
H
SS
5X 5X
1/
H
SS
5X 5X
1/
H
SS
5X 5X
1/
HSS8X8X1/2
HSS5X
5X
1/2
H
SS
5X 5X
1/
H
SS
5X 5X
1/
H
SS
5X 5X
1/
H
SS
5X 5X
1/
HSS8X8X1/2
HSS5X5X1/2
HSS5X
5X
1/2
HSS5X5X1/2
H
SS
5X 5X
1/
H
SS
5X 5X
1/
HSS5X
5X
1/2
H
SS
5X 5X
1/
H
SS
5X 5X
1/
HSS5X5X1/2
HSS5X
5X
1/2HSS5X5X1/2
H
SS
5X 5X
1/
38D S-562D
40D S-562D
S-558D
GENERAL NOTES:
1. FOR GENERAL NOTES ABBREVIATIONS
AND TYPICAL DETAILS SEE SHEETS
S-030 THROUGH S-040.
2. COORDINATE OPENING SIZES AND
LOCATIONS WITH ARCHITECTURAL
AND MECHANICAL DRAWINGS, TYP.
A
B
D
C
E
SHEET
REFERENCE
NUMBER
SHEET OF
D
ES
IG
N
E D
B Y:
D W
N B
Y:
C
H K
BY
S U
BM
IT
TE
D
B Y:
D
AT
E:
S O
LI
C
IT
A
TI
O
N N
O
C O
N
TR
A C
T N
O
FI
LE
N A
M E:
P
LO
TT
E
D B
Y:
S
IZ
E:
P
LO
T D
A
TE
D
AT
E:
D
ES
C
R
IP
TI
O
N
M
AR
K:
A
PP
R
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
1 2 3 4 5
D
C
B
A
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
N
EW
Y O
R K ht tp w w w
.n an
.u sa ce .a rm y.
m il ar ch ite ct s
- e ng in ee rs pl an ne rs
W
ES
T
N
AT
IO
N
W
ID
E
BL
VD
C O
LU
M
BU
S, O H
IO
4.
4.
fa x
4.
4.
ht tp w w w
.u rs co rp
.c om
SC
IE
N C
E C
EN
TE
R (F
Y1 1-
B
LD
G
U N
IT
ED
S
TA
TE
S
M
IL
IT
AR
Y
AC
AD
EM
Y W
ES
T
PO
IN
T, N
Y
A R
C H
D
PA
R
K
AV
EN
U
E
SO
U
TH
N
EW
Y O
R K, N Y
3-
2.
7.
fa x
2.
9.
w w w
.s tv in c.
co m
W
2D S
-1 0-
D -0
A
P R
IL
3/
/2
3:
:0
P
M
S-117.1D
PL
AN
A T
TR
U
SS
B
O
TT
O M
C H
O R
D A
R
EA
D
D es ig ne r
A ut ho r
C he ck er
0 1/2 1 2 SCALE: 1/8" = 1'-0"1 Bottom Chord North
PLAN
NORTH
NOTE:
FOR HSS CONNECTION
DETAILS SEE SHT 118.1 D.
A
B
D
C
E
S-334B
W
ES
T W
AL
L
EL
EV
A
RE
A B
S-332B
S-231B
S-336B
SOUTH WALL
ELEV ON LINE
AL AREA B
S-335B
S-335B
WALL ELEV
ON LINE AK
AREA B
S-331B
A4
A7
A2
B8.2 B8 A12.3 A12
A12
A11.5 A11 A10.5 A10 A9.5 A9
A6
A5.4 A5
A4.7
AL
AK
AJ
A3 A2.5
AH
AG
AF
AE
AD
AC
AB
AA.6
AA
AS.5
BQ
BQ.5
AS
BR
A8
A8
S-333B
EA
ST
W
AL
L
EL
EV
A
RE
A
B
SOUTH WALL
ELEV ON LINE
BR AREA B
1 WALL ELEV.
ON LINE AT
AREA B
1 WALL ELEV
ON LINE AF
AREA B
S-231B
S-232B
AK.5
S-551B
S-551B
S-552B
S-553B
S-557B
S-336B
2 NORTH
ELEV.WALL
ON LINE AA
AREA B
S-552B
S-553B
S-554B
S-554B
S-555B
S-555B
S-556B
S-557B
S-337B
1 WALL ELEV
ON LINE AS.5
AREA B
S-556B
S-557B
S-581B
W
AL
L
EL
EV
O
N L
IN
E
A1
AR
EA
B
S-585B
S-558B
AK.8
S-559B
S-560B
S-559B
S-560B
S-561B
GENERAL NOTES:
1. FOR GENERAL NOTES, ABBREVIATIONS
AND TYPICAL DETAILS SEE SHEETS S-030
THROUGH S-040.
2. FOR OPENING SIZES AND LOCATIONS
COORDINATE WITH ARCHITECTURAL AND
MECHANICAL DRAWINGS.
SHEET
REFERENCE
NUMBER
SHEET OF
D
ES
IG
N
E D
B Y:
D W
N B
Y:
C
H K
BY
S U
BM
IT
TE
D
B Y:
D
AT
E:
S O
LI
C
IT
A
TI
O
N N
O
C O
N
TR
A C
T N
O
FI
LE
N A
M E:
P
LO
TT
E
D B
Y:
S
IZ
E:
P
LO
T D
A
TE
D
AT
E:
D
ES
C
R
IP
TI
O
N
M
AR
K:
A
PP
R
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
1 2 3 4 5
D
C
B
A
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
N
EW
Y O
R K ht tp w w w
.n an
.u sa ce .a rm y.
m il ar ch ite ct s
- e ng in ee rs pl an ne rs
W
ES
T
N
AT
IO
N
W
ID
E
BL
VD
C O
LU
M
BU
S, O H
IO
4.
4.
fa x
4.
4.
ht tp w w w
.u rs co rp
.c om
SC
IE
N C
E C
EN
TE
R (F
Y1 1-
B
LD
G
U N
IT
ED
S
TA
TE
S
M
IL
IT
AR
Y
AC
AD
EM
Y W
ES
T
PO
IN
T, N
Y
A R
C H
D
PA
R
K
AV
EN
U
E
SO
U
TH
N
EW
Y O
R K, N Y
3-
2.
7.
fa x
2.
9.
w w w
.s tv in c.
co m
W
2D S
-1 0-
D -0
A
P R
IL
3/
/2
2:
:0
P
M
S-117.2B
FI
FT
H F
LO
O
R O
BS
ER
VA
TO
R Y
SO
U
TH
R O
O F
PL
AN
AR
EA
B
D es ig ne r
A ut ho r
C he ck er
PLAN
NORTH
SCALE: 1/8" = 1'-0"1 Observatory Floor & South Roof
B
D
C
E
S-334B
W
ES
T W
AL
L
EL
EV
A
RE
A B
S-332B
S-231B
S-336B
SOUTH WALL
ELEV ON LINE
AL AREA B
S-335B
S-335B
WALL ELEV
ON LINE AK
AREA B
S-331B
A4
A7
A2
B8.2 B8 A12.3 A12 A11.5 A11 A10.5 A10 A9.5 A9
A6
A5.4 A5
AL
AK
AJ
A3 A2.5
AH
AG
AF
AE
AD
AC
AB
AA.6
AA
AT
AS.5
BQ
BQ.5
AS
BR
A8
A8
S-333B
EA
ST
W
AL
L
EL
EV
A
RE
A
B
SOUTH WALL
ELEV ON LINE
BR AREA B
1 WALL ELEV.
ON LINE AT
AREA B
1 WALL ELEV
ON LINE AF
AREA B
S-231B
S-232B
AK.5
S-551B
S-551B
S-552B
S-553B
S-557B
S-336B
2 NORTH
ELEV.WALL
ON LINE AA
AREA B
S-552B
S-553B
S-554B
S-554B
S-555B
S-555B
S-556B
S-557B
S-337B
1 WALL ELEV
ON LINE AS.5
AREA B
S-556B
S-557B
W
AL
L
EL
EV
O
N L
IN
E
A1
AR
EA
B
S-558B
AK.8
S-559B
S-560B
S-559B
S-560B
S-561B
GENERAL NOTES:
1. FOR GENERAL NOTES, ABBREVIATIONS
AND TYPICAL DETAILS SEE SHEETS S-030
THROUGH S-040.
2. FOR OPENING SIZES AND LOCATIONS
COORDINATE WITH ARCHITECTURAL AND
MECHANICAL DRAWINGS.
SHEET
REFERENCE
NUMBER
SHEET OF
D
ES
IG
N
E D
B Y:
D W
N B
Y:
C
H K
BY
S U
BM
IT
TE
D
B Y:
D
AT
E:
S O
LI
C
IT
A
TI
O
N N
O
C O
N
TR
A C
T N
O
FI
LE
N A
M E:
P
LO
TT
E
D B
Y:
S
IZ
E:
P
LO
T D
A
TE
D
AT
E:
D
ES
C
R
IP
TI
O
N
M
AR
K:
A
PP
R
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
1 2 3 4 5
D
C
B
A
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
N
EW
Y O
R K ht tp w w w
.n an
.u sa ce .a rm y.
m il ar ch ite ct s
- e ng in ee rs pl an ne rs
W
ES
T
N
AT
IO
N
W
ID
E
BL
VD
C O
LU
M
BU
S, O H
IO
4.
4.
fa x
4.
4.
ht tp w w w
.u rs co rp
.c om
SC
IE
N C
E C
EN
TE
R (F
Y1 1-
B
LD
G
U N
IT
ED
S
TA
TE
S
M
IL
IT
AR
Y
AC
AD
EM
Y W
ES
T
PO
IN
T, N
Y
A R
C H
D
PA
R
K
AV
EN
U
E
SO
U
TH
N
EW
Y O
R K, N Y
3-
2.
7.
fa x
2.
9.
w w w
.s tv in c.
co m
W
2D S
-1 0-
D -0
A
P R
IL
3/
/2
2:
:1
P
M
S-118.1B
N O
R
TH
R O
O F
PL
AN
AR
EA
B
D es ig ne r
A ut ho r
C he ck er
PLAN
NORTH
SCALE: 1/8" = 1'-0"1 Low Roof Plan Area B
S-231C
BU
BT
BS.8
BS
BR.8
BR.7
BR
BQ.5
BQ
BP
BN
BM
B13 B12.7 B12 B11.2 B11 B10 B9.8 B9 B8.2 B8
S-331C 1
S-334C
NEW 10" REINFORCED CONCRETE
SEISMIC WALL.
NEW HSS 5x5x1/2 SEISMIC
BRACING, TYP
NEW HSS 5x5x1/2 SEISMIC
BRACING, TYP
NEW 1'-2" REINFORCED
CONCRETE SEISMIC WALL,
TYP
S-553C
S-555C
S-553C
S-555C
S-554C
S-552C
S-556C
S-556C
S-701
TYP
S-701
TYP
S-701
TYP
S-701
TYP
S-557C
S-557C
S-558C
S-558C
S-332C1
S-702
TYP
S-702
TYP
S-702
TYP
S-702
TYP
S-702
SIM
S-702
SIM
S-701
TYP
S-702
TYP
S-702
TYP
AS.5
S-333C
S-231C
BV
BU
BT
BS.8
BS
BR.8
BR.7
BR
B8.2 B8
S-333D2
B1B2B3B4B5B6B7
S-232C
HSS5X5X1/2
HSS
5X
5X 1/2
HSS5X5X1/2
HSS
5X
5X 1/2
HSS5X5X1/2
HSS5X5X1/2 HSS5X5X1/2 HSS5X5X1/2 HSS5X5X1/2 HSS5X5X1/2
HSS5X5X1/2HSS5X
5X
1/2
HSS5X5X1/2HSS5X
5X
1/2
HSS5X5X1/2
S-558C
S-558C
A6
A7
AL
AM
AN
A8
S-559C
S-560C
S-560C
S-559C
S-561C
S-561C
GENERAL NOTES:
1. FOR GENERAL NOTES ABBREVIATIONS
AND TYPICAL DETAILS SEE SHEETS
S-030 THROUGH S-040.
2. COORDINATE OPENING SIZES AND
LOCATIONS WITH ARCHITECTURAL
AND MECHANICAL DRAWINGS, TYP.
A
B
D
C
E
SHEET
REFERENCE
NUMBER
SHEET OF
D
ES
IG
N
E D
B Y:
D W
N B
Y:
C
H K
BY
S U
BM
IT
TE
D
B Y:
D
AT
E:
S O
LI
C
IT
A
TI
O
N N
O
C O
N
TR
A C
T N
O
FI
LE
N A
M E:
P
LO
TT
E
D B
Y:
S
IZ
E:
P
LO
T D
A
TE
D
AT
E:
D
ES
C
R
IP
TI
O
N
M
AR
K:
A
PP
R
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
1 2 3 4 5
D
C
B
A
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
N
EW
Y O
R K ht tp w w w
.n an
.u sa ce .a rm y.
m il ar ch ite ct s
- e ng in ee rs pl an ne rs
W
ES
T
N
AT
IO
N
W
ID
E
BL
VD
C O
LU
M
BU
S, O H
IO
4.
4.
fa x
4.
4.
ht tp w w w
.u rs co rp
.c om
SC
IE
N C
E C
EN
TE
R (F
Y1 1-
B
LD
G
U N
IT
ED
S
TA
TE
S
M
IL
IT
AR
Y
AC
AD
EM
Y W
ES
T
PO
IN
T, N
Y
A R
C H
D
PA
R
K
AV
EN
U
E
SO
U
TH
N
EW
Y O
R K, N Y
3-
2.
7.
fa x
2.
9.
w w w
.s tv in c.
co m
W
2D S
-1 0-
D -0
A
P R
IL
3/
/2
3:
:1
P
M
S-118.1C
R O
O F
PL
AN
A R
EA
C
D es ig ne r
A ut ho r
C he ck er
0 1/2 1 2 SCALE: 1/8" = 1'-0"1 Roof Area C
PLAN
NORTH
SCALE: 1/8" = 1'-0"2 Plan at Bottom Chord Area C East
S-231E
S-333D
S-334C
S-231D
S-231D
BL
BK
BJ
BH
BG
BF
BE
BD
BC
BB
BA
B13 B12.7 B12 B11.2 B11 B10 B9.8 B9 B8.2 B8
S-331D 1
S-555D
S-554D
S-557D
S-556D
S-559D
S-560D
S-554D
S-557D
S-559D
S-560D
S-553D
S-552D
S-553D
S-558D
HSS5X
5X
1/2
HSS5X5X1/2
HSS5X
5X
1/2
HSS5X5X1/2
HSS5X
5X
1/2
HSS5X5X1/2
HSS8X8X1/2
HSS5X
5X
1/2
HSS5X5X1/2
HSS5X
5X
1/2
HSS5X5X1/2 HSS5X
5X
1/2
HSS5X5X1/2
HSS5X
5X
1/2
HSS5X5X1/2
HSS8X8X1/2
HSS5X
5X
1/2
HSS5X5X1/2
HSS5X
5X
1/2
HSS5X5X1/2
HSS5X5X1/2
HSS5X
5X
1/2HSS5X5X1/2
H
SS
5X 5X
1/
H
SS
5X 5X
1/
H
SS
5X 5X
1/
H
SS
5X 5X
1/
H
SS
5X 5X
1/
H
SS
5X 5X
1/
H
SS
5X 5X
1/
H
SS
5X 5X
1/
H
SS
5X 5X
1/
H
SS
5X 5X
1/
H
SS
5X 5X
1/
H
SS
5X 5X
1/
H
SS
5X 5X
1/
H
SS
5X 5X
1/
H
SS
5X 5X
1/
H
SS
5X 5X
1/
H
SS
5X 5X
1/
H
SS
5X 5X
1/
H
SS
5X 5X
1/
H
SS
5X 5X
1/
38D S-562D
40D S-562D
S-701
TYP
S-701
TYP
S-701
TYP
S-558D
S-701
TYP
S-701
TYP
S-701
TYP
S-701
TYP
S-701
TYP
S-701
TYP
S-701
TYP
S-701
TYP
1' - 6" 1' - 6"
S-701
TYP
S-701
TYP
GENERAL NOTES:
1. FOR GENERAL NOTES ABBREVIATIONS
AND TYPICAL DETAILS SEE SHEETS
S-030 THROUGH S-040.
2. COORDINATE OPENING SIZES AND
LOCATIONS WITH ARCHITECTURAL
AND MECHANICAL DRAWINGS, TYP.
A
B
D
C
E
SHEET
REFERENCE
NUMBER
SHEET OF
D
ES
IG
N
E D
B Y:
D W
N B
Y:
C
H K
BY
S U
BM
IT
TE
D
B Y:
D
AT
E:
S O
LI
C
IT
A
TI
O
N N
O
C O
N
TR
A C
T N
O
FI
LE
N A
M E:
P
LO
TT
E
D B
Y:
S
IZ
E:
P
LO
T D
A
TE
D
AT
E:
D
ES
C
R
IP
TI
O
N
M
AR
K:
A
PP
R
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
1 2 3 4 5
D
C
B
A
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
N
EW
Y O
R K ht tp w w w
.n an
.u sa ce .a rm y.
m il ar ch ite ct s
- e ng in ee rs pl an ne rs
W
ES
T
N
AT
IO
N
W
ID
E
BL
VD
C O
LU
M
BU
S, O H
IO
4.
4.
fa x
4.
4.
ht tp w w w
.u rs co rp
.c om
SC
IE
N C
E C
EN
TE
R (F
Y1 1-
B
LD
G
U N
IT
ED
S
TA
TE
S
M
IL
IT
AR
Y
AC
AD
EM
Y W
ES
T
PO
IN
T, N
Y
A R
C H
D
PA
R
K
AV
EN
U
E
SO
U
TH
N
EW
Y O
R K, N Y
3-
2.
7.
fa x
2.
9.
w w w
.s tv in c.
co m
W
2D S
-1 0-
D -0
A
P R
IL
3/
/2
3:
:1
P
M
S-118.1D
R O
O F
PL
AN
A R
EA
D
D es ig ne r
A ut ho r
C he ck er
0 1/2 1 2 SCALE: 1/8" = 1'-0"1 Roof Area D
S-231E
BQ
B8.2 B8
AT
CG
C4.1 C4 C3 C2 C1.9 C1
CF
CD
CC
CB
S-335E
S-332D1
S-335E1
N
EW
0"
R
EI
N
FO
R C
ED
C
O N
C R
ET
E
SE
IS
M
IC
W
AL
L, T
YP
S-561D
S-561D
S-332C1
HSS6X6X5/8
HSS6X6X5/8
HSS6X6X5/8
HSS
6X
6X 5/8
HSS6X6X5/8
H
SS
6X 6X
5/
HSS6X6X5/8
HSS6X
6X
5/8
H
SS
6X 6X
5/
S-702
TYP
S-702
TYP
S-702
TYP
S-702
TYP
S-702
TYP
S-703
TYP
S-703
TYP
SIM
S-551E
S-551E
AS.5
S-551E
GENERAL NOTES:
1. FOR GENERAL NOTES ABBREVIATIONS
AND TYPICAL DETAILS SEE SHEETS
S-030 THROUGH S-040.
2. COORDINATE OPENING SIZES AND
LOCATIONS WITH ARCHITECTURAL
AND MECHANICAL DRAWINGS, TYP.
A
B
D
C
E
SHEET
REFERENCE
NUMBER
SHEET OF
D
ES
IG
N
E D
B Y:
D W
N B
Y:
C
H K
BY
S U
BM
IT
TE
D
B Y:
D
AT
E:
S O
LI
C
IT
A
TI
O
N N
O
C O
N
TR
A C
T N
O
FI
LE
N A
M E:
P
LO
TT
E
D B
Y:
S
IZ
E:
P
LO
T D
A
TE
D
AT
E:
D
ES
C
R
IP
TI
O
N
M
AR
K:
A
PP
R
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
1 2 3 4 5
D
C
B
A
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
N
EW
Y O
R K ht tp w w w
.n an
.u sa ce .a rm y.
m il ar ch ite ct s
- e ng in ee rs pl an ne rs
W
ES
T
N
AT
IO
N
W
ID
E
BL
VD
C O
LU
M
BU
S, O H
IO
4.
4.
fa x
4.
4.
ht tp w w w
.u rs co rp
.c om
SC
IE
N C
E C
EN
TE
R (F
Y1 1-
B
LD
G
U N
IT
ED
S
TA
TE
S
M
IL
IT
AR
Y
AC
AD
EM
Y W
ES
T
PO
IN
T, N
Y
A R
C H
D
PA
R
K
AV
EN
U
E
SO
U
TH
N
EW
Y O
R K, N Y
3-
2.
7.
fa x
2.
9.
w w w
.s tv in c.
co m
W
2D S
-1 0-
D -0
A
P R
IL
3/
/2
3:
:2
P
M
S-118.1E
R O
O F
PL
AN
A R
EA
E
D es ig ne r
A ut ho r
C he ck er
0 1/2 1 2
SCALE: 1/8" = 1'-0"1 ROOF PLAN AREA E
D
C
E
S-334B
W
ES
T W
AL
L
EL
EV
A
RE
A B
S-336B
SOUTH WALL
ELEV ON LINE
AL AREA B
S-335B
S-335B
WALL ELEV
ON LINE AK
AREA B
A4
A7
A2
A10 A9.5 A9 A6
A5.4 A5
AK
AJ
A3 A2.5
AH
AG
AF
AE
AD
AC
AB
AA.6
AA
AT
AS.5
AS
BR
A8
S-333B
EA
ST
W
AL
L
EL
EV
A
RE
A
B
1 WALL ELEV
ON LINE AF
AREA B
S-232B
AK.5
S-552B
S-553B
S-557B
S-336B
2 NORTH
ELEV.WALL
ON LINE AA
AREA B
S-552B
S-553B
S-555B
S-557B
S-556B
S-557B
AK.8
S-559B
S-560B
S-559B
S-335B
A4
A7
A2
A6
A5.4 A5
A3 A2.5
AF
AE
AD
AC
AB
AA.6
AA
1 WALL ELEV
ON LINE AF
AREA B
S-232B
S-552B
S-553B
S-557B
S-336B
2 NORTH
ELEV.WALL
ON LINE AA
AREA B
S-553B
S-336B3
W
AL
L
EL
EV
AT
IO
N
N O
R
TH
TO
W
ER
A
R
EA
B
S-557B
S-556B
S-557B
GENERAL NOTES:
1. FOR GENERAL NOTES, ABBREVIATIONS
AND TYPICAL DETAILS SEE SHEETS S-030
THROUGH S-040.
2. FOR OPENING SIZES AND LOCATIONS
COORDINATE WITH ARCHITECTURAL AND
MECHANICAL DRAWINGS.
SHEET
REFERENCE
NUMBER
SHEET OF
D
ES
IG
N
E D
B Y:
D W
N B
Y:
C
H K
BY
S U
BM
IT
TE
D
B Y:
D
AT
E:
S O
LI
C
IT
A
TI
O
N N
O
C O
N
TR
A C
T N
O
FI
LE
N A
M E:
P
LO
TT
E
D B
Y:
S
IZ
E:
P
LO
T D
A
TE
D
AT
E:
D
ES
C
R
IP
TI
O
N
M
AR
K:
A
PP
R
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
1 2 3 4 5
D
C
B
A
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
N
EW
Y O
R K ht tp w w w
.n an
.u sa ce .a rm y.
m il ar ch ite ct s
- e ng in ee rs pl an ne rs
W
ES
T
N
AT
IO
N
W
ID
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BL
VD
C O
LU
M
BU
S, O H
IO
4.
4.
fa x
4.
4.
ht tp w w w
.u rs co rp
.c om
SC
IE
N C
E C
EN
TE
R (F
Y1 1-
B
LD
G
U N
IT
ED
S
TA
TE
S
M
IL
IT
AR
Y
AC
AD
EM
Y W
ES
T
PO
IN
T, N
Y
A R
C H
D
PA
R
K
AV
EN
U
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SO
U
TH
N
EW
Y O
R K, N Y
3-
2.
7.
fa x
2.
9.
w w w
.s tv in c.
co m
W
2D S
-1 0-
D -0
A
P R
IL
3/
/2
2:
:1
P
M
S-119.1B
SI
XT
H F
LO
O
R
N O
R
TH
T O
W
ER
R O
O F
AR
EA
B
D es ig ne r
A ut ho r
C he ck er
PLAN
NORTH
0 4 8 162 SCALE: 1/8" = 1'-0"1 Sixth Floor Plan Area B
0 4 8 162
SCALE: 1/8" = 1'-0"2
North Tower Roof Area B - ELEV.
242'-2"
AF AG AH AJ
Basement 145' - 6"
136' - 10 117/128"
140' - 5 5/128"
130' - 2 69/256"
134' - 6 117/128"
138' - 7 117/128"
140' - 10 41/128"
(N) 12" THICK CONCRETE
WALL WITH FOOTING.
EXCAVATE AND INSTALL
AFTER UNDERPINNING OF
ADJACENT COLUMN
FOUNDATIONS HAS BEEN
COMPLETED. SEE SECTION
A5/S-504.
PROVIDE UNDERPINNING OF
(E) FND, EXTENDING TO A
DEPTH OF EL 130'-0". (N) 6" CONCRETE SLAB ON
GRADE. T/SLAB EL 131'-4".
(N) CONCRETE BEAM
SUPPORTING (N) PLUS (E)
FLOOR FRAMING ALONG
LINE AJ
3'
6"
24' - 0"24' - 0"24' - 0"
Underpin Walls 753E 130' - 0"
NEW WALL OPENING THRU EXISTING
MASONRY. SEE DETAILS FOR
SUPPORT OF EXISTING MASONRY.
(N) 18 1/2” DEEP CONCRETE
JOIST SLAB. SEE PLAN FOR
SIZE, SPACING AND DETAILS.
(N) 753E Sub-Basement
131' - 4"
Underpin Columns 753E
128' - 0"
PLAN NOTES:
1. FOUNDATIONS INDICATED REFLECT THE BEST INTERPRETATION OF OWNER'S RECORD
DOCUMENTS. EXISTING CONDITIONS MAY VARY IN FOOTING DIMENSION, ELEVATION AND
FOOTING STEP CONDITIONS. THEY ARE PRESENTED AS ESTIMATIONS OF ACTUAL
CONDITIONS.
2. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS WHICH INCORPORATE
DIMENSION-CRITICAL ELEMENTS, PRIOR TO INSTALLATION OF NEW WORK. ALL
VARIATIONS FROM THESE DOCUMENTS SHALL BE IDENTIFIED AND PRESENTED TO THE
CONTRACTING OFFICE IN A TIMELY MANNER FOR FINAL INTERPRETATION OF SUCH
MODIFICATIONS REQUIRED, SO AS TO AVOID IMPACT TO THE CONSTRUCTION SCHEDULE.
3. CONTRACTOR SHALL REVIEW THE GEOTECHNICAL REPORT, AND ITS ASSOCIATED FIELD
INVESTIGATION REPORTS, TEST PITS AND BORING LOGS, WITH REGARDS TO SOIL
CONDITIONS IN THE VICINITY OF THE EXISTING AND PROPOSED SPREAD FOOTINGS.
SHEET
REFERENCE
NUMBER
SHEET OF
D
ES
IG
N
E D
B Y:
D W
N B
Y:
C
H K
BY
S U
BM
IT
TE
D
B Y:
D
AT
E:
S O
LI
C
IT
A
TI
O
N N
O
C O
N
TR
A C
T N
O
FI
LE
N A
M E:
P
LO
TT
E
D B
Y:
S
IZ
E:
P
LO
T D
A
TE
D
AT
E:
D
ES
C
R
IP
TI
O
N
M
AR
K:
A
PP
R
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
1 2 3 4 5
D
C
B
A
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
N
EW
Y O
R K ht tp w w w
.n an
.u sa ce .a rm y.
m il ar ch ite ct s
- e ng in ee rs pl an ne rs
W
ES
T
N
AT
IO
N
W
ID
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BL
VD
C O
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BU
S, O H
IO
4.
4.
fa x
4.
4.
ht tp w w w
.u rs co rp
.c om
SC
IE
N C
E C
EN
TE
R (F
Y1 1-
B
LD
G
U N
IT
ED
S
TA
TE
S
M
IL
IT
AR
Y
AC
AD
EM
Y W
ES
T
PO
IN
T, N
Y
A R
C H
D
PA
R
K
AV
EN
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SO
U
TH
N
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Y O
R K, N Y
3-
2.
7.
fa x
2.
9.
w w w
.s tv in c.
co m
W
2D S
-1 0-
D -0
3/
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3:
:5
P
M
S-201
FO
U
N D
AT
IO
N E
LE
VA
TI
O
N S
C
LH
JD
B
SH
A
P R
IL
U
SM
A_
SC
IC
TR
_P N
4S -3
X
XX
.d w g
JD
B
0 2 4 81
SCALE: 1/4" = 1'-0"B1 FOUNDATION ELEVATION - LINE A5
Sub-Basement 134' - 10"
A10
Basement 145' - 6"
A9 A9.5 A10.8 A11.5 A12.3A12A11A10.5
130' - 9 255/256"
128' - 6 159/256"
136' - 6 73/128" 137' - 1 73/128"
133' - 8 73/128"
140' - 5 73/128"
134' - 1 11/64"
137' - 1 11/64"
SEE SEISMIC PLANS FOR
WALL PLACEMENT,
FOUNDATIONS AND
COLLECTOR CHORD
RELATED DETAILS.
19' - 1 7/8" 23' - 10" 24' - 6 1/2" 6' - 10 1/2"
9' - 10"10' - 7 3/4"10' - 4 1/4"4' - 3 5/8"
134' - 6 5/8"133' - 6"
133' - 8 5/8"
132' - 6"
NEW CONCRETE PIER
FOOTING. SEE PLAN FOR SIZE
AND LOCATION.
Underpin Columns 753E
128' - 0"S-423 C1
Sub-Basement 134' - 10"
AJ AK AL
Basement 145' - 6"
128' - 1 19/256"
130' - 11 105/128"
3'
6"
(N) 6" CONCRETE SLAB ON
GRADE. T/SLAB EL 131'-4".
(N) CONCRETE BEAM
SUPPORTING (N) PLUS (E)
FLOOR FRAMING ALONG
LINE AJ
26' - 4 1/2"24' - 0"
Underpin Walls 753E 130' - 0"
(N) 753E Sub-Basement
131' - 4"
Underpin Columns 753E
128' - 0"
PLAN NOTES:
1. FOUNDATIONS INDICATED REFLECT THE BEST INTERPRETATION OF OWNER'S RECORD
DOCUMENTS. EXISTING CONDITIONS MAY VARY IN FOOTING DIMENSION, ELEVATION AND
FOOTING STEP CONDITIONS. THEY ARE PRESENTED AS ESTIMATIONS OF ACTUAL
CONDITIONS.
2. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS WHICH INCORPORATE
DIMENSION-CRITICAL ELEMENTS, PRIOR TO INSTALLATION OF NEW WORK. ALL
VARIATIONS FROM THESE DOCUMENTS SHALL BE IDENTIFIED AND PRESENTED TO THE
CONTRACTING OFFICE IN A TIMELY MANNER FOR FINAL INTERPRETATION OF SUCH
MODIFICATIONS REQUIRED, SO AS TO AVOID IMPACT TO THE CONSTRUCTION SCHEDULE.
3. CONTRACTOR SHALL REVIEW THE GEOTECHNICAL REPORT, AND ITS ASSOCIATED FIELD
INVESTIGATION REPORTS, TEST PITS AND BORING LOGS, WITH REGARDS TO SOIL
CONDITIONS IN THE VICINITY OF THE EXISTING AND PROPOSED SPREAD FOOTINGS.
SHEET
REFERENCE
NUMBER
SHEET OF
D
ES
IG
N
E D
B Y:
D W
N B
Y:
C
H K
BY
S U
BM
IT
TE
D
B Y:
D
AT
E:
S O
LI
C
IT
A
TI
O
N N
O
C O
N
TR
A C
T N
O
FI
LE
N A
M E:
P
LO
TT
E
D B
Y:
S
IZ
E:
P
LO
T D
A
TE
D
AT
E:
D
ES
C
R
IP
TI
O
N
M
AR
K:
A
PP
R
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
1 2 3 4 5
D
C
B
A
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
N
EW
Y O
R K ht tp w w w
.n an
.u sa ce .a rm y.
m il ar ch ite ct s
- e ng in ee rs pl an ne rs
W
ES
T
N
AT
IO
N
W
ID
E
BL
VD
C O
LU
M
BU
S, O H
IO
4.
4.
fa x
4.
4.
ht tp w w w
.u rs co rp
.c om
SC
IE
N C
E C
EN
TE
R (F
Y1 1-
B
LD
G
U N
IT
ED
S
TA
TE
S
M
IL
IT
AR
Y
AC
AD
EM
Y W
ES
T
PO
IN
T, N
Y
A R
C H
D
PA
R
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AV
EN
U
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SO
U
TH
N
EW
Y O
R K, N Y
3-
2.
7.
fa x
2.
9.
w w w
.s tv in c.
co m
W
2D S
-1 0-
D -0
3/
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3:
:0
P
M
S-202
FO
U
N D
AT
IO
N E
LE
VA
TI
O
N S
C
LH
JD
B
SH
A
P R
IL
U
SM
A_
SC
IC
TR
_P N
4S -3
X
XX
.d w g
JD
B
0 2 4 81
SCALE: 1/4" = 1'-0"A1 FOUNDATION ELEVATION - LINE AR
SCALE: 1/4" = 1'-0"C3 FOUNDATION ELEVATION - LINE A5
A10
Basement 145' - 6"
A10.8A11.5A12.3 A12 A11 A10.5
133' - 10"
132' - 0"
133' - 1 11/256" 133' - 9 123/128"
24' - 6 1/2" 23' - 10"6' - 10 1/2"
9' - 10" 10' - 4 1/4"10' - 7 3/4"
SEE SEISMIC PLANS FOR
WALL PLACEMENT,
FOUNDATIONS AND
COLLECTOR CHORD
RELATED DETAILS.
Underpin Columns 753E
128' - 0"
Sub-Basement 134' - 10"
AM AN
Basement 145' - 6"
20' - 4"
128' - 1 19/256" 126' - 11 19/256"
124' - 5 5/256"
122' - 1 5/256"
120' - 8 5/256"
118' - 0 5/256"
115' - 4 5/256"
SEE SEISMIC PLANS FOR
WALL PLACEMENT,
FOUNDATIONS AND
COLLECTOR CHORD
RELATED DETAILS.
Underpin Columns 753E
128' - 0"
PLAN NOTES:
1. FOUNDATIONS INDICATED REFLECT THE BEST INTERPRETATION OF OWNER'S RECORD
DOCUMENTS. EXISTING CONDITIONS MAY VARY IN FOOTING DIMENSION, ELEVATION AND
FOOTING STEP CONDITIONS. THEY ARE PRESENTED AS ESTIMATIONS OF ACTUAL
CONDITIONS.
2. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS WHICH INCORPORATE
DIMENSION-CRITICAL ELEMENTS, PRIOR TO INSTALLATION OF NEW WORK. ALL
VARIATIONS FROM THESE DOCUMENTS SHALL BE IDENTIFIED AND PRESENTED TO THE
CONTRACTING OFFICE IN A TIMELY MANNER FOR FINAL INTERPRETATION OF SUCH
MODIFICATIONS REQUIRED, SO AS TO AVOID IMPACT TO THE CONSTRUCTION SCHEDULE.
3. CONTRACTOR SHALL REVIEW THE GEOTECHNICAL REPORT, AND ITS ASSOCIATED FIELD
INVESTIGATION REPORTS, TEST PITS AND BORING LOGS, WITH REGARDS TO SOIL
CONDITIONS IN THE VICINITY OF THE EXISTING AND PROPOSED SPREAD FOOTINGS.
SHEET
REFERENCE
NUMBER
SHEET OF
D
ES
IG
N
E D
B Y:
D W
N B
Y:
C
H K
BY
S U
BM
IT
TE
D
B Y:
D
AT
E:
S O
LI
C
IT
A
TI
O
N N
O
C O
N
TR
A C
T N
O
FI
LE
N A
M E:
P
LO
TT
E
D B
Y:
S
IZ
E:
P
LO
T D
A
TE
D
AT
E:
D
ES
C
R
IP
TI
O
N
M
AR
K:
A
PP
R
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
1 2 3 4 5
D
C
B
A
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
N
EW
Y O
R K ht tp w w w
.n an
.u sa ce .a rm y.
m il ar ch ite ct s
- e ng in ee rs pl an ne rs
W
ES
T
N
AT
IO
N
W
ID
E
BL
VD
C O
LU
M
BU
S, O H
IO
4.
4.
fa x
4.
4.
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.c om
SC
IE
N C
E C
EN
TE
R (F
Y1 1-
B
LD
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U N
IT
ED
S
TA
TE
S
M
IL
IT
AR
Y
AC
AD
EM
Y W
ES
T
PO
IN
T, N
Y
A R
C H
D
PA
R
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AV
EN
U
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SO
U
TH
N
EW
Y O
R K, N Y
3-
2.
7.
fa x
2.
9.
w w w
.s tv in c.
co m
W
2D S
-1 0-
D -0
3/
/2
3:
:0
P
M
S-203
FO
U
N D
AT
IO
N E
LE
VA
TI
O
N S
C
LH
JD
B
SH
A
P R
IL
U
SM
A_
SC
IC
TR
_P N
4S -3
X
XX
.d w g
JD
B
0 2 4 81
SCALE: 1/4" = 1'-0"A2 FOUNDATION ELEVATION - LINE AT
SCALE: 1/4" = 1'-0"C4 FOUNDATION ELEVATION - LINE A4.7
AFAGAHAJAK
Basement 145' - 6"
C3 S-302
A1 S-303
133' - 9 123/128"
135' - 1 59/64"
143' - 6"
144' - 11 5/128"
137' - 10 69/256"
139' - 6 69/256"
143' - 3 69/256" 143' - 3"
142' - 3 255/256"
(N) 12" THICK CONCRETE
WALL WITH FOOTING.
EXCAVATE AND INSTALL
AFTER UNDERPINNING OF
ADJACENT COLUMN
FOUNDATIONS HAS BEEN
COMPLETED. SEE SECTION
A5/S-504.
(N) 6" CONCRETE SLAB ON
GRADE. T/SLAB EL 131'-4".
24' - 0" 24' - 0" 24' - 0" 24' - 0"
C2 S-503
C3 S-503
Underpin Walls 753E 130' - 0"
(N) 753E Sub-Basement
131' - 4"
SEE SEISMIC PLANS FOR
WALL PLACEMENT,
FOUNDATIONS AND
COLLECTOR CHORD
RELATED DETAILS.
PROVIDE LEAN CONCRETE
UNDERPINNING (MIN 2000 psi
COMPRESSIVE STRENGTH).
EXTEND TO A DEPTH OF 128'-0".
(TYPICAL AT AJ-A8, AH-A8 AND AG-
A8).
MODIFIED FOUNDTION (INCREASED
WIDTH + TOPPING CAP) PRIOR TO
UNDERPINNING. (TYPICAL AT AJ-A8,
AH-A8 AND AG-A8) SEE SHEET S-601.
Underpin Columns 753E
128' - 0"
Sub-Basement 134' - 10"
AR
Basement 145' - 6"
AP
113' - 6 5/8"
117' - 4 1/4"
121' - 6 5/8" 122' - 0 5/8"
126' - 9" 126' - 11 5/8"
131' - 6"
133' - 4"
128' - 6 5/8"
131' - 6 3/8" 130' - 10"
21' - 4 15/64" 21' - 10" 9' - 1"62' - 7 7/8"
SEE SEISMIC PLANS FOR
WALL PLACEMENT,
FOUNDATIONS AND
COLLECTOR CHORD
RELATED DETAILS.
SD-302
Underpin Columns 753E
128' - 0"
PLAN NOTES:
1. FOUNDATIONS INDICATED REFLECT THE BEST INTERPRETATION OF OWNER'S RECORD
DOCUMENTS. EXISTING CONDITIONS MAY VARY IN FOOTING DIMENSION, ELEVATION AND
FOOTING STEP CONDITIONS. THEY ARE PRESENTED AS ESTIMATIONS OF ACTUAL
CONDITIONS.
2. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS WHICH INCORPORATE
DIMENSION-CRITICAL ELEMENTS, PRIOR TO INSTALLATION OF NEW WORK. ALL
VARIATIONS FROM THESE DOCUMENTS SHALL BE IDENTIFIED AND PRESENTED TO THE
CONTRACTING OFFICE IN A TIMELY MANNER FOR FINAL INTERPRETATION OF SUCH
MODIFICATIONS REQUIRED, SO AS TO AVOID IMPACT TO THE CONSTRUCTION SCHEDULE.
3. CONTRACTOR SHALL REVIEW THE GEOTECHNICAL REPORT, AND ITS ASSOCIATED FIELD
INVESTIGATION REPORTS, TEST PITS AND BORING LOGS, WITH REGARDS TO SOIL
CONDITIONS IN THE VICINITY OF THE EXISTING AND PROPOSED SPREAD FOOTINGS.
SHEET
REFERENCE
NUMBER
SHEET OF
D
ES
IG
N
E D
B Y:
D W
N B
Y:
C
H K
BY
S U
BM
IT
TE
D
B Y:
D
AT
E:
S O
LI
C
IT
A
TI
O
N N
O
C O
N
TR
A C
T N
O
FI
LE
N A
M E:
P
LO
TT
E
D B
Y:
S
IZ
E:
P
LO
T D
A
TE
D
AT
E:
D
ES
C
R
IP
TI
O
N
M
AR
K:
A
PP
R
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
1 2 3 4 5
D
C
B
A
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
N
EW
Y O
R K ht tp w w w
.n an
.u sa ce .a rm y.
m il ar ch ite ct s
- e ng in ee rs pl an ne rs
W
ES
T
N
AT
IO
N
W
ID
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BL
VD
C O
LU
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BU
S, O H
IO
4.
4.
fa x
4.
4.
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.c om
SC
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E C
EN
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R (F
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B
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ED
S
TA
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S
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AR
Y
AC
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Y W
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T
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T, N
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A R
C H
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K
AV
EN
U
E
SO
U
TH
N
EW
Y O
R K, N Y
3-
2.
7.
fa x
2.
9.
w w w
.s tv in c.
co m
W
2D S
-1 0-
D -0
3/
/2
3:
:0
P
M
S-204
FO
U
N D
AT
IO
N E
LE
VA
TI
O
N S
C
LH
JD
B
SH
A
P R
IL
U
SM
A_
SC
IC
TR
_P N
4S -3
X
XX
.d w g
JD
B
0 2 4 81
SCALE: 1/4" = 1'-0"C3 FOUNDATION ELEVATION - LINE A8
SCALE: 1/4" = 1'-0"A3 FOUNDATION ELEVATION - LINE A9
T/CONC Basement 146' - 1"
Sub-Basement - 753E
135' - 0"
BLBKBJBHBGBFBEBDBCBBBA
BASEMENT FLOOR
FRAMING PLAN
146' - 6 1/2"
B.1 C.1C.2 D.4D.3 E.1F.2 G.1G.2 H.1H.3B.13 B.14H.325
NEW BASEMENT
SLAB
140' - 5 1/2"
BASEMENT
146' - 5"
SUB-BASEMENT
753W ENTRY
136' - 4"
144' - 5"
12' - 10" 14' - 0" 12' - 10" 13' - 6 1/4" 12' - 7 3/4" 11' - 4" 14' - 8" 14' - 8" 13' - 6"12' - 7 3/4"
SUB-BASEMENT -
753W
134' - 10"
B3 S-539
T/CONC Basement 146' - 1"
Sub-Basement - 753E
135' - 0"
BUBTBSBR.7BQ.5BQBPBNBMBL BR
BASEMENT
146' - 5"
SUB-BASEMENT
753W ENTRY
136' - 4"
BR.8 BS.8
17' - 0" 13' - 6" 14' - 8" 14' - 8" 11' - 4" 12' - 8 1/4"
SUB-BASEMENT -
753W
134' - 10"
NEW WALL OPENING THRU EXISTING
MASONRY. SEE DETAILS FOR SUPPORT
OF EXISTING MASONRY.
NEW WALL OPENING THRU EXISTING
MASONRY. SEE DETAILS FOR SUPPORT
OF EXISTING MASONRY.
142' - 6"
PLAN NOTES:
1. FOUNDATIONS INDICATED REFLECT THE BEST INTERPRETATION OF OWNER'S RECORD
DOCUMENTS. EXISTING CONDITIONS MAY VARY IN FOOTING DIMENSION, ELEVATION AND
FOOTING STEP CONDITIONS. THEY ARE PRESENTED AS ESTIMATIONS OF ACTUAL
CONDITIONS.
2. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS WHICH INCORPORATE
DIMENSION-CRITICAL ELEMENTS, PRIOR TO INSTALLATION OF NEW WORK. ALL
VARIATIONS FROM THESE DOCUMENTS SHALL BE IDENTIFIED AND PRESENTED TO THE
CONTRACTING OFFICE IN A TIMELY MANNER FOR FINAL INTERPRETATION OF SUCH
MODIFICATIONS REQUIRED, SO AS TO AVOID IMPACT TO THE CONSTRUCTION SCHEDULE.
3. CONTRACTOR SHALL REVIEW THE GEOTECHNICAL REPORT, AND ITS ASSOCIATED FIELD
INVESTIGATION REPORTS, TEST PITS AND BORING LOGS, WITH REGARDS TO SOIL
CONDITIONS IN THE VICINITY OF THE EXISTING AND PROPOSED SPREAD FOOTINGS.
SHEET
REFERENCE
NUMBER
SHEET OF
D
ES
IG
N
E D
B Y:
D W
N B
Y:
C
H K
BY
S U
BM
IT
TE
D
B Y:
D
AT
E:
S O
LI
C
IT
A
TI
O
N N
O
C O
N
TR
A C
T N
O
FI
LE
N A
M E:
P
LO
TT
E
D B
Y:
S
IZ
E:
P
LO
T D
A
TE
D
AT
E:
D
ES
C
R
IP
TI
O
N
M
AR
K:
A
PP
R
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
1 2 3 4 5
D
C
B
A
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
N
EW
Y O
R K ht tp w w w
.n an
.u sa ce .a rm y.
m il ar ch ite ct s
- e ng in ee rs pl an ne rs
W
ES
T
N
AT
IO
N
W
ID
E
BL
VD
C O
LU
M
BU
S, O H
IO
4.
4.
fa x
4.
4.
ht tp w w w
.u rs co rp
.c om
SC
IE
N C
E C
EN
TE
R (F
Y1 1-
B
LD
G
U N
IT
ED
S
TA
TE
S
M
IL
IT
AR
Y
AC
AD
EM
Y W
ES
T
PO
IN
T, N
Y
A R
C H
D
PA
R
K
AV
EN
U
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SO
U
TH
N
EW
Y O
R K, N Y
3-
2.
7.
fa x
2.
9.
w w w
.s tv in c.
co m
W
2D S
-1 0-
D -0
3/
/2
3:
:2
P
M
S-211
FO
U
N D
AT
IO
N E
LE
VA
TI
O
N S
C
LH
JD
B
SH
J
AN
U
A R
Y
U
SM
A_
SC
IC
TR
_P N
4S -3
X
XX
.d w g
JD
B
0 2 4 81
SCALE: 1/4" = 1'-0"C3 FOUNDATION ELEVATION - LINE B8
SCALE: 1/4" = 1'-0"A3 FOUNDATION ELEVATION - LINE B8
Sub-Basement - 753E
135' - 0"
First Floor Framing Plan
159' - 5"
BU BT BS BR.7 BQ.5 BQ BP BN BM BLBR
BASEMENT
146' - 5"
SUB-BASEMENT
753W ENTRY
136' - 4"
136' - 11" 138' - 5"
140' - 5"
142' - 5"
144' - 5"
21' - 4 1/4" 21' - 10" 46' - 8" 14' - 8" 14' - 8" 13' - 6" 17' - 0"
13' - 6 3/4" 12' - 8 1/4" 11' - 4"
BR.8BS.8
SUB-BASEMENT -
753W
134' - 10"
A1
S-526 BR.2
T/CONC Basement 146' - 1"
First Floor Framing Plan
159' - 5"
BM BL BK BJ BH BG BF BE BD BC BB BA
BASEMENT
146' - 5"
SUB-BASEMENT
753W ENTRY
136' - 4"
144' - 5"
11' - 4" 12' - 7 3/4" 13' - 6 1/4" 12' - 10" 14' - 0" 12' - 10"
SUB-BASEMENT -
753W
134' - 10"
12' - 7 3/4"
PLAN NOTES:
1. FOUNDATIONS INDICATED REFLECT THE BEST INTERPRETATION OF OWNER'S RECORD
DOCUMENTS. EXISTING CONDITIONS MAY VARY IN FOOTING DIMENSION, ELEVATION AND
FOOTING STEP CONDITIONS. THEY ARE PRESENTED AS ESTIMATIONS OF ACTUAL
CONDITIONS.
2. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS WHICH INCORPORATE
DIMENSION-CRITICAL ELEMENTS, PRIOR TO INSTALLATION OF NEW WORK. ALL
VARIATIONS FROM THESE DOCUMENTS SHALL BE IDENTIFIED AND PRESENTED TO THE
CONTRACTING OFFICE IN A TIMELY MANNER FOR FINAL INTERPRETATION OF SUCH
MODIFICATIONS REQUIRED, SO AS TO AVOID IMPACT TO THE CONSTRUCTION SCHEDULE.
3. CONTRACTOR SHALL REVIEW THE GEOTECHNICAL REPORT, AND ITS ASSOCIATED FIELD
INVESTIGATION REPORTS, TEST PITS AND BORING LOGS, WITH REGARDS TO SOIL
CONDITIONS IN THE VICINITY OF THE EXISTING AND PROPOSED SPREAD FOOTINGS.
SHEET
REFERENCE
NUMBER
SHEET OF
D
ES
IG
N
E D
B Y:
D W
N B
Y:
C
H K
BY
S U
BM
IT
TE
D
B Y:
D
AT
E:
S O
LI
C
IT
A
TI
O
N N
O
C O
N
TR
A C
T N
O
FI
LE
N A
M E:
P
LO
TT
E
D B
Y:
S
IZ
E:
P
LO
T D
A
TE
D
AT
E:
D
ES
C
R
IP
TI
O
N
M
AR
K:
A
PP
R
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
1 2 3 4 5
D
C
B
A
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
N
EW
Y O
R K ht tp w w w
.n an
.u sa ce .a rm y.
m il ar ch ite ct s
- e ng in ee rs pl an ne rs
W
ES
T
N
AT
IO
N
W
ID
E
BL
VD
C O
LU
M
BU
S, O H
IO
4.
4.
fa x
4.
4.
ht tp w w w
.u rs co rp
.c om
SC
IE
N C
E C
EN
TE
R (F
Y1 1-
B
LD
G
U N
IT
ED
S
TA
TE
S
M
IL
IT
AR
Y
AC
AD
EM
Y W
ES
T
PO
IN
T, N
Y
A R
C H
D
PA
R
K
AV
EN
U
E
SO
U
TH
N
EW
Y O
R K, N Y
3-
2.
7.
fa x
2.
9.
w w w
.s tv in c.
co m
W
2D S
-1 0-
D -0
3/
/2
3:
:2
P
M
S-212
FO
U
N D
AT
IO
N E
LE
VA
TI
O
N S
C
LH
JD
B
SH
J
AN
U
A R
Y
U
SM
A_
SC
IC
TR
_P N
4S -3
X
XX
.d w g
JD
B
SCALE: 1/8" = 1'-0"A1 FOUNDATION ELEVATION - LINE B13
B1312.7B12B11.2B11B10B9.8B9B8.2B8
BASEMENT
146' - 5"
SUB-BASEMENT
753W ENTRY
136' - 4"
15' - 3" 14' - 1" 13' - 8" 14' - 1" 15' - 3"
140' - 5"
137' - 11"
SUB-BASEMENT -
753W
134' - 10"
B7
NEW WALL OPENING THRU EXISTING
MASONRY. SEE DETAILS FOR SUPPORT
OF EXISTING MASONRY.
NEW CONCRETE PIER FOOTING. SEE
PLAN FOR SIZE AND LOCATION.
B13 12.7 B12 B11.2 B11 B10B9.8 B9 B8.2 B8
BASEMENT
146' - 5"
144' - 5"
15' - 3" 14' - 1" 14' - 1"13' - 8" 15' - 3"
13' - 3"10"11' - 1"
PLAN NOTES:
1. FOUNDATIONS INDICATED REFLECT THE BEST INTERPRETATION OF OWNER'S RECORD
DOCUMENTS. EXISTING CONDITIONS MAY VARY IN FOOTING DIMENSION, ELEVATION AND
FOOTING STEP CONDITIONS. THEY ARE PRESENTED AS ESTIMATIONS OF ACTUAL
CONDITIONS.
2. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS WHICH INCORPORATE
DIMENSION-CRITICAL ELEMENTS, PRIOR TO INSTALLATION OF NEW WORK. ALL
VARIATIONS FROM THESE DOCUMENTS SHALL BE IDENTIFIED AND PRESENTED TO THE
CONTRACTING OFFICE IN A TIMELY MANNER FOR FINAL INTERPRETATION OF SUCH
MODIFICATIONS REQUIRED, SO AS TO AVOID IMPACT TO THE CONSTRUCTION SCHEDULE.
3. CONTRACTOR SHALL REVIEW THE GEOTECHNICAL REPORT, AND ITS ASSOCIATED FIELD
INVESTIGATION REPORTS, TEST PITS AND BORING LOGS, WITH REGARDS TO SOIL
CONDITIONS IN THE VICINITY OF THE EXISTING AND PROPOSED SPREAD FOOTINGS.
SHEET
REFERENCE
NUMBER
SHEET OF
D
ES
IG
N
E D
B Y:
D W
N B
Y:
C
H K
BY
S U
BM
IT
TE
D
B Y:
D
AT
E:
S O
LI
C
IT
A
TI
O
N N
O
C O
N
TR
A C
T N
O
FI
LE
N A
M E:
P
LO
TT
E
D B
Y:
S
IZ
E:
P
LO
T D
A
TE
D
AT
E:
D
ES
C
R
IP
TI
O
N
M
AR
K:
A
PP
R
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
1 2 3 4 5
D
C
B
A
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
N
EW
Y O
R K ht tp w w w
.n an
.u sa ce .a rm y.
m il ar ch ite ct s
- e ng in ee rs pl an ne rs
W
ES
T
N
AT
IO
N
W
ID
E
BL
VD
C O
LU
M
BU
S, O H
IO
4.
4.
fa x
4.
4.
ht tp w w w
.u rs co rp
.c om
SC
IE
N C
E C
EN
TE
R (F
Y1 1-
B
LD
G
U N
IT
ED
S
TA
TE
S
M
IL
IT
AR
Y
AC
AD
EM
Y W
ES
T
PO
IN
T, N
Y
A R
C H
D
PA
R
K
AV
EN
U
E
SO
U
TH
N
EW
Y O
R K, N Y
3-
2.
7.
fa x
2.
9.
w w w
.s tv in c.
co m
W
2D S
-1 0-
D -0
3/
/2
3:
:2
P
M
S-213
FO
U
N D
AT
IO
N E
LE
VA
TI
O
N S
C
LH
JD
B
SH
J
AN
U
A R
Y
U
SM
A_
SC
IC
TR
_P N
4S -3
X
XX
.d w g
JD
B
0 2 4 81
SCALE: 1/4" = 1'-0"A3 FOUNDATION ELEVATION - LINE BU
SCALE: 1/4" = 1'-0"C3 FOUNDATION ELEVATION - LINE BA
BASEMENT
146' - 5"
SUB-BASEMENT
753W ENTRY
136' - 4"SUB-BASEMENT -
753W
134' - 10"
B1 B7B6B5B4B3B2
NEW WALL OPENING THRU
EXISTING MASONRY. SEE
DETAILS FOR SUPPORT OF
EXISTING MASONRY.
NEW CONCRETE PIER
FOOTING. SEE PLAN FOR SIZE
AND LOCATION.
(DESIGN OPTION #7)
SEE ARCHITECTURAL FOR SELECTIVE
REMOVAL OF HISTORIC STONE
MARKER. SUPPORT EXISTING WALL
ABOVE PRIOR TO REMOVAL. INSTALL
SOLID CMU INFILL TO APPROXIMATE
ORIGINAL DIMENSIONS, PRIOR TO
SEISMIC WLAL INSTALLATION.
PLAN NOTES:
1. FOUNDATIONS INDICATED REFLECT THE BEST INTERPRETATION OF OWNER'S RECORD
DOCUMENTS. EXISTING CONDITIONS MAY VARY IN FOOTING DIMENSION, ELEVATION AND
FOOTING STEP CONDITIONS. THEY ARE PRESENTED AS ESTIMATIONS OF ACTUAL
CONDITIONS.
2. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS WHICH INCORPORATE
DIMENSION-CRITICAL ELEMENTS, PRIOR TO INSTALLATION OF NEW WORK. ALL
VARIATIONS FROM THESE DOCUMENTS SHALL BE IDENTIFIED AND PRESENTED TO THE
CONTRACTING OFFICE IN A TIMELY MANNER FOR FINAL INTERPRETATION OF SUCH
MODIFICATIONS REQUIRED, SO AS TO AVOID IMPACT TO THE CONSTRUCTION SCHEDULE.
3. CONTRACTOR SHALL REVIEW THE GEOTECHNICAL REPORT, AND ITS ASSOCIATED FIELD
INVESTIGATION REPORTS, TEST PITS AND BORING LOGS, WITH REGARDS TO SOIL
CONDITIONS IN THE VICINITY OF THE EXISTING AND PROPOSED SPREAD FOOTINGS.
SHEET
REFERENCE
NUMBER
SHEET OF
D
ES
IG
N
E D
B Y:
D W
N B
Y:
C
H K
BY
S U
BM
IT
TE
D
B Y:
D
AT
E:
S O
LI
C
IT
A
TI
O
N N
O
C O
N
TR
A C
T N
O
FI
LE
N A
M E:
P
LO
TT
E
D B
Y:
S
IZ
E:
P
LO
T D
A
TE
D
AT
E:
D
ES
C
R
IP
TI
O
N
M
AR
K:
A
PP
R
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
1 2 3 4 5
D
C
B
A
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
N
EW
Y O
R K ht tp w w w
.n an
.u sa ce .a rm y.
m il ar ch ite ct s
- e ng in ee rs pl an ne rs
W
ES
T
N
AT
IO
N
W
ID
E
BL
VD
C O
LU
M
BU
S, O H
IO
4.
4.
fa x
4.
4.
ht tp w w w
.u rs co rp
.c om
SC
IE
N C
E C
EN
TE
R (F
Y1 1-
B
LD
G
U N
IT
ED
S
TA
TE
S
M
IL
IT
AR
Y
AC
AD
EM
Y W
ES
T
PO
IN
T, N
Y
A R
C H
D
PA
R
K
AV
EN
U
E
SO
U
TH
N
EW
Y O
R K, N Y
3-
2.
7.
fa x
2.
9.
w w w
.s tv in c.
co m
W
2D S
-1 0-
D -0
3/
/2
6:
:1
P
M
S-214
FO
U
N D
AT
IO
N E
LE
VA
TI
O
N S
C
LH
JD
B
SH
J
AN
U
A R
Y
U
SM
A_
SC
IC
TR
_P N
4S -3
X
XX
.d w g
JD
B
SCALE: 1/4" = 1'-0"C3 FOUNDATION ELEVATION - LINE BV
Sub-Basement Area
134' - 10"
Basement Area B 145' - 6"
First Floor Area B 159' - 5"
Second Floor Area B 175' - 0"
Third Floor Area B 187' - 8"
Fourth Floor Area B 200' - 4"
Fifth Floor Area B North Tower
213' - 0"
South Roof 218' - 0"
LOW ROOF 753E
219' - 6"
A7 A6 A5.4 A5A8
OBSERVATORY
FLOOR
216' - 1"
SCREEN WALL
PARAPET
238' - 7"
BASEMENT 753E
145' - 6"
PARAPET 753M
171' - 9"
C. ROOF 753
157' - 3"
A
B
D
C
ESub-Basement 753E Entry
133' - 2"
Sub-Basement Area B
134' - 10"
Basement Area B 145' - 6"
First Floor Area B 159' - 5"
Second Floor Area B 175' - 0"
Third Floor Area B 187' - 8"
Fourth Floor Area B 200' - 4"
Fifth Floor Area B North Tower
213' - 0"
South Roof 218' - 0"
LOW ROOF 753E
219' - 6"
AT AS.5 AS BR
1'
4" T
YP
GENERAL NOTES:
1. FOR GENERAL NOTES, ABBREVIATIONS
AND TYPICAL DETAILS SEE SHEETS S-030
THROUGH S-040.
2. FOR OPENING SIZES AND LOCATIONS
COORDINATE WITH ARCHITECTURAL AND
MECHANICAL DRAWINGS.
SHEET
REFERENCE
NUMBER
SHEET OF
D
ES
IG
N
E D
B Y:
D W
N B
Y:
C
H K
BY
S U
BM
IT
TE
D
B Y:
D
AT
E:
S O
LI
C
IT
A
TI
O
N N
O
C O
N
TR
A C
T N
O
FI
LE
N A
M E:
P
LO
TT
E
D B
Y:
S
IZ
E:
P
LO
T D
A
TE
D
AT
E:
D
ES
C
R
IP
TI
O
N
M
AR
K:
A
PP
R
US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
1 2 3 4 5
D
C
B
A
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
N
EW
Y O
R K ht tp w w w
.n an
.u sa ce .a rm y.
m il ar ch ite ct s
- e ng in ee rs pl an ne rs
W
ES
T
N
AT
IO
N
W
ID
E
BL
VD
C O
LU
M
BU
S, O H
IO
4.
4.
fa x
4.
4.
ht tp w w w
.u rs co rp
.c om
SC
IE
N C
E C
EN
TE
R (F
Y1 1-
B
LD
G
U N
IT
ED
S
TA
TE
S
M
IL
IT
AR
Y
AC
AD
EM
Y W
ES
T
PO
IN
T, N
Y
A R
C H
D
PA
R
K
AV
EN
U
E
SO
U
TH
N
EW
Y O
R K, N Y
3-
2.
7.
fa x
2.
9.
w w w
.s tv in c.
co m
W
2D S
-1 0-
D -0
A
P R
IL
3/
/2
2:
:3
P
M
S-231B
BU
IL
D
IN
G S
EC
TI
O N
S
D es ig ne r
A ut ho r
C he ck er
0 4 8 162
SCALE: 1/8" = 1'-0"1 TRANSVERSE SECTION AREA B
PLAN
NORTH
0 4 8 162
SCALE: 1/8" = 1'-0"2
TRANSVERSE SECTION AREA B
SOUTH
146' - 5"
Second Floor 175' - 0"
Sub-Basement Area C
134' - 10"
First Floor 159' - 5"
Third Floor 187' - 8"
Fourth Floor 203' - 5 1/2"
Roof Area C 224' - 5 1/2"
T. HIGH PARAPET
227' - 0 1/2"
Fourth Floor- low 200' - 4"
Low Parapet 176' - 5 1/4"
B13 B12.7 B12 B11.2
B11 B10 B9.8 B9
B8.2 B8
ROOF PLAN AREA
E
169' - 5"
Bottom Chord South 220' - 7 1/2"
B1B2B3B4B5B6B7
Slab below 2nd Fl 173' - 10 1/2"
Lower 3rd FL Slab Area D
186' - 6 1/2"
Lower 4th FL Slab Area D
199' - 2 1/2"
GENERAL NOTES:
1. FOR GENERAL NOTES ABBREVIATIONS
AND TYPICAL DETAILS SEE SHEETS
S-030 THROUGH S-040.
2. COORDINATE OPENING SIZES AND
LOCATIONS WITH ARCHITECTURAL
AND MECHANICAL DRAWINGS, TYP.
A
B
D
C
E
SHEET
REFERENCE
NUMBER
SHEET OF
D
ES
IG
N
E D
B Y:
D W
N B
Y:
C
H K
BY
S U
BM
IT
TE
D
B Y:
D
AT
E:
S O
LI
C
IT
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A
PP
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US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
1 2 3 4 5
D
C
B
A
U .S
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S-231C
BU
IL
D
IN
G S
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TI
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S
AR
EA
C
D es ig ne r
A ut ho r
C he ck er
0 1/2 1 2
SCALE: 1/8" = 1'-0"1 TRANSVERSE SECTION AREA C
Second Floor 175' - 0"
Sub-Basement Area C
134' - 10"
First Floor 159' - 5"
Third Floor 187' - 8"
Fourth Floor 203' - 5 1/2"
Roof Area C 224' - 5 1/2"
HIGH PARAPET
226' - 0 1/4"
T. HIGH PARAPET
227' - 0 1/2"
Fourth Floor- low 200' - 4"
Low Parapet 176' - 5 1/4"
B13 B12.7 B12 B11.2 B11 B10 B9.8 B9 B8.2 B8
Basement Floor Plan Area E
142' - 9 1/2"
Bottom Chord Central
212' - 8"
MECHANICAL 753W
NORTH
215' - 8"
Slab below 2nd Fl 173' - 10 1/2"
Lower 3rd FL Slab Area D
186' - 6 1/2"
Lower 4th FL Slab Area D
199' - 2 1/2"
FOR NEW CONCRETE
FLOOR DIAPHRAGM
SEE DETAILS
ON S-033, TYP
FOR NEW CONCRETE
FLOOR DIAPHRAGM
SEE DETAILS
ON S-033, TYP
FOR NEW CONCRETE
FLOOR DIAPHRAGM
SEE DETAILS
ON S-033, TYP
FOR NEW CONCRETE
FLOOR DIAPHRAGM
SEE DETAILS
ON S-033, TYP
Basement 146' - 5"
Second Floor 175' - 0"
First Floor 159' - 5"
Third Floor 187' - 8"
Fourth Floor 203' - 5 1/2"
Roof Area C 224' - 5 1/2"
Fourth Floor- low 200' - 4"
B13 B12.7 B12 B11.2 B11 B10 B9.8 B9 B8.2 B8
Bottom Chord Central
212' - 8"
MECHANICAL 753W
NORTH
215' - 8"
Slab below 2nd Fl 173' - 10 1/2"
Lower 3rd FL Slab Area D
186' - 6 1/2"
Lower 4th FL Slab Area D
199' - 2 1/2"
FOR NEW CONCRETE
FLOOR DIAPHRAGM
SEE DETAILS
ON S-033, TYP
FOR NEW CONCRETE
FLOOR DIAPHRAGM
SEE DETAILS
ON S-033, TYP
FOR NEW CONCRETE
FLOOR DIAPHRAGM
SEE DETAILS
ON S-033, TYP
FOR NEW CONCRETE
FLOOR DIAPHRAGM
SEE DETAILS
ON S-033, TYP
A
B
D
C
E
GENERAL NOTES:
1. FOR GENERAL NOTES ABBREVIATIONS
AND TYPICAL DETAILS SEE SHEETS
S-030 THROUGH S-040.
2. COORDINATE OPENING SIZES AND
LOCATIONS WITH ARCHITECTURAL
AND MECHANICAL DRAWINGS, TYP.
SHEET
REFERENCE
NUMBER
SHEET OF
D
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IG
N
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B Y:
D W
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C
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BY
S U
BM
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B Y:
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N A
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P
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D B
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P
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D
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D
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C
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IP
TI
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AR
K:
A
PP
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US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
1 2 3 4 5
D
C
B
A
U .S
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M Y
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SCALE: 1/8" = 1'-0"1 TRANSVERSE SECTION AREA D
PLAN
NORTH
SCALE: 1/8" = 1'-0"2 TRANSVERSE SECTION 2 AREA D
Second Floor 175' - 0"
Sub-Basement Area C
134' - 10"
First Floor 159' - 5"
Third Floor 187' - 8"
Fourth Floor 203' - 5 1/2" bottom of structure 214' - 11 1/2"
HIGH PARAPET
226' - 0 1/4"
Mid PARAPET 219' - 5 1/2"
Fourth Floor- low 200' - 4"
B8.2 B8 C4.1 C4 C3 C2 C1.9 C1
Basement Floor Plan Area E
142' - 9 1/2"
ROOF PLAN AREA
E
169' - 5"
Plan at Bottom Chord Area C East
170' - 7 1/2"
MECHANICAL 753W
NORTH
215' - 8"
MECHANICAL 753W
CENTRAL
212' - 8"
MECHANICAL 753W
SOUTH
210' - 4"
Slab below 2nd Fl 173' - 10 1/2"
Lower 3rd FL Slab Area D
186' - 6 1/2"
Lower 4th FL Slab Area D
199' - 2 1/2"
S-551E
GENERAL NOTES:
1. FOR GENERAL NOTES ABBREVIATIONS
AND TYPICAL DETAILS SEE SHEETS
S-030 THROUGH S-040.
2. COORDINATE OPENING SIZES AND
LOCATIONS WITH ARCHITECTURAL
AND MECHANICAL DRAWINGS, TYP.
A
B
D
C
E
SHEET
REFERENCE
NUMBER
SHEET OF
D
ES
IG
N
E D
B Y:
D W
N B
Y:
C
H K
BY
S U
BM
IT
TE
D
B Y:
D
AT
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S O
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C
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A
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N N
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FI
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N A
M E:
P
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D B
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D
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C
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IP
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A
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US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
1 2 3 4 5
D
C
B
A
U .S
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EN
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E
D es ig ne r
A ut ho r
C he ck er
0 1/2 1 2
SCALE: 1/8" = 1'-0"1 TRANSVERSE SECTION AREA E
Sub-Basement 753E Entry
133' - 2"
Sub-Basement Area B
134' - 10"
Basement Area B 145' - 6"
First Floor Area B 159' - 5"
Second Floor Area B 175' - 0"
Third Floor Area B 187' - 8"
Fourth Floor Area B 200' - 4"
Fifth Floor Area B North Tower
213' - 0"
South Roof 218' - 0"
LOW ROOF 753E
219' - 6"
Sixth Floor 225' - 8"
North Tower Roof Area B
242' - 2"AL AK AJ AH AG
AF
OBSERVATORY
FLOOR
216' - 1"
AK.5
ROOF 753E
TOWER SOUTH
226' - 6"
AK.8
A
B
D
C
E
GENERAL NOTES:
1. FOR GENERAL NOTES, ABBREVIATIONS
AND TYPICAL…
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