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PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

2 Hammarskjold Plaza

316

32S

322

317 313

5S

DRAWING SYMBOLS BRICK IN SECTION

Architects: ARON CHANG

BRICK IN ELEVATION

Structural Engineer:

CONCRETE BLOCK

314

311

5S

Mechanical & Electrical Engineer:

Life Safety & Code Consultant:

STEEL IN SECTION Lighting Consultant:

312

EAST 46TH STREET

BATT INSULATION Acoustical Consultant:

GASKET OR CAULK Vertical Transportation Consultant:

METAL SIDING GLASS IN ELEVATION GYPSUM BOARD No.

Date:

Revision:

306

STONE OR GRAVEL

303

6S

TURTLE BAY TOWERS

RIGID INSULTION

24S

ALBANO CO.

16S

SHARANSKY FREEDOM PLAZA

309

EAST 47TH STREET

16S

BLOCK: 1339 LOT: 7501 ZONING MAP: 8d

20S 300

2 HAMMARSKJOLD PLAZA

- LOT

DRAWING LIST

1S 1ST BUILDING

- LOT NARROW STREET

NUMBER / TITLE A-0 PLOT PLAN, SYMBOLS, DRAWING LIST, ZONING CALCULATIONS A-1 NOTES, LEGENDS & ABBREVIATIONS A-2 FIRST FLOOR PLAN A-3 TYPICAL FLOOR PLAN (FLOORS 2-15) A-4 STAIR PLANS, SECTIONS & DETAILS A-5 BUILDING ELEVATIONS A-6 BUILDING SECTIONS A-7 CURTAIN WALL DETAILS A-8 CURTAIN WALL DETAILS S-1 TYPICAL STRUCTURAL FLOOR PLAN (FLOORS 2-15)

SCALE 1"-20'-0"

1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" 1"=1'-0" 1"=1'-0" 1/4"=1'-0"

WIDE STREET

KEY PLAN

SECOND AVENUE

WIDE STREET

866 SECOND AVENUE, NEW YORK 10017

CONCRETE

N

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

Date: 09.16.09

Drawn By: Milton Naula

Scale: AS SHOWN

Checked By: PROF. ZAGAROLI

Project No. & Title: 2004.01 - 2 Hammarskjold Plaza

Drawing Title:

PLOT PLAN SYMBOLS DRAWING LIST ZONING CALCULATIONS

Drawing Number:

1

PLOT PLAN

A-0 PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

2 HAMMARSKJOLD PLAZA

Owner: 2 Hammarskjold Plaza

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

5S

East 46th Street + Second Avenue New York, New York


PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

2 Hammarskjold Plaza GENERAL NOTES 1.

2.

THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THESE NOTES WITH ALL TRADES AND FOR OBTAINING ALL REQUIRED BUILDING PERMITS AND ALL BUILDING DEPARTMENT INSPECTION APPLICATIONS. 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.

3.

THE OWNER SHALL BE RESPONSIBLE FOR THE SAFE MAINTENANCE OF THE BUILDING AND ITS FACILITIES (C27-127, C27-128).

4.

ALL MATERIALS, ASSEMBLIES, FORMS AND METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT SHALL MEET THE FOLLOWING REQUIREMENTS:

23.

24.

26.

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.

27.

6.

28.

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 C. THEY SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE.

8.

9.

10.

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 DRAWINGS FOR LOCATION OF PIPES, WIRES, CONDUITS, DUCTS, ETC. 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 AND ELECTRICAL DRAWINGS FOR LOCATIONS OF DUCTS, PIPES AND CONDUITS. 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 CHARACTERISTICS OF BUILDING MATERIALS" (C27-348, RS5-5).

11.

SUSPENDED CEILINGS SHALL COMPLY WITH C27-350 AND HAVE METAL HANGERS, PURLINS AND RUNNERS AS REQUIRED.

12.

WHERE TEMPORARY PARTITIONS ARE USED THEY SHALL BE CONSTRUCTED TO BE DUSTPROOF BARRIERS.

13.

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.

14.

WHERE NEW FLOOR FINISH WORK IS CALLED FOR, THE EXISTING FINISH AND UNDERLAYMENT SHALL BE REMOVED PER DEMOLITION DRAWINGS, UNLESS OTHERWISE INDICATED. THE FLOOR SHALL BE PREPARED PER SPECIFICATIONS 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 FINISH WORK.

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 BRACING AND PROTECTING OF ALL WORK DURING CONSTRUCTION. 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 OR EXTENT OF AN AREA TO BE PATCHED AND MAY BE USED ON THESE DRAWINGS INTERCHANGEABLY WITH "FINISH", "REPAIR", "REPLACE", "RESTORE", "FILL-IN", "BLOCK-UP", "SEAL-UP" AND SIMILAR TERMS. WHEN PATCHING IS REQUIRED IN 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.

29.

PATCH, REPAIR, PAINT OR REPLACE TO MATCH EXISTING ALL WORK TO REMAIN THAT IS DAMAGED OR OTHERWISE AFFECTED BY THE WORK OF THIS CONTRACT INCLUDING NEW WORK BY OWNER, OR FURNISHED BY OWNER. SEE ALL DRAWINGS INCLUDING STRUCTURAL, MECHANICAL AND ELECTRICAL.

30.

CUTS, HOLES, DAMAGED OR RAW SURFACES RESULTING FROM REMOVALS, DEMOLITION OR NEW CONSTRUCTION SHALL BE PATCHED AS REQUIRED TO PROPERLY RECEIVE NEW INSTALLATION SHOWN. SURFACES WHICH ARE NOT TO RECEIVE NEW INSTALLATIONS SHALL BE PATCHED TO MATCH EXISTING SURFACES. SEE DEMOLITION, ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ALL REMOVALS.

31.

OPENINGS CUT INTO EXISTING CONSTRUCTION FOR DOORS, ACCESS PANELS, TEMPORARY ACCESS DURING CONSTRUCTION OR ANY OTHER INSTALLATIONS SHALL BE PATCHED TO MATCH EXISTING SURFACES.

32.

WHEREVER THE WORD "REPLACE" IS USED, IT SHALL MEAN TO REMOVE EXISTING ITEM OR CONDITION AND REPLACE IT WITH NEW ITEM AND CONDITION.

33.

"PROVIDE" SHALL MEAN "FURNISH AND INSTALL" WHEREVER THIS WORD IS USED ON THESE DRAWINGS OR SPECIFICATIONS.

34.

PRIOR TO CONSTRUCTION START, THE OWNER SHALL MOVE ALL EXISTING NON-FIXED FURNITURE, SHELVING, BOOKS AND SUPPLIES FROM SPACES OF CONTRACT WORK.

ABBREVIATIONS

Owner: 2 Hammarskjold Plaza

Architects: ARON CHANG

Structural Engineer:

Mechanical & Electrical Engineer:

Life Safety & Code Consultant:

Lighting Consultant:

Acoustical Consultant:

Vertical Transportation Consultant:

No.

Date:

Revision:

35. THE FOLLOWING ITEMS OF WORK SHALL BE SUBJECT TO CONTROLLED INSPECTION MADE AND 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.

A. ENGINEER/INSTALLER VENTILATION CERTIFICATION (27-779) B. FIRESTOPPING

36. ALL NEW MECHANICAL AND/OR ELECTRICAL WORK WHICH PENETRATES ANY FIRE RATED PARTITIONS, OR ANY FLOOR CONSTRUCTION SHALL BE FIRESTOPPED. 37. STAIRS, FURRING PIPE SPACES, COLUMN ENCLOSURES, ETC. SHALL BE FIRESTOPPED AS PER NYC CODE SECTION 27-345, EXCEPT WHERE CONCEALED SPACE IS SPRINKLERED OR IS CONSTRUCTED AS A SHAFT. KEY PLAN

16.

THE FLOOR FINISHING CONTRACTOR SHALL CORRECT ANY VARIATIONS IN FLOOR ELEVATIONS WHERE EXISTING PARTITIONS ARE TO BE REMOVED, AND AT NEW DOOR OPENINGS.

17.

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.

19. 20.

21.

22.

CONSTRUCTION WORK WILL BE CONFINED TO THE SPACES INDICATED ON THE FLOOR PLAN AND WILL NOT CREATE DUST, DIRT OR OTHER SUCH INCONVENIENCES TO OTHER AREAS WITHIN THE BUILDING. DEBRIS SHALL BE KEPT TO A MINIMUM AND BE REMOVED AFTER EACH DAYS WORK IS COMPLETED.

39.

CONSTRUCTION OPERATIONS SHALL NOT BLOCK HALLWAYS OR MEANS OF EGRESS FROM ANY AREAS OF THE BUILDING.

40.

ALL PRECAUTIONS SHALL BE TAKEN IN THE BUILDING TO MAINTAIN FIRE SAFETY DURING CONSTRUCTION.

WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.

41.

THE STRUCTURAL INTEGRITY OF THE BUILDING SHALL BE PROTECTED AT ALL TIMES AND SHALL NOT BE DISTURBED.

PAINT NEW WORK REQUIRING PAINTING IN COLORS AS SPECIFIED OR SELECTED BY THE ARCHITECT.

42.

BUILDING SECURITY SHALL BE MAINTAINED TO PREVENT UNAUTHORIZED PERSONS FROM ENTERING THE CONSTRUCTION AREA.

43.

CONSTRUCTION OPERATIONS SHALL NOT INVOLVE INTERRUPTION OF HEATING, WATER OR ELECTRICAL SERVICES TO THE BUILDING UNLESS PRIOR NOTIFICATION IS MADE TO THE OWNER.

44.

FLOORS SHALL NOT BE OVERLOADED WITH CONSTRUCTION MATERIALS BEYOND THAT PERMITTED BY CODE.

45.

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 SUBSTITUTION IS EQUAL TO SPECIFIED WORK OR PRODUCTS. THE OWNER AND THE ARCHITECT RESERVE THE RIGHT TO REJECT ANY SUBSTITUTIONS.

ALL WORK SCHEDULES SHALL BE REVIEWED WITH THE OWNER AND NO WORK SHALL COMMENCE UNTIL WRITTEN APPROVAL OF SCHEDULES IS OBTAINED FROM THE OWNER. IN ADDITION TO DEMOLITION WORK SHOWN ON ARCHITECTURAL DRAWINGS, SEE STRUCTURAL, H.V.A.C., PLUMBING AND ELECTRICAL DRAWINGS FOR OTHER WORK TO BE REMOVED OR RELOCATED. 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.

Date: 09.16.09

Drawn By: Milton Naula

Scale: NOT TO SCALE

Checked By: PROF. ZAGAROLI

Project No. & Title: 2004.01 - 2 Hammarskjold Plaza

Drawing Title:

NOTES, LEGEND & ABBREVIATIONS

Drawing Number:

A-1 PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

18.

38.

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

A. B.

7.

UNLESS NOTED OR SHOWN OTHERWISE, WHERE PARTITIONS ARE REMOVED OR RELOCATED, REPAIR OR REPLACE FLOOR, CEILING AND WALLS AS REQUIRED TO MATCH ADJACENT SURFACES. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR MAINTAINING A CONTINUITY OF EXIST. FACILITIES AND SERVICES DURING THEIR WORK. THE GENERAL CONTRACTOR SHALL COORDINATE THE CONTINUITY OF EXIST. FACILITIES & SERVICES DURING CONSTRUCTION.

IT SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE BY THE BOARD OF STANDARDS AND APPEALS, OR B. SHALL HAVE BEEN ACCEPTED FOR USE UNDER THE PRESCRIBED CODE TEST METHODS BY THE COMMISSIONER, OR C. 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 SHALL BE NEW.

ALL EXITS SHALL BE KEPT READILY ACCESSIBLE AND UNOBSTRUCTED AT ALL TIMES. ILLUMINATION OF AT LEAST FIVE (5) FOOT CANDLES MEASURED AT THE FLOOR LEVEL SHALL BE MAINTAINED CONTINUOUSLY IN EXITS AND THEIR ACCESS FACILITIES.

25.

A.

5.

LEGEND

East 46th Street + Second Avenue New York, New York


PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

A

A'

B

C

26'-7"

22'-7"

1'-4" 9'-1"

8"

E

D

75'-0" - LOT

7'-8"

8"3"

4'-61 2"

2'-2"

4'-21 2"

3" 3'-1"

9'-01 2"

6'-0"

3'-91 2"

1'-11"

5'-21 2"

11'-41 2"

8"

25'-6"

1'-2"

22'-7"

1'-10"

E'

512"

2 Hammarskjold Plaza East 46th Street + Second Avenue New York, New York Owner: 2 Hammarskjold Plaza

1 21R DOWN

8'-61 2"

21R DOWN

9'-41 2"

R3'-8"

33R UP

1 HOUR RATED DOOR TO CELLAR

Architects: ARON CHANG

" '-8

R3

Structural Engineer: 1 HOUR RATED DOOR TO CELLAR

33R UP

8" 2'-5"

3'-2"

2'-3"

1'-3"

6'-5"

1'-6"

6'-5"

2'-0"

2'-9" 1'-4"

CLEAR FLOOR AREA

Lighting Consultant:

5'-0"

PASS. ELEV. 3

1'-8"

12'-11 2"

1'-11" EQ

3'-6"

EQ

EQ

3'-6"

EQ

EQ

3'-6"

EQ

6'-1" 4'-6" No.

Date:

Revision:

6'-0"

10'-31 2"

4

EXISTING BUILDING 3'-3"

19'-512"

13'-61 2"

1'-11"

+ 0'-0" FIN. FLOOR

SHARANSKY FREEDOM PLAZA LAWN

1'-0 "

"

1'-0 5'-0 "

5'-0 6'-0 "

5

"

"

6'-0 5'-0

KEY PLAN

" 5'-0

"

1'-0 "

1'-7"

4'-0"

1'-9"

6'-0"

1'-9"

4'-0"

1'-7"

"

1'-0

Date: 09.16.09

Drawn By: Milton Naula

Scale: 1/4" = 1'-0"

Checked By: PROF. ZAGAROLI

19'-512"

Project No. & Title: 2004.01 - 2 Hammarskjold Plaza

+ 0'-0" FIN. EL.

Drawing Title:

FIRST FLOOR PLAN + 0'-0" FIN. FLOOR

HANDICAP RAMP DOWN

5'-0"

1'-2"

1:12 SLOPE

Drawing Number:

6

- 1'-0" SIDEWALK

- 2'-0" SIDEWALK

- 1'-5" SIDEWALK

1'-81 2"

12'-0"

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

75'-0" - LOT

2'-10"

1'-7"

3'-2"

6'-0"

17'-51 2"

Vertical Transportation Consultant:

6'-8"

A-2

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

4'-01 2"11"

11'-11"

Acoustical Consultant:

3'-0"

3

Life Safety & Code Consultant:

2'-41 2"

3'-2"

CLEAR FLOOR AREA

PASS. ELEV. 2

PASS. ELEV. 1

2'-91 2" 1'-3"

1'-3" 8" 2'-4"

6'-5"

4'-11"

4'-0"

6'-11"

8"

8'-4"

1'-4"

2

1'-11"

Mechanical & Electrical Engineer:


PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

A

1'-71 2"

A'

B

C

9'-1"

8"

E

26'-7"

22'-7" 1'-4"

D

75'-0" - LOT

7'-8"

8"3"

4'-61 2"

4'-21 2"

2'-2"

3" 3'-1"

1'-10"

22'-7" 1 2" 3'-8 2"

5'-2"

6'-0"

5'-2"

1'-11"

8" 1'-9"

8'-4"

5'-1"

51 2"

2 Hammarskjold Plaza East 46th Street + Second Avenue New York, New York Owner: 2 Hammarskjold Plaza

18R UP

5'-0"

8"

'R3

R3 '-

8"

4'-0"

5'-01 2"

CLEAR FLOOR AREA

1'-6"

2'-0"

9'-41 2"

' -8 "

HC ACCESSIBLE

HC ACCESSIBLE

CLEAR FLOOR AREA

5'-0"

8"

5'-1"

18R DOWN

Mechanical & Electrical Engineer:

1'-3"

6'-5"

1'-6"

6'-5"

2'-0"

6'-5"

1'-3" 8"

18R DOWN

7'-1" CLEAR FLOOR AREA

"

18R UP

R3 '-8

2'-0"

4'-0"

6'-11"

4'-0"

Architects: ARON CHANG

Structural Engineer:

1'-4"

2

3'-0"

R3

CLEAR FLOOR AREA

MECHANICAL UNIT

5" 3'-101 2"

1

PASS. ELEV. 2

PASS. ELEV. 1

8"

3'-9"

8"

6'-51 2"

Life Safety & Code Consultant:

Lighting Consultant:

PASS. ELEV. 3

3

Acoustical Consultant:

3'-6"

EQ

EQ

3'-6"

EQ

EQ

3'-6"

EQ Vertical Transportation Consultant:

1 HOUR RATED CORRIDOR PARTITIONS FOR MULTI-TENANT OCCUPANCY

Date:

Revision:

19'-51 2"

4

5 KEY PLAN

Date: 09.23.09

Drawn By: Milton Naula

Scale: 1/4" = 1'-0"

Checked By: PROF. ZAGAROLI

19'-51 2"

Project No. & Title: 2004.01 - 2 Hammarskjold Plaza

Drawing Title:

1'-2"

TYPICAL FLOOR PLAN (FLOORS 2-15)

Drawing Number:

6

A-3 PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

75'-0" - LOT

No.

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

17'-51 2"

5'-0"

EQ

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

1'-4"

E'


PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

A

A'

B

C

8"

3'-91 2"

9 TREADS @ 9-1/3" EA.

3'-9"

E

5 TREADS @ 9-1/2" EA. FURRED PARTITION

1

5"

5'-0"

8"

2 Hammarskjold Plaza East 46th Street + Second Avenue New York, New York Owner: 2 Hammarskjold Plaza

1

3RD FLOOR

9'-41 2"

3'-8"

FURRED PARTITION

4" BRICK

R3'-

A'

A

E'

4" CAVITY

18R DOWN

8" CONCRETE BLCOK

" 3'-8

8"

R

4" BRICK

R3'-

4" CAVITY 4"X4" NEWEL POST W/ CAP 18R UP

15R DOWN

Architects: ARON CHANG

1 HOUR RATED DOOR TO CELLAR

8"

8" C.M.U.

Structural Engineer:

1-1/2" NOM. STEEL PIPE HANDRAIL

33R UP

4"X4" NEWEL POST W/ CAP

8" CMU WALL

2

Mechanical & Electrical Engineer:

2 Life Safety & Code Consultant:

Lighting Consultant:

TYPICAL FLOOR PLAN-FIRE STAIR #2

3

6

FIRST FLOOR PLAN-FIRE STAIR #1

Acoustical Consultant:

2ND FLOOR

A

W18X 119 W/2" SPRAY-ON FIREPROOFING

A'

B

E 8"

12 TREADS @ 9-1/2" EA. 4"

5"

5 TREADS @ 9-1/2" EA.

3'-8"

4" BRICK

1

1 HOUR RATED DOOR TO CELLAR

4" BRICK 22R DOWN

8" C.M.U.

4" CAVITY

15R DOWN

8" CONCRETE BLCOK

"

'-8 3 R

R3'-

8"

11R UP

8"

No.

Date:

Revision:

R3'-

4"X4" NEWEL POST W/ CAP

33R UP

4"x4" NEWEL POST W/ CAP 1-1/2" NOM. STEEL PIPE HANDRAIL

2

1-1/2" NOM. STEEL PIPE HANDRAIL

9 THREADS @ 9-1/2" EA.

2 10 TREADS @ 9-1/2" EA. LANDING

1 HOUR RATED PARTITION

MIDSTAIR FLOOR #1

5

TO GRADE

SLAB ON 2-1/2" METAL DECK

A B

4" CAVITY

1-1/2" NOM. STEEL PIPE HANDRAIL GRIND ALL WELDS SMOOTH-TYP.

3'-8"

'-8" "

DOWN

4'-10"

'-8

18R UP

R3

6'-11"

2

R3'-

8"

KEY PLAN

R3'-

8"

4"x4" NEWEL POST W/ CAP

9 TREADS @ 9-1/2" EA.

R3

9'-41 2" POURED IN PLACE CONCRETE FOUNDATION WALL

8" CMU (2 HOUR RATED)

20R UP

4" CAVITY 8" C.M.U.

- SEE

4"X4" NEWEL POST W/ CAP

4" BRICK

LANDING

FOR TREAD + RISER DIMENSIONS PLANS + SECTIONS

3'-8"

1

1

3

GENERAL NOTES

FURRED PARTITION

FURRED PARTITION

CELLAR

B 8'-8" 6 TREADS @ 9-1/2" EA. 4"

8" CONCRETE BLCOK

DOOR TO CELLAR (BEHIND)

A'

4" BRICK

1ST FLOOR

LANDING

8

FIRST FLOOR PLAN-FIRE STAIR #2

STEEL CLOSURE PLATE 3" MIN. FILLED STEEL PAN

2

C8X11.5 HEADER CHANNEL WITH PLATE

Drawn By: Milton Naula

Scale: AS SHOWN

Checked By: PROF. ZAGAROLI

Project No. & Title: 2004.01 - 2 Hammarskjold Plaza

9 TREADS @ 9-1/2" EA.

7

Date: 09.23.09

CELLAR FLOOR PLAN-FIRE STAIR #1

Drawing Title: S12 GA. SHEET STEEL PLATE 2" MIN. CONC. FILLED STEEL PAN TREADS

4"X4" NEWEL POST W/ CAP

STAIR PLANS, SECTIONS DETAILS

STEEL SUBTREAD + RISER

1-1/2" NOM. STEEL PIPE HANDRAIL

11 2 X 11 2 X 1 8" STEEL ANGLE SUPPORTS WELD TO STRINGER PAN AND RISER

Drawing Number:

STAIR#1 N-S SECTION, LOOKING EAST

2

TYPICAL FLOOR PLAN-FIRE STAIR #1 PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

1

4

SECTION AT LANDING

A-4

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

1

4" CAVITY

Vertical Transportation Consultant:

FURRED PARTITION

3'-8"

FURRED PARTITION

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

5'-0"

E'


GRADE VARIES

STONE COPING ON PARAPET W/ PRECAST CONCRETE PANEL FACING

PROPERTY LINE

FACE BRICK

METAL LOUVER

BULKHEAD DOOR

STEEL LADDER FORCOOLING TOWER

A A'

B

4'-1"

C

SCALE 3/32" = 1'-0"

WEST ELEVATION

4'-1"

E

E'

LIGHTWEIGHT GRANITE STONE VENEER PANEL CURTAIN WALL

PROPERTY LINE

FACE BRICK

METAL LOUVER

BULKHEAD DOOR

PUMP ROOM DOOR

METAL LOUVER

RAILS 1-1/4" DIA. TYPICAL

LIGHTWEIGHT PRECAST CONCRETE PANEL SYSTEM

TYPICAL

75'-0" - LOT

4'-01 2"

OPEN BELOW COOLING TOWER FOR AIR INTAKE

D

CELLAR FLOOR EL. 12'-8"

GRADE EL. 0'-0"

FLASHING

2ND FLOOR EL. 20'-11"

3RD FLOOR EL. 32'-5"

4TH FLOOR EL. 43'-11"

5TH FLOOR EL. 55'-5"

6TH FLOOR EL. 66'-11"

METAL LOUVER TYPICAL ON NORTH ELEV. 9"-0" ABOVE FLOOR

7TH FLOOR EL. 78"-5"

8TH FLOOR EL. 89'-11"

FACE BRICK TYPICAL ON NORTH &SOUTH ELEVATION

9TH FLOOR EL. 101'-5"

10TH FLOOR EL. 112'-11"

11TH FLOOR EL. 124'-5"

12TH FLOOR EL. 135'-11"

13TH FLOOR EL. 147'-5"

14TH FLOOR EL. 158'-11"

15TH FLOOR EL. 170'-5"

ROOF SLAB EL. 181'-11"

TOP OF COPING EL. 196'-11"

PROPERTY LINE

STEEL LADDER

TOP OF WATER TANK EL. 210'-11"

1

2

3

METAL LOUVER

16 GA. ALUMINUM SIDING

SCALE 3/32" = 1'-0"

NORTH ELEVATION

75'-0"

4

5

REVOLVING DOOR 6" STORE FRONT

MARBLE STONE PANEL ON C.M.U.

6

LIGHTWEIGHT GRANITE STONE VENEER PANEL CURTAIN WALL

CLEAR INSULATED GLASS (TYP.)

SPANDREL GLASS (TYP.)

ALUM. MULLION TYPICAL

PROPERTY LINE

GRADE VARIES

LIGHTWEIGHT PRECAST CONCRETE PANEL SYSTEM

TYPICAL

No. Date: Revision:

3'-0"

KEY PLAN

Date: 09.23.09 Drawn By: Milton Naula

Scale: 3/32" = 1'-0" Checked By: PROF. ZAGAROLI

Project No. & Title: 2004.01 - 2 Hammarskjold Plaza

Drawing Title:

BUILDING ELEVATIONS

Drawing Number:

A-5

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

2 Hammarskjold Plaza

East 46th Street + Second Avenue New York, New York

3'-8"

Owner: 2 Hammarskjold Plaza

Architects: ARON CHANG

Structural Engineer:

Mechanical & Electrical Engineer:

Life Safety & Code Consultant:

Lighting Consultant:

Acoustical Consultant:

Vertical Transportation Consultant:


PROPERTY LINE

4" CONCRETE SLAB ON GRADE

16" FOUNDATION WALL

DAMPPROOFING

GRADE VARIES

PRECAST TERRAZO ON SITTING WALL FACING

6" ALUMINUM STORE FRONT

SUSPENDED ACOUSTIC TILE CEILING (TYP.)

CARPET FINISH ON FLOOR

6" SLAB ON METAL DECK (TYP.)

FIRESTOPPING

INSULATED GLASS (TYP.)

SPANDREL GLASS (TYP.)

W18X119 W/ 2" FIREPROOFING (TYP.)

4" SLAB ON METAL DECK & SLOPING RIGID INSULATION

STONE COPING ON PARAPET W/ PRE-CAST CONCRETE PANEL FACING

FACE BRICK

METAL LOUVER

A A'

B C

SCALE 3/32" = 1'-0"

LONGITUDINAL SECTION - LOOKING EAST

- LOT

OPEN BELOW COOLING TOWER FOR AIRINTAKE

D E

E'

W18X119 W/ 2" FIREPROOFING (TYP.)

METAL LOUVER

PROPERTY LINE

CELLAR FLOOR EL. 12'-8"

4" CONCRETE SLAB ON GRADE

16" FOUNDATION WALL

GRADE EL. 0'-0"

DAMPPROOFING

FLASHING

2ND FLOOR EL. 20'-11"

3RD FLOOR EL. 32'-5"

4TH FLOOR EL. 43'-11"

5TH FLOOR EL. 55'-5"

6TH FLOOR EL. 66'-11"

7TH FLOOR EL. 78"-5"

8TH FLOOR EL. 89'-11"

9TH FLOOR EL. 101'-5"

10TH FLOOR EL. 112'-11"

CERAMIC TILE ON FLOOR & WALL

11TH FLOOR EL. 124'-5"

SUSPENDED PERFORATED METAL PAN CEILING

12TH FLOOR EL. 135'-11"

5/8" GYPSUM BOARD W/ 2-5/8" METAL STUD (TYP.)

13TH FLOOR EL. 147'-5"

CAVITY WALL 4" BRICK, 4" AIRSPACE, 8" C.M.U.

14TH FLOOR EL. 158'-11"

CEMENTIOUS BEAM IN ELEV. SHAFT WITHOUT CEILING (TYP.)

15TH FLOOR EL. 170'-5"

W14X342 W/ 2" FIREPROOFING (TYP.)

ROOF SLAB EL. 181'-11"

STEEL LADDER INSIDE PUMP ROOM

TOP OF COPING EL. 196'-11"

STEEL LADDER

16 GA. ALUMINUM SIDING

TOP OF WATER TANK EL. 210'-11"

No. Date: Revision:

KEY PLAN

Date: 09.23.09 Drawn By: Milton Naula

Scale: 3/32" = 1'-0" Checked By: PROF. ZAGAROLI

Project No. & Title: 2004.01 - 2 Hammarskjold Plaza

Drawing Title:

BUILDING SECTIONS

Drawing Number:

A-6

1

PUMP ROOM

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

2

MACHINE ROOM

3

COOLING TOWER

4

SCALE 3/32" = 1'-0"

CROSS SECTION - LOOKING SOUTH

- LOT

STEEL LADDER INSIDE PUMP ROOM

8" C.M.U. BLOACK WALL

WATER TANK

5

6

PROPERTY LINE

4" CONC. SLAB ON GRADE

16" FOUNDATION WALL

DAMPPROOFING

PRECAST TERRAZO ON SITTING WALL FACING

SUSPENDED ACOUSTIC TILE CEILING (TYP.)

CARPET FINISH ON FLOOR

6" SLAB ON METAL DECK (TYP.)

FIRESTOPPING CONTAINED IN STAINLESS STEEL CLOSURE (TYP.)

CLEAR INSULATED GLASS (TYP.)

SPANDREL GLASS (TYP.)

W14X342 W/ 2" FIREPROOFING (TYP.)

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

2 Hammarskjold Plaza

East 46th Street + Second Avenue New York, New York

Owner: 2 Hammarskjold Plaza

Architects: ARON CHANG

Structural Engineer:

Mechanical & Electrical Engineer:

Life Safety & Code Consultant:

Lighting Consultant:

Acoustical Consultant:

Vertical Transportation Consultant:


PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

2 Hammarskjold Plaza

6

METAL COPING

East 46th Street + Second Avenue New York, New York

DRIP DRIP CORNER CONCRETE PANEL

2 LAYERS OF 5/8" GYPSUM BOARD

C, D

Architects: ARON CHANG

CANT STRIP 2" RIGID INSULATION

W24 X 117 W/2" FIREPROOFING

2" RIGID INSULATION

SHEET METAL

2"X4" WOOD BLOCKING

ALUMINUM "T"

Owner: 2 Hammarskjold Plaza

Structural Engineer:

METAL CLIPS Mechanical & Electrical Engineer:

1/2" REBAR

8" C.M.U.

Life Safety & Code Consultant:

3

FLASHING

2-1/2" METAL STUDS

4, 5

Lighting Consultant:

SHELF ANGLE

2" PRECAST CONRETE PANEL

Acoustical Consultant:

3-5/8" METAL STUD 3-5/8" METAL STUD @ 16" O.C.

2" RIGID INSULATION

Vertical Transportation Consultant:

5/8" G.W.B.

2" PRECAST CONCRETE PANEL A', E

1

PLAN SECTION-OUTSIDE DETAIL

3

INTERIOR COLUMN DETAIL

5

VERTICAL SECTION THROUGH PARAPET

No.

Date:

Revision:

6 C

3-5/8" METAL STUD 2" RIGID INSULATION SHELF ANGLE

2" RIGID INSULATION

6" FLOOR SLAB

FLASHING 1/2" REBAR

METAL VERTICAL LOUVRE GRILL

6" WIDE STEEL SEISMIC CUP

2" PRECAST CONCRETE PANEL

6" CONCRETE SLAB

2" PRECAST CONCRETE PANEL

FLASHING 8" C.M.U.

ALUMINUM "T" 2" RIGID INSULATION 8" C.M.U.

KEY PLAN

SHELF ANGLE

3-5/8" METAL STUD 16" O.C.

4 COMPRESSABLE FILLER

5/8" G.W.B.

Date: 09.23.09

Drawn By: Milton Naula

Scale: 1" = 1'-0"

Checked By: Professor: Combs

PENCIL ROD

Project No. & Title: 2004.01 - 2 Hammarskjold Plaza

5/8" G.W.B.

Drawing Title:

3-5/8" METAL STUD

CURTAIN WALL DETAILS

5/8" G.W.B. 8" C.M.U. 2" PRECAST CONCRETE PANEL

4

VERTICAL SECTION THROUGH FLOOR SLAB

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

2

PLAN SECTION-INSIDE CORNER

6

SOFFIT CONDITION

Drawing Number:

A-7

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

EXT. G.W.B.


PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

75'-0" - LOT

A

A' 512"

8'-91 2"

D

13'-91 2"

E

26'-7"

51 2"

22'-7"

E'

East 46th Street + Second Avenue New York, New York

1'-2"

1'-2"

1'-2"

C

B PIPE CHASE

W14 x 342

W18 x 119

W18 x 119

W18 x 119

W18 x 119

W18 x 119

W18 x 119

9'-412"

Structural Engineer:

Mechanical & Electrical Engineer:

Life Safety & Code Consultant:

W14 x 145

W14 x 145

W14 x 145

W14 x 145

W18 x 119

W18 x 119

W18 x 119

THREE 3" CONDUIT FOR ELECTRICAL RISERS

Acoustical Consultant:

Vertical Transportation Consultant:

THREE 3" CONDUIT FOR DATA/ TELECOM RISERS

No.

Date:

Revision:

W14 x 145

W14 x 145

5

W14 x 145

W18 x 119

W14 x 145

W24 x 117

W14 x 99

W18 x 119

W14 x 99

W18 x 119

W18 x 119

W18 x 119

W18 x 119

W18 x 119

W18 x 119

19'-51 2"

W24 x 117

W18 x 119

W24 x 117

W14 x 99

W18 x 119

75'-0"

- LOT

4

Lighting Consultant:

W14 x 99

W30 x 108

W18 x 119

W18 x 119

W18 x 119

W18 x 119

W30 x 108

W14 x 99

KEY PLAN

W24 x 117

W14 x 99

Date: 09.16.09

Drawn By: Milton Naula

Scale: 1/4" = 1'-0"

Checked By: PROF. ZAGAROLI

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

19'-512"

Project No. & Title: 2004.01 - 2 Hammarskjold Plaza

Drawing Title:

TYPICAL STRUCTURAL FLOOR PLAN (FLOORS 2-15)

6

W14 x 99

W14 x 99

W14 x 145

W14 x 99

W14 x 145

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

1'-2"

Drawing Number:

W14 x 99

W14 x 145

S-1

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

W18 x 119

W14 x 99

W14 x 145

W18 x 119

3

W18 x 119

6'-11"

W14 x 99

W14 x 145

17'-51 2"

W14 x 99

W14 x 342

W14 x 145

2

Architects: ARON CHANG

W30 x 108 W18 x 119

W30 x 108

W14 x 99

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

Owner: 2 Hammarskjold Plaza

PIPE CHASE

1

2 Hammarskjold Plaza


Project Eighth of Portfolio