project eighth of portfolio
DESCRIPTION
Project Eighth of PortfolioTRANSCRIPT
SECOND AVENUE
EA
ST
46T
H S
TR
EE
T
EA
ST
47T
H S
TR
EE
T
2 HAMMARSKJOLD
PLAZA
1S
1S
T
BU
IL
DIN
G
6S
16
S
5S
AL
BA
NO
C
O.
5S
5S
32
S
20
S
317
313
311
309
303
322
316
314
312
306
300
24
S
TU
RT
LE
BA
Y
TO
WE
RS
16S
SH
AR
AN
SK
Y
FR
EE
DO
M P
LA
ZA
NARROW STREET
WID
E S
TR
EE
T
- L
OT
- LOT
BLOCK: 1339
LOT: 7501
ZONING MAP: 8d
WIDE STREET
DRAWING LIST
A-0 PLOT PLAN, SYMBOLS,
DRAWING LIST, ZONING
CALCULATIONS
1"-20'-0"
A-1 NOTES, LEGENDS &
ABBREVIATIONS
A-2 FIRST FLOOR PLAN 1/4"=1'-0"
TYPICAL FLOOR PLAN
(FLOORS 2-15)
1/4"=1'-0"
A-4 STAIR PLANS, SECTIONS
& DETAILS
1/4"=1'-0"
A-5 BUILDING ELEVATIONS 1/4"=1'-0"
A-6 BUILDING SECTIONS 1/4"=1'-0"
CURTAIN WALL DETAILS 1"=1'-0"
A-8 CURTAIN WALL DETAILS 1"=1'-0"
TYPICAL STRUCTURAL
FLOOR PLAN
(FLOORS 2-15)
1/4"=1'-0"
NUMBER / TITLE SCALE
A-3
A-7
S-1
DRAWING SYMBOLS
BRICK IN SECTION
BRICK IN ELEVATION
CONCRETE
CONCRETE BLOCK
STEEL IN SECTION
BATT INSULATION
RIGID INSULTION
GASKET OR CAULK
METAL SIDING
GLASS IN ELEVATION
GYPSUM BOARD
STONE OR GRAVEL
ZONING CALCULATIONS
MAP: 8d
BLOCK: 1339
LOT: 7501
ZONING DISTRICT: C1-9LOT
AREA: 75'-0" X 75'-0" =
5625 SQUARE FEET
FAR: 10
FLOOR AREA: LOT AREA X FAR =
5625 X 10 =
56250 SQUARE FEET
PLOT PLAN
1
Drawing Number:
2004.01 - 2 Hammarskjold Plaza
Project No. & Title:
Drawing Title:
Scale:
Date:
Checked By:
Drawn By:
No. Date: Revision:
KEY PLAN
Life Safety & Code Consultant:
Vertical Transportation Consultant:
Acoustical Consultant:
Lighting Consultant:
2 Hammarskjold
Mechanical & Electrical Engineer:
Structural Engineer:
2 Hammarskjold Plaza
East 46th Street + Second Avenue
New York, New York
Owner:
Architects:
Plaza
ARON CHANG
DRAWING LIST
SYMBOLS
PROF. ZAGAROLI
09.16.09
PLOT PLAN
A-0
ZONING CALCULATIONS
N
2 H
AM
MA
RS
KJO
LD
P
LA
ZA
866 S
EC
ON
D A
VE
NU
E, N
EW
Y
OR
K 10017
AS SHOWN
Milton Naula
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
OTHERWISE INDICATED. THE FLOOR SHALL BE PREPARED PER SPECIFICATIONS
GENERAL NOTES
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING
THESE NOTES WITH ALL TRADES AND FOR OBTAINING ALL REQUIRED
UNLESS OTHERWISE NOTED, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
THE RULES AND REGULATIONS OF THE NEW YORK CITY BUILDING CODE,
PRIOR TO DEC. 6, 19__ (THE OLD CODE), THE OCCUPATIONAL SAFETY
AND HEALTH ADMINISTRATION AND THE AMERICANS' WITH DISABILITIES ACT.
THE OWNER SHALL BE RESPONSIBLE FOR THE SAFE MAINTENANCE OF
THE BUILDING AND ITS FACILITIES (C27-127, C27-128).
ALL MATERIALS, ASSEMBLIES, FORMS AND METHODS OF CONSTRUCTION
AND SERVICE EQUIPMENT SHALL MEET THE FOLLOWING REQUIREMENTS:
IT SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE
OF THE CODE BY THE BOARD OF STANDARDS AND APPEALS, OR
TEST METHODS BY THE COMMISSIONER, OR
APPROVED BY THE BOARD OF STANDARDS AND APPEALS (C27-130).
ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED IN THE WORK
SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE
ASTM SPECIFICATIONS APPLICABLE AND SHALL CONFORM TO THE STANDARDS
AND RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES (ACI, AISC,
ETC.) WHERE APPLICABLE. ALL MATERIALS INCORPORATED INTO THE WORK
ALL MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE
RATING SHALL COMPLY WITH ONE OF THE FOLLOWING:
THEY SHALL CONFORM TO THE U.L. FIRE RESISTANCE DIRECTORY, OR
THEY SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E-119
LATEST EDITION "STANDARD METHODS OF FIRE TESTS OF BUILDING
CONSTRUCTION MATERIALS" AND ACCEPTED BY THE COMMISSIONER, OR
THEY SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE
WHERE PIPES, WIRES, CONDUITS, DUCTS, ETC. PIERCE FIRE PROTECTION
OF INDIVIDUALLY ENCASED STRUCTURAL MEMBERS, SUCH PENETRATION
SHALL NOT EXCEED TWO PERCENT (2%) OF ANY ONE FACE OF SUCH
PROTECTION, AND SHALL BE CLOSED OFF WITH CLOSE FITTING METAL
ESCUTCHEONS OR PLATES (C27-324)-SEE MECHANICAL AND ELECTRICAL
OPENING PROTECTIVES INCLUDING FRAMES, SELF-CLOSING DEVICES AND
HARDWARE SHALL COMPLY WITH THE LATEST EDITION OF ASTM E-152
"STANDARD METHODS OF FIRE TEST OF DOOR ASSEMBLIES" AND ASTM E-163
IN ACCORDANCE WITH NFPA 80 LATEST EDITION "INSTALLATION OF FIRE
DOORS AND WINDOWS". OPENING PROTECTIVES SHALL BE LABELED,
CERTIFYING PERFORMANCE RATING AND SHALL HAVE BEEN ACCEPTED BY
THE COMMISSIONER OR THE BOARD OF STANDARDS AND APPEALS (C27-342).
DUCTS, PIPES AND CONDUITS PASSING THROUGH RATED CONSTRUCTION
SHALL HAVE SPACES NOT EXCEEDING 1/2 INCH PACKED WITH MINERAL
WOOL AND CLOSED OFF WITH CLOSE FITTING METAL ESCUTCHEONS.
AGGREGATE NET AREA OF SUCH OPENING SHALL NOT EXCEED 25 SQUARE
INCHES IN ANY 100 SQUARE FEET OF WALL OR FLOOR AREA, UNLESS
PROTECTED BY RATED SELF-ENCLOSED DEVICES (C27-343)-SEE MECHANICAL
INTERIOR FINISHES: MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE
WITH THE SURFACE FLAMESPREAD RATING OBTAINED AS PRESCRIBED IN
ASTM E-84-1987 "STANDARD METHOD OF TEST FOR SURFACE BURNING
DRAWINGS FOR LOCATION OF PIPES, WIRES, CONDUITS, DUCTS, ETC.
AND ELECTRICAL DRAWINGS FOR LOCATIONS OF DUCTS, PIPES AND CONDUITS.
SHALL HAVE BEEN ACCEPTED FOR USE UNDER THE PRESCRIBED CODE
HANGERS, PURLINS AND RUNNERS AS REQUIRED.
TO BE DUSTPROOF BARRIERS.
OVER SCALED DIMENSIONS.
SUSPENDED CEILINGS SHALL COMPLY WITH C27-350 AND HAVE METAL
WHERE TEMPORARY PARTITIONS ARE USED THEY SHALL BE CONSTRUCTED
FURNISH AND INSTALL DUSTPROOF BARRIERS AT ALL OCCUPIED AREAS
ADJACENT TO NEW WORK. TAKE ALL PRECAUTIONS NECESSARY FOR
PROTECTION OF PERSONS AND PROPERTY AT ALL TIMES.
BUILDING PERMITS AND ALL BUILDING DEPARTMENT INSPECTION APPLICATIONS.
WHERE NEW FLOOR FINISH WORK IS CALLED FOR, THE EXISTING FINISH AND
UNDERLAYMENT SHALL BE REMOVED PER DEMOLITION DRAWINGS, UNLESS
TO RECEIVE THE NEW FINISH. PROVIDE ALL LABOR AND MATERIALS NECESSARY
FOR A LEVEL FINISHED FLOOR FREE OF ANY DEFECTS THAT WOULD BE CAUSED
BY EXISTING SUB-FLOOR CONDITIONS. SEE FINISH SCHEDULE FOR NEW FLOOR
ALL DIMENSIONS AND FIELD CONDITIONS SHALL BE VERIFIED BY THE
GENERAL CONTRACTOR BEFORE ANY NEW WORK IS PERFORMED.
THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY VARIATIONS FROM
THE DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS.
WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE
THE FLOOR FINISHING CONTRACTOR SHALL CORRECT ANY VARIATIONS IN FLOOR
ELEVATIONS WHERE EXISTING PARTITIONS ARE TO BE REMOVED, AND AT NEW DOOR
OBTAINED FROM THE OWNER.
WORK TO BE REMOVED OR RELOCATED.
SELECTED BY THE ARCHITECT.
ALL WORK SCHEDULES SHALL BE REVIEWED WITH THE OWNER AND NO
WORK SHALL COMMENCE UNTIL WRITTEN APPROVAL OF SCHEDULES IS
IN ADDITION TO DEMOLITION WORK SHOWN ON ARCHITECTURAL DRAWINGS,
SEE STRUCTURAL, H.V.A.C., PLUMBING AND ELECTRICAL DRAWINGS FOR OTHER
ALL EXISTING MATERIALS REMOVED BY A CONTRACTOR TO PERFORM NEW
WORK AND/OR TO BE RE-INSTALLED, SHALL BE PROTECTED BY THE CONTRACTOR
AND IF DAMAGED SHALL BE REPLACED AT HIS OWN EXPENSE.
PAINT NEW WORK REQUIRING PAINTING IN COLORS AS SPECIFIED OR
CHARACTERISTICS OF BUILDING MATERIALS" (C27-348, RS5-5).
19.
22.
21.
20.
FINISH WORK.
OPENINGS.
17.
11.
12.
13.
14.
16.
18.
A.
B.
C.
OF THE CODE.
7.
8.
9.
10.
A.
C.
SHALL BE NEW.
B.
2.
1.
3.
4.
5.
6.
AT THE FLOOR LEVEL SHALL BE MAINTAINED CONTINUOUSLY IN EXITS AND THEIR
WITNESSED BY OR UNDER THE DIRECT SUPERVISION OF AN ARCHITECT OR ENGINEER, RETAINED BY
THE OWNER, AND ACCEPTABLE TO THE ARCHITECT OF RECORD. TEST REPORTS AND CERTIFICATES
OF INSPECTION SHALL BE FILED WITH THE BUILDING DEPARTMENT BY THE GENERAL CONTRACTOR.
ALL CONTROL INSPECTIONS SHALL BE COORDINATED BY THE GENERAL CONTRACTOR AND BE
PERFORMED IN A TIMELY MANNER.
36. ALL NEW MECHANICAL AND/OR ELECTRICAL WORK WHICH PENETRATES ANY FIRE RATED
PARTITIONS, OR ANY FLOOR CONSTRUCTION SHALL BE FIRESTOPPED.
A. ENGINEER/INSTALLER VENTILATION CERTIFICATION (27-779)
B. FIRESTOPPING
37. STAIRS, FURRING PIPE SPACES, COLUMN ENCLOSURES, ETC. SHALL BE FIRESTOPPED
AS PER NYC CODE SECTION 27-345, EXCEPT WHERE CONCEALED SPACE IS
FLOORS SHALL NOT BE OVERLOADED WITH CONSTRUCTION MATERIALS BEYOND THAT
BUILDING SECURITY SHALL BE MAINTAINED TO PREVENT UNAUTHORIZED PERSONS
CONSTRUCTION OPERATIONS SHALL NOT INVOLVE INTERRUPTION OF HEATING, WATER OR
ELECTRICAL SERVICES TO THE BUILDING UNLESS PRIOR NOTIFICATION IS MADE TO THE OWNER.
THE STRUCTURAL INTEGRITY OF THE BUILDING SHALL BE PROTECTED AT ALL TIMES
ALL PRECAUTIONS SHALL BE TAKEN IN THE BUILDING TO MAINTAIN FIRE SAFETY DURING
CONSTRUCTION OPERATIONS SHALL NOT BLOCK HALLWAYS OR MEANS OF EGRESS
CONSTRUCTION WORK WILL BE CONFINED TO THE SPACES INDICATED ON THE FLOOR PLAN
WITHIN THE BUILDING. DEBRIS SHALL BE KEPT TO A MINIMUM AND BE REMOVED AFTER
AND WILL NOT CREATE DUST, DIRT OR OTHER SUCH INCONVENIENCES TO OTHER AREAS
SUBSTITUTIONS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR REVIEW PRIOR
TO FORMAL SUBMITTAL. THE ARCHITECT SHALL BE THE SOLE JUDGE ON WHETHER A
ARCHITECT RESERVE THE RIGHT TO REJECT ANY SUBSTITUTIONS.
SUBSTITUTION IS EQUAL TO SPECIFIED WORK OR PRODUCTS. THE OWNER AND THE
43.
44.
45.
PERMITTED BY CODE.
38.
39.
40.
41.
42.
CONSTRUCTION.
SPRINKLERED OR IS CONSTRUCTED AS A SHAFT.
FROM ENTERING THE CONSTRUCTION AREA.
AND SHALL NOT BE DISTURBED.
FROM ANY AREAS OF THE BUILDING.
EACH DAYS WORK IS COMPLETED.
35. THE FOLLOWING ITEMS OF WORK SHALL BE SUBJECT TO CONTROLLED INSPECTION MADE AND
ALL CONTRACTORS SHALL BE RESPONSIBLE FOR MAINTAINING A CONTINUITY OF EXIST.
FACILITIES AND SERVICES DURING THEIR WORK. THE GENERAL CONTRACTOR SHALL
PRIOR TO SUBMISSION OF THEIR BIDS, ALL CONTRACTORS SHALL VISIT THE
JOB SITE TO ASCERTAIN THE ACTUAL FIELD CONDITIONS AND QUANTITIES
AS THEY RELATE TO THE WORK AS INDICATED ON THE DRAWINGS AND
DESCRIBED HEREIN. DISCREPANCIES, IF ANY, SHALL BE BROUGHT TO THE
ARCHITECT'S ATTENTION IN WRITING PRIOR TO SUBMISSION OF THE BID. IF
DISCREPANCIES ARE NOT RESOLVED TO THE CONTRACTORS' SATISFACTION, THEY
SHALL PROVIDE A WRITTEN QUALIFICATION IN THEIR BIDS.
ALL CONTRACTORS SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING
AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE,
COLLAPSE, DISTORTION AND OFF-ALIGNMENT ACCORDING TO APPLICABLE CODES,
STANDARDS & GOOD PRACTICE. THE GENERAL CONTRACTOR SHALL COORDINATE
"BLOCK-UP", "SEAL-UP" AND SIMILAR TERMS. WHEN PATCHING IS REQUIRED IN
INTERCHANGEABLY WITH "FINISH", "REPAIR", "REPLACE", "RESTORE", "FILL-IN",
OR EXTENT OF AN AREA TO BE PATCHED AND MAY BE USED ON THESE DRAWINGS
PATCH (PATCHING) SHALL MEAN AN AREA WHICH WOULD NORMALLY APPEAR RAW,
CUT OR UNFINISHED WHEN COMPARED WITH ADJACENT AREA, AND SHALL BE MADE
TO EXACTLY CONFORM TO AND MATCH ITS ADJACENT AREA. THE TERM "PATCH"
(PATCHING) SHALL NOT BE PRESUMED TO HAVE ANY CONNOTATION OF THE SIZE
CONSTRUCTION NORMALLY COMPOSED OF MORE THAN ONE LAYER SUCH AS LATH
AND PLASTER, BRICK AND BLOCK, ETC., THE MATERIAL IN EACH LAYER (WHETHER
CONCEALED OR NOT) SHALL CONFORM TO THOSE ADJOINING IT IN THAT LAYER.
INCLUDING NEW WORK BY OWNER, OR FURNISHED BY OWNER. SEE ALL DRAWINGS
PATCH, REPAIR, PAINT OR REPLACE TO MATCH EXISTING ALL WORK TO REMAIN
THAT IS DAMAGED OR OTHERWISE AFFECTED BY THE WORK OF THIS CONTRACT
SHALL BE PATCHED TO MATCH EXISTING SURFACES. SEE DEMOLITION, ARCHITECTURAL,
INSTALLATION SHOWN. SURFACES WHICH ARE NOT TO RECEIVE NEW INSTALLATIONS
OR NEW CONSTRUCTION SHALL BE PATCHED AS REQUIRED TO PROPERLY RECEIVE NEW
CUTS, HOLES, DAMAGED OR RAW SURFACES RESULTING FROM REMOVALS, DEMOLITION
TEMPORARY ACCESS DURING CONSTRUCTION OR ANY OTHER INSTALLATIONS SHALL
OPENINGS CUT INTO EXISTING CONSTRUCTION FOR DOORS, ACCESS PANELS,
WHEREVER THE WORD "REPLACE" IS USED, IT SHALL MEAN TO REMOVE EXISTING
ITEM OR CONDITION AND REPLACE IT WITH NEW ITEM AND CONDITION.
"PROVIDE" SHALL MEAN "FURNISH AND INSTALL" WHEREVER THIS WORD IS USED
NON-FIXED FURNITURE, SHELVING, BOOKS AND SUPPLIES FROM SPACES OF CONTRACT
PRIOR TO CONSTRUCTION START, THE OWNER SHALL MOVE ALL EXISTING
COORDINATE THE CONTINUITY OF EXIST. FACILITIES & SERVICES DURING CONSTRUCTION.
BRACING AND PROTECTING OF ALL WORK DURING CONSTRUCTION.
STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ALL REMOVALS.
UNLESS NOTED OR SHOWN OTHERWISE, WHERE PARTITIONS ARE REMOVED
OR RELOCATED, REPAIR OR REPLACE FLOOR, CEILING AND WALLS AS REQUIRED
29.
30.
31.
33.
WORK.
34.
32.
INCLUDING STRUCTURAL, MECHANICAL AND ELECTRICAL.
BE PATCHED TO MATCH EXISTING SURFACES.
ON THESE DRAWINGS OR SPECIFICATIONS.
25.
26.
27.
28.
ACCESS FACILITIES.
TO MATCH ADJACENT SURFACES.
24.
ALL EXITS SHALL BE KEPT READILY ACCESSIBLE AND UNOBSTRUCTED AT
ALL TIMES. ILLUMINATION OF AT LEAST FIVE (5) FOOT CANDLES MEASURED
23.
LEGENDABBREVIATIONS
Drawing Number:
2004.01 - 2 Hammarskjold Plaza
Project No. & Title:
Drawing Title:
Scale:
Date:
Checked By:
Drawn By:
No. Date: Revision:
KEY PLAN
Life Safety & Code Consultant:
Vertical Transportation Consultant:
Acoustical Consultant:
Lighting Consultant:
2 Hammarskjold
Mechanical & Electrical Engineer:
Structural Engineer:
2 Hammarskjold Plaza
East 46th Street + Second Avenue
New York, New York
Owner:
Architects:
Plaza
ARON CHANG
ABBREVIATIONS
PROF. ZAGAROLI
09.16.09
NOTES, LEGEND &
A-1
NOT TO SCALE
Milton Naula
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
26'-7" 22'-7"
9'-4
1
2
"
6'-11"
17'-5
1
2
"
1'-2"
75'-0"
A
1
A' B C D E E'
2
3
4
5
6
22'-7"
9'-1" 8" 7'-8" 8"3"
4'-6
1
2
"
2'-2"
4'-2
1
2
"
3" 3'-1" 1'-10" 6'-0"
1'-4"
1'-11"
19'-5
1
2
"19'-5
1
2
"
8"8"
1'-3" 6'-5" 1'-3"6'-5"2'-0"6'-5"1'-6"
EQ 3'-6" EQ EQ 3'-6" EQ EQ 3'-6" EQ
CLEAR
FLOOR
AREA
- LOT
- LO
T
PASS. ELEV. 1 PASS. ELEV. 2 PASS. ELEV. 3
9'-0
1
2
" 3'-9
1
2
"
8"
11'-4
1
2
" 5'-2
1
2
" 5
1
2
"
1'-2"
25'-6"75'-0"
21R
DOWN
1 HOUR RATED
DOOR TO CELLAR
33R
UP
R
3
'
-
8
"
8'-4"
3'-0"
1'-7"
11"
4'-0
1
2
"
3'-2"
3'-2"
2'-4
1
2
"
4'-6"
6'-1"
CLEAR
FLOOR
AREA
5
'-0
"
21R
DOWN
1 HOUR RATED
DOOR TO CELLAR
33R
UP
1'-4"2'-9"2'-3"3'-2"2'-5"8"
1'-4"
4'-0"
1'-11"11'-11"
12'-1
1
2
"
6'-0"
10'-3
1
2
"
1'-11"
1'-9"1'-7"
5
'
-
0
"
6
'
-
0
"
1
'
-
0
"
2'-10"
6'-0"
3'-3"
6'-0"
5
'
-
0
"
5
'
-
0
"
6
'
-
0
"
1
'
-
0
"
5
'
-
0
"
1'-7"4'-0"4'-0" 1'-9"
1
'
-
0
"
1
'
-
0
"
13'-6
1
2
"
HANDICAP RAMP DOWN
1:12 SLOPE
5'-0"
6'-8"12'-0"
8'-6
1
2
"
1'-11"
4'-11"
1'-8"
1'-3"
2'-9
1
2
"
2'-4"
1'-8
1
2
"
+ 0'-0"
FIN. FLOOR
- 1'-5"
SIDEWALK
- 2'-0"
SIDEWALK
- 1'-0"
SIDEWALK
+ 0'-0"
FIN. EL.
SHARANSKY
FREEDOM
PLAZA
LAWN
+ 0'-0"
FIN. FLOOR
EXISTING
BUILDING
R3'-8"
Drawing Number:
2004.01 - 2 Hammarskjold Plaza
Project No. & Title:
Drawing Title:
Scale:
Date:
Checked By:
Milton Naula
No. Date: Revision:
KEY PLAN
Life Safety & Code Consultant:
Vertical Transportation Consultant:
Acoustical Consultant:
Lighting Consultant:
2 Hammarskjold
Mechanical & Electrical Engineer:
Structural Engineer:
2 Hammarskjold Plaza
East 46th Street + Second Avenue
New York, New York
Owner:
Architects:
Plaza
ARON CHANG
PLAN
PROF. ZAGAROLI
09.16.09
FIRST
A-2
FLOOR
1/4" = 1'-0"
Drawn By:
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
26'-7" 22'-7"
9'-4
1
2
"
6'-11"
17'-5
1
2
"
1'-2"
75'-0"
75'-0"
A
1
A' B C D E E'
2
3
4
5
6
1'-7
1
2
"
22'-7"
9'-1" 8" 7'-8" 8"3"
4'-6
1
2
"
2'-2"
4'-2
1
2
"
3" 3'-1" 1'-10" 5'-2"
3'-8
1
2
"
6'-0" 5'-2" 1'-9" 8'-4" 5'-1"
4'-0"
4'-0"
5'-1"
1'-4"1'-4" 8"
5
1
2
"
2" 1'-11"
19'-5
1
2
"19'-5
1
2
"
8"8"
1'-3" 6'-5" 1'-3"6'-5"2'-0"6'-5"1'-6"
EQ 3'-6" EQ EQ 3'-6" EQ EQ 3'-6" EQ
6'-5
1
2
"
8"3'-9"
5'-0"
3'-0"
CLEAR
FLOOR
AREA
5
'-0
"
CLEAR
FLOOR
AREA
CLEAR
FLOOR
AREA
1'-6"
5
'-0
"
CLEAR
FLOOR
AREA
R
3
'
-
8
"
R
3
'
-
8
"
- LOT
- LO
T
5'-0
1
2
"
8"7'-1"
1'-4"
HC
ACCESSIBLE
HC
ACCESSIBLE
1 HOUR RATED CORRIDOR
PARTITIONS FOR
MULTI-TENANT OCCUPANCY
MECHANICAL UNIT
2'-0"
2'-0"
18R
UP
18R
DOWN
18R
UP
18R
DOWN
3'-10
1
2
"5"
4'-0"
PASS. ELEV. 1 PASS. ELEV. 2 PASS. ELEV. 3
R
3
'
-
8
"
R
3
'-
8
"
Drawing Number:
2004.01 - 2 Hammarskjold Plaza
Project No. & Title:
Drawing Title:
Scale:
Date:
Checked By:
Drawn By:
No. Date: Revision:
KEY PLAN
Life Safety & Code Consultant:
Vertical Transportation Consultant:
Acoustical Consultant:
Lighting Consultant:
2 Hammarskjold
Mechanical & Electrical Engineer:
Structural Engineer:
2 Hammarskjold Plaza
East 46th Street + Second Avenue
New York, New York
Owner:
Architects:
Plaza
ARON CHANG
PLAN
PROF. ZAGAROLI
09.23.09
TYPICAL FLOOR
A-3
(FLOORS 2-15)
1/4" = 1'-0"
Milton Naula
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
A
1
A'
2
FIRST FLOOR PLAN-FIRE STAIR #1
6
8"5'-0"5"3'-8"
5 TREADS @ 9-1/2" EA.
15R
DOWN
33R
UP
FURRED
PARTITION
4" BRICK
4" CAVITY
8" C.M.U.
4"X4" NEWEL
POST W/ CAP
1 HOUR RATED
DOOR TO
CELLAR
R
3
'-
8
"
TYPICAL FLOOR PLAN-FIRE STAIR #2
3
1
2
E E'
9'-4
1
2
"
8" 3'-9"
9 TREADS @ 9-1/3" EA.
3'-9
1
2
"
18R
DOWN
R
3
'-
8
"R
3
'-
8
"
18R
UP
FURRED
PARTITION
4" BRICK
4" CAVITY
8" CONCRETE
BLCOK
4"X4" NEWEL
POST W/ CAP
1-1/2" NOM.
STEEL PIPE
HANDRAIL
22R
DOWN
8" C.M.U.
3'-8"4"
12 TREADS @ 9-1/2" EA.
4" BRICK
4" CAVITY
1-1/2" NOM.
STEEL PIPE
HANDRAIL
FURRED PARTITION
4"x4" NEWEL
POST W/ CAP
11R
UP
MIDSTAIR FLOOR #1
5
A A' B
1
2
R
3
'-
8
"
R
3
'
-
8
"
10 TREADS @ 9-1/2" EA.
E E'
FIRST FLOOR PLAN-FIRE STAIR #2
8
R
3
'-
8
"
1
2
8" 5'-0" 5" 3'-8"
5 TREADS @ 9-1/2" EA.
15R
DOWN
33R
UP
1 HOUR RATED
DOOR TO
CELLAR
9 THREADS @ 9-1/2" EA.
FURRED
PARTITION
4" BRICK
4" CAVITY
8" CONCRETE
BLCOK
4"X4" NEWEL
POST W/ CAP
1-1/2" NOM.
STEEL PIPE
HANDRAIL
A A' B C
SL
AB
O
N 2
-1
/2
"
ME
TA
L D
EC
K
TO
G
RA
DE
CELLAR
1ST FLOOR
2ND FLOOR
3RD FLOOR
STAIR#1 N-S SECTION, LOOKING EAST
1
LANDING
LANDING
LANDING
LANDING
8" CMU WALL
W18X 119
W/2" SPRAY-ON
FIREPROOFING
1 HOUR RATED
PARTITION
POURED
IN PLACE
CONCRETE
FOUNDATION
WALL
DOOR TO
CELLAR
(BEHIND)
B
1
2
3
TYPICAL FLOOR PLAN-FIRE STAIR #1
2
R
3
'-
8
"
18R
UP
DOWN
R
3
'
-
8
"
9'-4
1
2
"
6'-11"
3'-8"
9 T
RE
AD
S @
9-1/2" E
A.
4'-10"
FURRED PARTITION
4" BRICK
4" CAVITY
8" CONCRETE BLCOK
4"X4" NEWEL
POST W/ CAP
1-1/2" NOM.
STEEL PIPE
HANDRAIL
9 TREADS @ 9-1/2" EA.
3'-8"4"
6 TREADS @ 9-1/2" EA.
FURRED
PARTITION
8" C.M.U.
4" BRICK
4" CAVITY
4"x4" NEWEL
POST W/ CAP
A A' B
1
2
R
3
'-
8
"
20R
UP
R
3
'-
8
"
8'-8"
CELLAR FLOOR PLAN-FIRE STAIR #1
7
4"X4" NEWEL
POST W/ CAP
1-1/2" NOM. STEEL
PIPE HANDRAIL
GRIND ALL WELDS
SMOOTH-TYP.
STEEL CLOSURE
PLATE
3" MIN. FILLED
STEEL PAN
C8X11.5 HEADER
CHANNEL WITH PLATE
S12 GA. SHEET
STEEL PLATE
2" MIN. CONC.
FILLED STEEL
PAN TREADS
STEEL SUBTREAD
+ RISER
1
1
2
X 1
1
2
X
1
8
" STEEL ANGLE
SUPPORTS WELD TO
STRINGER PAN AND RISER
8" CMU
(2 HOUR RATED)
FOR TREAD + RISER DIMENSIONS - SEE
PLANS + SECTIONS
GENERAL NOTES
SECTION AT LANDING
4
Drawing Number:
2004.01 - 2 Hammarskjold Plaza
Project No. & Title:
Drawing Title:
Scale:
Date:
Checked By:
Drawn By:
No. Date: Revision:
KEY PLAN
Life Safety & Code Consultant:
Vertical Transportation Consultant:
Acoustical Consultant:
Lighting Consultant:
2 Hammarskjold
Mechanical & Electrical Engineer:
Structural Engineer:
2 Hammarskjold Plaza
East 46th Street + Second Avenue
New York, New York
Owner:
Architects:
Plaza
ARON CHANG
SECTIONS
PROF. ZAGAROLI
09.23.09
STAIR PLANS,
A-4
DETAILS
AS SHOWN
Milton Naula
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
TO
P O
F W
AT
ER
T
AN
K
EL
. 2
10
'-1
1"
TO
P O
F C
OP
IN
G
EL
. 1
96
'-1
1"
RO
OF
S
LA
B
6T
H F
LO
OR
EL
. 6
6'-1
1"
4T
H F
LO
OR
EL
. 4
3'-1
1"
3R
D F
LO
OR
EL
. 3
2'-5
"
2N
D F
LO
OR
EL
. 2
0'-1
1"
5T
H F
LO
OR
EL
. 5
5'-5
"
GR
AD
E
EL
. 0
'-0
"
CE
LL
AR
F
LO
OR
EL
. 1
2'-8
"
OP
EN
B
EL
OW
C
OO
LIN
G
TO
WE
R F
OR
A
IR
IN
TA
KE
75
'-0
"
WE
ST
E
LE
VA
TIO
N
SC
ALE
3/32" =
1'-0"
GR
AD
E V
AR
IE
S
75
'-0
"
NO
RT
H E
LE
VA
TIO
N
SC
ALE
3/32" =
1'-0"
TYPICAL
ME
TA
L L
OU
VE
R
PU
MP
R
OO
M
DO
OR
BU
LK
HE
AD
DO
OR
ME
TA
L L
OU
VE
R
FA
CE
B
RIC
K
PR
OP
ER
TY
L
IN
E
LIG
HT
WE
IG
HT
PR
EC
AS
T
CO
NC
RE
TE
PA
NE
L S
YS
TE
M
RA
IL
S
1-1
/4
" D
IA
.
TY
PIC
AL
3'-0"
4'-1
"
4'-0
1
2
"
4'-1
"
PR
OP
ER
TY
L
IN
E
BU
LK
HE
AD
D
OO
R
ME
TA
L L
OU
VE
R
FA
CE
B
RIC
K
ST
EE
L L
AD
DE
R
FO
RC
OO
LIN
G
TO
WE
R
ST
ON
E C
OP
IN
G
ON
P
AR
AP
ET
W
/
PR
EC
AS
T
CO
NC
RE
TE
P
AN
EL
FA
CIN
G
LIG
HT
WE
IG
HT
GR
AN
IT
E S
TO
NE
VE
NE
ER
P
AN
EL
CU
RT
AIN
W
AL
L
AL
UM
.
MU
LL
IO
N
TY
PIC
AL
PR
OP
ER
TY
L
IN
E
SP
AN
DR
EL
GL
AS
S (T
YP
.)
CL
EA
R
IN
SU
LA
TE
D
GL
AS
S (T
YP
.)
LIG
HT
WE
IG
HT
GR
AN
IT
E S
TO
NE
VE
NE
ER
P
AN
EL
CU
RT
AIN
W
AL
L
8T
H F
LO
OR
EL
. 8
9'-1
1"
7T
H F
LO
OR
EL
. 7
8"-5
"
FL
AS
HIN
G
ME
TA
L L
OU
VE
R
TY
PIC
AL
O
N
NO
RT
H E
LE
V.
9"-0
" A
BO
VE
F
LO
OR
FA
CE
B
RIC
K
TY
PIC
AL
O
N
NO
RT
H &
SO
UT
H
EL
EV
AT
IO
N
ST
EE
L L
AD
DE
R
PR
OP
ER
TY
L
IN
E
ME
TA
L L
OU
VE
R
16
G
A. A
LU
MIN
UM
SID
IN
G
6" S
TO
RE
FR
ON
T
RE
VO
LV
IN
G
DO
OR
MA
RB
LE
S
TO
NE
PA
NE
L O
N C
.M
.U
.
GR
AD
E V
AR
IE
S
LIG
HT
WE
IG
HT
PR
EC
AS
T
CO
NC
RE
TE
PA
NE
L S
YS
TE
M
9T
H F
LO
OR
EL
. 1
01
'-5
"
10
TH
F
LO
OR
EL
. 1
12
'-1
1"
11
TH
F
LO
OR
EL
. 1
24
'-5
"
12
TH
F
LO
OR
EL
. 1
35
'-1
1"
13
TH
F
LO
OR
EL
. 1
47
'-5
"
14
TH
F
LO
OR
EL
. 1
58
'-1
1"
15
TH
F
LO
OR
EL
. 1
70
'-5
"
3'-8"
EL
. 1
81
'-1
1"
- LO
T
TYPICAL
AA
'B
CD
E'
E1
23
45
6
Drawing Number:
2004.01 - 2 Hammarskjold Plaza
Project No. & Title:
Drawing Title:
Scale:
Date:
Checked By:
Drawn By:
No. Date: Revision:
KEY PLAN
Life Safety & Code Consultant:
Vertical Transportation Consultant:
Acoustical Consultant:
Lighting Consultant:
2 Hammarskjold
Mechanical & Electrical Engineer:
Structural Engineer:
2 Hammarskjold Plaza
East 46th Street + Second Avenue
New York, New York
Owner:
Architects:
Plaza
ARON CHANG
ELEVATIONS
PROF. ZAGAROLI
09.23.09
BUILDING
A-5
3/32" = 1'-0"
Milton Naula
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
TO
P O
F W
AT
ER
T
AN
K
EL
. 2
10
'-1
1"
TO
P O
F C
OP
IN
G
EL
. 1
96
'-1
1"
RO
OF
S
LA
B
6T
H F
LO
OR
EL
. 6
6'-1
1"
4T
H F
LO
OR
EL
. 4
3'-1
1"
3R
D F
LO
OR
EL
. 3
2'-5
"
2N
D F
LO
OR
EL
. 2
0'-1
1"
5T
H F
LO
OR
EL
. 5
5'-5
"
GR
AD
E
EL
. 0
'-0
"
CE
LL
AR
F
LO
OR
EL
. 1
2'-8
"
OP
EN
B
EL
OW
C
OO
LIN
G
TO
WE
R F
OR
A
IR
IN
TA
KE
LO
NG
IT
UD
IN
AL
S
EC
TIO
N - L
OO
KIN
G E
AS
T
SC
ALE
3/32" =
1'-0"
GR
AD
E V
AR
IE
S
CR
OS
S S
EC
TIO
N - L
OO
KIN
G S
OU
TH
SC
ALE
3/32" =
1'-0"
ME
TA
L
LO
UV
ER
ME
TA
L L
OU
VE
R
FA
CE
B
RIC
K
8T
H F
LO
OR
EL
. 8
9'-1
1"
7T
H F
LO
OR
EL
. 7
8"-5
"
FL
AS
HIN
G
9T
H F
LO
OR
EL
. 1
01
'-5
"
10
TH
F
LO
OR
EL
. 1
12
'-1
1"
11
TH
F
LO
OR
EL
. 1
24
'-5
"
12
TH
F
LO
OR
EL
. 1
35
'-1
1"
13
TH
F
LO
OR
EL
. 1
47
'-5
"
14
TH
F
LO
OR
EL
. 1
58
'-1
1"
15
TH
F
LO
OR
EL
. 1
70
'-5
"
EL
. 1
81
'-1
1"
- LO
T
CO
OL
IN
G T
OW
ER
MA
CH
IN
E
R
OO
M
PU
MP
RO
OM
ST
ON
E C
OP
IN
G
ON
P
AR
AP
ET
W
/
PR
E-C
AS
T
CO
NC
RE
TE
P
AN
EL
FA
CIN
G
4" SLAB O
N M
ETAL
DECK &
SLO
PIN
G
RIG
ID
IN
SU
LATIO
N
SPAN
DREL
GLASS (TYP.)
IN
SU
LATED
GLASS (TYP.)
CARPET FIN
ISH
ON
FLO
OR
SU
SPEN
DED
ACO
USTIC TILE
CEILIN
G (TYP.)
6" ALU
MIN
UM
STO
RE FRO
NT
PRECAST
TERRAZO
O
N
SITTIN
G W
ALL
FACIN
G
DAM
PPRO
OFIN
G
16" FO
UN
DATIO
N
WALL
4" CO
NCRETE SLAB
ON
G
RAD
E
PRO
PERTY LIN
E
W18X119 W
/
2" FIREPRO
OFIN
G
(TYP.)
FIRESTO
PPIN
G
AA
'B
CD
E'
E1
23
45
6
6" SLAB O
N
METAL D
ECK
(TYP.)
W18X119 W
/
2" FIREPRO
OFIN
G
(TYP.)
DAM
PPRO
OFIN
G
16" FO
UN
DATIO
N
WALL
4" CO
NC. SLAB
ON
G
RAD
E
W14X342 W
/
2" FIREPRO
OFIN
G
(TYP.)
SPAN
DREL G
LASS
(TYP.)
CLEAR IN
SU
LATED
GLASS (TYP.)
FIRESTO
PPIN
G
CO
NTAIN
ED
IN
STAIN
LESS
STEEL CLO
SU
RE
(TYP.)
6" SLAB O
N
METAL D
ECK
(TYP.)
PRECAST
TERRAZO
O
N
SITTIN
G W
ALL
FACIN
G
SU
SPEN
DED
ACO
USTIC TILE
CEILIN
G (TYP.)
CARPET FIN
ISH
ON
FLO
OR
PRO
PERTY LIN
E
16 G
A. ALU
MIN
UM
SID
IN
G
STEEL LAD
DER
STEEL LAD
DER
IN
SID
E PU
MP
RO
OM
CEM
EN
TIO
US BEAM
IN
ELEV. SH
AFT
WITH
OU
T CEILIN
G
(TYP.)
CAVITY W
ALL -
4" BRICK,
4" AIRSPACE,
8" C.M
.U
.
CERAM
IC TILE O
N
FLO
OR &
W
ALL
W14X342 W
/
2" FIREPRO
OFIN
G
(TYP.)
5/8" G
YPSU
M
BO
ARD
W
/ 2-5/8"
METAL STU
D (TYP.)
SU
SPEN
DED
PERFO
RATED
M
ETAL
PAN
CEILIN
G
DAM
PPRO
OFIN
G
16" FO
UN
DATIO
N
WALL
4" CO
NCRETE SLAB
ON
G
RAD
E
PRO
PERTY LIN
E
WATER TAN
K
8" C.M
.U
.
BLO
ACK W
ALL
STEEL LAD
DER
IN
SID
E PU
MP RO
OM
- LO
T
Drawing Number:
2004.01 - 2 Hammarskjold Plaza
Project No. & Title:
Drawing Title:
Scale:
Date:
Checked By:
Drawn By:
No. Date: Revision:
KEY PLAN
Life Safety & Code Consultant:
Vertical Transportation Consultant:
Acoustical Consultant:
Lighting Consultant:
2 Hammarskjold
Mechanical & Electrical Engineer:
Structural Engineer:
2 Hammarskjold Plaza
East 46th Street + Second Avenue
New York, New York
Owner:
Architects:
Plaza
ARON CHANG
SECTIONS
PROF. ZAGAROLI
09.23.09
BUILDING
A-6
3/32" = 1'-0"
Milton Naula
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
CORNER
CONCRETE PANEL
ALUMINUM "T"
2" RIGID INSULATION
8" C.M.U.
2" PRECAST
CONRETE PANEL
A', E
3
PLAN SECTION-OUTSIDE DETAIL
1
3-5/8" METAL STUD
@ 16" O.C.
5/8" G.W.B.
METAL VERTICAL
LOUVRE GRILL
2" PRECAST
CONCRETE PANEL
ALUMINUM "T"
2" RIGID
INSULATION
8" C.M.U.
8" C.M.U.
3-5/8" METAL
STUD 16" O.C.
5/8" G.W.B.
PLAN SECTION-INSIDE CORNER
2
INTERIOR COLUMN DETAIL
3
2 LAYERS OF
5/8" GYPSUM BOARD
W24 X 117 W/2"
FIREPROOFING
2-1/2" METAL STUDS
C, D
4, 5
2" RIGID INSULATION
FLASHING
SHELF ANGLE
COMPRESSABLE
FILLER
8" C.M.U.
2" PRECAST
CONCRETE PANEL
6" WIDE STEEL
SEISMIC CUP
3-5/8" METAL STUD
5/8" G.W.B.
PENCIL ROD
6" CONCRETE SLAB
1/2" REBAR
C
4
VERTICAL SECTION THROUGH FLOOR SLAB
4
METAL COPING
DRIP
2"X4" WOOD
BLOCKING
METAL CLIPS
1/2" REBAR
FLASHING
SHELF ANGLE
3-5/8" METAL STUD
2" RIGID INSULATION
2" PRECAST CONCRETE
PANEL
DRIP
SHEET METAL
CANT STRIP
2" RIGID INSULATION
EXT. G.W.B.
VERTICAL SECTION THROUGH PARAPET
5
6
2" RIGID INSULATION
FLASHING
SHELF ANGLE
2" PRECAST
CONCRETE PANEL
3-5/8" METAL STUD
6" FLOOR SLAB
5/8" G.W.B.
SOFFIT CONDITION
6
6
Drawing Number:
2004.01 - 2 Hammarskjold Plaza
Project No. & Title:
Drawing Title:
Scale:
Date:
Checked By:
Drawn By:
No. Date: Revision:
KEY PLAN
Life Safety & Code Consultant:
Vertical Transportation Consultant:
Acoustical Consultant:
Lighting Consultant:
2 Hammarskjold
Mechanical & Electrical Engineer:
Structural Engineer:
2 Hammarskjold Plaza
East 46th Street + Second Avenue
New York, New York
Owner:
Architects:
Plaza
ARON CHANG
DETAILS
CURTAIN WALL
A-7
1" = 1'-0"
09.23.09 Milton Naula
Professor: Combs
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
1'-2"
5
1
2
" 13'-9
1
2
"
26'-7" 22'-7"
5
1
2
"
1'-2"
1'-2"
9'-4
1
2
"
6'-11"
17'-5
1
2
"19'-5
1
2
"19'-5
1
2
"
1'-2"
75'-0"
75'-0"
W18 x 119
W14 x 145
W14 x 342
W18 x 119
W18 x 119
W18 x 119
W1
8 x 119
W14 x 145
W14 x 145
W14 x 342
W14 x 99
W14 x 99
W14 x 99
W14 x 99
W14 x 99W14 x 99
W14 x 99
W14 x 99
W14 x 99
W14 x 99
W30 x 108 W30 x 108
W30 x 108 W30 x 108
W24 x 117 W24 x 117
W24 x 117 W24 x 117
A
1
A' B C D EE'
2
3
4
5
6
THREE 3" CONDUIT
FOR ELECTRICAL
RISERS
THREE 3" CONDUIT
FOR DATA/
TELECOM RISERS
PIPE CHASE PIPE CHASE
W18 x 119
W18 x 119
W18 x 119
W18 x 119
W18 x 119
W18 x 119
W18 x 119
W18 x 119
W18 x 119
W18 x 119
W18 x 119
W18 x 119
W18 x 119
W18 x 119
W18 x 119
W18 x 119
W18 x 119
W18 x 119
W18 x 119
W18 x 119
W18 x 119
W18 x 119
W18 x 119
W18 x 119
W18 x 119
W18 x 119
W14 x 145 W14 x 145
W14 x 145 W14 x 145 W14 x 145
W14 x 145 W14 x 145 W14 x 145
W14 x 145
W14 x 145
W14 x 145
W1
8 x 119
W1
8 x 119
W1
8 x 119
W1
8 x 119
W18 x 119
W1
8 x 119
- LO
T
W14 x 99 W14 x 99 W14 x 99 W14 x 99
8'-9
1
2
"
- LOT
Drawing Number:
2004.01 - 2 Hammarskjold Plaza
Project No. & Title:
Drawing Title:
Scale:
Date:
Checked By:
Drawn By:
No. Date: Revision:
KEY PLAN
Life Safety & Code Consultant:
Vertical Transportation Consultant:
Acoustical Consultant:
Lighting Consultant:
2 Hammarskjold
Mechanical & Electrical Engineer:
Structural Engineer:
2 Hammarskjold Plaza
East 46th Street + Second Avenue
New York, New York
Owner:
Architects:
Plaza
ARON CHANG
FLOOR PLAN
PROF. ZAGAROLI
TYPICAL STRUCTURAL
S-1
(FLOORS 2-15)
1/4" = 1'-0"
09.16.09 Milton Naula
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT