Construction Drawings _ Revit by Swati Jain

509, 3rd Ave

Tribeca Green Pace University

570 Fulton

Pace University , New York City

Use: Academic with Student Dorms Contributions: Site Plan, Designing the Lobby, Academic and Apartment Layouts, Working on DOB Objections, Researching Zoning Resolution and NYC building Code, Furniture and Equipment Specification, Lighting Specifications, RCP, Zoning Deductions, Door Schedule, Facade Options, MEP + Structural co-ordination, EOS, Staircase Detailing, Exterior Wall Detailing, Kitchen and Bathroom Detailing, Mail Room detailing.

ISMAEL LEYVA A R C H I T E C T S,

P. C.

SL GREEN REALITY CORP. Developer

420 Lexington Ave New York, NY 10170

LOT 26 14 FLOORS

LOT 1 11 FLOORS

(212) 594-2700 - TEL

MGE

MEP_ FP Engineers

LOT 7502 76 FLOORS

BEEKMAN PLAZA

116 West 32nd Street New York, NY 10001 (212) 643-9055 - TEL (212) 643-0503 - FAX

MGE Unified Technologies Corp. IT / Security / AV Engineers 116 West 32nd Street New York, NY 10001 (212) 643-9055 - TEL (212) 643-0503 - FAX

Newline Structures Construction Manager 512 7th Ave. New York, NY 10018

24.54

(212) 280-3019 - TEL

BEEKMAN ST REET (NARROW ST REET)

Thornton Tomasetti Structural Engineer

24.09

51 Madison Ave. New York, NY 10001 (212) 532-2211 - TEL (212) 481-6108 - FAX

Howard I Shapiro & Associates

13.07

37.43

Demolition

100.00 ZR-76-131 (c)

TERRACE ROOF 6 FLOORS

13.00

9.51

APPROXIMATE LOCA OF SUBW AY LI TION NE

116.46

11.04

18.56

(516) 791-2600 - TEL

19.00 SETBACK

10.57

266 Merrick Rd #310 Lynbrook, NY 11563

Langan

Geotechnical Consultants C5-5

C6-4

21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001

16.46 ZR-76-131 (c)

+124'-10"

(212) 479-5400 - TEL (212) 479-5444 - FAX

0.42

Van Deusen Associates

Vertical Transportation Engineers

+ F.F.EL +121'-5" + T.O.S.EL +121'-4"

120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936 (973) 994-9220 - TEL (973) 994-2539 - FAX

10.37 SETBACK RTU 1 EXHAUST AIR

OUTSIDE AIR HOOD

LOT 30 11,912 SF

RTU 2

NO DATE REV ISSUE 100% SCHEMATIC DESIGN 1 03/27/2020 50% DESIGN DEVELOPMENT 2 06/05/2020 DOB FILING SET 3 06/08/2020 DOB OBJ. RESPONSE 4 08/17/2020 08/28/2020 100% DESIGN DEVELOPMENT 5 10/01/2020 DOB OBJ. RESPONSE 6 50% CD ISSUANCE 7 11/04/2020 11/24/2020 80% CD ISSUANCE 8 12/04/2020 DOB OBJ. RESPONSE 9 100% CD ISSUANCE 10 01/29/2021

STPF-4

MECHANICAL MAIN ROOF 26 FLOORS

BULKHEAD ROOF 27 FLOORS 42

RXF-2

+ F.F.EL +351'-1"

103.88

78.61

SPXF-2

+ F.F.EL +362'-0" + T.O.S.EL +361'-4"

+ T.O.S.EL +350'-5" +375'-0"

LOT 32 6 FLOORS

+375'-0"

99.92

600 KW DEISEL GENERATOR WITH CUSTOM SOUND ENCLOSURE BY ELECTRICAL CONTRACTOR. STEEL DUNNAGE SUPPORT AND CATWALK WITH GUARD RAILINGS TO BE PROVIDED BY STRUCTURAL CONTRACTOR.

LOT 34 6 FLOORS

+375'-0"

BULKHEAD ROOF 28 FLOORS

ACCU-8

TERRACE ROOF 24 FLOORS + F.F.EL +327'-7" + T.O.S.EL +326'-11"

+ T.O.S.EL +373'-0"

ACCU-9

TERRACE ROOF 12 FLOORS ELPF-3

+ F.F.EL +205'-5" 52

+ T.O.S.EL +204'-9"

1ST FLOOR ROOF 1 FLOOR

TERRACE ROOF 6 FLOORS

SPXF-1

+208'-10"

12.24 SETBACK

+ F.F.EL +48'-3" + T.O.S.EL +47'-3"

+ T.O.S.EL +121'-4"

1.33

+331'-1"

+ F.F.EL +121'-5"

NOTES:

21.32

APPROXIMATE LOCATION OF SUBWAY LINE

+ F.F.EL +373'-8"

LOT 7503 46 FLOORS

NASSAU STREET (NARROW STREET)

17.93

SITE PLAN LEGEND (not to scale)

+124'-10"

HYDRANT

+50'-5"

ENTRANCE

30.98

3.40

LOCATION OF SUBWAY LINE

71.96 118.55 ZR-7 116-13 8.591 (c)

2/2/2021 9:53:13 PM

C:\Users\cpark\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_cpark.rvt

LOT 29 5 FLOORS

LOT 28 4 FLOORS

Site Plan Notes :

C5-5

LOT 24 12 FLOORS

C6-4

LOT 17 7 FLOORS

27.28

LOT 27 5 FLOORS LOT 10 3 FLOORS LOT 26 5 FLOORS

• All grades and elevations indicated in plan above sea level using NAVD 1988 as the primary datum. • Property Lot Lines with lengths of each segment, indicated in plan. • Street Name(s), and Address(es), indicated in plan. • Abutting streets and lanes, indicated in plan. • Rights-of-way and Easements, not applicable to 15 Beekman. • Distance of lot to nearest corner street intersection and name of corner street, indicated in plan. • Distance to nearest fire hydrant, indicated in plan. • Street width, indicated in plan. • Street widening areas, not applicable to 15 Beekman. • For Flood Insurance Rate Map (FIRM), special flood hazard area type, and base and design flood elevations, refer Z-003 & Z-004. • Railroad infrastructure, indicated in plan. • Little E designations, base not applicable to 15 Beekman. • Landmark or historic district designations, refer Z-004. • 100% Impervious Surface Area • Proposed and existing location of drywells, septic systems, detention tanks or other underground structures, indicated in plan. • Existing and proposed street trees and planting, refer to zoning summary chart. • Building footprint (dimensioned) with upper story projections, entrance proposed, indicated in plan. • Setbacks from all property lines and from existing and proposed structure(s), and street lines, indicated in plan. • All existing buildings and structures, indicated in plan. • Height and number of stories per Building Code, indicated in plan. • Services to the building infrastructure – underground water service, gas, steam, sanitary and storm service etc. – new or alterations to utility services, indicated in plan. • Existing and proposed curb cuts, driveways, and open space parking, none to be shown. • Front yard planting area, calculation shown in zoning analysis. • Building Code designation: occupancy group, and construction classification, refer A-003. • Entire Proposed area of work is new construction. • Distances between all buildings and structures on the property, distance from nearest street corners, indicated in plan. • Curb level and elevation marks at site and building corners, refer A-101. • Legal grade at curb level, refer A-101.

SL Green Realty 420 Lexington Ave. New York, NY 10170 (212) 594-2700

15 Beekman 15 Beekman St. New York, NY 10038

TITLE SITE PLAN

SCALE: As indicated DATE: PROJECT No: 20.102

A-090 .00

E00

E20

E40

E58

E76

E100

FLOOR PLAN NOTES

E124

ISMAEL LEYVA A R C H I T E C T S,

P. C.

PARTITION NOTES:

20'-0"

APPROXIMATE LOCATION OF SUBWAY STRUCTURE

20'-0"

18'-0"

24'-0"

24'-0" 1. REFER TO SHEETS A-018, A-019 FOR PARITION TYPES AND ASSEMBLY DETAILS AS INDICATED ON THE FLOOR PLANS.

N111

N111 1

APPROX. LOCATION OF SUBWAY STRUCTURE

A-428

3. ALL DEMISING PARTITIONS BETWEEN APARTMENTS OR DORMITORY ROOMS SHALL BE TYPE D1a (1-HR RATED) UNLESS OTHERWISE NOTED.

BEEKMAN ST .

3 Z-005

40'-11 1/4" C5-5

4. ALL FURRING WALLS ON COLUMNS, STRUCTURE OR RATED SHFAT WALLS SHALL BE TYPE F0a UNLESS OTHERWISE NOTED.

19'-0"

2. ALL PARTITIONS BETWEEN APARTMENTS/ DORMITOR ROOMS AND CORRIDORS SHALL BE TYPE D2a (2-HR RATED) UNLESS OTHERWISE NOTED.

C6-4

22 24" x 30"

4'-2"

13'-0"

3'-6" 6"

CLOSET 21 SF

116 West 32nd Street New York, NY 10001 (212) 643-9055 - TEL (212) 643-0503 - FAX

MGE Unified Technologies Corp. IT / Security / AV Engineers 116 West 32nd Street New York, NY 10001 (212) 643-9055 - TEL (212) 643-0503 - FAX

Newline Structures Construction Manager 512 7th Ave. New York, NY 10018 (212) 280-3019 - TEL

Thornton Tomasetti Structural Engineer

51 Madison Ave. New York, NY 10001 (212) 532-2211 - TEL (212) 481-6108 - FAX

Howard I Shapiro & Associates Demolition

266 Merrick Rd #310 Lynbrook, NY 11563

21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001

(212) 479-5400 - TEL (212) 479-5444 - FAX

9'-1"

3'-6"

3'-3"

4'-1"

Van Deusen Associates

1'-6"

Vertical Transportation Engineers

M2a

SC03

M2a

9'-8"

2'-11" 6"

120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936

F.FL. EL = +13'-0"

N73

7'-10"

(973) 994-9220 - TEL (973) 994-2539 - FAX

10'-0" 8'-7"

10'-0"

1'-6"

N73

MEP_ FP Engineers

7'-7 1/4"

5'x5'x8' SEWAGE EJECTOR PIT

MGE

Geotechnical Consultants

6'-4"

10'-0"

9'-9" SEWAGE EJECTOR ROOM ACC-UG3 91 SF

(212) 594-2700 - TEL

Langan

SC14

M2a

420 Lexington Ave New York, NY 10170

N83

10'-0"

M2a

SC04

1'-2"

UP 1

M2a

6'-5 1/4"

M2a

7. EXIT STAIR CORE ENCLOSURES SHALL BE TYPE D2b (2-HR RATED IMPACT RESISTANT) AS INDICATED ON THE FLOOR PLANS

Developer

(516) 791-2600 - TEL

1'-0"

4'-2"

1 A-716 3' -9 "

SC17

6. SHAFT WALL AT ELEVATOR SHAFTS SHALL BE TYPE H2c (2-HR REATED) AS INDICATED ON THE FLOOR PLANS

8. SLOPE ELEVATOR LOBBY AWAY FROM ELEVATOR SHAFT (1% SLOPE PER BC 3008.4)

7'-10" 6" 4'-6 1/4"

3'-9"

4'-2"

25'-3 1/4"

N83

55 GALON LEAK CONTAINMENT DRUM

M2a SC18

1'-2"

N96

DUPLEX FUEL OIL PUMP SET IN SPIL CONTAINMENT BASIN WITH SKID MOUNTED FUEL OIL SYSTEM CONTROLLER

21'-0 1/2"

13'-0"

25'-7 1/4"

M2a

330 GALON FUEL OIL TANK IN CONTAINMENT BASIN

BIKE ROOM ACC-UG3 (65 BICYCLES) 636 SF

11'-11 3/4"

N96

FUEL OIL ROOM ACC-UG3 186 SF

5. ALL CHASE WALLS REFER TO PLANS FOR ASSEMBLY THICKNESS: A. CHASE WALLS BETWEEN APARTMENTS/ DORMITORY ROOMS AND CORRIDORS SHALL BE TYPE C2a (2-HR RATED) UNLESS OTHERWISE NOTED. B. CHASE WALLS BETWEEN APARTMENTS OR DORMITORY ROOMS SHALL BE TYPE C1a (1-HR RATED) UNLESS OTHERWISE NOTED.

SL GREEN REALITY CORP.

N63

WALK IN PIT

SC07

17'-4"

35'-1 1/4"

1 A-703

M2a

SC06

WALK IN PIT M2a

5'-8"

10'-3"

M2a

WALK IN PIT

1'-6" 6"

1'-6"

4'-0"

8'-7" ELEVATOR LOBBY ACC-UG3 282 SF

4'-0"

2 M2a

10'-3"

N34

ACC-UG3 95 SF 10'-3"

M2a

DINNING OFFICE

A-427

9'-3"

4'-3" 6'-0"

FO 3"ø

SC09

N34

M2a

NOTES:

11'-3"

SC05

1'-8"

1'-0"

11'-5"

ACC-UG3 128 SF

1'-6"

2'-9"

1'-0"

N40

SC01

BREAK ROOM

ELEVATOR SUMP PUMP 2'x2'x2' SUMP PIT

9'-8"

FO 3"ø

F/E CABINET SURFACE MOUNTED 26" AFF TO BOC

3'-0" 4"

N40

17'-5"

2'-0"

SC02

4'-0"

ELEVATOR SUMP PUMP 2'x2'x2' SUMP PIT

3'-0" 1'-0" 4"

9'-5"

1'-9" 6"

23'-0"

1'-6"

8'-6"

26'-4"

WALK IN PIT

29'-0"

NASSAU ST.

WALK IN PIT

M2a

1. SLOPE ELEVATOR LOBBY AWAY FROM ELEVATOR SHAFT (1% SLOPE PER BC 3008.4)

M2a

2. FURNITURE SHOWN FOR COORDINATION ONLY. TO BE PROVIDED BY PACE.

7'-9" 1'-6" SC16

SHEAR WALL ABOVE

3'-9" 6

3'-9"

T.O.S. EL = +15' - 4"

PRIVATE HEALTH

420 Lexington Ave. New York, NY 10170

6'-5" 9

SL Green Realty

" 3'-9

ACC-UG3 60 SF

5'-8 3/4"

ACC-UG3 96 SF

(212) 594-2700

20'-0"

ACC-UG3 94 SF

PRIVATE DINING STAFF

8'-9"

ACC-UG3 126 SF

1 A-701

M2a

1'-0"

M2a

FACILITIES AND MAINTENANCE

1'-2"

SC15

1'-0"

11'-10"

15'-2 1/2"

14'-5 1/4"

SHARED OFFICE

16'-3 1/4"

M2a

A-428

12'-5"

1'-6 1/2"

SC11

M2a

A-427

24'-11"

N20

5'-6"

M2a

6" 6"

11'-3"

SC10

5'-6"

ELEVATOR SUMP PUMP 2'x2'x2' SUMP PIT

M2a

20'-0"

WALK IN PIT 29'-0"

14'-8" 3'-10"

C:\Users\cpark\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_cpark.rvt

N20

38'-10"

FREIGHT ELEVATOR PIT ACCESSED FROM CELLAR

1 A-704

NOT IN USE

8'-3"

ACC-UG3 93 SF

ELEVATOR SUMP PUMP 2'x2'x2' SUMP PIT

SC12

9'-9"

FACILITIES AND MAINTENANCE

T.O.S. EL = +13' - 0" 15

T.O.S. EL = + 15' - 4" 1'-0"

10'-6 3/4"

New York, NY 10038

T.O.S. EL = +15' - 4" 6"

1'-2"

1'-2" 4"

14'-8 1/4"

15 Beekman 15 Beekman St.

M2a

T.O.S. EL = +15' - 4"

TITLE

17'-7"

N00

C5-5

20'-0"

E00 2/2/2021 9:53:42 PM

M2a

3'-0"

14'-0"

20'-0"

SC08

M2a

20'-0"

E20

18'-0"

E40

18'-0"

E58

C6-4

24'-0"

E76

N00

23'-10" EXISTING ADJACENT BUILDING FOUNDATION WALL

SCALE: 1/4" = 1'-0" DATE: PROJECT No: 20.102

24'-0"

E100

SUBCELLAR FLOOR PLAN

E124

A-099 .00 1

level 00 Sub Cellar SCALE:

1/4" = 1'-0"

E00

APPROXIMATE EXTENTS E20 OF ABANDONED SUBWAY ENTRANCE

E40

E58

E76

20'-0"

18'-0"

CONNECT TO EXISTING 20" WATER MAIN (REFER TO CIVIL DRAWING C-201)

24'-0"

1. REFER TO SHEETS A-018, A-019 FOR PARITION TYPES AND ASSEMBLY DETAILS AS INDICATED ON THE FLOOR PLANS.

APPROXIMATE LOCATION OF EXISTING CONED SERVICE 'TAKE-OFF'

PROPOSED LOCATION OF NEW CONED SERVICE 'TAKE-OFF'

N111 A-428

PCS DRAIN PIPE LOCATED INSIDE WATER SERVICE RM

2. ALL PARTITIONS BETWEEN APARTMENTS/ DORMITOR ROOMS AND CORRIDORS SHALL BE TYPE D2a (2-HR RATED) UNLESS OTHERWISE NOTED.

APPROX. LOCATION OF SUBWAY STRUCTURE

CON ED VAULT

TELECOM POE

CON ED POE

25'-8 1/4"

M2b

30'-6 1/4"

C03

FLOOR SINK DISCHARGE FROM POT WASHING UNIT. 250 GALON PER MINUTE

8'-2 1/4"

10'-9"

C33

4'-0"

8 1/2" SLAB DEPRESSION FOR WALK-IN

36" x 30"

26'-4"

1'-6"

9'-11"

WASTE STORAGE ROOM ACC-UG3 421 SF

DuraBagger DB-100

1'-6"

13'-0"

N73

2'-7"

COMPACTOR ROOM

ACC-UG3 118 SF

12'-9"

M2a

ELEVATOR A-427 LOBBY SEE NOTE 1

N34

11'-9"

1. SLOPE ELEVATOR LOBBY AWAY FROM ELEVATOR SHAFT (1% SLOPE PER BC 3008.4)

C26

2. FURNITURE SHOWN FOR COORDINATION ONLY. TO BE PROVIDED BY PACE.

6 1/4" 5'-2 1/4" JC ACC-UG3 3 80 SF

A-428

WC ACC-UG3 360 SF

1'-6" C21

1'-11"

10'-7 1/4" FD

M2a

C27

M2a

3'-9"

6'-0"

9'-2"

8" 11

3/4"

10'-0 1/4"

1'-2 1/2"

MECHANICAL ROOM

ACC-UG3 111 SF

C25

M2a

M2a UP

4'-9"

3'-9"

15 Beekman 15 Beekman St.

36" x 36"

New York, NY 10038

23 18" x 24"

30'-2 1/2"

46'-7 1/2"

N00

(212) 594-2700

AHU-C

New York, NY 10170

5'-10 3/4"

24" x 24"

420 Lexington Ave.

C5-5

17'-5"

2'-5 3/4"

24" x 18"

SL Green Realty

2 A-701

20 12

10'-7 3/4" RECYCLING STORAGE ACC-UG3 249 SF

20'-0"

13'-10"

18'-6 3/4"

C0a

28'-11 1/4"

M2a

N20

1 A-427

10'-8 3/4"

1'-4"

C19

8'-9"

6'-1"

ELEVATOR VESTIBULE ACC-UG3 189 SF SEE NOTE 1

1'-0 1/2" 6'-0" 6" 6"

M3.b

10'-7 1/2"

5'-0"

13'-8 3/8"

1'-3"

11'-8 1/2"

DATE REV ISSUE 100% SCHEMATIC DESIGN 03/27/2020 06/05/2020 50% DESIGN DEVELOPMENT 06/08/2020 DOB FILING SET 08/17/2020 DOB OBJ. RESPONSE 08/28/2020 100% DESIGN DEVELOPMENT 10/01/2020 DOB OBJ. RESPONSE 11/04/2020 50% CD ISSUANCE 11/24/2020 80% CD ISSUANCE 12/04/2020 DOB OBJ. RESPONSE 100% CD ISSUANCE 01/29/2021

NOTES:

3'-9"

M2a

11'-0"

10'-11 3/4"

NO 1 2 3 4 5 6 7 8 9

FO 3"ø

1'-3"

C32

6" 5'-0"

11"

(973) 994-9220 - TEL (973) 994-2539 - FAX

C12

8'-9"

2 A-711

11'-10 1/2" 18

5'-1 1/4"

11'-0 1/2"

5'-0"

(516) 791-2600 - TEL

6" 3'-6"

C22

1'-9"

M2a

6" 1'-4"

266 Merrick Rd #310 Lynbrook, NY 11563

29'-0"

3'-0"

C29

M2b

Howard I Shapiro & Associates

FO 3"ø

WALK IN PIT

6'-0"

M2a

T.O.S. EL. = +23' - 0"

8" 5'-8"

6'-0"

(212) 532-2211 - TEL (212) 481-6108 - FAX

14'-0"

5'-4"

1'-6"

7'-9"

C13

7 Z-005

GFCI

C16

20'-0"

6'-0"

HB 14"L x 38"W x 2"D FLOOR TROUGH

3'-0"

51 Madison Ave. New York, NY 10001

120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936

2 A-704

7'-10"

9'-11"

HYDRAULIK POWER PACK 18"x24"

M2b

5'-1"

10'-6"

DuraBagger DB-100

9'-5"

C02

Structural Engineer

Vertical Transportation Engineers

CS 24"x16"

C15

M2b

Thornton Tomasetti

4'-10" 8'-1"

7'-4"

4'-4"

7'-10 1/2"

7 36" x 24"

6'-0"

WASTE STORAGE ACC-UG3 349 SF

N20

32"L x 26"W x 4"D 4" DRAIN - 10 GALLON KETTLE CAPACITY

ARCS ROOM ACC-UG3 85 SF

(212) 280-3019 - TEL

3'-0" 1'-6"

3'-0"

4'-0"

512 7th Ave. New York, NY 10018

2'-9" 32"L x 26"W x 4"D 4" DRAIN - 10 GALLON KETTLE CAPACITY

15'-7 3/4"

Construction Manager

6'-3"

TMGB

C01

1 3

Newline Structures

M3.b

3'-6" 6'-0 3/8"2'-4" 8"

1 3

(212) 643-9055 - TEL (212) 643-0503 - FAX

29'-0"

T.O.S. EL. = +22' - 3 1/2"

4'-0"

116 West 32nd Street New York, NY 10001

Van Deusen Associates

AC-3 AC-3 M2b

IT / Security / AV Engineers

(212) 479-5400 - TEL (212) 479-5444 - FAX

99'-11"

11'-8" 11'-4"

F.FL. EL = +23'- 1" T.O.S. EL = +23' - 0"

4'-0"

20'-0"

6 1/4"

POE ROOM ACC-UG3 145 SF

7'-11"

C:\Users\apostolache\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_apostolacheLBXAR.rvt

22'-3 3/4"

C04

4'-0"

MGE Unified Technologies Corp.

2CY Container

1'-6"

PP-C-IT PP-C-IT

N40

M2b

2CY Container

1'-4 1/2"

M2b

30" x 18"

16'-3 1/2"

32"L x 26"W x 4"D 4" DRAIN - TILT BRAISING PAN SINK: 40 GALLON

T.O.S. EL = +23' - 0"

TELECOM POE

DINING BOH UG3 2532 SF

9'-3"

4'-0"

6'-0"

5'-11"

14'-9 1/4"

62'-8"

M2b

(212) 643-9055 - TEL (212) 643-0503 - FAX

M2a

15'-4 1/2" 54'-8 7/8"

12" CURB VALVE LOCATED 18" FROM CURB

WALK IN COOLERS ACC-UG3 628 SF

3'-9"

M3.b

F/E CABINET SURFACE MOUNTED 26" AFF TO BOC

GAS ROOM ACC-UG3 237 SF

13'-7"

23'-0"

CONNECT TO EXISTING GAS MAIN (BY CON EDISON)

2/5/2021 3:36:04 PM

17 36" x 36"

8" M2b

3'-9"

FOOD SERVICE STORAGE ROOM ACC-UG3 36 SF 4'-5" 1'-0"

ELEVATOR ALCOVE

3'-0"

36" x 24"

12 36" x 36"

116 West 32nd Street New York, NY 10001

F.FL. EL = +23'- 1" T.O.S. EL = + 23' - 0"

4'-0"

M2b

2'-5"

103'-10 1/2"

EXISTING LOW PRESSURE GAS MAIN

30" x 18"

MEP_ FP Engineers

21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001

14'-5 1/4"

MGE

Geotechnical Consultants

N63 4'-0"

(212) 594-2700 - TEL

Langan

C31

M2a

420 Lexington Ave New York, NY 10170

N83

F/E CABINET SURFACE MOUNTED 26" AFF TO BOC

T.O.S. EL. = +23' - 0"

3'-0" 4"

GREASE INTERCEPTOR. 2" DIRECT CONNECTION, FIRST COMPARTMENT FOR 3 COMP. SINK. CAPACITY: 45 GALLONS

5'-1"

6'-0"

T.O.S. EL. = +22' - 3 1/2"

7'-10"

26'-4"

T.O.S. EL. = +23' - 0"

2 A-703

2'-9"

C18

N63

C28

M2b

59'-8 1/2"

8 1/2" SLAB DEPRESSION FOR WALK-IN

2'-6" FIRE PUMP ROOM ACC-UG3 235 SF

M2a

1'-9"

3'-6"

6'-0"

21'-7 3/4"

2'-11"

14'-1 1/4"

13'-9"

10'-0"

NASSAU ST.

2 A-428

M2b

8. SLOPE ELEVATOR LOBBY AWAY FROM ELEVATOR SHAFT (1% SLOPE PER BC 3008.4)

M2b

6'-1 1/2"

T.O.S. EL. = +22' - 3 1/2"

10'-0"

N73

M2b

7'-11"

M2b

98"L x 20"W x 4"D PIT

C20

M2b

C30

M2b

17'-6 1/2"

M2b

10'-3'L x 56'W x 8 1/2"D PIT

40'-9 3/4"

F/E CABINET SURFACE MOUNTED 26" AFF TO BOC

Developer

Demolition

M2b

6'-0"

N83

5'-2"

24'-1 1/4"

6'-0"

T.O.S. EL. = +23' - 0"

3'-0"

14'-1 1/4"

6'-0"

CONNECT TO EXISTING 20" WATER MAIN (REFER TO CIVIL DRAWING C-201)

2 A-716

10'-0"

C11

M2b

AC-1

7. EXIT STAIR CORE ENCLOSURES SHALL BE TYPE D2b (2-HR RATED IMPACT RESISTANT) AS INDICATED ON THE FLOOR PLANS

SL GREEN REALITY CORP.

10'-0"

1200AS

1'-0"

TR-C-5 750kVA

1'-0"

18 36" x 30"

C17

4'-8"

13 36" x 30"

6. SHAFT WALL AT ELEVATOR SHAFTS SHALL BE TYPE H2c (2-HR REATED) AS INDICATED ON THE FLOOR PLANS

9'-2"

C06

DDSB

800AS

8'-2 1/4"

C05

ADSB

TR-C-2 500kVA

400AS

9 36" x 20"

800AS

C14

FOOD SERVICE STORAGE ROOM ACC-UG3 139 SF

M2b

TR-C -FP2 112.5kVA

FPS-2 800AS

FOV 2"ø

C07

3'-9"

112.5kVA

30AS

M2b

800AS

TR-4E

TR-C -FP1 112.5kVA

M2b

FOF 2"ø

CEILING MOUNTED

PP-C

11'-3 1/4"

6'-6"

CEILING MOUNTED

M2b

TR-C-4 500kVA

1'-0"

200AS

4'-8"

1'-0"

LP-C-1

ATS#9

30AS

24" x 30"

5'-1"

TR-C-3 500kVA

HDSB SEC-2

ELECTRICAL SERVICE ROOM ACC-UG3 1119 SF

FLOOR MOUNTED UNISTRUT (TYP)

5. ALL CHASE WALLS REFER TO PLANS FOR ASSEMBLY THICKNESS: A. CHASE WALLS BETWEEN APARTMENTS/ DORMITORY ROOMS AND CORRIDORS SHALL BE TYPE C2a (2-HR RATED) UNLESS OTHERWISE NOTED. B. CHASE WALLS BETWEEN APARTMENTS OR DORMITORY ROOMS N96 SHALL BE TYPE C1a (1-HR RATED) UNLESS OTHERWISE NOTED.

63'-10 1/2"

HDSB SEC-1

8'-8 3/4"

30kVA

SS2#2 (HDSB)

800AS

SS2#4 SS2#3 (MDP-12 (EM DP-12) -1)

P. C.

1'-6"

34'-3 1/2"

EQUIPMENT MOUNTED ON UNISTRUT (TYP)

75kVA

30AS

SS2#1 (ADSB)

M2b

TR-3E

9'-0"

SEB/ CT CABINET

100AS

9'-0"

60AS

30" x 18"

6" CURB VALVE LOCATED 18" FROM CURB

M2b

19 SEB/ x 24" 18" CT CABINET

27'-9 1/4"

13'-0"

6" CURB VALVE LOCATED 18" FROM CURB

WATER SERVICE ROOM ACC-UG3 706 SF

TAP SEC.

400AS

TR-1E

ATS#7

SS#1 (DDSB)

4. ALL FURRING WALLS ON COLUMNS, STRUCTURE OR RATED SHFAT WALLS SHALL BE TYPE F0a UNLESS OTHERWISE NOTED.

C6-4

3/4"

100AS

SS#2 SS#4 (EMDP-R) (MDP-12-2)

C5-5

FPS-1 800AS

TR-C-1 500kVA

16'-1 1/4"

ATS ROOM ACC-UG3 178 SF

ELP-C

SS#3 (RDSB)

ATS#2

OPT-DP-C

7 3/4"

18" x 24"

T.O.S. EL = + 26' - 6"

CONNECT TO EXISTING 20" WATER MAIN (REFER TO CIVIL DRAWING C-201)

1'-2"

T.O.S. EL = + 23' - 0"

19'-0"

2'-8"

19'-0"

10 18" x 24"

21'-6 3/4"

3. ALL DEMISING PARTITIONS BETWEEN APARTMENTS OR DORMITORY ROOMS SHALL BE TYPE D1a (1-HR RATED) UNLESS OTHERWISE NOTED.

116'-5 1/2"

39'-1 1/2"

N96

ISMAEL LEYVA

PARTITION NOTES:

24'-0"

EXISTING 20" CITY WATER MAIN

FLOOR PLAN NOTES

E124

BEEKMAN ST .

6" CURB VALVE LOCATED 18" FROM CURB

N111

E100

A R C H I T E C T S,

20'-0"

APPROXIMATE LOCATION OFSUBWAY STRUCTURE

APPROXIMATE EXTENTS OF EXISTING VAULTS

18" x 16"

TITLE

C6-4

N00

CELLAR FLOOR PLAN

24'-4"

20'-0"

E00

20'-0"

E20

18'-0"

E40

18'-0"

E58

24'-0"

E76

24'-0"

E100

E124

NB# 121208317 ACADEMIC USE CONSTRUCTION TENANT FIT-OUT SPACE TO BE FILED SEPARATELY. SHOWN FOR REFERENCE ONLY TENANT DESIGN DEVELOPMENT PROGRESS PLANS DATED 1/21/2021 USED FOR REFERENCE

Cellar Floor Plan SCALE:

1/4" = 1'-0"

SCALE: As indicated DATE: PROJECT No: 20.102

A-100 .00

E00

E20

E40

20'-0"

18'-0"

LINE OF WESTERN 24'-0" EDGE OF BEEKMAN PLAZA SEE A-100

18'-0"

N111

10'-1 3/4"

CANOPY ABOVE

LINEAR DRAIN

P. EL = 36' - 0 1/2" 5/8"

V15-6

10 18" x 24"

SF01 3408 E9- 3405

E1- 3541

3'-10"

7" 7" SEISMIC GAP EX. EL = 34' - 9 3/8"

E9-

E1- 3541

E9- 3405

E1- 3541

E9- 3405

3408

E9-

11'-3 3/4"

16'-4 3/4"

6 A-428 A-401

P. EL = 35' - 0"

E9-

4'-0 1/4"

P. EL = 35' - 0"

E9- 3426

H- 354

18" x 24"

E9- 3405 E9- 3426

E9- 3426 E9-

E1- 3541

E9- 3405

E1- 3541

E9- 3405

3408

E9-

E9- 3426 1

E9- 3405 E9- 3426 E9- 3426

P. EL = 35' - 0"

E9- 3426 E9- 3426

3'-9" E9- 3405

3408

3408 E1- 3541

24" x 30"

H- 354

E9- 3405 E9E9- 3426

3408

E1- 3541

E9- 3426

E9- 3405

E9- 3426

E9-

E1- 3541

3408

E9- 3426 E9- 3405

FOF 2"ø

EL + 35' - 2" E0106

E9- 3405

E9- 3426

E1- 3541

E9-

3408

E9-

FOV 2"ø

3408

3408 E9- 3405

4' - 0"

E9- 3405

E9- 3426 1

E9- 3405 1

E9- 3405

E9- 3426 E9- 3426

E9- 3405

E9- 3426 H- 354

E9- 3405

E9- 3426 1

E9- 3405

E9- 3426 H- 354

E9- 3405

E9- 3426 H- 354

E9- 3405

E9- 3426 H- 354

E9- 3405

E9- 3426 1

E9- 3405 E9- 3426

E9- 3426 E9-

3408

3408 E9- 3405

E1- 3541

6'-4 1/2"

RATED FE CABINET RECES 26" AFF TO BOC

LOBBY UG3 951 SF

ADA PUSH BUTTON ACCESS BOLLARD. SEE DETAIL 10 ON DWG A-017

E9- 3405

E9-

E9- 3426 E9- 3426

H- 354 1

16'-0"

7'-1 1/2"

10'-0"

E9- 3426

1 A-181

D2b

E9- 3426

3 A-703

N73

11'-5"

9'-8"

2'-9"

SF04

9'-11"

3'-9"

5'-0"

9" 10'-9"

5'-0"

9'-11"

420 Lexington Ave New York, NY 10170 (212) 594-2700 - TEL

MGE

116 West 32nd Street New York, NY 10001 (212) 643-9055 - TEL (212) 643-0503 - FAX

MGE Unified Technologies Corp. IT / Security / AV Engineers 116 West 32nd Street New York, NY 10001 (212) 643-9055 - TEL (212) 643-0503 - FAX

Newline Structures Construction Manager 512 7th Ave. New York, NY 10018 (212) 280-3019 - TEL

Thornton Tomasetti Structural Engineer

51 Madison Ave. New York, NY 10001 (212) 532-2211 - TEL (212) 481-6108 - FAX

Howard I Shapiro & Associates Demolition

266 Merrick Rd #310 Lynbrook, NY 11563 (516) 791-2600 - TEL

N83 Langan

Geotechnical Consultants 21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001 (212) 479-5400 - TEL (212) 479-5444 - FAX

Van Deusen Associates

Vertical Transportation Engineers 120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936

N73

(973) 994-9220 - TEL (973) 994-2539 - FAX

E9- 3426

4'-0"

E9- 3405

H- 354 1

CAFETERIA UG3 4988 SF

N63

F.FL. EL = +35'- 2" T.O.S. EL = + 35' - 0"

36" x 36"

3'-8"

H2c F0d

4'-4"

4'-0" 8 36" x 24"

29'-4"

3 30" x 18"

4'-0"

E9- 3426

E9- 3405

H- 354 1

103'-10 1/2"

Developer

4'-4"

9'-8"

5'-0"

2'-7" 1'-6"

E9- 3426

A-428

E9- 3405

H- 354 1

NASSAU STREET

5'-7"

E9- 3405

H- 354 1

8. SLOPE ELEVATOR LOBBY AWAY FROM ELEVATOR SHAFT (1% SLOPE PER BC 3008.4)

10'-0"

E9- 3405

H- 354 1

18'-0" 4'-0" 3'-4"

2'-8"

SL GREEN REALITY CORP.

10'-0"

2'-8"

EXISTING ADJACENT MASONRY BUILDING 6 STORY 18'-11"

2'-8"

9'-4"

1'-0"

2'-8"

5'-0"

2'-8"

MTL GATE TO BE CONNECTED TO FA - FAIL SAFE

5'-0"

0112

2'-8"

N83 T.O.S. EL = +37' - 11 15/64"

D2a

7'-4"

4'-0"

E9- 3426

3'-0"

G0101

E9- 3405

H- 354 1

10'-9 1/2"

1'-0"

36" x 30"

1'-0"

36" x 30"

36" x 20"

7. EXIT STAIR CORE ENCLOSURES SHALL BE TYPE D2b (2-HR RATED IMPACT RESISTANT) AS INDICATED ON THE FLOOR PLANS

0109

FCS PKS

3'-0" 4"

F.FL. EL = +35'- 2" T.O.S. EL = + 35' - 0" RECEPTION

10'-0"

N96

E9- 3426

6'-9 1/2" 30" x 18"

N63

F0a

H- 354

6'-9 1/2" H- 354

H- 354 H- 354

E9- 3405

E9- 3426

E9- 3426 E9- 3426 H- 354

E9- 3426

3 A-716

E0103

E1- 3541

E9- 3405

13'-0"

10'-1 3/4"

H- 354

E9- 3405 1

E9- 3426

34'-5 1/2"

E9- 3405

16'-0"

3408

18" x 18"

E9- 3426

H- 354 H- 354

E9- 3405

E9- 3426

5'-6" E9- 3405

E1- 3541 E9-

E9- 3426

3408

H- 354 1

E9- 3405

T.O.S. EL = +37' - 8 31/128"

E9- 3405

EL = 36' - 2" 4"

E9- 3405

E1- 3541 E9-

2' - 6"

F.FL. EL = +35'- 2" T.O.S. EL = + 35' - 0"

SF03 E9- 3426

N96

E9- 3426

H- 354

RAMP : 7.29%

3'-6"

E9- 3405

E1- 3541

10'-2 1/4"

CANOPY DRAIN

10'-4 3/4"

3408

E9-

E0105

E9-

E9E1- 3541 E9- 3405

E9-

EL = 36' - 2" 4"

4. ALL FURRING WALLS ON COLUMNS, STRUCTURE OR RATED SHFAT WALLS SHALL BE TYPE F0a UNLESS OTHERWISE NOTED.

EL + 35' - 2"

E1- 3541

E0102

C6-4

E1- 3541

1'-5 1/4"

E9- 3426

18" x 24"

EL = 36' - 2" 4"

EL = 36' - 4" 2"

H- 354 1

E9- 3405

ADA PUSH BUTTON ACCESS BOLLARD. SEE DETAIL 10 ON DWG A-017

H- 354

EX. EL = 37' - 9"

C5-5

E9- 3405

PEDESTRIAN CIRCULATION AREA 523 SF 34'-4 3/4"

SF02 E9- 3426

2" EL = 36' - 4"

P. C.

MEP_ FP Engineers

3. ALL DEMISING PARTITIONS BETWEEN APARTMENTS OR DORMITORY ROOMS SHALL BE TYPE D1a (1-HR RATED) UNLESS OTHERWISE NOTED.

FUEL OIL TANK VENT TERMINATION

16'-4 3/4"

3 A-402

1. REFER TO SHEETS A-018, A-019 FOR PARITION TYPES AND ASSEMBLY DETAILS AS INDICATED ON THE FLOOR PLANS. 2. ALL PARTITIONS BETWEEN APARTMENTS/ DORMITOR ROOMS AND CORRIDORS SHALL BE TYPE D2a (2-HR RATED) UNLESS OTHERWISE NOTED.

24x24x12 FUEL OIL RECESSED WALL FILL BOX

17'-0"

P. EL = 36' - 3" 1 1/12"

ISMAEL LEYVA

PARTITION NOTES:

116'-5 1/2"

3'-4 1/4"

6" FSP SIAMESE CONNECTION

2'-4 7/8"

19'-0"

24'-0"

19'-0"

16'-8 3/4"

P. EL = 37' - 2"

RAMP : 3.15%

FLOOR PLAN NOTES

13'-0"

3 A-403

E124

CON ED VAULT

3'-4 1/4"

EX. EL = 37' - 4 3/4"

E100

A R C H I T E C T S,

6'-6"

11'-8"

E76

H- 354

N111

E58

BEEKMAN S TREET

NO 1 2 3 4 5 6 7 8 9

DATE REV ISSUE 03/27/2020 100% SCHEMATIC DESIGN 06/05/2020 50% DESIGN DEVELOPMENT 06/08/2020 DOB FILING SET 08/17/2020 DOB OBJ. RESPONSE 08/28/2020 100% DESIGN DEVELOPMENT 10/01/2020 DOB OBJ. RESPONSE 11/04/2020 50% CD ISSUANCE 11/24/2020 80% CD ISSUANCE 12/04/2020 DOB OBJ. RESPONSE 01/29/2021 100% CD ISSUANCE

H- 354 1

E9- 3405

E9- 3426

1'-4"2'-8 1/4"

ELP 30"x22"

6'-4 3/4"

IDF M2b

ACC-UG3 115 SF 2 4

54"

T.O.S. EL. = +36' - 5"2

A-428

J 9

17'-6 1/2"

15 24" x 24"

29'-0"

99'-11" 48'-4"

4'-4" 2'-4" 6" 4'-6"

3'-0"

6'-0" 6"

4 A-701

14'-0" 3'-0" 1'-0"

1'-6"

10'-3 1/2"

OA 30"x54"

4'-0 3/4"

8'-3"

EMPLOYEE CHECK-IN AREA

M2b

SL Green Realty

0103

4'-8 1/2"

8" 11'-5 3/4"

20 23

10"

18" x 18"

6 1/2"

46'-7 1/2"

EXISTING ADJACENT BRICK BUILDING

C5-5

5 STORY

3 STORY

20'-0"

E40

18'-0"

E58

(212) 594-2700

15 Beekman 15 Beekman St. New York, NY 10038

TITLE

N00

C6-4

24'-0"

E76

SCALE: As indicated DATE: PROJECT No: 20.102

24'-0"

E100

E124 NB# 121208317 ACADEMIC USE CONSTRUCTION TENANT FIT-OUT SPACE TO BE FILED SEPARATELY. SHOWN FOR REFERENCE ONLY TENANT DESIGN DEVELOPMENT PROGRESS PLANS DATED 1/21/2021 USED FOR REFERENCE

001

level 1 SCALE:

1/4" = 1'-0"

1ST FLOOR PLAN

71'-11 1/2"

2 STORY

18'-0"

New York, NY 10170

18" x 24"

E20

N20

420 Lexington Ave.

36" x 36"

20'-0"

8 1/2"

1'-0" M2b

T.O.S. EL = + 35' - 0"

T.O.S. EL. = +35' - 0"

2 20

1'-4"

M2b

9'-6 1/2"

F0c

M2b

ACC-UG3 223 SF

3'-0"

A-427

0102

20'-0"

12'-4"

ACC-UG3 106 SF 10'-2 3/4"

AHU ROOM

13 7

1'-0"

5'-10 3/4"

1. SLOPE ELEVATOR LOBBY AWAY FROM ELEVATOR SHAFT (1% SLOPE PER BC 3008.4)

1 STORY

24"x55"

24" x 18"

T.O.S. EL = + 36' - 5" ELECTRICAL PFSP ROOM

NOTES:

21'-9 1/2"

16'-10 1/2" 5'-6"

T.O.S. EL = + 36' - 5"

M2b

6'-4 1/2"

3'-6" 4 1/2"

15'-7 1/2"

5'-6"

8'-9"

11'-0" 26

N34

1'-10"

5'-0"

6'-3"

0104

17'-0 1/4"

@ 2ND FLOOR

F.FL. EL = +35'- 2" T.O.S. EL = + 35' - 0" 3'-8" M2b

10'-0 1/4" OUTLINE OF TOWER

2'-4 1/2" F0c

3'-9"

0105

11'-8 1/4"

5'-0 1/2"

5'-0"

20'-0"

1'-4" 1

3'-0"

M2b

0106

4 1/2"

10'-4 1/4"

5'-5 1/2"

F0a

18'-4"

M2b

EX. EL = 38' - 4 1/16"

3'-0"

RAMP : 1:12

4'-0"

1'-3"

14'-3"

5'-6"

3'-9"

M2a

T.O.S. EL = + 36' - 5" 3'-0" 4'-2"

5'-6"

6'-0"

T.O.S. EL = + 37' - 4" 2'-5" 5'-0"

RAMP : 1:12

FRONT

29'-0"

3'-1 1/2"

15'-0"

F/E CABINET SURFACE MOUNTED 26" AFF TO BOC

FRONT

G 8"

8'-4 3/4"

3'-6"

TX-1 8"x12"

F.FL. EL = +35'- 2" T.O.S. EL = + 35' - 0"

3'-0" 7

H2c

ACC-UG3 176 SF 5'-9"

G 3"

2. FURNITURE SHOWN FOR COORDINATION ONLY. TO BE PROVIDED BY PACE.

4'-3"

13'-8 1/2"

0107

E0101

4'-0"

5'-0"

CS 24"x16"

H2c

F0a

3'-0"

M2b

3'-1 1/2"

11'-0"

10'-9"

6'-0"

14'-10 1/2" M2a

ELEVATOR LOBBY

13'-3"

4'-0"

STP 26"x16"

H2b

7'-9"

0101

M2b

RAMP : 1:12

T.O.S. EL = + 38' - 5" UP

4'-6"

4'-10" FD

H2c

SEE NOTE 8 TYP. All FLOORS

4'-10"

14'-0"

DN DN

M2b

98"L x 20"W x 4"D PIT

0113

13'-0"

A-427 H2b

RX 1'-4"1'-6"14"x10"

F.FL. EL = +35'- 2" T.O.S. EL = + 35' - 0" 10'-10"

M2b

8'-0"

FO 3"ø FO 3"ø

3'-0"

4'-8 1/4"

1 1/2"

18'-7"

3 A-711

N00

1'-1"

P. EL = 38' - 4 1/8"

N20

H2c

16 36" x 30"

3'-1"

T.O.S. EL. = +35' - 0"

H2c

11"

T.O.S. EL. = +34' - 3 1/2"

T.O.S. EL. = +37' - 4"

ELECT.

GX 22"x14"

N34

T.O.S. EL = + 37' - 4" 8"

3'-0"

15'-6 1/2"

T.O.S. EL. = +37' - 4"

8 1/2" SLAB DEPRESSION FOR WALK-IN

T.O.S. EL. = +35' - 0"

8" 12'-4"

T.O.S. EL. = +38' - 5"

20'-0"

C:\Users\apostolache\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_apostolacheLBXAR.rvt

T.O.S. EL. = +38' - 5"

8'-6 3/4"

E00 2/5/2021 3:36:18 PM

DINNING STAGING ROOM ACC-UG3 229 SF

6" SIDEWALL F.A.I. (ZURN Z1471-6) 6" F.A.I DN.

N40

T.O.S. EL. = +34' - 3 1/2"

8'-10"

T.O.S. EL. = +34' - 3 1/2"

36" x 30"

M2b

0110

F0d

T.O.S. EL. = +35' - 0"

T.O.S. EL. = +34' - 3 1/2"

T.O.S. EL = + 38' - 5"

GAS METER ROOM VENT LOUVER WITH MINIMUM 50 SQ. IN. FREE AREA

3'-0"

F0d

36" x 24"

13'-8"

TURNSTILE

3'-0" 4"

T.O.S. EL = +34' - 3 1/2"

4 A-404

D2b

8"∅ GAS METER ROOM VENT DUCT DN IN 2-HR FIRE RATED ENCLOSURE

1'-1"

1'-6"

0111

T.O.S. EL = +38' - 3 205/256"

6'-4"

T.O.S. EL = +35' - 0"

M2b

WASTE STORAGE ROOM ACC-UG3 210 SF

9'-11"

T.O.S. EL. = +34' - 3 1/2"

N40 30" x 18"

10'-0"

2'-6"

T.O.S. EL. = +35' - 0"

8 1/2" SLAB DEPRESSION FOR WALK-IN

9'-11" 4'-0"

1'-6"

T.O.S. EL. = +35' - 0"

E9- 3426

T.O.S. EL. = +34' - 3 1/2"

T.O.S. EL. = +35' - 0"

H- 354 1

E9- 3405

T.O.S. EL. = +34' - 3 1/2"

23'-0"

T.O.S. EL. = +35' - 0"

H2c

A-101 .00

E20

E40

20'-0"

E58

20'-0"

E76

18'-0"

E100

18'-0"

24'-0"

BEEKMAN S TREET

N111 5'-11 3/4"

5'-6"

3'-4 1/4"

6'-8 1/4"

3'-4 1/4"

W05

6'-8 1/4"

W-01

2'-4 7/8"

3'-4 1/4"

6'-8 1/4"

W-01

3'-4 1/4"

W-01 W-01

18" x 24"

6'-8 1/4"

3'-4 1/4"

W-01

6'-8 1/4"

3'-4 1/4"

W-01

3'-4 1/4"

W-01

6'-8 1/4"

3'-4 1/4"

W-01

18" x 24"

6'-2 1/2"

3. ALL DEMISING PARTITIONS BETWEEN APARTMENTS OR DORMITORY ROOMS SHALL BE TYPE D1a (1-HR RATED) UNLESS OTHERWISE NOTED.

C6-4

6'-8 1/4"

1'-1" SEISMIC GAP

22 24" x 30" 2 A-505

1 A-505

18" x 18"

13'-0"

8. SLOPE ELEVATOR LOBBY AWAY FROM ELEVATOR SHAFT (1% SLOPE PER BC 3008.4)

1'-0"

10'-9"

1'-0" 1'-1"

4'-0"

1'-5"

W-03

6" 8" 3'-5"

2'-9"

6'-10"

F0d

4'-4" 2'-4"

6" H2c

H2b

D2a

4'-6"

ACC-UG3 117 SF 5'-0"

SEE NOTE 8, TYP. All FLOORS

0207

1'-5" 2'-7"

ELEVATOR LOBBY

H2b

F/E CABINET SURFACE MOUNTED 26" AFF TO BOC

4'-0"

5'-3"

L 4"

STP 26"x16"

V 4"

L 6"

H2b

H2c

1'-8"

N34 NOTES: 1. SLOPE ELEVATOR LOBBY AWAY FROM ELEVATOR SHAFT (1% SLOPE PER BC 3008.4) 2. FURNITURE SHOWN FOR COORDINATION ONLY. TO BE PROVIDED BY PACE.

4" 1'-6"

14'-0"

4" 8'-8 3/4"

7'-9"

H2b

29'-0"

1A A-509

10'-0" MIN.

0201

D2b

21'-8 1/2"

N20

5'-0"

6'-3 3/4"

5'-6 3/4" 8"

5'-2 1/4"

5'-6"

1'-0"

12'-4"

1'-4" 2'-9 1/2"

ELP 24"x16"

5'-2 1/2"

F0c

1'-0"1'-4"

24" x 18"

11'-0"

O.D. R.D.

D2b

ACC-UG3 391 SF

16'-5 3/4"

21'-4"

1'-5"

15 L03

20 18" x 36"

23 18" x 24"

46'-7 1/2"

N00

EXISTING ADJACENT BRICK BUILDING 5 STORY

C5-5

3 STORY 20'-0"

E00

20'-0"

E20

E40

18'-0"

E58

(212) 594-2700

F.FL. EL = +47'- 3" T.O. SL. EL = +46'- 3"

15 Beekman 15 Beekman St. New York, NY 10038

2A A-509

N00

2B A-509

18'-9 3/4"

2 STORY

18'-0"

New York, NY 10170

TITLE C6-4

53'-2"

420 Lexington Ave.

1ST FLOOR ROOF

17'-11 5/8"

24" x 24"

SL Green Realty

O.D. R.D.

OUTSIDE AIR INTAKE LOUVER

D2b

RELIEF AIR DISCHARGE LOUVER

H2b

ELECTRIC CLOSET ACC-UG3 160 SF

MECHANICAL ROOM 10'-0" MIN.

" -8 ' 3

5'-0"

HOOD MAKEUP AIR INTAKE LOUVER

3'-0" MIN.

18'-2 1/2"

10'-11 3/8"

11'-4 3/4"

PFSP 24"x55"

11'-0"

0203

1'-3 5/8"

5'-0"

1B A-509

20'-0"

F0a

21'-3 7/8"

H2c

5'-0"

0" 5'-

4 1/2"

4" STP 30"x20"

1'-4"

24'-0"

E76

24'-0"

E100

level 2 SCALE:

1/4" = 1'-0"

2ND FLOOR PLAN

SCALE: As indicated DATE: PROJECT No: 20.102

E124 NB# 121208317 ACADEMIC USE CONSTRUCTION TENANT FIT-OUT SPACE TO BE FILED SEPARATELY. SHOWN FOR REFERENCE ONLY TENANT DESIGN DEVELOPMENT PROGRESS PLANS DATED 1/21/2021 USED FOR REFERENCE

G 8"

F0c

8'-4 5/8"

L03

5'-0" 10'-1 1/4"

6'-11 1/2" 11'-8"

2'-6"

F0d

NO 1 2 3 4 5 6 7 8 9

G 3"

CS L 10" 24"x16"

H2c

SEE NOTE 1

L 6"

T.O.S. EL. = +54' - 6"

W11 C12

3'-4" 6'-8"

F0a

20'-1 1/2"

3'-6 1/4"

20'-0"

(973) 994-9220 - TEL (973) 994-2539 - FAX

4 A-711

UP 8

(516) 791-2600 - TEL

C12

0205

H2b

266 Merrick Rd #310 Lynbrook, NY 11563

M2b

L 10"

H2c

D2b

W-03

Demolition

FO 3"ø

H2b

T.O.S. EL. = +54' - 6"

6'-8"

N20

Howard I Shapiro & Associates

FO 3"ø

D2b W-03

(212) 532-2211 - TEL (212) 481-6108 - FAX

29'-0"

4'-4"

4'-10" 12 12

W11 W23

F0d

KX-2 48"x24"

W23

T.O.S. EL. = + 53' - 9 1/2"

W23

51 Madison Ave. New York, NY 10001

CWPD L 4" 6"

H2b

T.O.S. EL. = +53' - 9 1/2"

W46 W23 W11 W46

W46

W23

N34

98"L x 20"W x 4"D PIT

Thornton Tomasetti

H2c

P 8"

18'-6"

W11 C12

C12 C12

C12

F0d

T.O.S. EL. = +54' - 6"

T.O.S. EL. = +53' - 9 1/2"

3'-4"

(212) 280-3019 - TEL

F0d

GX 22"x14"

TX-1 34"x20"

8 1/2" SLAB DEPRESSION FOR WALK-IN

9'-5"

H2c

D2b

ELECT.

36" x 26"

20'-0"

36" x 26"

T.O.S. EL. = +54' - 6"

8 1/2" SLAB DEPRESSION FOR WALK-IN

C12

W-03

T.O.S. EL. = +53' - 9 1/2"

W46

W23

1'-6"

H2c

4'-0" 2'-5"

T.O.S. EL. = +54' - 6"

H2b

C12

W23

512 7th Ave. New York, NY 10018

F0d

RX 14"x10"

N40

T.O.S. EL. = +53' - 9 1/2"

30" x 18" 36" x 24"

6'-8"

11-1/2

3'-4"

12 11-1/2

T.O.S. EL. = +54' - 6"

Construction Manager

0206

6'-8"

3'-4"

6'-8"

NASSAU ST.

ELEVATOR ALCOVE ACC-UG3 292 SF

F0d

Newline Structures

1'-0"

10'-6"

W-03

9'-5"

N73

3'-8"

(212) 643-9055 - TEL (212) 643-0503 - FAX

120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936

99'-11"

9'-5"

116 West 32nd Street New York, NY 10001

49'-4"

1'-6"

IT / Security / AV Engineers

Vertical Transportation Engineers

4'-4"

36" x 30"

MGE Unified Technologies Corp.

4'-6"

36" x 30"

W-03

6'-0"

36" x 24"

(212) 643-9055 - TEL (212) 643-0503 - FAX

Van Deusen Associates

H2c

4'-0"

30" x 18"

29'-4"

3'-4"

103'-2 1/2"

116 West 32nd Street New York, NY 10001

(212) 479-5400 - TEL (212) 479-5444 - FAX

F0d

MGE

21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001

N63

H2c

1'-7"

(212) 594-2700 - TEL

Geotechnical Consultants

30'-4"

23'-0"

0"2'-1"

F.FL. EL = +54'- 7" T.O.S. EL = +54' - 6"

C:\Users\apostolache\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_apostolacheLBXAR.rvt

9'-5"

W-03

N40

2/5/2021 3:36:36 PM

1'-6"

4'-0"

N63

CAFATERIA UG3 8486 SF

7'-0"

4'-0"

6'-8"

10'-0"

3'-4"

3" 0202

420 Lexington Ave New York, NY 10170

Langan DN

1'-0"

T.O.S. EL. = +54' - 6"

6'-6"

Developer

N83

10'-0"

3'-4"

13'-2"

7. EXIT STAIR CORE ENCLOSURES SHALL BE TYPE D2b (2-HR RATED IMPACT RESISTANT) AS INDICATED ON THE FLOOR PLANS

4 A-716

D2b

6'-8"

10'-0"

N73

SL GREEN REALITY CORP.

10'-0"

12 46

4'-0" UP

23 12

P. C.

Structural Engineer

8'-3"

W-03

T.O.S. EL. = +54' - 6"

1'-11"

6'-8"

T.O.S. EL. = +53' - 9 1/2"

18'-11"

T.O.S. EL. = +54' - 6"

3' -4 "

8 1/2" SLAB DEPRESSION FOR WALK-IN

0204

1'-0"

36" x 26"

T.O.S. EL. = +53' - 9 1/2"

36" x 24"

36" x 18"

10'-4 1/4"

T.O.S. EL. = +54' - 6"

3'-4"

30" x 18"

11-1/2

N96

F0a

11-1/2

F0d

10'-3 7/8"

13'-0"

6'-5 1/4"

N96

N83

4. ALL FURRING WALLS ON COLUMNS, STRUCTURE OR RATED SHFAT WALLS SHALL BE TYPE F0a UNLESS OTHERWISE NOTED.

W-01 F0d

A R C H I T E C T S,

MEP_ FP Engineers

CANOPY ABOVE ENTRANCE

C5-5

3'-4 1/4"

W-01

18" x 24"

W07

2. ALL PARTITIONS BETWEEN APARTMENTS/ DORMITOR ROOMS AND CORRIDORS SHALL BE TYPE D2a (2-HR RATED) UNLESS OTHERWISE NOTED.

EXISTING ADJACENT MASONRY BUILDING 6 STORY 18'-11"

19'-0"

7'-0"

4 A-405

3'-4 1/4"

ISMAEL LEYVA

PARTITION NOTES: 1. REFER TO SHEETS A-018, A-019 FOR PARITION TYPES AND ASSEMBLY DETAILS AS INDICATED ON THE FLOOR N111PLANS.

44'-3 3/4"

6'-8 1/4"

FLOOR PLAN NOTES

24'-0"

115'-8 1/4"

6'-8 1/4"

E124

19'-0"

E00

A-102 .00

E00

E20

E40

E58

E76

E100

E124

ISMAEL LEYVA A R C H I T E C T S,

P. C.

FLOOR PLAN NOTES 20'-0"

20'-0"

18'-0"

24'-0"

24'-0" PARTITION NOTES:

SL GREEN REALITY CORP.

N111

N111 4 A-406

9' - 11"

6'-0"

12'-0"

6'-0"

BEEKMAN ST .

12'-0"

6'-0"

19'-0"

2'-4 7/8"

C5-5

12'-0"

6'-0"

12'-0"

6'-0"

O.D. R.D.

TERRACE

9'-7 1/4"

8'-8"

FDNY ACCES S TY P

106'-1 1/2" 10'-0"

5'-0"

2' - 6"

E1- 3541

E9- 3405

E9- 4 326

E9- 3405

H- 3541 E9- 3405

H- 3541

E9- 3405

H- 3541 E9- 3405

H- 3541

E9- 3405

H- 3541 E9- 3405

H- 3541

E9- 3405

H- 3541 E9- 3405

H- 3541

E9- 3405

6'-0"

E9- 3405

E9- 4 326

5'-0"

E9- 3405

H- 3541

ADA PUSH BUTTON ACCESS BOLLARD. SEE DETAIL 10 ON DWG A-017

1'-0"

H- 3541

E9- 4 326

0606

UP 15

N83

5'-0"

6'-6"

5'-0"

10'-9"

(212) 643-9055 - TEL (212) 643-0503 - FAX

MGE Unified Technologies Corp. IT / Security / AV Engineers 116 West 32nd Street New York, NY 10001 (212) 643-9055 - TEL (212) 643-0503 - FAX

Newline Structures Construction Manager 512 7th Ave. New York, NY 10018 (212) 280-3019 - TEL

Thornton Tomasetti Structural Engineer

51 Madison Ave. New York, NY 10001 (212) 532-2211 - TEL (212) 481-6108 - FAX

Howard I Shapiro & Associates Demolition

266 Merrick Rd #310 Lynbrook, NY 11563 (516) 791-2600 - TEL

19'-3"

21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001

10'-0"

(212) 479-5400 - TEL (212) 479-5444 - FAX

2 A-717

1'-0"

6'-5"

17'-5"

1'-5"

116 West 32nd Street New York, NY 10001

Van Deusen Associates

Vertical Transportation Engineers 120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936

N73

(973) 994-9220 - TEL (973) 994-2539 - FAX

13'-2"

MEP_ FP Engineers

Geotechnical Consultants

4'-0"

H- 3541

E9- 3405

N73

5'-0"

E9- 3426

1'-0"

5'-0"

O.D. R.D.

12'-0"

10'-0"

E9- 3405

H- 3541

6'-5"

18'-1"

E9- 3426

LIBRARY

8. SLOPE ELEVATOR LOBBY AWAY FROM ELEVATOR SHAFT (1% SLOPE PER BC 3008.4)

(212) 594-2700 - TEL

Langan

D2b

7. EXIT STAIR CORE ENCLOSURES SHALL BE TYPE D2b (2-HR RATED IMPACT RESISTANT) AS INDICATED ON THE FLOOR PLANS

5'-0"

2' - 6"

1'-0"

H- 3541

H- 3541 E9- 3405

H- 3541

E9- 4 326

6'-0"

H- 3541

H- 3541 E9- 3405

21 24" x 30"

4 A-505

E9- 3426

N83

18 24" x 28"

3 A-505

E9- 4 326

33" x 28"

13 26" x 24"

4' - 0"

E9- 3426

MGE

6. SHAFT WALL AT ELEVATOR SHAFTS SHALL BE TYPE H2c (2-HR REATED) AS INDICATED ON THE FLOOR PLANS

E9- 3408

13'-0"

4'-6"

N96

10'-0 1/4"

O.D. R.D.

LINE OF BUILDING FACE ABOVE

4' - 0"

12'-0"

N96

2. ALL PARTITIONS BETWEEN APARTMENTS/ DORMITOR ROOMS AND CORRIDORS SHALL BE TYPE D2a (2-HR RATED) UNLESS OTHERWISE NOTED.

4. ALL FURRING WALLS ON COLUMNS, STRUCTURE OR RATED SHFAT WALLS SHALL BE TYPE F0a UNLESS OTHERWISE NOTED.

O.D. R.D.

19'-10"

C6-4

420 Lexington Ave New York, NY 10170

3. ALL DEMISING PARTITIONS BETWEEN APARTMENTS OR DORMITORY ROOMS SHALL BE TYPE D1a (1-HR RATED) UNLESS OTHERWISE NOTED.

19'-0"

12'-0"

Developer

1. REFER TO SHEETS A-018, A-019 FOR PARITION TYPES AND ASSEMBLY DETAILS AS INDICATED ON THE FLOOR PLANS.

0605 E9- 3426

36" x 24"

29'-4"

70'-0"

E9- 3405

6'-5"

PFSP 24"x55"

5'-2 1/4"

4'-7"

1'-0"

12'-4"

D2b

1'-4" 2'-9 1/2"

11'-6 1/2"

ELP 30"x22"

6'-0 3/4"

ELECTRIC CLOSET ACC-UG3 137 SF

H2b

4'-4"

10'-0"

3'-8" 6"

49'-0"

29'-0"

99'-11"

4'-6" 4'-4"

JC 50 SF 8'-4 5/8"

G 3"

CS L 10" 24"x16"

G 8"

F0c

1'-8"

N34 NOTES:

C0a

1. SLOPE ELEVATOR LOBBY AWAY FROM ELEVATOR SHAFT (1% SLOPE PER BC 3008.4)

L15

3'-0"

2'-0"

3'-0"

3'-0" 29'-0" DORM ELEV. 338 SF

2'-0" 7"

1'-6"

2'-0"

14'-0"

2'-0"

7'-9"

3'-0"

24'-8"

TERRACE ACC-UG3 1012 SF

15'-0 1/2"

17'-11 1/2"

3A A-509

6' HIGH PTD. ALUM SCREEN FENCE WITH LOCKED GATE

3'-0" ACCU-7

N20

3B A-509

SL Green Realty 420 Lexington Ave. New York, NY 10170 (212) 594-2700

F0a

1'-4"

E9- 3423

H- 3541

E9- 3405

5'-0"

8"3' -

7/ 8"

5'-5 1/2"

L 6"

20'-0"

1'-4"5'-0" 10'-1 1/4"

E9- 3423

H- 3541

E9- 3405

V 4"

21'-7 3/4"

0601

L 4"

H2c

10'-5"

12'-5"

9'-9 1/4"

11'-0"

9'-10"

5'-0"

H2b

STP 16"x30"

O.D. R.D.

L04

0607

5'-3"

H2c

11'-3 1/4"

H2b

4'-0"

ACC-UG3 117 SF 5'-0"

M2b

H2b

O.D. R.D.

F0a

1'-5" 2'-7"

11'-0"

3'-0" 10'-0"

1'-5"

28'-3"

0602

H2c

ELEVATOR LOBBY

H2b

F/E CABINET SURFACE MOUNTED 26" AFF TO BOC

D2a

3'-0"

F0a

D2b

SP 30"x16"

5'-0"

E9- 3405

H- 3541

5'-0"

3'-6"

RELIEF AIR DISCHARG E LOUVER

12'-11"

3'-0"

2' - 6"

2'-5 1/2"

E9- 3426

5'-0"

10'-0" MIN.

12'-0"

4' - 0"

6" 2'-2"

3'-0" MIN.

H- 3541

E9- 3405

4'-9"

17'-0"

16'-0"

E9- 3426

D2b

3'-0"

4' - 0"

O.D. R.D.

H- 3541

E9- 3405

5'-0"

MECHANICAL ROOM ACC-UG3 286 SF

FO 3"ø

2. FURNITURE SHOWN FOR COORDINATION ONLY. TO BE PROVIDED BY PACE.

E9- 3426

2'-2"

H2c

RX 14"x10"

0608

E0602

W10

OUTSIDE AIR INTAKE LOUVER

H- 3541

W10

E9- 3426

N34

20" x 36"

H2b

22'-8"

FO 3"ø

H2c 50 CFM H2c

GX 22"x14"

1'-5"

3'-7 1/4"

L04

ADA PUSH BUTTON ACCESS BOLLARD. SEE DETAIL 10 ON DWG A-017

ADA PUSH BUTTON FOR DOOR RECESSED IN WALL @ 36" A.F.F. 18'-9 1/2"

ELECT.

7'-3"

5'-0"

E9- 3405

H- 3541

15'-7"

1'-0"

RX 14"x10"

4'-6"

5'-0"

E9- 3426

CWPD L 4" 6"

F0d

N40 7

2'-4"

F0d

0604

H2b

9 3/4" 3'-4"

D2b

6'-0"

H- 3541

E9- 3405

F0d

TX-1 34"x20"

12'-3 3/4"

H2c

2'-5"

E9- 3426

47" x 24"

F0d

4'-0"

5'-0"

84'-1 3/4"

E9- 3405

H- 3541

12'-0"

4'-10"

5'-0" 6'-0"

E9- 3426

6'-0"

E9- 3405

H- 3541

L 10"

L 4" L 4"

N20

6'-0"

130 CFM

L 8"

1'-10" 8"

4'-11 1/2"

H2c

NO 1 2 3 4 5 6 7 8 9

E9- 3426

L 6"

T.O.S. EL = +121' - 4"

E0603

6" SEISMIC GAP

ELEVATOR ALCOVE 292 SF

H2c

F.FL. EL = +121'- 5"

20'-0"

N63

COFFEE HOUSE & FOOD SERVICE UG3

2' - 6"

20'-0"

1'-6"

4'-4"

36" x 24"

9'-5"

F0d

4'-0"

36" x 18"

26'-4"

5'-0"

3'-8"

C:\Users\apostolache\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_apostolacheLBXAR.rvt

30'-4"

4'-0"

12'-0"

H- 3541

E9- 3405

NASSAU ST.

E9- 3426

23'-0"

5'-0"

E9- 3405

H- 3541

36" x 20"

15 Beekman 15 Beekman St.

24" x 18"

New York, NY 10038

46'-7 1/2"

TITLE

6' WIDE CLEAR PATH

13'-6 1/2"

C5-5

N00

C6-4

6TH FLOOR PLAN

39'-9 1/4" UNOBSTRUCTED PERIMETER ACCESS

SCALE: As indicated DATE: PROJECT No: 20.102

18'-7 3/4"

20'-0"

E00 2/5/2021 3:37:43 PM

1'-7" 6"

H2c

N40

N00

6'-10"

3'-5"

9" E9- 3426

N63

6"1'-7" 4'-0"

9'-5"

2'-9"

5'-0"

6'-0"

10'-0"

E9- 3405

H- 3541

1'-6"

7'-0"

20'-0"

E20

18'-0"

E40

18'-0"

E58

24'-0"

E76

24'-0"

E100

E124 NB# 121208317 ACADEMIC USE CONSTRUCTION TENANT FIT-OUT SPACE TO BE FILED SEPARATELY. SHOWN FOR REFERENCE ONLY TENANT DESIGN DEVELOPMENT PROGRESS PLANS DATED 1/21/2021 USED FOR REFERENCE

level 6 SCALE:

1/4" = 1'-0"

A-106 .00

E00

E20

E40

E58

E76

E100

E124

ISMAEL LEYVA A R C H I T E C T S,

20'-0"

18'-0"

24'-0"

FLOOR PLAN NOTES

24'-0"

PARTITION NOTES:

N111

1. REFER TO SHEETS A-018, A-019 FOR PARITION TYPES AND ASSEMBLY DETAILS AS INDICATED ON THE FLOOR PLANS.

3. ALL DEMISING PARTITIONS BETWEEN APARTMENTS OR DORMITORY ROOMS SHALL BE TYPE D1a (1-HR RATED) UNLESS OTHERWISE NOTED.

19'-0"

2. ALL PARTITIONS BETWEEN APARTMENTS/ DORMITOR ROOMS AND CORRIDORS SHALL BE TYPE D2a (2-HR RATED) UNLESS OTHERWISE NOTED.

N96

N96 C6-4

105'-6 1/2" 3'-4"

1'-8"

5'-0"

3'-4"

1'-8"

3'-4"

1'-8"

5'-0"

W09

3'-4"

1'-8"

5'-0"

W09

3'-4"

1'-8"

5'-0"

W09

3'-4"

1'-8"

W09

5'-0"

3'-4"

1'-8"

5'-0"

W09

3'-4"

1'-8"

5'-0"

W09

3'-4"

1'-8"

5'-0"

W09

3'-4"

1'-8"

5'-0"

W09

3'-4"

2'-2 1/2"

3 A-717

W09

36" x 26"

36" x 28"

36" x 30"

7. EXIT STAIR CORE ENCLOSURES SHALL BE TYPE D2b (2-HR RATED IMPACT RESISTANT) AS INDICATED ON THE FLOOR PLANS

6'-2"

UP 14

13'-2"

W09

6'-6"

1'-5"

0706

420 Lexington Ave New York, NY 10170 (212) 594-2700 - TEL

MGE

MEP_ FP Engineers 116 West 32nd Street New York, NY 10001 (212) 643-9055 - TEL (212) 643-0503 - FAX

MGE Unified Technologies Corp. 116 West 32nd Street New York, NY 10001 (212) 643-9055 - TEL (212) 643-0503 - FAX

Newline Structures Construction Manager 512 7th Ave. New York, NY 10018 (212) 280-3019 - TEL

Thornton Tomasetti Structural Engineer

51 Madison Ave. New York, NY 10001 (212) 532-2211 - TEL (212) 481-6108 - FAX

Howard I Shapiro & Associates Demolition

266 Merrick Rd #310 Lynbrook, NY 11563 (516) 791-2600 - TEL

Langan

21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001 (212) 479-5400 - TEL (212) 479-5444 - FAX

Van Deusen Associates

Vertical Transportation Engineers

5'-0"

120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936

6'-2"

6'-10"

5'-0"

Developer

Geotechnical Consultants

N73

10'-9"

5'-0"

N73

N83 19'-3"

17'-11"

8. SLOPE ELEVATOR LOBBY AWAY FROM ELEVATOR SHAFT (1% SLOPE PER BC 3008.4)

10'-0"

1'-0"

17'-8" D2b

1'-8"

10'-0"

5'-6"

4 A-407

W09

1'-0"

F0d

1'-0"

10'-9"

F0d

3'-4"

5'-0"

N83

F0d

5'-4"

1'-8"

40" x 36"

F0d

13'-0"

3'-4"

13'-0"

W09

5'-0"

SL GREEN REALITY CORP.

IT / Security / AV Engineers

4. ALL FURRING WALLS ON COLUMNS, STRUCTURE OR RATED SHFAT WALLS SHALL BE TYPE F0a UNLESS OTHERWISE NOTED.

C5-5

P. C.

(973) 994-9220 - TEL (973) 994-2539 - FAX

5'-0"

N63

10'-0"

6'-10"

3'-5"

6"1'-7"

1'-7" 6" 4'-4"

9'-5"

7'-0"

4'-0"

1'-6"

2'-9"

1'-8"

10'-0"

3'-4"

0705

30'-4"

9'-5"

1'-6"

N63

W09

36" x 24"

L 6"

D2b

F0d

TX-1 34"x20"

H2b

D2a

H2c

3'-8 1/4"

18'-3"

10'-1 1/4"

11'-5"

12'-6" 1'-0"

5'-6" 1

29'-0" STP 16"x30"

ACC-UG3 5'-3" 126 SF 5'-0"

L 4"

V 4"

L 6"

JC 64 SF 8'-4 5/8"

G 3"

CS L 10" 24"x16"

G 8"

H2c F0c

1'-8"

N34

H2c

NOTES:

C0a

1. SLOPE ELEVATOR LOBBY AWAY FROM ELEVATOR SHAFT (1% SLOPE PER BC 3008.4)

3'-0"

13'-0" 2'-0"

29'-0"

14'-0"

3'-6"

1'-6"

17'-0"

ELECTRIC CLOSET ACC-UG3 140 SF

5'-3 1/2" 5

4'-0"

H2b

ELEVTOR LOBBY

F/E CABINET SURFACE MOUNTED 26" AFF TO BOC

11'-0"

10'-1 1/2" PFSP 24"x55"

ELP 30"x22"

9 3/4" 3'-4"

6'-1 1/4"

D2b

3'-1 1/2" 11'-3 1/2"

10'-11 3/4"

20'-0"

DRIVE

0701

T.O.S. EL = + 137' - 10"

1'-0"

4'-0"

H2b

28'-3"

24'-8"

33'-0"

N20

57'-8" C5-5

C6-4

SL Green Realty 420 Lexington Ave. New York, NY 10170 (212) 594-2700

20'-0"

9" 1'-6"

RELIEF AIR DISCHARGE LOUVER

12'-5"

3'-0" MIN.

W09

CONTROLLER

L04

10'-0"

H2c

W10

1'-8"

3'-0"

10'-0"

SP 30"x16"

3'-0"

RX H2b 14"x10"

6" VDA STANDARD (VVVF) 55" L x 22" W x 86"H

3'-4"

12'-6"

H2b 0707

4'-5 1/2" 5'-0"

48" CLEARANCE

8'-2 1/2"

8'-6"

16'-10 1/2"

10'-0" MIN.

3'-4" 1'-8" W09

MECHANICAL ROOM ACC-UG3 273 SF

40"L x 24"W x 72"H MOTOR DRIVE

5'-0"

M2a

0708

1'-5" 2'-2"

M2b

H2b

H2c

2. FURNITURE SHOWN FOR COORDINATION ONLY. TO BE PROVIDED BY PACE.

1'-4 1/2"

48" CLEARANCE

C:\Users\apostolache\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_apostolacheLBXAR.rvt

13'-9" 16

D2a

N20

F0a

15 Beekman 15 Beekman St.

24" x 18"

New York, NY 10038

TITLE

34'-1 3/4"

N00

13'-6 3/4"

7TH FLOOR PLAN

58'-4 3/4"

20'-0"

E00 2/5/2021 3:38:00 PM

20'-0"

7'-7"

L04

W10

OUTSIDE AIR INTAKE LOUVER

0702

2'-10"

W09

11'-7 1/2"

N34

20" x 36"

3'-0"

5'-0"

11"

1'-5"

1'-8"

15'-7 1/4"

FO 3"ø

0703 GX 22"x14"

4'-0"

11 36" x 24"

FO 3"ø

4'-6"

ELECT.

7 36" x 32"

68'-3"

F0d

1'-10"

3'-4"

N40 5"

CWPD L 4" 6"

0704

F0d F0d

49'-0"

4'-4" H2c F0d

2'-5"

1'-4 1/2"

5'-0"

2'-4"

4'-0"

3'-4" 1'-8"

L 4" L 4"

N40

F0d

L 8"

W09

4'-6"

W09

L 10"

84'-1 3/4"

4'-4" H2c

4'-10"

5'-0"

H2c

6'-0"

F0d

ELEVATOR ALCOVE ACC-UG3 292 SF

7'-9"

ACADEMIC ACC-UG3 4841 SF

29'-4 1/2"

1'-8"

36" x 32"

F.FL. EL = +135'- 5"

23'-0"

3'-8" H2c

4'-0"

3'-4"

4'-0"

F0d

NO 1 2 3 4 5 6 7 8 9

20'-0"

E20

18'-0"

E40

18'-0"

E58

24'-0"

E76

24'-0"

E124

E100 NB# 121208317 ACADEMIC USE CONSTRUCTION TENANT FIT-OUT SPACE TO BE FILED SEPARATELY. SHOWN FOR REFERENCE ONLY TENANT DESIGN DEVELOPMENT PROGRESS PLANS DATED 1/21/2021 USED FOR REFERENCE

level 7 SCALE:

1/4" = 1'-0"

SCALE: As indicated DATE: PROJECT No: 20.102

A-107 .00

E00

E20

E40

E58

E76

E100

E124

ISMAEL LEYVA A R C H I T E C T S,

20'-0"

18'-0"

24'-0"

FLOOR PLAN NOTES N111

N111

(212) 594-2700 - TEL

1. REFER TO SHEETS A-018, A-019 FOR PARITION TYPES AND ASSEMBLY DETAILS AS INDICATED ON THE FLOOR PLANS.

MGE

4. ALL FURRING WALLS ON COLUMNS, STRUCTURE OR RATED SHFAT WALLS SHALL BE TYPE F0a UNLESS OTHERWISE NOTED. C5-5

N96

C6-4

105'-6 1/2" 1'-8"

5'-0"

3'-4"

1'-8"

5'-0"

L01

3'-4"

1'-8"

5'-0"

L01

3'-4"

1'-8"

5'-0"

L01

3'-4"

1'-8"

L01

3'-4"

1'-8"

5'-0"

L01

3'-4"

7" SEISMIC GAP

L01

MAINTENANCE WORKSHOP ACC-UG3 280 SF

4'-6"

1209

5'-0"

4'-9"

6'-3"

7'-0 1/2"

9"1'-3"

3'-9"

1'-0"

N83

M2a

3'-9"

T.O.S. EL = +205' - 4"

1'-1"

4 A-717

5'-0"

1207

L01

F/E CABINET SURFACE MOUNTED 26" AFF TO BOC

34'-8"

7'-6"

8. SLOPE ELEVATOR LOBBY AWAY FROM ELEVATOR SHAFT (1% SLOPE PER BC 3008.4)

MTL STEEL GATE TO BE CONNECTED TO FA - FAIL SAFE

N73

12'-2"

4'-9"

2'-11"

4'-5"

H2b

1'-6" 4'-0"

3'-0"

ELEVATOR STPH2b LOBBY 16"x30" ACC-UG3 26'-7 1/2" 195 SF 5'-7" 3'-10" 5'-2" H2c

L 4"

V 4"

L 6"

Langan

21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001 (212) 479-5400 - TEL (212) 479-5444 - FAX

120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936 (973) 994-9220 - TEL (973) 994-2539 - FAX

3'-0"

68'-3"

NO DATE REV ISSUE 100% SCHEMATIC DESIGN 1 03/27/2020 50% DESIGN DEVELOPMENT 2 06/05/2020 DOB FILING SET 3 06/08/2020 DOB OBJ. RESPONSE 4 08/17/2020 08/28/2020 100% DESIGN DEVELOPMENT 5 11/04/2020 50% CD ISSUANCE 6 80% CD ISSUANCE 7 11/24/2020 12/04/2020 DOB OBJ. RESPONSE 8 01/29/2021 100% CD ISSUANCE 9

G 3"

CS L 10" 24"x16"

G 8"

F0c

3'-10"

2'-4 1/2"1'-6"

N34

2 1/2"

NOTES: 1. SLOPE ELEVATOR LOBBY AWAY FROM ELEVATOR SHAFT (1% SLOPE PER BC 3008.4)

L05

2'-0"

266 Merrick Rd #310 Lynbrook, NY 11563

3'-0"

2. FURNITURE SHOWN FOR COORDINATION ONLY. TO BE PROVIDED BY PACE.

14'-0"

2'-0"

Demolition

M2b

H2b

7'-9"

3'-0"

Howard I Shapiro & Associates

ACCU-9

1'-0"

1'-6"

SL Green Realty

420 Lexington Ave.

(212) 594-2700

20'-0"

New York, NY 10170

SPXF-1

5'-0"

C6-4

10'-1"

74'-5" C5-5

33'-0"

N20

16'-3 1/4"

5'-0"

5'-11"

8'-9"

3'-0 1/2"

3'-9"

24'-8"

28'-3"

16'-9"

G1202

5'-0"

11'-10 3/4"

15 Beekman 15 Beekman St.

6" SEISMIC GAP

9 3/4" 3'-4"

3'-6"

4'-0" N34

ELECT.

O.D. R.D.

M2a

20'-0"

3'-0"

L05

O.D. R.D.

3'-0"

11'-11" 1206

5'-0 1/4"

1'-4" 2'-2"

24'-8 1/2"

3'-4"

2'-0" ACCU-83'-0"

L05

(212) 532-2211 - TEL (212) 481-6108 - FAX

FO 3"ø

H2b

SEE NOTE 1

TERRACE ACC-UG3 468 SF

1'-0"

M2a

1'-8"

3'-0"

L05

51 Madison Ave. New York, NY 10001

ELPF-3

L01

2'-0"

L05

F.FL. EL = +205'- 5" T.O. S. EL = +204'- 9"

4'-7" 6"

2 A-713

4'-5"

2'-1 1/4"

N20

4'-2 1/2" 1" MLP-12-1 6"

3'-0"

5'-0"

17'-0 3/4"

14'-0 3/4"

H2b

M2a

TR-12-2 30KVA XFMR

1'-8"

3'-4"

ELECTRICAL ACC-UG3 461 SF

2'-5"

L05

Structural Engineer

FO 3"ø

38.2K

H2b

H2c

EUH-2

11'-0"

L05

Thornton Tomasetti

29'-0"

GX RX 22"x14" 14"x10"

1'-5"

45" x 36"

1'-6" 6" 2'-9"

1205

6'-0"

1'-5"

EUH-2

5'-0"

(212) 280-3019 - TEL

CWPD L 4" 6"

38.2K

N40 STPF-3

512 7th Ave. New York, NY 10018

49'-0"

2'-10 1/2"

3'-10 1/2" 6"

TX-1 34"x20"

5'-4" 9 1/4"

3'-8"

36" x 16"

1202

SP 38"x18"

26'-4"

27'-4"

41'-7"

12'-6 1/2"

2'-6"

6" 13'-1"

M2a

F/E CABINET SURFACE MOUNTED 26" AFF TO BOC

4'-9"

TR-12-1 45KVA XFMR

30x16

STPF-1

ATS#5

M2a EMDP-12

TXF-1

30x16

Construction Manager

38.2K

MECHANICAL ACC-UG3 477 SF

Newline Structures

28.7K

L01

9'-7 1/4"

T.O.S. EL = +207' - 10"

29'-3"

9'-11" M2a

30'-8"

7'-2"

1212

MDP-12-2 MP-12-1

11'-1 3/4"

38.2K

1201

T.O.S. EL = + 205' - 4" 24'-11"

M2a

CNTRL CNTRL

9'-7"

1204

ELEVATOR ELECTRICAL ROOM ACC-UG3 191 SF

4'-6 1/4" 5'-0"

M2a

F.FL. EL = +205'- 5"

18" x 30"

7'-0"

1211

4'-10"

E1201

5'-0"

1'-6"

M2a

3'-4" 1'-8"

MDP-12-1

6'-8"

5'-6"

TR-12E-1 30KVA XFMR

9'-1"

57.4K

1212

11'-3 1/2"

6" 1210

2'-6"

20'-0"

5'-0"

5'-6"

13'-10"

5'-0" 3'-4"

MDF ACC-UG3 354 SF PP-12-SEC

L01

2'-0"

14'-5"

PP-12-MDF

1'-8" 5'-0"

84'-1 3/4"

23'-0"

L01

24" x 24"

M2a

22'-10 1/2"

57.4K

1'-8"

3'-4"

PRV

36" x 16"

(212) 643-9055 - TEL (212) 643-0503 - FAX

10'-0"

N63

M2a

116 West 32nd Street New York, NY 10001

T.O.S. EL = +207' - 10"

L01

36" x 16"

IT / Security / AV Engineers

Vertical Transportation Engineers

E.M.R. ACC-UG3 1139 SF

11'-5"

DHWG

MGE Unified Technologies Corp.

Van Deusen Associates

3'-9"

19'-7"

7'-6"

5'-0"

(212) 643-9055 - TEL (212) 643-0503 - FAX

1'-6"

1203

5'-2"

7. EXIT STAIR CORE ENCLOSURES SHALL BE TYPE D2b (2-HR RATED IMPACT RESISTANT) AS INDICATED ON THE FLOOR PLANS

1210

7'-4"

1208

116 West 32nd Street New York, NY 10001

Geotechnical Consultants

1'-0"

5'-0"

3'-4"

MECHANICAL ACC-UG3 1292 SF

6'-5"

HV-2

MEP_ FP Engineers

(516) 791-2600 - TEL UP

WORSHOP STORAGE ACC-UG3 114 SF

LAUNDRY ROOM ACC-UG3 769 SF

28'-7"

2'-2 1/2"

4'-7"

HX-2

CHWP-2

MUAF-1

3'-6 1/2"

CHWP-1

19'-6 1/2"

12'-2"

CH-2

L01

10"

3'-4"

5'-0"

L01

12'-2"

20'-0"

6'-9"

1'-8" 5'-0"

NASSAU ST.

1'-8"

24" x 48"

3'-9 1/4"

CH-1

1'-8"

10'-0" 10'-0"

3'-4"

42" x 28"

37'-9 1/2"

36" x 16"

C:\Users\cpark\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_cpark.rvt

5'-0"

UH-1

N40

New York, NY 10038 1A A-510

34'-3 3/4"

1B A-510

TITLE

N00

13'-7"

12TH FLOOR PLAN

58'-5"

20'-0"

E00 2/2/2021 9:56:07 PM

1'-8"

VFD

4'-5"

N63

3'-4"

L01

1 A-408

N73

5'-0"

18" x 36"

1'-8" 5'-0"

5'-0"

L01

48" x 18"

N83

1'-8"

3'-4"

13'-0"

L01

3'-4"

13'-0"

3'-4"

10'-0"

5'-0"

19'-3"

1'-8"

Developer

PARTITION NOTES:

3. ALL DEMISING PARTITIONS BETWEEN APARTMENTS OR DORMITORY ROOMS SHALL BE TYPE D1a (1-HR RATED) UNLESS OTHERWISE NOTED.

N96

SL GREEN REALITY CORP. 420 Lexington Ave New York, NY 10170

2. ALL PARTITIONS BETWEEN APARTMENTS/ DORMITOR ROOMS AND CORRIDORS SHALL BE TYPE D2a (2-HR RATED) UNLESS OTHERWISE NOTED.

19'-0"

BEEKMAN ST .

3'-4"

P. C.

20'-0"

E20

18'-0"

E40

18'-0"

E58

24'-0"

E76

SCALE: As indicated DATE: PROJECT No: 20.102

24'-0"

E100

E124 NB# 121208317 ACADEMIC USE CONSTRUCTION TENANT FIT-OUT SPACE TO BE FILED SEPARATELY. SHOWN FOR REFERENCE ONLY TENANT DESIGN DEVELOPMENT PROGRESS PLANS DATED 1/21/2021 USED FOR REFERENCE

level 12 SCALE:

1/4" = 1'-0"

A-112 .00

E00

E20

E40

E58

E76

E100

E124

ISMAEL LEYVA A R C H I T E C T S,

20'-0"

18'-0"

24'-0"

P. C.

24'-0"

FLOOR PLAN NOTES SL GREEN REALITY CORP.

N111

PARTITION NOTES: 1. REFER TO SHEETS A-018, A-019 FOR PARITION TYPES AND ASSEMBLY DETAILS AS INDICATED ON THE FLOOR PLANS. 2. ALL PARTITIONS BETWEEN APARTMENTS/ DORMITOR ROOMS AND CORRIDORS SHALL BE TYPE D2a (2-HR RATED) UNLESS OTHERWISE NOTED. 3. ALL DEMISING PARTITIONS BETWEEN APARTMENTS OR DORMITORY ROOMS SHALL BE TYPE D1a (1-HR RATED) UNLESS OTHERWISE NOTED.

19'-0"

BEEKMAN ST .

4. ALL FURRING WALLS ON COLUMNS, STRUCTURE OR RATED SHFAT WALLS SHALL BE TYPE F0a UNLESS OTHERWISE NOTED.

N96

C5-5

4 A-409

N96

C6-4

105'-6 1/2"

7'-9 1/2"

3'-0" 18

9'-2" J

54"

3'-0"

TGB

D2a

2'-5"

2'-0"

3'-0"

2'-0"

3'-0"

3'-6"

1'-0"

F0a

5'-8"

5'-9"

10"

ELEVATOR LOBBY 328 SF

3'-3"

10"

1'-6"

RX-2 12"x12"

H2b 12'-2"

3'-0"

2'-0"

3'-0"

2'-0"

H2.b

4'-0"

13'-0"

3'-9"

19'-3"

6'-5"

Demolition

266 Merrick Rd #310 Lynbrook, NY 11563 (516) 791-2600 - TEL

Langan

Geotechnical Consultants

10'-0"

H2b 4"

H2b

N34

3'-6"

3'-0"

G 3"

5'-6"

G 8"

STP CS 28"x18"24"x16"

H2.b

3'-6"

5" 2'-4"

N34

PLUMBING RISER

NOTES:

1. SLOPE ELEVATOR LOBBY AWAY FROM ELEVATOR SHAFT (1% SLOPE PER BC 3008.4)

3'-0"

2. FURNITURE SHOWN FOR COORDINATION ONLY. TO BE PROVIDED BY PACE.

D0a

14'-0"

7'-9"

13'-5"

1'-6"

29'-0"

41'-5"

32'-11 3/4"

N20 DORMITORY BED COUNT SUMMARY

74'-5"

24'-8 1/2"

FLOOR BELOW

11'-1"

6'-2" TX-A SPD 8"x12" 12"x14"

EL. + 220.14

6 A-513

C5-5

13TH FLOOR.............................33 BEDS (RD UNIT)

C6-4

1'-0"

3'-9"

5'-6"

BUNK BED 36x80

D2b

1'-0" 4'-1 1/4" 1'-0" UP

D2a

2 A-714

14TH - 17TH FLOOR................172 BEDS (RD UNIT) (43 BEDS PER FLOOR X 4 FLRS) 18TH-22ND FLR ......................235 BEDS (47 BEDS PER FLR X 5 FLRS)

1'-0"

23RD FLOOR (TRANSFER).......23 BEDS

31'-1 3/4"

25TH FLOOR..............................21 BEDS

N00

20'-0"

E20

Howard I Shapiro & Associates

FO 3"ø

1'-0"

20'-0"

(212) 532-2211 - TEL (212) 481-6108 - FAX

FO 3"ø

H2.b

5'-9"

D2b

6'-0" 6'-0"

1'-5"

2'-6" 1'-6"

11'-0"

C0a

D0a

1'-0"

6" SEISMIC GAP

N00

51 Madison Ave. New York, NY 10001

24x48 BR (6,800) (PURGE)

F0a

6'-0"

H2.b

3'-6"

Structural Engineer

3'-6"

SERVICE HALL

30'-10 1/2"

3'-0"

Thornton Tomasetti

12'-10"

16'-8" D2b

W12

RECYCLABLES HOLDING AREA

3'-1 1/2"

3'-10"

3'-6" JC 27 SF

H2c

3'-0"

(212) 280-3019 - TEL

C148

1'-0"

9'-1 3/4"

D2a

W13

512 7th Ave. New York, NY 10018

1'-6"

H2c

RESIDENTIAL LIFE OFFICES 12'-1" ACC-UG3 D2b 1189 SF

8'-3 1/2"

4'-0 1/4"

W12

4'-3" 9'-3"

H2c

RECEPTION

4'-0"

D0a

H2c

F0a

W12

Construction Manager

29'-0"

4'-0 1/2" 5"

68'-3"

D2a

D2b

W12

Newline Structures

49'-0"

1'-0"

STAIR A D2b 154 SF

SEE NOTE 1

W12

(212) 643-9055 - TEL (212) 643-0503 - FAX

NO DATE REV ISSUE 100% SCHEMATIC DESIGN 1 03/27/2020 50% DESIGN DEVELOPMENT 2 06/05/2020 DOB FILING SET 3 06/08/2020 DOB OBJ. RESPONSE 4 08/17/2020 08/28/2020 100% DESIGN DEVELOPMENT 5 11/04/2020 50% CD ISSUANCE 6 80% CD ISSUANCE 7 11/24/2020 12/04/2020 DOB OBJ. RESPONSE 8 01/29/2021 100% CD ISSUANCE 9

5'-6"

3'-3"

FRONT

ELECTRICAL / TELECOM CLOSET

36" x 30"

N40

W12

116 West 32nd Street New York, NY 10001

(973) 994-9220 - TEL (973) 994-2539 - FAX

N63

7'-10"

16" x 36" W12

IT / Security / AV Engineers

120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936

N73

0687

H2c

4'-7"

3'- 6"

6'-3 1/4"

9'-2"

1'-6 3/4"

$ 8'-5"

+18"

ELECTRICAL RISER FROM 12TH TO 13TH FLOOR

11 A-851

4'-0 1/4"

MGE Unified Technologies Corp.

Vertical Transportation Engineers

D2b

5'-0"

D2a

21 A-850

6'-3 1/4"

10'-0"

TV & STORAGE 53 x 19

8'-9"

7'-5"

13'-9"

8'-5" 5'-4"

1 A-850

5'-6"

6'-0"

3'-8" 4" 5'-0"

TX-E 12"x12"

C0a

1'-0"

(212) 643-9055 - TEL (212) 643-0503 - FAX

GFCI

C1a

C0a

PRINTER / PANTRY 66 SF 10'-2 1/4" $

REF

2'-9"

5'-0"

23'-9"

4'-0 1/4"

+48"

116 West 32nd Street New York, NY 10001

(212) 479-5400 - TEL (212) 479-5444 - FAX

4'-0"

1'-1"

MEP_ FP Engineers

+42"

+80"

RD UNIT UG3

D1a

6'-1"

+18"

381 SF

D2a

D0b

3'-1 1/2"

SINK

D0a

F0d

9'-10" $

H2b

7'-8"

GFCI

F0c

C2a GFCI

MGE

Van Deusen Associates

ADA UNIT UG3

1'-1"

D0b

1'-1"

+42"

8. SLOPE ELEVATOR LOBBY AWAY FROM ELEVATOR SHAFT (1% SLOPE PER BC 3008.4)

(212) 594-2700 - TEL

21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001

RANGE

H2b

MUA-4 10"x10"

D0b

C1a

7'-2"

F0d

1'-1 1/2"

1'-1 1/4" 13'-5 3/4"

13'-3"

13'-9 3/4"

283 SF

DRESSER 38 x 20

+55" MW MW

GFCI

3'-0"

N83

20'-0"

WAP

D0a

10'-2 1/2"

9 3/4" 3'-4"

1 A-820

D2b

DESK 22x30

30'-11"

D0d

D0b

12'-10 3/4" 3 BEDS S/C 135 SF

D2a

OFFICE 89 SF

26" x 26"

6"2'-2 1/4"

1'-8" 20'-0"

5'-0"

WRDB. 24x24

10"

COUNTER

7. EXIT STAIR CORE ENCLOSURES SHALL BE TYPE D2b (2-HR RATED IMPACT RESISTANT) AS INDICATED ON THE FLOOR PLANS

3'-9" 1'-0"

1/4"

4" 3'-0" 1'-0"

GFCI

REF/FRZ

8'-10 1/2"

7'-8"

5'-0" 3'-4"

C:\Users\cpark\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_cpark.rvt

6'-2" $

10'-2" 19'-3 1/2"

$ R

2 BEDS 95 SF 3'-8"

SINGLE BED 36x80

DESK 22x30

E00 2/2/2021 9:56:21 PM

W11

WRDB. 24x24

10"

H2b

GFCI

WAP WAP

F0a

D0b

#1/17-H&V COM.

WRDB. 24x24

10"

C2a

WRDB. 24x24

REF

420 Lexington Ave New York, NY 10170

S/C

DESK 22x30

RMW

3'-9"

D0a

D0b

10 BEDS UG3

5 1/2" 5'-4"

OPEN WORK SPACE

1 A-155

MUA-2 10"x10"

6 A-851

24" x 24" H2b

F0d

PRIVATE OFFICE 110 SF 11'-1"

C1a

F0a

WRDB. 24x24

D0b

D0a

D0b

WRDB. 24x24

10"

5'-0"

959 SF

BUNK BEDWRDB. 36x80 24x24

BUNK BED 36x80

F0c

1 A-851

RECESSED FIRE EXTINGUISHER CABINET

2'-2 3/4"5"

2'-0"

WRDB. 24x24

DESK 22x30

TX-B 16"x9"

11'-6 1/4"

20'-0"

3'-4"

7'-2 1/2"

S/C

3 BEDS 138 SF DESK 22x30

MUA-1 16"x14"

7'-7 1/4"

11'-0"

24x48 BR (6,800) (PURGE)

T.O.S. EL = + 219' - 4"

PRIVATE OFFICE 130 SF

D2a

CABINET 36X18

BUNK BED 36x80

SINGLE BED 36x80

F.FL. EL = +219'- 5"

D2a

D0b DESK 22x30

FSD/AD 8x8 TR (PURGE) (275)

H2.a

D2a

TX-4 8"x6"

3'-9"

FULL BED 54X75

6. SHAFT WALL AT ELEVATOR SHAFTS SHALL BE TYPE H2c (2-HR REATED) AS INDICATED ON THE FLOOR PLANS

D2a

D1a

D0a

1 A-718

18" x 18"

D2a

S/C

DESK 22x30

2'-2 1/2"

WAP

6'-0 3/4"

8" CABINET 36X18

9'-8 3/4"

WRDB. 24x24

ADA UNIT (2BED) 181 SF

3'-5 1/2"

ADA UNIT. #1/7- W/Transfer Showers

$ D0b

F0a

3'-8"

WAP

WRDB. 24x24

DESK 22x30

F0a

1'-8"

2'-5 1/2"

6'-8 1/2"

1'-8"

36" x 16"

WRDB. 24x24

3'-4"

DESK 22x30

D0b

3'-3"

3'-4"

13'-5 3/4"

S/C

D1a

$ 5'-0 1/2"

4'-9 1/4"

2 BEDS 105 SF

1 A-152

9'-8 1/4"

D0b C1a

S/C

F0a

2'-5 1/2"

BUNK BED 36x80

9'-5 3/4"

N40

C1a

DESK 22x30

REF/FRZ

5'-4 1/4" 4"

FSD/AD

D2a

7'-11"

5 1/2"

3'-4" 1'-8"

DESK 22x30

W11

BUNK BED 36x80

7'-5"

10 BEDS UG3

5'-0"

10'-2 1/4"

SINGLE BED 36x80

3'-9 3/4" 6'-7 3/4"

W11

D0a

7'-10 1/4"

D2a

1'-8"

W11

+18"

SINGLE BED 36x80

WAP DESK 22x30

7'-9 1/2"

4" 5"

1153 SF

3'-4"

S/C

$ $

11'-2"

13'-5 1/2"

D2a

D0a B

3'-4" 16 A-850

S/C

11'-0 3/4"

5'-0"

GFCI

30" x 16"

3 BEDS 145 SF

D1a

11 A-850

S/C

2 BEDS 124 SF

BUNK BED 36x80

D0b

F0a

D0b

BUNK BED 36x80

2 1/2"

1 A-154

5'-8 1/2" A

WRDB. 24x24

5'-6"

6'-11 1/4"

WRDB. 24x24

F0a

10 BEDS UG3

9'-7"

24x24

WRDB. 24x24

DESK 22x30

1'-9"5" 3'-9 1/2"

4 A-820

GFCI

7 1/4"

WAP

3'-4" 5'-0"

1'-8"

36" x 16"

11'-8 1/2" WRDB.

WRDB. 24x24

WAP

DESK 22x30

N20

6 A-850

GFCI

1045 SF

WRDB. 24x24

C1a

GFCI

S/C

DESK 22x30

5'-0"

2 BEDS 99 SF

S/C

F0a

84'-1 3/4"

CABINET 36X18

8" $

7'-10"

1'-8" 5'-0"

NASSAU ST. 23'-0"

BUNK BED 36x80

W11

D0a

DESK 22x30 WAP

1'-0"

W11

5'-4"

D0b

DESK 22x30

3'-4"

SINGLE BED 36x80

3'-8"

BUNK BED 36x80

DESK 22x30

1'-1"

2 BEDS 124 SF

5'-0" W11

SINGLE BED 36x80

5'-0"

5'-10"

S/C

1'-8"

9'-6 1/4"

WRDB. 24x24

3'-8"

WRDB. 24x24 D0b

9'-11 1/2"

13'-5 1/2"

WRDB. 24x24

3 BEDS 170 SF

3'-4"

18" x 36"

5 1/2"

5" WRDB. 24x24

WRDB. 24x24

5'-0"

BUNK BED 36x80

1'-3"

1'-8"

W11

9'-4"

D0b

3 A-852

3'-4"

5 1/2"

DESK 22x30

5'-0"

S/C

W11

D0a

3'-6 3/4" 4"

D0a

6'-2"

3 BEDS 150 SF

BUNK BED 36x80

1'-8"

W11

9'-9 3/4"

SINGLE BED 36x80

D0b

3'-4"

DESK WAP 22x30

11'-5 3/4"

DESK 22x30

12'-11 1/2"

5'-0"

20" x 38"

WRDB. 24x24

3 BEDS 196 SF

TX-C 16"x8"

D0b

WRDB. 24x24

1'-8"

W11

WRDB. 24x24

9'-11 3/4"

20'-10"

WRDB. 24x24

11'-3"

5'-0"

DESK 22x30

3'-4"

BUNK BED 36x80

WRDB. 24x24

#2/17-H&V COM.

S/C

D0b

WAP

WRDB. 24x24

3'-4"

DESK WAP 22x30

DESK 22x30

WRDB. 24x24

12'-11 1/4"

S/C

GFCI

N63

BED 5 1/2"SINGLE 36x80

5'-0" W11

DESK 22x30 WAP

14'-11 1/2" 10'-5 1/4"

8'-9" W11 WAP

5'-0"

2 BEDS 112 SF

1'-8"

10'-0" 10'-0"

9'-5 1/2" MW

1'-8"

W11

REF/FRZ R

12'-4" S/C

DESK 22x30

3'-4"

DESK 22x30

1'-8"

F0a

5'-0"

DESK 22x30

1'-8"

18" x 36"

DESK 22x30

3'-4"

W11

F0a

DESK 22x30

N73

5'-0"

W11

18" x 48"

N83

1'-8"

11"

3'-4"

13'-0"

W11

3'-4"

5'-0"

1'-8"

9'-0 1/2"

3'-4"

13'-10 1/2"

5'-0"

1'-2 1/2"

1'-8"

4'-0" 2'-2 1/4"

3'-4"

Developer

18'-0"

E40

18'-0"

E58

24'-0"

E76

420 Lexington Ave. New York, NY 10170 (212) 594-2700

15 Beekman 15 Beekman St. New York, NY 10038

TITLE 13TH FLOOR PLAN

SCALE: 1/4" = 1'-0" DATE: PROJECT No: 20.102

24'-0"

E100

TOTAL : 484 BEDS

SL Green Realty

E124

A-113 .00 1

13TH - 22ND FLOOR SCALE:

1/4" = 1'-0"

E00

E20

E40

E58

E76

E100

E124

ISMAEL LEYVA A R C H I T E C T S,

20'-0"

18'-0"

24'-0"

P. C.

24'-0"

FLOOR PLAN NOTES

SL GREEN REALITY CORP. Developer

N111

N111 PARTITION NOTES:

420 Lexington Ave New York, NY 10170

19'-0"

1. REFER TO SHEETS A-018, A-019 FOR PARITION TYPES AND ASSEMBLY DETAILS AS INDICATED ON THE FLOOR PLANS.

C5-5

N96

C6-4

105'-6 1/2"

116 West 32nd Street New York, NY 10001

3. ALL DEMISING PARTITIONS BETWEEN APARTMENTS OR DORMITORY ROOMS SHALL BE TYPE D1a (1-HR RATED) UNLESS OTHERWISE NOTED.

MGE Unified Technologies Corp.

3'-1 1/4" 1'-1"

7'-2"

8" B

5" $

WRDB. 24x24

3 BEDS 158 SF

D2a

REF/FRZ

D0b

WRDB. 24x24

CABINET 36X18

WRDB. 24x24

DESK 22x30

3 BEDS 154 SF

D0b DESK 22x30

D0b

3'-5 1/2"

DESK 22x30

2'-2 3/4"5"

5'-0"

WAP DESK 22x30

11'-1"

WRDB. 24x24

BUNK BED 36x80

DESK 22x30

11'-1" WRDB. 24x24

DESK 22x30 WAP

DESK 22x30

S/C

SINGLE BED 36x80

H2b

10"

12'-2"

ELEVATOR LOBBY 302 SF

3'-0"

3'-6"

3'-0"

3'-6"

3'-0"

2'-0"

3'-0"

2'-6" 1'-6"

W12

2'-0"

3'-0"

4'-0"

N34

5'-9"

13'-0" 10'-0" FO 3"ø FO 3"ø

H2b

6'-0" H2.b

3'-6"

G 3"

6'-0"

G 8"

STP CS 28"x18"24"x16"

H2.b

5'-6"

3'-6"

5" 2'-4"

H2c

3'-0"

N34

6" 4"

NOTES:

2'-0"

5" 5'-0" H2.b

F0c

1. SLOPE ELEVATOR LOBBY AWAY FROM ELEVATOR SHAFT (1% SLOPE PER BC 3008.4) 2. FURNITURE SHOWN FOR COORDINATION ONLY. TO BE PROVIDED BY PACE.

7'-9"

13'-5" S1

C0a

8'-4 1/2" B1

TX-A 8"x12"

D2b

41'-5"

33'-0"

N20 DORMITORY BED COUNT SUMMARY

74'-5" SP-2 35"x12"

D0a

H&V COM. #8/17-19TH FLOOR ONLY

C5-5

13TH FLOOR.............................33 BEDS (RD UNIT)

C6-4

1'-0"

DESK 22x30

1'-0"

20'-0"

7'-11"

BUNK BED 36x80

1'-0" 1'-0"

WAP

DESK 22x30

3'-0"

30'-11"

D0a

D2b

9 3/4" 3'-4"

10"

24'-8 1/2"

S/C

2'-0"

D2b

D0a

WRDB. 24x24

3 BEDS 135 SF

3'-0"

D2a

10'-2 1/2"

1'-8"

WRDB. 24x24

D0b

SINGLE BED 36x80

20'-0"

DESK 22x30

H2.b W12

3'-9"

14'-0"

D0d

REF/FRZ

8'-10 1/2"

WRDB. 24x24

D2b

F0c

H2.b

W12

3'-9"

1'-6"

GFCI

WRDB. 24x24

4'-0" 2'-2 1/2"

14'-2"

4" 3'-0" 1'-0"

2 BEDS 95 SF

D2b

11'-8"

WRDB. 24x24

GFCI

7'-8" 5"

3'-4"

S/C

RECYCLABLES HOLDING AREA

F0a

W12

D2b

W13

D2a

WAP

BUNK BED 36x80

W12

1'-0" 1'-0"

6" SEISMIC GAP

14TH - 17TH FLOOR................172 BEDS (RD UNIT) (43 BEDS PER FLOOR X 4 FLRS) 18TH-22ND FLR ......................235 BEDS (47 BEDS PER FLR X 5 FLRS) 23RD FLOOR (TRANSFER).......23 BEDS

31'-2"

25TH FLOOR..............................21 BEDS

N00

20'-0"

E00

20'-0"

E20

21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001

S/C

WRDB. 24x24

DESK 22x30

10 BEDS UG3

WRDB. 24x24

5" 1'-8"

DESK 22x30

958 SF

2'-4 1/2" WAP

WRDB. 24x24

DESK 22x30

W11

JC 37 SF

SEE NOTE 1

W12

Geotechnical Consultants

WAP

16" x 36"

3 BEDS 138 SF

S/C

D0b

7'-10"

H2c

S/C

26" x 26"

D2a

6'-8 1/2"

SERVICE HALL

Langan

RX-2 12"x18"

BED 5SINGLE 1/2" 8'-2 1/4" 36x80 N40

10'-8 3/4"

SINGLE BED 36x80

REF

D1a

S/C

CABINET 36X18

7'-7 1/4"

11'-0"

3'-4"

DESK 22x30

W11

8'-5 1/4"

TX-H 12"x12"

6'-0"

C2b

11'-9 3/4"

7'-2 1/2"

H&V COM. #14/17- 22nd FLOOR ONLY S/C

BUNK BED 36x80

14'-3"

0" 4'-11 1/4"

$ B

BUNK BED 36x80

WRDB. 24x24

H2c

TGB

GFCI

C0a

H&V COM. #12/17- 18th FLOOR ONLY

6" 2'-11" 6"

54"

C2b

3 BEDS 147 SF

3'-0"

RA UG3

D0b

ELECTRICAL / TELECOM CLOSET J

D1a B1

1'-0"

WRDB. 24x24

9'-3 1/4"

D2a

(516) 791-2600 - TEL

NO DATE REV ISSUE 100% SCHEMATIC DESIGN 1 03/27/2020 50% DESIGN DEVELOPMENT 2 06/05/2020 DOB FILING SET 3 06/08/2020 DOB OBJ. RESPONSE 4 08/17/2020 08/28/2020 100% DESIGN DEVELOPMENT 5 11/04/2020 50% CD ISSUANCE 6 80% CD ISSUANCE 7 11/24/2020 12/04/2020 DOB OBJ. RESPONSE 8 01/29/2021 100% CD ISSUANCE 9

N63

266 Merrick Rd #310 Lynbrook, NY 11563

1 A-852

1'-0"

TX-B 16"x9"

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

$ DESK 22x30

19'-2 1/2"

D0a

FRONT

Demolition

(973) 994-9220 - TEL (973) 994-2539 - FAX

10"

1'-6"

D0b

B 4" 1'-3"

S/C

274 SF

11'-6 1/4"

8'-3 3/4"

D0a

H2.a

8'-0"

D0a

6'-10"

1'-1" C1a

9 BEDS UG3

D2a

6'-6"

N73

2 A-852

D2a

3'-3"

H2b

869 SF

H2b

(212) 532-2211 - TEL (212) 481-6108 - FAX

120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936

5'-6"

19'-2 1/2"

FRONT 7

$ 6'-3 3/4" 5" H 2'-10 3/4"

GFCI

36" x 16"

24" x 24"

TX-E 12"x12"

H2c 3'- 6"

51 Madison Ave. New York, NY 10001

(212) 479-5400 - TEL (212) 479-5444 - FAX

10"

D2a

Structural Engineer

C2a

16'-8"

F0c

Thornton Tomasetti

Vertical Transportation Engineers

D0a

1 A-165

7. EXIT STAIR CORE ENCLOSURES SHALL BE TYPE D2b (2-HR RATED IMPACT RESISTANT) AS INDICATED ON THE FLOOR PLANS

T.O.S. EL = + 297' - 4"

D2a

Howard I Shapiro & Associates

(212) 280-3019 - TEL

3'-8"

6'-0"

D2a

6. SHAFT WALL AT ELEVATOR SHAFTS SHALL BE TYPE H2c (2-HR REATED) AS INDICATED ON THE FLOOR PLANS

8. SLOPE ELEVATOR LOBBY AWAY FROM ELEVATOR SHAFT (1% SLOPE PER BC 3008.4)

7'-7 1/2"

MUA-3 12"x12"

Construction Manager

Van Deusen Associates

F0b

C1a

6'-8 1/2"

1'-8" W11

3 1/2" 3'-1" 4"

ADA UNIT. #7/7-W/Transfer Showers 22nd Floor Only

D2a

Newline Structures

F.FL. EL = +297'- 5"

(212) 643-9055 - TEL (212) 643-0503 - FAX

512 7th Ave. New York, NY 10018

BUNK BED 36x80

885 SF

R REF/FRZ

$ 8'-1 3/4"

H2b

BUNK BED 36x80

$ B1

7 BEDS UG3

ADA UNIT UG3

N20

7'-11 3/4" E

A TX-D MUA-2 18"x8" 18"x8"

SINGLE BED 36x80

DESK 22x30

3 BEDS 177 SF

D0b

S/C

5 1/2" MW

243 SF

GFCI

8'-1"

ADA UNIT. #5/7-W/Transfer Showers 18th Floor Only

WRDB. 24x24

S/C

D0a

5'-3 1/2" D

N83

DESK 22x30

GFCI

CABINET 36X18

ADA UNIT. #2/3-Roll-in showers 20TH FLOOR ONLY

5'-0"

MUA-1 16"x20"

3'-10"

WAP

9'-5 3/4" WRDB. 24x24

WRDB. 24x24

ADA UNIT. #6/7-W/Transfer Showers 20th Floor Only

3'-4"

22x30 36" x 16"

20'-0"

5'-0"

D0a

5" 2'-5 1/2"

11'-0 3/4"

WRDB. 24x24

D1a

C2a

C1a

2 BEDS 105 SF

S/C

SINGLE BED 36x80

5'-0"

11'-2" 5 1/2"

5'-0" 3'-4"

W11

DESK 22x30

#11/17-20TH FLOOR ONLY

COUNTER

5'-0"

SINGLE BED 36x80

WRDB. 24x24

D0a

D0b

D1a

H&V COM.

12'-9 3/4"

WRDB. 24x24

D0b

2 BEDS 112 SF

RECESSED FIRE MUA-4 EXTINGUISHER 10"x18" CABINET

C2a

BUNK BED 36x80

7 DESK

5'-0"

3'-9 3/4"

DESK 22x30

1'-8" 5'-0"

84'-1 3/4"

23'-0"

TX-G 18"x8"

F0c DESK D1a 22x30

S/C BUNK BED 36x80

C0a

FSD/AD 8x8 TR (PURGE) (275)

24x48 BR (6,800) (PURGE)

4" 5'-4 1/4"

BUNK BED 36x80

DESK 22x30

2 BEDS 110 SF

S/C

WRDB. 24x24

DESK 22x30 WAP

DESK 22x30

116 West 32nd Street New York, NY 10001

10'-0"

D1a

BUNK BED 36x80

F0a

D0b

SINGLE BED 36x80

10'-3"

WAP DESK 22x30

19'-3"

DESK 22x30

FSD/AD

GFCI

S/C

36" x 16"

C:\Users\cpark\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_cpark.rvt

3 BEDS 145 SF

W11

IT / Security / AV Engineers

29'-0"

5" BUNK BED 36x80

DESK 22x30

ADA UNIT (1BED) 153 SF

F0a

D2a

30" x 16" D0a 5"

9'-6"

W11

N40

2/2/2021 9:56:49 PM

2'-2 1/2"

1'-0"

3 BEDS 153 SF

WRDB. 24x24

REF/FRZ

9 BEDS UG3

D0b

13'-5 1/2"

WRDB. 24x24

9'-5 3/4"

4'-9"

WAP WAP

3'-4"

WRDB. 24x24

1'-8"

36" x 16"

WRDB. 24x24

S/C

5'-11"

6'-2"

D2a

10'-2"

10 BEDS UG3

WRDB. 24x24

22x30

3'-4"

S/C

901 SF

F0a

36" xDESK 16"

5'-0"

18" x 18"

WAP

1'-8"

W11

1045 SF S/C

3'-4"

14'-10"

GFCI

B1 WRDB. 24x24

5'-0"

GFCI

7'-10"

2 BEDS 99 SF

5 1/2"

SINGLE BED 36x80

S/C

3'-7"

5'-7"

WAP DESK 22x30

S/C

DESK 22x30

CABINET 36X18

1'-8"

5'-5"

CABINET 36X18

H&V COM. #9/17-20TH FLOOR ONLY

W11

BUNK BED 36x80

1'-1"

7'-3 1/4"

H&V COM. #10/17-21 ST ONLY

WRDB. 24x24

D0b

BUNK BED 36x80

5 1/2"

SINGLE BED 36x80

WRDB. 24x24

C1a

DESK 22x30

D0b

DESK 22x30

WRDB. 24x24

DESK 22x30 WAP

12'-3 3/4"

WRDB. 24x24

3 BEDS 163 SF

WRDB. 24x24

D0a

$ B

DESK 22x30

S/C

DESK 22x30 WAP

F0a

MW MW REF R

5'-7 3/4"

3'-8"

D0a

SINGLE BED 36x80

1'-8"

3'-9"

3'-10"

3'-4"

W11

3 BEDS 142 SF

5'-0"

18" x 36"

13'-5 1/2"

BUNK BED 36x80

6'-2"

S/C

DESK 22x30

WRDB. 24x24

TX-C 17"x8"

1'-0"

11'-3"

D0b

12'-11"

WRDB. 24x24

D0b

3 BEDS 149 SF

W11

SINGLE BED 36x80

WRDB. 24x24

S/C

1'-8"

W11

20" x 38"

DESK 22x30

SINGLE BED 36x80

WAP

WRDB. 24x24

3'-4"

4'-0"

DESK 22x30

21'-7"

WRDB. 24x24

5'-0"

W11

DESK 22x30

WAP WAP

3'-4"

WRDB. 24x24

1'-8"

BUNK BED 36x80

WRDB. 24x24

3'-4"

S/C WRDB. 24x24

5'-0"

W11

13'-5"

W11

1'-8"

$ 8"

10'-5 1/4"

8'-9"

2 BEDS 112 SF

S/C

1'-8" 5'-0"

13'-10 1/2"

1'-8" 5'-0"

3'-4"

REF/FRZ R

GFCI

5'-0"

DESK 22x30 DESK 22x30

3'-4"

10'-0"

1'-8"

W11

BUNK BED 36x80

N63

3'-4"

DESK 22x30

N73

5'-0"

18" x 36"

F0a

10'-0"

1'-8"

W11

18" x 48"

N83

3'-4"

(212) 643-9055 - TEL (212) 643-0503 - FAX

68'-3"

5'-0"

MEP_ FP Engineers

49'-0"

1'-8"

W11

11"

3'-4"

13'-0"

W11

3'-4"

11'-2 1/2"

5'-0"

5'-8 1/2"

1'-8"

5'-6"

3'-4"

GFCI

5'-0"

6'-2"

1'-8"

3'-4"

MGE

2. ALL PARTITIONS BETWEEN APARTMENTS/ DORMITOR ROOMS AND CORRIDORS SHALL BE TYPE D2a (2-HR RATED) UNLESS OTHERWISE NOTED.

4. ALL FURRING WALLS ON COLUMNS, STRUCTURE OR RATED SHFAT WALLS SHALL BE TYPE F0a UNLESS OTHERWISE NOTED.

N96

(212) 594-2700 - TEL

18'-0"

E40

18'-0"

E58

24'-0"

E76

420 Lexington Ave. New York, NY 10170 (212) 594-2700

15 Beekman 15 Beekman St. New York, NY 10038

TITLE 18TH - 22ND FLOOR PLAN

SCALE: 1/4" = 1'-0" DATE: PROJECT No: 20.102

24'-0"

E100

TOTAL : 484 BEDS

SL Green Realty

E124

A-115 .00 1

level 21 SCALE:

1/4" = 1'-0"

E00

E20

E40

E58

E76

E100

E124

ISMAEL LEYVA A R C H I T E C T S,

20'-0"

18'-0"

24'-0"

P. C.

24'-0"

FLOOR PLAN NOTES N111

N111

PARTITION NOTES:

SL GREEN REALITY CORP. Developer

420 Lexington Ave New York, NY 10170 (212) 594-2700 - TEL

19'-0"

BEEKMAN ST .

3. ALL DEMISING PARTITIONS BETWEEN APARTMENTS OR DORMITORY ROOMS SHALL BE TYPE D1a (1-HR RATED) UNLESS OTHERWISE NOTED. 4. ALL FURRING WALLS ON COLUMNS, STRUCTURE OR RATED SHFAT WALLS SHALL BE TYPE F0a UNLESS OTHERWISE NOTED.

N96

C5-5

N96

C6-4

105'-6 1/2"

4'-4 1/4"

13'-0" 6'-2"

GFCI

5'-0"

1 BED 102 SF

8'-2" S/C

3 BEDS UG3

#16/17-H&V COM.

WRDB. 24x24

D1a

D2a

DESK 22x30

1 BED 98 SF

1 BED 109 SF

SINGLE BED 36x80

8'-2 1/2"

S/C WRDB. 24x24

D0b

R MW

TX-H 12"x12"

D1a

8'-2"

S/C

2 1/2"

SINGLE BED 36x80

10"

N40 DESK 22x30 WAP

DESK 22x30

W13

W12

3'-0"

2'-0"

3'-0"

2'-0"

3'-0"

3'-6"

3'-0"

W12

3'-6"

3'-0"

W12

2'-0"

3'-0"

H2.b

3'-0"

4'-0"

N34

3'-9"

17'-9 1/2"

10'-0" 1'-0"

68'-3"

4'-7" 4"

12'-2"

H2b 4"

Langan

Geotechnical Consultants 21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001

H2b

SEE NOTE 1

5'-9"

3'-6"

G 3"

6'-0" H2.b

H2.b

5'-6"

G 8"

STP CS 28"x18"24"x16"

H2.b

3'-6"

5" 2'-4"

N34

H2c

NOTES:

1. SLOPE ELEVATOR LOBBY AWAY FROM ELEVATOR SHAFT (1% SLOPE PER BC 3008.4)

14'-0"

7'-9"

1'-6"

D0b

5'-0"

1'-2"1'-1"

SINGLE BED 36x80

C2a

4'-7"

6" 1'-9 1/2"

D0a WRDB. 24x24

1'-8"

SPD 34"x14"

TX-A 8"x14"

1 BED 110 SF

1'-0"

13'-1 1/4"

13TH FLOOR.............................33 BEDS (RD UNIT)

C6-4

D2b

6" 1'-0"

1'-0" 1'-0"

9 3/4" 3'-4"

WAP

20'-0"

D2a

C5-5

74'-5"

DN SINGLE BED 36x80

DESK 22x30

33'-0"

N20 DORMITORY BED COUNT SUMMARY

1'-0"

7'-11"

W11

9'-10 3/4"

S/C

41'-5"

24'-8 1/2"

3'-4"

D0b

14'-4 1/4"

20'-0"

N20

30'-11"

8'-4"

GFCI B

1'-0"

6" SEISMIC GAP

14TH - 17TH FLOOR................172 BEDS (RD UNIT) (43 BEDS PER FLOOR X 4 FLRS) 18TH-22ND FLR ......................235 BEDS (47 BEDS PER FLR X 5 FLRS)

1'-0"

23RD FLOOR (TRANSFER).......23 BEDS 31'-2"

25TH FLOOR..............................21 BEDS

N00

20'-0"

E00

(516) 791-2600 - TEL

D0a

9'-0"

S/C

266 Merrick Rd #310 Lynbrook, NY 11563

FO 3"ø

1 BED 104 SF

Demolition

FO 3"ø

6'-0"

ELEVATOR LOBBY 281 SF

13'-5"

D2a

D0a

Howard I Shapiro & Associates

2. FURNITURE SHOWN FOR COORDINATION ONLY. TO BE PROVIDED BY PACE.

WRDB. 24x24

D0b

(212) 532-2211 - TEL (212) 481-6108 - FAX

3'-9"

S/C

D0b

51 Madison Ave. New York, NY 10001

10'-0"

D2b

SERVICE HALL

F0a

H2b

Structural Engineer

D2b

10"

2'-6" 1'-6"

W12

2'-0"

D2b

C2.a

C2b

Thornton Tomasetti

JC 37 SF

H2.b

W12

6'-8 1/2"

2'-5"

W12

GFCI

RX-2 12"x18"

S/C

WRDB. 24x24

10"

H2.b

5 1/2"

H2c

RECYCLABLES HOLDING AREA

C1a

SINGLE BED 36x80

8'-7 1/2"

H2c

TGB

C1a

D0a

D1a

WAP DESK 22x30

8'-5"

REF

16" x 36"

4'-2 1/2"

WRDB. 24x24

C1a

WRDB. 24x24

H2c

54"

6 A-161

CABINET 36X18

1 BED 113 SF

D0b

D0a

H2b

4'-0" 2'-2 1/4"

REF

3'-9"

D1a

5'-4"

WAP WAP

SINGLE BED 36x80

S/C

D2a

6'-6"

7'-10"

1'-1"

(212) 280-3019 - TEL

NO DATE REV ISSUE 100% SCHEMATIC DESIGN 1 03/27/2020 50% DESIGN DEVELOPMENT 2 06/05/2020 DOB FILING SET 3 06/08/2020 DOB OBJ. RESPONSE 4 08/17/2020 08/28/2020 100% DESIGN DEVELOPMENT 5 11/04/2020 50% CD ISSUANCE 6 80% CD ISSUANCE 7 11/24/2020 12/04/2020 DOB OBJ. RESPONSE 8 01/18/2021 100% CD BACKGROUND 9 01/29/2021 100% CD ISSUANCE

3 A-718

3'-0" 18

5 1/2"

D0b

8'-11 3/4"

D0b

RA UNIT UG3

D0a

WAP

D2a

267 SF

SINGLE BED 36x80

WAP

F0.a C2a

CABINET 36X18

SINGLE BED 36x80

757 SF

5 1/2"

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

S/C

21'-0 1/2"

3'-9"

5'-0 1/4"

1'-8"

3 BEDS UG3

26" x 26"

20'-0"

H2b

C0a

N63

ELECTRICAL / TELECOM CLOSET 8

512 7th Ave. New York, NY 10018

GFCI

D2b E

Construction Manager

(973) 994-9220 - TEL (973) 994-2539 - FAX

10"

FRONT

FRONT 7

36" x 16"

678 SF

D2a

5 1/2"

12'-9 1/2" 1 BED 114 SF S/C

WAP

1'-8"

9'-0 1/2"

24" x 24"

WRDB. 24x24

3'- 6"

H2b

F0a

W11

TB02(24X24)ABOVE

1 A-161

REF

H2c

5'-0"

10"

Newline Structures

29'-0"

7'-1"

WAP

36" x 16"

DESK 22x30

REF

D2a

MAU-3 TX-H 18"x12" 12"x12" A

1 A-158

D2a

TX-B 14"x10"

455 SF

D0b

F0a

STAIR MID LANDING B

F0.a RECESSED FIRE

D2a

1'-9 1/2"

D0a

2 BEDS UG3

D2a

C0a

MAU-3 18"x10"

MUA-1 10"x32"

2'-0"

30" x 16"

TX-F 18"x8"

1 A-159 EXTINGUISHER CABINET

1'-0"

3'-10 1/2"

TX-E 18"x8"

D2a

D2a A

REF

GFCI

D0b

F.FL. EL = +316'- 11" T.O.S. EL = + 316' - 10"

KNEE WALL FOR STAIR SUPPORT

(212) 643-9055 - TEL (212) 643-0503 - FAX

120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936

WRDB. 24x24

6'-5"

7 A-160

FSD/AD 8x8 TR (PURGE) (275)

24x48 BR (6,800) (PURGE)

REF

116 West 32nd Street New York, NY 10001

3'-9"

MAU-2 24"x8"

IT / Security / AV Engineers

Vertical Transportation Engineers

WRDB. 24x24

3 BEDS UG3

MGE Unified Technologies Corp.

Van Deusen Associates

ADA UNIT. #3/3-Roll-in shower

3 BEDS UG3

2 BED 167 SF

(212) 643-9055 - TEL (212) 643-0503 - FAX

(212) 479-5400 - TEL (212) 479-5444 - FAX

N73

620 SF

DESK 22x30

S/C

3'-11"

TX-C 18"x8"

7. EXIT STAIR CORE ENCLOSURES SHALL BE TYPE D2b (2-HR RATED IMPACT RESISTANT) AS INDICATED ON THE FLOOR PLANS 8. SLOPE ELEVATOR LOBBY AWAY FROM ELEVATOR SHAFT (1% SLOPE PER BC 3008.4)

CABINET 36X18

9'-2"

5'-0" 3'-4"

1 BED 114 SF

$ A

8'-5 1/2"

DESK 22x30

C1a

2 BEDS UG3

D0b

WRDB. 24x24

REF

WAP DESK 22x30

618 SF

FSD/AD

F0a

3 BEDS UG3

N83

REF

SPD 40"x12"

5'-0"

S/C

SINGLE BED 36x80

9'-4 1/4"

S/C

D0b

5'-10 1/2"

D1a

D0b

660 SF

1'-0"

1'-8"

CABINET 36X18

GFCI

5 1/2"

SINGLE BED 36x80

C1a

GFCI

C1a

11'-3 1/2"

S/C

5'-2 1/2"

3 BEDS UG3

MAU-1 10"x34"

S/C

1 BED 109 SF

ADA UNIT (2BED) 193 SF

S/C

SINGLE BED 36x80

294 SF B

C0a

652 SF

WRDB. 24x24

S/C

WRDB. 24x24

DESK 22x30

D1a

DESK 22x30

SINGLE BED 36x80

S/C B1

W11

12'-6 1/4"

D1a

S/C

5'-0"

5 1/2"

6. SHAFT WALL AT ELEVATOR SHAFTS SHALL BE TYPE H2c (2-HR REATED) AS INDICATED ON THE FLOOR PLANS

SINGLE BED 36x80

1 BED 104 SF

$ TX-D 18"x8"

SINGLE BED 36x80

9'-3 1/2"

S/C

1 BED 103 SF

D0b

SINGLE BED 36x80

5 1/2"

D0b

5'-0 1/2"

W11

1 BED 105 SF

8'-11 3/4"

D0b

2'-2 1/2"

WAP DESK 22x30

1 BED 107 SF

WAP

S/C

10'-4 1/2"

WRDB. 24x24

12'-9 1/2"

DESK 22x30

SINGLE BED 36x80

3'-4"

W11

F0a

WRDB. 24x24

9'-2"

D1a

6'-2"

3'-4"

SINGLE BED 36x80

CABINET 36X18

D0b

36" x 16"

SINGLE BED 36x80

6'-2"

REF

W11

GFCI

11'-1"

10'-1"

W11

WRDB. 24x24

5'-0"

WAP DESK 22x30

N40

5'-0"

9'-3 3/4" S/C

1 BED 104 SF

SINGLE BED 36x80

1'-0"

D0b 36x80

CABINET 36X18

5'-0"

5 1/2"

DESK 22x30 WAP

D1a

$ D0b

SINGLE BED

F0a

84'-1 3/4"

8'-11 3/4" S/C

1 BED 103 SF

5 1/2"

12'-1 3/4"

W11

S/C

5'-0"

116 West 32nd Street New York, NY 10001

1'-0"

WRDB. 24x24

S/C

CABINET 36X18

1'-8"

9'-0"

D1a

5" 3'-7 3/4"

1 BED 109 SF

3'-4"

MEP_ FP Engineers

DESK 22x30 WAP

WAP

3'-4"

9'-3"

5'-0"

6'-4 1/2"

WRDB. 24x24

1'-8"

W11

D0b

WRDB. 24x24

DESK 22x30

3'-4"

7'-6 1/2"

WRDB. 24x24

D0b

1 BED 103 SF

SINGLE BED 36x80

W11

20" x 38"

F0a

DESK 22x30 WAP

D0b

5'-0"

DESK 22x30 WAP

D0b

SINGLE BED 36x80

1'-8"

2 1/2"

DESK 22x30 WAP

CHASE KNEE WALL FOR HEAT PUMP

#15/17-H&V COM.

3'-4" 5'-0"

NASSAU ST.

W11

3'-4"

5'-0"

W11

5'-0"

9'-3 1/4"

1'-8"

16'-8"

5 1/2"

3'-4"

1'-6"

13'-3 3/4"

D1a

5'-0"

3'-3"

9'-0"

S/C

1'-8"

6'-0"

1 BED 114 SF

F0a

S/C

1'-8"

10'-0"

3'-4"

5'-6"

WRDB. 24x24

F0a

23'-0"

5'-0" W11

D0b

SINGLE BED 36x80

C:\Users\cpark\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_cpark.rvt

1'-8"

WAP DESK 22x30

2/2/2021 9:57:02 PM

3'-4"

W11

N63

5'-0"

18" x 48"

1'-8" 5'-0"

1'-8"

18" x 36"

N73

3'-4"

W11

10'-0"

5'-0"

W11

1'-8" 5'-0"

N83

1'-8"

3'-4"

13'-0"

W11

3'-4"

4'-9"

5'-0"

1'-8"

1'-0"

3'-4"

5'-6"

5'-0"

11'-7 1/2"

1'-8"

12'-6 1/2"

3'-4"

MGE

20'-0"

E20

18'-0"

E40

18'-0"

E58

24'-0"

E76

420 Lexington Ave. New York, NY 10170 (212) 594-2700

15 Beekman 15 Beekman St. New York, NY 10038

TITLE 23RD FLOOR PLAN

SCALE: 1/4" = 1'-0" DATE: PROJECT No: 20.102

24'-0"

E100

TOTAL : 484 BEDS

SL Green Realty

E124

A-116 .00 1

level 23 SCALE:

1/4" = 1'-0"

E00

E20

E40

E58

E76

E100

E124

ISMAEL LEYVA A R C H I T E C T S,

20'-0"

18'-0"

24'-0"

P. C.

24'-0"

FLOOR PLAN NOTES

SL GREEN REALITY CORP. Developer

N111

PARTITION NOTES:

420 Lexington Ave New York, NY 10170 (212) 594-2700 - TEL

1. REFER TO SHEETS A-018, A-019 FOR PARITION TYPES AND ASSEMBLY DETAILS AS INDICATED ON THE FLOOR PLANS.

19'-0"

BEEKMAN ST .

C5-5

N96

C6-4

105'-6 1/2" 1'-8"

5'-0"

3'-4"

1'-8"

5'-0"

1'-8"

5'-0"

W14

3'-4"

1'-8"

5'-0"

W14

3'-4"

1'-8"

5'-0"

W14

3'-4"?

1'-8"

5'-0"

W14

3'-4"

1'-8"

5'-0"

W14

3'-4"

1'-8"

5'-0"

W14

3'-4"

18 REF

20" x 38"

1'-8"

18" x 48"

5'-0"

3'-4"

1'-8"

5'-0"

W14

2'-9 1/2"

18" x 36"

1'-8"

W14

3'-4"

2'-2 1/2"

W14

18" x 36"

18" x 18"

3'-4"

13'-0"

W14

3'-4"

13'-0"

3'-4"

116 West 32nd Street New York, NY 10001

3. ALL DEMISING PARTITIONS BETWEEN APARTMENTS OR DORMITORY ROOMS SHALL BE TYPE D1a (1-HR RATED) UNLESS OTHERWISE NOTED.

MGE Unified Technologies Corp.

8'-10 1/4" 3'-3 1/4"

E9- 3405

H - 3541

3'-0"

3'-6"

3'-0"

3'-6"

3'-0"

2'-0"

3'-0"

2'-0"

N40 3'-0"

3'-0"

F.FL. EL = +327'- 7" T.O.S. EL = +326'- 11"

E9- 3408

H2b

12'-2"

10'-0"

(212) 532-2211 - TEL (212) 481-6108 - FAX

Howard I Shapiro & Associates Demolition

266 Merrick Rd #310 Lynbrook, NY 11563 (516) 791-2600 - TEL

Langan

Geotechnical Consultants 21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001

(973) 994-9220 - TEL (973) 994-2539 - FAX

10'-0"

NO DATE REV ISSUE 100% SCHEMATIC DESIGN 1 03/27/2020 50% DESIGN DEVELOPMENT 2 06/05/2020 DOB FILING SET 3 06/08/2020 DOB OBJ. RESPONSE 4 08/17/2020 08/28/2020 100% DESIGN DEVELOPMENT 5 11/04/2020 50% CD ISSUANCE 6 80% CD ISSUANCE 7 11/24/2020 12/04/2020 DOB OBJ. RESPONSE 8 01/18/2021 100% CD BACKGROUND 9 10001/29/2021 100% CD ISSUANCE

16'-8"

29'-0"

1'-0"

FO 3"ø FO 3"ø

H2b 4"

H2b

4'-0"

N34

5'-9"

SEE NOTE 1

6'-0"

G 3"

STP CS 6'-0" 28"x18" 24"x16"

G 8"

H2.b

3'-6"

H2.b

5'-6"

3'-6"

5" 2'-4"

N34

H2c

NOTES:

1. SLOPE ELEVATOR LOBBY AWAY FROM ELEVATOR SHAFT (1% SLOPE PER BC 3008.4)

1'-5 3/4"

30'-10 3/4"

29'-6"

14'-0"

1'-6"

37'-10 3/4"

7'-9"

O.D. R.D.

TERRACE F.FL. EL = +327'- 7" T.O.S. EL = +326'- 11"

29'-1 3/4"

C:\Users\cpark\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_cpark.rvt

51 Madison Ave. New York, NY 10001

2. FURNITURE SHOWN FOR COORDINATION ONLY. TO BE PROVIDED BY PACE.

N20

41'-5"

33'-0"

N20

74'-5" C5-5

C6-4

O.D. R.D.

SL Green Realty 420 Lexington Ave. New York, NY 10170

20'-0"

(212) 594-2700

6 1/4" SEISMIC GAP

15 Beekman 15 Beekman St. New York, NY 10038

31'-2"

TITLE

N00

20'-0"

E00 2/2/2021 9:57:13 PM

1'-0"

16'-8"

ELEVATOR LOBBY 302 SF

20'-5"

2B A-510

4' - 0"

2' - 6"

20'-0"

H2.b

2A A-510

Structural Engineer

7'-10" F0c

H2b

E9- 3426

E9- 3405

H - 3541

2405

5'-4"

10"

E9- 3426

E9- 3405

H - 3541

8'-11 1/2"

5'-0"

W15

2'-6" 1'-6" ?

SERVICE HALL

4" W15

3'-9"

2'-0"

O.D. R.D.

3'-0"

7'-0"

16" x 36"

E9- 3405

H - 3541

W15

Thornton Tomasetti

D2b

H2.b E1- 3541

1'-8"

E1- 3541

E9- 3405

H - 3541

2'-0"

11 E9- 3426

E9- 3426

3'-0"

3'-9"

E9- 3408

7 36" x 16"

2'-5"

3'-4"

ADA PUSH BUTTON / ACTUATOR ON BOLLARD. SEE DETAIL 10 ON DWG A-017

W15

(212) 280-3019 - TEL

1'-6"

RX-2 12"x18"

10"

2' - 6"

2406

3'-11"

4' - 0"

N40

W17

5" 4'-9" 5"

1'-6"

512 7th Ave. New York, NY 10018

6'-0"

H2c

RECYCLABLES HOLDING AREA

F0a

16" x 36"

W17

D2b

9' - 10"

W14 W17

H2c

10"

TGB

3'-3"

1'-6"

D2b UP

54"

22'-2 1/2"

TX-H 12"x12"

D2b

2402

H2c

4 A-718

MAILBOX NICHE

3'-0"

2411

1'-6"

9'-2"

ACC-UG3 199 SF

MAILBOX NICHE

11'-3"

D2b

MAIL ROOM

7' - 2"

4'-2 1/2"

7'-10"

2404

10'-9"

22'-0 1/2"

3'-4" 1'-8"

28'-5 1/2"

ACC-UG3 79 SF

ACC-UG3 141 SF

5'-6"

N63

2407

FRONT

ELECTRICAL / TELECOM CLOSET SV

Construction Manager

ACC-UG3 62 SF

D2a

1'-6"

PACKAGE STORAGE

10'-2" LOCKER ROOM

D0a

13' - 0 1/2"

5" 1

MAILBOX NICHE

3' - 3 1/2"

F0a

2419FRONT 7

36" x 16" MAILBOX NICHE

3' - 4"

4'-8 1/8"

MAILBOX NICHE

ACC-UG3 23 SF

10"

1'-6"

3'- 6"

5'-6"

1'-0"

TX-H 18"x12" 12"x12"

F0a

7'-9"

OFFICE

D2a

H2c

2421

STORAGE 2422 ?

1'-4 1/4" MAU-3

RECESSED FIRE EXTINGUISHER CABINET

H2b

ACC-UG3 161 SF

2401

D2a

WORK AREA

2415

TX-E 18"x8"

2423

3'-9"

STORAGE

2412

C2a

W14

2'-11"

5" 2413

2414

2403

24" x 24"

TX-J 18"x8"

UP 3'-9"

N73

C1a

68'-3"

JC 44 SF

Newline Structures

Vertical Transportation Engineers

6'-0"

F.FL. EL = +327'- 7" T.O.S. EL = + 327' - 7"

F0.a

9'-1 1/2"

LOUNGE ACC-UG3 683 SF

(212) 643-9055 - TEL (212) 643-0503 - FAX

1'-11"

6'-9"

116 West 32nd Street New York, NY 10001

120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936

3'-1"

3'-3 1/4" 7'-5"

4" D0a

5'-0"

8'-2"

IT / Security / AV Engineers

Van Deusen Associates

TX-F MAU-3 18"x8"18"x10"

D2a

(212) 643-9055 - TEL (212) 643-0503 - FAX

(212) 479-5400 - TEL (212) 479-5444 - FAX

1'-10"

5" 5'-0"

D2a

AV CABINET

1'-8" 5'-0"

40'-8"

D2a

84'-1 3/4"

FSD/AD 8x8 TR (PURGE) CS/SP (275) 30"x16"

2408

30" x 16"

23'-0"

24x48 BR (6,800) (PURGE)

C2a

8'-2"

3'-1 1/2" 5"

36" x 16"

F0a

SPD 40"x12"

5'-2"

F0a

C2a

RECEPTION

4'-11 3/4" MAU-1 10"x34"

2420

MAU-2 24"x8"

F0a

2'-4"

W14

3'-4"

NASSAU ST.

5'-0"

N63

TX-C 18"x8"

STORAGE 6'-5 1/2" 1'-0" ACC-UG3 37 SF FSD/AD F0a

3'-11"

2'-2"

RECESSED FIRE EXTINGUISHER CABINET

1'-8"

10'-0"

3'-4"

C2a

ACC-UG3 424 SF

3" SLOPE UP TO FFL

GFCI

W14

4 A-852

C2a

1'-0"

D0a

TX-D 18"x8"

11'-2"

5'-0"

N73

CLOSET 7 SF

FFL +3"

5'-4"

21'-7"

3'-4"

10'-0"

1'-8"

DINNING ACC-UG3 1404 SF

MEETING SPACE

SEE A-905

ACC-UG3 601 SF

2416

21'-10"

1'-0"

GYM

5 1/2"

2'-9 1/2"

7. EXIT STAIR CORE ENCLOSURES SHALL BE TYPE D2b (2-HR RATED IMPACT RESISTANT) AS INDICATED ON THE FLOOR PLANS 8. SLOPE ELEVATOR LOBBY AWAY FROM ELEVATOR SHAFT (1% SLOPE PER BC 3008.4)

17'-9 1/2"

5'-5"

13'-4"

26'-7"

1'-1"

8'-10 3/4"

2'-9 1/2"

N83

C1a

WATER FILTER

42'-4"

EFX546

5'-0"

D1a

W14

EFX546

11'-7 3/4"

N83

F0a

MEP_ FP Engineers

2. ALL PARTITIONS BETWEEN APARTMENTS/ DORMITOR ROOMS AND CORRIDORS SHALL BE TYPE D2a (2-HR RATED) UNLESS OTHERWISE NOTED.

4. ALL FURRING WALLS ON COLUMNS, STRUCTURE OR RATED SHFAT WALLS SHALL BE TYPE F0a UNLESS OTHERWISE NOTED.

N96

MGE

20'-0"

E20

18'-0"

E40

18'-0"

E58

24'-0"

E76

SCALE: 1/4" = 1'-0" DATE: PROJECT No: 20.102

24'-0"

E100

24TH FLOOR PLAN

E124

A-117 .00 1

24TH FLOOR SCALE:

1/4" = 1'-0"

E00

E20

E40

E58

E76

E100

E124

ISMAEL LEYVA A R C H I T E C T S,

20'-0"

18'-0"

24'-0"

N111

FLOOR PLAN NOTES 1. REFER TO SHEETS A-018, A-019 FOR PARITION TYPES AND ASSEMBLY DETAILS AS INDICATED ON THE FLOOR PLANS. 2. ALL PARTITIONS BETWEEN APARTMENTS/ DORMITOR ROOMS AND CORRIDORS SHALL BE TYPE D2a (2-HR RATED) UNLESS OTHERWISE NOTED.

19'-0"

BEEKMAN ST .

N96

C5-5

N96

C6-4

105'-6 1/2"

#17/17--H&V COM+MOB.

1 BED 96 SF

SINGLE BED 36x80

D0b B1

4'-2"

D1a

14'-1"

7'-10 1/4"

5 1/2" 10'-11 1/2"

SINGLE BED 36x80

9'-5"

220 SF

D1a

3'-0" 18

D1a

RA UNIT (1 BED) 127 SF B

2'-5"

3'-0"

2'-0"

3'-0"

2'-0"

3'-0"

WRDB. 24x24

F0a

SINGLE BED 36x80

7'-9"

DESK 22x30

3'-0"

W15

3'-6"

3'-0"

W15

2'-0"

3'-0"

W15

2'-0"

10'-0"

6'-8 1/2"

19'-3"

8'-8"

SERVICE HALL 11'-6" H2.b

1'-6"

D2b

512 7th Ave. New York, NY 10018 (212) 280-3019 - TEL

Thornton Tomasetti Structural Engineer

51 Madison Ave. New York, NY 10001 (212) 532-2211 - TEL (212) 481-6108 - FAX

Howard I Shapiro & Associates Demolition

266 Merrick Rd #310 Lynbrook, NY 11563

Langan

21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001 (212) 479-5400 - TEL (212) 479-5444 - FAX

10'-0"

7'-6 1/2"

3'-9" B1

JC 37 SF D2b

3'-9"

3'-0" N40

7'-10"

RX-2 12"x18"

10"

3'-0"

F0c

H2.b

10"

2'-6" 1'-6"

H2b

ELEVATOR LOBBY 329 SF

12'-2"

SEE NOTE 1

H2.b

4'-0" N34

H2c

5'-9"

3'-6"

FO 3"ø FO 3"ø

H2b 4"

H2b

6'-0"

G 3"

6'-0" H2.b

G 8"

STP CS 28"x18" 24"x16"

H2.b

5'-6"

3'-6"

5" 2'-4"

N34

H2c

NOTES: 1. SLOPE ELEVATOR LOBBY AWAY FROM ELEVATOR SHAFT (1% SLOPE PER BC 3008.4)

1'-5 7/8"

5" 5'-0"

H2c

H2.b

4'-0"

C2.a

C2b TX-H 12"x12"

D0a

W16

5'-8 1/2"

H2c

20'-5"

4'-0"

D2b

20'-0"

5'-10 1/4"

10"

6'-8 1/2"

H2b

4'-0"

H2c

D2a

16" x 36"

6'-0 3/4"

6" TGB

W16

5" 9

54"

3'-0"

RECYCLABLES HOLDING AREA

C DESK 22x30

GFCI

SINGLE BED 36x80

5 1/2"

C1a

D1a

SINGLE BED 36x80

FRONT

8'-4"

D1a

W15

3'-6"

D2b

7 8

D0a

WRDB. 24x24

2 BED 165 SF

DESK 22x30

RA UG3

FRONT 7

C0a

68'-3"

5 1/2"

C1c

1'-0"

8'-4"

7'-2"

WAP

W17

Construction Manager

NO DATE REV ISSUE 100% SCHEMATIC DESIGN 1 03/27/2020 50% DESIGN DEVELOPMENT 2 06/05/2020 DOB FILING SET 3 06/08/2020 DOB OBJ. RESPONSE 4 08/17/2020 08/28/2020 100% DESIGN DEVELOPMENT 5 11/04/2020 50% CD ISSUANCE 6 80% CD ISSUANCE 7 11/24/2020 12/04/2020 DOB OBJ. RESPONSE 8 01/18/2021 100% CD BACKGROUND 9 01/29/2021 100% CD ISSUANCE

N63

3'-8"

C2a

F0a W17

H2c

ELECTRICAL / TELECOM CLOSET 9'-2"

16" x 36"

W17

Newline Structures

(973) 994-9220 - TEL (973) 994-2539 - FAX

36" x 16"

14'-5"

WRDB. 24x24

14'-3" 5"

3'- 6"

WRDB. 24x24 WAP

1 BED 142 SF

D0b

SINGLE BED 36x80

(212) 643-9055 - TEL (212) 643-0503 - FAX

F0b C0a

10" A

WRDB. 24x24

D2a

RECESSED FIRE EXTINGUISHER CABINET

REF

TX-F MAU-3 18"x8"18"x10"

D2a

MAU-3 TX-H 18"x12" 12"x12"

116 West 32nd Street New York, NY 10001

29'-0"

IT / Security / AV Engineers

49'-0"

C2a

3 BED UG3

D0b

REF

MGE Unified Technologies Corp.

120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936

WRDB. 24x24

1'-0"

D2a

D0b

10'-3 1/4"

3'-9"

DESK 22x30

1'-8"

36" x 16"

(212) 643-9055 - TEL (212) 643-0503 - FAX

9'-3"

3'-9"

116 West 32nd Street New York, NY 10001

Vertical Transportation Engineers

F0a

3'-9"

3 BEDS UG3

477 SF

WRDB. 24x24

1'-0"

D2a

740 SF

DESK 22x30

4" D0a

MEP_ FP Engineers

H2b

1'-0"

F0a

MGE

Van Deusen Associates

16'-8"

D2a

8. SLOPE ELEVATOR LOBBY AWAY FROM ELEVATOR SHAFT (1% SLOPE PER BC 3008.4)

F0a

8 1/4"

3 BEDS UG3

CABINET 36X18

2 BED 151 SF

1'-6"

4'-2"

7'-10 1/4"

10'-0 1/4"

D2a

24" x 24"

$ 18'-8 1/2"

1'-1"

7. EXIT STAIR CORE ENCLOSURES SHALL BE TYPE D2b (2-HR RATED IMPACT RESISTANT) AS INDICATED ON THE FLOOR PLANS

N73

3'-3"

1 BED 139 SF

7'-2"

619 SF

F0.a

D2a

3'-7 3/4" 4"

TX-E 18"x8"

F.FL. EL = +339'- 5" T.O.S. EL = + 339' - 4"

D2a

2'-10"5 1/4"2'-6"

(212) 594-2700 - TEL

Geotechnical Consultants

D1a

6'-0"

8'-4" 5"

WAP

N40

REF

D0a

621 SF

FSD/AD 8x8 TR (PURGE) (275)

5'-6"

DESK 22x30

C1a

2 BEDS UG3

5'-0"

1 A-163

WAP DESK 22x30

F0a

1 A-164

FSD/AD

REF

294 SF

4'-7"

D2a

3'-8"

3'-4" 1'-8" W18

13'-11"

24x48 BR (6,800) (PURGE)

C2a

5'-0"

MAU-2 24"x8"

10'-9 1/4"

GFCI

D0b

WRDB. 24x24

1'-1"

C2a

DESK 22x30

6'-2" TX-C 18"x8"

CABINET 36X18

1 BED 120 SF DESK 22x30

6'-2"

D0b

W18

11'-5 1/2"

3 BEDS UG3

WAP

12'-10"

10'-0"

2'-3"

1'-8"

SINGLE BED 36x80

5'-0"

1'-0"

F0a A

30" x 16"

6'-2"

F0a

TX-B 11"x10"

WRDB. 24x24

10'-0"

3 BEDS UG3 SPD 40"x12"

3'-8"

36" x 16"

GFCI

D1a MAU-1 11"x31"

REF

CABINET 36X18

14'-3 1/2"

REF

10" 3 BEDS D1a UG3

633 SF

614 SF

SINGLE BED 36x80

CABINET 36X18

5 1/2"

WRDB. 24x24

D0a

N83

9'-1 1/2"

Developer

(516) 791-2600 - TEL

SINGLE BED 36x80

S/C

D1a

ADA UNIT (2BED) 192 SF E

SINGLE BED 36x80

12'-6"

WRDB. 24x24

D0b

WRDB. 24x24

DESK 22x30

C1a

7'-10 3/4" 5 1/2"

R 5 1/2"

BED 5 1/2"SINGLE 36x80

9'-3 1/2"

F0a

D0b

S/C

SINGLE BED 36x80

D1a

1 BED 93 SF

D0b

C2a

D1a

C1a

D0a D0b

1 BED 104 SF

1 BED 103 SF

D1a

TX-D 18"x8"

D0b

8'-3 3/4"

S/C

D0b

WRDB. 24x24

CABINET 36X18

WAP

SINGLE BED 36x80

6'-10 3/4"

5 1/2"

D0b

2'-2 1/2"

W18

3'-11"

1 BED 103 SF

SINGLE BED 36x80

D0b

S/C

SINGLE BED 36x80

D0b

GFCI

D0b

3'-4" W18

1 BED 105 SF

SINGLE BED 36x80

8'-11 3/4"

5'-0"

REF

9'-8 1/2"

DESK 22x30

CABINET 36X18

9'-2"

WRDB. 24x24

5'-6"

WRDB. 24x24

D1a

W18

SINGLE BED 36x80

4" 4'-2 1/2"

11'-0 1/2"

1 BED 106 SF

W18

3'-4"

5'-0"

5'-6"

9'-3 3/4"

1'-8"

WAP

D1a

D0b

3'-4"

WAP DESK 22x30

D0b

1 BED 104 SF

W18

4'-11 1/2" 0"

5 1/2"

D0b

WRDB. 24x24

DESK 22x30

3'-4"

8'-11 3/4"

SINGLE BED 36x80

5'-0"

D1a

DESK 22x30 WAP

D0b

1 BED 102 SF

1'-8"

F0a

WRDB. 24x24

1 BED 100 SF

SINGLE BED 36x80

3'-4"

6'-2"

W18

WAP DESK 22x30

5'-0"

9'-0"

1'-8"

20" x 38"

CHASE KNEE WALL FOR HEAT PUMP

D1a

5'-0"

W18

3'-4"

GFCI

8'-11 3/4"

5'-0"

1'-0"

WRDB. 24x24

1'-8"

5'-6"

WRDB. 24x24

3'-4"

6'-2"

WRDB. 24x24

5'-0"

13'-0"

2 1/2"

DESK 22x30 WAP

D0b

5" WAP

3'-4" 5'-0"

DESK 22x30 WAP

1'-8"

W18

1'-8" 5'-0"

DESK 22x30 WAP

3'-4"

5 1/2"

5'-0"

11'-3 3/4"

8'-11 1/2"

1'-8" 5'-0"

1 BED 112 SF

1'-8"

W18

F0a

W18

3'-4"

DESK 22x30

D1a

13'-7 1/4"

D1a

5'-0"

55'-0"

NASSAU ST.

5'-0"

WRDB. 24x24

1'-8"

10'-0" 10'-0" 23'-0"

1'-8"

18" x 36"

WAP

SINGLE BED 36x80

N63

3'-4"

W18

SINGLE BED 36x80

N73

5'-0"

W18

18" x 48"

N83

1'-8"

3'-4"

13'-0"

W18

3'-4"

11'-6"

5'-0"

1'-0"

1'-8"

5 1/2"

3'-4"

9'-1 1/2"

5'-0"

2 1/2"

1'-8"

SL GREEN REALITY CORP. 420 Lexington Ave New York, NY 10170

PARTITION NOTES:

3'-4"

P. C.

1'-6"

14'-0"

7'-9"

2. FURNITURE SHOWN FOR COORDINATION ONLY. TO BE PROVIDED BY PACE.

C:\Users\cpark\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_cpark.rvt

N20

72'-6 1/2"

N20 DORMITORY BED COUNT SUMMARY

105'-6 1/2" C6-4

20'-0"

13TH FLOOR.............................33 BEDS (RD UNIT)

20'-0"

C5-5

14TH - 17TH FLOOR................172 BEDS (RD UNIT) (43 BEDS PER FLOOR X 4 FLRS) 18TH-22ND FLR ......................235 BEDS (47 BEDS PER FLR X 5 FLRS) 23RD FLOOR (TRANSFER).......23 BEDS 25TH FLOOR..............................21 BEDS

N00

20'-0"

E00 2/2/2021 9:57:27 PM

33'-0"

20'-0"

E20

18'-0"

E40

18'-0"

E58

24'-0"

E76

420 Lexington Ave. New York, NY 10170 (212) 594-2700

15 Beekman 15 Beekman St. New York, NY 10038

TITLE 25TH FLOOR PLAN

SCALE: 1/4" = 1'-0" DATE: PROJECT No: 20.102

24'-0"

E100

TOTAL : 484 BEDS

SL Green Realty

E124

A-118 .00 1

25TH FLOOR SCALE:

1/4" = 1'-0"

E00

E20

E40

E58

E76

E100

E124

ISMAEL LEYVA A R C H I T E C T S,

20'-0"

18'-0"

24'-0"

FLOOR PLAN NOTES N111

N111 PARTITION NOTES: 1. REFER TO SHEETS A-018, A-019 FOR PARITION TYPES AND ASSEMBLY DETAILS AS INDICATED ON THE FLOOR PLANS. 2. ALL PARTITIONS BETWEEN APARTMENTS/ DORMITOR ROOMS AND CORRIDORS SHALL BE TYPE D2a (2-HR RATED) UNLESS OTHERWISE NOTED.

19'-0"

BEEKMAN ST .

N96

C5-5

N96

C6-4

TWO COMPARTMENT WOOD FIRE RESERVE TANK. 11,250 GALLONS STORAGE CAPACITY (PER TANK)

5'-0"

3'-4"

1'-8"

5'-0"

1'-8"

5'-0"

L02

3'-4"

1'-8"

L02

5'-0"

3'-4"

1'-8"

L02

5'-0"

3'-4"

1'-8"

5'-0"

L02

3'-4"

1'-8"

5'-0"

L02

3'-4"

VFD

20" x 38"

VFD

3'-4"

1'-8"

VFD

3'-4"

2'-2 1/2"

L02

18" x 36"

18" x 18"

CWP-3

N83

49'-7 1/2"

B-2

B-3

B-4

10'-0"

3'-4"

2601

400AS

15'-9"

1'-0"

100AS

20'-9"

75KVA XFMR M2a

8'-2 1/2"

RDSB 7'-11

MLP-R-1

1/2"

400AS

MP-R-1 M2a

ELP-26

M2b 2607

2603

2604

5'-6"

5'-11"

1'-8"

E2601

T.O.S. EL = + 351' - 1" F/E CABINET SURFACE MOUNTED 26" AFF TO BOC

116 West 32nd Street New York, NY 10001 (212) 643-9055 - TEL (212) 643-0503 - FAX

Newline Structures Construction Manager 512 7th Ave. New York, NY 10018 (212) 280-3019 - TEL

Thornton Tomasetti Structural Engineer

51 Madison Ave. New York, NY 10001 (212) 532-2211 - TEL (212) 481-6108 - FAX

Demolition

266 Merrick Rd #310 Lynbrook, NY 11563

Langan

Geotechnical Consultants 21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001 (212) 479-5400 - TEL (212) 479-5444 - FAX

(973) 994-9220 - TEL (973) 994-2539 - FAX

3'-9"

NO DATE REV ISSUE 100% SCHEMATIC DESIGN 1 03/27/2020 50% DESIGN DEVELOPMENT 2 06/05/2020 DOB FILING SET 3 06/08/2020 DOB OBJ. RESPONSE 4 08/17/2020 08/28/2020 100% DESIGN DEVELOPMENT 5 11/04/2020 50% CD ISSUANCE 6 80% CD ISSUANCE 7 11/24/2020 12/04/2020 DOB OBJ. RESPONSE 8 01/29/2021 100% CD ISSUANCE 9

16" x 36"

M2b

3'-9" 1'-0"

M2a

VESTIBULE 331 SF SEE NOTE 1

15'-9"

3'-9"

25'-10"

O.D. R.D.

IT / Security / AV Engineers

16'-11"

3'-9"

200AS

ELECT. DIST. ACC-UG3 MLP-R-1 102 SF SEC.2

UPPER ZONE FIRE ACC-UG3 81 SF

2'-11"

UPPER ZONE FIRE ACC-UG3 218 SF

9'-1"

SLOPING CRICKET

3'-4"

MGE Unified Technologies Corp.

29'-0"

4'-8 1/2"

68'-3"

75KVA XFMR

36" x 16"

5 A-718

29'-4"

2609

M2a

1'-0"

VFD

1'-8"

2606

L07

FO 3"ø

L07

N40

H2.b 10"

7'-0"

30" x 24" RING BEAM ABOVE

H2b H2b

3 A-508

36" x 16"

16" x 36"

4'-0"

5'-10 3/4"

4'-0"

11'-2 1/2"

L06

2'-5"

3'-0"

2'-0"

3'-0"

2'-0"

3'-0"

3'-6"

3'-0"

3'-6"

3'-0"

2'-0"

3'-0"

2'-0"

3'-0"

6'-0"

3'-0"

N34

STORAGE 227 SF F.FL. EL = +351'- 1" 24'-2"

G 3"

6'-0" H2.b

T.O.S. EL = + 351' - 1"

STP 28"x18"

G 8"

CS 24"x16"

H2.b

2'-4"

N34

M2a

NOTES: 1. SLOPE ELEVATOR LOBBY AWAY FROM ELEVATOR SHAFT (1% SLOPE PER BC 3008.4) 2. FURNITURE SHOWN FOR COORDINATION ONLY. TO BE PROVIDED BY PACE.

1'-6"

14'-0"

7'-9"

20'-0"

20'-5"

6'-0 1/8"

L06

H2b 12'-2" H2.b

2'-6" L06

FO 3"ø

H2b

19'-8"

N40

L07

4'-3"

L07

6'-0"

5'-0"

VFD

ATS#3

5'-0"

(212) 643-9055 - TEL (212) 643-0503 - FAX

1'-0"

3'-4"

VFD

TGB

2' - 10" 1' - 2"

24" x 24"

36" x 16"

2608

N63

5'-0"

M2a

E2602

ATS ROOM

3'-4"

116 West 32nd Street New York, NY 10001

50' - 10"

2602

VFD

1'-8"

MEP_ FP Engineers

10'-0"

18x10

O.D. R.D.

IDF 70 SF

CTF-1

4'-8"

1'-8" 5'-0"

29'-9"

CHEMICAL FEED

O.D. R.D.

5'-0"

26'-6"

1'-8"

10'-0"

55'-0"

HPWP-1

CWP/HPWP-2

FRONT

NASSAU ST.

S 4"

10'-0"

N73

MECHANICAL ROOM ACC-UG3 1647 SF

ET-2

L02

MGE

120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936

2605

28'-1 1/2"

(212) 594-2700 - TEL

Vertical Transportation Engineers

HWP-2

F.FL. EL = +351'- 9" T.O.S. EL = + 351' - 1"

L02

7. EXIT STAIR CORE ENCLOSURES SHALL BE TYPE D2b (2-HR RATED IMPACT RESISTANT) AS INDICATED ON THE FLOOR PLANS 8. SLOPE ELEVATOR LOBBY AWAY FROM ELEVATOR SHAFT (1% SLOPE PER BC 3008.4)

FRONT

23'-0"

HWP-1

3'-4"

MECHANICAL ROOF ACC-UG3 2499 SF

CT-1 3-CELL 900 TON COLLING TOWER

420 Lexington Ave New York, NY 10170

Van Deusen Associates

L02

Developer

(516) 791-2600 - TEL

B-1

WATER TANK DUNNAGE

N63

SL GREEN REALITY CORP.

Howard I Shapiro & Associates

SF-1

N73

ET-1

CWP-1

L02

5'-0"

L02

1 A-508

2 A-508

COOLING TOWER DUNNAGE

5'-0"

HX-1

1'-8"

L02

CWP-4

18" x 36"

1'-8" 5'-0"

5'-0"

L02

18" x 48"

N83

1'-8"

3'-4"

13'-0"

L02

3'-4"

13'-0"

1'-8"

19'-3"

3'-4"

P. C.

C:\Users\cpark\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_cpark.rvt

N20

N20 72'-6 1/2" C5-5

7" C6-4

105'-6 1/2"

SL Green Realty 420 Lexington Ave. New York, NY 10170

20'-0"

(212) 594-2700

15 Beekman 15 Beekman St. New York, NY 10038

TITLE

N00

20'-0"

E00 2/2/2021 9:57:41 PM

33'-0"

20'-0"

E20

18'-0"

E40

18'-0"

E58

24'-0"

E76

SCALE: 1/4" = 1'-0" DATE: PROJECT No: 20.102

24'-0"

E100

26TH FLOOR MAIN ROOF PLAN

E124

A-119 .00 1

level 26 SCALE:

1/4" = 1'-0"

E00

E20

E40

E58

E76

E100

E124

ISMAEL LEYVA A R C H I T E C T S,

20'-0"

18'-0"

24'-0"

FLOOR PLAN NOTES N111

N111 1. REFER TO SHEETS A-018, A-019 FOR PARITION TYPES AND ASSEMBLY DETAILS AS INDICATED ON THE FLOOR PLANS. 2. ALL PARTITIONS BETWEEN APARTMENTS/ DORMITOR ROOMS AND CORRIDORS SHALL BE TYPE D2a (2-HR RATED) UNLESS OTHERWISE NOTED.

19'-0"

BEEKMAN ST .

N96

C5-5

N96

C6-4

105'-6 1/2" 5'-0"

3'-4"

1'-8"

3'-4"

1'-8"

5'-0"

L02

3'-4"

1'-8"

5'-0"

L02

3'-4"

1'-8"

L02

5'-0"

3'-4"

1'-8"

5'-0"

L02

3'-4"

1'-8"

5'-0"

L02

3'-4"

1'-8"

5'-0"

L02

18" x 36"

3'-4"

1'-8"

5'-0"

L02

3'-4"

13'-0"

L02

5'-0"

3'-4"

1'-8"

5'-0"

L02

3'-4"

2'-2 1/2"

L02

18" x 36"

18" x 18"

13'-0"

1'-8"

20" x 38"

1'-8"

RTU 1

OUTSIDE AIR HOOD

N83

12 EXHAUST AIR

5'-0"

N83

L02

20x14 (24x18)

10'-0"

RTU 2

3'-4"

RTU 3

7. EXIT STAIR CORE ENCLOSURES SHALL BE TYPE D2b (2-HR RATED IMPACT RESISTANT) AS INDICATED ON THE FLOOR PLANS 8. SLOPE ELEVATOR LOBBY AWAY FROM ELEVATOR SHAFT (1% SLOPE PER BC 3008.4)

10'-0"

18" x 48"

SL GREEN REALITY CORP. Developer

420 Lexington Ave New York, NY 10170

PARTITION NOTES:

3'-4"

P. C.

(212) 594-2700 - TEL

MGE

MEP_ FP Engineers 116 West 32nd Street New York, NY 10001 (212) 643-9055 - TEL (212) 643-0503 - FAX

MGE Unified Technologies Corp. IT / Security / AV Engineers 116 West 32nd Street New York, NY 10001 (212) 643-9055 - TEL (212) 643-0503 - FAX

Newline Structures Construction Manager 512 7th Ave. New York, NY 10018 (212) 280-3019 - TEL

Thornton Tomasetti Structural Engineer

51 Madison Ave. New York, NY 10001 (212) 532-2211 - TEL (212) 481-6108 - FAX

Howard I Shapiro & Associates Demolition

266 Merrick Rd #310 Lynbrook, NY 11563 (516) 791-2600 - TEL

Langan

Geotechnical Consultants 21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001 (212) 479-5400 - TEL (212) 479-5444 - FAX

20x14 (24x18)

48'-11 1/2"

53'-1" 42

4 A-508

1'-8"

48'-5 1/2"

1'-6"

36'-11"

(6,800)

52'-4"

ACCU-10

N63

(650) RXF-2

SPXF-2

F.FL. EL = +362'- 9" T.O.S. EL = + 362' - 1"

18 8

2703

24" x 24"

36" x 16"

2701

68'-3"

3'-4"

16'-2"

4'-7"

5'-0"

L02

10'-0"

O.D. R.D.

3'-4"

103'-0 1/2"

(973) 994-9220 - TEL (973) 994-2539 - FAX

O.D. R.D.

MECHANICAL ROOF ACC-UG3 2123 SF

1'-8"

55'-0"

120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936

F.FL. EL = +362'- 0"

NASSAU ST.

Vertical Transportation Engineers

N73

SD 40

10'-0"

29'-9"

1'-8" 5'-0"

L02

N63

Van Deusen Associates

N73

26'-0"

NO 1 2 3 4 5 6 7 8 9

DATE REV ISSUE 03/27/2020 100% SCHEMATIC DESIGN 06/05/2020 50% DESIGN DEVELOPMENT 06/08/2020 DOB FILING SET 08/17/2020 DOB OBJ. RESPONSE 08/28/2020 100% DESIGN DEVELOPMENT 11/04/2020 50% CD ISSUANCE 11/24/2020 80% CD ISSUANCE 12/04/2020 DOB OBJ. RESPONSE 01/29/2021 100% CD ISSUANCE

600 KW DEISEL GENERATOR WITH CUSTOM ENCLOSURE BY ELECATRICAL CONTRACTOR

(3,000)

1'-6"

2702

16" x 36"

3'-9"

1'-0"

3'-9"

7'-10"

D2b

29'-0"

3'-4" 1'-8"

L07

N40

H2b

7 36" x 16"

1'-8"

16" x 36"

L06

4'-0"

1'-6"

L06

5'-10 3/4"

4'-0"

N34

L06

11'-2 1/2"

2'-5"

3'-0"

2'-0"

3'-0"

2'-0"

3'-0"

3'-6"

3'-0"

3'-6"

CS 24"x16"

H2b

H2.b

2'-4" 1'-6"

N34

H2.b

3'-0"

2'-0"

3'-0"

2'-0"

3'-0"

28.6K

NOTES:

28.6K

N20

N20 73'-0 1/2"

32'-6"

105'-6 1/2"

C5-5

C6-4

SL Green Realty 420 Lexington Ave. New York, NY 10170

20'-0"

(212) 594-2700

15 Beekman 15 Beekman St. New York, NY 10038

TITLE

N00

20'-0"

E00 2/5/2021 3:39:13 PM

14'-0"

1'-6"

C:\Users\apostolache\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_apostolacheLBXAR.rvt

30.9K

7'-9"

20'-0"

20'-5"

6'-0 1/8"

EMR ACC-UG3 26'-8" 693 SF

STP 28"x18"

H2.b

7'-0"

N40

L07

19'-8"

7'-0"

L07

5'-3"

L02

6'-0"

5'-0"

7'-10"

3'-9"

3'-4"

D2b

O.D. R.D.

SCUPPER DRAIN

6'-4" 15'-8"

L02

18'-10"

19'-4"

23'-0"

5'-0"

20'-0"

E20

18'-0"

E40

18'-0"

E58

24'-0"

E76

SCALE: 1/4" = 1'-0" DATE: PROJECT No: 20.102

24'-0"

E100

27TH FLOOR BULKHEAD 1 PLAN

E124

A-120 .00 1

level 27 Roof SCALE:

1/4" = 1'-0"

ISMAEL LEYVA A R C H I T E C T S,

FLOOR PLAN NOTES PARTITION NOTES:

P. C.

SL GREEN REALITY CORP. Developer

420 Lexington Ave New York, NY 10170 (212) 594-2700 - TEL

BEEKMAN ST .

C5-5

C6-4

3'-4"

105'-6 1/2"

6. SHAFT WALL AT ELEVATOR SHAFTS SHALL BE TYPE H2c (2-HR REATED) AS INDICATED ON THE FLOOR PLANS RTU 1

OUTSIDE AIR HOOD

EXHAUST AIR

7. EXIT STAIR CORE ENCLOSURES SHALL BE TYPE D2b (2-HR RATED IMPACT RESISTANT) AS INDICATED ON THE FLOOR PLANS 8. SLOPE ELEVATOR LOBBY AWAY FROM ELEVATOR SHAFT (1% SLOPE PER BC 3008.4)

RTU 2

MGE

MEP_ FP Engineers 116 West 32nd Street New York, NY 10001 (212) 643-9055 - TEL (212) 643-0503 - FAX

MGE Unified Technologies Corp. IT / Security / AV Engineers 116 West 32nd Street New York, NY 10001 (212) 643-9055 - TEL (212) 643-0503 - FAX

Newline Structures Construction Manager 512 7th Ave. New York, NY 10018 (212) 280-3019 - TEL

Thornton Tomasetti Structural Engineer

51 Madison Ave. New York, NY 10001 (212) 532-2211 - TEL (212) 481-6108 - FAX

Howard I Shapiro & Associates Demolition

266 Merrick Rd #310 Lynbrook, NY 11563 (516) 791-2600 - TEL

Langan

Geotechnical Consultants 21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001 (212) 479-5400 - TEL (212) 479-5444 - FAX

Van Deusen Associates

Vertical Transportation Engineers 120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936 34

(973) 994-9220 - TEL (973) 994-2539 - FAX

STPF-4

MECHNICAL ROOF BELOW

42 18

SPXF-2

3'-2 1/4"

102'-2"

7" RXF-2

SCUPPER DRAIN

68'-3"

55'-0"

NASSAU ST.

OPEN TO BELOW NO DATE REV ISSUE 100% SCHEMATIC DESIGN 1 03/27/2020 50% DESIGN DEVELOPMENT 2 06/05/2020 DOB FILING SET 3 06/08/2020 DOB OBJ. RESPONSE 4 08/17/2020 08/28/2020 100% DESIGN DEVELOPMENT 5 11/04/2020 50% CD ISSUANCE 6 80% CD ISSUANCE 7 11/24/2020 12/04/2020 DOB OBJ. RESPONSE 8 01/29/2021 100% CD ISSUANCE 9

M2c 600 KW DEISEL GENERATOR WITH CUSTOM SOUND ENCLOSURE BY ELECTRICAL CONTRACTOR. STEEL DUNNAGE SUPPORT AND CATWALK WITH GUARD RAILINGS TO BE PROVIDED BY STRUCTURAL CONTRACTOR.

BULKHEAD ROOF F.F.EL = +373 -8"

3'-10"

SCUPPER DRAIN

7'-0"

REFUSE CHUTE TERMINATION

2/2/2021 9:58:05 PM

C:\Users\cpark\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_cpark.rvt

31'-3 1/2"

1'-3"

7'-0"

13'-9 1/2"

20'-9"

T.O. WALL +4'-6" ABOVE ROOF 5'-9"

40'-7"

NOTES:

13'-6"

33'-8"

105'-6 1/2"

C5-5

C6-4

SL Green Realty 420 Lexington Ave. New York, NY 10170 (212) 594-2700

15 Beekman 15 Beekman St. New York, NY 10038

TITLE 28TH FLOOR EMR BULKHEAD 2 PLAN

SCALE: 1/4" = 1'-0" DATE: PROJECT No: 20.102

A-121 .00 1

level 28 Bulkhead SCALE:

1/4" = 1'-0"

ELECTRICAL SYMBOL LEGEND SF-09

PT-06

PL-04

PT-01

PT-06

PT-01

ISMAEL LEYVA

PT-07

A R C H I T E C T S,

P. C.

WALL MOUNTED WAP WALL MOUNTED TV DATA

1'-1"

DUBLEX OUTLET DUBLEX OUTLET

+78"

RF-02 START POINT

2'-0"

9'-0"

7'-11"

3'-2"

278 SF

116 West 32nd Street New York, NY 10001

RA UG3

(212) 643-9055 - TEL (212) 643-0503 - FAX

MGE Unified Technologies Corp.

1'-6"

RF-02

116 West 32nd Street New York, NY 10001

6'-5 3/4"

12 A-151 9

1'-8 1/2"

8'-2 1/4"

+42" 2'-10 3/4"

1/2" = 1'-0"

+42"

Thornton Tomasetti

SCALE:

1/2" = 1'-0"

+60"

PT-06

(212) 280-3019 - TEL

RA UNIT H - ELEVATION 11

+18"

PT-07

512 7th Ave. New York, NY 10018 GFCI

S/C

SF-09

REF

Structural Engineer

8" 1'-4 3/4" 1'-6 1/4"

Newline Structures Construction Manager

WAP

RA UNIT H - ELEVATION 12

RF-05

11'-6 1/4"

A-851

(212) 643-9055 - TEL (212) 643-0503 - FAX

RF-05

PT-07

IT / Security / AV Engineers

TI-03

1'-6" 2'-10"

1'-6 1/4"

PL-04

PT-06

51 Madison Ave. New York, NY 10001 (212) 532-2211 - TEL (212) 481-6108 - FAX

Howard I Shapiro & Associates

Demolition

PT-07

PT-06

LT-03

4'-10 3/4"

WRDB. 24x24

1'-11 1/4"

4'-10 3/4"

+18"

Langan

Geotechnical Consultants 21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001 (212) 479-5400 - TEL (212) 479-5444 - FAX

Van Deusen Associates

Vertical Transportation Engineers 120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936 (973) 994-9220 - TEL (973) 994-2539 - FAX

3'-6"

1'-6"

7'-11"

6'-6"

10"

9'-0"

6'-8"

7'-2"

6'-6"

8 1/4"

+18"

A-151 11

1. PACE TO PROVIDE THE FOLLOWING: KITCHENETTE & BATHROOM MILLWORK, KITCHENETTE APPLIANCES, BATHROOM FIXTURES, AND ALL FURNITURE.

DESK 22x30

SINGLE BED 36x80

NOTES:

WAP

LT-08

(516) 791-2600 - TEL

+80"

10'-9 3/4"

1'-1"

2'-0" PT-01 @ FACE

266 Merrick Rd #310 Lynbrook, NY 11563

+18"

2'-4 1/4"

PT-01

7'-11"

MGE

MEP_ FP Engineers

10'-9 3/4"

PT-01

(212) 594-2700 - TEL

1'-11 1/4"

24'-5"

SCALE:

MICROWAVE OUTLET

5'-0"

2'-0 3/4"

RF-05

420 Lexington Ave New York, NY 10170

TI-03 START POINT

APPL-03

7'-2 7/8"

1'-1" 1'-0"

SWITCH REF OUTLET QUAD OUTLET

1'-8"

SS-04

Developer

APPL-01

$ +42"

2'-3"

2'-11"

9'-0"

7'-10 7/8"

SPEAKER STROBE

SL GREEN REALITY CORP.

16'-8"

6'-8"

RF-05

1'-1"

24'-5"

RA UNIT H - ELEVATION 9 SCALE:

1/2" = 1'-0"

PT-06

PT-01

PT-06

SF-09

RA UNIT H - ELEVATION 10 SCALE:

1/2" = 1'-0"

1'-1"

LT-03

PT-01

1/2" = 1'-0"

PT-07

LT-03 SMOKE LT-03 DETECTOR

SPRINKLER

SCALE:

DATE REV ISSUE 08/28/2020 100% DESIGN DEVELOPMENT 11/04/2020 50% CD ISSUANCE 11/24/2020 80% CD ISSUANCE 01/29/2021 100% CD ISSUANCE

PT-06

PT-06 LT-03

LEVEL 14 - RA UNIT H - UG3 - FLOOR PLAN

1'-1"

6'-3 3/4"

NO 1 2 3 4 5 6 7 8 9

RF-05

+18"

SMOKE DETECTOR

6'-8"

7'-11" 9'-0"

9'-0" 1'-6" 4"

5'-0"

SINGLE BED 36x80

6'-2 1/8"

7'-5"

S/C

3'-6"

1'-6 7/8"

#1-H&V COM.+MOB. (1BD)

NOTES:

1'-6"

2'-5 7/8"

2'-10"

REF

1'-6"

3'-8"

SS-04

6'-6"

7'-11"

5'-5 1/4"

6'-6"

2'-3"

LT-08

RF-05

WAP

RF-05

PL-04

8'-9"

13'-5 3/4"

1'-1 1/4" 1'-1"

RF-05

DESK 22x30

9'-6 1/4"

WRDB. 24x24

+18" 6

24'-5"

A-151 5 3

SCALE:

1/2" = 1'-0"

ADA UNIT - ELEVATION 3 SCALE:

RF-02

1/2" = 1'-0"

9" 1'-4 3/4" +80"

DESK 22x30

+18"

8" 1'-5 3/4" 1'-0 1/4"

COUNTER

SF-09

PT-06

PT-07

PT-01

PT-06 PT-01

PT-07

MW MW

REF

TI-03

+60"

+18"

LT-08

D 283 SF

13'-5 1/2"

420 Lexington Ave. New York, NY 10170 (212) 594-2700

+42"

3'-8"

9'-0"

8'-8"

9'-0"

+42" GFCI

EQ ℄

15 Beekman 15 Beekman St.

New York, NY 10038

RF-05

SCALE: As indicated DATE: PROJECT No: 20.102

3'-6"

TITLE LEVEL 13-22 - UNIT D LEVEL 14-25 - UNIT H

RF-05

5'-4"

8'-9"

SL Green Realty

+78" A

RF-05

A-151

+42" RF-02 START POINT

4" RF-05

7'-11"

6'-6"

1'-6"

7'-11"

9'-0"

ADA UNIT UG3

1'-1"

PT-06

+18"

PT-06

TI-03 START POINT

3'-3"

+18" PT-06

$+42"

1'-4"

+18"

1'-1" 1'-1 1/2" 2/2/2021 8:36:56 PM

5'-2"

ADA UNIT - ELEVATION 6

C:\Users\gmartinez\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_gmartinezRWQK2.rvt

WRDB. 24x24

9'-6 1/4"

24'-5"

A-151 .00 5

ADA UNIT - ELEVATION 5 SCALE:

1/2" = 1'-0"

ADA UNIT - ENTRANCE ELEVATION 4 SCALE:

1/2" = 1'-0"

ADA UNIT - ELEVATION 2 SCALE:

1/2" = 1'-0"

ADA UNIT D - UG3 - FLOOR PLAN SCALE:

1/2" = 1'-0"

ELECTRICAL SYMBOL LEGEND

ISMAEL LEYVA A R C H I T E C T S,

P. C.

WALL MOUNTED WAP

SF-09

PT-06 PT-07

PT-06

DUBLEX OUTLET

PL-04

Developer

SPEAKER STROBE

LT-08

1. PACE TO PROVIDE THE FOLLOWING: KITCHENETTE & BATHROOM MILLWORK, KITCHENETTE APPLIANCES, BATHROOM FIXTURES, AND ALL FURNITURE.

SL GREEN REALITY CORP.

DUBLEX OUTLET

SMOKE DETECTOR

LT-03

WALL MOUNTED TV DATA

1'-1"

NOTES:

PT-01

PT-06

SWITCH

420 Lexington Ave New York, NY 10170

MICROWAVE OUTLET

(212) 594-2700 - TEL

REF OUTLET QUAD OUTLET

1'-4"

MGE

(212) 643-9055 - TEL (212) 643-0503 - FAX

MGE Unified Technologies Corp.

6'-3"

IT / Security / AV Engineers 116 West 32nd Street New York, NY 10001

2'-10"

3'-6"

116 West 32nd Street New York, NY 10001

9'-0"

1'-5"

1 1/2"

SS-04

7'-11"

1'-8"

9'-0"

MEP_ FP Engineers

Newline Structures

1'-6"

(212) 643-9055 - TEL (212) 643-0503 - FAX

RF-05

PL-04

512 7th Ave. New York, NY 10018

RF-05

1'-2 1/4"

10'-10 1/2"

Construction Manager

7'-8"

1'-10 1/2"

(212) 280-3019 - TEL

10'-8 3/4"

Thornton Tomasetti Structural Engineer

UNIT E - ELEVATION 10 SCALE:

1/2" = 1'-0"

51 Madison Ave. New York, NY 10001

UNIT E - ELEVATION 3 SCALE:

1/2" = 1'-0"

(212) 532-2211 - TEL (212) 481-6108 - FAX

Howard I Shapiro & Associates Demolition

PT-07 SF-09

PT-07

PT-06

SF-09

PT-06

PT-01

PT-07

PT-06

PT-07

266 Merrick Rd #310 Lynbrook, NY 11563

LT-03

1'-1"

(516) 791-2600 - TEL

Langan

Geotechnical Consultants 21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001

9'-2 1/2"

10'-4"

8'-7 1/2"

9'-0"

Van Deusen Associates

Vertical Transportation Engineers 120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936 (973) 994-9220 - TEL (973) 994-2539 - FAX

1/2" = 1'-0"

SF-09

1'-6" 4"

1/2" = 1'-0"

PT-06

17'-1"

5'-1 1/2" NO DATE REV ISSUE 100% CD ISSUANCE 1 01/29/2021 2 3 4 5 6 7 8 9

23'-4"

UNIT E - ELEVATION 8 SCALE:

RF-05

1'-1 1/2"

RF-05 15'-2 1/2"

UNIT E - ELEVATION 9 SCALE:

1'-6"

RF-05

10'-10"

1'-6"

3'-6"

4'-10 1/2"

7'-11"

6'-8"

9'-0" 6'-8"

7'-2"

7'-0 3/4"

9'-0"

(212) 479-5400 - TEL (212) 479-5444 - FAX

SF-09

UNIT E - ELEVATION 2 SCALE:

1/2" = 1'-0"

PT-06 +18"

+18"

2'-9"

WAP

2'-1" 8 1/2"

1'-5"

TABLE 18x22

7'-6"

9'-0"

+18"

7 DRESSER BED 60x80

8 1/2"

7'-3"

6'-0 3/4"

2'-1" 1'-6"

NOTES:

TABLE 18x22

1'-6"

A-167 5

+18"

1'-6"

+80" +18"

+18"

RF-02

14'-1"

2'-7"

10'-10 3/4"

6'-1 1/2"

1'-1 1/2"

1'-7 1/2"

RF-05

1'-0 1/4"

+18" +80" +42"

1'-7 1/2"

RF-05

17'-9 1/2"

UNIT E - ELEVATION 7 SCALE:

1/2" = 1'-0"

UNIT E - ELEVATION 6 SCALE:

1/2" = 1'-0"

+42" GFCI C2

SL Green Realty C

PT-06

420 Lexington Ave. New York, NY 10170

PT-01

PL-01

PL-04

PT-01

PT-06

SF-09

PT-06

(212) 594-2700

1'-1"

GFCI

LT-03

+18"

A-167 TI-03 START POINT

15 Beekman 15 Beekman St.

3'-5"

1'-4"

9'-0" PL-04

2'-0 3/4"

PL-04

8'-8 3/4"

10'-8 3/4"

1/2" = 1'-0"

TITLE

TI-03 A

LEVEL 14-17 - UNIT E

3 3/4"

+42"

7'-6"

GFCI

SCALE: As indicated DATE: PROJECT No: 20.102

PL-04

8'-8"

SCALE:

+78"

RF-05

UNIT E - ELEVATION 5

RF-02 START POINT

1'-6"

APPL-07

2'-10"

3'-6"

2'-10"

APPL-04

+42"

SS-04

5 5/8"

+48"

1'-8"

5'-0"

7'-11"

9'-0"

7'-11" 9'-0"

1'-8"

SS-04

New York, NY 10038

3'-5"

+60"

C:\Users\gmartinez\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_gmartinezRWQK2.rvt 2/2/2021 8:40:15 PM

RF-02

9'-10 1/2"

A-167

RF-05

13'-5 1/2"

1'-1 1/2"

A-167

23'-4"

UNIT E - ELEVATION 4 SCALE:

1/2" = 1'-0"

LEVEL 14 - RD UNIT UG3 SCALE:

1/2" = 1'-0"

6 A-718

E.O.S. GENERAL NOTES:

ISMAEL LEYVA

A R C H I T E C T S,

P. C.

SL GREEN REALITY CORP. Developer

2. PLUMBING DEPRESSION, BOX AND SLEEVE: ALL MEP PENETRATIONS TO BE COORDINATED WITH MEP SHOP DRAWINGS. SEE MEP DRAWINGS FOR ADDITIONAL INFORMATION AND TYPICAL LAYOUTS.

420 Lexington Ave New York, NY 10170 (212) 594-2700 - TEL

3. ELECTRICAL / TELECOM CONDUITS: SEE ELECTRICAL DRAWINGS

MGE

4. CONCRETE PAD: 10" THICK U.O.N. C.M. TO COORDINATE W/MECHANICAL DRAWINGS.

MEP_ FP Engineers 116 West 32nd Street New York, NY 10001 (212) 643-9055 - TEL (212) 643-0503 - FAX

MGE Unified Technologies Corp.

5. SLEEVES FOR PLUMBING STACKS: G.C. TO COORDINATE 2 1/2" MINIMUM CLEAR SPACING BETWEEN SLEEVES w/ CONCRETE REINFORCEMENTS.

IT / Security / AV Engineers 116 West 32nd Street New York, NY 10001

6. STAIRS: SEE STRUCTURAL DRAWINGS AND A700 SERIES FOR EDGE OF SLAB CONDITIONS AND DETAILS AT STAIRS.

(212) 643-9055 - TEL (212) 643-0503 - FAX

7. EMBEDDED FIXTURES: SEE RCP (A600s) AND MEP DRAWINGS FOR ANY EMBEDDED ELECTRICAL FIXTURES AND JUNCTION BOXES. G.C. TO COORDINATE w/ ELECTRICAL SHOP DRAWINGS.

Newline Structures Construction Manager 512 7th Ave. New York, NY 10018

8. SLAB:

E00

E20

E40

E58

E76

E100

E124

E00

E20

E40

E58

E76

E100

(212) 280-3019 - TEL

SLAB DEPRESSION LINE

E124

BUILDING LINE SLAB EDGE LINE

20'-0"

18'-0"

24'-0"

20'-0"

18'-0"

24'-0"

Thornton Tomasetti

24'-0"

Structural Engineer

9. TYP. BATHROOM PLUMBING STACK 1' - 6"

14 24"x 18" 19 24"x 18"

N63

8 24"x 36"

9' - 11"

6' - 0"

7' - 1"

7' - 10"

1' - 6"

SOX 8' - 1 5/8" SOY 69' - 2"

12 36"x 36"

30' - 4"

FD 17

SOX 67' - 3 1/8" SOY 51' - 8 7/8"

23'-0"

29'-0"

SOX 57' - 4 5/8" SOY 56' - 8 1/2"

SOX 86' - 4 5/8" SOY 56' - 8 3/4"

8 1/2" SLAB DEPRESSION FOR WALK-IN

32"L x 26"W x 4"D 4" DRAIN - TILT BRAISING PAN SINK: 40 GALLON

10" CONCRETE SLAB 10" CONCRETE SLAB T.O.S. EL = +23' - 0"

SOX 18' - 10 5/8" SOY 42' - 10"

SOX 67' - 3 1/8" SOY 43' - 9 5/8"

ELEVATOR SHAFT

Van Deusen Associates

Vertical Transportation Engineers

10. TYP. HEAT PUMP PLUMBING

2' - 0"

N63

13. FLOOR-MOUNTED ELECTRICAL OUTLET

120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936

NO DATE REV ISSUE 100% CD ISSUANCE 1 01/29/2021 2 3 4 5 6 7 8 9

SOX 29' - 0 5/8" SOY 51' - 5"

SOX 38' - 5 5/8" SOY 42' - 10"

21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001 (212) 479-5400 - TEL (212) 479-5444 - FAX

N73

36"x 36"

65' - 11"

26' - 4"

28' - 4"

ELEVATOR PIT T.O.S. EL = +6' - 0"

1' - 6"

GREASE INTERCEPTOR. 2" DIRECT CONNECTION, FIRST COMPARTMENT FOR 3 COMP. SINK. CAPACITY: 45 GALLONS

T.O.S. EL. = +23' - 0"

SOX 109' - 8 3/4" SOY 56' - 9"

30' - 4"

SOX 39' - 11 5/8" SOY 70' - 8"

FD 3

2' - 3"

5" SOX 52' - 4 7/8" SOY 68' - 7 3/8"

SOX 121' - 2" SOY 59' - 5 1/2"

ELEVATOR SUMP PUMP 2'x2'x2' SUMP PIT

10'-0"

12' - 1"

T.O.S. EL. = +22' - 3 1/2"

FLOOR SINK DISCHARGE FROM POT WASHING UNIT. 250 GALON PER MINUTE

T.O.S. EL. = +22' - 3 1/2"

18"x 30"

Geotechnical Consultants

12. 2'-0" X 2'-0" X 2'-0" SUMP PIT WITH GRATING

SOX 28' - 6 5/8" SOY 70' - 8"

SOX 71' - 3 5/8" SOY 72' - 8 1/4"

T.O.S. EL. = +23' - 0"

N63

Langan

HEAT PUMP, SEE MEP DRAWINGS

(973) 994-9220 - TEL (973) 994-2539 - FAX

10'-0"

2' - 0"

STAIR CORE

29'-0"

10' - 9"

98"L x 20"W x 4"D PIT

266 Merrick Rd #310 Lynbrook, NY 11563 (516) 791-2600 - TEL

11. PROVIDE STEEL EMBED FOR TERRACE DIVIDER. SEE A200 SERIES FOR DIVIDER TYPE.

17' - 9"

9' - 8"

N83

SOX 69' - 10 1/8" SOY 77' - 2 5/8"

8' - 7"

9' - 11"

SOX 15' - 5 5/8" SOY 82' - 9"

29' - 4"

1' - 6"

N73

10'-0"

1' - 6"

SOX 38' - 9 5/8" SOY 70' - 8"

N73

10'-0"

8' - 1 1/4"

SOX 7' - 7 5/8" SOY 70' - 8"

SOX 18' - 10 5/8" SOY 70' - 8"

10'-0"

6' - 11 1/4"

SOX 28' - 6 5/8" SOY 70' - 8"

SLAB DEPRESSION

COLUMN, IF APPLICABLE SEE STRUCTURAL DRAWINGS

SOX 7' - 7 5/8" SOY 83' - 5 3/4"

SOX 11' - 8 5/8" SOY 82' - 9"

SOX 57' - 7 5/8" SOY 86' - 7"

SOX 86' - 7 5/8" SOY 86' - 7 1/8"

Howard I Shapiro & Associates Demolition

SOX 6' - 1 5/8" SOY 88' - 3"

FOUNDATION WALL BELOW

(212) 532-2211 - TEL (212) 481-6108 - FAX

1' - 3 1/2"

BATHTUB

N96

1' - 6"

N83

18 30"x 36"

SOX 38' - 9 5/8" SOY 78' - 9 1/4"

N73

SOX 8' - 6 7/8" SOY 96' - 5 7/8"

1' - 6"

SOX 107' - 10 3/4" SOY 86' - 7"

6' - 5 1/4"

LAVATORY

13'-0"

13 30"x 36"

SOX 120' - 5 3/4" SOY 89' - 6 7/8"

N83

1' - 7"

FD 9 20"x 36" T.O.S. EL. = +23' - 0"

13'-0"

4 18"x 30"

NOTE: LAYOUT VARIES ACCORDING TO ADJACENT BATH AND KITCHEN CONFIGURATIONS

FD SOX 6' - 1 5/8" SOY 88' - 3"

EQ 1' - 6"

SOX 6' - 1 5/8" SOY 99' - 9 5/8"

N96

13'-0"

23' - 2 1/4"

13'-0"

25' - 7 1/4"

11' - 6 3/4"

N96

N83

10'-0"

SOX 27' - 0 3/4" SOY 100' - 1 7/8"

30"x 24"

12" CONCRETE SLAB T.O.S. EL = +13' - 0"

5'x5'x8' SEWAGE EJECTOR PIT

SOX 46' - 4 3/4" SOY 103' - 2 5/8"

23' - 6"

N96

2' - 0"

SOX 46' - 4 3/4" SOY 77' - 7 1/4"

SOX 57' - 10 5/8" SOY 102' - 9 1/8"

T.O.S. EL = +23' - 0"

24" x 30"

TOILET

SOX 82' - 4 3/8" SOY 106' - 3 1/8"

SOX 87' - 0 1/8" SOY 105' - 2 3/4"

19'-0"

T.O.S. EL = +26' - 6"

SOX 6' - 1 5/8" SOY 99' - 9 5/8"

40' - 5"

23'-0"

SOX 107' - 8 3/4" SOY 106' - 11 3/4"

4' - 4 1/4"

SOX 27' - 0 3/4" SOY 100' - 1 7/8"

19'-0"

SOX 46' - 4 3/4" SOY 103' - 2 5/8"

19'-0"

10 24"x 18"

1' - 9"

SOX 121' - 5 1/4" SOY 108' - 6 5/8"

51 Madison Ave. New York, NY 10001

1' - 4"

PLUMBING SLOT

1' - 0"

2' - 3"

N111

1' - 9"6"

N111

T.O.S. EL = +23' - 0" SOX 8' - 1 5/8" SOY 42' - 10"

16 30"x 36"

SOX 109' - 4 1/8" SOY 5' - 9 5/8"

12' - 4"

ELEVATOR SHAFT

1' - 4"

E00

C:\Users\sjain\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_sjain.rvt

2/3/2021 2:16:57 PM

1' - 2"

23' - 9"

Sub Cellar SCALE:

1/8" = 1'-0"

20'-0"

E20

18'-0"

E40

18'-0"

E58

24'-0"

E76

15 SOX 48' - 4 1/2" SOY 5' - 3 3/8"

SOX 23' - 1 1/2" SOY 9' - 3 1/2"

20 36"x 36" 2' - 8"

SOX 23' - 1 1/2" SOY 5' - 6 1/2"

SOX 122' - 4 5/8" SOY 6' - 10"

25 16"x 18"

N00

SOX 62' - 2 7/8" SOY 4' - 9 5/8"

24'-0"

E100

12' - 9 3/4"

24"x 18"

N00

SOX 29' - 11" SOY 2' - 10 1/2"

SOX 47' - 4 1/4" SOY 3' - 1 3/4"

20'-0"

SOX 57' - 4 5/8" SOY 3' - 9 3/4"

ELEVATOR SHAFT 24"x 24"

SOX 123' - 9 3/4" SOY 6' - 6 5/8"

SOX 6' - 1 5/8" SOY 2' - 6 3/8"

SOX 23' - 3 3/4" SOY 14' - 3 1/2"

SOX 36' - 1 1/2" SOY 14' - 3 1/2"

41' - 4 1/4"

SOX 78' - 1 5/8" SOY 5' - 10 3/8"

SOX 91' - 9 5/8" SOY 6' - 7"

N20

8' - 9"

17' - 6 1/2"

12' - 0 1/4"

1' - 4"

ELEVATOR SHAFT

1' - 6" SOX 36' - 1 1/2" SOY 16' - 4"

2' - 11"

N00

SOX 78' - 1 5/8" SOY 3' - 10 1/4"

7' - 9"

9' - 9" SOX 38' - 7 5/8" SOY 22' - 4"

SOX 91' - 9 5/8" SOY 17' - 7"

2' - 0"

SOX 6' - 1 5/8" SOY 22' - 4"

SOX 37' - 1 5/8" SOY 23' - 10"

SOX 78' - 1 5/8" SOY 17' - 10 1/2"

11' - 0"

20'-0"

1 18"x 24"

12' - 4"

19' - 9 1/2"

13' - 1 1/2"

T.O.S. EL = +14' - 4"

17' - 5"

29' - 0"

T.O.S. EL = +15' - 4"

10' - 0 3/4"

1' - 6"

14"L x 38"W x 2"D FLOOR TROUGH

SOX 79' - 5 5/8" SOY 17' - 7"

N34

11' - 3"

SOX 64' - 1" SOY 29' - 1 3/8"

T.O.S. EL = +13' - 0"

10" CONCRETE SLAB

SOX 92' - 9 5/8" SOY 4' - 7 3/8"

SOX 8' - 1 5/8" SOY 31' - 7"

SOX 37' - 1 5/8" SOY 31' - 7"

SOX 62' - 5 5/8" SOY 34' - 9"

SOX 30' - 4 3/4" SOY 39' - 11 1/2"

14'-0"

SOX 86' - 7 5/8" SOY 34' - 9"

SOX 33' - 4 3/4" SOY 39' - 11 1/2"

20'-0"

N20

32"L x 26"W x 4"D 4" DRAIN - 10 GALLON KETTLE CAPACITY

8' - 0 1/2"

N20

SOX 109' - 4 1/8" SOY 18' - 1"

SOX 67' - 3 1/8" SOY 40' - 0 5/8"

9' - 3"

11 30"x 36"

SOX 109' - 8 3/4" SOY 34' - 9"

14'-0"

1' - 6"

ELEVATOR SUMP PUMP 2'x2'x2' SUMP PIT

20'-0"

1'-6"

N20

38' - 6 1/4"

SOX 78' - 1 5/8" SOY 19' - 0 5/8"

7 24"x 36"

N34

T.O.S. EL = +13' - 0"

SOX 92' - 9 5/8" SOY 19' - 0 5/8"

SOX 121' - 7 5/8" SOY 39' - 2"

T.O.S. EL. = +22' - 3 1/2"

5' - 0"

SOX 26' - 3 5/8" SOY 31' - 7"

8' - 3"

20'-0"

SOX 38' - 7 5/8" SOY 32' - 1"

N40

2' - 0"

SOX 18' - 10 5/8" SOY 41' - 4"

T.O.S. EL. = +23' - 0"

29' - 0"

4' - 3"

1' - 4"

32"L x 26"W x 4"D 4" DRAIN - 10 GALLON KETTLE CAPACITY

2 18"x 30"

20'-0"

1' - 0" 6"

17' - 6"

N40

1' - 6"

9' - 5"

20'-0"

E124

E00

20'-0"

E20

18'-0"

E40

SOX 47' - 4 1/4" SOY 3' - 1 3/4"

18'-0"

E58

SOX 37' - 0 3/8" SOY 3' - 1 3/8"

SOX 29' - 11" SOY 2' - 10 1/2"

N00 NOTES:

24'-0"

E76

SOX 6' - 1 5/8" SOY 2' - 5 1/8"

24'-0"

E100

E124

CELLAR SCALE:

1/8" = 1'-0"

SL Green Realty 420 Lexington Ave. New York, NY 10170 (212) 594-2700

15 Beekman 15 Beekman St. New York, NY 10038

TITLE EOS PLANS - SUBCELLAR CELLAR

SCALE: As indicated DATE: PROJECT No: 20.102

A-250 .00

ISMAEL LEYVA A R C H I T E C T S,

P. C.

SL GREEN REALITY CORP. Developer

2. PLUMBING DEPRESSION, BOX AND SLEEVE: ALL MEP PENETRATIONS TO BE COORDINATED WITH MEP SHOP DRAWINGS. SEE MEP DRAWINGS FOR ADDITIONAL INFORMATION AND TYPICAL LAYOUTS.

420 Lexington Ave New York, NY 10170 (212) 594-2700 - TEL

3. ELECTRICAL / TELECOM CONDUITS: SEE ELECTRICAL DRAWINGS

MGE

4. CONCRETE PAD: 10" THICK U.O.N. C.M. TO COORDINATE W/MECHANICAL DRAWINGS.

MEP_ FP Engineers 116 West 32nd Street New York, NY 10001 (212) 643-9055 - TEL (212) 643-0503 - FAX

MGE Unified Technologies Corp.

5. SLEEVES FOR PLUMBING STACKS: G.C. TO COORDINATE 2 1/2" MINIMUM CLEAR SPACING BETWEEN SLEEVES w/ CONCRETE REINFORCEMENTS.

IT / Security / AV Engineers 116 West 32nd Street New York, NY 10001

6. STAIRS: SEE STRUCTURAL DRAWINGS AND A700 SERIES FOR EDGE OF SLAB CONDITIONS AND DETAILS AT STAIRS.

(212) 643-9055 - TEL (212) 643-0503 - FAX

7. EMBEDDED FIXTURES: SEE RCP (A600s) AND MEP DRAWINGS FOR ANY EMBEDDED ELECTRICAL FIXTURES AND JUNCTION BOXES. G.C. TO COORDINATE w/ ELECTRICAL SHOP DRAWINGS.

Newline Structures Construction Manager 512 7th Ave. New York, NY 10018

8. SLAB:

E00

E20

E40

E58

E76

E100

E124

E00

E20

E40

E58

E76

E100

(212) 280-3019 - TEL

SLAB DEPRESSION LINE

E124

BUILDING LINE SLAB EDGE LINE

20'-0"

18'-0"

24'-0"

20'-0"

18'-0"

24'-0"

Thornton Tomasetti

24'-0"

Structural Engineer

9. TYP. BATHROOM PLUMBING STACK 1' - 6"

C:\Users\sjain\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_sjain.rvt 2/3/2021 2:16:58 PM

SCALE:

1/8" = 1'-0"

19'-0"

T.O.S. EL. = +54' - 6"

2' - 3"

5' - 8"

10'-0"

12' - 5"

120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936 (973) 994-9220 - TEL (973) 994-2539 - FAX

2' - 0"

N63

13. FLOOR-MOUNTED ELECTRICAL OUTLET

24"x 36"

30"x 36"

11 26"x 36"

20'-0"

16 26"x 36"

N34

SOX 62' - 7 5/8" SOY 34' - 9"

25 16"x 18"

SOX 62' - 2 7/8" SOY 4' - 9 5/8"

23 24"x 18" SOX 37' - 0 3/8" SOY 3' - 1 3/8"

SOX 79' - 5 5/8" SOY 17' - 10 1/2"

SOX 92' - 5 5/8" SOY 17' - 10 1/2" SOX 98' - 0 3/8" SOY 17' - 7"

SOX 41' - 1 5/8" SOY 24' - 7"

SOX 24' - 8 3/4" SOY 2' - 3 1/2"

12' - 4"

STAIR CORE

2' - 3"

E100

SOX 6' - 7 5/8" SOY 22' - 4"

2' - 2"

20 SOX 62' - 2 7/8" SOY 4' - 9 5/8"

20'-0"

E00

N20

36"x 18"

24"x 18" SOX 37' - 0 3/8" SOY 3' - 1 3/8"

E124

29'-0"

ELEVATOR SHAFT

15 24"x 24"

N00

24'-0"

N34

SOX 8' - 1 5/8" SOY 31' - 7"

ELEVATOR SHAFT

SOX 110' - 8 1/8" SOY 5' - 9 1/8"

N00

SOY 38' - 7 1/8"

29' - 0"

SOX 75' - 9 3/8" SOY 16' - 2"

SOX 122' - 4 5/8" SOY 6' - 10"

SOX 6' - 7 5/8" SOY 2' - 2 1/4"

SOX 9' - 8 1/4" SOY 38' - 11"

SOX 38' - 7 5/8" SOY 22' - 4"

SOX 64' - 4 1/8" SOY 17' - 7"

SOX 78' - 1 5/8" SOY 17' - 10 1/2"

SOX 91' - 9 5/8" SOY 17' - 10 1/2"

SOX 6' - 1 5/8" SOY 0' - 4 1/2"

24'-0"

E76

1 18"x 24"

1' - 6" SOX 16' - 9 5/8" 1' - 6"

O.D. R.D.

20 36"x 36"

1' - 10"

2' - 2"

2' - 6"

1' - 0"

SOX 40' - 6 7/8" SOY 35' - 2 3/4"

2' - 7 3/4"

SOX 22' - 9 3/4" SOY 9' - 3 1/2"

10' - 1 1/4"

SOX 112' - 8 1/8" SOY 10' - 7 3/4"

20'-0"

12' - 8 1/4"

20'-0"

2' - 10" 8"

T.O.S. EL = +35' - 0"

18'-0"

E58

2' - 6" 1' - 8" SOX 24' - 4 5/8" SOX 35' - 1 5/8" SOY 38' - 10" SOY 38' - 7 3/4" SOX 30' 4 3/4" SOX 33' - 4 3/4" SOY 39' - 11 1/2" SOY 39' - 11 1/2" SOX 26' - 0 5/8" SOY 38' - 10"

98"L x 20"W x 4"D PIT

11' - 3 3/4"

STAIR CORE

15 24"x 24"

18'-0"

E40

SOX 109' - 4 1/8" SOY 18' - 1"

SOX 23' - 5 3/8" SOY 14' - 3 1/2"

5' - 0"

T.O.S. EL = +36' - 5"

CONC CURB

2' - 0"

T.O.S. EL. = +54' - 6" T.O.S. EL. = +53' - 9 1/2"

N20

1' - 10"

14'-0"

T.O.S. EL. = +54' - 6"

5' - 0"

T.O.S. EL = +35' - 8 1/2"

SOX 78' - 1 5/8" SOY 4' - 6 3/8"

SOX 86' - 9 5/8" SOY 34' - 9"

8 1/2" SLAB DEPRESSION FOR WALK-IN

N40

T.O.S. EL. = +54' - 6"

20'-0"

SOX 36' - 9 1/2" SOY 14' - 3 1/2"

SOX 39' - 7 1/2" SOY 14' - 3 1/2"

SOX 76' - 0 5/8" SOY 11' - 4 1/2"

T.O.S. EL. = +54' - 6"

7 24"x 36"

SOX 18' - 4 5/8" SOY 42' - 10"

2' - 5"

3' - 9"

ELEVATOR SHAFT

N20

T.O.S. EL = +35' - 0"

2' - 5"

SOX 75' - 9 3/8" SOY 16' - 7"

2' - 3"

SOX 38' - 7 5/8" SOY 22' - 4"

SOX 67' - 7 5/8" SOY 17' - 5"

T.O.S. EL. = +53' - 9 1/2"

9' - 5"

1' - 4"

SOX 39' - 11 5/8" SOY 41' - 4"

T.O.S. EL. = +54' - 6"

11' - 6"

SOX 24' - 4 5/8" SOY 42' - 10"

NO DATE REV ISSUE 100% CD ISSUANCE 1 01/29/2021 2 3 4 5 6 7 8 9

ELEVATOR SHAFT

2' - 8"

2 18"x 30"

9' - 5"

1' - 4"

SOX 121' - 7 5/8" SOY 39' - 2"

SOX 109' - 8 3/4" SOY 37' - 9"

N34 14'-0"

ELEVATOR SHAFT

SOX 57' - 7 5/8" SOY 56' - 9"

SOX 86' - 7 5/8" SOY 56' - 9"

26' - 4"

3 18"x 30"

5' - 0"

T.O.S. EL. = +35' - 0"

98"L x 20"W x 4"D PIT

T.O.S. EL. =+36'-10"

1ST FLOOR

Vertical Transportation Engineers

11. PROVIDE STEEL EMBED FOR TERRACE DIVIDER. SEE A200 SERIES FOR DIVIDER TYPE.

N73

SOX 8' - 1 5/8" SOY 69' - 2"

O.D. R.D.

SOX 8' - 1 5/8" SOY 31' - 7"

T.O.S. EL = +35' - 0"

N00

Van Deusen Associates

10. TYP. HEAT PUMP PLUMBING

T.O.S. EL = +54' - 6"

7' - 9"

T.O.S. EL = +35' - 0"

4' - 9"

12' - 4"

SOX 110' - 8 1/8" SOY 5' - 9 1/8"

E20

(212) 479-5400 - TEL (212) 479-5444 - FAX

SOX 29' - 0 5/8" SOY 69' - 2"

SOX 121' - 2" SOY 59' - 5 1/2"

N40

1' - 6"

SOX 122' - 4 5/8" SOY 6' - 10"

E00

STAIR CORE

SOX 20' - 0 5/8" SOY 70' - 8"

SOX 27' - 0 5/8" SOY 70' - 8"

5' - 8"

3' - 0"

2' - 2"

2' - 6" 1' - 8" SOX 24' - 4 5/8" SOY 38' - 10" SOX 30' - 4 3/4" SOY 39' - 11 1/2" SOX 26' - 0 5/8" SOY 38' - 10"

SOX 33' - 4 3/4" SOY 39' - 11 1/2"

N34

SOX 78' - 1 5/8" SOY 17' - 10 1/2"

1 18"x 24"

20'-0"

SOX 39' - 11 5/8" SOY 70' - 8"

6' - 5 3/4"

8 1/2" SLAB DEPRESSION FOR WALK-IN

4' - 10"

SOX 92' - 5 5/8" SOY 17' - 10 1/2"

STAIR CORE

N83

5' - 0"

21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001

12. 2'-0" X 2'-0" X 2'-0" SUMP PIT WITH GRATING

4' - 2"

2' - 0" SOX 39' - 11 5/8"SOX 35' - 1 5/8" SOY 38' 7 3/4" SOY 41' - 4"

SOX 9' - 8 1/4" SOY 38' - 11"

SOX 62' - 5 5/8" SOY 34' - 9"

T.O.S. EL. = +37' - 4"

11' - 0"

10' - 1 1/4"

CONC. CURB

20'-0"

T.O.S. EL = +38' - 5"

Geotechnical Consultants

T.O.S. EL. = +54' - 6"

T.O.S. EL. = +53' - 9 1/2"

4' - 9"

N40

16 30"x 36"

SOX 86' - 7 5/8" SOY 34' - 9"

10' - 4 3/4"

Langan

HEAT PUMP, SEE MEP DRAWINGS

COLUMN, IF APPLICABLE SEE STRUCTURAL DRAWINGS

SOX 18' - 4 5/8" SOY 83' - 1"

5' - 9"

SOX 109' - 8 3/4" SOY 56' - 9"

9' - 5"

2' - 6"

T.O.S. EL. = +34' - 3 1/2"

2' - 8"1/2"

N20

SOX 7' - 7 5/8" SOY 84' - 11 3/4"

8 1/2" SLAB DEPRESSION FOR WALK-IN

T.O.S. EL. = +54' - 6"

266 Merrick Rd #310 Lynbrook, NY 11563 (516) 791-2600 - TEL

SOX 6' - 7 5/8" SOY 89' - 7"

SOX 17' - 6 5/8" SOY 69' - 2"

SOX 110' - 8 1/8" SOY 18' - 1" SOX 98' - 11 3/8" SOY 17' - 7"

Demolition

18"x 18"

SOX 18' - 4 5/8" SOY 89' - 7"

T.O.S. EL. = +54' - 6"

11' - 6"

1' - 4"

11 30"x 36"

T.O.S. EL. = +35' - 0"

SOX 110' - 8 1/8" SOY 18' - 1"

SLAB DEPRESSION

Howard I Shapiro & Associates

2' - 0"

10'-0"

N63

SOX 106' - 10 3/4" SOY 66' - 6"

ELEVATOR SHAFT

1' - 4"

T.O.S. EL. = +37' - 4"

T.O.S. EL. = +38' - 5"

N73

SOX 35' - 1 5/8" SOY 40' - 4"

T.O.S. EL. = +35' - 0"

20'-0"

9' - 5"

T.O.S. EL. = +34' - 3 1/2"

T.O.S. EL. =+39'-5"

18 26"x 36"

SOX 86' - 10 5/8" SOY 86' - 9"

11' - 0"

T.O.S. EL. =

T.O.S. EL. = +37' - 4"

13 24"x 36"

T.O.S. EL. = +54' - 6"

T.O.S. EL. = +35' - 0"

T.O.S. EL. = +38' - 5"

SOX 98' - 7 3/4" SOY 85' - 9"

8' - 3"

T.O.S. EL. = +54' - 6"

24"x 36"

BATHTUB

NOTE: LAYOUT VARIES ACCORDING TO ADJACENT BATH AND KITCHEN CONFIGURATIONS

23'-0"

T.O.S. EL. = +35' - 0"

SOX 121' - 7 5/8" SOY 39' - 2"

ELEVATOR SHAFT

SOX 57' - 4 5/8" SOY 56' - 8 1/2"

SOX 86' - 4 5/8" SOY 56' - 8 3/4"

+34' - 3 1/2" 8 1/2" SLAB DEPRESSION FOR WALK-IN SOX 109' - 8 3/4" SOY 37' - 9"

LAVATORY

1' - 3 1/2"

(212) 532-2211 - TEL (212) 481-6108 - FAX

36"x 36"

1' - 0"

2 18"x 30"

SOX 109' - 8 3/4" SOY 56' - 9"

T.O.S. EL. = + 34' - 3 1/2"

CONC. CURB

T.O.S. EL. = +34' - 3 1/2"

N73

T.O.S. EL = +35' - 0"

9 18"x 36"

N83

29'-0"

12 36"x 36"

T.O.S. EL. = +34' - 3 1/2"

N83

SOX 8' - 1 5/8" SOY 69' - 2"

EQ 1' - 7"

10'-0"

SOX 28' - 6 5/8" SOY 70' - 8"

26' - 4"

8 24"x 36"

T.O.S. EL. = +35' - 0"

4 18"x 30"

SOX 107' - 11 3/4" SOY 86' - 7"

N63

18"x 30"

SOX 57' - 9 5/8" SOY 86' - 9"

STAIR CORE

SOX 121' - 2" SOY 59' - 5 1/2"

23'-0"

STAIR CORE

SOX 17' - 6 5/8" SOY 69' - 2"

T.O.S. EL. =+38'-10 3/4"

T.O.S. EL. = +34' - 3 1/2"

10'-0"

SOX 39' - 11 5/8" SOY 70' - 8"

SOX 120' - 5 3/4" SOY 89' - 6 7/8"

SOX 6' - 7 5/8" SOY 89' - 7"

SOX 7' - 7 5/8" SOY 81' - 11 3/4"

N96

T.O.S. EL. = +54' - 6"

N73

5' - 0"

N96

13' - 7"

11' - 3 3/4"

10'-0"

N83

N40

SOX 7' - 7 5/8" SOY 88' - 8"

SOX 16' - 11 5/8" SOY 83' - 8" 4' - 4"

SOX 57' - 7 5/8" SOY 86' - 7" T.O.S. EL = +35' - 0"

N63

N96

13'-0"

SOX 18' - 10 5/8" SOY 88' - 8"

22 30"x 24"

10'-0"

SOX 86' - 7 5/8" SOY 86' - 7 1/8"

SOX 107' - 10 3/4" SOY 86' - 7"

28 18"x 18"

CONC CURB

18 30"x 36"

10'-0"

3' - 7"

22 30"x 24"

T.O.S. EL. =+37'-0 3/4"

13 30"x 36"

9 20"x 36"

SOX 27' - 0 3/4" SOY 100' - 1 7/8"

24"x 18"

20'-0"

13'-0"

4 18"x 30"

14 24"x 18"

SOX 8' - 6 7/8" SOY 96' - 5 7/8"

13'-0"

SOX 120' - 5 3/4" SOY 89' - 6 7/8"

T.O.S. EL. =+36'-3 3/4"

1' - 6"

SOX 6' - 7 5/8" SOY 98' - 7 1/8"

10'-0"

T.O.S. EL. =+38'-7 3/4"

24"x 18"

SOX 57' - 10 5/8" SOY 102' - 9 1/8"

SOX 6' - 7 5/8" SOY 98' - 7 1/8" 3' - 11 1/8"

T.O.S. EL. =+37'-10 3/4"

CONC CURB

1' - 9 3/4"

N96

CONC CURB

6' - 5 1/8"

T.O.S. EL. =+38'-7 3/4"

T.O.S. EL. =+36'-9 3/4"

24"x 18"

13'-0"

14 24"x 18"

SOX 27' - 0 3/4" SOY 100' - 1 7/8"

19'-0"

T.O.S. EL. =+35'-8 3/4"

19'-0"

SOX 57' - 10 5/8" SOY 102' - 9 1/8"

TOILET

SOX 87' - 0 1/8" SOY 105' - 2 3/4"

1' - 8 1/4"

10 24"x 18"

SOX 107' - 8 3/4" SOY 106' - 11 3/4"

3' - 3"

19'-0"

SOX 87' - 0 1/8" SOY 105' - 2 3/4"

1' - 9"

2' - 10 3/4"

SOX 107' - 8 3/4" SOY 106' - 11 3/4"

51 Madison Ave. New York, NY 10001

1' - 4"

PLUMBING SLOT

1' - 0"

2' - 3"

N111

1' - 9"6"

N111

20'-0"

E20

18'-0"

E40

18'-0"

E58

SOX 24' - 8 3/4" SOY 2' - 3 1/2"

24'-0"

E76

N00

CONC CURB

NOTES:

24'-0"

E100

E124

2ND FLOOR SCALE:

1/8" = 1'-0"

SL Green Realty 420 Lexington Ave. New York, NY 10170 (212) 594-2700

15 Beekman 15 Beekman St. New York, NY 10038

TITLE EOS PLANS - 1ST - 2ND FLR

SCALE: As indicated DATE: PROJECT No: 20.102

A-251.00

E.O.S. GENERAL NOTES:

ISMAEL LEYVA

A R C H I T E C T S,

P. C.

SL GREEN REALITY CORP. Developer

2. PLUMBING DEPRESSION, BOX AND SLEEVE: ALL MEP PENETRATIONS TO BE COORDINATED WITH MEP SHOP DRAWINGS. SEE MEP DRAWINGS FOR ADDITIONAL INFORMATION AND TYPICAL LAYOUTS.

420 Lexington Ave New York, NY 10170 (212) 594-2700 - TEL

3. ELECTRICAL / TELECOM CONDUITS: SEE ELECTRICAL DRAWINGS

MGE

4. CONCRETE PAD: 10" THICK U.O.N. C.M. TO COORDINATE W/MECHANICAL DRAWINGS.

MEP_ FP Engineers 116 West 32nd Street New York, NY 10001 (212) 643-9055 - TEL (212) 643-0503 - FAX

MGE Unified Technologies Corp.

5. SLEEVES FOR PLUMBING STACKS: G.C. TO COORDINATE 2 1/2" MINIMUM CLEAR SPACING BETWEEN SLEEVES w/ CONCRETE REINFORCEMENTS.

IT / Security / AV Engineers 116 West 32nd Street New York, NY 10001

6. STAIRS: SEE STRUCTURAL DRAWINGS AND A700 SERIES FOR EDGE OF SLAB CONDITIONS AND DETAILS AT STAIRS.

(212) 643-9055 - TEL (212) 643-0503 - FAX

7. EMBEDDED FIXTURES: SEE RCP (A600s) AND MEP DRAWINGS FOR ANY EMBEDDED ELECTRICAL FIXTURES AND JUNCTION BOXES. G.C. TO COORDINATE w/ ELECTRICAL SHOP DRAWINGS.

Newline Structures Construction Manager 512 7th Ave. New York, NY 10018

8. SLAB:

E00

E20

E40

E58

E76

E100

E124

E00

E20

E40

E58

E76

E100

(212) 280-3019 - TEL

SLAB DEPRESSION LINE

E124

BUILDING LINE SLAB EDGE LINE

20'-0"

18'-0"

24'-0"

20'-0"

18'-0"

24'-0"

Thornton Tomasetti

24'-0"

Structural Engineer

9. TYP. BATHROOM PLUMBING STACK 1' - 6"

2' - 3"

1' - 9"

51 Madison Ave. New York, NY 10001

1' - 4"

19'-0"

TOILET EQ 1' - 7"

LAVATORY

N96

BATHTUB

N96

36"x 18"

18"x 18"

SLAB DEPRESSION

(516) 791-2600 - TEL

Langan

HEAT PUMP, SEE MEP DRAWINGS

Geotechnical Consultants

SOX 98' - 10 1/8" SOX 95' - 6 5/8" SOY 59' - 5 1/4" SOY 59' - 5"

SOX 111' - 0 1/8" SOY 59' - 8"

SOX 8' - 1 5/8" SOY 55' - 7 3/4"

8 16"x 36"

12 16"x 30"

20'-0"

SOX 11' - 2 1/4" SOY 38' - 11"

14'-0"

7' - 9"

N34

SOX 9' - 4 5/8" SOY 33' - 2 3/8" SOX 8' - 1 5/8" SOY 31' - 7"

29' - 0"

ELEVATOR SHAFT

1' - 2"

T.O.S. EL. = +326' -9"

36"x 16"

29'-0"

1' - 8" 1' - 6" 10" 1' - 4"

SOX 38' - 7 5/8" SOY 42' - 10" SOX 61' - 11" SOY 42' - 7"

SOX 8' - 1 5/8" SOY 40' - 0"

2' - 4" 1' - 10"SOX 22' - 11 5/8" SOX 13' - 5 5/8" SOY 38' - 9" SOY 38' - 7"

SOX 64' - 11" SOY 35' - 7"

SOX 86' - 9 5/8" SOY 35' - 2"

2' - 0"

10'-0"

1' - 8"

13' - 1 1/2"

2' - 2"

T.O.S. EL. = +327' - 7"

16"x 36" SOX 9' - 5 1/4" SOY 36' - 8 1/8"

SOX 73' - 8 5/8" SOY 46' - 4 1/2"

STAIR CORE

1' - 2"

SOX 37' - 1 5/8" SOY 31' - 7"

CONC CURB

SOX 24' - 9 5/8" SOY 38' - 7"

SOX 11' - 2 1/4" SOY 38' - 11"

SOX 9' - 5 1/4" SOY 36' - 8 1/8"

N34

SOX 9' - 4 5/8" SOY 33' - 2 3/8" SOX 8' - 10 5/8" SOY 32' - 1"

29' - 0" 7' - 9"

SOX 24' - 9 5/8" SOY 38' - 7"

SOX 37' - 1 5/8" SOY 31' - 7"

4' - 1"

36"x 16"

T.O.S. EL. = +326' -9"

SOX 86' - 9 5/8" SOY 35' - 7"

7' - 10"

SOX 36' - 7 1/8" SOY 44' - 7 1/4"

13. FLOOR-MOUNTED ELECTRICAL OUTLET

NO DATE REV ISSUE 100% CD ISSUANCE 1 01/29/2021 2 3 4 5 6 7 8 9

SOX 23' - 9 5/8" SOY 57' - 1"

SOX 36' - 7 1/8" SOY 46' - 2"

2' - 0"

14'-0"

2' - 4" 1' - 10"SOX 22' - 11 5/8" SOX 13' - 5 5/8" SOY 38' - 9" SOY 38' - 7"

36"x 16"

T.O.S. EL. = +327' - 7"

1' - 4"

SOX 111' - 0 1/8" SOY 38' - 6 7/8"

N40

SOX 8' - 1 5/8" SOY 40' - 0"

SOX 8' - 1 5/8" SOY 55' - 7 3/4"

SOX 15' - 11 5/8" SOY 55' - 0"

12' - 2"

29'-0"

13' - 0"

12' - 9 3/4"

SOX 81' - 6 5/8" SOY 48' - 3 1/8" SOX 77' - 9 5/8" SOY 47' - 3 1/4"

10"

1' - 8" 1' - 6"

16"x 36"

3' - 9"

20'-0"

1' - 2" 2' - 2"

SOX 61' - 11" SOY 42' - 7"

120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936

SOX 11' - 9 5/8" SOY 55' - 7 3/4"

T.O.S. EL = +327' - 7"

SOX 22' - 10 5/8" SOY 42' - 10"

2' - 6"

N40

SOX 38' - 7 5/8" SOY 42' - 10"

SOX 34' - 3 5/8" SOY 42' - 10"

2' - 9"

16 36"x 16"

1' - 2" 1' - 8" 1' - 2"

SOX 36' - 7 1/8" SOY 46' - 2" SOX 36' - 7 1/8" SOY 44' - 7 1/4"

STAIR CORE

23'-0"

SOX 81' - 6 5/8" SOY 52' - 11 1/8"

STAIR CORE

Vertical Transportation Engineers

(973) 994-9220 - TEL (973) 994-2539 - FAX

N63 SOX 24' - 5" SOY 58' - 7"

29 16"x 36"

SOX 57' - 10 5/8" SOY 57' - 8"

SOX 87' - 2 5/8" SOY 57' - 2" 7' - 10"

SOX 111' - 0 1/8" SOY 38' - 6 7/8"

10"

17 24"x 24"

SOX 16' - 2 5/8" SOY 69' - 2"

2' - 6"

SOX 15' - 11 5/8" SOY 55' - 10"

SOX 36' - 1 5/8" SOY 59' - 6"

SOX 48' - 2 7/8" SOY 59' - 4 1/8" 2' - 11 1/4"

SOX 57' - 10 5/8" SOY 57' - 8"

SOX 87' - 2 5/8" SOY 57' - 2"

SOX 73' - 8 5/8" SOY 59' - 6"

SOX 81' - 6 5/8" SOY 59' - 6"

1' - 10" 1' - 8"

1' - 6"

1' - 8"

10"

10'-0"

N63

2' - 8"

3' - 6"

3' - 0" 1' - 0"

2' - 11 1/4"

Van Deusen Associates

10. TYP. HEAT PUMP PLUMBING 11. PROVIDE STEEL EMBED FOR TERRACE DIVIDER. SEE A200 SERIES FOR DIVIDER TYPE.

N73

SOX 6' - 7 5/8" SOY 70' - 8"

SOX 29' - 7 1/8" SOY 67' - 3 1/4"

SOX 44' - 3 1/8" SOY 66' - 4"

2' - 9"

SOX 73' - 8 5/8" SOY 55' - 4 3/4"

N63

SOX 36' - 1 5/8" SOY 59' - 6"

29 36" x 16"

21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001 (212) 479-5400 - TEL (212) 479-5444 - FAX

COLUMN, IF APPLICABLE SEE STRUCTURAL DRAWINGS

1' - 8" 1' - 2"

12 16"x 30"

SOX 65' - 7 1/8" SOY 66' - 11"

1' - 2"

8 16"x 36"

17 24"x 24"

3' - 10"

1' - 0"

SOX 93' - 6 5/8" SOY 59' - 2 1/2"

SOX 77' - 5 5/8" SOY 55' - 4 3/4"

SOX 16' - 2 5/8" SOY 69' - 2"

SOX 87' - 0 1/8" SOX 82' - 5 1/8" SOY 66' - 4" SOY 66' - 6 3/4"

1' - 10"

SOX 48' - 2 7/8" SOY 59' - 4 1/8" 1' - 2"

SOX 90' - 6 1/8" SOY 59' - 2 1/2" 2' - 9" 1' - 0"

1' - 8"

2' - 8"

N73 1' - 2"

N73

SOX 16' - 2 5/8" SOY 70' - 8"

10"

4' - 0 1/2"

SOX 29' - 7 1/8" SOY 67' - 3 1/4"

SOX 44' - 3 1/8" SOY 66' - 4"

1' - 2"

10" SOX 111' - 0 1/8" SOY 59' - 8"

1' - 1"

N63

3' - 6"

SOX 63' - 9 5/8" SOY 76' - 4"

266 Merrick Rd #310 Lynbrook, NY 11563

12. 2'-0" X 2'-0" X 2'-0" SUMP PIT WITH GRATING SOX 6' - 7 5/8" SOY 70' - 8"

1' - 6" SOX 65' - 7 1/8" SOY 66' - 11" 1' - 6"

10'-0"

3' - 10"

27 18"x 18"

N83

10'-0"

SOX 16' - 2 5/8" SOY 70' - 8"

N73 SOX 82' - 5 1/8" SOY 66' - 6 3/4"

21 36"x 18"

SOX 11' - 5 5/8" SOY 72' - 1 7/8"

10"

SOX 87' - 0 1/8" SOY 66' - 4"

18 20" x 38"

10'-0"

1' - 8"

SOX 63' - 9 5/8" SOY 76' - 4"

13 36"x 18"

9 18" x 48"

SOX 6' - 7 5/8" SOY 89' - 3"

SOX 28' - 4 5/8" SOY 89' - 3"

SOX 58' - 0 5/8" SOY 89' - 3"

N83

10'-0"

N83 10'-0"

N83

SOX 86' - 11 1/8" SOY 89' - 3"

SOX 109' - 6 1/8" SOY 89' - 3"

13'-0"

18 20" x 38"

SOX 6' - 7 5/8" SOY 89' - 3"

10'-0"

13 36"x 18"

9 18" x 48"

SOX 28' - 4 5/8" SOY 89' - 3"

13'-0"

SOX 58' - 0 5/8" SOY 89' - 3"

13'-0"

SOX 86' - 11 1/8" SOY 89' - 3"

SOX 109' - 6 1/8" SOY 89' - 3"

Howard I Shapiro & Associates

1' - 3 1/2"

N96

(212) 532-2211 - TEL (212) 481-6108 - FAX

Demolition

1' - 6"

NOTE: LAYOUT VARIES ACCORDING TO ADJACENT BATH AND KITCHEN CONFIGURATIONS

N96

PLUMBING SLOT

1' - 0"

2' - 3"

N111

1' - 9"6"

N111

ELEVATOR SHAFT

T.O.S. EL = +326' - 9"

N20

20'-0"

N20

SOX 6' - 7 5/8" SOY 22' - 4"

SOX 38' - 7 1/8" SOY 22' - 4"

20'-0"

N20

SOX 6' - 7 5/8" SOY 22' - 4"

SOX 38' - 7 1/8" SOY 22' - 4"

CONC CURB

N00

N00 NOTES:

20'-0"

E00

2/3/2021 2:17:02 PM

C:\Users\sjain\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_sjain.rvt

25TH FLOOR SCALE:

1/8" = 1'-0"

20'-0"

E20

18'-0"

E40

18'-0"

E58

24'-0"

E76

24'-0"

E100

20'-0"

E124

E00

20'-0"

E20

18'-0"

E40

18'-0"

E58

24'-0"

E76

24'-0"

E100

E124

24TH FLOOR SCALE:

1/8" = 1'-0"

SL Green Realty 420 Lexington Ave. New York, NY 10170 (212) 594-2700

15 Beekman 15 Beekman St. New York, NY 10038

TITLE EOS PLANS - 24TH - 25TH FLR

SCALE: As indicated DATE: PROJECT No: 20.102

A-259.00

E.O.S. GENERAL NOTES:

ISMAEL LEYVA

A R C H I T E C T S,

P. C.

SL GREEN REALITY CORP. Developer

2. PLUMBING DEPRESSION, BOX AND SLEEVE: ALL MEP PENETRATIONS TO BE COORDINATED WITH MEP SHOP DRAWINGS. SEE MEP DRAWINGS FOR ADDITIONAL INFORMATION AND TYPICAL LAYOUTS.

420 Lexington Ave New York, NY 10170 (212) 594-2700 - TEL

3. ELECTRICAL / TELECOM CONDUITS: SEE ELECTRICAL DRAWINGS

MGE

4. CONCRETE PAD: 10" THICK U.O.N. C.M. TO COORDINATE W/MECHANICAL DRAWINGS.

MEP_ FP Engineers 116 West 32nd Street New York, NY 10001 (212) 643-9055 - TEL (212) 643-0503 - FAX

MGE Unified Technologies Corp.

5. SLEEVES FOR PLUMBING STACKS: G.C. TO COORDINATE 2 1/2" MINIMUM CLEAR SPACING BETWEEN SLEEVES w/ CONCRETE REINFORCEMENTS.

IT / Security / AV Engineers 116 West 32nd Street New York, NY 10001

6. STAIRS: SEE STRUCTURAL DRAWINGS AND A700 SERIES FOR EDGE OF SLAB CONDITIONS AND DETAILS AT STAIRS.

(212) 643-9055 - TEL (212) 643-0503 - FAX

7. EMBEDDED FIXTURES: SEE RCP (A600s) AND MEP DRAWINGS FOR ANY EMBEDDED ELECTRICAL FIXTURES AND JUNCTION BOXES. G.C. TO COORDINATE w/ ELECTRICAL SHOP DRAWINGS.

Newline Structures Construction Manager 512 7th Ave. New York, NY 10018

8. SLAB:

E00

E20

E40

E58

E76

E100

E124

E00

E20

E40

E58

E76

E100

(212) 280-3019 - TEL

SLAB DEPRESSION LINE

E124

BUILDING LINE SLAB EDGE LINE

20'-0"

18'-0"

24'-0"

20'-0"

18'-0"

24'-0"

Thornton Tomasetti

24'-0"

Structural Engineer

9. TYP. BATHROOM PLUMBING STACK 1' - 6"

2' - 3"

1' - 9"

51 Madison Ave. New York, NY 10001

1' - 4"

19'-0"

TOILET EQ 1' - 7"

LAVATORY

N96

BATHTUB

N96

27 x 18"

36"x 18"

18"

18 20" x 38"

36"x 18"

9 18" x 48"

SOX 28' - 4 5/8" SOY 89' - 3"

SOX 6' - 7 5/8" SOY 88' - 7"

36"x 18"

18"x 18"

SLAB DEPRESSION

SOX 11' - 5 5/8" SOY 72' - 1 7/8"

Langan

HEAT PUMP, SEE MEP DRAWINGS

Geotechnical Consultants

SOX 22' - 10 5/8" SOY 41' - 4"

36"x 16"

SOX 30' - 4 3/4" SOY 39' - 11 1/2"

N34

SOX 11' - 2 1/4" SOY 38' - 11"

SOX 9' - 5 1/4" SOY 36' - 8 1/8"

N00

N20

N00

10'-0"

2' - 0"

1' - 6"

1' - 1 1/4"

29'-0" 1' - 4"

O.D. R.D.

11' - 10 3/4"

10"

SOX 61' - 11" SOY 42' - 7"

SOX 81' - 0 5/8" SOY 42' - 7"

SOX 8' - 1 5/8" SOY 42' - 10"

SOX 16' - 5 5/8" SOY 42' - 10"

SOX 24' - 9 5/8" SOY 38' - 7"

SOX 81' - 0 5/8" SOY 35' - 7"

SOX 37' - 1 5/8" SOY 31' - 7"

SOX 11' - 2 1/4" SOY 38' - 11"

SOX 8' - 1 5/8" SOY 40' - 0"

SOX 9' - 5 1/4" SOY 36' - 8 1/8"

N34

T.O.S. EL = +351' - 1"

29' - 0"

ELEVATOR SHAFT

SOX 38' - 7 5/8" SOY 22' - 4"

SOX 6' - 7 5/8" SOY 22' - 4"

20'-0"

N20

20'-0"

11 36"x 16"

SOX 22' - 5 5/8" SOY 42' - 10"

1' - 8" 1' - 6" SOX 22' - 11 5/8" SOX 13' - 5 5/8" 2' - 4" 1' - 10"SOY 38' - 7" SOY 38' - 9" SOX 86' - 9 5/8" SOY 35' - 7"

14'-0"

N20

SOX 6' - 7 5/8" SOY 22' - 4"

SOX 38' - 7 5/8" SOY 22' - 4"

7 16"x 36"

N34

SOX 33' - 4 3/4" SOY 39' - 11 1/2"

20'-0"

SOX 86' - 9 5/8" SOY 35' - 7"

1' - 8" 1' - 6" SOX 13' - 5 5/8" SOY 38' - 9"

SOX 38' - 7 5/8" SOY 42' - 10"

13. FLOOR-MOUNTED ELECTRICAL OUTLET

14'-0"

16"x 36"

N40

SOX 8' - 1 5/8" SOY 40' - 3 5/8"

16 36"x 16"

4' - 1"

STAIR CORE

2' - 0"

N20

20'-0"

SOX 16' - 2 5/8" SOY 41' - 4"

SOX 111' - 0 1/8" SOY 38' - 6 7/8"

T.O.S. EL = +351' - 1"

7' - 9"

N40

SOX 77' - 1 5/8" SOY 43' - 3"

2' - 2"

SOX 81' - 6 5/8" SOY 43' - 3" 2' - 6"

N40

SOX 77' - 9 5/8" SOY 43' - 3"

120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936

NO DATE REV ISSUE 100% CD ISSUANCE 1 01/29/2021 2 3 4 5 6 7 8 9

SOX 8' - 2" SOY 54' - 8 3/4"

3' - 9"

SOX 8' - 1 5/8" SOY 42' - 10"

SOX 61' - 11" SOY 42' - 7"

SOX 82' - 2 5/8" SOY 43' - 3"

SOX 15' - 11 5/8" SOY 55' - 10"

36"

2' - 2"

SOX 38' - 7 5/8" SOY 42' - 10"

16 36"x 16" SOX 110' - 11 5/8" SOY 38' - 6 7/8"

STAIR CORE

29 x 16"

17 24"x 24" SOX 57' - 10 5/8" SOY 57' - 8"

29'-0"

O.D. R.D.

STAIR BULKHEAD ROOF

SOX 81' - 6 5/8" SOY 58' - 5"

SOX 8' - 1 5/8" SOY 53' - 11"

14' - 1"

23'-0"

SOX 15' - 11 5/8" SOY 54' - 11"

N63

SOX 36' - 1 5/8" SOY 59' - 6"

8 16"x 36"

36"

SOX 57' - 10 5/8" SOY 57' - 8"

4' - 3"

SOX 77' - 9 5/8" SOY 58' - 5"

SOX 110' - 11 5/8" SOY 59' - 8"

29 x 16"

17 x 24"

24" 5' - 1"

N63

23'-0"

8 16"x 36"

N63

SOX 6' - 7 5/8" SOY 60' - 2"

SOX 17' - 0 5/8" SOY 60' - 2"

20'-0"

4' - 9"

SOX 110' - 11 5/8" SOY 59' - 8"

SOX 23' - 5 5/8" SOY 60' - 2"

2' - 6"

SOX 36' - 1 5/8" SOY 59' - 6"

SOX 20' - 0 5/8" SOY 60' - 2"

Vertical Transportation Engineers

(973) 994-9220 - TEL (973) 994-2539 - FAX

N73

SOX 6' - 7 5/8" SOY 70' - 8"

SOX 16' - 2 5/8" SOY 69' - 2"

2' - 9"

9' - 4"

T.O.S. EL = +351' - 1"

STAIR CORE

T.O.S. EL = +362' - 1"

O.D. R.D.

10'-0"

SOX 72' - 10 5/8" SOY 62' - 1"

N63

1' - 6"

O.D. R.D. SOX 82' - 2 5/8" SOY 62' - 1"

SOX 16' - 2 5/8" SOY 70' - 8"

Van Deusen Associates

10. TYP. HEAT PUMP PLUMBING

12. 2'-0" X 2'-0" X 2'-0" SUMP PIT WITH GRATING 4' - 0 1/2"

MECHANICAL ROOF

O.D. R.D.

10'-0"

OPEN TO SKY

N73

O.D. R.D.

N73

4' - 0 1/2"

21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001 (212) 479-5400 - TEL (212) 479-5444 - FAX

11. PROVIDE STEEL EMBED FOR TERRACE DIVIDER. SEE A200 SERIES FOR DIVIDER TYPE.

SOX 11' - 5 5/8" SOY 72' - 1 7/8"

10'-0"

N73

266 Merrick Rd #310 Lynbrook, NY 11563 (516) 791-2600 - TEL

COLUMN, IF APPLICABLE SEE STRUCTURAL DRAWINGS

N83 10'-0"

N83

10'-0"

N83 10'-0"

N83

SOX 58' - 0 5/8" SOY 89' - 3"

13'-0"

18 20" x 38"

SOX 86' - 11 1/8" SOY 89' - 3"

SOX 109' - 6 1/8" SOY 89' - 3"

10'-0"

SOX 6' - 7 5/8" SOY 88' - 7"

13'-0"

13 36"x 18"

9 18" x 48"

SOX 28' - 4 5/8" SOY 89' - 3"

SOX 58' - 0 5/8" SOY 89' - 3"

13'-0"

SOX 86' - 11 1/8" SOY 89' - 3"

SOX 109' - 6 1/8" SOY 89' - 3"

Howard I Shapiro & Associates

1' - 3 1/2"

N96

(212) 532-2211 - TEL (212) 481-6108 - FAX

Demolition

1' - 6"

NOTE: LAYOUT VARIES ACCORDING TO ADJACENT BATH AND KITCHEN CONFIGURATIONS

N96

PLUMBING SLOT

1' - 0"

2' - 3"

N111

1' - 9"6"

N111

N00 NOTES:

20'-0"

E00

2/3/2021 2:17:02 PM

C:\Users\sjain\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_sjain.rvt

ROOF SCALE:

1/8" = 1'-0"

20'-0"

E20

18'-0"

E40

18'-0"

E58

24'-0"

E76

24'-0"

E100

20'-0"

E124

E00

20'-0"

E20

18'-0"

E40

18'-0"

E58

24'-0"

E76

24'-0"

E100

E124

26TH FLOOR SCALE:

1/8" = 1'-0"

SL Green Realty 420 Lexington Ave. New York, NY 10170 (212) 594-2700

15 Beekman 15 Beekman St. New York, NY 10038

TITLE EOS PLANS - 26TH - ROOF

SCALE: As indicated DATE: PROJECT No: 20.102

A-260.00

1 A-315

(SIM)

ISMAEL LEYVA

A R C H I T E C T S,

A-315

P. C.

FINISH LEGEND KEY STORM RESISTANT LOUVER CS DC-9614 OR APPROVED EQUAL

12'-11"

38'-5"

level 26 351' - 1"

23'-6" 2 FLRS. @ 11'-9"

level 25 339' - 4"

300' - 0"

GL-2B AL-1

ALUMINUM FRAMED GLASS RAILING SYSTEM

(SIM)

A-317

AL-1 300'-0"

AL-1

(212) 594-2700 - TEL

TOWER FLOORS @ 6-11 (CLEAR GLASS)

AL-2

level 23 316' - 10"

116 West 32nd Street New York, NY 10001

1" VE19-2M INSULATING HS/HS (VIRACON)

(212) 643-9055 - TEL (212) 643-0503 - FAX

METAL PANEL LIGHT @ TOWER FLOORS

METAL PANEL LIGHT @ TOWER FLOORS UC106687F DURANAR SUNSTORM MANHATTAN BEIGE PEARL COATINGS (PPG)

AL-2

METAL PANEL DARK @ BAND & WINDOW FRAME UC124848 DURANAR EARTHTONE (PPG)

level 21 297' - 4"

AL-1

level 20 287' - 7"

ALUMINUM CASEMENT WINDOWS. 1" IGU THERMALLY BROKEN SYSTEM

level 18 268' - 1"

level 17 258' - 4" 1

A-409

level 16 248' - 7"

"ALTERNATE" UHPC @ PODIUM FLOORS

IT / Security / AV Engineers 116 West 32nd Street New York, NY 10001 (212) 643-9055 - TEL (212) 643-0503 - FAX

Newline Structures 512 7th Ave. New York, NY 10018 (212) 280-3019 - TEL

Thornton Tomasetti Structural Engineer

51 Madison Ave. New York, NY 10001 (212) 532-2211 - TEL (212) 481-6108 - FAX

Howard I Shapiro & Associates Demolition

TAKTL ROUGH 2 190318B2

266 Merrick Rd #310 Lynbrook, NY 11563

"ALTERNATE" UHPC @ PODIUM FLOORS

(516) 791-2600 - TEL

TAKTL ROUGH 1 200616B1.A5.6 GRAPHITE 40

Langan STONE @ PODIUM WATERCOURSE JET MIST GRANITE HONED

Geotechnical Consultants 21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001 (212) 479-5400 - TEL (212) 479-5444 - FAX

Van Deusen Associates

Vertical Transportation Engineers 120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936

level 17 258' - 4" 2

AL-2

ST-1

97'-6" 10 FLRS. @ 9'-9"

level 18 268' - 1"

ALUMINUM CASEMENT WINDOWS. 1" IGU THERMALLY BROKEN SYSTEM

level 19 277' - 10"

97'-6" 10 FLRS. @ 9'-9"

level 19 277' - 10"

MGE Unified Technologies Corp.

METAL PANEL DARK @ BAND & WINDOW FRAME

*EXTERIOR FINISH METAL PANEL & STONE @ PODIUM LEVELS COLOR TO BE MATCH TOWER METAL PANEL

level 22 307' - 1"

level 20 287' - 7"

MEP_ FP Engineers

TOWER FLOORS @ 13-25 (CLEAR GLASS)

UC124848 DURANAR EARTHTONE (PPG)

AL-1

level 21 297' - 4"

MGE

Construction Manager

AL-2

level 22 307' - 1"

1-1/8" CNE 31-63 INSULATING HS/HS (VIRACON)

UC106687F DURANAR SUNSTORM MANHATTAN BEIGE PEARL COATINGS (PPG)

AL-2

Developer

420 Lexington Ave New York, NY 10170

GL-2B

level 24 327' - 7"

level 23 316' - 10"

GL-2B

SL GREEN REALITY CORP.

STOREFRONT & PODIUM GLASS (CLEAR GLASS)

*EXTERIOR METAL PANEL FINISH @ TOWER LEVELS

10'-9"

level 24 327' - 7"

GL-1

1-1/16" VE19-2M INSULATING HS/HS (VIRACON)

level 26 351' - 1"

level 25 339' - 4"

*GLAZING

GL-2A

11'-0"

Roof 362' - 1"

23'-11"

Bulkhead 375' - 0"

STORM RESISTANT LOUVER CS DC-9614 OR APPROVED EQUAL

11'-0"

Roof 362' - 1"

23'-11"

Bulkhead 375' - 0"

(973) 994-9220 - TEL (973) 994-2539 - FAX

level 16 248' - 7"

level 12 205' - 4"

GL-2A

AL-2

METAL PANEL RAINSCREEN SYSTEM ON TOWER FLOORS WITH 8" DEEP ASSEMBLY WITH STUD BACK UP WALL level 9 163' - 4" 2

A-407

Level 8 149' - 4"

NO 1 2 3 4 5 6 7 8 9

DATE REV ISSUE 06/05/2020 50% DESIGN DEVELOPMENT 06/08/2020 DOB FILING SET 08/17/2020 DOB OBJ. RESPONSE 08/28/2020 100% DESIGN DEVELOPMENT 10/01/2020 DOB OBJ. RESPONSE 11/04/2020 50% CD ISSUANCE 11/24/2020 80% CD ISSUANCE 12/04/2020 DOB OBJ. RESPONSE 01/18/2021 100% CD BACKGROUND 01/29/2021 100% CD ISSUANCE

ALUMINUM CASEMENT WINDOWS. 1" IGU THERMALLY BROKEN SYSTEM

GL-2A AL-1

AL-2

A-319

METAL PANEL RAINSCREEN SYSTEM ON TOWER FLOORS WITH 8" DEEP ASSEMBLY WITH STUD BACK UP WALL

ALUMINUM FRAMED GLASS RAILING SYSTEM

NOTES:

Level 8 149' - 4"

3 A-407

STORM RESISTANT LOUVER CS DC-9614 OR APPROVED EQUAL

ALUMINUM CASEMENT WINDOWS. 1" IGU THERMALLY BROKEN SYSTEM

98'-0" 7 FLRS. @ 14'-0"

level 9 163' - 4"

level 11 191' - 4"

level 10 177' - 4"

98'-0" 7 FLRS. @ 14'-0"

level 10 177' - 4"

level 12 205' - 4"

AL-1

300'-0"

level 11 191' - 4"

STORM RESISTANT LOUVER CS DC-9614 OR APPROVED EQUAL

300'-0"

4 A-408

level 13 219' - 4"

338'-5" PROPOSED BUILDING HEIGHT

A-408

338'-5"

A-408

338'-5" PROPOSED BUILDING HEIGHT

338'-5" BUILDING HEIGHT

level 13 219' - 4"

level 14 229' - 1"

215'-0 3/4"

level 14 229' - 1"

215'-3"

level 15 238' - 10"

229'-9"

level 15 238' - 10"

229'-9"

3 A-409

ALUMINUM FRAMED GLASS RAILING SYSTEM

A-406

STRUCTURALLY GLAZED STOREFRONT SYSTEM level 7 135' - 4"

STRUCTURALLY GLAZED STOREFRONT SYSTEM

level 7 135' - 4"

SPANDREL GLASS WALL 3 A-406

GL-1

85'-0" MAX BASE HEIGHT

level 6 121' - 4"

85'-0" MAX BASE HEIGHT GL-1

2/2/2021 4:17:00 PM

AL-1

AL-2

level 5 104' - 7 1/2"

A-401

A-402

A-403

North Elevation SCALE:

3/32" = 1'-0"

A-404

level 2 54' - 6"

3 A-404

STREET

Avg Curb Height 36' - 7" level 1 35' - 0"

ST-1

P. EL = 36' - 1 1/4"

EX. EL = 37' - 3"

10' - 7 1/2"

Entrance at Nassau BEEKMAN 38' - 6" AL-1

EX. EL = 37' - 5 3/8"

EX. EL = 34' - 8 3/4" 2

West Elevation SCALE:

84'-11 1/2"

84'-9" PROPOSED BASE HEIGHT 1

19'-6"

2 A-403

P. EL = 35' - 0"

(SIM)

GL-1

3 A-401

VENT TERMINATION

2 A-401

STRUCTURALLY GLAZED STOREFRONT SYSTEM

Entrance at Nassau 38' - 6" Avg Curb Height BEEKMAN STREET 36' - 7" level 1 35' - 0"FUEL OIL TANK

66'-10" 4 FLRS. @ 16'-8 1/2"

(SIM)

6" FSP SIAMESE CONNECTION

level 2 54' - 6"

level 3 71' - 2 1/2"

59'-11 1/2"

3/32" = 1'-0"

420 Lexington Ave. New York, NY 10170 (212) 594-2700

GAS METER ROOM VENT LOUVER WITH MINIMUM 50 SQ. IN. FREE AREA 6" SIDEWALL F.A.I (ZURN Z1471-6) 6" F.A.I DN.

PORTION OF ACTIVE LOUVER (REQUIRED 19.3 SQ.FT FREE AREA, 39 SQ.FT PROVIDED) 10'-0" CLEARANCE FROM P.L & SIDEWALK PORTION OF ACTIVE LOUVER (REQUIRED 1.8 SQ.FT FREE AREA, 6 SQ.FT PROVIDED) 10'-0" CLEARANCE FROM P.L & SIDEWALK STRUCTURALLY GLAZED STOREFRONT SYSTEM

15 Beekman 15 Beekman St. New York, NY 10038

TITLE NORTH_WEST ELEVATION

SCALE: 3/32" = 1'-0" DATE: PROJECT No: 20.102

GL-1 ST-1

1' - 7"

A-405

60'-0" MIN BASE HEIGHT

12' - 2" 10' MIN.

A-405

84'-9"

84'-11 1/2"

level 4 87' - 11"

59'-11 1/2"

84'-9" PROPOSED BASE HEIGHT

3 A-405

level 3 71' - 2 1/2"

24x24x12 FUEL OIL RECESSED WALL FILL BOX

SL Green Realty

60'-0" MIN BASE HEIGHT

66'-10" 4 FLRS. @ 16'-8 1/2"

level 4 87' - 11"

84'-9"

C:\Users\cpark\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_cpark.rvt

GL-1

EX. EL = 38' - 4 15/16" EX. EL = 38' - 4 1/16"

A-301 .00

1 A-501

ISMAEL LEYVA A R C H I T E C T S,

P. C.

METAL COPING OVER PARAPET

PROPERTY LINE

420 Lexington Ave New York, NY 10170

3'-4"

2'-6"

Developer

3'-8" 3'-6" MIN

GLASS RAILING SIDE MOUNTED 42"(MIN.) HIGH ABOVE PAVERS

SL GREEN REALITY CORP.

(212) 594-2700 - TEL

AVB MEMBRANE

10"

TERRACE PAVERS ON ADJUSTABLE PEDESTALS AND 7" XPS INSULATION WATERPROOFING MEMBRANE

MEP_ FP Engineers 116 West 32nd Street New York, NY 10001

level 6 121' - 4"

1'-2"

PROPERTY LINE

MGE

level 13 219' - 4"

(212) 643-9055 - TEL (212) 643-0503 - FAX

MGE Unified Technologies Corp. IT / Security / AV Engineers

14'-0"

11"

GLASS

ALUM. COMPOSITE METAL PANEL, AL-2

116 West 32nd Street New York, NY 10001 (212) 643-9055 - TEL (212) 643-0503 - FAX

4 A-500

Newline Structures Construction Manager 512 7th Ave. New York, NY 10018

2 A-501

6" RIGID MINERAL WOOL INSULATION

Structural Engineer

51 Madison Ave. New York, NY 10001

4" CONTINUOUS RIGID INSULATION

9" 2'-6"

(212) 532-2211 - TEL (212) 481-6108 - FAX

Bulkhead 375' - 0"

AVB MEMBRANE 4 /1

1'-6"

14'-9"

CONTINUOUS MINERAL WOOL INSULATION

2'-6"

16'-8 1/2"

ALUM. COMPOSITE METAL PANEL, AL-2

AVB MEMBRANE

ALUM. COMPOSITE METAL PANEL

Howard I Shapiro & Associates Demolition

266 Merrick Rd #310 Lynbrook, NY 11563

ALUM. COMPOSITE METAL PANEL, AL-2

(516) 791-2600 - TEL

level 12 205' - 4"

Langan

Geotechnical Consultants

1'-0"

1'-9"

Thornton Tomasetti

5 A-502

CONTINUOUS MINERAL WOOL INSULATION

level 2 54' - 6"

11"

(212) 280-3019 - TEL

STORM RESISTANT LOUVER CS DC-9614 OR APPROVED EQUAL

21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001 (212) 479-5400 - TEL (212) 479-5444 - FAX

THERMALLY BROKEN ALUMINUM FRAME

METAL PANEL SOFFIT

Van Deusen Associates

Vertical Transportation Engineers 120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936

19'-6"

23'-11"

(973) 994-9220 - TEL (973) 994-2539 - FAX

COLUMN / PIER BEYOND

1'-9" 2'-6"

11" PEDESTRIAN CIRCULATION AREA

STORM RESISTANT LOUVER CS DC-9614 OR APPROVED EQUAL

1 A-502

70'-0"

level 5 104' - 7 1/2"

6" CONTINUOUS MINERAL WOOL INSULATION

ALUM. COMPOSITE METAL PANEL, AL-2

9" level 7 135' - 4"

level 1 35' - 0"

11'-0"

16'-8 1/2"

15'-9 1/2"

1'-4"

Avg Curb Height 36' - 7"

2" BELOW GRADE CONTINUOUS FOUNDATION INSULATION ON DRAINAGE BOARD

THERMALLY BROKEN ALUMINUM FRAME

1'-0"

LINEAR DRAIN

2'-0"

ALUM. COMPOSITE METAL PANEL, AL-2

2'-0"

PUBLIC SIDE WALK

EL = 36' - 4"

level 26 351' - 1"

11'-9"

DRAINAGE BOARD

AVB MEMBRANE

NON-SLIP EXTERIOR FINISH OVER PEDESTRIAN WALKWAY Entrance at Nassau 38' - 6"

1'-0"

COVER BOARD

THERMALLY BROKEN ALUM. FRAME

4" CONTINUOUS RIGID INSULATION

RIGID FOAM INSULATION

6" CONTINUOUS MINERAL WOOL INSULATION

2 A-500

level 25 339' - 4"

SL Green Realty 2'-0"

THERMALLY BROKEN ALUMINUM FRAME

6" RIGID MINERAL WOOL INSULATION

New York, NY 10170 (212) 594-2700

STRUCTURAL SLAB

THERMALLY BROKEN ALUMINUM FRAME

110'-3"

420 Lexington Ave.

109'-6"

Cellar 23' - 0"

ALUM. COMPOSITE METAL PANEL, AL-2

10"

1 A-428

14'-0"

GLASS

4" CONTINUOUS RIGID INSULATION

3'-4"

2'-6"

12'-0"

1'-6"

12'-0"

1'-2"

NOTES:

THERMALLY BROKEN ALUMINUM FRAME

WATERPROOFING MEMBRAINE

C:\Users\cpark\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_cpark.rvt

DATE REV ISSUE 03/27/2020 100% SCHEMATIC DESIGN 06/05/2020 50% DESIGN DEVELOPMENT 08/17/2020 DOB OBJ. RESPONSE 08/28/2020 100% DESIGN DEVELOPMENT 11/04/2020 50% CD ISSUANCE 11/24/2020 80% CD ISSUANCE 12/04/2020 DOB OBJ. RESPONSE 01/18/2021 100% CD BACKGROUND 01/29/2021 100% CD ISSUANCE

4" CONTINUOUS RIGID INSULATION

6 A-500

2/2/2021 4:22:17 PM

NO 1 2 3 4 5 6 7 8 9

11"

FOOTING (SEE STRUCT DWGS)

1'-9" 2'-6"

level 4 87' - 11"

6 A-501

ALUM. COMPOSITE METAL PANEL, AL-2

15 Beekman 15 Beekman St. New York, NY 10038

3 A-500

10"

level 6 121' - 4"

EXTERIOR WALL SECTION NORTH

3'-4"

11 1/4"

2'-6"

TITLE

level 14 229' - 1"

SCALE: 3/4" = 1'-0" DATE: PROJECT No: 20.102

2'-0"

A-315 .00 1

North Ext. Wall Section 1 SCALE:

3/4" = 1'-0"

North Ext. Wall Section 2 SCALE:

3/4" = 1'-0"

North Ext. Wall Section 3 SCALE:

3/4" = 1'-0"

North Ext. Wall Section 4 SCALE:

3/4" = 1'-0"

ISMAEL LEYVA A R C H I T E C T S,

3 A-515

INSULATED 2.5" STUD & GWB FINISH

P. C.

SL GREEN REALITY CORP. Developer

420 Lexington Ave New York, NY 10170 (212) 594-2700 - TEL

METAL COPING SLOPED TO DRAIN; MIN 40 DEGREE SLOPE

Bulkhead 375' - 0"

7" XPS RIGID INSULATION

MEP_ FP Engineers 116 West 32nd Street New York, NY 10001

DRAINAGE MAT

3'-8" 3'-6" min.

MGE

level 13 219' - 4"

(212) 643-9055 - TEL (212) 643-0503 - FAX

ALUM. COMPOSITE METAL PANEL

MGE Unified Technologies Corp. IT / Security / AV Engineers 116 West 32nd Street New York, NY 10001

WATERPROOFING MEMBRANE

(212) 643-9055 - TEL (212) 643-0503 - FAX

5 A-502

level 6 121' - 4"

Newline Structures Construction Manager

11"

2'-1"

level 2 54' - 6"

512 7th Ave. New York, NY 10018 (212) 280-3019 - TEL

23'-11"

Structural Engineer

51 Madison Ave. New York, NY 10001 (212) 532-2211 - TEL (212) 481-6108 - FAX

14'-0"

1'-0"

13'-3"

8 5/8" 9 5/8"

1'-0" 14'-0"

1'-6 1/4"

Thornton Tomasetti

INSULATED BLANK OFF PANEL WITH 3" RIGID INSULATION

Howard I Shapiro & Associates Demolition

266 Merrick Rd #310 Lynbrook, NY 11563 (516) 791-2600 - TEL

PROPERTY LINE

STORM RESISTANT LOUVER CS DC-9614 OR APPROVED EQUAL

3 A-501

16'-8 1/2"

4" CONTINUOUS RIGID INSULATION

21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001

Geotechnical Consultants

AVB MEMBRANE

Van Deusen Associates

Vertical Transportation Engineers

ALUM. COMPOSITE METAL PANEL, AL-2

AVB MEMBRANE

level 26 351' - 1"

1 /4

1'-6"

2" CONTINUOUS RIGID INSULATION

Langan

(212) 479-5400 - TEL (212) 479-5444 - FAX

4" CONTINUOUS RIGID INSULATION

14'-7 1/2"

15'-1"

ADJACENT BUILDING WALL; LOCATION TO BE CONFIRMED

CONTINUOUS MINERAL WOOL INSULATION

STORM RESISTANT LOUVER CS DC-9614 OR APPROVED EQUAL

10" CMU BLOCK

(973) 994-9220 - TEL (973) 994-2539 - FAX

ALUM. COMPOSITE METAL PANEL, AL-2

2'-0"

level 12 205' - 4"

10"

8.5" CONTINUOUS MINERAL WOOL INSULATION

120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936

NO 1 2 3 4 5 6 7 8 9

4" CONTINUOUS MINERAL WOOL INSULATION

70'-0"

ALUM. COMPOSITE METAL PANEL, AL-1

83'-2"

23'-6"

19'-6"

1 A-502

10" CMU BLOCK

DATE REV ISSUE 11/04/2020 50% CD ISSUANCE 11/24/2020 80% CD ISSUANCE 12/04/2020 DOB OBJ. RESPONSE 01/18/2021 100% CD BACKGROUND 01/29/2021 100% CD ISSUANCE

8.5" CONTINUOUS MINERAL WOOL INSULATION

5 7/8" CONTINUOUS MINERAL WOOL INSULATION

SETBACK ROOF (NON-PUBLIC MAINTENANCE ACCESS ONLY)

3'-0"

Avg Curb Height 36' - 7"

AVB MEMBRANE

ALUM. COMPOSITE METAL PANEL, AL-2

2'-0"

1'-0" level 1 35' - 0" WATER STOP

level 7 135' - 4"

1'-0"

BASE TERMINATION AND FLASHING AT METAL CLADDING PANELS PER MANUFACTURER'S INSTRUCTIONS

level 24 327' - 7"

1'-10"

3'-6"

4" CONTINUOUS RIGID INSULATION

6'-4 1/2"

6 A-501

4'-6 1/2"

THERMALLY BROKEN ALUM. FRAME

4'-1 1/2"

Entrance at Nassau 38' - 6"

11"

Street Level Nassau 38' - 6"

level 5 104' - 7 1/2"

3'-6" MIN

1'-0"

2'-0"

NEOPRENE/EPDM ELASTOMERIC BELLOW WITH FOAM BACKER TYP.

1'-6 1/4"

1'-0"

8 5/8" 9 5/8" 4" 2" 6"

PREFORMED METAL COVER/COPING SLOPE MIN 5%

15'-9 1/2"

2'-6"

3'-4"

level 14 229' - 1"

10"

14'-0"

8'-0" (V.I.F.)

COMPACTED BACKFILL GAP BETWEEN EXISTING BELOW GRADE STRUCTURE & NEW FOUNDATION WALL AS REQUIRED

SL Green Realty 420 Lexington Ave. New York, NY 10170 (212) 594-2700

9'-9"

2'-0" 9'-0"

2 A-427

ADJACENT BUILDING WALL; LOCATION TO BE CONFIRMED

7'-1"

12" REINFORCED CONCRETE WALL

14'-0"

12'-0"

13'-5" 12'-0" C:\Users\cpark\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_cpark.rvt

16'-8 1/2"

WATERPROOFING MEMBRAINE

2/2/2021 4:22:36 PM

WATERTIGHT EMSEAL EXPANSION JOINT TO SEAL ALL HORIZONTAL AND VERTICAL GAPS BETWEEN BUILDINGS WITH S.S. COVER PLATE TYP.

98'-6"

2" BELOW GRAD CONTINUOUS RIGID XPS INSULATION

NOTES:

WATER STOP

3'-0"

Cellar 23' - 0"

1'-1 1/2"

level 4 87' - 11"

3" MUD SLAB

15 Beekman 15 Beekman St.

METAL COPING SLOPED TO DRAIN; MIN 40 DEGREE SLOPE

New York, NY 10038

7" XPS RIGID INSULATION DRAINAGE MAT

TITLE EXTERIOR WALL SECTION SOUTH

level 13 219' - 4"

level 6 121' - 4"

4'-0" MAT SUPPORTED ON CAISSONS, ON VAPOR BARRIER OVER COMPACTED FILL (TYP. SEE STRU. DWGS)

INSULATED 2.5" STUD & GWB FINISH

SCALE: 3/4" = 1'-0" DATE: PROJECT No: 20.102

A-317 1

South Ext. Wall Section 1 SCALE:

3/4" = 1'-0"

South Ext. Wall Section 2 SCALE:

3/4" = 1'-0"

South Ext. Wall Section 3 SCALE:

3/4" = 1'-0"

South Ext. Wall Section 4 SCALE:

3/4" = 1'-0"

ISMAEL LEYVA A R C H I T E C T S,

P. C.

SL GREEN REALITY CORP. Developer

420 Lexington Ave New York, NY 10170 (212) 594-2700 - TEL

5'-0"

SPANDREL GLASS

MGE

A-401

6'-8 1/4"

MEP_ FP Engineers

P. EL = 35' - 0"

3'-5 1/2"

116 West 32nd Street New York, NY 10001

2 A-401

6'-8 1/4"

P. EL = 35' - 0"

24x24x12 FUEL OIL RECESSED WALL FILL BOX

5'-0" C6-4

5'-0"

PROPERTY LINE P. EL = 35' - 0"

1'-4 1/2"

C5-5

3'-10 3/4" 5 A-504

(212) 643-9055 - TEL (212) 643-0503 - FAX

FUEL OIL TANK VENT TERMINATION

MGE Unified Technologies Corp. IT / Security / AV Engineers

116 West 32nd Street New York, NY 10001

EX. EL = 34' - 9 3/8"

(212) 643-9055 - TEL (212) 643-0503 - FAX

PROPERTY LINE

T.O.S. EL = +35' - 2"

Newline Structures Construction Manager 512 7th Ave. New York, NY 10018

T.O.S. EL = +35' - 2"

24" x 30"

(212) 280-3019 - TEL

H-3541 E9-3405 H-3541 E9-3405

E9-3426

E9-3408

E1-3541

E9-3405

E9-3426

Thornton Tomasetti

E9-3405

Structural Engineer

E9-3426

E1-3541

E9-3408

E9-3405

E1-3541

18" x 18"

51 Madison Ave. New York, NY 10001

E9-3426 H-3541

E9-3426 E9-3405

(212) 532-2211 - TEL (212) 481-6108 - FAX

A-420

H-3541 E9-3405 E1-3541

E9-3405

E9-3408

E9-3426

Howard I Shapiro & Associates

E9-3426

A-420

Demolition

F.FL.EL = +35' - 2"

E9-3426

266 Merrick Rd #310 Lynbrook, NY 11563

T.O.S. EL = +35' - 0"

(516) 791-2600 - TEL

CANOPY DOWNSPOUT F0a

Langan

Geotechnical Consultants 21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001 (212) 479-5400 - TEL (212) 479-5444 - FAX

Van Deusen Associates

Vertical Transportation Engineers 120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936

(973) 994-9220 - TEL (973) 994-2539 - FAX

ENLARGED PLAN AT MAIN ENTRANCE SCALE:

3/4" = 1'-0"

4 4

3/4-1/2" SEMI-RIGID THK. SHEATING

A-521

3/4-1/2" SEMI-RIGID THK. SHEATING

A-521

4" GUTTER W/ DRAIN @ LEADER SLOPE TO DOWN SPOUT. REFER TO PLUMBING DWGS, FOR LOCATION & SIZE STACK JOINT

METAL PANEL CLADDING WOOD BLOCKING AS REQUIRED

OPEN JOINTED METAL PANEL SYSTEM

EL = 52' - 9"

level 2 54' - 6"

NO 1 2 3 4 5 6 7 8 9

DATE REV ISSUE 03/27/2020 100% SCHEMATIC DESIGN 08/28/2020 100% DESIGN DEVELOPMENT 11/04/2020 50% CD ISSUANCE 11/24/2020 80% CD ISSUANCE 12/04/2020 DOB OBJ. RESPONSE 01/29/2021 100% CD ISSUANCE

11"

2'-6"

1'-7"

9" 2'-6"

2'-6"

EL = 55' - 3"

11 7/8"

11 1/2"

A-401

SUB-FRAMING METAL PANEL SUPPORT SYSTEM

A-401

SUB-FRAMING METAL PANEL SUPPORT SYSTEM

SEMI-RIGID MINERAL WOOL INSULATION STL. PLATE CONNECTION FOR CANOPY CONNECTION

WOOD BLOCKING AS REQUIRED

1'-3"

METAL PANEL CLADDING

SEMI-RIGID MINERAL WOOL INSULATION STL. PLATE CONNECTION FOR CANOPY CONNECTION

E9-3408

E9-3428

H-3541 E9-3405

E9-8489

ALUM. COMPOSITE METAL PANEL. REFER TO RCP'S FOR LOCATION, FINISH

1'-2"

4'-0"

ALUM. COMPOSITE METAL PANEL. REFER TO RCP'S FOR LOCATION, FINISH

3'-5 1/2"

1'-2"

4'-0"

10" STELL TUBE T/STEEL

4" STEEL TUBE T/STEEL

CONTINUOUS MINERAL WOOL INSULATION

FUEL OIL TANK VENT TERMINATION

PROPERTY LINE

3'-7 1/2"

5'-2"

5'-0"

6'-8 1/4"

CONTINUOUS MINERAL WOOL INSULATION

ALUM. COMPOSITE METAL PANEL

CANNOPY ROOF GUTTER SLOPED TO DRAIN

PROPERTY LINE

1 A-503

4" STEEL TUBE T/STEEL

1 A-503

ALUM. COMPOSITE METAL PANEL

METAL PANEL SUPPORT SYSTEM

PROPERTY LINE

METAL PANEL SUPPORT SYSTEM

3'-4 1/4"

11'-11 3/4"

NOTES:

2/2/2021 4:28:04 PM

C:\Users\cpark\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_cpark.rvt

16'-11"

EL = 45' - 0"

1'-10"

1'-9 1/2"

SL Green Realty 24x24x12 FUEL OIL RECESSED WALL FILL BOX

420 Lexington Ave. New York, NY 10170 (212) 594-2700 4 A-503 STOREFRONT SYSTEM AS PER STOREFRONT SPEC.

GRANITE WATERTABLE

8" 7 1/4"

15 Beekman 15 Beekman St.

8" CONC, CURB

New York, NY 10038

4'-3" EL + 35' - 2"

INTERIOR FINISH

EL = 35' - 10"

P. EL = 35' - 0"

EL + 35' - 2"

P. EL = 35' - 0"

F.F.EL + 35' - 2"

1'-5 3/4"

TITLE

2'-8 3/4"

PUBLIC SIDE WALK

level 1 35' - 0"

EX. EL = 35' - 0"

SCALE: 3/4" = 1'-0" DATE: PROJECT No: 20.102

EX. EL = 35' - 0"

10"

EX. EL = 34' - 9 3/8"

ENLARGED ELEVATION & SECTIONS - STOREFRONT NORTH ENTRY @ GROUND FL

A-401 3

ENLARGED ELEVATION AT MAIN ENTRANCE SCALE:

3/4" = 1'-0"

ENLARGED SECTION DETAIL AT MAIN ENTRANCE SCALE:

3/4" = 1'-0"

ENLARGED SECTION DETAIL AT MAIN ENTRANCE - REVOLVING DOOR SCALE:

3/4" = 1'-0"

ISMAEL LEYVA

FIXTURES /DEVICES LEGEND

A R C H I T E C T S,

P. C.

CAMERA - IP,FIXED DOME TYPE

SL GREEN REALITY CORP. CAMERA - IP, 360DG DOME TYPE, RECESSED DOWNLIGHT, SEE LIGHTING SCHEDULE

SCONCE LIGHT, SEE LIGHTING SCHEDULE

116 West 32nd Street New York, NY 10001

SURFACE MTD OR SUSPENDED FLUORESCENT LIGHTING FIXTURE, SEE LIGHTING SCHEDULE

LT-05

11'-11 1/4"

5'-4"

LT-05

8'-11 3/4"

TOP REGISTER

3" CEILING DOWNLIGHT LT-05

3'-6 3/4"

BIKE ROOM

MEP_ FP Engineers

(212) 643-9055 - TEL (212) 643-0503 - FAX

MGE Unified Technologies Corp. IT / Security / AV Engineers 116 West 32nd Street New York, NY 10001 (212) 643-9055 - TEL (212) 643-0503 - FAX

Newline Structures Construction Manager 512 7th Ave. New York, NY 10018 (212) 280-3019 - TEL

Thornton Tomasetti Structural Engineer

SQUARED RECESSED DOWNLIGHT

51 Madison Ave. New York, NY 10001

RECESSED LIGHT

(212) 532-2211 - TEL (212) 481-6108 - FAX

FUEL OIL ROOM 2' x 4' LED RECESSED

LT-05

4'-0"

Howard I Shapiro & Associates Demolition

266 Merrick Rd #310 Lynbrook, NY 11563

LT-05

CEILING REGISTER

1' x 4' SURFACE MOUNTED OR SUSPENDED LIGHT FIXTURE, SEE LIGHTING SCHEDULE

(212) 594-2700 - TEL

MGE

SURFACE MOUNTED LIGHT, SEE LIGHTING SCHEDULE

LT-05

420 Lexington Ave New York, NY 10170

PENDANT LIGHT, SEE LIGHTING SCHEDULE

DOOR ROOM ENTRY LIGHT, SEE LIGHTING SCHEDULE

Developer

2' x 2' LED RECESSED

LT - 10 EM

(516) 791-2600 - TEL

6'-6"

LINEAR COVE LIGHT

Langan 11'-10 1/4"

SCONCE LT-05

LT-05

CANOPY LIGHT

(212) 479-5400 - TEL (212) 479-5444 - FAX

Van Deusen Associates

INT/FA INTERCOM+ FIRE ALARM ANNUNCIATOR, FLUSH MTD. @ 54" AFF.U.O.N.

LT - 10 EM

SM/CO SMOKE/ CARBON MONOXIDE DETECTOR WALL MTD @ 6" BELOW BOTTOM OF SLAB

120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936 (973) 994-9220 - TEL (973) 994-2539 - FAX

TELEPHONE/DATA/CABLE OUTLET@ 18" AFF. U.O.N INTERCOM @ 54" AFF AND ONEWAY FIRE ALARM ANNUNCIATOR @6'-8" A.F.F.,BOTH FLUSH MTD.

LT-05

TELEPHONE OUTLET @ 44" A.F.F.

9'-0 3/4"

WALK IN PIT

21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001

POWER LEGEND:

TERRACE LIGHT

Vertical Transportation Engineers

11'-7 1/4"

SEWAGE EJECTOR ROOM

Geotechnical Consultants

DOORBELL @ 80" AFF. U.O.N.

WALK IN PIT

ELECTRICAL POWER OUTLET FOR DESIGN ONLY, SEE MEP DRAWINGS

NO ACCESS

LT-05

NO DATE REV ISSUE 50% DESIGN DEVELOPMENT 1 06/05/2020 DOB FILING SET 2 06/08/2020 DOB OBJ. RESPONSE 3 08/17/2020 100% DESIGN DEVELOPMENT 4 08/28/2020 11/04/2020 50% CD ISSUANCE 5 11/24/2020 80% CD ISSUANCE 6 DOB OBJ. RESPONSE 7 12/04/2020 01/18/2021 100% CD BACKGROUND 8 01/29/2021 100% CD ISSUANCE 9

SPRINKLER LEGEND:

SIDE WALL MOUNTED

EQ TYP. NOTES.

PENDANT (CEILING OR FLUSH MOUNTED)

LT-02

1. FOR FINISH TYPES, SEE FINISH SCHEDULES 2. NOT USED

3. CEILING @ STAIR & EMR., ELEC. CLOSET AND MECH. RM, TO BE EXPOSED CONCRETE. 4. ALL DUCT OFFSETS TO BE 2HR RATED W/ 3M(OR EQUAL)FIRE MASTER BLANKET.

LT-02

6'-0"

LT-02

10'-0 1/4"

LT-02

6. ALL ACCESS DOOR LOCATIONS FOR PLUMBING SHUT OFF'S MUST BE LOCATED IN THE PUBLIC CORRIDORS ONLY.

LT-02

5'-11 3/4"

DINNING OFFICE

LT-02

7'-9"

BREAK ROOM

5. ALL ACCESS DOOR LOCATIONS MUST BE APPROVED BY THE ARCHITECT DURING FINAL COORDINATION & SIGN OFF.

NOTES:

8. NO PROJECTIONS FROM THE FIRE STANDPIPE SHALL IMPEDE THE PATH OF EGRESS AS SHOWN.

EQ 8'-0"

6'-0" LT-02

LT-02

EQ LT-02

6'-4 1/4"

LT-02

12. PROVIDE DAYLIGHT SENSORS AND TIMERS FOR ALL EXTERIOR LIGHT FIXTURES.

3'-0"

CARBON MONOXIDE DETECTORS:

EQ LT-02

LT-02

PRIVATE DINING STAFF LT-02

EQ EQ

6'-0"

1. EACH DWELLING UNIT SHALL BE EQUIPPED WITH AN APPROVED CARBON MONOXIDE DETECTION DEVICE RECEIVING ITS PRIMARY POWER FROM A HARD WIRE SYSTEM.

SL Green Realty

LT-02

2. SUCH CARBON MONOXIDE DETECTOR SHALL BE EITHER THE IONIZATION CHAMBER TYPE OR THE PHOTOELECTRIC TYPE.

LT - 10 EM

6'-0"

LT-02

LT - 10 EM

6'-0"

LT-02

FACILITIES AND MAINTENANCE

SHARED OFFICE

6'-0"

3'-0"

LT-02

EQ 8'-0"

7'-0"

C:\Users\cpark\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_cpark.rvt

10. LIGHTING FIXTURE LAYOUTS FOR BACK OF HOUSE, STAIR, AND PARKING GARAGE LIGHTING DESIGN SHOWN FOR COORDINATION ONLY. SEE MEP DRAWINGS FOR FINAL DESIGN AND SPECIFICATION. 11. NOT USED

8'-9"

FACILITIES AND MAINTENANCE

2/2/2021 9:33:20 PM

NO ACCESS

WALK IN PIT

LT-02

9. ALL LIGHTS INDICATED AS (O.S) SHALL BE ON OCCUPANCY SENSORS.

EQ EQ

7. SPRINKLERS ARE SUGGESTED FOR DESIGN LAYOUT ONLY, FINAL PER APPROVED SHOP DRAWINGS.

PRIVATE HEALTH LT-02

3. ALL CARBON MONOXIDE DETECTORS MUST BE INSTALLED WITHIN 15 FEET OF THE ENTRANCE TO ANY SLEEPING RM., WALL OR CLG. MTD., AND INDICATED ON PLANS. 4. A CERTIFICATE OF SATISFACTORY INSTALLATION SHALL BE FILED WITH THE DIVISION OF CODE ENFORCEMENT 10 DAYS AFTER THE INSTALLATION IS COMPLETE.

420 Lexington Ave. New York, NY 10170 (212) 594-2700

15 Beekman 15 Beekman St. New York, NY 10038

10"

TITLE

SUB CELLAR 00'-0"

Sub Cellar SCALE:

1/4" = 1'-0"

9'-2"

8'-0"

CELLAR 10'-0"

SUBCELLAR FLOOR REFLECTED CEILING PLAN

SCALE: 1/4" = 1'-0" DATE: PROJECT No: 20.102

A-600 .00

ISMAEL LEYVA

FIXTURES /DEVICES LEGEND

A R C H I T E C T S,

P. C.

CAMERA - IP,FIXED DOME TYPE

SL GREEN REALITY CORP. CAMERA - IP, 360DG DOME TYPE, RECESSED DOWNLIGHT, SEE LIGHTING SCHEDULE

SCONCE LIGHT, SEE LIGHTING SCHEDULE

116 West 32nd Street New York, NY 10001

LT-05

SURFACE MTD OR SUSPENDED FLUORESCENT LIGHTING FIXTURE, SEE LIGHTING SCHEDULE

LT-05

6'-0"

FOOD SERVICE STORAGE ROOM

6'-0"

LT-05

8'-9"

7'-8 1/4"

6'-1 1/2"

ELECTRICAL SERVICE ROOM

3'-11"

LT-05

13'-0"

EQ EQ

12'-2 3/4"

LT-05

5'-11 1/4"

Howard I Shapiro & Associates Demolition

(516) 791-2600 - TEL

Geotechnical Consultants

TERRACE LIGHT

21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001

CANOPY LIGHT

(212) 479-5400 - TEL (212) 479-5444 - FAX

INT/FA INTERCOM+ FIRE ALARM ANNUNCIATOR, FLUSH MTD. @ 54" AFF.U.O.N.

SM/CO SMOKE/ CARBON MONOXIDE DETECTOR WALL MTD @ 6" BELOW BOTTOM OF SLAB

FIRE PUMP ROOM

INTERCOM @ 54" AFF AND ONEWAY FIRE ALARM ANNUNCIATOR @6'-8" A.F.F.,BOTH FLUSH MTD.

EQ WALK IN PIT

LT-05

TELEPHONE OUTLET @ 44" A.F.F.

LT-05

DOORBELL @ 80" AFF. U.O.N. ELECTRICAL POWER OUTLET FOR DESIGN ONLY, SEE MEP DRAWINGS

13'-2" EQ

7'-4 1/4"

EQ 5'-3"

WALK IN PIT

SIDE WALL MOUNTED

TYP. NOTES.

LT-05

1. FOR FINISH TYPES, SEE FINISH SCHEDULES 2. NOT USED

WALK IN PIT

LT-05

3. CEILING @ STAIR & EMR., ELEC. CLOSET AND MECH. RM, TO BE EXPOSED CONCRETE.

LT-05

4. ALL DUCT OFFSETS TO BE 2HR RATED W/ 3M(OR EQUAL)FIRE MASTER BLANKET.

POE ROOM

5. ALL ACCESS DOOR LOCATIONS MUST BE APPROVED BY THE ARCHITECT DURING FINAL COORDINATION & SIGN OFF.

2'-6" LT-05

LT-05

6. ALL ACCESS DOOR LOCATIONS FOR PLUMBING SHUT OFF'S MUST BE LOCATED IN THE PUBLIC CORRIDORS ONLY.

COMPACTOR ROOM

WASTE STORAGE ROOM

LT-05

7. SPRINKLERS ARE SUGGESTED FOR DESIGN LAYOUT ONLY, FINAL PER APPROVED SHOP DRAWINGS.

5'-4 1/2" EQ

LT-05

ARCS ROOM

NOTES:

LT-05

8. NO PROJECTIONS FROM THE FIRE STANDPIPE SHALL IMPEDE THE PATH OF EGRESS AS SHOWN.

7'-4"

LT-05

4'-1"

LT-05

9. ALL LIGHTS INDICATED AS (O.S) SHALL BE ON OCCUPANCY SENSORS.

LT-05

10. LIGHTING FIXTURE LAYOUTS FOR BACK OF HOUSE, STAIR, AND PARKING GARAGE LIGHTING DESIGN SHOWN FOR COORDINATION ONLY. SEE MEP DRAWINGS FOR FINAL DESIGN AND SPECIFICATION.

9'-6 3/4"

LT-05

7'-2 3/4"

PENDANT (CEILING OR FLUSH MOUNTED)

LT-05

11. NOT USED

12. PROVIDE DAYLIGHT SENSORS AND TIMERS FOR ALL EXTERIOR LIGHT FIXTURES.

LT-05

5'-0"

9'-10 1/4"

LT-05

SL Green Realty LT - 10 EM

3'-5 1/2" 1'-10 1/2" LT-05

2. SUCH CARBON MONOXIDE DETECTOR SHALL BE EITHER THE IONIZATION CHAMBER TYPE OR THE PHOTOELECTRIC TYPE. 3. ALL CARBON MONOXIDE DETECTORS MUST BE INSTALLED WITHIN 15 FEET OF THE ENTRANCE TO ANY SLEEPING RM., WALL OR CLG. MTD., AND INDICATED ON PLANS.

MECHANICAL ROOM

6'-3 1/2"

LT-05

RECYCLING STORAGE

LT - 10 EM

8'-0"

LT - 10 EM

CARBON MONOXIDE DETECTORS: 1. EACH DWELLING UNIT SHALL BE EQUIPPED WITH AN APPROVED CARBON MONOXIDE DETECTION DEVICE RECEIVING ITS PRIMARY POWER FROM A HARD WIRE SYSTEM.

2'-4" 2'-6"

LT - 10 EM

12'-2 1/2" 5'-2 1/2"

2'-4"

12'-0"

7'-1"

LT-05

(973) 994-9220 - TEL (973) 994-2539 - FAX

SPRINKLER LEGEND:

DINING BOH

WASTE STORAGE

120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936

TELEPHONE/DATA/CABLE OUTLET@ 18" AFF. U.O.N

6'-9"

Structural Engineer

Vertical Transportation Engineers

8'-8"

LT-05

GAS ROOM

Thornton Tomasetti

LT-05

(212) 280-3019 - TEL

SCONCE

EQ EQ

LT-05

7'-7 3/4"

512 7th Ave. New York, NY 10018

Van Deusen Associates

EQ EQ

LT-05

10"

Construction Manager

POWER LEGEND:

7'-7 3/4"

C:\Users\cpark\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_cpark.rvt

Newline Structures

(212) 532-2211 - TEL (212) 481-6108 - FAX

LT-05

LT - 10 EM

420 Lexington Ave. New York, NY 10170 (212) 594-2700

LT-05

13'-5"

2'-4 1/2"

4'-3 1/4"

4. A CERTIFICATE OF SATISFACTORY INSTALLATION SHALL BE FILED WITH THE DIVISION OF CODE ENFORCEMENT 10 DAYS AFTER THE INSTALLATION IS COMPLETE.

15 Beekman 15 Beekman St. New York, NY 10038

1ST FLOOR 12'-0"

TITLE

11'-2"

CELLAR FLOOR REFLECTED CEILING PLAN

SCALE: 1/4" = 1'-0" DATE: PROJECT No: 20.102

CELLAR 00'-0"

10"

2/2/2021 9:33:29 PM

(212) 643-9055 - TEL (212) 643-0503 - FAX

Langan

LT-05 LT-05

116 West 32nd Street New York, NY 10001

LINEAR COVE LIGHT

13'-10"

IT / Security / AV Engineers

RECESSED LIGHT

2' x 2' LED RECESSED

LT-05

MGE Unified Technologies Corp.

266 Merrick Rd #310 Lynbrook, NY 11563

LT-05 LT-05

(212) 643-9055 - TEL (212) 643-0503 - FAX

51 Madison Ave. New York, NY 10001

LT - 10 EM

LT-05

MEP_ FP Engineers

SQUARED RECESSED DOWNLIGHT

2' x 4' LED RECESSED

LT-05

TOP REGISTER

3" CEILING DOWNLIGHT

14'-8"

CEILING REGISTER

1' x 4' SURFACE MOUNTED OR SUSPENDED LIGHT FIXTURE, SEE LIGHTING SCHEDULE

LT-05

LT-05 LT-05

LT-05

5'-2 1/2"

LT-05

WATER SERVICE ROOM

4'-3 1/4"

ATS ROOM

(212) 594-2700 - TEL

MGE

SURFACE MOUNTED LIGHT, SEE LIGHTING SCHEDULE

5'-9"

420 Lexington Ave New York, NY 10170

PENDANT LIGHT, SEE LIGHTING SCHEDULE

DOOR ROOM ENTRY LIGHT, SEE LIGHTING SCHEDULE

10'-1 3/4"

Developer

Cellar SCALE:

1/4" = 1'-0"

A-601 .00

ISMAEL LEYVA

FIXTURES /DEVICES LEGEND

A R C H I T E C T S,

P. C.

CAMERA - IP,FIXED DOME TYPE

SL GREEN REALITY CORP. CAMERA - IP, 360DG DOME TYPE,

RECESSED DOWNLIGHT, SEE LIGHTING SCHEDULE

CANOPY

3408 E9- 3405 E9-

E9- 3405

E1- 3541

3408

E9-

E9- 3405

LT-06

E9- 3426

H- 354

E9- 3405 E9- 3426

3408 E9-

E1- 3541

E9- 3405

E9- 3426 H- 354

E9- 3405 E9- 3426

10"

E9- 3426 1

10"

E9- 3426 E9- 3426

116 West 32nd Street New York, NY 10001

LT-06

2'-0" 2'-6 1/4"

SURFACE MTD OR SUSPENDED FLUORESCENT LIGHTING FIXTURE, SEE LIGHTING SCHEDULE

2 A-521

17' - 9" E9-

3408

17' - 9" H- 354

10"

E9- 3405 E9E9- 3426

3408

E1- 3541 E9- 3405

CEILING REGISTER

E9- 3426

E9-

E1- 3541

E9- 3405

3408

E9- 3426

16' - 6"

E9- 3426

E9-

E9- 3405

3408

H- 354

E9- 3426

E9- 3405

1 E9- 3426

E9- 3405

H- 354

E9- 3426

E9- 3405 E9- 3405

E9-

E1- 3541

3408

E9- 3426

LT-01

E9- 3426

E9- 3405

1'-11"

H- 354

LT-01

E9- 3426 H- 354

E9- 3405 H- 354

E9- 3405

E9- 3426 H- 354

E9- 3405

1' x 4' SURFACE MOUNTED OR SUSPENDED LIGHT FIXTURE, SEE LIGHTING SCHEDULE

E9- 3426 H- 354

E9- 3405

E9- 3426

E9- 3426 H- 354

E9- 3405

E9- 3426 E9- 3426

10"

H- 354

E9- 3405

E9- 3426 H- 354

10"

8'-2 3/4"

6'-11 3/4"

E9- 3405 H- 354

E9- 3405

E9- 3426 H- 354

E9- 3405

E9- 3426

3" CEILING DOWNLIGHT

H- 354

E9- 3426

E9- 3405 1

E9- 3405

LT-01

E9- 3426 E9- 3405

E9- 3426

10"

E9- 3426 H- 354 E9- 3426

E1- 3541

4'-0"

Construction Manager

LT-01

E9- 3426

H- 354 1

E9- 3405

E9- 3426

512 7th Ave. New York, NY 10018 (212) 280-3019 - TEL

Thornton Tomasetti Structural Engineer

SQUARED RECESSED DOWNLIGHT

51 Madison Ave. New York, NY 10001

RECESSED LIGHT

(212) 532-2211 - TEL (212) 481-6108 - FAX

3408

4'-0"

E9- 3405

E1- 3541 E9-

E9-

TOP REGISTER

E9- 3426

LT-01

3408

Newline Structures

3408

E1- 3541

H- 354 1

E9- 3405

(212) 643-9055 - TEL (212) 643-0503 - FAX

E1- 3541

E9- 3405

116 West 32nd Street New York, NY 10001

E9- 3405

E1- 3541 E9-

IT / Security / AV Engineers

3408

MGE Unified Technologies Corp.

E9-

E9- 3426

E1- 3541 E9-

(212) 643-9055 - TEL (212) 643-0503 - FAX

E1- 3541

LT-01

E9- 3426

E9- 3405

MEP_ FP Engineers

E9- 3405

E9E1- 3541 E9- 3405

4'-0 3/4"

10"

LT-01

LT-06

E9- 3426

2'-8 1/4"

LT-06

E9- 3405

4'-0 5/8"

E9- 3405

LT-01

E1- 3541

LT-01

3408

LT-01

SCONCE LIGHT, SEE LIGHTING SCHEDULE

SURFACE MOUNTED LIGHT, SEE LIGHTING SCHEDULE

E9-

LT-01

LT-06

H- 354

17' - 9"

LT-01

E9- 3405

LT-01

E1- 3541

3'-11"

E9- 3426

4'-0 3/4"

E9- 3426

3408

LT-01

E9-

LT-06

(212) 594-2700 - TEL

MGE

H- 354

E1- 3541

LT-01

2'-9 1/2" 2'-0"

E9-

LT-01

420 Lexington Ave New York, NY 10170

PENDANT LIGHT, SEE LIGHTING SCHEDULE

DOOR ROOM ENTRY LIGHT, SEE LIGHTING SCHEDULE

LT-06

17' - 9"

Developer

3'-8 3/4"

LOBBY 2' x 4' LED RECESSED

Howard I Shapiro & Associates Demolition

E9- 3405

H- 354 1

266 Merrick Rd #310 Lynbrook, NY 11563 E9- 3426

LT-01

2' x 2' LED RECESSED

LT-01

(516) 791-2600 - TEL

LINEAR COVE LIGHT

Langan

E9- 3405

H- 354 1

16' - 6"

E9- 3426

LT-01

SCONCE

Geotechnical Consultants

TERRACE LIGHT

21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001

CANOPY LIGHT

(212) 479-5400 - TEL (212) 479-5444 - FAX

POWER LEGEND:

Van Deusen Associates E9- 3405

H- 354 1

Vertical Transportation Engineers E9- 3426

INT/FA INTERCOM+ FIRE ALARM ANNUNCIATOR, FLUSH MTD. @ 54" AFF.U.O.N.

LT - 10 EM

EQ LT-01

E9- 3405

H- 354 1

SM/CO SMOKE/ CARBON MONOXIDE DETECTOR WALL MTD @ 6" BELOW BOTTOM OF SLAB

120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936 (973) 994-9220 - TEL (973) 994-2539 - FAX

E9- 3426

5'-5"

TELEPHONE/DATA/CABLE OUTLET@ 18" AFF. U.O.N

EQ E9- 3405

H- 354 1

INTERCOM @ 54" AFF AND ONEWAY FIRE ALARM ANNUNCIATOR @6'-8" A.F.F.,BOTH FLUSH MTD.

E9- 3426

LT-01 LT-01

E9- 3405

H- 354 1

TELEPHONE OUTLET @ 44" A.F.F.

E9- 3426

DOORBELL @ 80" AFF. U.O.N. ELECTRICAL POWER OUTLET FOR DESIGN ONLY, SEE MEP DRAWINGS

FOOD COURT LT-01

LT-01

NO 1 2 3 4 5 6 7 8 9

DATE REV ISSUE 06/05/2020 50% DESIGN DEVELOPMENT 06/08/2020 DOB FILING SET 08/17/2020 DOB OBJ. RESPONSE 08/28/2020 100% DESIGN DEVELOPMENT 11/04/2020 50% CD ISSUANCE 11/24/2020 80% CD ISSUANCE 12/04/2020 DOB OBJ. RESPONSE 01/18/2021 100% CD BACKGROUND 01/29/2021 100% CD ISSUANCE

SPRINKLER LEGEND: H- 354 1

E9- 3405

E9- 3426

PENDANT (CEILING OR FLUSH MOUNTED)

16' - 6"

SIDE WALL MOUNTED H- 354 1

E9- 3405

E9- 3426

TYP. NOTES.

LT-01 LT-01

1. FOR FINISH TYPES, SEE FINISH SCHEDULES 2. NOT USED

5'-2"

16' - 6"

3. CEILING @ STAIR & EMR., ELEC. CLOSET AND MECH. RM, TO BE EXPOSED CONCRETE. 4. ALL DUCT OFFSETS TO BE 2HR RATED W/ 3M(OR EQUAL)FIRE MASTER BLANKET.

LT-01

5. ALL ACCESS DOOR LOCATIONS MUST BE APPROVED BY THE ARCHITECT DURING FINAL COORDINATION & SIGN OFF.

5'-0" EQ

LT-01

LT-05

4'-1"

6'-3 1/2"

3'-6"

3'-0"

10'-0" LT-02

LT-01

EQ LT-01

LT-01

7. SPRINKLERS ARE SUGGESTED FOR DESIGN LAYOUT ONLY, FINAL PER APPROVED SHOP DRAWINGS.

LT-01

NOTES:

18'-4"

8. NO PROJECTIONS FROM THE FIRE STANDPIPE SHALL IMPEDE THE PATH OF EGRESS AS SHOWN. 9. ALL LIGHTS INDICATED AS (O.S) SHALL BE ON OCCUPANCY SENSORS.

LT-02

3'-0"

10. LIGHTING FIXTURE LAYOUTS FOR BACK OF HOUSE, STAIR, AND PARKING GARAGE LIGHTING DESIGN SHOWN FOR COORDINATION ONLY. SEE MEP DRAWINGS FOR FINAL DESIGN AND SPECIFICATION.

2'-4"

C:\Users\apostolache\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_apostolacheLBXAR.rvt

8'-0" LT-02

8'-0"

LT-02

8'-0"

LT-02

11. NOT USED

11'-0" LT-02

LT-02

5'-0"

12' - 8"

6'-0"

2'-6 1/4"

2'-9 1/2"

6'-0 1/4"

LT-02

1'-5 1/4" LT-02

CARBON MONOXIDE DETECTORS:

LT-05

3'-3 1/4" EQ

3'-0"

2'-4 1/4"

LT - 10 EM

1. EACH DWELLING UNIT SHALL BE EQUIPPED WITH AN APPROVED CARBON MONOXIDE DETECTION DEVICE RECEIVING ITS PRIMARY POWER FROM A HARD WIRE SYSTEM.

EMPLOYEE CHECK-IN AREA 223 SF

2'-9 1/2" LT-02

SL Green Realty 1'-5 1/4"

LT-02

6'-0"

LT-05

4'-0"

2'-6 1/4"

LT - 10 EM

2'-4 3/4"

ELECTRIC CLOSET

AHU ROOM 223 SF

4'-3 1/4"

LT-02

4'-0"

5'-10 3/4"

LT-05

EQ 02 LEVEL 02 16'-8 1/2"

IDF 115 SF

LT-02 9' - 6"

3'-10 1/4"

4'-9"

LT-02

4'-3 1/4"

LT-02

4'-3 1/4" 2'-0 1/4"

8'-0" 4'-6" EQ

11"

LT-01

12. PROVIDE DAYLIGHT SENSORS AND TIMERS FOR ALL EXTERIOR LIGHT FIXTURES.

9' - 6"

LT-01

LT-02

4. A CERTIFICATE OF SATISFACTORY INSTALLATION SHALL BE FILED WITH THE DIVISION OF CODE ENFORCEMENT 10 DAYS AFTER THE INSTALLATION IS COMPLETE.

420 Lexington Ave. New York, NY 10170 (212) 594-2700

15 Beekman 15 Beekman St. New York, NY 10038

19'-6"

1ST FLOOR REFLECTED CEILING PLAN

12'-8"

17'-8"

TITLE

9'-6"

SCALE: 1/4" = 1'-0" DATE: PROJECT No: 20.102

01 LEVEL 01 00'-0"

11"

2/5/2021 5:50:03 PM

6'-6 3/4" WASTE STORAGE ROOM

16' - 6"

DINNING STAGING ROOM

4'-3 1/4"

LT-05

LT-01

3'-0"

LT-01

ELEVATOR LOBBY 176 SF

6. ALL ACCESS DOOR LOCATIONS FOR PLUMBING SHUT OFF'S MUST BE LOCATED IN THE PUBLIC CORRIDORS ONLY.

level 1 SCALE:

1/4" = 1'-0"

A-602 .00

ISMAEL LEYVA

FIXTURES /DEVICES LEGEND

A R C H I T E C T S,

P. C.

CAMERA - IP,FIXED DOME TYPE

SL GREEN REALITY CORP. CAMERA - IP, 360DG DOME TYPE,

RECESSED DOWNLIGHT, SEE LIGHTING SCHEDULE

SCONCE LIGHT, SEE LIGHTING SCHEDULE

116 West 32nd Street New York, NY 10001

SURFACE MTD OR SUSPENDED FLUORESCENT LIGHTING FIXTURE, SEE LIGHTING SCHEDULE CEILING REGISTER

TOP REGISTER 1' x 4' SURFACE MOUNTED OR SUSPENDED LIGHT FIXTURE, SEE LIGHTING SCHEDULE

5'-3" 11'-5"

5'-0"

LT-05

6'-1 1/2"

6'-1"

8'-0"

LT-05

(212) 643-9055 - TEL (212) 643-0503 - FAX

Newline Structures Construction Manager 512 7th Ave. New York, NY 10018 (212) 280-3019 - TEL

Thornton Tomasetti Structural Engineer

Howard I Shapiro & Associates Demolition

(516) 791-2600 - TEL

LINEAR COVE LIGHT

Langan

LT-05

MAINTENANCE WORKSHOP

116 West 32nd Street New York, NY 10001

(212) 532-2211 - TEL (212) 481-6108 - FAX

2' x 2' LED RECESSED

LT-04

IT / Security / AV Engineers

266 Merrick Rd #310 Lynbrook, NY 11563

9'-6 1/2" LT-04

MGE Unified Technologies Corp.

RECESSED LIGHT

LT-02

11'-4 1/2"

(212) 643-9055 - TEL (212) 643-0503 - FAX

51 Madison Ave. New York, NY 10001

4'-9"

3'-8"

MEP_ FP Engineers

SQUARED RECESSED DOWNLIGHT

2' x 4' LED RECESSED

10'-0"

2'-0"

3" CEILING DOWNLIGHT

LT - 10 EM

(212) 594-2700 - TEL

MGE

SURFACE MOUNTED LIGHT, SEE LIGHTING SCHEDULE

420 Lexington Ave New York, NY 10170

PENDANT LIGHT, SEE LIGHTING SCHEDULE

DOOR ROOM ENTRY LIGHT, SEE LIGHTING SCHEDULE

Developer

PROVIDE 2HR RATED ENCLOSURE FOR PLUMBING PIPING IN EGRESS STAIR

LT-02

WORKSHOP STORAGE

SCONCE

Geotechnical Consultants

TERRACE LIGHT

21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001

CANOPY LIGHT

(212) 479-5400 - TEL (212) 479-5444 - FAX

POWER LEGEND:

Van Deusen Associates

Vertical Transportation Engineers LT-04 LT-05

LT-04

LT-05 LT-02

MECHANICAL

8'-0"

10'-0"

INT/FA INTERCOM+ FIRE ALARM ANNUNCIATOR, FLUSH MTD. @ 54" AFF.U.O.N.

LT - 10 EM

LT-02

2'-2"

LT-05

8'-0"

4'-9"

SM/CO SMOKE/ CARBON MONOXIDE DETECTOR WALL MTD @ 6" BELOW BOTTOM OF SLAB

120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936 (973) 994-9220 - TEL (973) 994-2539 - FAX

LT-02

5'-8 1/2"

LT-05

LT-05 LT-04

LT-04 LT-05

TELEPHONE/DATA/CABLE OUTLET@ 18" AFF. U.O.N

8'-0"

LT-05

INTERCOM @ 54" AFF AND ONEWAY FIRE ALARM ANNUNCIATOR @6'-8" A.F.F.,BOTH FLUSH MTD.

LT-05

TELEPHONE OUTLET @ 44" A.F.F.

LT-02

LT-04

10'-0 1/2"

5'-5"

6'-5"

LT-05

LAUNDRY ROOM

LT-05

LT-02

13'-4 1/2"

MDF

ELECTRICAL POWER OUTLET FOR DESIGN ONLY, SEE MEP DRAWINGS

DATE REV ISSUE 06/05/2020 50% DESIGN DEVELOPMENT 06/08/2020 DOB FILING SET 08/17/2020 DOB OBJ. RESPONSE 08/28/2020 100% DESIGN DEVELOPMENT 11/04/2020 50% CD ISSUANCE 11/24/2020 80% CD ISSUANCE 01/18/2021 100% CD BACKGROUND 01/29/2021 100% CD ISSUANCE

SPRINKLER LEGEND:

6'-5"

MECHANICAL

LT-05

DOORBELL @ 80" AFF. U.O.N.

57.4K

11'-4 1/2"

57.4K

NO 1 2 3 4 5 6 7 8 9

12'-0"

2'-5"

9'-10 1/2"

15'-9"

7'-4" 28.7K

LT-05

11'-10"

PENDANT (CEILING OR FLUSH MOUNTED)

28.7K

LT-05

PROVIDE DRIP PAN AND LEAK DETECTION FOR STORM PIPING IN ELECTRICAL SERVICE ROOM

1. FOR FINISH TYPES, SEE FINISH SCHEDULES 2. NOT USED

LT-05

6'-6" 6'-5"

TYP. NOTES.

9'-3"

LT-05

38.2K

LT-05

7'-1"

8'-2 1/2"

SIDE WALL MOUNTED 38.2K

10'-0 1/2"

6'-5" 7'-4 1/2"

3. CEILING @ STAIR & EMR., ELEC. CLOSET AND MECH. RM, TO BE EXPOSED CONCRETE.

LT-02

MECHANICAL

12'-0"

4. ALL DUCT OFFSETS TO BE 2HR RATED W/ 3M(OR EQUAL)FIRE MASTER BLANKET.

9'-10 1/2"

ELEVATOR ELECTRICAL ROOM

38.2K

2'-9 1/2"

LT-05

7'-4"

15'-7"

LT-05

38.2K

LT-02

5'-2"

6. ALL ACCESS DOOR LOCATIONS FOR PLUMBING SHUT OFF'S MUST BE LOCATED IN THE PUBLIC CORRIDORS ONLY.

LT-02

6'-0"

5. ALL ACCESS DOOR LOCATIONS MUST BE APPROVED BY THE ARCHITECT DURING FINAL COORDINATION & SIGN OFF.

LT-02

7. SPRINKLERS ARE SUGGESTED FOR DESIGN LAYOUT ONLY, FINAL PER APPROVED SHOP DRAWINGS. NOTES:

LT-05

ELECTRICAL

LT-05

8. NO PROJECTIONS FROM THE FIRE STANDPIPE SHALL IMPEDE THE PATH OF EGRESS AS SHOWN.

LT-07 LT-05

10'-0 1/2"

C:\Users\apostolache\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_apostolacheLBXAR.rvt

2'-4 1/2"2'-4 1/2" 8'-0"

10. LIGHTING FIXTURE LAYOUTS FOR BACK OF HOUSE, STAIR, AND PARKING GARAGE LIGHTING DESIGN SHOWN FOR COORDINATION ONLY. SEE MEP DRAWINGS FOR FINAL DESIGN AND SPECIFICATION.

LT-05

11. NOT USED

LT-05

5'-2"

12. PROVIDE DAYLIGHT SENSORS AND TIMERS FOR ALL EXTERIOR LIGHT FIXTURES. LT-07

LT-07

LT - 10 EM

CARBON MONOXIDE DETECTORS: 1. EACH DWELLING UNIT SHALL BE EQUIPPED WITH AN APPROVED CARBON MONOXIDE DETECTION DEVICE RECEIVING ITS PRIMARY POWER FROM A HARD WIRE SYSTEM.

SL Green Realty

7'-4"

PROVIDE 2HR RATED ENCLOSURE FOR PLUMBING PIPING IN EGRESS STAIR

2. SUCH CARBON MONOXIDE DETECTOR SHALL BE EITHER THE IONIZATION CHAMBER TYPE OR THE PHOTOELECTRIC TYPE.

LT - 10 EM

3. ALL CARBON MONOXIDE DETECTORS MUST BE INSTALLED WITHIN 15 FEET OF THE ENTRANCE TO ANY SLEEPING RM., WALL OR CLG. MTD., AND INDICATED ON PLANS.

1'-10 1/2"

New York, NY 10170 (212) 594-2700

1'-9 1/2" LT-07

13 LEVEL 13 183'-0"

420 Lexington Ave.

4. A CERTIFICATE OF SATISFACTORY INSTALLATION SHALL BE FILED WITH THE DIVISION OF CODE ENFORCEMENT 10 DAYS AFTER THE INSTALLATION IS COMPLETE.

15 Beekman 15 Beekman St. New York, NY 10038

12 LEVEL 12 169'-0"

12TH FLOOR REFLECTED CEILING PLAN

SCALE: 1/4" = 1'-0" DATE: PROJECT No: 20.102

8'-1"

7'-11"

13'-3"

TITLE

2/3/2021 11:55:38 AM

9. ALL LIGHTS INDICATED AS (O.S) SHALL BE ON OCCUPANCY SENSORS.

6'-5"

8'-10"

6'-5"

A-607 .00 1

level 12 SCALE:

1/4" = 1'-0"

ISMAEL LEYVA

FIXTURES /DEVICES LEGEND

A R C H I T E C T S,

P. C.

CAMERA - IP,FIXED DOME TYPE

SL GREEN REALITY CORP. CAMERA - IP, 360DG DOME TYPE, RECESSED DOWNLIGHT, SEE LIGHTING SCHEDULE

SCONCE LIGHT, SEE LIGHTING SCHEDULE

116 West 32nd Street New York, NY 10001

SURFACE MTD OR SUSPENDED FLUORESCENT LIGHTING FIXTURE, SEE LIGHTING SCHEDULE CEILING REGISTER

TOP REGISTER 1' x 4' SURFACE MOUNTED OR SUSPENDED LIGHT FIXTURE, SEE LIGHTING SCHEDULE

3 BEDS 196 SF

LT-03

S/C

2 BEDS 124 SF

3 BEDS 170 SF

S/C

2 BEDS 124 SF

LT-03

2 BEDS 99 SF

LT-04

LT-08

1'-6 1/2" 1'-6 1/2"

5'-11"

3'-2" LT-03

1'-6 1/2"

LT-08

2'-6"

LT-04

2'-2"

PROVIDE 2HR RATED ENCLOSURE FOR PLUMBING PIPING IN EGRESS STAIR

LT-04

6'-0" 1'-5"

LT-04

3'-0" LT-02A

LT-02A

LT-02A LT-02A

6'-2 1/2"

LT-02A

3'-7"

3'-2"

6'-0 1/2"

LT-01

6'-0 1/2"

3'-0"

LT-01

4'-0 1/2"

6'-0"

LT-01

4. ALL DUCT OFFSETS TO BE 2HR RATED W/ 3M(OR EQUAL)FIRE MASTER BLANKET.

5. ALL ACCESS DOOR LOCATIONS MUST BE APPROVED BY THE ARCHITECT DURING FINAL COORDINATION & SIGN OFF.

LT-01

LT-04

6'-0 1/2"

6. ALL ACCESS DOOR LOCATIONS FOR PLUMBING SHUT OFF'S MUST BE LOCATED IN THE PUBLIC CORRIDORS ONLY. LT-01

2'-10"

7. SPRINKLERS ARE SUGGESTED FOR DESIGN LAYOUT ONLY, FINAL PER APPROVED SHOP DRAWINGS. NOTES:

9. ALL LIGHTS INDICATED AS (O.S) SHALL BE ON OCCUPANCY SENSORS.

S/C

6'-0"

10. LIGHTING FIXTURE LAYOUTS FOR BACK OF HOUSE, STAIR, AND PARKING GARAGE LIGHTING DESIGN SHOWN FOR COORDINATION ONLY. SEE MEP DRAWINGS FOR FINAL DESIGN AND SPECIFICATION.

1'-9" 1'-3"

6'-0"

8. NO PROJECTIONS FROM THE FIRE STANDPIPE SHALL IMPEDE THE PATH OF EGRESS AS SHOWN.

11. NOT USED

12. PROVIDE DAYLIGHT SENSORS AND TIMERS FOR ALL EXTERIOR LIGHT FIXTURES.

3'-1"

1'-9"

3'-9" LT-03

3 BEDS 135 SF

CARBON MONOXIDE DETECTORS:

3'-1"

5'-11 1/2"

1. EACH DWELLING UNIT SHALL BE EQUIPPED WITH AN APPROVED CARBON MONOXIDE DETECTION DEVICE RECEIVING ITS PRIMARY POWER FROM A HARD WIRE SYSTEM.

LT - 10 EM

1'-10 1/2"

4'-1 1/4"

SL Green Realty 3'-11 3/4"

C:\Users\cpark\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_cpark.rvt

LT-02A

3. CEILING @ STAIR & EMR., ELEC. CLOSET AND MECH. RM, TO BE EXPOSED CONCRETE.

LT - 10 EM

3'-11" LT-02A

S/C

LT - 10 EM

New York, NY 10170 (212) 594-2700

2'-1 3/4" 4. A CERTIFICATE OF SATISFACTORY INSTALLATION SHALL BE FILED WITH THE DIVISION OF CODE ENFORCEMENT 10 DAYS AFTER THE INSTALLATION IS COMPLETE.

15 Beekman 15 Beekman St. New York, NY 10038

TITLE 9"

14 LEVEL 14 192'-9"

9'-0"

13TH FLOOR REFLECTED CEILING PLAN

7'-11" 13 LEVEL 13 183'-0"

420 Lexington Ave.

SCALE: 1/4" = 1'-0" DATE: PROJECT No: 20.102

2/2/2021 9:34:35 PM

TYP. NOTES. 1. FOR FINISH TYPES, SEE FINISH SCHEDULES 2. NOT USED

7' - 11"

PRIVATE OFFICE LT-02A LT-02A 110 SF

2'-0"

4'-0"

1'-5 1/2" LT-03

SIDE WALL MOUNTED

LT-01

SERVICE HALL

2'-0"

LT-03

1'-4 1/2" 1'-10"

6'-7 1/2"

LT-03

S/C

4'-7 1/2" LT-05

5'-10"

1'-9" 1'-4 1/2"1'-6" 1'-6 1/2"

(973) 994-9220 - TEL (973) 994-2539 - FAX

PENDANT (CEILING OR FLUSH MOUNTED)

LT-01

LT-02A

LT-03

3 BEDS 138 SF

2 BEDS 95 SF

5'-10"

3'-0"

JC 27 SF 1'-9"

3'-0"

LT-03

1'-10"

S/C

ELECTRICAL POWER OUTLET FOR DESIGN ONLY, SEE MEP DRAWINGS

1'-9"

LT-02A

1'-7 1/2" 1'-7 1/2"

S/C

DOORBELL @ 80" AFF. U.O.N.

3'-11"

LT-02A

3'-4 1/2"

PRIVATE OFFICE 130 SF

PRINTER / PANTRY 66 SF

120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936

SPRINKLER LEGEND: LT-03

LT-04

2 BEDS 105 SF

ELECTRICAL / TELECOM CLOSET

2'-6"

LT-01

LT-02A

Van Deusen Associates

3'-11"

LT-02A

3 BEDS 145 SF

1'-6 1/2" 1'-6 1/2"

S/C

LT-02A

(516) 791-2600 - TEL

(212) 479-5400 - TEL (212) 479-5444 - FAX

TELEPHONE OUTLET @ 44" A.F.F.

LT - 10 EM

LT-03

Demolition

CANOPY LIGHT

INTERCOM @ 54" AFF AND ONEWAY FIRE ALARM ANNUNCIATOR @6'-8" A.F.F.,BOTH FLUSH MTD.

LT-04

OFFICE 89 SF

Howard I Shapiro & Associates

21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001

SM/CO SMOKE/ CARBON MONOXIDE DETECTOR WALL MTD @ 6" BELOW BOTTOM OF SLAB

LT-04

Structural Engineer

TELEPHONE/DATA/CABLE OUTLET@ 18" AFF. U.O.N

LT-03 S/C

Thornton Tomasetti

TERRACE LIGHT

INT/FA INTERCOM+ FIRE ALARM ANNUNCIATOR, FLUSH MTD. @ 54" AFF.U.O.N.

LT-03

LT-08

(212) 280-3019 - TEL

Vertical Transportation Engineers

5'-0"

4'-9"

512 7th Ave. New York, NY 10018

Geotechnical Consultants

LT - 10 EM

LT-03

2'-9 1/2"

2'-7 1/2" 2'-8 1/2"

2'-5"

Construction Manager

SCONCE

POWER LEGEND:

3'-7"

2'-8"

12'-7 1/2"

2'-6"

LT-03 LT-03

LT-08

6'-0" S/C

4'-6"

2'-11"

S/C

3'-1"

2'-7 1/2" 2'-8 1/2"

LT-03

5'-7 1/2"

8'-0"

LT-03

4'-3"

5'-11"

LT-03

3'-0"

6'-4"

1'-6 1/2" 1'-6 1/2"

2'-9"

8'-0"

1'-10" 1'-10"

1'-9 1/2" 1'-9 1/2"

LT-03

2'-11"

1'-10" 1'-10"

S/C

LT-03

2'-9"

LT-03

3'-4 1/2"

LT-03

3'-1"

LT-03

3'-1"

3 BEDS 150 SF

6'-0"

S/C

3'-1"

3'-11"

1'-10"1'-10" LT-03

Newline Structures

Langan

RD UNIT 263 SF

4'-8"

(212) 643-9055 - TEL (212) 643-0503 - FAX

(212) 532-2211 - TEL (212) 481-6108 - FAX

S/C

ADA UNIT (2BED) 181 SF

116 West 32nd Street New York, NY 10001

LINEAR COVE LIGHT

2'-6"

1'-5"

S/C

IT / Security / AV Engineers

266 Merrick Rd #310 Lynbrook, NY 11563

4'-8 1/2"

S/C

MGE Unified Technologies Corp.

RECESSED LIGHT

2' x 4' LED RECESSED

6'-3"

4'-9"

(212) 643-9055 - TEL (212) 643-0503 - FAX

51 Madison Ave. New York, NY 10001

2' x 2' LED RECESSED

2 BEDS 112 SF

MEP_ FP Engineers

SQUARED RECESSED DOWNLIGHT

3'-4"

LT-03

6'-0"

S/C

1'-10 1/2"

2'-0"

3" CEILING DOWNLIGHT

LT - 10 EM

(212) 594-2700 - TEL

MGE

SURFACE MOUNTED LIGHT, SEE LIGHTING SCHEDULE

420 Lexington Ave New York, NY 10170

PENDANT LIGHT, SEE LIGHTING SCHEDULE

DOOR ROOM ENTRY LIGHT, SEE LIGHTING SCHEDULE

Developer

A-608 .00 1

level 13 SCALE:

1/4" = 1'-0"

ISMAEL LEYVA

FIXTURES /DEVICES LEGEND

A R C H I T E C T S,

P. C.

CAMERA - IP,FIXED DOME TYPE

SL GREEN REALITY CORP. CAMERA - IP, 360DG DOME TYPE,

RECESSED DOWNLIGHT, SEE LIGHTING SCHEDULE

SCONCE LIGHT, SEE LIGHTING SCHEDULE

116 West 32nd Street New York, NY 10001

SURFACE MTD OR SUSPENDED FLUORESCENT LIGHTING FIXTURE, SEE LIGHTING SCHEDULE

LT-12A

5'-2"

LT-12

LT-12A

LT-12

LT-03

LT-12

LT-12A

LT-12 LT-12A

LT-03

LT-12A

LT-12

LT-12A

LT-05 LT-03

LT-03

3'-3"

4'-1"

LT-03

4'-1"

8' - 6"

4'-1"

3'-4 1/2"

LT-03

5'-0"

LT-04

3'-4 1/2"

3'-11"

LT-04

8' - 6"

3'-11"

ELECTRICAL / TELECOM CLOSET

4'-6"

LT-02

WORK AREA 161 SF

7'-4"

9' - 0"

8' - 10"

LT-02

OFFICE 79 SF

8' - 10"

LOCKER ROOM 141 SF

LT - 10 EM 7' - 11"

3'-11"

2'-0" H - 3541

LT-01

E9- 3426

E9- 3405

H - 3541

7'-10 1/2"

3'-2"

LT-09

11'-7 1/2"

7'-11 1/2"

6'-0 1/2"

6'-0 1/2" 3'-0"

E9- 3408

LT-09

4. ALL DUCT OFFSETS TO BE 2HR RATED W/ 3M(OR EQUAL)FIRE MASTER BLANKET.

6. ALL ACCESS DOOR LOCATIONS FOR PLUMBING SHUT OFF'S MUST BE LOCATED IN THE PUBLIC CORRIDORS ONLY.

E1- 3541

2'-7 1/4"

LT-01 E9- 3405

H - 3541

3'-0"

LT-01

E9- 3426

E9- 3405

H - 3541

3. CEILING @ STAIR & EMR., ELEC. CLOSET AND MECH. RM, TO BE EXPOSED CONCRETE.

5. ALL ACCESS DOOR LOCATIONS MUST BE APPROVED BY THE ARCHITECT DURING FINAL COORDINATION & SIGN OFF.

E9- 3408

E1- 3541

E9- 3405

H - 3541

1. FOR FINISH TYPES, SEE FINISH SCHEDULES 2. NOT USED

LT-01

6'-2 1/2"

9' - 6"

2'-0"

3'-11"

TYP. NOTES.

2'-0" E9- 3405

E9- 3405

SIDE WALL MOUNTED

MAIL ROOM 199 SF

SERVICE HALL

2'-0"

1'-9"

7'-5"

E9- 3426

NO 1 2 3 4 5 6 7 8 9

PENDANT (CEILING OR FLUSH MOUNTED)

3'-0"

LT-03

2'-0"

LT-03

(973) 994-9220 - TEL (973) 994-2539 - FAX

LT-01

LT - 10 EM

LOUNGE

3'-0"

LT-02

9' - 0"

3'-6"

LT-02

9' - 0"

LT-02

LT-03

3'-6"

LT-03

3'-11"

5'-10"

7'-4"

2'-0"

LT-03

120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936

SPRINKLER LEGEND:

2'-6"

LT-02

9' - 3"

(212) 479-5400 - TEL (212) 479-5444 - FAX

ELECTRICAL POWER OUTLET FOR DESIGN ONLY, SEE MEP DRAWINGS

LT - 10 EM

1'-10"

6'-8 1/2"

CANOPY LIGHT

TELEPHONE OUTLET @ 44" A.F.F.

5'-10"

7'-5 1/2"

LT-03

LT-01

4'-0 1/2"

5'-3"

21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001

DOORBELL @ 80" AFF. U.O.N.

LT-03

TERRACE LIGHT

INTERCOM @ 54" AFF AND ONEWAY FIRE ALARM ANNUNCIATOR @6'-8" A.F.F.,BOTH FLUSH MTD.

LT-05

LT-04

LT-05

(516) 791-2600 - TEL

TELEPHONE/DATA/CABLE OUTLET@ 18" AFF. U.O.N

STORAGE 62 SF

STORAGE 23 SF

LT - 10 EM

Demolition

LT-12

LT-04

2'-11 1/2"

Howard I Shapiro & Associates

Geotechnical Consultants

SM/CO SMOKE/ CARBON MONOXIDE DETECTOR WALL MTD @ 6" BELOW BOTTOM OF SLAB

LT-03

7'-5 1/2"

Structural Engineer

SCONCE

INT/FA INTERCOM+ FIRE ALARM ANNUNCIATOR, FLUSH MTD. @ 54" AFF.U.O.N.

4'-6"

7'-5 1/2"

Thornton Tomasetti

Vertical Transportation Engineers

LT-12

2'-0 1/2"

7'-5 1/2"

LT-03

2'-6"

7'-5 1/2"

3'-7"

5'-3"

LT-03

1'-11"

8' - 6"

(212) 280-3019 - TEL

Van Deusen Associates

LT-12A

LT-03

512 7th Ave. New York, NY 10018

POWER LEGEND:

9' - 6"

8' - 6"

LT-03

Construction Manager

(212) 532-2211 - TEL (212) 481-6108 - FAX

LT-12

MEETING SPACE 424 SF LT-12A

LT-03

LT-04

2'-6"

LT-03

LT-12A

3'-7" LT-03

LT-12A

LT-12

LT-03

Newline Structures

Langan

2'-6"

LT-03

5'-2"

2'-3"

LT-03

2'-3"

LT-03

2'-11"

7'-11"

DINING

10 1/2"

(212) 643-9055 - TEL (212) 643-0503 - FAX

LINEAR COVE LIGHT

LT-12A

3'-5"

9' - 6"

LT-12

LT-03

116 West 32nd Street New York, NY 10001

266 Merrick Rd #310 Lynbrook, NY 11563

LT-12A

4'-0"

LT-03

9' - 3"

LT-12

3'-5"

LT-03

LT-12

3'-5"

LT-03

8'-11"

LT-12A

3'-5"

7'-5 1/2"

LT-12

IT / Security / AV Engineers

LT-12A

LT-12

LT-03

MGE Unified Technologies Corp.

RECESSED LIGHT

2' x 2' LED RECESSED

LT-12

(212) 643-9055 - TEL (212) 643-0503 - FAX

51 Madison Ave. New York, NY 10001

2' x 4' LED RECESSED

LT-12

MEP_ FP Engineers

SQUARED RECESSED DOWNLIGHT

LT-12

4'-0"

7'-5 1/2"

LT-12

2'-1 1/2"

2'-0" 2'-0" 2'-0" 2'-0" 2'-0"

7'-5" 5'-3"

LT-03

2'-5"

LT-03

TOP REGISTER

3" CEILING DOWNLIGHT

2'-0"

2'-0" 2'-0"

LT-03

GYM 601 SF

CEILING REGISTER

1' x 4' SURFACE MOUNTED OR SUSPENDED LIGHT FIXTURE, SEE LIGHTING SCHEDULE

2 A-616

(212) 594-2700 - TEL

MGE

SURFACE MOUNTED LIGHT, SEE LIGHTING SCHEDULE

420 Lexington Ave New York, NY 10170

PENDANT LIGHT, SEE LIGHTING SCHEDULE

DOOR ROOM ENTRY LIGHT, SEE LIGHTING SCHEDULE

Developer

2'-10"

7. SPRINKLERS ARE SUGGESTED FOR DESIGN LAYOUT ONLY, FINAL PER APPROVED SHOP DRAWINGS. NOTES:

8. NO PROJECTIONS FROM THE FIRE STANDPIPE SHALL IMPEDE THE PATH OF EGRESS AS SHOWN. 9. ALL LIGHTS INDICATED AS (O.S) SHALL BE ON OCCUPANCY SENSORS.

11. NOT USED

12. PROVIDE DAYLIGHT SENSORS AND TIMERS FOR ALL EXTERIOR LIGHT FIXTURES. LT-09A

LT-09A

CARBON MONOXIDE DETECTORS: 1. EACH DWELLING UNIT SHALL BE EQUIPPED WITH AN APPROVED CARBON MONOXIDE DETECTION DEVICE RECEIVING ITS PRIMARY POWER FROM A HARD WIRE SYSTEM.

CEILING LEGEND :

level 24 1/4" = 1'-0"

11' - 0"

9' - 6"

9' - 3"

9' - 0"

8' - 10"

8' - 6"

NO DROP CEILING/PAINTED UOS ON DORM FLOORS

2 LAYER GWB CEILING W / ISOLATED HANGERS

24 LEVEL 24 291'-3"

SCALE:

New York, NY 10170 (212) 594-2700

15 Beekman 15 Beekman St. New York, NY 10038

24TH FLOOR REFLECTED CEILING PLAN 2' x 2' ACT TILE

4. A CERTIFICATE OF SATISFACTORY INSTALLATION SHALL BE FILED WITH THE DIVISION OF CODE ENFORCEMENT 10 DAYS AFTER THE INSTALLATION IS COMPLETE.

420 Lexington Ave.

TITLE

25 LEVEL 25 303'-0"

7' - 11"

2/3/2021 11:56:01 AM

C:\Users\apostolache\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_apostolacheLBXAR.rvt

10. LIGHTING FIXTURE LAYOUTS FOR BACK OF HOUSE, STAIR, AND PARKING GARAGE LIGHTING DESIGN SHOWN FOR COORDINATION ONLY. SEE MEP DRAWINGS FOR FINAL DESIGN AND SPECIFICATION.

2 HR. RATED GYPSUM SOFFIT

METAL PANEL SUSPENDED CEILING DROPPED GYPSUM BOARD CEILING HT. AS NOTED

DROPPED GYPSUM BOARD CEILING @ 9' 3" DROPPED GYPSUM BOARD CEILING @ 9' 6"

SCALE: 1/4" = 1'-0" DATE: PROJECT No: 20.102

DROPPED GYPSUM BOARD CEILING @ 8' 6" DROPPED GYPSUM BOARD CEILING @ 8' 10"

A-613 .00

ISMAEL LEYVA

FIXTURES /DEVICES LEGEND

A R C H I T E C T S,

P. C.

CAMERA - IP,FIXED DOME TYPE

SL GREEN REALITY CORP. CAMERA - IP, 360DG DOME TYPE,

RECESSED DOWNLIGHT, SEE LIGHTING SCHEDULE

SCONCE LIGHT, SEE LIGHTING SCHEDULE

116 West 32nd Street New York, NY 10001

SURFACE MTD OR SUSPENDED FLUORESCENT LIGHTING FIXTURE, SEE LIGHTING SCHEDULE CEILING REGISTER

TOP REGISTER 1' x 4' SURFACE MOUNTED OR SUSPENDED LIGHT FIXTURE, SEE LIGHTING SCHEDULE

2'-0"

3" CEILING DOWNLIGHT

2'-0"

(212) 594-2700 - TEL

MGE

SURFACE MOUNTED LIGHT, SEE LIGHTING SCHEDULE

420 Lexington Ave New York, NY 10170

PENDANT LIGHT, SEE LIGHTING SCHEDULE

DOOR ROOM ENTRY LIGHT, SEE LIGHTING SCHEDULE

Developer

MEP_ FP Engineers

(212) 643-9055 - TEL (212) 643-0503 - FAX

MGE Unified Technologies Corp. IT / Security / AV Engineers 116 West 32nd Street New York, NY 10001 (212) 643-9055 - TEL (212) 643-0503 - FAX

Newline Structures Construction Manager 512 7th Ave. New York, NY 10018 (212) 280-3019 - TEL

Thornton Tomasetti Structural Engineer

SQUARED RECESSED DOWNLIGHT

51 Madison Ave. New York, NY 10001

RECESSED LIGHT

(212) 532-2211 - TEL (212) 481-6108 - FAX

2' x 4' LED RECESSED

Howard I Shapiro & Associates Demolition

266 Merrick Rd #310 Lynbrook, NY 11563 S/C

S/C

1 BED 100 SF

S/C

1 BED 102 SF

S/C

1 BED 104 SF

S/C

1 BED 105 SF

S/C

1 BED 103 SF

1 BED 104 SF

S/C

7'-7"

3'-0"

2'-6"

LT-03

3'-8" 4'-3"

2'-10"

LT-08

4'-0"

2'-1 1/2" 2'-0 1/2"

6'-2 1/2"

6'-7"

2'-10"

LT-03

2'-6" 5'-6"

3'-1"

3'-1" LT-08

INTERCOM @ 54" AFF AND ONEWAY FIRE ALARM ANNUNCIATOR @6'-8" A.F.F.,BOTH FLUSH MTD.

S/C

4'-5" RA UNIT (1 BED) 127 SF

S/C

3'-8"

2 BED 165 SF

LT-05

(973) 994-9220 - TEL (973) 994-2539 - FAX

2'-0"

ELECTRICAL POWER OUTLET FOR DESIGN ONLY, SEE MEP DRAWINGS

NO 1 2 3 4 5 6 7 8 9

LT-03

4'-2 1/2"

S/C

JC 37 SF

LT-01

SIDE WALL MOUNTED

3'-4" EQ

EQ TYP. NOTES.

LT-02A

3'-11" SERVICE HALL

LT - 10 EM

PENDANT (CEILING OR FLUSH MOUNTED)

7' - 11" LT-01

6'-2 1/2"

LT - 10 EM

S/C

1 BED 142 SF

1. FOR FINISH TYPES, SEE FINISH SCHEDULES 2. NOT USED

2'-0"

3'-6"

5'-10"

2'-8 1/2"

3'-11"

3'-2"

6'-0 1/2"

LT-01

6'-0 1/2"

LT-01

6'-0 1/2"

LT-01

3. CEILING @ STAIR & EMR., ELEC. CLOSET AND MECH. RM, TO BE EXPOSED CONCRETE. 4. ALL DUCT OFFSETS TO BE 2HR RATED W/ 3M(OR EQUAL)FIRE MASTER BLANKET.

5. ALL ACCESS DOOR LOCATIONS MUST BE APPROVED BY THE ARCHITECT DURING FINAL COORDINATION & SIGN OFF.

LT-01

4'-0 1/2"

2'-4 1/4"

3'-10 1/2"

2'-1 1/2"

4'-5 1/2"

120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936

SPRINKLER LEGEND:

2'-6"

3'-4 1/2"

7'-3 1/2"

2'-0"

7'-0"

1 BED 96 SF

2'-0"

LT-03

7'-0"

6'-5"

LT - 10 EM

3'-11"

LT-03

2'-0"

2'-10"

LT-03

TELEPHONE OUTLET @ 44" A.F.F.

5'-10"

LT-03

4'-1 1/2"

1'-5 1/2"

LT-03

3'-4"

ELECTRICAL / TELECOM CLOSET

7' - 11"

6'-5"

7' - 11"

5'-6 1/2"

LT-03

LT-01

2'-6"

LT-08

3'-8"

3'-4 1/2"

2'-0 1/2"

4'-5"

LT-03

5'-0"

3'-10"

S/C

1'-8"

3'-9"

1'-10"

1 BED 120 SF

4'-2"

2'-4"

LT - 10 EM

LT-03

Van Deusen Associates

DOORBELL @ 80" AFF. U.O.N.

S/C

LT-03

(212) 479-5400 - TEL (212) 479-5444 - FAX

LT-04

LT-08

3'-0"

LT-04

4'-0"

CANOPY LIGHT

TELEPHONE/DATA/CABLE OUTLET@ 18" AFF. U.O.N LT-03

LT-04

7' - 11"

21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001

SM/CO SMOKE/ CARBON MONOXIDE DETECTOR WALL MTD @ 6" BELOW BOTTOM OF SLAB

LT-08

LT-04

LT-03

2'-6"

5'-4 1/2"

LT-04

4'-2"

1'-6"

LT-08

TERRACE LIGHT

INT/FA INTERCOM+ FIRE ALARM ANNUNCIATOR, FLUSH MTD. @ 54" AFF.U.O.N.

LT-03

4'-8"

Geotechnical Consultants

Vertical Transportation Engineers

5'-0"

7' - 11"

LT-03

SCONCE

POWER LEGEND:

S/C

4'-0 1/2"

7' - 11"

3'-8 1/2"

7' - 11"

5'-7"

5'-6"

LT-03

5'-0 1/2"

4'-9"

LT-03

2'-6"

5'-6 1/2"

7' - 11" 5'-9 1/2" S/C

LT-03

4'-6"

10'-3"

5'-8 1/2"

LT-03

2 BED 151 SF

S/C

LT-03

1 BED 139 SF

LT-03

9' - 1"

S/C

LT-03

S/C

2'-10"

1 BED 93 SF

LT-03

8'-11 1/2"

3'-8"

LT-03

3'-8 1/2" 2'-5 1/2"

S/C

6'-6 1/2"

3'-9 1/2"

2'-1" 2'-0"

1 BED 106 SF

Langan

S/C

ADA UNIT (2BED) 192 SF

(516) 791-2600 - TEL

LINEAR COVE LIGHT

1 BED 103 SF

3'-11"

1 BED 112 SF

S/C

2' x 2' LED RECESSED

S/C

6. ALL ACCESS DOOR LOCATIONS FOR PLUMBING SHUT OFF'S MUST BE LOCATED IN THE PUBLIC CORRIDORS ONLY. LT-01

2'-10"

7. SPRINKLERS ARE SUGGESTED FOR DESIGN LAYOUT ONLY, FINAL PER APPROVED SHOP DRAWINGS. NOTES:

8. NO PROJECTIONS FROM THE FIRE STANDPIPE SHALL IMPEDE THE PATH OF EGRESS AS SHOWN. 9. ALL LIGHTS INDICATED AS (O.S) SHALL BE ON OCCUPANCY SENSORS.

11. NOT USED

12. PROVIDE DAYLIGHT SENSORS AND TIMERS FOR ALL EXTERIOR LIGHT FIXTURES.

CARBON MONOXIDE DETECTORS: 1. EACH DWELLING UNIT SHALL BE EQUIPPED WITH AN APPROVED CARBON MONOXIDE DETECTION DEVICE RECEIVING ITS PRIMARY POWER FROM A HARD WIRE SYSTEM.

SL Green Realty 2. SUCH CARBON MONOXIDE DETECTOR SHALL BE EITHER THE IONIZATION CHAMBER TYPE OR THE PHOTOELECTRIC TYPE. 3. ALL CARBON MONOXIDE DETECTORS MUST BE INSTALLED WITHIN 15 FEET OF THE ENTRANCE TO ANY SLEEPING RM., WALL OR CLG. MTD., AND INDICATED ON PLANS. 4. A CERTIFICATE OF SATISFACTORY INSTALLATION SHALL BE FILED WITH THE DIVISION OF CODE ENFORCEMENT 10 DAYS AFTER THE INSTALLATION IS COMPLETE.

11'-0"

9'-1"

7'-11"

NO DROP CEILING/PAINTED UOS ON DORM FLOORS

2 LAYER GWB CEILING W / ISOLATED HANGERS 2 HR. RATED GYPSUM SOFFIT

level 25 SCALE:

1/4" = 1'-0"

(212) 594-2700

15 Beekman 15 Beekman St. New York, NY 10038

25TH FLOOR REFLECTED CEILING PLAN 2' x 2' ACT TILE

New York, NY 10170

TITLE CEILING LEGEND :

25 LEVEL 25 303'-0"

420 Lexington Ave.

26 LEVEL 26 314'-9"

2/3/2021 11:56:09 AM

C:\Users\apostolache\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_apostolacheLBXAR.rvt

10. LIGHTING FIXTURE LAYOUTS FOR BACK OF HOUSE, STAIR, AND PARKING GARAGE LIGHTING DESIGN SHOWN FOR COORDINATION ONLY. SEE MEP DRAWINGS FOR FINAL DESIGN AND SPECIFICATION.

METAL PANEL SUSPENDED CEILING DROPPED GYPSUM BOARD CEILING HT. AS NOTED

DROPPED GYPSUM BOARD CEILING @ 9' 3" DROPPED GYPSUM BOARD CEILING @ 9' 6"

SCALE: 1/4" = 1'-0" DATE: PROJECT No: 20.102

DROPPED GYPSUM BOARD CEILING @ 8' 6" DROPPED GYPSUM BOARD CEILING @ 8' 10"

A-614 .00

ISMAEL LEYVA

FIXTURES /DEVICES LEGEND

A R C H I T E C T S,

P. C.

CAMERA - IP,FIXED DOME TYPE

SL GREEN REALITY CORP. CAMERA - IP, 360DG DOME TYPE, RECESSED DOWNLIGHT, SEE LIGHTING SCHEDULE

SCONCE LIGHT, SEE LIGHTING SCHEDULE

116 West 32nd Street New York, NY 10001

SURFACE MTD OR SUSPENDED FLUORESCENT LIGHTING FIXTURE, SEE LIGHTING SCHEDULE CEILING REGISTER

TOP REGISTER 1' x 4' SURFACE MOUNTED OR SUSPENDED LIGHT FIXTURE, SEE LIGHTING SCHEDULE 3" CEILING DOWNLIGHT

LT-07

RTU 1 LT-05

MGE Unified Technologies Corp. IT / Security / AV Engineers 116 West 32nd Street New York, NY 10001 (212) 643-9055 - TEL (212) 643-0503 - FAX

Newline Structures Construction Manager 512 7th Ave. New York, NY 10018 (212) 280-3019 - TEL

Thornton Tomasetti Structural Engineer

51 Madison Ave. New York, NY 10001

RECESSED LIGHT

(212) 532-2211 - TEL (212) 481-6108 - FAX

2' x 2' LED RECESSED

OUTSIDE AIR HOOD

LT-05

Howard I Shapiro & Associates Demolition

(516) 791-2600 - TEL

LT-05

EXHAUST AIR

LINEAR COVE LIGHT

Langan 17'-7 1/2"

7'-8 1/2"

17'-7 1/2"

9'-0"

RTU 2

SCONCE

Geotechnical Consultants

TERRACE LIGHT

21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001

CANOPY LIGHT

(212) 479-5400 - TEL (212) 479-5444 - FAX

POWER LEGEND: LT-05

LT-07

(212) 643-9055 - TEL (212) 643-0503 - FAX

266 Merrick Rd #310 Lynbrook, NY 11563

8'-10"

LT-07

MEP_ FP Engineers

SQUARED RECESSED DOWNLIGHT

2' x 4' LED RECESSED

6'-7"

LT-07

(212) 594-2700 - TEL

MGE

SURFACE MOUNTED LIGHT, SEE LIGHTING SCHEDULE

420 Lexington Ave New York, NY 10170

PENDANT LIGHT, SEE LIGHTING SCHEDULE

DOOR ROOM ENTRY LIGHT, SEE LIGHTING SCHEDULE

Developer

LT-05

Van Deusen Associates

LT-05

Vertical Transportation Engineers ACCU-10

7'-8 1/2"

INT/FA INTERCOM+ FIRE ALARM ANNUNCIATOR, FLUSH MTD. @ 54" AFF.U.O.N.

STPF-4

SM/CO SMOKE/ CARBON MONOXIDE DETECTOR WALL MTD @ 6" BELOW BOTTOM OF SLAB

MECHANICAL ROOM

LT-05

120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936 (973) 994-9220 - TEL (973) 994-2539 - FAX

TELEPHONE/DATA/CABLE OUTLET@ 18" AFF. U.O.N

LT-05 42

INTERCOM @ 54" AFF AND ONEWAY FIRE ALARM ANNUNCIATOR @6'-8" A.F.F.,BOTH FLUSH MTD.

7'-9"

MECHANICAL ROOF OPEN TO ABOVE

SPXF-2

LT-07

TELEPHONE OUTLET @ 44" A.F.F.

LT - 10 EM

5'-7"

LT - 10 EM

4'-2 1/2"

LT-07

12'-10 1/2" UPPER ZONE FIRE PUMP ROOM

UPPER ZONE FIRE PUMP ROOM

8 9

SPRINKLER LEGEND: LT-05

3'-9 1/2"

1'-9 1/2"

ELECTRICAL POWER OUTLET FOR DESIGN ONLY, SEE MEP DRAWINGS

3'-11"

3'-10"

LT-05

3'-9 1/2"

LT-05

DOORBELL @ 80" AFF. U.O.N.

1'-10 1/2"

EQ EQ

RXF-2

NO DATE REV ISSUE DOB OBJ. RESPONSE 1 08/17/2020 100% DESIGN DEVELOPMENT 2 08/28/2020 50% CD ISSUANCE 3 11/04/2020 80% CD ISSUANCE 4 11/24/2020 12/04/2020 DOB OBJ. RESPONSE 5 01/18/2021 100% CD BACKGROUND 6 100% CD ISSUANCE 7 01/29/2021

LT-05

PENDANT (CEILING OR FLUSH MOUNTED) SIDE WALL MOUNTED

ELECT DIST. ROOM

TYP. NOTES.

LT - 10 EM

12'-1 1/2"

4'-11 1/2"

LT-05

2'-9"

1. FOR FINISH TYPES, SEE FINISH SCHEDULES 2. NOT USED

LT-05

1'-10 1/2"

LT-05

13'-4 1/2"

2'-3"

5'-5 1/2"

LT-07

LT - 10 EM

3'-11"

3. CEILING @ STAIR & EMR., ELEC. CLOSET AND MECH. RM, TO BE EXPOSED CONCRETE. 4. ALL DUCT OFFSETS TO BE 2HR RATED W/ 3M(OR EQUAL)FIRE MASTER BLANKET.

5. ALL ACCESS DOOR LOCATIONS MUST BE APPROVED BY THE ARCHITECT DURING FINAL COORDINATION & SIGN OFF. 6. ALL ACCESS DOOR LOCATIONS FOR PLUMBING SHUT OFF'S MUST BE LOCATED IN THE PUBLIC CORRIDORS ONLY.

5'-1 1/2"

LT-05

LT-07

ELEVATOR LOBBY

14'-2 1/2"

LT-05

4'-9 1/2"

7. SPRINKLERS ARE SUGGESTED FOR DESIGN LAYOUT ONLY, FINAL PER APPROVED SHOP DRAWINGS. NOTES:

8. NO PROJECTIONS FROM THE FIRE STANDPIPE SHALL IMPEDE THE PATH OF EGRESS AS SHOWN. 9. ALL LIGHTS INDICATED AS (O.S) SHALL BE ON OCCUPANCY SENSORS. OVER RUN

OVER RUN

10. LIGHTING FIXTURE LAYOUTS FOR BACK OF HOUSE, STAIR, AND PARKING GARAGE LIGHTING DESIGN SHOWN FOR COORDINATION ONLY. SEE MEP DRAWINGS FOR FINAL DESIGN AND SPECIFICATION. 11. NOT USED

12. PROVIDE DAYLIGHT SENSORS AND TIMERS FOR ALL EXTERIOR LIGHT FIXTURES.

1. EACH DWELLING UNIT SHALL BE EQUIPPED WITH AN APPROVED CARBON MONOXIDE DETECTION DEVICE RECEIVING ITS PRIMARY POWER FROM A HARD WIRE SYSTEM.

ROOF 325'-9"

420 Lexington Ave. New York, NY 10170 (212) 594-2700

15 Beekman 15 Beekman St. New York, NY 10038

TITLE

26 LEVEL 26 314'-9"

10'-3"

7'-11"

26TH FLOOR REFLECTED CEILING PLAN

SCALE: 1/4" = 1'-0" DATE: PROJECT No: 20.102

2/2/2021 9:35:43 PM

C:\Users\cpark\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_cpark.rvt

CARBON MONOXIDE DETECTORS:

A-615 .00 1

level 26 SCALE:

1/4" = 1'-0"

ISMAEL LEYVA A R C H I T E C T S,

10'-2"

SL GREEN REALITY CORP. Developer

10" 8'-6"

9'-11" 4'-8" 8R

9'-3 1/4"

10"

Construction Manager 512 7th Ave. New York, NY 10018

10'-1 1/4"

4'-7 1/4" 8R

Newline Structures

Howard I Shapiro & Associates Demolition

10'-3 1/4"

11"

10'-0 1/4"

21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001

Van Deusen Associates

10'-10 1/4"

Vertical Transportation Engineers

DATE REV ISSUE 11/04/2020 50% CD ISSUANCE 11/24/2020 80% CD ISSUANCE 12/04/2020 DOB OBJ. RESPONSE 01/29/2021 100% CD ISSUANCE

10'-3 1/4" 3' - 6"

8" T.O. L. = + 60' - 3 1/8" 10'-10 1/4"

10'-8 3/4"

3' - 6"

NOTES:

11"

8'-10 1/2"

9'-8 1/4"

7'-6"

5'-0"

8'-10"

T.O. L. = + 49' - 11"

5'-2" 9R

8'-6"

T.O. L. = + 44' - 9"

9'-1 1/4"

2'-10" TYP.

5'-2" 9R

9'-8"

19'-6" 34 R

9'-3"

T.O. L. = + 39' - 7"

5'-0"

MTL STEEL GATE TO BE CONNECTED TO FA - FAIL SAFE

4'-7" 8R

10"

8'-8" 4'-8" 8R

21'-11" 9'-10"

420 Lexington Ave. New York, NY 10170 (212) 594-2700

T.O. L. = + 29' - 3 3/8"

8" 6'-3 1/2" 11 R

15 Beekman 15 Beekman St.

5'-0" 9R

Cellar 23' - 0"

3'-9" 10'-0" 18 R 9'-11"

STAIR A

New York, NY 10038

4'-8"

9'-11 3/4"

10'-7 1/2"

7'-6"

10"

5'-0"

SL Green Realty

9'-7 3/4"

5'-8 1/2" 10 R 12'-0" 21 R

T.O. L. = + 139' - 5"

5'-0" 8'-8"

level 1 35' - 0"

9'-1"

5'-11"

8'-6" 1/4" = 1'-0"

NO 1 2 3 4 5 6 7 8 9

11'-5 1/4" 11" 10'-0 1/4" 8"

5'-0"

T.O. L. = + 149' - 4"

4'-1" 7R SCALE:

5'-0" 10'-0 1/4"

9'-2"

5'-0"

4'-1" 7R WEST STAIR SECTION - 6TH TO 13TH FL

(973) 994-9220 - TEL (973) 994-2539 - FAX

11"

9'-8 1/2" 5'-0"

5'-0"

TITLE

T.O. L. = + 18' - 0"

VERTICAL CIRCULATION STAIR A

SCALE: 1/4" = 1'-0" DATE: PROJECT No: 20.102

10"

Sub Cellar 13' - 0"

A-700 .00

120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936

5'-0"

4'-7" 8R

4'-1" 7R

5'-0"

4'-8" 8R

9'-9"

9'-0"

level 6 121' - 4"

(212) 479-5400 - TEL (212) 479-5444 - FAX

5'-0"

5'-9 1/4" 10 R

8'-8" 10"

level 2 54' - 6"

5'-3" 9R

14'-0" 24 R

9" 9'-1"

T.O. L. = + 126' - 0"

(516) 791-2600 - TEL

Geotechnical Consultants

T.O. L. = + 167' - 5"

5'-3" 9R

14'-0" 24 R

9'-0" 9" 9'-0"

8'-6 1/4"

T.O. L. = + 253' - 9"

266 Merrick Rd #310 Lynbrook, NY 11563

Langan

5'-2 1/4" 9R 16'-8 1/2"

5'-9 1/4" 10 R

10" 9'-1" 5'-0"

4'-8" 8R

9" 8'-6 1/4" 8" 9'-1" 8"

level 7 135' - 4"

(212) 532-2211 - TEL (212) 481-6108 - FAX

11'-5 1/4"

51 Madison Ave. New York, NY 10001

5'-9 1/4" 10 R 4'-7 1/4" 8R

9'-3"

8'-8" 5'-3" 9R

4'-8" 8R

T.O. L. = + 177' - 4"

5'-3" 9R

14'-0" 24 R

9" 9'-0"

8" 9'-1"

T.O. L. = + 263' - 6"

Thornton Tomasetti

5'-9 1/4" 10 R

8'-6" 8" 4'-8" 8R

level 3 71' - 2 1/2"

4'-1" 7R

9'-1" 8" 9'-1"

Level 8 149' - 4"

(212) 280-3019 - TEL

Structural Engineer

6'-4" 11 R

16'-8 1/2"

7'-6"

T.O. L. = + 187' - 3"

5'-3" 9R

14'-0" 24 R 14'-0" 24 R

28'-6"

(212) 643-9055 - TEL (212) 643-0503 - FAX

5'-2 1/4" 9R 5'-9 1/4" 10 R

16'-8 1/2" 8" 3'-6"

10"

5'-0"

9R 8R 8R 8R

WEST STAIR SECTION - 13TH TO BULKHEAD

116 West 32nd Street New York, NY 10001

6'-4" 11 R

16'-8 1/2"

8" 9'-6" 9'-1"

8" 8'-8" 4'-1" 7R 4'-1" 7R

9'-1" 8" 9'-1" 8R 9R 8R

level 9 163' - 4"

level 15 238' - 10"

MGE Unified Technologies Corp.

5'-9 1/4" 10 R

9" 9'-9" 3'-6" 8" 7'-6"

level 4 87' - 11"

5'-0"

9R 9R

level 10 177' - 4"

level 16 248' - 7"

(212) 643-9055 - TEL (212) 643-0503 - FAX

T.O. L. = + 200' - 8"

5'-3" 9R

14'-0" 24 R 9" 9'-0"

5'-3" 9R

14'-0" 24 R

9" 9" 3'-6"

13'-8"

9'-0"

9'-9" 4'-8" 8R 3'-6" 6R

10'-0"

9'-7" 8R

level 11 191' - 4"

17 R @ 6.88" EACH 5'-2" 4'-7"

level 17 258' - 4"

17 R @ 6.88" EACH 5'-2" 4'-7"

level 5 104' - 7 1/2"

T.O. L. = + 195' - 5"

17 R @ 6.88" EACH 5'-2" 4'-7"

9'-9"

T.O. L. = + 214' - 8"

4'-8" 8R

9" 10'-0 3/4"

T.O. L. = + 322' - 5 7/8"

T.O. L. = + 273' - 3"

level 18 268' - 1"

9'-9"

level 13 219' - 4"

4'-1"

5'-10" 10 R

14'-0" 24 R

11'-0"

8" 10'-7" 8"

level 12 205' - 4" MTL STEEL GATE TO BE CONNECTED TO FA - FAIL SAFE

9'-9"

17 R @ 6.88" EACH 5'-2" 4'-7"

level 19 277' - 10"

9'-9"

9'-0"

9'-9"

8" 8'-6" 8" 5'-0 3/4"

10'-6 1/2"

10 R

T.O. L. = + 208' - 10"

0" 17 R @ 6.88" EACH 5'-2" 4'-7" 17 R @ 6.88" EACH 5'-2" 4'-7"

9'-9"

level 20 287' - 7"

level 14 229' - 1"

3'-8"

10 R

19 R @ 6.79" EACH 5'-1" 5'-8" 17 R @ 6.88" EACH 5'-2" 4'-7" 17 R @ 6.88" EACH 5'-2" 4'-7"

9'-9" 9'-9"

level 21 297' - 4"

116 West 32nd Street New York, NY 10001

4'-7" 8R 4'-0 1/4" 7R 5'-8 3/4" 10 R

10'-11"

11'-1"

9'-9" 17 R @ 6.88" EACH

10"

10'-0 3/4"

level 6 121' - 4"

11 R

21 R @ 6.71" EACH 6'-1 3/4" 5'-7 1/4"

11'-9" 10'-9" 9'-9" level 22 307' - 1"

MEP_ FP Engineers

IT / Security / AV Engineers

5'-2" 9R

9'-9" 17 R @ 6.88" EACH

10'-3"

8" 10'-8 1/2" 10 R 11 R

21 R @ 6.71" EACH 6'-1 3/4" 5'-7 1/4"

T.O. L. = + 126' - 0"

T.O. L. = + 333' - 8 7/8"

level 23 316' - 10"

C:\Users\apostolache\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_apostolacheLBXAR.rvt

9R 10 R

19 R @ 6.95" EACH 5'-9 1/2" 5'-2 1/2"

11'-0" 11'-9"

T.O. L. = + 345' - 5 7/8"

level 24 327' - 7"

2/2/2021 10:45:25 PM

level 15 238' - 10"

T.O. L. = + 356' - 10 1/2"

level 25 339' - 4"

1/4" = 1'-0"

(212) 594-2700 - TEL

5'-0"

MGE

level 26 351' - 1"

SCALE:

420 Lexington Ave New York, NY 10170

4'-1" 7R

15'-4 1/2"

level 7 135' - 4"

Roof 362' - 1"

P. C.

WEST STAIR SECTION - SUBCELLAR - 6TH FLR SCALE:

1/4" = 1'-0"

ISMAEL LEYVA A R C H I T E C T S,

T.O. L. = + 220' - 5 3/4"

P. C.

SL GREEN REALITY CORP. Developer

420 Lexington Ave New York, NY 10170 (212) 594-2700 - TEL

level 13 219' - 4"

MGE

MEP_ FP Engineers

3'-11 1/4"

6'-5" 7 TREADS & 8 RISERS

116 West 32nd Street New York, NY 10001

3'-9 1/2"

(212) 643-9055 - TEL (212) 643-0503 - FAX

T.O. L. = + 215' - 3"

MGE Unified Technologies Corp. IT / Security / AV Engineers

10'-1 1/4" 11 TREADS & 12 RISERS

20'-3"

5'-1"

9'-3"

T.O. L. = + 210' - 7"

(212) 643-9055 - TEL (212) 643-0503 - FAX

14'-0" 24 EQ RISERS @ 7" EACH

9'-2 3/4"

116 West 32nd Street New York, NY 10001

Newline Structures Construction Manager 512 7th Ave. New York, NY 10018 (212) 280-3019 - TEL

Thornton Tomasetti Structural Engineer

12'-9 1/4"

51 Madison Ave. New York, NY 10001

4'-7"

3'-6" TYP

2'-10" TYP

(212) 532-2211 - TEL (212) 481-6108 - FAX

Howard I Shapiro & Associates

MTL STEEL GATE TO BE CONNECTED TO FA - FAIL SAFE

Demolition

266 Merrick Rd #310 Lynbrook, NY 11563 (516) 791-2600 - TEL

level 12 205' - 4"

Langan

Geotechnical Consultants 21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001 (212) 479-5400 - TEL (212) 479-5444 - FAX

Van Deusen Associates

10'-1 1/4" 11 TREADS & 12 RISERS

(973) 994-9220 - TEL (973) 994-2539 - FAX

M2a

1206

M2a

5'-10 3/4"

24 R @ 7"

9'-0 1/2"

M2a

TYPICAL 3'-6" GUARDRAIL

5'-0"

5'-1"

120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936

M2a

4'-1"

13'-2"

T.O. L. = + 198' - 4"

14'-0" 24 EQ RISERS @ 7" EACH

Vertical Transportation Engineers

5'-0"

3'-9"

2'-10" TYP 3'-6" TYP

TYPICAL 2'-10" HANDRAIL G1202

1 12

5'-0"

11"

11" 10 1/2"

8'-0 1/2"

3'-9"

DATE REV ISSUE 08/28/2020 100% DESIGN DEVELOPMENT 11/04/2020 50% CD ISSUANCE 11/24/2020 80% CD ISSUANCE 12/04/2020 DOB OBJ. RESPONSE 01/29/2021 100% CD ISSUANCE

5'-0"

5'-10 1/4"

13'-4"

level 11 191' - 4"

1'-0 3/4"

NO 1 2 3 4 5 6 7 8 9

27'-11 1/2"

10'-4 3/4"

10'-1 1/4" 11 TREADS & 12 RISERS

5'-0"

1'-0 3/4" 11"

11"

5'-0"

11"

T.O.S. EL = + 205' - 4" 11"

11"

11" 1'-0"

11'-10 3/4"

3'-11 3/4"

11'-3 1/4"

11'-3 5/8" 14

5'-0"

14'-0" 24 EQ RISERS @ 7" EACH

13'-2"

5'-1"

T.O.S. EL = + 198' - 4"

3'-6" GUARDRAIL 2'-10" HANDRAIL

T.O. L. = + 184' - 4"

5'-10 3/4" TYPICAL 3'-6" GUARDRAIL TYPICAL 2'-10" HANDRAIL

Stair C 12th Floor Plan SCALE:

1/2" = 1'-0"

11"

6'-6" R5

(212) 594-2700

5'-0"

T.O.S. EL = +177' - 4"

1'-0"

11"

11" 1'-0"

TITLE

0" 5'-

11"

15 Beekman 15 Beekman St.

5'-0 1/2"

M2a

New York, NY 10038 16

level 9 163' - 4"

New York, NY 10170

10 1/4" 13

5' -0 "

2'-10" TYP 3'-6" TYP

T.O.S. EL = +170' - 4"

420 Lexington Ave.

9" 3'-

5'-0"

21'-1"

10'-0 3/4"

1007

11'-2 1/4"

5'-0"

SL Green Realty

D2a

5'-0"

'-0"

14'-0" 24 EQ RISERS @ 7" EACH

13'-2"

T.O. L. = + 170' - 4"

2'-10"

3'-6"

21'-7"

0" 5'-

2/2/2021 10:46:21 PM

C:\Users\apostolache\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_apostolacheLBXAR.rvt

level 10 177' - 4"

13'-4"

2'-10" HANDRAIL 3'-6" GUARDRAIL

NOTES:

VERTICAL CIRCULATION STAIR C 5'-6"

SCALE: 1/2" = 1'-0" DATE: PROJECT No: 20.102

A-713 .00 3

Stair C 9th-11th Floor Plan SCALE:

1/2" = 1'-0"

7'-10"

1'-6"

6" 7"

7'-10"

1'-6"

6" 7"

ISMAEL LEYVA

D2b

P. C.

A R C H I T E C T S,

M2a

1'-0"

3'-9"

Developer

3'9"

420 Lexington Ave New York, NY 10170

R R

1'-0" 2'-10"

3'-6"

3'-9"

1'-0"

3'-

(212) 594-2700 - TEL

1'-0"

T.O.S. EL = +356' - 10 1/2"

MGE

MEP_ FP Engineers 116 West 32nd Street New York, NY 10001

(212) 643-9055 - TEL (212) 643-0503 - FAX

8'-3" 9 TREADS & 10 RISERS

4'-8" M2a

MGE Unified Technologies Corp. IT / Security / AV Engineers

16'-8"

116 West 32nd Street New York, NY 10001 (212) 643-9055 - TEL (212) 643-0503 - FAX

7'-4"

9'-1"

D2b

16'-8"

8'-3"

16'-8"

11'-0" 19 EQ RISERS @ 6.95" EACH

5'-6"

4'-8"

2402

4'-8"

2601

Roof 362' - 1"

SL GREEN REALITY CORP.

T.O.S. EL = +327' - 7"

T.O.S. EL = +351' - 1"

Newline Structures Construction Manager 512 7th Ave. New York, NY 10018

1'-0" 3'9" R

3'-10"

Structural Engineer

51 Madison Ave. New York, NY 10001

3'-10"

1'-0" 3'-9"

3'-9"

9" 3'-

level 25 339' - 4"

Thornton Tomasetti

3'9"

1'-0"

level 26 351' - 1"

1'-0"

(212) 280-3019 - TEL

(212) 532-2211 - TEL (212) 481-6108 - FAX

T.O.S. EL = +322' - 5 7/8"

T.O.S. EL = +345' - 5 7/8"

Howard I Shapiro & Associates Demolition

1'-6"

266 Merrick Rd #310 Lynbrook, NY 11563 (516) 791-2600 - TEL

Langan 6" 2'-10"

3'-6"

T.O.S. EL = +333' - 8 7/8"

9'-2" 10 TREADS & 11 RISERS

11'-9"

3'-9"

7'-10"

1'-6"

6" 7"

Stair A - Main Roof Plan SCALE:

1/2" = 1'-0"

7'-10"

1'-6"

7'-10"

1'-6"

Geotechnical Consultants

6" 7"

21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001

Stair A - 24th Floor Plan SCALE:

(212) 479-5400 - TEL (212) 479-5444 - FAX

1/2" = 1'-0"

Van Deusen Associates 6"

1'-2 1/2"

Vertical Transportation Engineers

7'-10"

D2b

1584

TYPICAL 2'-10" HANDRAIL

120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936

6" 7"

(973) 994-9220 - TEL (973) 994-2539 - FAX

D2b

TYPICAL 3'-6" GUARDRAIL

1'-6"

9" 3'-

3'-9"

3' -9 " R

5'-7"

level 24 327' - 7"

T.O.S. EL = +229' - 1" 3310

1'-0"

" -9 3'

6'-6"

R R

5'-6"

T.O.S. EL = +316' - 10"

3'-9"

NO DATE REV ISSUE 100% CD ISSUANCE 1 01/29/2021 2 3 4 5 6 7 8 9

3'-9" UP

1'-0"

T.O.S. EL = +322' - 5 7/8"

13 14

12 13

11 12

9" 3'-

D2b

3'-9"

1'-6"

" '-9

3'9"

T.O.S. EL = +225' - 0 7/8"

1'-6"

7'-10"

10 11

1'-6"

Stair A - 23rd Floor Plan SCALE:

1/2" = 1'-0"

Stair A - 14th Floor Plan SCALE:

1/2" = 1'-0"

7'-10"

3" 1'-3"

3'-9" 5" 1'-1"

7'-4" 8 TREADS & 9 RISERS

9 1/2"

5" 1'-1"

3'-6" 2'-10"

3'-9"

9" 3'17

420 Lexington Ave.

3'-9"

New York, NY 10170

2'-1"

(212) 594-2700

9'-9"

17'-7"

SL Green Realty

6'-5"

3'-9"

15 Beekman 15 Beekman St. DN

New York, NY 10038

13'-8"

C2a

1'-3"

VERTICAL CIRCULATION STAIR A

SCALE: 1/2" = 1'-0" DATE: PROJECT No: 20.102

GFCI

T.O.S. EL = +219' - 4"

1'-6"

T.O.S. EL = +214' - 8"

4'-9" 7'-5"

3'-10"

9'-2"

6'-5" 7 TREADS & 8 RISERS

TITLE

4'-8" 8 EQ RISERS @ 7" EACH

2'-10"

1'-0"

level 13 219' - 4"

STAIR A SECTION - 13TH-14TH, 23RD-24TH, ROOF SECTION

1'-0"

8'-5"

8'-3" 9 TREADS & 10 RISERS

3'-6"

2'-10"

3'-9"

3'9"

3'-9"

T.O.S. EL = +214' - 8"

3'-6"

9'-9" 17 EQ RISERS @ 6.88" EACH

14 15

NOTES:

7'-5"

1/2" = 1'-0"

5'-6" 1'-0"

1'-0"

3'-9"

level 14 229' - 1"

SCALE:

15 16

14'-10"

D2a

7'-4"

" -9 3'

T.O.S. EL = +234' - 3"

T.O.S. EL = +225' - 0 7/8"

16 17

3'-9"

14'-10"

16'-8"

T.O.S. EL = +312' - 3"

level 15 238' - 10"

9'-9" 17 EQ RISERS @ 6.88" EACH

level 23 316' - 10"

C:\Users\apostolache\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_apostolacheLBXAR.rvt

2/2/2021 10:47:25 PM

7'-5"

4'-7"

D2b

6'-5"

8'-3" 9 TREADS & 10 RISERS

16'-8"

3'-10"

3'-6" 2'-10"

10'-9" 19 EQ RISERS @ 6.79" EACH

'-9"

Stair A - 13th Floor Plan SCALE:

1/2" = 1'-0"

A-718

TYPICAL NOTES & DETAILS

ISMAEL LEYVA A R C H I T E C T S,

P. C.

PARTITION TYPES NOMENCLATURE LINE OF SLAB OR BEAM ABOVE

LINE OF SLAB OR BEAM ABOVE

LINE OF SLAB OR BEAM ABOVE LINE OF SLAB OR BEAM ABOVE 1/4" THK. 4"X4"X6"L GALV STEELANGLE @ 4'-0" O.C. ALTERNATING SIDES FOR LATERAL RESTRAINT

HEAD

1/4" THK. 4"X4"X6"L GALV STEEL ANGLE @ 4'-0" O.C. ALTERNATING SIDES FOR LATERAL RESTRAINT

HEAD

ACOUSTICAL/FIRESTOP SEALANT

1/4" THK. 4"X4"X6"L GALV STEELANGLE @ 4'-0" O.C. ALTERNATING SIDES FOR LATERAL RESTRAINT

HEAD ACOUSTICAL/FIRESTOP SEALANT

COMPRESSIBLE FILLER & FIRE STOP SEALANT

FILL CELLS W/ REINFORCING SOLID WITH GROUT.

1/4" THK. 4"X4"X6"L GALV STEEL ANGLE @ 4'-0" O.C. ALTERNATING SIDES FOR LATERAL RESTRAINT

HEAD

ACOUSTICAL/FIRESTOP SEALANT

COMPRESSIBLE FILLER & FIRE STOP SEALANT

FILL CELLS W/ REINFORCING SOLID WITH GROUT.

FILL CELLS W/ REINFORCING SOLID

RATING GYPSUM PANEL TYPE

CHASE WALL

UNRATED

ABUSE RESISTANT

DRY WALL

1 HOUR RATED

CEMENT BOARD

FURRING @ EXTERIOR WALL

2 HOUR RATED

FIRE RESISTANT

FURRING WALL

3 HOUR RATED

SHAFT LINER

SHAFT WALL

4 HOUR RATED

REGULAR

LOW PARTITION

TILE OVER CEMENT BOARD

MASONRY (CMU WALL)

ULTRACODE CORE 3/4"

VHI PANEL

WATER/MOLD RESISTANT

TAG REFERENCE SYSTEM PARTITION TYPE

FILL CELLS W/ REINFORCING SOLID WITH GROUT

FIRE RATING TYPE

XY.Z

VERTICAL REINFORCEMENT SEE STRUCTURAL DWGS

VERTICAL REINFORCEMENT REFER TO STRUCTURAL DWGS

HORIZONTAL REINFORCEMENT @ 16" O.C. VERTICAL (TYP) REFER TO STRUCTURAL DWG

BASE

NOTE: PROVIDE 4" TALL NOM. STARTER CMU AS REQ'D

DOWEL VERT. REINF. INTO CONC. FLOOR SLAB (TYP.)

BASE AND FLOOR FINISH AS SCHEDULED

BASE

420 Lexington Ave New York, NY 10170 (212) 594-2700 - TEL

MGE

MEP_ FP Engineers 116 West 32nd Street New York, NY 10001

BASE AND FLOOR FINISH AS SCHEDULED

REFER TO STRUCTURAL DRAWINGS FOR LATERAL DESIGN

1. ALL GYPSUM PANELS U.O.N. SHALL BE 5/8 THK. USG FIRE RESISTANT CORE TYPE 'C' PANELS.

Newline Structures

4. ALL BATT INSULATION SHALL BE THERMAFIBER SAFB (4 PCF) OR APPROVED EQUIVALENT U.O.N.

REFER TO STRUCTURAL DRAWINGS FOR LATERAL DESIGN

116 West 32nd Street New York, NY 10001 (212) 643-9055 - TEL (212) 643-0503 - FAX

3. ALL FIRE RATED PARTITION ASSEMBLIES SHALL RUN FROM TOP OF STRUCTURAL CONCRETE SLAB TO BOTTOM OF STRUCTURAL CONCRETE SLAB OR TO THE UNDERSIDE OF A HORIZONTAL FIRE RATED ASSEMBLY.

5 5/8"

7 5/8"

IT / Security / AV Engineers

TYPICAL NOTES:

2. ALL GYPSUM PANELS ON BATHROOM SIDE / WET SIDE OF A PARTITION SHALL BE WATER, MOISTURE & MOLD RESISTANT GYPSUM PANELS OR CEMENT/TILE BACKER BOARD. USE WATER/MOLD RESISTANT FIRE RESISTANT TYPE 'C' PANELS ON BATHROOM SIDES OF FIRE RATED DEMISING PARTITIONS.

NOTE: PROVIDE 4" TALL NOM. STARTER CMU AS REQ'D

DOWEL VERT. REINF. INTO CONC. FLOOR SLAB (TYP.)

BASE AND FLOOR FINISH AS SCHEDULED

9 5/8"

REFER TO STRUCTURAL DRAWINGS FOR LATERAL DESIGN

BASE

NOTE: PROVIDE 4" TALL NOM. STARTER CMU AS REQ'D

DOWEL VERT. REINF. INTO CONC. FLOOR SLAB (TYP.)

BASE AND FLOOR FINISH AS SCHEDULED

7 5/8"

6" NOMINAL CMU (5 5/8" W X 7 5/8" H X 15 5/8"L)

8" NOMINAL CMU (7 5/8" W X 7 5/8" H X 15 5/8"L)

NOTE: PROVIDE 4" TALL NOM. STARTER CMU AS REQ'D

DOWEL VERT. REINF. INTO CONC. FLOOR SLAB (TYP.)

HORIZONTAL REINFORCEMENT @ 16" O.C. VERTICAL (TYP) SEE STRUCT. DWGS.

HORIZONTAL REINFORCEMENT @ 16" O.C. VERTICAL (TYP) SEE STRUCTURAL DWG

10" NOMINAL CMU (9 5/8" W X 7 5/8" H X 15 5/8"L)

8" NOMINAL CMU (7 5/8" W X 7 5/8" H X 15 5/8"L)

Developer

MGE Unified Technologies Corp. PARTITION SUB-TYPE

HORIZONTAL REINFORCEMENT @ 16" O.C. VERTICAL (TYP) SEE STRUCTURAL DWG

SL GREEN REALITY CORP.

(212) 643-9055 - TEL (212) 643-0503 - FAX

VERTICAL REINFORCEMENT REFER TO STRUCTURAL DWGS

WALL TYPE

Construction Manager 512 7th Ave. New York, NY 10018 (212) 280-3019 - TEL

Thornton Tomasetti Structural Engineer

51 Madison Ave. New York, NY 10001 (212) 532-2211 - TEL (212) 481-6108 - FAX

Howard I Shapiro & Associates 5. STEEL STUDS SHALL BE GALVANIZED STEEL 20 GA STUDS (U.O.N.) AND SPACED @ 16" O.C. MAX. (U.O.N.).

M3.b

3HR

REMARKS

WALL TYPE

DRYWALL

CONCRETE BLOCK MASONRY 8" NOM.

FIRE RATING

U905

STC RATING

2 HR

REMARKS

WALL TYPE

ACOUSTICAL

CHASE

CONCRETE BLOCK MASONRY 10" NOM.

M2.c

TYP. LOCATION - SEE PLANS

UL DES. NO.

FIRE RATING

U905

STC RATING

2HR

REMARKS

WALL TYPE

MASONRY (CMU WALL)

CONCRETE BLOCK MASONRY 8" NOM.

M2.b

TYP. LOCATION - BETW EXIT STAIRS IN SCISSOR STAIR SHAFT

UL DES. NO.

SHAFT-SIDE

ONE (1) LAYER 1" T & G GYPSUM COREBOARD

FLOOR-SIDE

ONE (1) LAYER 1" T & G GYPSUM COREBOARD GALVANIZED STEEL J-RUNNER WITH FASTENERS 16" O.C. CONTINUOUS PERIMETER SEALANT - REFER TO SPECS.

1" MAX.

LINE OF SUSPENDED CEILING REFER TO RCP

HEAD

(2) LAYERS 5/8" FIRE CODE CORE TYPE 'C' GYPSUM PANELS. 2 1/2" 20 GA STEEL C-H STUDS, 24" O.C. FULL HEIGHT UP TO UNDERSIDE OF SLAB ABOVE 1 LAYER 1" GYPSUM SHAFT LINER PANEL FULL HEIGHT TO UNDERSIDE OF SLAB ABOVE.

PLAN

SHAFT-SIDE

FLOOR-SIDE GALVANIZED STEEL J-RUNNER WITH FASTENERS 16" O.C. CONTINUOUS PERIMETER SEALANT - REFER TO SPECS.

1" MAX.

BASE AND FLOOR FINISH AS SCHEDULED

BASE

1.5" SOUND ATTENUATION FIRE BLANKET

2 1/2" 20 GA C-H STUDS @ MAX. 24" O.C.- MAX HT = 12'-1" (10 PSF AIR PRESSURE)

ONE (1) LAYER GYPSUM WALLBAORD EACH SIDE OF GYPSUM COREBOARD

CONTINUOUS PERIMETER SEALANT - REFER TO SPECS.

HEIGHT/SPAN LIMITATIONS:

PLAN

HEIGHT/SPAN LIMITATIONS:

(2) LAYERS 5/8" FIRE CODE CORE TYPE 'C' GYPSUM PANELS. INNER LAYER SHALL BE IMPACT CLASSIFICATION LEVEL 2 PER ASTM C1629 4" 20 GA STEEL C-H STUDS, 24" O.C. FULL HEIGHT UP TO UNDERSIDE OF SLAB ABOVE 1 LAYER 1" GYPSUM SHAFT LINER PANEL FULL HEIGHT TO UNDERSIDE OF SLAB ABOVE.

4" 20 GA C-H STUDS @ MAX. 24" O.C. - MAX HT = 14'-11" (10 PSF AIR PRESSURE) 4" 20 GA C-H STUDS @ MAX. 24" O.C. - MAX HT = 18'-9" (5 PSF AIR PRESSURE)

2.5" SOUND ATTENUATION FIRE BLANKET

CORRIDOR SIDE

1 1/2" GAS RISER

20 GAUGE STUDS LIMITING HEIGHTS BASED ON L/240 DEFLECTION 6. ALL DRYWALL FRAMING SHOULD BE PROVIDED TO ACCOMMODATE A MAX. DEFLECTION OF L/240 AND DESIGN LOAD OF 5 PSF, U.O.N. WHERE INTERIOR CLADDING IS PROVIDED, ALL FRAMING & OTHER SUPPORT MEMBERS SHALL BE PROVIDED AS REQUIRED TO LIMIT WALL DEFLECTIONS PER CLADDING (TO BE COORDINATED BY GC WITH CLADDING INSTALLER).

LINE OF SLAB OR BEAM ABOVE CONTINUOUS PERIMETER SEALANT AND TAPE - REFER TO SPECS.

HEAD

LINE OF SUSPENDED CEILING,REFER TO RCP. 1 LAYER 1" SHEET ROCK BRAND GYPSUM LINER PANEL FULL HEIGHT TO SLAB

9. HORIZONTAL MOVEMENT ALLOWANCES FOR PARTITIONS & STUD FRAMING ALL STUD FRAMING AND PARTITION ASSEMBLIES SHALL BE DESIGNED AND INSTALLED TO ACCOMMODATE THE FOLLOWING FLOOR TO FLOOR LATERAL DRIFTS/HORIZONTAL MOVEMENTS DUE TO WIND AND/OR SEISMIC ACTION:

INTERIOR FURRING. REFER TO PLANS

EXHAUST DUCT SLAB OPENING

FOR PARTITION HEIGHTS <10'-0"= 1/2" HORIZ. MOVEMENT FOR PARTITION HEIGHTS >10'-0"= 5/8" HORIZ. MOVEMENT

10. ADDITIONAL BACKING WITH PLYWOOD OR STEEL REINFORCEMNT SHALL BE PROVIDED AS REQUIRED AND AND SPECIFIED AT WALL LOCATIONS WHERE MILLWORK CABINETS OR OTHER HEAVY FINISH CLADDING IS INDICATED ON THE DRAWINGS AND/OR SPECIFICATIONS.

PLAN

7/8" X 1 3/8" 24 GA. GALV. BRACING 5'-0" O.C. WHERE SHAFT DIM. IS GREATER THAN 2'-0" 1 LAYER OF 5/8" FIRE CORE TYPE "X" GYP. BD. EACH SIDE

Langan

Geotechnical Consultants 21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001 (212) 479-5400 - TEL (212) 479-5444 - FAX

Van Deusen Associates

Vertical Transportation Engineers 120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936 (973) 994-9220 - TEL (973) 994-2539 - FAX

2 1/4"

BY PASS GYP. BD (SEE PLAN FOR LOC.)

7/8" X 1 3/8" ANGLE RUNNER

BASE AND FLOOR FINISH AS SCHEDULED

BASE

7. THE LMITING HEIGHT/SPAN INFORMATION ON THESE DRAWINGS IS FOR REFERENCE ONLY. CONSULT CURRENT INFORMATION FROM ASTM C754 AND SSMA STEEL STUD MANUFACTURERS FOR LIMITING HEIGHTS CHARACTERISTICS OF THEIR PARTICULAR PRODUCTS. ANY CHANGES IN FRAMING AN/OR PARTITION SIZES/WIDTHS REQUIREDTO ACCOMMODATE HIGHER SPANS/HEIGHTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION.

2 1/2" GALVANIZED STEEL J-RUNNER WITH FASTENERS 24" O.C.

LINE OF SLAB OR BEAM ABOVE

GALVANIZED STEEL 2 1/2" J-RUNNER WITH FASTENERS 16" O.C.

LINE OF SUSPENDED CEILING REFER TO RCP

APARTMENT SIDE

2 HR

(516) 791-2600 - TEL

REMARKS

CONTINUOUS FIRE-PROOF SLEALANT TO STEEL RUNNER @ INNER LAYER OF GWB

CONTINUOUS PERIMETER SEALANT - REFER TO SPECS.

HEAD

U905

STC RATING

TYP. LOCATION - SEE PLANS

LINE OF SLAB OR BEAM ABOVE GALVANIZED STEEL 4" J-RUNNER WITH FASTENERS 16" O.C.

FIRE RATING

CONCRETE BLOCK MASONRY 6" NOM.

M2.a

TYP. LOCATION - SEE PLANS

CONTINUOUS FIRE-PROOF SLEALANT TO STEEL RUNNER @ INNER LAYER OF GWB

UL DES. NO.

1/4" HEIGHT 2'-6" MAX.

U905

STC RATING

5'-0" O.C. MAX.

FIRE RATING

266 Merrick Rd #310 Lynbrook, NY 11563

NO 1 2 3 4 5 6 7 8 9

1/4 HEIGHT 2'-6" MAX.

CHASE

UL DES. NO.

2 1/4"

WALL TYPE

Demolition

SEE FINISH SCHEDULE FOR FINISH FLOOR AND BASE

BASE

5 1/4" 3 3/4"

6" NOM

SHEET METAL DUCT

4" NOM NOTE :

CONC. SLAB

4" 20 GA C-H STUDS @ MAX. 24" O.C. - MAX HT = 18'-9" (5 PSF AIR PRESSURE) REQUIRED AROUND SHAFTS, EXCLUDING ELEVATORS' ON FLOORS WHERE CLEAR HEIGHT EXCEEDS 14FT11IN.

WALL TYPE

UL DES. NO.

FIRE RATING

SHAFTWALL

STC RATING -

REMARKS -

GAS RISER ENCLOSURE

WALL TYPE SHAFTWALL

UL DES. NO. U415

FIRE RATING

STC RATING 48

2 HR

REMARKS

WALL TYPE

UL DES. NO.

FIRE RATING

IMPACT RESIST.

SHAFTWALL

U415 SYSTEM E

2 HR

2 HR SHAFT WALL IMPACT RESISTANT

H2.c

TYP. LOCATION - FIRE RATED PARTITION

REMARKS

WALL TYPE SHAFTWALL

2 HR SHAFT WALL

H2.b

TYP. LOCATION - AT STAIR AND ELEVATOR SHAFTS

STC RATING

U529

FIRE RATING

STC RATING

REMARKS

2 HR

2 HR SHAFT WALL

H2.a

TYP. LOCATION - SEE PLANS

UL DES. NO.

NOTES:

TYP. LOCATION - AROUND DUCT RISERS WITHIN APTS

GALVANIZED STEEL RUNNER TOP AND BOTTOM WITH FASTENERS 16" O.C.

LINE OF SLAB OR BEAM ABOVE

CONTINUOUS FIRE-PROOF SEALANT TO STEEL RUNNER @ INNER LAYER OF GWB

CONTINUOUS PERIMETER SEALANT-REFER TO SPECS.

1 LAYER 5/8" GYPSUM PANEL 20 GA. 3 5/8" STEEL STUD, 16" O.C.

1 LAYER 5/8" GYPSUM PANEL

STEEL STUDS FULL HEIGHT UP TO UNDERSIDE OF SLAB ABOVE

PLAN STEEL STUDS FULL HEIGHT UP TO UNDERSIDE OF SLAB ABOVE

PLAN 5/8" GYPSUM PANEL CROSS BRACING GUSSET 12" HIGH 48" O.C. MAX OR STEEL RUNNER BRACES

CONTINUOUS PERIMETER SEALANT - REFER TO SPECS.

CONTINUOUS PERIMETER SEALANT-REFER TO SPECS.

GALVANIZED STEEL RUNNER WITH FASTENERS 16" O.C.

BASE AND FLOOR FINISH AS SCHEDULED

BASE

LINE OF SUSPENDED CEILING REFER TO RCP

HEAD

2 LAYERS 5/8" FIRE RESISTANT GYPSUM CORE TYPE C GYPSUM PANEL

20 GA. 2 1/2" STEEL STUDS @ MAX. 24" O.C. FULL HEIGHT UP TO UNDERSIDE OF SLAB ABOVE

5/8" GYPSUM PANEL CROSS BRACING GUSSET 12" HIGH 48" O.C. MAX OR STEEL RUNNER BRACES

CONTINUOUS PERIMETER SEALANT-REFER TO SPECS.

CONTINUOUS PERIMETER SEALANT-REFER TO SPECS. BASE AND FLOOR FINISH AS SCHEDULED

PLAN

2.5" THK SOUND ATTENUATING BATT INSULATION BOTH SIDES OF CHASE WALL BETWEEN STUDS

BASE AND FLOOR FINISH AS SCHEDULED

GALVANIZED STEEL RUNNER WITH FASTENERS 16" O.C.

BASE

4 7/8"

CONTINUOUS PERIMETER SEALANT - REFER TO SPECS.

CONTINUOUS PERIMETER SEALANT - REFER TO SPECS. FIRE STOP PIPING AT CONC. FLOOR SLAB (TYP.)

NOTE: 1 - REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION. TYPICAL LOW PARTITION TO BE AS FOLLOWS: SEE KITCHEN DETAILS FOR HEIGHT, WIDTH AND THICKNESS OF STEEL STUDS AND FINISHES REQ'D.

WALL TYPE

UL DES. NO.

FIRE RATING

REMARKS

LOW PARTITION TYP. LOCATION - @ PASS THRU KITCHENS

FIRE STOP PIPING AT CONC. FLOOR SLAB (TYP.)

GALVANIZED STEEL RUNNER TOP AND BOTTOM WITH FASTENERS 16" O.C. LINE OF SUSPENDED CEILING REFER TO RCP

LINE OF SUSPENDED CEILING REFER TO RCP

2.5" THK SOUND ATTENUATING BATT INSULATION ON ONE SIDE OF CHASE WALL BETW. STUDS

HEAD

2 LAYERS 5/8" FIRE RESISTANT GYPSUM CORE TYPE C GYPSUM PANEL

20 GA. 2 1/2" STEEL STUDS @ MAX. 24" O.C. FULL HEIGHT UP TO UNDERSIDE OF SLAB ABOVE

5/8" GYPSUM PANEL CROSS BRACING GUSSET 12" HIGH 48" O.C. MAX OR STEEL RUNNER BRACES

PLAN

BASE AND FLOOR FINISH AS SCHEDULED

BASE

FIRE STOP PIPING AT CONC. FLOOR SLAB (TYP.)

VARIES (REFER TO PLANS 8 1/2" MIN.)

WALL TYPE CHASE WALL

C0.a

UL DES. NO. -

FIRE RATING UNRATED

STC RATING -

UNRATED CHASE PIPE/CONDUIT TYP. LOCATION - WITHIN APARTMENTS

REMARKS -

WALL TYPE CHASE

C2.b

UL DES. NO. U420

FIRE RATING

STC RATING

2 HR

2 HR CHASE ACOUSTICAL TYP. LOCATION - BETWEEN APT/APT OR APT/CORRIDOR

REMARKS ACOUSTICAL

WALL TYPE CHASE

C2.a

UL DES. NO. U420

SL Green Realty 420 Lexington Ave. New York, NY 10170 (212) 594-2700

15 Beekman 15 Beekman St. New York, NY 10038

CONTINUOUS PERIMETER SEALANT-REFER TO SPECS.

GALVANIZED STEEL RUNNER WITH FASTENERS 16" O.C. CONTINUOUS PERIMETER SEALANT - REFER SPECS.

BASE AND FLOOR FINISH AS SCHEDULED

TITLE

BASE

PARTITION TYPES - H & M

VARIES (REFER TO PLANS 8 1/2" MIN.)

SCALE: As indicated DATE: PROJECT No: 20.102

AT BATHROOM SIDE - PROVIDE 1 LAYER OF 5/8" WATER/MOLD RESISTANT GYPSUM PANEL ON INTERIOR SIDE OF BATHROOM. USE 1/2" CEMENT BOARD INSTEAD OF WATER/MOLD RESISTANT GYPSUM PANEL AROUND BATHTUB AND SHOWER ENCLOSURES.

STC RATING

BASE AND FLOOR FINISH AS SCHEDULED

VARIES (REFER TO PLANS)

CHASE WALL @ RESIDENTIAL KITCHEN SINK (PASS THROUGH)

CONTINUOUS PERIMETER SEALANT- REFER TO SPECS.

GALVANIZED STEEL RUNNER TOP AND BOTTOM WITH FASTENERS 16" O.C.

1 5/8" STUD (20 GA) @ 16" O.C. - MAX. HT. = 9'-8" 2 1/2" STUD (20 GA) @ 24" O.C. - MAX. HT. = 11'-6" 2 1/2" STUD (20 GA) @ 16" O.C. - MAX HT. = 12'-10" 20 GA 30 MIL) 3 5/8" STUDS @ 12" O.C. - MAX HT. = 20'-5"

1 LAYER 5/8" GYPSUM PANEL, U.O.N.

LINE OF SLAB OR BEAM ABOVE

FIRE STOP PIPING AT CONC. FLOOR SLAB (TYP.)

CONTINUOUS PERIMETER SEALANT- REFER TO SPECS.

HEIGHT/SPAN LIMITATIONS

BETWEEN STUDS PROVIDE HORIZ. BRACE TRACK @ LINE OF CLG. (TYP.)

2 1/2" STUD (20 GA) @ 24" O.C. - MAX. HT. = 11'-0" 3 5/8" STUD (20 GA) @ 16" O.C. - MAX HT. = 14'-10"

HEAD HEIGHT/SPAN LIMITATIONS

C:\Users\gthomas\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_gthomas.rvt 2/2/2021 10:33:02 PM

LINE OF SUSPENDED CEILING REFER TO RCP

HEAD

GALVANIZED STEEL RUNNER WITH FASTENERS 16" O.C.

LINE OF SLAB OR BEAM ABOVE

FIRE STOP PIPING AT CONC. FLOOR SLAB (TYP.)

GALVANIZED STEEL RUNNER

CONTINUOUS FIRE-PROOF SEALANT TO STEEL RUNNER @ INNER LAYER OF GWB

CONTINUOUS WOOD BLOCKING

HEIGHT/SPAN LIMITATIONS

FIRE STOP PIPING AT CONC. FLOOR SLAB (TYP.)

FIRE RATING

2 HR

STC RATING 56

2 HR RATED CHASE TYP. LOCATION - BETWEEN APT/APT OR APT/CORRIDOR

REMARKS -

A-018 .00

TYPICAL NOTES & DETAILS

ISMAEL LEYVA A R C H I T E C T S,

PARTITION TYPES NOMENCLATURE

GALVANIZED STEEL RUNNER WITH FASTENERS 16" O.C.

1/4" GAP

LINE OF SLAB OR BEAM ABOVE

1 LAYER OF MOLD AND MOISTURE RESISTANT 5/8" GYPSUM PANEL FACE OF BACK-UP WALL (CONCRETE, MASONRY, GYPSUM SHAFT WALL, ETC.)

20 GA. 2 1/2" GALV. STEEL STUDS, 16" O.C. FULL HEIGHT UP TO UNDERSIDE OF SLAB ABOVE

PLAN

2.5" SOUND ATTENUATING BATT INSULATION AS REQUIRED

LINE OF SUSPENDED CEILING REFER TO RCP

HEAD

1 LAYER OF MOLD AND MOISTURE RESISTANT 5/8" GYPSUM PANEL

INSIDE FACE OF EXTERIOR WALL ASSEMBLY OR PERIMETER COLUMNS/STRUCTURE

20 GA. 3 5/8" GALV. STEEL STUDS, 16" O.C. FULL HEIGHT UP TO UNDERSIDE OF SLAB ABOVE.

PLAN

CLIP ANGLE @ 4'-0" O.C. MAX TO STRUCTURE STUDS TO BACK-UP WALL

CONTINUOUS PERIMETER SEALANT - REFER TO SPECS.

FACE OF BACK-UP WALL (CONCRETE, MASONRY, GYPSUM SHAFT WALL, ETC.)

LINE OF DROP CEILING. REFER TO RCP DRAWINGS RCPs

* FOIL FACED GYP. BD, INSULATION OR OTHER VAPOR BARRIER

GAP

1 LAYER 5/8" GYPSUM BD.

CHASE WALL

UNRATED

ABUSE RESISTANT

DRY WALL

1 HOUR RATED

CEMENT BOARD

FURRING @ EXTERIOR WALL

2 HOUR RATED

FIRE RESISTANT

FURRING WALL

3 HOUR RATED

SHAFT LINER

SHAFT WALL

4 HOUR RATED

REGULAR

LOW PARTITION

TILE OVER CEMENT BOARD

MASONRY (CMU WALL)

ULTRACODE CORE 3/4"

VHI PANEL

WATER/MOLD RESISTANT

PARTITION TYPE

FACE OF BACK - UP WALL (CONCRETE, MASONRY, GYPSUM SHAFT WALL, ETC.)

GALVANIZED STEEL RUNNER WITH FASTENERS 16" O.C.

BASE AND FLOOR FINISH AS SCHEDULED

NOTE: MAX. DEFLECTION L/240

MEP_ FP Engineers 116 West 32nd Street New York, NY 10001

MGE Unified Technologies Corp.

1 1/2"

1. ALL GYPSUM PANELS U.O.N. SHALL BE 5/8 THK. USG FIRE RESISTANT CORE TYPE 'C' PANELS.

Newline Structures

4. ALL BATT INSULATION SHALL BE THERMAFIBER SAFB (4 PCF) OR APPROVED EQUIVALENT U.O.N.

7/8"

116 West 32nd Street New York, NY 10001 (212) 643-9055 - TEL (212) 643-0503 - FAX

3. ALL FIRE RATED PARTITION ASSEMBLIES SHALL RUN FROM TOP OF STRUCTURAL CONCRETE SLAB TO BOTTOM OF STRUCTURAL CONCRETE SLAB OR TO THE UNDERSIDE OF A HORIZONTAL FIRE RATED ASSEMBLY.

2 3/4"

IT / Security / AV Engineers

TYPICAL NOTES:

1/4"

REFER TO PLANS

MGE

BASE

(212) 594-2700 - TEL

PARTITION SUB-TYPE

CLIP ANGLE @ 4'-0" O.C. MAX TO STRUCTURE STUDS TO BACK-UP WALL

CONTINUOUS PERIMETER SEALANT - REFER TO SPECS.

420 Lexington Ave New York, NY 10170

XY.Z

PLAN

CONTINUOUS PERIMETER SEALANT - REFER TO SPECS.

Developer

(212) 643-9055 - TEL (212) 643-0503 - FAX

1 5/8" 20 GA GALV. STEEL STUDS @ 16" O.C. FULL HEIGHT UP TO UNDERSIDE OF SLAB ABOVE

PLAN

SL GREEN REALITY CORP.

FIRE RATING TYPE

1 LAYER 5/8" GYPSUM PANEL

7/8" METAL FURRING CHANNEL @ 24" O.C. (TYPE RC1)

3 5/8"

NOTE: (U.O.N.)

RATING GYPSUM PANEL TYPE

TAG REFERENCE SYSTEM

PROVIDE 1 1/2" MINERAL WOOL INSULATION WITH VAPOR BARRIER BTW INSULATION AND GYPSUM PANEL @ EXTERIOR WALLS

HEAD

BASE 3 1/8"

LINE OF SUSPENDED CEILING REFER TO RCP

HEAD

BASE AND FLOOR FINISH AS SCHEDULED

BASE

CONTINUOUS PERIMETER SEALANT - REFER TO SPECS.

WALL TYPE

CLIP ANGLE @ 4'-0" O.C. MAX TO SECURE STUDS TO BACK-UP WALL (TYP)

CONTINUOUS PERIMETER SEALANT - REFER TO SPECS.

BASE AND FLOOR FINISH AS SCHEDULED

4'-0" MAX. SPACING

20 GA 3 5/8" STUDS @ 24" O.C. - MAX HT. =14'-9" 20 GA 3 5/8" STUDS @ 16" O.C. - MAX HT. = 16'-5" 20 GA (30 MIL) 3 5/8" STUDS @ 12" O.C. - MAX HT. = 20'-5"

HEIGHT/SPAN LIMITATIONS

HEAD

2 1/2" 20 GA STUD @ 24" O.C.- MAX. HT.= 11'-7" 2 1/2" 20 GA STUD @ 16" O.C.- MAX. HT.= 12'-10"

LINE OF SUSPENDED CEILING REFER TO RCP

6" MIN

CONTINUOUS PERIMETER SEALANT - REFER TO SPECS.

GALVANIZED STEEL RUNNER WITH FASTENERS 16" O.C.

LINE OF SLAB OR BEAM ABOVE

CONTINUOUS PERIMETER SEALANT - REFER TO SPECS.

HEIGHT/SPAN LIMITATIONS

GALVANIZED STEEL RUNNER WITH FASTENERS 16" O.C. USE DEFLECTION TOP TRACK AS REQUIRED

P. C.

Construction Manager 512 7th Ave. New York, NY 10018 (212) 280-3019 - TEL

Thornton Tomasetti Structural Engineer

51 Madison Ave. New York, NY 10001 (212) 532-2211 - TEL (212) 481-6108 - FAX

Howard I Shapiro & Associates 5. STEEL STUDS SHALL BE GALVANIZED STEEL 20 GA STUDS (U.O.N.) AND SPACED @ 16" O.C. MAX. (U.O.N.).

FURRING

F0.d

FIRE RATING

STC RATING

UNRATED

REMARKS

WALL TYPE

FURRING

TYPICAL FURRING FREE STANDING

UL DES. NO.

FIRE RATING

STC RATING

UNRATED

REMARKS

WALL TYPE

UL DES. NO.

FIRE RATING

STC RATING

REMARKS

WALL TYPE

UL DES. NO.

FIRE RATING

STC RATING

REMARKS

FURRING

UNRATED

FURRING

UNRATED

FURRING AT EXTERIOR WALL / CURTAIN WALL

F0.c

LOCATION - BETWEEN APT/APT OR APT/CORRIDOR

F0.b

TYPICAL FURRING 1.5"

F0.a

LOCATION - SEE PLANS

LOCATION - PERIMETER CURTAIN WALL SPANDREL PANELS

TYPICAL FURRING 2.5"

CONTINUOUS FIRE-PROOF SEALANT TO STEEL RUNNER @ INNER LAYER OF GWB

LINE OF SLAB OR BEAM ABOVE

GALVANIZED STEEL RUNNER TOP AND BOTTOM WITH FASTENERS 16" O.C.

HEIGHT/SPAN LIMITATIONS

VARIES

HEAD

2 LAYERS 5/8" FIRE RESISTANT GYPSUM CORE TYPE 'C' GYPSUM PANEL. ALONG PUBLIC CORRIDORS, INNER LAYER SHALL BE IMPACT CLASS LEVEL 2 PER ASTM C 1629

20 GA 3 5/8" STEEL STUDS, 16" O.C. FULL HEIGHT UP TO UNDERSIDE OF SLAB ABOVE

3.5" SOUND ATTENUATION FIRE BLANKET

PLAN

REFER TO SCHEDULE

REFER STRUCTURAL DRAWINGS FOR LATERAL DESIGN GALVANIZED STEEL RUNNER WITH FASTENERS 16" O.C. FULL HEIGHT 8" (UP TO 12'-0" HT) NOMINAL CMU PARTITION (UNLESS SPECIFIED ON PLAN) (2 HR RATING) UL-U905

M3.X

FULL HEIGHT 8" (UP TO 12'-0" HT) NOMINAL CMU PARTITION (UNLESS SPECIFIED ON PLAN) (3 HR RATING) UL-U904

20 GA 3 5/8" STUDS @ 24" O.C. - MAX HT. =14'-9" 20 GA 3 5/8" STUDS @ 16" O.C. - MAX HT. = 16'-5" 20 GA (30 MIL) 3 5/8" STUDS @ 12" O.C. - MAX HT. = 20'-5"

LINE OF SUSPENDED CEILING REFER TO RCP

2 LAYERS 5/8" FIRE RESISTANT GYPSUM CORE TYPE 'C' GYPSUM PANEL

LINE OF SUSPENDED CEILING REFER TO RCP

HEAD

2 LAYERS 5/8" FIRE RESISTANT GYPSUM CORE TYPE 'C' GYPSUM PANEL

BASE AND FLOOR FINISH AS SCHEDULED

CONTINUOUS PERIMETER SEALANT - REFER TO SPECS.

LINE OF SUSPENDED CEILING REFER TO RCP

CONTINUOUS PERIMETER SEALANT - REFER TO SPECS.

LINE OF SLAB OR BEAM ABOVE

CONTINUOUS PERIMETER SEALANT - REFER TO SPECS.

LINE OF SUSPENDED CEILING REFER TO RCP

M2.X

6. ALL DRYWALL FRAMING SHOULD BE PROVIDED TO ACCOMMODATE A MAX. DEFLECTION OF L/240 AND DESIGN LOAD OF 5 PSF, U.O.N. WHERE INTERIOR CLADDING IS PROVIDED, ALL FRAMING & OTHER SUPPORT MEMBERS SHALL BE PROVIDED AS REQUIRED TO LIMIT WALL DEFLECTIONS PER CLADDING (TO BE COORDINATED BY GC WITH CLADDING INSTALLER).

LOCATION - SEE PLANS

BASE

20 GA 2 1/2" STEEL STUDS, 16" O.C. FULL HEIGHT UP TO UNDERSIDE OF SLAB ABOVE

2.5" (MIN. 2") SOUND ATTENUATING FIRE BLANKET

PLAN

GALVANIZED STEEL RUNNER WITH FASTENERS 16" O.C.

CONTINUOUS PERIMETER SEALANT - REFER TO SPECS.

CONTINUOUS PERIMETER SEALANT - REFER TO SPECS. BASE AND FLOOR FINISH AS SCHEDULED

BASE AND FLOOR FINISH AS SCHEDULED

6 1/8"

266 Merrick Rd #310 Lynbrook, NY 11563 (516) 791-2600 - TEL

20 GAUGE STUDS LIMITING HEIGHTS BASED ON L/240 DEFLECTION

20 GA 2 1/2" STUDS @ 24" O.C. - MAX HT. =11'-7" 20 GA 2 1/2" STUDS @ 16" O.C. - MAX HT. = 12'-10"

UL DES. NO.

HEIGHT/SPAN LIMITATIONS

WALL TYPE

Demolition

Langan

Geotechnical Consultants 21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001 (212) 479-5400 - TEL (212) 479-5444 - FAX

Van Deusen Associates

Vertical Transportation Engineers 120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936 (973) 994-9220 - TEL (973) 994-2539 - FAX

8. STC RATINGS** - ALL STC RATINGS INDICATED ON THESE DWGS ARE APPROXIMATE AND MAY BE BASED ON LAB TEST ONLY. ACTUAL STC RATINGS OF ASSEMBLIES PER FIELD BUILT CONDITIONS MAY VARY FROM THOSE INDICATED HERE. 9. HORIZONTAL MOVEMENT ALLOWANCES FOR PARTITIONS & STUD FRAMING ALL STUD FRAMING AND PARTITION ASSEMBLIES SHALL BE DESIGNED AND INSTALLED TO ACCOMMODATE THE FOLLOWING FLOOR TO FLOOR LATERAL DRIFTS/HORIZONTAL MOVEMENTS DUE TO WIND AND/OR SEISMIC ACTION: FOR PARTITION HEIGHTS <10'-0"= 1/2" HORIZ. MOVEMENT FOR PARTITION HEIGHTS >10'-0"= 5/8" HORIZ. MOVEMENT 10. ADDITIONAL BACKING WITH PLYWOOD OR STEEL REINFORCEMNT SHALL BE PROVIDED AS REQUIRED AND AND SPECIFIED AT WALL LOCATIONS WHERE MILLWORK CABINETS OR OTHER HEAVY FINISH CLADDING IS INDICATED ON THE DRAWINGS AND/OR SPECIFICATIONS.

NO 1 2 3 4 5 6 7 8 9

BASE

6" NOM

WALL TYPE

UL DES. NO.

FIRE RATING

STC RATING

REMARKS

CURB DETAIL

WALL TYPE

UL DES. NO.

FIRE RATING

STC RATING

REMARKS

WALL TYPE

UL DES. NO.

FIRE RATING

STC RATING

REMARKS

TYP. LOCATION - SEE PLANS IMPACT RESIST.

2 HR DRYWALL IMPACT RESISTANT

D2.b

DRYWALL

D2.a

TYP. LOCATION - AT STAIRWELLS AND ELEVATOR SHAFTS

CONTINUOUS FIRE-PROOF SEALANT TO STEEL RUNNER @ INNER LAYER OF GWB

3 LAYERS 5/8" FIRE RESISTANT GYPSUM CORE TYPE C GYPSUM PANEL

20 GA. 2 1/2" STEEL STUDS @ MAX. 24" O.C. FULL HEIGHT UP TO UNDERSIDE OF SLAB ABOVE

5/8" GYPSUM PANEL CROSS BRACING GUSSET 12" HIGH 48" O.C. MAX OR STEEL RUNNER BRACES

PLAN

CONTINUOUS PERIMETER SEALANT-REFER TO SPECS.

GALVANIZED STEEL RUNNER WITH FASTENERS 16" O.C. CONTINUOUS PERIMETER SEALANT - REFER SPECS.

APT.

2 LAYERS 5/8" FIRE RESISTANT GYPSUM CORE TYPE "X" GYPSUM PANEL

2 1/2" STEEL STUDS, FULL HEIGHT UP TO UNDERSIDE OF SLAB ABOVE

2 1/2" (MIN. 2") SOUND ATTENUATING FIRE BLANKET

1 LAYER 5/8" GYPSUM PANEL 25 GA. 2 1/2" STEEL STUDS @ MAX 16" O.C. FULL HEIGHT UP TO UNDERSIDE OF SLAB ABOVE

2" SOUND ATTENUATION FIRE BLANKET

PLAN

GALVANIZED STEEL RUNNER WITH FASTENERS 16" O.C.

CONTINUOUS PERIMETER SEALANT - REFER TO SPECS.

CONTINUOUS PERIMETER SEALANT - REFER TO SPECS. BASE AND FLOOR FINISH AS SCHEDULED

BASE AND FLOOR FINISH AS SCHEDULED

LINE OF SUSPENDED CEILING REFER TO RCP

BASE AND FLOOR FINISH AS SCHEDULED

LINE OF SUSPENDED CEILING REFER TO RCP

1 LAYER 5/8" GYPSUM PANEL 20 GA. 2 1/2" STEEL STUDS @ MAX 16" O.C. FULL HEIGHT UP TO UNDERSIDE OF SLAB ABOVE 2.5" (MIN. 2") SOUND ATTENUATION FIRE BLANKET NOTE: NO SOUND ATTENUATION INSULATION REQUIRED AT CLOTHING / LINEN CLOSET PARTITIONS.

BASE

PLAN

GALVANIZED STEEL RUNNER WITH FASTENERS 16" O.C.

CONTINUOUS PERIMETER SEALANT - REFER TO SPECS.

BASE AND FLOOR FINISH AS SCHEDULED

CHASE

C1.a

UL DES. NO. U420

FIRE RATING

1 HR

STUD REINFORCING @ PIPE PENETRATION

NOTE: 1 - REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION.

CONTINUOUS PERIMETER SEALANT

1 HR RATED CHASE TYP. LOCATION - BETWEEN APT/APT OR APT/CORRIDOR

WALL TYPE DRYWALL

D1.a

UL DES. NO. 419

FIRE RATING

STC RATING

1 HR

1 HR DRYWALL PARTITION TYP. LOCATION - BETWEEN APARTMENTS

REMARKS

PROVIDE LONG LEG TRACK

GALVANIZED STEEL RUNNER WITH FASTNERS 16" O.C.

BASE AND FLOOR FINISH AS SCHEDULED

WALL TYPE DRYWALL

D0.b

UL DES. NO. (U419-SIMILAR)

FIRE RATING

UNRATED

STC RATING 47

UNRATED DRYWALL PARTITION TYP. LOCATION - WITHIN APTS AT ELEC/IT PANELS

REMARKS -

WALL TYPE DRYWALL

D0.a

UL DES. NO. (U419)

FIRE RATING

UNRATED

STC RATING

UNRATED DRYWALL PARTITION TYP. LOCATION - WITHIN APTS

TITLE PARTITION TYPES - D & F

1/2" MAX

REMARKS

(212) 594-2700

New York, NY 10038

4" NOM

AT BATHROOM SIDE - PROVIDE 1 LAYER OF 5/8" FIRE RESISTANT GYPSUM CORE TYPE "X" GYPSUM PANEL AND 1 LAYER OF 5/8" FIRE RESISTANT GYPSUM CORE "TYPE X" WATER/MOLD RESISTANT GYPSUM PANEL ON INTERIOR SIDE OF BATHROOM. USE 1/2" CEMENT BOARD INSTEAD OF WATER/MOLD RESISTANT GYPSUM PANEL AROUND BATHTUB AND SHOWER ENCLOSURES.

STC RATING

New York, NY 10170

LINE OF SLAB OR BEAM ABOVE

ALTERNATE : AT ACOUSTICAL CONDITIONS IN LIEU OF CROSS BRACING, USE STEEL RUNNERS WITH STUD FRAMING. WALL TYPE

420 Lexington Ave.

GALVANIZED STEEL RUNNER WITH FASTNERS 16" O.C.

3 3/4"

VARIES (REFER TO PLANS 8 1/2" MIN.)

SL Green Realty

BASE

MTL. STUD

15 Beekman 15 Beekman St.

4 3/8"

BASE

PROVIDE SAME GAUGE TRACK3'-0" LONG REINF. AT EACH CUT STUD FOR PIPE PENETRATION

MIN. DIM. REQ'D

HEAD

BASE AND FLOOR FINISH AS SCHEDULED

CONTINUOUS PERIMETER SEALANT - REFER TO SPECS.

3" MAX. SIZE LATERAL PIPE

GALVANIZED STEEL RUNNER TOP AND BOTTOM WITH FASTENERS 16" O.C.

CONTINUOUS PERIMETER SEALANT - REFER TO SPECS.

GALVANIZED STEEL RUNNER WITH FASTENERS 16" O.C.

BASE AND FLOOR FINISH AS SCHEDULED

2 LAYER 5/8" GYPSUM PANEL

APT.

HEIGHT/SPAN LIMITATIONS

2 LAYERS 5/8" FIRE RESISTANT GYPSUM CORE TYPE C GYPSUM PANEL

HEAD MAX. HT UP TO 11'-0"

HEAD

2.5" THK SOUND ATTENUATING BATT INSULATION ON ONE SIDE OF CHASE WALL BETW. STUDS

LINE OF SUSPENDED CEILING REFER TO RCP

PROVIDE 2ND GYP. BD. LAYER FOR SOUND U.O.N.

1 1/2".

CONTINUOUS PERIMETER SEALANT - REFER TO SPECS.

HEAD

GALVANIZED STEEL RUNNER TOP AND BOTTOM WITH FASTENERS 16" O.C. LINE OF SUSPENDED CEILING REFER TO RCP

LINE OF SUSPENDED CEILING REFER TO RCP

FIRE STOP PIPING AT CONC. FLOOR SLAB (TYP.)

LINE OF SUSPENDED CEILING REFER TO RCP

HEIGHT/SPAN LIMITATIONS

C:\Users\gthomas\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_gthomas.rvt 2/2/2021 10:33:11 PM

LINE OF SUSPENDED CEILING REFER TO RCP

CONTINUOUS PERIMETER SEALANT- REFER TO SPECS.

LINE OF SLAB OR BEAM ABOVE

GALVANIZED STEEL RUNNER TOP AND BOTTOM WITH FASTENERS 16" O.C.

LINE OF SLAB OR BEAM ABOVE

FIRE STOP PIPING AT CONC. FLOOR SLAB (TYP.)

NOTES:

6".

CONTINUOUS PERIMETER SEALANT - REFER TO SPECS.

2 HR DRYWALL PARTITION

LINE OF SLAB OR BEAM ABOVE

LINE OF SLAB OR BEAM ABOVE GALVANIZED STEEL RUNNER TOP AND BOTTOM WITH FASTENERS 16" O.C.

2 HR

TYP. LOCATION - BETWEEN APT/APT OR APT/CORRIDOR

20 GA 2 1/2" STUDS @ 24" O.C. - MAX HT. =11'-7" 20 GA 2 1/2" STUDS @ 16" O.C. - MAX HT. = 12'-10"

CONTINUOUS FIRE-PROOF SEALANT TO STEEL RUNNER @ INNER LAYER OF GWB

U411

1' - 6" MIN 1' - 6" MIN.

1/2" MAX.

2HR

20 GA 2 1/2" STUDS @ 24" O.C. - MAX HT. =11'-7" 20 GA 2 1/2" STUDS @ 16" O.C. - MAX HT. = 12'-10"

U411

HEIGHT/SPAN LIMITATIONS

DRYWALL

SCALE: As indicated DATE: PROJECT No: 20.102

BASE AND FLOOR FINISH AS SCHEDULED

REMARKS

NOTE: DEFLECTION HEAD TRACK SLOTTED HOLE REQUIRED IN METAL FRAMING FOR DEFLECTION OF FLOOR SLAB

TYP. DETAIL @ TOP & BOTTOM RUNNER

A-019 .00

2 1/4"

Label

FIRE RATED HOLLOW METAL DOOR APARTMENT ENTRY

HOLLOW METAL DOOR - BATHROOM

HOLLOW METAL DOOR CLOSET (SINGLE)

HOLLOW METAL DOOR BEDROOM

2' - 0"

Height

Thickness

Panel Finish

Frame Wall Fire Hardware Thicknes Jamb Head s Rating Set Instance Instance

Saddle Saddle Saddle Material Instance

P. C.

Comments

SL GREEN REALITY CORP. J1 J2 J2 R R

6' - 0" 6' - 4 1/2" 6' - 4 1/2"

Developer

8' - 2" 1 3/4" 9' - 11 1/4" 9' - 11 1/4" 10' - 0" 1 3/4" 10' - 0" 1 3/4"

ADA POWER ACTUATOR ADA POWER ACTUATOR

420 Lexington Ave New York, NY 10170 (212) 594-2700 - TEL

MEP_ FP Engineers

level 6 E0601 E0602 E0603

8' - 0"

2' - 0"

Width

Frame Frame Finish

MGE

8' - 0"

2' - 0"

8' - 0"

2' - 11"

8' - 0"

13' - 2 1/4"

2' - 11"

Type Mark

Location

level 1 E0101 E0102 E0103 E0105 E0106

2 1/4"

7' - 0"

5' - 0"

Panel

18'-0" (VARIES) SEE PLANS FOR LENGTH OF STAIRS

3' - 0"

ISMAEL LEYVA

Door Schedule_Exterior

A R C H I T E C T S,

NOTE: -PROVIDE ALTERNATE PRICING PER PACE REQUEST -REFER TO DOOR SCHEDULE FOR PROPOSED ALTERNATE LOCATIONS

7' - 0"

2 1/4"

Manufactuer: Fireframes® Designer Series doors and frames

18'-0" (VARIES) SEE PLANS FOR LENGTH OF STAIRS

J3 J8 J3

116 West 32nd Street New York, NY 10001

8' - 0" 8' - 0" 8' - 0"

1 3/4"

(212) 643-9055 - TEL (212) 643-0503 - FAX

MGE Unified Technologies Corp.

level 12 E1201

6' - 3 1/2" 3' - 0" 6' - 3 1/2"

2' - 6 1/2"

IT / Security / AV Engineers

7' - 0"

116 West 32nd Street New York, NY 10001

HOLLOW METAL DOOR CLOSET (DOUBLE)

3' - 6"

FIRE RATED GLASS DOOR

14'-6" (VARIES) SEE PLANS FOR LENGTH OF STAIRS

3' - 6"

FIRE RATED GLASS DOOR WITH SIDELITE

ALT. 2

ALT. 1

3' - 6"

FIRE RATED GLASS DOOR WITH TRANSOM (SINGLE)

ALT. 3

level 24 E0107

14'-6" (VARIES) SEE PLANS FOR LENGTH OF STAIRS

FIRE RATED GLASS DOOR WITH SIDELITE & TRANSOM

(212) 643-9055 - TEL (212) 643-0503 - FAX

10' - 7 1/4"

Newline Structures

level 26 E2601 E2602

ALT. 4

3' - 6"

E E

3' - 0" 3' - 0"

7' - 0" 7' - 0"

Construction Manager

1 3/4" 1 3/4"

512 7th Ave. New York, NY 10018 (212) 280-3019 - TEL

GLASS

Door Schedule_Dorm

A B B1 B2 C

9' - 10"

9' - 0"

9' - 9 5/8"

8' - 0"

7' - 0"

8' - 0"

Type Mark

Description DORM. ENTRY BEDROOM BATHROOM SINGLE LEAF CLOSET EXIT STAIR

E J1

Fire Rating

Hardware Set

1 1/2 HR. -

Width Height Thickness 3' - 0" 2' - 11" 2' - 11" 2' - 8" 2' - 0" 3' - 0" 8' - 0"

7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0"

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4"

7' - 0" 8' - 0"

Frame Finish

Wall Thickness Jamb Type Head Type J1 J3 J2 J1 J3

45 50 -

1 3/4" 1 3/4"

1 1/2 HR. 1 1/2 HR.

Saddle Type

31 51

H1 H3 H2 H1 H3

J4 J1

TS1 TS3 TS2 TS1 TS3

H4 H1

Thornton Tomasetti

Acoustical STC

Structural Engineer

51 Madison Ave. New York, NY 10001

STC-35

(212) 532-2211 - TEL (212) 481-6108 - FAX

Howard I Shapiro & Associates Demolition

266 Merrick Rd #310 Lynbrook, NY 11563

TS4 TS1

(516) 791-2600 - TEL

Langan

Geotechnical Consultants 10 1/2"

21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001

3' - 3 1/4" 3' - 0"

3' - 2 5/8"

3' - 3 1/4"

6' - 0"

6' - 6 1/2"

HOLLOW METAL DOOR (DOUBLE)

ALUMINUM AND GLASS STOREFRONT DOOR (DOUBLE)

HOLLOW METAL DOOR WITH GLASS SIDELITE (SINGLE)

J2 J3 J4

GLASS DOUBLE DOOR

ALUMINUM AND GLASS STOREFRONT DOOR (DOUBLE) ALUMINUM AND GLASS STOREFRONT DOOR (DOUBLE)

5' - 0"

ALUMINUM AND GLASS STOREFRONT DOOR (DOUBLE)

Note : The door need hold open hardware to be tied to FA.

Door Schedule_Academic Panel

2/8/2021 9:04:15 PM

C:\Users\apostolache\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_apostolacheLBXAR.rvt

Label

Location

Sub Cellar SC01 BREAK ROOM SC02 ELEVATOR LOBBY SC03 SEWAGE EJECTOR RM SC04 BIKE ROOM SC05 ELEVATOR LOBBY SC06 WALK IN PIT SC07 WALK IN PIT SC08 WALK IN PIT SC09 DINING OFFICE SC10 SHARED OFFICE SC11 MAINTENANCE RM SC12 MAINTENANCE RM SC14 STORAGE SC15 STAIR B SC16 STORAGE SC17 STAIR A SC18 FUEL OIL RM Cellar C01 POE RM C02 WASTE STORAGE C03 DINING BOH C04 GAS ROOM C05 WATER SERVICE RM C06 ATS ROOM C07 FOOD SERVICE STRG C11 ELECTRICAL RM C12 COMPACTOR RM C13 ELEVATOR LOBBY C14 ELECTRICAL RM C15 ARCS RM C16 STAIR A C17 FOOD SERVICE STRG C18 FIRE PUMP RM C19 RECYCLE RM C20 STAIR C C21 MECH. RM C25 STAIR B C26 WALK IN PIT C27 STORAGE C28 DINING C29 DINING C30 DINING C31 FOOD SERVICE STRG C32 ELEVATOR LOBBY C33 ELEVATOR LOBBY Level 1 0101 DINING 0102 EMPLOYEE CHECK IN 0103 STAIR B 0104 MECH. RM 0105 IDF ROOM 0106 ELECTRICAL RM 0107 STAIR A 0109 STAIR C 0110 WASTE STORAGE 0111 ELEVATOR LOBBY 0112 FIRE ALARM PANEL 0113 DINING STAGING RM Level 2 0201 MECH. RM 0202 ELEVATOR LOBBY 0203 ELECTRICAL RM 0204 STAIR C 0205 STAIR A 0206 ELEVATOR LOBBY 0207 FIRE ALARM PANEL Level 3 0301 ELECTRICAL RM 0302 MECH. RM 0304 ELEVATOR LOBBY 0305 ELEVATOR LOBBY 0306 STAIR C 0307 STAIR A 0309 FIRE ALARM PANEL Level 4 0401 MECH. RM 0402 ELECTRICAL RM 0403 FIRE ALARM PANEL 0404 ELEVATOR LOBBY 0405 ELEVATOR LOBBY 0406 STAIR C 0407 STAIR A level 5 0501 STAIR A 0503 FIRE ALARM PANEL 0504 ELEVATOR LOBBY 0505 ELEVATOR LOBBY 0506 STAIR C 0507 ELECTRICAL RM level 6 0601 ELECTRICAL RM 0602 MECH. RM 0604 ELEVATOR LOBBY 0605 ELEVATOR LOBBY 0606 STAIR C 0607 STAIR A 0608 FIRE ALARM PANEL Level 7

Type Mark Width

Height Depth

Frame Material

Panel Hardware Set Finish Fire Rating Wall Depth

1' - 2"

FIRE RATED HOLLOW METAL DOOR (DOUBLE)

3'-0"

2' - 10"

HOLLOW METAL DOOR (DOUBLE)

PEDESTRIAN SECURITY GATE

MAIL ROOM DUTCH DOOR

Door Schedule_Academic Frame Jamb Head Instance Instance

Saddle Saddle Saddle Acoustic Material Instance al STC

E E E E1 E E E E E E E1 E E S1 H S1 E

3' - 0" 3' - 0" 3' - 0" 3' - 6" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 6" 3' - 0" 3' - 0" 3' - 0" 5' - 0" 3' - 0" 3' - 0"

7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0"

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4"

H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M

PT PT PT PT PT PT PT PT PT PT PT PT PT PT PT PT PT

1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR.

1 2 3 4 5 6 6 6 1 1 7 1 8 9 8 9 1

6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6"

J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 J5

H5 H5 H5 H5 H5 H5 H5 H5 H5 H5 H5 H5 H5 H5 H5 H5 H5

ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM

TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5

E E1 E1 E H E E H C11 S1 E E S2 E E1 E1 S1 E S1 E H E2 E1 E1 E E1 S1

3' - 0" 3' - 6" 3' - 6" 3' - 0" 5' - 0" 3' - 0" 3' - 0" 5' - 0" 4' - 6" 3' - 0" 3' - 0" 3' - 0" 3' - 6" 3' - 0" 3' - 6" 3' - 6" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 5' - 0" 3' - 6" 3' - 6" 3' - 6" 3' - 0" 3' - 6" 3' - 0"

7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0"

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4"

H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M

PT PT PT PT PT PT PT PT PT PT PT PT PT PT PT PT PT PT PT PT PT PT PT PT PT PT PT

1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR.

1 10 6 1 11 12 6 16 42 2 12 1 17 1 18 10 19 41 19 6 8 1 1 1 1 2 2

8" 8" 6" 8" 8" 8" 8" 8" 8" 6" 8" 8" 6" 8" 8" 6" 6" 6" 6" 6" 6" 8" 8" 8" 8" 6" 6"

J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 J5

H5 H5 H5 H5 H5 H5 H5 H5 H5 H5 H5 H5 H5 H5 H5 H5 H5 H5 H5 H5 H5 H5 H5 H5 H5 H5 H5

ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM

TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5

STC-50 STC-50 -

E E S1 E E E S1 S1 E1 E E E1

3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 6" 3' - 0" 3' - 0" 3' - 6"

7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0"

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4"

H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M

PT PT PT PT PT PT PT PT PT PT PT PT

1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR.

21 22 6 41 14 14 20 23 22 3 6 1

10 1/2" 8" 8" 8" 8" 8" 8" 8" 8" 6" 6" 8"

J5 J5 J5 J5 J5 J5 J5 J4 J5 J4 J4 J5

H5 H5 H5 H5 H5 H5 H5 H4 H5 H4 H4 H5

ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM

TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5

STC-50 -

E G E S2 S2 E E

3' - 0" 3' - 3" 3' - 0" 3' - 6" 3' - 6" 3' - 0" 3' - 0"

7' - 0" 9' - 0" 7' - 0" 8' - 0" 7' - 0" 7' - 0" 7' - 0"

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4"

H.M ALUMINUM H.M H.M H.M H.M PT

PT GLASS PT PT PT PT PT

1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR.

41 53 24 23 23 3 6

6" SEE PLANS 6" 6" 6" 6" 5"

J4 J6 J4 J4 J4 J4 J1

H4 H6 H4 H4 H4 H4 H1

ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM

TS5 TS6 TS5 TS5 TS5 TS5 TS5

STC-50 -

E E E G S2 S2 E

3' - 0" 3' - 0" 3' - 0" 3' - 3" 3' - 6" 3' - 6" 3' - 0"

7' - 0" 7' - 0" 7' - 0" 9' - 0" 8' - 0" 7' - 0" 7' - 0"

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4"

H.M H.M H.M ALUMINUM H.M H.M H.M

PT PT PT GLASS PT PT PT

1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR.

24 41 3 53 23 23 6

6" 6" 6" SEE PLANS 6" 6" 5"

J4 J4 J4 J6 J4 J4 J1

H4 H4 H4 H6 H4 H4 H1

ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM

TS5 TS5 TS5 TS6 TS5 TS5 TS5

STC-50 -

E E E E G S2 S2

3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 3" 3' - 6" 3' - 6"

7' - 0" 7' - 0" 7' - 0" 7' - 0" 9' - 0" 8' - 0" 7' - 0"

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4"

H.M H.M H.M H.M ALUMINUM H.M H.M

PT PT PT PT GLASS PT PT

1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR.

41 24 6 3 53 17 17

6" 6" 5" 6" SEE PLANS 6" 6"

J4 J4 J1 J4 J6 J4 J4

H4 H4 H1 H4 H6 H4 H4

ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM

TS5 TS5 TS5 TS5 TS5 TS5 TS5

STC-50 -

S2 E E G S2 E

3' - 6" 3' - 0" 3' - 0" 3' - 3" 3' - 6" 3' - 0"

7' - 0" 7' - 0" 7' - 0" 9' - 0" 8' - 0" 7' - 0"

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4"

H.M H.M H.M ALUMINUM H.M H.M

PT PT PT GLASS PT PT

1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR.

17 6 3 53 17 24

6" 5" 6" SEE PLANS 6" 6"

J4 J1 J4 J6 J4 J4

H4 H1 H4 H6 H4 H4

ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM

TS5 TS5 TS5 TS6 TS5 TS5

E E E G S2 S2 E

3' - 0" 3' - 0" 3' - 0" 3' - 3" 3' - 6" 3' - 6" 3' - 0"

7' - 0" 7' - 0" 7' - 0" 9' - 0" 8' - 0" 7' - 0" 7' - 0"

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4"

H.M H.M H.M ALUMINUM H.M H.M H.M

PT PT PT GLASS PT PT PT

1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR.

14 41 3 53 17 17 6

6" 6" 6" SEE PLANS 6" 6" 5"

J4 J4 J4 J6 J4 J4 J1

H4 H4 H4 H6 H4 H4 H1

ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM

TS5 TS5 TS5 TS6 TS5 TS5 TS5

STC-50 -

Panel Comments

KAWNEER 190 NARROW STILE DOOR TYPE ALT; E ALT. 1,2,3,4 DOOR TYPE ALT; E ALT. 1 & 3

Label

Location

0701 ELECTRICAL RM 0702 MECH. RM 0703 FIRE ALARM PANEL 0704 ELEVATOR LOBBY 0705 ELEVATOR LOBBY 0706 STAIR C 0707 STAIR A 0708 EMR Level 8 0801 ELECTRICAL RM 0802 MECH. RM 0803 FIRE ALARM PANEL 0804 ELEVATOR LOBBY 0805 ELEVATOR LOBBY 0806 STAIR C 0807 STAIR A Level 9 0901 ELECTRICAL RM 0902 MECH. RM 0903 ELEVATOR LOBBY 0904 FIRE ALARM PANEL 0905 ELEVATOR LOBBY 0906 STAIR C 0907 STAIR A Level 10 1001 ELECTRICAL RM 1002 MECH. RM 1003 FIRE ALARM PANEL 1004 ELEVATOR LOBBY 1005 ELEVATOR LOBBY 1006 STAIR C 1007 STAIR A Level 11 1101 ELECTRICAL RM 1102 MECH. RM 1103 FIRE ALARM PANEL 1104 ELEVATOR LOBBY 1105 ELEVATOR LOBBY 1106 STAIR C 1107 STAIR A Level 12 1201 CORRIDOR 1202 ELECTRICAL RM 1203 EMR 1204 MECH. RM 1205 FIRE ALARM PANEL 1206 STAIR A 1207 LAUNDRY ROOM 1208 MAINTENANCE RM 1209 STAIR C 1210 MDF ROOM 1211 MECH. RM Level 24 2401 MEETING SPACE 2402 STAIR C 2403 WORK AREA 2404 STAIR A 2405 SERVICE HALL 2406 MAIL ROOM 2407 ELEVATOR LOBBY 2408 DINING/LOUNGE 2411 STORAGE 2412 JANITOR CL. 2413 RESTROOM 2414 RESTROOM 2415 GYM 2416 CLOSET 2419 ELECTRICAL CL. 2421 LOCKER ROOM 2422 STORAGE 2423 OFFICE Level 26 2601 STAIR C 2603 FIRE ZONE RM 2604 ELECT. DIST. RM 2605 STAIR A 2607 FIRE ZONE RM 2609 MECH. RM Roof 2701 STAIR C 2703 ROOF

Type Mark Width

Height Depth

Frame Material

Panel Hardware Set Finish Fire Rating Wall Depth

Frame Jamb Head Instance Instance

Saddle Saddle Saddle Acoustic Material Instance al STC

E E E E G S2 S2 S1

3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 3" 3' - 6" 3' - 6" 3' - 0"

7' - 0" 7' - 0" 7' - 0" 7' - 0" 9' - 0" 8' - 0" 7' - 0" 7' - 0"

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4"

H.M H.M H.M H.M ALUMINUM H.M H.M H.M

PT PT PT PT GLASS PT PT PT

1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR.

14 41 6 27 53 17 17 18

6" 6" 5" 6" SEE PLANS 6" 6" 5"

J4 J4 J1 J4 J6 J4 J4 J1

H4 H4 H1 H4 H6 H4 H4 H1

ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM

TS5 TS5 TS5 TS5 TS6 TS5 TS5 TS5

STC-50 -

E E E E G S2 S2

3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 3" 3' - 6" 3' - 6"

7' - 0" 7' - 0" 7' - 0" 7' - 0" 9' - 0" 8' - 0" 7' - 0"

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4"

H.M H.M H.M H.M ALUMINUM H.M H.M

PT PT PT PT GLASS PT PT

1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR.

14 41 6 27 53 17 17

6" 6" 5" 6" SEE PLANS 6" 6"

J4 J4 J1 J4 J6 J4 J4

H4 H4 H1 H4 H6 H4 H4

ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM

TS5 TS5 TS5 TS5 TS6 TS5 TS5

STC-50 -

E E E E G S2 S2

3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 3" 3' - 6" 3' - 6"

7' - 0" 7' - 0" 7' - 0" 7' - 0" 9' - 0" 8' - 0" 7' - 0"

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4"

H.M H.M H.M H.M ALUMINUM H.M H.M

PT PT PT PT GLASS PT PT

1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR.

14 41 27 6 53 17 17

6" 6" 6" 5" SEE PLANS 6" 6"

J4 J4 J4 J1 J6 J4 J4

H4 H4 H4 H1 H6 H4 H4

ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM

TS5 TS5 TS5 TS5 TS6 TS5 TS5

STC-50 -

E E E E G S2 S2

3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 3" 3' - 6" 3' - 6"

7' - 0" 7' - 0" 7' - 0" 7' - 0" 9' - 0" 8' - 0" 7' - 0"

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4"

H.M H.M H.M H.M ALUMINUM H.M H.M

PT PT PT PT GLASS PT PT

1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR.

14 41 6 27 53 17 17

6" 6" 5" 6" SEE PLANS 6" 6"

J4 J4 J1 J4 J6 J4 J4

H4 H4 H1 H4 H6 H4 H4

ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM

TS5 TS5 TS5 TS5 TS6 TS5 TS5

STC-50 -

E E E E G S2 S2

3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 3" 3' - 6" 3' - 6"

7' - 0" 7' - 0" 7' - 0" 7' - 0" 9' - 0" 8' - 0" 7' - 0"

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4"

H.M H.M H.M H.M ALUMINUM ALUMINUM ALUMINUM

PT PT PT PT GLASS PT PT

1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR.

14 41 6 27 53 17 17

6" 6" 5" 6" SEE PLANS 6" 6"

J4 J4 J1 J4 J6 J4 J4

H4 H4 H1 H4 H6 H4 H4

ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM

TS5 TS5 TS5 TS5 TS6 TS5 TS5

STC-50 -

E J1 E E E S2 E E S2 E E

3' - 0" 6' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 6" 3' - 0" 3' - 0" 3' - 6" 3' - 0" 3' - 0"

7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0"

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4"

H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M

PT PT PT PT PT PT PT PT PT PT PT

1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR.

23 16 26 1 6 17 26 28 17 1 1

6" 6" 6" 6" 5" 6" 6" 6" 6" 6" 6"

J5 J5 J5 J5 J1 J5 J5 J5 J5 J5 J5

H5 H5 H5 H5 H1 H5 H5 H5 H5 H5 H5

ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM

TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5 TS5

D1 S1 D S1 E L E E1 E E E E D C J1 E B E

3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 6" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 2' - 0" 8' - 0" 3' - 0" 2' - 11" 3' - 0"

6' - 10" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 8' - 0" 7' - 0" 7' - 0" 7' - 0"

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4"

H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M H.M

PT PT PT PT PT PT PT PT PT PT PT PT PT PT PT PT PT PT

1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR.

S1 E E S1 E E

3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0"

7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0"

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4"

H.M H.M H.M H.M H.M H.M

PT PT PT PT PT PT

S1 E

3' - 0" 3' - 0"

7' - 0" 7' - 0"

1 3/4" 1 3/4"

H.M H.M

PT PT

120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936 (973) 994-9220 - TEL (973) 994-2539 - FAX

3'-7"

FIRE RATED HOLLOW METAL DOOR (SINGLE)

HOLLOW METAL DOOR WITH GLASS SIDELITE (SINGLE)

1/4" THICK WIRE GLASS

Comments 5" 1' - 0"

KAWNEER 190 NARROW STILE DOOR TYPE ALT; E ALT. 1,2,3,4 DOOR TYPE ALT; E ALT. 1 & 3

7' - 0" (S1)

7' - 0" (S)

FIRE RATED HOLLOW METAL DOOR (SINGLE)

6' - 4"

1' - 4"

FIRE RATED HOLLOW METAL DOOR (SINGLE)

Vertical Transportation Engineers

5' - 0"

Van Deusen Associates

REVOLVING GLASS DOOR LOBBY

7'-0"

3' - 0"

NO 1 2 3 4 5 6 7 8 9

8' - 0" (S2)

3' - 0"

1' - 8"

7' - 0"

3' - 0"

3' - 6"

(212) 479-5400 - TEL (212) 479-5444 - FAX

7' - 0"

3' - 0" (E) 3' - 6" (E1)

3' - 0" (S) 3' - 6" (S1) 3' - 6" (S2)

KAWNEER 190 NARROW STILE DOOR TYPE ALT; E ALT. 1,2,3,4 DOOR TYPE ALT; E ALT. 1 & 3

26 37 38 38 30 6 36 37 38 37

J4 J4 J4 J4

H4 H4 H4 H4

ALUMINUM ALUMINUM ALUMINUM ALUMINUM

TS5 TS5 TS5 TS5

J3 J1 J4 J3 J4

H3 H1 H4 H3 H4

ALUMINUM ALUMINUM -

TS3 TS5 TS5 TS3 TS3

1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR.

39 1 12 40 1 1

6" 6" 6" 6" 6" 6"

J5 J5 J5 J5 J5 J5

H5 H5 H5 H5 H5 H5

ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM

TS5 TS5 TS5 TS5 TS5 TS5

1 1/2 HR. 1 1/2 HR.

41 1

6" 8"

ALUMINUM ALUMINUM

TS5 TS5

31 30 32 33 34

ALUMINUM

TS5

J4 J4 J4 J1

H4 H4 H4 H1

ALUMINUM ALUMINUM ALUMINUM ALUMINUM

TS5 TS5 TS5 TS5

FIRE RATED GLASS DOOR VERTICAL NARROW LITE

NOTES:

KAWNEER 190 NARROW STILE DOOR TYPE ALT; E ALT. 1,2,3,4 DOOR TYPE ALT; E ALT. 1 & 3

Pedestrian Security Gate Schedule_Academic Label

5" 6" 5" 6" 6" 6" 5" 5" 6" 5" 5" 5" 5" 4" 5" 5" 4" 5"

level 1 G0101 level 12 G1202

Type Mark

Location

Width

Height

Thickness

Frame Material

Finish

K K

4' - 5 1/4" 7' - 7 1/4" 1 1/2" 4' - 5 1/4" 7' - 7 1/4" 1 1/2"

S.S. S.S.

Satin Satin

4' - 5 1/4" 7' - 7 1/4" 1 1/2"

S.S.

Satin

4' - 5 1/4" 7' - 7 1/4" 1 1/2"

S.S.

Satin

Hardware Set

SL Green Realty 420 Lexington Ave. New York, NY 10170 (212) 594-2700

15 Beekman 15 Beekman St. New York, NY 10038

TITLE DOOR SCHEDULE

DOOR TYPE ALT; E ALT. 1 & 3

SCALE: As indicated DATE: PROJECT No: 20.102

KAWNEER 190 NARROW STILE DOOR TYPE ALT; E ALT. 1,2,3,4

GENERAL DOOR NOTES: KAWNEER 190 NARROW STILE DOOR TYPE ALT; E ALT. 1,2,3,4 DOOR TYPE ALT; E ALT. 1 & 3

PROVIDE DOOR STOPS FOR ALL DOORS UNDER THE FOLLOWING CONDITIONS: 1 - WALL STOP - USE WALL STOP WHERE POSSIBLE. 2 - HINGE STOP - USE HINGE STOP WHERE THERE IS NO WALL. 3 - FLOOR STOP - USE FLOOR STOP WHERE THE WALL IS UNSUITABLE FOR HINGE OR WALL STOPS (GLASS, PANEL, FINISH WALL).

A-020 .00

ISMAEL LEYVA A R C H I T E C T S,

P. C.

SL GREEN REALITY CORP. Developer

420 Lexington Ave New York, NY 10170 (212) 594-2700 - TEL

MGE

MEP_ FP Engineers 116 West 32nd Street New York, NY 10001 (212) 643-9055 - TEL (212) 643-0503 - FAX

MGE Unified Technologies Corp. IT / Security / AV Engineers 116 West 32nd Street New York, NY 10001 (212) 643-9055 - TEL (212) 643-0503 - FAX

Newline Structures Construction Manager 512 7th Ave. New York, NY 10018 (212) 280-3019 - TEL

Thornton Tomasetti Structural Engineer

51 Madison Ave. New York, NY 10001 (212) 532-2211 - TEL (212) 481-6108 - FAX

Howard I Shapiro & Associates Demolition

266 Merrick Rd #310 Lynbrook, NY 11563 (516) 791-2600 - TEL

Langan

Geotechnical Consultants 21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001 (212) 479-5400 - TEL (212) 479-5444 - FAX

Van Deusen Associates

Vertical Transportation Engineers 120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936 (973) 994-9220 - TEL (973) 994-2539 - FAX

NO 1 2 3 4 5 6 7 8 9

DATE REV ISSUE 08/28/2020 100% DESIGN DEVELOPMENT 11/04/2020 50% CD ISSUANCE 11/24/2020 80% CD ISSUANCE 12/04/2020 DOB OBJ. RESPONSE 01/29/2021 100% CD ISSUANCE

2/2/2021 11:49:31 PM

C:\Users\gthomas\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_gthomas.rvt

NOTES:

SL Green Realty 420 Lexington Ave. New York, NY 10170 (212) 594-2700

15 Beekman 15 Beekman St. New York, NY 10038

TITLE INTERIOR FINISH SCHEDULE 1

SCALE: DATE: PROJECT No:

20.102

A-023 .00

ISMAEL LEYVA A R C H I T E C T S,

P. C.

SL GREEN REALITY CORP. Developer

420 Lexington Ave New York, NY 10170 (212) 594-2700 - TEL

MGE

MEP_ FP Engineers 116 West 32nd Street New York, NY 10001 (212) 643-9055 - TEL (212) 643-0503 - FAX

MGE Unified Technologies Corp. IT / Security / AV Engineers 116 West 32nd Street New York, NY 10001 (212) 643-9055 - TEL (212) 643-0503 - FAX

Newline Structures Construction Manager 512 7th Ave. New York, NY 10018 (212) 280-3019 - TEL

Thornton Tomasetti Structural Engineer

51 Madison Ave. New York, NY 10001 (212) 532-2211 - TEL (212) 481-6108 - FAX

Howard I Shapiro & Associates Demolition

266 Merrick Rd #310 Lynbrook, NY 11563 (516) 791-2600 - TEL

Langan

Geotechnical Consultants 21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001 (212) 479-5400 - TEL (212) 479-5444 - FAX

Van Deusen Associates

Vertical Transportation Engineers 120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936 (973) 994-9220 - TEL (973) 994-2539 - FAX

NO DATE REV ISSUE 100% CD ISSUANCE 1 01/29/2021 2 3 4 5 6 7 8 9

2/2/2021 11:49:32 PM

C:\Users\gthomas\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_gthomas.rvt

NOTES:

SL Green Realty 420 Lexington Ave. New York, NY 10170 (212) 594-2700

15 Beekman 15 Beekman St. New York, NY 10038

TITLE INTERIOR FINISH SCHEDULE 2

SCALE: DATE: PROJECT No:

20.102

A-024 .00

ISMAEL LEYVA A R C H I T E C T S,

P. C.

SL GREEN REALITY CORP. Developer

420 Lexington Ave New York, NY 10170 (212) 594-2700 - TEL

MGE

MEP_ FP Engineers 116 West 32nd Street New York, NY 10001 (212) 643-9055 - TEL (212) 643-0503 - FAX

MGE Unified Technologies Corp. IT / Security / AV Engineers 116 West 32nd Street New York, NY 10001 (212) 643-9055 - TEL (212) 643-0503 - FAX

Newline Structures Construction Manager 512 7th Ave. New York, NY 10018 (212) 280-3019 - TEL

Thornton Tomasetti Structural Engineer

51 Madison Ave. New York, NY 10001 (212) 532-2211 - TEL (212) 481-6108 - FAX

Howard I Shapiro & Associates Demolition

266 Merrick Rd #310 Lynbrook, NY 11563 (516) 791-2600 - TEL

Langan

Geotechnical Consultants 21 Penn Plaza, 360 West 31st Street, 8th Floor New York, NY 10001 (212) 479-5400 - TEL (212) 479-5444 - FAX

Van Deusen Associates

Vertical Transportation Engineers 120 Eagle Rock Avenue, Suite 310 East Hanover, NJ 07936 (973) 994-9220 - TEL (973) 994-2539 - FAX

NO 1 2 3 4 5 6 7 8 9

DATE REV ISSUE 11/04/2020 50% CD ISSUANCE 11/24/2020 80% CD ISSUANCE 12/04/2020 DOB OBJ. RESPONSE 01/29/2021 100% CD ISSUANCE

2/2/2021 11:49:33 PM

C:\Users\gthomas\Documents\20.102_15 BEEKMAN_ILA_ARCHITECTURE_gthomas.rvt

NOTES:

SL Green Realty 420 Lexington Ave. New York, NY 10170 (212) 594-2700

15 Beekman 15 Beekman St. New York, NY 10038

TITLE LIGHTING SCHEDULE

SCALE: DATE: PROJECT No:

20.102

A-025 .00

509, 3rd Ave

Tribeca Green Pace University

570 Fulton

509, 3rd Ave , New York City

Use: Residential with Affordable units and Retail Storefront Contributions: Site Plan, Designing the Lobby, Academic and Apartment Layouts, Working on DOB Objections, Furniture and Equipment Specification, RCP, Zoning Deductions, Door Schedule, MEP + Structural co-ordination, EOS, Staircase Detailing, Exterior Wall Detailing, Kitchen and Bathroom Detailing, Mail Room detailing.

ISMAEL LEYVA A R C H I T E C T S,

P. C.

WSP USA

Structural Engineer One Penn Plaza, 250 W 34th St, 2nd Fl. New York, NY 10119 (212) 687-9888 - TEL

MEP Engineer MEP FP Engineer

217-22 Nothern Boulevard Bayside, New York, NY 11361 (718) 224-9091 - TEL (718) 224-9143 - FAX t4 TC 30.48 BC 30.12

A-311.00

A-310.00

100'-0"

68'-9"

100'-0"

50'-0"

C1-9/R-10

18'-9"

LOT 8

C1-9A/R-10A

LOT 4 EXISTING-OUT 1 STORY BRICK EXTENSION

24'-8"

39'-10 3/4"

50'-0"

LOT 8 EXISTING 1 FLOOR

LOT 4 EXISIITNG-OUT

C1-9A=R10A

TC 30.17 BC 29.82

18'-7"

10'-6 1/2"

ROOF OVER STAIR BULKHEAD EL = + 426' - 7 1/2"

24'-6"

10'-0" SETBACK @ WIDE STREET

46'-4 1/2"

ROOF OVER 34TH FLOOR

14'-5"

19'-2 1/2"

10'-0"

51'-2"

ROOF OVER 1st FLOOR EL = + 44' - 2"

2 A-361.00 4 A-253.00

2 3 ROOF

OVER 8TH FLOOR

ROOF OVER EMR

LOT 9 EXISIIT OUT NG-

0'-5"

TC 30.11 BC 29.58

A-310.00

A-524.00

A-361.00

24'-7 1/2"

FDNY

3CONNECTION

A-250.00 18

A-301.00

ROOF OVER 35TH A-752.00 16 FLOOR

19'-1"

74'-1"

EXISTING HYDRANT

20'-1"

A-300.00

A-350.00 12

44'-6 3/4"

25'-3 1/4"

0'-4"

43'-2"

6'-7"

ROOF OVER 22ND FLOOR EL = + 262' - 4"

A-311.00

30'-1"

30'-0" 2

41'-1"

TC 29.16 BC 28.91

30'-1"

A-252.00

60'-1"

40'-0"

10'-0"

ROOF OVER 14TH FLOOR

13'-6"

100'-0"

Issue DOB Initial Filing Set 100% SD Issue 100% DD Issue HPD FILING SET 2 DOB Initial Filing Set-Obj. Resp. 80% CD Issue 95% CD SET Issue for Construction

A-253.00

36'-6"

50'-0" FDNY 2 CONNECTION

Rev

100'-0"

TC 28.73 BC 28.48

Date 06.26.19 06.28.19 09.20.19 11.19.19 11.26.19 12.04.19 03.13.20 10.01.20

43'-0"

19'-1"

ROOF OVER 8TH FLOOR EL = + 113' - 0"

No 1 2 6 7 8 9 11 15

TUNNEL

22'-8"

ROOF OVER 34TH FLOOR

LOT 8 EXISTING 3 FLOORS

OSE MONTR

10'-0"

14'-5" 12'-8 1/2"

TC 29.83 BC 29.34

25'-3"

STREET

5'-11"

EXISTIN G

19'-8 1/2"

98'-9"

10'-0" 98'-9"

3RD AVENUE (100' WIDE)

0'-5"

A-301.00

18'-9"

150'-0"

18'-9"

A-340.00

C1-9/R-10

C1-9A/R-10A

LOT 8

168'-9" EXISTING HYDRANT

TC 28.50

TC 28.12

BC 28.17

BC 27.79

t18

TC 26.99 BC 26.66

t18

OSE MONTR

NOTES:

TC 25.36 TC 25.52

BC 24.85

BC 25.12

2 A-300.00

EAST 34TH STREET (100' WIDE)

10/8/2020 10:42:10 PM

C:\Users\scatania\Documents\509 Third Ave_TOWER_scatania.rvt

CLIENT THIRD AND THIRTY FOUR LLC 1999 Marcus Avenue, suite 310 Lake Success, NY 11042 381 Park Avenue South, Suite 621 New York, NY 10016

PROJECT 509 3rd Avenue New York, NY 10016

TITLE SITE PLAN

SCALE: 1/8" = 1'-0" DATE: PROJECT #: 18.126

A-100.00

ISMAEL LEYVA C1-9/R-10

C1-9A/R-10A

A R C H I T E C T S,

LOT 8

P. C.

WSP USA

Structural Engineer One Penn Plaza, 250 W 34th St, 2nd Fl. New York, NY 10119 (212) 687-9888 - TEL

MEP Engineer MEP FP Engineer

217-22 Nothern Boulevard Bayside, New York, NY 11361 (718) 224-9091 - TEL (718) 224-9143 - FAX

A-333.00

A-310.00 2 A-301.00

1 A-321.00

A-327.00

A-328.00

A-311.00

A-322.00

A-323.00

EXISTING PARTY WALL

A-324.00

A-310.00

137'-2"

A-325.00

1'-0"

1'-9"

2" 1'-7" 7"

1'-4"

3'-9"

8'-3"

5'-0"

DENOTE NET AREA BOUNDARY

3'-9"

5'-1"

26'-6"

PE-2 3000# @ 700 F.P.M

PE-1 3000# @ 700 F.P.M

1'-4"

5'-7 1/2"

65'-5"

8" 13'-5 1/2"

5'-1"

5'-2 3/4"

2'x2'x2' ELEVATOR PIT

3'-6"

5'-6 1/4"

3'-6"

T.O.S. EL + 16' - 10" 4'-4"

2'-2"

3'-6"

4'-11"

E0.1 D2.2 6"

5'-7 1/2"

66'-9"

T.O.S. EL + 13' - 5" M2.1 M2.1

23'-5"

6'-9 1/2"

12 16" x 32"

M2.1

6'-6 1/2"

3'-9"

61'-6"

1'-6"

M2.2

C0.1

SUMP PUMP PIT WITH GASKETED AIR TIGHT FRAME & COVER

C19

1'-5"

TOILET 65 SF

16'-4 1/2"

6 16" x 32"

C16

1'-2"

9 16" x 32"

10 16" x 32"

BREAK ROOM 167 SF

M2.1 6" 6"

4'-6"

11'-4 1/2"

M. LOCKER RM. 97 SF M2.1

M2.2

M2.1

11'-2 1/2"

2'-8"

M2.1

C14

M2.1

C09

4'-6"

4'-5"

171 24" x 30"

M2.1

COMM. RUFUSE RM.

C18 F

NOTES: 6"

79'-1"

8'-10"

8'-7"

5'-4"

C10

MB-C

154 24" x 14"

TELECOM 75 SF

6" 6"

2'-6 1/2"

16'-5"

MB-A

MB-B

750kVA XFMR

RAU CH. 11 CH. 12

M2.1

M2.1 2'x2'x2' SUMP PIT

9'-6"

T.O.S. EL + 15' - 10"

7'-7 1/4"

2'-9 1/2"

C11

6" 6"

ELECTRICAL RM. 702 SF

D2.2

153 16" x 28"

8'-11"

5'-8"

12'-6 1/2"

19'-9"

13'-0"

7 16" x 32"

6" 3'-7 1/2"

T.O.S. EL + 15' - 10"

2" 1'-3" 1'-0"

8 18" x 32"

5'-8"

7'-5 1/2"

6'-8 1/2"

M2.1

8'-6 1/4"

GFI

4'-5"

M2.2

103 48" x 12"

C13

COMMERCIAL 6,533 SF

38'-5 1/2"

M2.1

7'-4 1/2"

4'-2"

T.O.S. EL + 13' - 5"

9'-0"

172 20" x 24"

1'-5"

1'-3" 1'-0"

1'-0"

1' - 3"

12'-0"

108 40" x 12"

107 40" x 12"

1'-3"

SOY 0' - 0" SOX 0' - 0"

1'-3" 1'-0"

106 40" x 12"

157 32" x 19"

3'-9"

E0.1

4"6"

1'-3"

48'-8 1/2"

8'-3 1/2"

7'-10 1/2"

38'-9 1/2"

4'-2"

45'-10 1/2"

C15

GFI

W. LOCKER RM. 113 SF

7'-4 1/2"

14'-4"

A-329.00

111 16" x 28"

GFI

9'-3"

A-311.00

135' - 3"

136'-8"

CLIENT

C:\Users\scatania\Documents\509 Third Ave_TOWER_scatania.rvt

EXISTING FOUNDATION WALL

10/8/2020 10:48:16 PM

Issue DOB Initial Filing Set 100% SD Issue 100% DD Issue HPD FILING SET 2 DOB Initial Filing Set-Obj. Resp. 80% CD Issue Foundation Permit Set 95% CD SET DOB Set Updates Revised Foundation Issue for Construction

GAS METER RM 159 SF

1'-0"

C08

11'-6"

C21

M2.1

8'-10"

CL O S

6'-1 1/2"

Rev

6'-6 1/2"

3"FD-B

4"FD-B

EN OP

1'-4"

T.O.S. EL + 16' - 10"

GFI

15'-2 1/2"

Date 06.26.19 06.28.19 09.20.19 11.19.19 11.26.19 12.04.19 02.03.20 03.13.20 04.10.20 07.16.20 10.01.20

T.O.S. EL + 15' - 10"

SUPER'S OFFICE / WORKSHOP 187 SF

M2.1

C07

1'-4"

16'-4 1/2"

6 BIKES RACK: 30"x 68" (54 SF MIN)

7'-8"

30'-1 1/2"

74'-1"

71'-11"

WATER SERVICE ROOM 385 SF

1'-4"

2'-0"

No 1 2 6 7 8 9 10 11 13 14 15

150 30" x 16"

GFI

GV 1 8"x8"

4'-2"

170 24" x 30"

8'-10"

GFI

14'-6"

5A 32" x 16"

C04

9'-8 1/2"

2" 1'-3" 1'-0"

6'-11"

101 40" x 12"

BIKE 66 SF

1'-0"

6'-11"

C06

C17

9'-8 1/2"

4"FD-B

1'-4"

A-326.00

7'-2 1/2"

GFI

OL C

11'-6"

4 16" x 32"

M2.1

OL C

12'-6"

41'-3 1/2"

GFI

FIRE SERVICE ACCESS ELEVATOR

6 1/2"

8'-10 1/2"

M3.1

4"1'-0"

3 16" x 32"

C05

23'-9 1/2"

24'-5 1/2"

11'-8" SE/PE-3 3000# @ 700 F.P.M

6" 2'-0"

OUTLINE OF HOIST CAR LOCATION

5'-3 1/2"

7'-6"

D2.2 C03

FIRE PUMP

1'-0"

7'-4"

14'-6"

65'-5"

5'-7 1/2"

6'-2 1/2"

1'-3" 2"1'-0"

6" 1'-4 1/2"

C01

A-310.00

H2.3

2'-6 1/2"

M3.1

6 1/2"

3'-1 1/2"

STAIR B

6'-2 1/2"

36" x 36" access hatch

110 20" x 35"

C02 4"FD-B

Compactor Room compliance BC 28.2-1213.1, exception 1 @ 1sf / du, 229sf net area required *238sf net area provided 11'-3 1/2"

A-332.00

E0.1

H2.3

COMPACTOR RM./JANITOR 321 SF

3'-9"

A-580.00

T.O.S. EL + 16' - 10" 18'-7 1/2"

DETENTION TANK 220 SF

123 36" x 12"

1 3'-9"

15'-5"

15'-6"

13 32" x 16"

T.O.S. EL + 16' - 10" 1'-4" 3'-9"

17'-8" 11"

15'-1"

STAIR A UP

4'-7 1/2"

M3.1 11'-4 1/2"

M3.1

EF 1 8"x10"

4'-3" 2" 1'-3" 1'-0"

124 24" x 14"

2 42" x 22"

1 44" x 22"

100 34" x 12"

1'-4" 2"7"

1'-1" 7"

2" 1'-0" 7"

1'-3"

1 A-320.00

2 A-340.00

A-330.00

A-331.00

C1-9/R-10

UTILITY SERVICE FOR CONDUITS AT CELLAR SLAB . REFER TO MEP DWGS

C1-9A/R-10A

THIRD AND THIRTY FOUR LLC

LOT 8

1999 Marcus Avenue, suite 310 Lake Success, NY 11042 381 Park Avenue South, Suite 621 New York, NY 10016

PROJECT 509 3rd Avenue New York, NY 10016

TITLE District C1-9 C1-9A GFA

SF 7,111 SF 3,303 SF 10,415 SF

Floor Area Commercial Commercial Mechanical Residential Common

District C1-9 C1-9A C1-9 C1-9

SF 3,229 SF 3,303 SF 1,787 SF 2,096 SF 10,415 SF

CELLAR FLOOR PLAN

SCALE: 1/4" = 1'-0" DATE: PROJECT #: 18.126

A-200.00

ISMAEL LEYVA A R C H I T E C T S,

P. C.

1 C1-9/R-10

C1-9A/R-10A

A-310.00 50'-0"

WSP USA

49'-8" 2'-0"

GROUND FLOOR AREAS DISTRICT C1-9 C1-9 C1-9 C1-9

AREA 4,493 SF 613 SF 989 SF 355 SF

C1-9 C1-9

COMMERCIAL BIKE RM. MECHANICAL

C1-9A C1-9A C1-9A

255 SF 587 SF 7,292 SF 3,628 SF 692 SF 596 SF 4,915 SF 12,207 SF 12,207 SF

(212) 687-9888 - TEL

MEP Engineer

173 14" x 14"

M2.2

LOT 4 EXISTING-OUT 1 STORY BRICK EXTENSION

MEP FP Engineer

217-22 Nothern Boulevard Bayside, New York, NY 11361 (718) 224-9091 - TEL (718) 224-9143 - FAX

M2.2

1" 10"

BIKE RM. 692 SF

6 1/2"

24'-5 3/4"

23'-0 3/4"

D2.2

4'-6 43/256"

MECHANICAL 596 SF

A-310.00

A-520.00

A-327.00

A-328.00

A-321.00

A-311.00

A-322.00

A-323.00

A-520.00

M2.2

A-324.00

A-325.00

55 BIKE SPACES PROVIDED

4'-4"

A-301.00

23'-8 1/2"

4'-4 3/4"

24'-6 1/2"

01 level 1: 9 Grand total

One Penn Plaza, 250 W 34th St, 2nd Fl. New York, NY 10119

23'-8 1/2"

12,207 SF

UNIT COMMERCIAL CORE LOBBY EXIT / SERVICE CORR. PACKAGE MAIL

16'-2 1/2"

SF 4,493 SF 4,915 SF 2,799 SF

4'-4"

District C1-9 C1-9A C1-9

23'-8 1/2"

Floor Area Commercial Commercial Residential Common Grand total

10"

2'-0"

10"

121 24" x 12"

10'-9"

122 24" x 12"

22'-5"

LOT 4 EXISTING-OUT 5 FLOORS

SF 7,292 SF 4,915 SF 12,207 SF

2'-0"

M2.2

120 12" x 24"

24'-7"

District C1-9 C1-9A

17'-11 1/2"

10"

15'-8 1/2" 1"

1'-0"

Structural Engineer

A-520.00

5'-7 107/128"

100'-1"

6 1/2"

3'-9"

1'-4"

PE-1 3000# @ 700 F.P.M

2'-2"

3'-6"

5'-1 3/8" F0.2

5'-5" PWM 9 4"ø

G15 4"ø

5'-9 1/2"

5'-1 1/2"

4'-1 1/2"

6 1/2"

7'-1 1/2" 6 1/2"

57'-11"

1'-9"

6 1/2"

11 3/4" 6'-1"

C0.3

EF 12"x12"

5A 32" x 16"

4 16" x 32"

150 30" x 16" OUTLINE OF COL. @ 2ND FL.

H2.3

Rev

6'-7"

9'-4 1/2"

1'-4"

71'-4 1/2"

10'-10"

6 16" x 32"

C2.1

9 16" x 32"

OUTLINE OF COL. @ 2ND FL.

64'-11 3/4"

10 16" x 32" OUTLINE OF COL. @ 2ND FL.

1'-8"

20'-11 1/2"

1'-2 1/2"

1'-6"

73'-7"

PWM 4 4"ø G14 8"ø

OUTLINE OF COL. @ 2ND FL.

170 16" x 18"

Date 06.26.19 06.28.19 09.20.19 11.19.19 11.26.19 12.04.19 02.03.20 03.13.20 04.10.20 07.16.20 10.01.20

70'-5 1/2"

D0.1

D2.2

No 1 2 6 7 8 9 10 11 13 14 15

OUTLINE OF COL. @ 2ND

OUTLINE OF COL. @ 2ND FL.

G5 2"ø

6 1/2"

10 1/2" 6 1/2"

RX 1 8"x8"

6 1/2" 3'-8"

1'-6 1/2"

51'-4 1/2"

15'-9 1/2"

PACKAGE 255 SF

175 18" x 18"

3 16" x 32"

2'-11 1/2"

6 1/2" 3'-0 1/2"

6" 2'-8 1/2"

F0.2

4'-0"

P14 G12 4"ø 4"ø D2.2

CV 2 12"x21"

8'-9 1/2"

9'-11 1/2"

H2.3

57'-11"

23'-0"

1'-6 1/2"

3'-2 1/2" 2" 3'-0"

15'-3 1/4"

P5 4"ø

12'-2 3/8"

8'-4"

6 1/2"

5'-3" 1'-8"

3'-8 1/2"

C2.1 2'-7 1/4"

F0.2

0106 0105

6 1/2"

D2.2

F.F.EL + 30' - 2"

4'-1 1/2"

0104

GFI

D2.2

C2.1

S.CONNECTION 10'-3 1/2" 6"ø

74'-1"

P4 4"ø

6 1/2"

2" 2"

6'-0"

3'-6"

35'-10"

1'-8 5/8"

D2.2

OUTLINE OF HOIST CAR LOCATION

T.O.S. EL + 29' - 11"

25'-11 1/4"

6 1/2"

PL = + 30.14'

2'-0 81/128"

16'-2"

35'-10"

OUTLINE OF COL. @ 2ND FL.

T.O.S. EL + 26' - 1"

D2.2

2'-2"

5'-6 1/4"

FIRE SERVICE ACCESS ELEVATOR

12 16" x 32"

21'-11 47/128"

6" 24'-5 1/2"

15'-0 7/8"

18'-6 1/8"

3'-6"

T.O.S. EL + 29' - 11" F.F.EL + 30' - 2"

1'-0"

3RD AVENUE

5'-7 1/2"

3'-9" 6 1/2"

PE-2 3000# @ 700 F.P.M

SE/PE-3 3000# @ 700 F.P.M

H2.3 12'-6 1/4"

A-522.00

OSE MONTR

MAIL 587 SF

3'-1 1/2"

7'-6"

23'-9" 6'-9 1/2" 8'-5 3/4"

D2.2

15'-9 1/4"

1'-8"

26'-3"

26'-6"

1'-8"

41'-11"

98'-8"

3'-9"

6 1/2"

5'-1"

123 24" x 12"

98'-2"

9'-9 1/4"

3'-9 1/2"

1'-6 3/4"

5'-1"

0110

6 1/2"

4'-5"

124 24" x 14"

26'-3"

T.O.S. EL + 28' - 5 1/2"

0111

D2.2

F.F.EL + 30' - 2" 1'-4"

LOBBY 26'-0 1/2" 989 SF

2'-10"

D2.2

24'-2 1/2"

5'-4 1/4"

STAIR B

4'-5 1/4"

15'-9 1/4"

A-413.00

GV 1 8"x8"

11'-2 1/2"

6 1/2"

0103 DN

STAIR A

6 1/2"

1'-8"

101 26" x 28"

1'-4 7/8"6"

17'-0"

0101

EXISTING HYDRANT

5'-3 1/8"

4'-5"

C2.1

7 1/2"

2'-10"

F0.2

8'-7 1/4"

A-310.00

5'-3"

110 14" x 31"

4'-9"

10 1/2"

A-332.00

1'-5"

15'-7"

1'-8 5/8"

6 1/2"

L1 10"ø

A-520.00

2'-4"

1'-7"

D2.2

3'-9 1/2"

1'-1 1/2"

C2.1

A-580.00

CW1 4"ø CW2 4"ø

T.O.S. EL + 28' - 5 1/2" 4'-9" 1'-4"

13'-9"

0119

GFI

6'-7"

4'-1 1/2" F1 6 1/2"

7 1/2"

FDNY CONNECTION

0107

1'-6 1/2"

1'-5" 3'-9" 6"

H2.1

16'-7 1/2"

13 32" x 16"

6 1/2"

PL = + 30.31'

PL = + 30.14'

2'-10"

1 C2.1

2'-3 1/4"

H2.3

F.F.EL + 30' - 4"

A-326.00

OUTLINE OF COL. @ 2ND

174 14" x 14"

D2.2

8'-4"

5'-1"

3'-9"

23'-3"

1'-4"

3'-9"

6'-2 1/2"

EXIT / SERVICE CORR. 14'-3 1/2" 355 SF

4'-2 1/2"

9'-9"

0102

11"

8'-2 1/2"

8'-5"

EF 1 20"x4"

8'-5"

10"

0109

2 30" x 16"

11" 4" 7"

1 32" x 16"

8'-7 1/2"

OUTLINE OF CANOPY ABOVE

M2.2

5'-9 1/2"

PL = + 30.31'

100 26" x 28"

2'-0"

TC = + 29.83'

30'-1"

P1 P2 4"ø 4"ø

9" 3'-1" 2" SEISMIC JT. 7"

TC = + 30.11'

9'-9 205/256"

10 1/2" 8" 2"

PL = + 30.40'

60'-1 51/256"

P23 2"ø

30'-8"

1 A-329.00

2 A-311.00

COMMERCIAL 8351 SF

39'-11 3/4"

PL = + 29.31'

46'-2"

OUTLINE OF COL. @ 2ND FL.

C2.1

P22 2"ø

M2.2 H2.3

4'-2"

153 16" x 28"

6 1/2"

SOY 14' - 6" SOX 126' - 10"

0108

8'-2 1/2"

8'-4"

F.F.EL + 29' - 4"

NOTES:

154 24" x 14"

103 26" x 36" T.O.S. EL + 28' - 1"

0112

171 16" x 18"

7 16" x 32" 35'-3"

3'-8"

G3 2"ø

41'-7 1/4"

14 A-520.00

8 18" x 32"

37'-6 1/4"

46'-6"

13'-6"

G6 2"ø

6'-3"

TC = + 29.16'

4'-0"

8'-4"

TEST V.CONNECTION 6"ø

1'-0"

PL = + 28.97'

1 3/4" 3'-1 1/4" 16

0113

PL = + 28.97'

0114

PL = + 28.15'

PL = + 27.51'

K 6'-7"

8'-8"

13'-6"

3'-8"

8'-8"

10'-5"

21'-0"

1'-11"

8'-8"

FDNY CONNECTION

8'-8"

24'-8"

0116

PL = + 27.51'

9'-4"

21'-0"

K 9'-4"

3'-8"

22'-1 1/2"

T.O.S. EL + 26' - 4 1/2" F.F.EL + 26' - 4 1/2"

PL = + 26.32'

4'-1"

5'-0 1/2"

6 1/2"

11'-2"

F.F.EL + 26' - 2" 157 28" x 28"

8" 8"

172 16" x 31"

CLIENT THIRD AND THIRTY FOUR LLC

0117

PL = + 26.99'

K 8'-8"

3'-8"

0115

108 28" x 26"

T.O.S. EL + 26' - 1" F.F.EL + 27' - 0"

E0.2

9'-3 1/2"

1'-6"

8'-4"

1'-4 1/2"

4'-5"

107 28" x 26"

F.F.EL + 27' - 6 1/2"

106 28" x 26"

E0.2

SOY 0' - 0" SOX 0' - 0"

T.O.S. EL + 27' - 5"

18'-7" 4'-0 1/2"

105 28" x 26"

104 28" x 26"

S.CONNECTION 6"ø

105A 18" x 13"

1'-2 1/4"

F.F.EL + 28' - 2"

4'-2"

1'-6" 7 1/2"

E0.2

7 1/2" 1'-2"

T.O.S. EL + 28' - 1" E0.2

4'-0"

1'-6" 7 1/2"

F.F.EL + 29' - 0"

4'-10"

9'-4 1/4"

6'-10"

PL = + 26.12'

K 8'-8"

0118

PL = + 26.12'

PL = + 25.92'

1999 Marcus Avenue, suite 310 Lake Success, NY 11042

381 Park Avenue South, Suite 621 New York, NY 10016

PL = + 26.32'

20'-9 1/2"

3'-8"

A-520.00

7'-10"

3'-8" 4" SEISMIC JT.

150'-0"

2 13

A-520.00

A-340.00

12 13

A-520.00

EAST 34TH STREET

C1-9/R-10

A-520.00

PROJECT 509 3rd Avenue

C1-9A/R-10A

New York, NY 10016 1

A-320.00

A-330.00

A-331.00

TITLE GROUND FLOOR PLAN

TC = + 28.50'

TC = + 28.12'

OSE MONTR

t18

TC = + 26.99'

t18

OSE MONTR

EXISTING HYDRANT

OSE MONTR

C:\Users\scatania\Documents\509 Third Ave_TOWER_scatania.rvt 10/8/2020 10:48:36 PM

T.O.S. EL + 28' - 1"

90'-1"

3'-3 1/2"

E0.2

PL = + 28.97'

LOBBY

4'-0"

F.F.EL + 26' - 4 1/2"

2'-1 1/2" 2"

6'-7 1/4"

TC = + 28.73'

3'-6"

7'-4"

8'-0"

T.O.S. EL + 26' - 1"

F.F.EL + 28' - 2"

PL = + 29.31'

3'-8"

18'-10"

T.O.S. EL + 28' - 1"

8'-4"

UP 6'-0"

SCALE: 1/4" = 1'-0" DATE: PROJECT #: 18.126

t6 TC = + 25.52'

A-201.00 2 A-300.00

1 A-310.00

ISMAEL LEYVA C1-9/R-10

C1-9A/R-10A

A R C H I T E C T S,

LOT 8

P. C.

A-513.00

WSP USA

Structural Engineer 10'-1 7/8"

One Penn Plaza, 250 W 34th St, 2nd Fl. New York, NY 10119 (212) 687-9888 - TEL

MEP Engineer MEP FP Engineer

3'-8" HIGH PARAPET AS PER BC 28.2-1013.1 & 1607.7 13'-7"

217-22 Nothern Boulevard Bayside, New York, NY 11361 (718) 224-9091 - TEL (718) 224-9143 - FAX

15'-3 1/2"

O.D. T.D.

8'-10"

A-514.00

A-327.00

A-328.00

A-321.00

A-311.00

A-322.00

A-522.00

A-323.00

A-324.00

A-325.00 2

100'-1"

A-325.00

88'-7"

8'-0"

3'-5"

LOT 4 EXISTING. 5 FLOORS 11 1/4"

4'-3" 3'-5"

9'-11"

10'-4"

3'-6"

12'-2"

12'-3"

12'-1 1/2"

11 1/4"

2'-11" 4

3'-5" 9'-10"

W7b 5'-3"

3'-4" 3'-8"

A-522.00

8'-8"

W7b 5'-3"

3'-5" 3'-8"

W7b 5'-3"

3'-5" 8'-8"

3'-8"

8'-8" 1

W7b 5'-3"

3'-5" 3'-8"

11 1/4"

11'-4 3/4" 4"

1'-7"

2'-8"

4'-2" 8"

3'-7 1/2"

7'-11 1/2"

1'-7"

8'-0"

3'-8" 4"

10"

47'-8"

5'-10"

11 1/4"

1'-0"

4'-2"

7 1/4"

171 16" x 18"

K OR CE W A " 30 URF S

O K H 3

154 20" x 14"

KL-5

L 720 SF

BA-2

D1.1

1 BR

LR/DR 11'-7" X 17'-6"

11'-4"

12'-5 1/2"

11'-6 1/2"

108 24" x 14"

107 24" x 14"

C0.1

2'-0"

NOTES:

12'-4 3/4"

D0.1

D1.1

BR #1 11'-2" X 10'-11"

LOT 8 EXISIITNG. 4 FLOORS

LR/DR/SA 12'-4" X 23'-6"

5'-10 1/2"

3 H

C0.3

LR/DR/SA 11'-3" X 16'-9"

20'-2 3/4"

4'-9 1/2"

20'-2 3/4"

W/D

2'-8" C

1'-1"

8'-10"

W7b 5'-3"

3'-5" 8'-8"

3'-8"

W7b 5'-3"

3'-5" 8'-8"

3'-8"

W8b 5'-11"

3'-5" 8'-8"

3'-8"

11 1/4"

W9b

1'-2 1/4"

LR/DR 12'-5" X 18'-2"

D1.1

10 1/4"

11'-2"

12'-4 3/4"

157 24" x 14"

172 16" x 18"

11 1/4"

D0.2

11'-4 3/4"

10'-4 1/4"

8'-3 1/4" 2'-1" 9" 8" 2'-1"

8" 2'-1"

4'-0"

15'-3"

W10b

106 24" x 14"

4" C

W8b 5'-11"

3'-5"

9'-4"

3'-8"

3'-5"

9'-4"

3'-8"

W7b

W7b 5'-3"

3'-5"

8'-8"

5'-3" 3'-8"

100'-0"

8'-8"

3'-5"

W6b 4'-5"

3'-8"

3'-5"

11 1/4"

11'-8 1/2"

11 1/4"

104 24" x 14"

7'-10"

3'-8" 4" SEISMIC GAP

50'-0"

CLIENT

A-521.00

THIRD AND THIRTY FOUR LLC

EAST 34TH STREET SEC 504/UFAS VISUAL / HEARING IMPAIRED UNIT @ 2ND FLOOR

1 A-320.00

SEC 504/UFAS MOBILITY IMPAIRED UNIT @ 2ND FLOOR

C1-9/R-10

A-330.00

A-331.00

LOT 8

C1-9A/R-10A

1999 Marcus Avenue, suite 310 Lake Success, NY 11042 381 Park Avenue South, Suite 621 New York, NY 10016

PROJECT 509 3rd Avenue New York, NY 10016 TELE/DATA TYPE SYMBOLS

RECEPTACLE TYPE SYMBOLS

WALL MOUNTED TELE/DATA RECEPTACLE WALL MOUNTED DATA RECEPTACLE FLOOR MOUNTED TELE/DATA RECEPTACLE

NID

NID BOX WITH ONE DUPLEX RECEPTACLE

BIKES

DISTRICT C1-9A

CORE

C1-9

WALL MOUNTED SWITCHED RECEPTACLE

CORRIDOR CORRIDOR

C1-9 C1-9A

WALL MOUNTED APPLIANCE RECEPTACLE

WALL MOUNTED QUAD RECEPTACLE

INACCESSIBLE ROOF

C1-9A

DINING AREA - JUNCTION BOX

THERMOSTAT

MECH

C1-9

HALLWAY

KITCHEN LIGHTS

SWITCHED OUTLET

T NOTE : ALL RECEPTACLE BOXES LOCATED ON OPPOSITE SIDES OF A PARTITION TO BE SEPARATED BY A DISTANCE OF 24”.

GFI

WALL MOUNTED DUPLEX - GROUND FAULT INTERRUPTING

FLOOR MOUNTED SWITCHED RECEPTACLE

UNIT

LIGHTING CONTROL ZONES

WALL MOUNTED RECEPTACLE

FLOOR MOUNTED RECEPTACLE

10/8/2020 10:49:03 PM

D0.1

BA-2B C0.1

11 1/4"

4'-10"

F0.2

K OR CE W A " 30 URF S

11 1/4"

11'-11"

D1 2'-0 1/4" 6"

10 1/4"

10'-0"

4'-10"

F0.1

3'-9"

NID

11 1/4"

10'-6"

D0.1

W/D

D1.1

9 1/4"

6'-10"

3 1/2"

1'-9"

C1.1

23'-4"

4'-11"

1 BR

Issue DOB Initial Filing Set 100% SD Issue 100% DD Issue HPD FILING SET 2 DOB Initial Filing Set-Obj. Resp. 80% CD Issue 95% CD SET DOB Set Updates Issue for Construction

C0.1

5'-11"

KS-1

548 SF

D0.1

4'-8"

5'-0" 8" 2'-1"

153 14" x 24"

NID

C1.1

Rev

BA-2

7 1/4"

BR #1 11'-5" X 11'-6"

Date 06.26.19 06.28.19 09.20.19 11.19.19 11.26.19 12.04.19 03.13.20 04.10.20 10.01.20

D0.1

1'-0"

7" 2'-1 1/2"

2'-8 1/2" 4'-9"

C1.1

105 24" x 14"

SOY 0' - 0" SOX 0' - 0"

C:\Users\scatania\Documents\509 Third Ave_TOWER_scatania.rvt

3'-8 1/2"

1'-8"

H 3

2'-2 1/2"6 1/2"

1'-8"

11'-4 1/4"

C1.1

6 1/2"

3 H

5'-0"

1'-7"

155 24" x 14"

LR/DR/SA 12'-1" X 16'-9"

7 1/4"

D0.2

5'-0"

H 3

NID

452 397SF SF

0 BR

6 1/2"

K O

K OR CE W A " 30 URF S

2'-0"

7'-0"

5'-0"

11'-11 3/4"

4'-6 1/2"

7 14" x 30"

4'-8"

KX 6 8"x6"

7'-11"

2'-0" 6 1/2"

No 1 2 6 7 8 9 11 13 15

11 1/4" 1'-11 5/8"

TX 10 10"x6"

2'-0"

7'-1"

8'-0" 8 1/2"

KL-1

1'-5"

11'-0 1/4"

NID NID

11 1/4"

11 1/4" H K O 3

21'-6"

A-329.00 6 1/2"

K OR CE W A " 30 URF S

C1.1

2'-3 1/2"

KX 4 6"x8"

1'-11 1/4"

5'-5 1/4"

6 1/2"

2'-6" 6 1/2"

6 1/2"

2'-8"

3'-6 1/2"

SA 7'-0" X 7'-0"

170 16" x 18"

A-522.00

3'-8"

2'-5 1/2"

6" 10'-10 3/4" KG-1A

7'-10 1/2"

3'-8"

2'-0"

2'-2" O 4" H 3

3'-1"

MC-1

D1.1

LR/DR/SA 12'-2" X 23'-6"

B 4"

6'-4"

10'-10 3/4"

D1.1

6 1/2"

KL-7A

12'-2 3/4"

11'-1 1/2"

4'-8"

W/D

3'-7 3/4"

3'-1"

152 ?

K O

W/D

D1.1 11'-4 1/2"

2'-5" 5'-9 1/2"

4" 2'-8" 10" 2'-8" 5"

D1.1

1'-5"

2'-10"

6'-0 1/2"

5'-3 1/2"

8'-2 1/2" 6"

11'-4" KG-1

D1.1

KX 5 6"x8"

C1.1

6 1/2" 5'-0"

5'-0"

2'-5 1/2" 6 1/2"

5'-9"

2'-1" 8"

BA-1

1'-2"

MC-1

3'-4"

KL-1

KX 3A 6"x9"

KX 3B 6"x9"

0 BR

H2.3

3'-9"

W4a

D0.2

D0.1 12'-1 1/4"

3'-3"

7'-11"

8'-0"

2'-1"

6 1/2"

6 1/2" 5'-0"

6 1/2"

BA-1A 6'-9"

B 4"

3'-6"

3'-5"

A-522.00

2'-1"

2'-4"

13'-9 3/16"

LR/DR/SA 12'-1" X 19'-7"

3'-5"

D1.1

4'-7"

W5b

426 SF

W 3'-6 1/2"

C1.1

3'-8"

4" SEISMIC GAP

8'-0"

3'-8"

11'-10 1/4"

7'-4 1/2"

2'-4" W/D

D1.1

LR/DR/SA 11'-3" X 23'-9"

C0.3

3'-5"

LR/DR 15'-6" X 10'-5"

13'-5 3/4"

MC-1

10'-11"

C1.1

4'-2"

15'-7 3/8"

17'-5 3/4"

D1.1

W4"

K OR CE W A " 30 URF S

2'-0"

6 1/2"

TX TX 1 7B 18"x16" 4"x16"

UNIT L TERRACE 99 SF

F0.2

5'-1 1/4"

25'-10 1/4"

4'-0"

10"

450 SF

0 BR

8 14" x 34"

NID

5'-7"

W/D

4'-0"

K OR CE W A " 30 URF S

6 1/2"

D2.2

C0.1

7'-10"

4'-11"

3'-8"

D2.2

8'-9 3/4"

9'-0"

B 4"

6'-4"

C0.3

4'-5"

3'-5"

D2.2

15'-5 1/2"

2'-1"

BA-1

1'-2"

4'-11"

14'-6 1/2"

C1.1

2'-5 1/2" 6 1/2"

BA-1 6'-4"

B 4"

KL-1

2'-1"

10'-8"

C1.1

2'-0"

451 SF

4'-2"

W4a

10'-4 1/4"

1'-5"

5'-9" 4"

1'-7"

4'-11"

6 14" x 28"

A-524.00

C0.3

C2.1

D2.2

TX 7A 6"x12"

F0.2

4'-7"

151 28" x 14"

BIKES 58 SF

H K O 3

8'-7"

BA-1

4'-11"

10" 2'-8"

9'-2 1/2"

14'-1 3/4"

4'-5" 3'-11"

W/D

5'-0"

2'-10"

K OR CE W A " 30 URF S

1'-8"

1'-0"

MC-1

4'-11"

C1.1

H 3

3 H K O

7" 1'-2"9 1/2"

18'-7 3/4"

3'-5 1/2"

@ 15 SF PER BIKE= 4 BIKES

H 3

0 BR

3'-10"

KX 2 4"x18"

BR #2 11'-11" X 11'-6"

2'-5" W/D

3'-7 1/2"

8'-0"

150 24" x 14"

KX 1 20"x12"

5 24" x 14"

17'-8 1/4"

3'-6"

W4"

37'-2"

5'-9"

0 BR

3'-10"

D1.1

6'-4"

D1.1

D0.1

3'-0"

49'-6"

H2.1

CV 2 20"x18"

4'-4"

BR #1 10'-6" X 11'-10"

D0.1

6'-8"

A-522.00

8'-8"

3'-0"

LR/DR/SA 20'-11" X 11'-10"

3'-5 1/2"

D0.1

460 SF

NID

1'-6" 4"

D0.1

456 SF

A-523.00

12'-0"

F0.2

9'-2 1/2"

2'-11"

9 16" x 32"

KL-1

A-524.00

UNIT M TERRACE 158 SF

A-524.00

4'-2"

26'-3"

4" 3'-7 3/4"

3'-5"

E0.2

1 13

12'-0"

D2.2

23'-5 3/4"

10'-8"

C0.3 4'-0"

2'-11"

D0.1 4"

112 14" x 24"

2 BR

14'-1 3/4"

4'-6" HIGH CEDAR FIRE RETARDANT WOOD FENCE

O.D. T.D.

UNIT N TERRACE 119 SF

3O H

12'-5 1/4"

H 3

4"4"4"

D2.2

BA-1

KX 1 4"x12"

H K O 3

2'-11"

3'-8"

W3a

109 14" x 24"

MC-1 K OR CE W A " 30 URF S

2'-8" 2'-0"

4'-11"

F0.2

25'-6 3/4"

D0.1

1 A-524.00

7'-1 1/2"

1 A-524.00

G15 4"ø

3 14" x 28"

7 1/4"

4'-4 3/4"

TX TX 6A 6B 8"x8" 8"x8"

H K O 3

D1.1

3'-3"

1'-8"

4'-11"

3'-5"

D0.1

4'-11"

10'-7 1/2"

2'-1 1/2"

879 SF

LR/DR 12'-1" X 18'-9"

DOOR ACCESS TO INACCESSIBLE ROOF FOR MAINTENANCE

4 ?

D0.2

6'-4"

3'-5"

4" 1'-6"

2'-0"

1'-2"

1'-8"

25'-6 3/4"

6'-9" D0.1

2'-0"

D0.1

5'-5"

6 1/2"

C1.1

BA-1A

B 4"

3'-9"

3 H K O

C0.1

30'-5 1/4" 4"

12'-6 3/4"

1'-11 1/2"

OUTLINE OF COL. @ 3RD FL.

H 3

AP AP 1'-7"

2'-5 1/2" 7 1/4"

5'-9 1/2"

3'-9"

H 3

3 H K O

TX 3 6"x12"

2'-0"

3'-7"

11'-2 9/16"

C0.1

3'-7"

7 1/4"

5'-7 5/8"

NID

3'-9 1/4"

C1.1

3'-11" 3'-11"

3'-10"

KS-2

1'-0"

W W/D

3'-8"

8'-0"

1'-5 1/2"

1' - 4"

BR #1 13'-7" X 9'-2"

9'-11"

F0.2

2'-8"

2'-5"

5'-0"

3'-0"

0 BR

BA-2A

4'-0" 3'-8 1/4"

4'-10 1/2"

WIC

1' - 5"

K OR CE W A " 30 URF S

8'-4"

1'-10" 4" 4" 1'-7" 11 1/2" C3 5'-2" AP8" 2'-4" OUTLINE OF COL. @ 3RD FL. C1.1

TX 2 10"x6"

C1.1

4'-3 3/4"

12'-0 3/4"

4" 5'-2"

3'-8 3/8"

1'-7 7/8"

H 3 H 3

4'-11"

10 14" x 30"

458 SF

NID

5'-9 1/2"

D2.2

5'-9"

7'-0 1/2" 8"

2'-5"

D0.1

12'-9 3/4"

2'-1"

F0.2

3'-5"

D2.2

11 1/2"

5'-9 1/2"

C1.1

4'-11"

D2.2

MC-1

12'-9 3/4"

3'-8"

2'-5"

6'-6 1/2"

MC-1

KX TX 9 11 9"x8" 8"x8"

6 1/2"

2'-9 1/2"

D2.2

TX TX 4 5 11"x6" 11"x6"

3'-3 3/4"

H2.3

3'-2 1/2"

2'-0"

5'-9 1/2" D2.2

2'-0"

W11b

103 12" x 36"

111 ?

BA-1

6'-4"

3'-11 1/2"

3'-5"

11'-0"

4" C4

8'-4" 4'-11"

D0.1

12'-9 3/4"

D0.1

W/D 2'-8"

C0.1

3 H

2'-5"

11 1/4"

D1.1

7'-6"

3'-8"

BR #1 12'-8" X 11'-0"

A-521.00

5'-0"

G14 8"ø

3'-3"

1'-6 1/2"

D2.2

10"

2'-10"

W/D 2'-8"

5'-1"

1'-11 1/2"

RX 1 8"x8"

4'-5 1/2"

C0.1

D0.1

1'-8"

H2.3

D2.2

5'-4 1/2"

10'-9"

6 1/2"

21'-7 3/4"

D0.1

3'-8"

OUTLINE OF TEMPORARY HOIST OPENING KNOCKOUT SLAB

29'-7 1/4"

1'-3"

11'-5 3/4"

13'-7"

A-521.00

3'-8 1/4"

F0.2

12'-4 1/2"

1 BR

K OR CE W A " 30 RF SU

KX 7 6"x8"

1'-9" 6 1/2"

2 1/2"

1'-4"

MECH 170 SF

3'-1"

MECHANICAL CLOSET

4'-2"

SCWS 12"ø

PWM 4 4"ø

11'-4"

2 1/2"

588 SF

W11b

7 1/4" NID

2'-4"

KS-1A

1'-9"

4'-2" 6 1/2"

MECH 189 SF

F0.2

2'-0"

4'-11"

8'-4"

1'-7"

11'-10 1/2"

3'-5"

KS-1

9'-1 1/4"

A-521.00

C2 4'-6 1/4"

11'-7 3/4"

LR/DR 23'-8" X 11'-11"

A-311.00

D3 5'-0 3/4"

W2a

K OR CE "W A 30 URF S

73'-4"

1'-6"

3 H K O

482 SF

D2.2

E0.2

11 1/4"

6 1/2"

NID

W 2'-8" W/D

CORRIDOR 824 SF

11'-4"

F0.1

D0.1

4'-6"

H2.3

K OR CE W A " 30 URF S

10'-6 1/2"

W11b

1'-6 1/2"

0 BR

4'-2"

6 1/2" 3'-8"

3RD AVENUE

101 14" x 24"

11 1/4"

597 SF

C2.1

6 1/2"

D2.2

12 14" x 28"

3'-0"

0 BR CV 1 28"x13"

4'-2"

3'-9"

A-326.00

PE-1 3000# @ 700 F.P.M

13'-2 1/4"

6 1/2"

W/D

FIRE SERVICE ACCESS ELEVATOR

H2.3 D2.2

A D2.2

D2.2

H2.3

3 H K O

4'-6" HIGH CEDAR FIRE RETARDANT WOOD FENCE

UNIT P TERRACE 152 SF

3'-5"

D2.2

3 H K O

4'-7"

1 BR

K OR CE "W A 30 URF S

11'-9"

697 SF W12b

F0.2

H2.3 2'-9" 6 1/2"

C0.3

LR/DR 20'-2" X 9'-11"

A-521.00

4'-10 1/2"

6'-0"

A-310.00

SE/PE-3 3000# @ 700 F.P.M

H2.3

4'-6"

PRIVATE HALL C0.1 7'-0" X 8'-6"

10'-11"

22'-4 3/4"

2'-6"

8'-2"

1'-6 1/2" 26'-6" PE-2 3000# @ 700 F.P.M 26'-6"

7'-3"

INACCESSIBLE ROOF 2,002 SF

11 1/4"

2'-1"

1'-9"

12'-1 1/4"

5'-3"

7'-0"

4'-10 1/2"

110 14" x 24"

KL-2

2'-6 1/4" 4"

20'-8 3/4"

LR/DR 18'-8" X 11'-0"

3'-5"

KS-1

8'-5 3/4"

10 A-521.00

1'-9"

6'-4"

K OR CE W A " 30 URF S 8'-2 1/2"

D2.2

4'-8" 2'-4" *PRIVATE HALL 59 SF < (10% (697 SF) = 69.7) (COMPLIES WITH BC 28.2-1202.1, EXCEPTION 5)

A-522.00

W1b

BA-1

H 3

4'-7"

A-524.00

2'-1"

1'-8"

2'-1"

6'-3 1/2"

17'-10"

3'-10" 4"

D0.1

3'-8"

A-332.00

12'-4 1/4"

11 1/4" 2'-1" 9 1/4"

4'-9 1/2"

3'-9"

STAIR A

H2.3

3'-5 1/2"

STAIR B

2'-11 1/2"

2 28" x 14"

9'-2"

3'-11 1/4"

3'-8 1/2"

D0.2

4'-11"

C2.1

D0.1

8" 1'-5"

A-580.00

3'-11 1/2"

7'-0 3/4"

2'-5 3/4"

D2.2 D1

4'-8"

EF 1 13"x6"

C0.1

1'-4"

2'-1 1/2"

4'-7 1/2"

1'-9" 3'-4"

23'-2"

6 1/2"

S 8"

2'-2 3/4"

11"

5'-9"

6'-5 3/4"

ELECTRIC CLOSET 5'-0 1/2"

5 1/4"

1'-6 1/2"

3'-9"

W TX 1 4"x16"

REFUSE 1'-0 1/2" ROOM

BA-2

2'-4"

W/D 2'-8"

H 3

3'-11"

7'-11 1/2"

3'-0"

A-524.00

4'-11"

W11b

4'-3"

8'-4"

13 30" x 14"

BR #1 11'-3" X 10'-5"

F0.2

4'-0 1/2"

TX KX 12 8 8"x8" 6"x8"

4'-7"

10 1/2"

F0.2

2'-4"

10'-5"

7'-8 1/2" D0.1

100 14" x 24"

3'-5"

4'-1 5/8"

11'-2 3/4"

WIC

3'-11 1/2"

64'-3 1/2"

C0.3

3'-6"

3'-1"

1 30" x 16"

11 1/4"

6'-4 109/128"

1'-1 1/2"

10 1/2"

59'-7 51/256"

A-520.00

10" 2'-1 1/4" 4"

12'-10"

A-301.00

REMOVABLE GRATING

4'-0"

A-310.00

43'-2"

H 3

2" 7" SEISMIC GAP EXTG. PARTY WALL

O.D. T.D.

RESIDENTIAL RESIDENTIAL District C1-9 GFA C1-9A GFA

C1-9 C1-9A SF 7,357 SF 2,367 SF 9,724 SF

Apt Type 0 BR 9 1 BR 4 2 BR 1 Grand Total: 14

Count

AREA 58 SF 58 SF 600 SF 600 SF 824 SF 218 SF 1,042 SF 2,002 SF 2,002 SF 359 SF 359 SF 5,574 SF 2,091 SF Comments 7,665 SF 11,726 SF

TITLE 2ND FLOOR PLAN

SCALE: As indicated DATE: PROJECT #: 18.126

A-202.00

C1-9/R-10

C1-9A/R-10A

ISMAEL LEYVA A R C H I T E C T S,

LOT 8

P. C.

A-310.00

WSP USA

Structural Engineer One Penn Plaza, 250 W 34th St, 2nd Fl. New York, NY 10119 (212) 687-9888 - TEL

MEP Engineer MEP FP Engineer

217-22 Nothern Boulevard Bayside, New York, NY 11361 (718) 224-9091 - TEL (718) 224-9143 - FAX

2 A-310.00 2 1 2

A-327.00

A-328.00

A-321.00

A-323.00

A-324.00

A-311.00

A-322.00

A-301.00

3 5

A-325.00

A-253.00

100'-0" 75'-7"

14'-5"

5'-9" DN

H2.3

STAIR B 4'-11"

5" 11 1/4"

26'-0"

11 1/4"

3'-2"

11 1/4"

EQ 12'-6 1/4"

12'-6 1/4"

9'-7 3/8"

Date 06.26.19 06.28.19 09.20.19 11.19.19 11.26.19 12.04.19 03.13.20 04.10.20 10.01.20

Rev

Issue DOB Initial Filing Set 100% SD Issue 100% DD Issue HPD FILING SET 2 DOB Initial Filing Set-Obj. Resp. 80% CD Issue 95% CD SET DOB Set Updates Issue for Construction

EQ 4"

EQ EQ

5'-9 1/2"

47'-8"

41'-0"

2'-5"

EQ 6'-3 1/2"

EQ 4"

3'-4"

2'-0"

3'-7" 4"

6'-3" 3'-7"

O H

3'-7" 4"

4" O

171 12" x 18"

NOTES: 4'-5"

11 1/4"

LINE OF BUILDING ABOVE @ 15TH FL.

3'-8"

11 1/4"

12'-3 1/4"

W19

157 24" x 14"

3'-5" 8'-8"

4'-5" 3'-8"

3'-5" 11'-4"

11 1/4"

8'-6"

12'-3 1/4"

EQ 9 1/4"

W7 5'-3"

3'-5"

12'-0"

172 15" Ø

11 1/4"

156 24" x 14"

11 1/4"

9 1/4"

W22a

W21 5'-1"

10'-6 3/4"

3'-2"

11'-0 3/4"

BR #1 12'-0" X 12'-3"

11 1/4"

LR/DR 11'-1" X 19'-10"

11 1/4"

6'-5"

2'-6 1/2" 11 1/4"

12'-9"

17'-5 1/4" 3'-5" 9'-10"

5'-6 1/2"

4" 4" 5'-11"

B1 4'-3 3/4"

BR #2 10'-7" X 11'-2"

113'-6"

BA-6

TX 18A 6"x12"

2'-5"

TX 18B 6"x12"

1'-2"

4'-11" 5'-10 1/2"

2'-0"

3'-8"

13'-6"

5'-9" 4" 2'-4"

TX 17 6"x12"

17'-5 1/4"

11 1/4"

155 24" x 22"

W/D

6'-7" 12'-1 1/4"

13'-0 1/2"

LINE OF COLUMN ABOVE

BA-1C

1'-2"

3 K H

KU-1

4" 5"

UNIT E TERRACE 135 SF

2'-0"

4'-8"

2'-0"

8'-3"

2'-1"

5" 1'-2" 1'-5"

11 1/4"

W/D

D1 3'-7 3/4"

16'-8"

5'-6"

BA-4

D1.1

O.D. T.D.

D1 3'-4 1/4" 4"

3'-8 1/4"

4'-0 1/8"

10"

24" DW

13'-6"

10'-0"

1'-5"

154 18" x 14"

11'-1 1/4"

A-331.00

3'-6"

K OR E W AC " 30 URF S

D1.1

2'-8" 1'-3"

153 14" x 24"

A-330.00

K OR CE W A " 30 URF S

2" 19'-1"

6'-2 1/8"

KS-2

4'-4 1/2"

9'-10"

3'-8" HIGH GLASS GUARDRAIL AS PER BC 28.2-1013.1.1, 1607.7 & 2407

5'-1"

5'-11 1/8" 1'-8"

W23

4'-6" HIGH CEDAR FIRE RETARDANT WOOD FENCE

2'-0"

20'-9 1/4" 3 O H

C1.1

3 H

5" 3'-9 1/2"

2 BR 1'-10 1/2"

3'-5"

C:\Users\scatania\Documents\509 Third Ave_TOWER_scatania.rvt

BR #1 11'-4" X 12'-6"

754 SF

5'-2"

11'-1 1/4"

11 1/4"

6 1/2"

1'-7" 3'-10 1/2"

D2.2

LR/DR 11'-1" X 16'-6"

3'-8"

UNIT D TERRACE 150 SF

100'-0"

11 1/4"

11'-4 1/4"

9'-7 1/4"

10'-7"

10'-7" 6 1/2"

O K

14'-1"

5'-0"

9'-10 1/2"

4'-6"

No 1 2 6 7 8 9 11 13 15

3'-5"

1'-5"

10'-0"

2'-5 1/4"

D2 OUTLINE OF COL. @ 10TH

W24

SOY 0' - 0" SOX 0' - 0"

1'-5"

BR #2 9'-0" X 9'-7"

152 ?

2'-9 1/2"

1'-10"

O.D. T.D.

ROOF OF 8TH FLOOR

11 1/4"

1'-8 1/2"

11 1/4" 4'-0 1/4"

6 1/2" 4'-6"

LR/DR 11'-4" X 18'-8"

3'-9"

2 BR

7 ?

9'-4"

UNIT C TERRACE 431 SF

11 1/4"

11 1/4" 2'-6"

6 1/2"

967 SF

40'-0"

O.D. T.D.

W19

8" 2'-6"

3'-8"

11'-2 1/4"

8'-0"

8'-11 1/2"

O K H 3

3'-8"

3'-7"

W18

6 1/2"

1 BR

W25a 3'-5"

D2.2

583 SF 321

4'-0"

3'-5"

C2.1

2'-1" 5"

9'-5"

A-522.00

W26 4'-0"

D2.2

3'-7 3/8"

9'-8 3/4"

BR #1 11'-3" X 9'-9"

LINE OF COL. ABOVE

2'-1"

D2 4'-2 1/4"

3'-6 5/8"

4'-8 7/8" 4"

9'-10 1/4"

D1.1

6 1/2"

4" 4"

4'-7 7/8" 2'-0"

6 1/2"

12'-0 3/4"

11'-7" 4'-7"

11'-3 1/2"

3'-2"

11 1/4"

9'-7"

4'-7"

11'-6"

A-524.00

LINE OF COLUMN ABOVE

2'-11"

3'-5"

3'-8"

3'-4"

3'-0"

4'-10"

BA-1

B 11'-3 1/4"

10'-7"

6 14" x 28"

3'-5"

10'-8 3/4"

SA 8'-11" X 9'-10"

4'-0"

4'-6"

4'-6 3/4" 1'-2" 6'-4"

3'-5"

4'-7"

151 28" x 14"

11'-8 1/4"

2'-8"

2'-0"

1'-5"

5'-2 1/2"

5" 4"

4'-2"

170 15" Ø

24" DW

KS-3

8'-11"

11 1/4"

8 30" x 29"

6 1/2" 4'-0 1/4"

6'-0" 5'-9 1/2"

D1.1

8'-11"

11 1/4"

3'-6"

2'-4"

LR/DR 10'-11" X 14'-9" 4'-10 1/4"

10'-10"

00°

W27a 3'-6"

9'-11"

2'-5"

TX 15 12"x6"

D1 W/D

4'-6" 4'-6"

8'-11" 5"

1'-6 3/4"

4'-11 1/8"

BA-1

K OR CE W A " 30 URF S

F0.2

W28

30'-6"

10'-0" 4'-5 1/2" 2'-0"

2'-5"

11" 1'-4 7/8"

C2.1

F0.2

5'-9 1/2"

150 24" x 14"

2'-0"

6 1/2"

0 BR

45.

UNIT B TERRACE 424 SF

O.D. T.D.

5'-0 1/8"

H2.3

D2.2

C2.1

5 24" x 14"

BIKES 65 SF

4'-4 1/4" 3 3/4"

1'-10 3/4"

W/D

3'-8"

30'-0"

4'-6" HIGH CEDAR FIRE RETARDANT WOOD FENCE

2'-11"

8'-0"

5'-1"

473 SF

TX 16 12"x6"

D1.1

3'-5"

3'-0"

9'-6"

11'-4"

4'-1" 11 1/4"

1'-3"

3'-8"

3'-6"

3'-11"

5'-6"

C2.1

9 ?

LINE OF COLUMN ABOVE

W4 4'-7"

1'-6 1/2"

KL-5* 8"

H K O

3'-8 1/2"

2'-11"

W17

D2.2

8'-11 1/2"

7'-0"

11 1/4"

4 37" x 14"

D2.2 10"

9'-3 1/2"

OUTLINE OF COL. @ 10TH FL. 12'-0 1/2"

3'-5"

KX 9 6"x12"

1'-8 1/2"

3'-1 1/2"

2'-6"

2'-0"

10 ?

11 1/4"

BR #1 12'-0" X 10'-1"

14'-5"

6 1/2"

C2.1

CV 2 15"x19"

8'-0" 3'-5"

4'-10"

2'-0" 2'-8" 4"

SCWS 12"ø C2.1

1'-1" 3'-1 1/2" 4"

14'-6" 9'-11"

6 1/2"

A-333.00

18'-8"

3'-8 1/2" 13'-0 1/4" OUTLINE OF COL. @ 10TH FL.

D2.2

A-311.00

D2.2

K OR CE "W A 30 URF S

6 1/2"

D0.1

3'-0 1/2"

W29a 5'-7"

4'-2"

3 H

G14 8"ø

14'-11 1/4"

11 1/4"

3'-6"

1'-8"

10 1/2" 1'-0 1/2"

B 6 1/2"

3'-2 3/8"

A-522.00

W30

2'-5"

C2.1

7'-9 3/4"

11'-0"

2'-1"

C0.1

5'-9 1/2"

20'-0"

O.D. T.D.

W16

3'-3 3/4" 7 1/4"

5'-4"

LR/DR 14'-11" X 17'-1"

11 1/4"

BR #1 13'-0" X 10'-0"

2'-10 1/2"

NID

11 16" x 30"

3'-8"

4" 2'-8"

49'-8"

8'-9 3/4"

4'-0"

7 1/4"

3'-4 1/2"

6 1/2"

1 BR 7'-2 3/4"

10"

SEC 504/UFAS MOBILITY IMPAIRED UNIT @ 9TH FLOOR

3 16" x 24"

4'-4"

9'-10"

C0.1

D0.2

4'-5 1/2"

674 SF

NID

C0.1

1'-5"

W/D W

D2.2

4'-11"

G15 4"ø

O.D. T.D.

2'-11"

527 SF

11 1/4" W15

16'-5 3/4"

2'-5"

4'-0" 4'-0"

5'-9 1/2"

29' - 9 3/4"

4" 7 1/4"

1'-1" 1'-5"

3'-7 1/4"

UNIT G TERRACE 440 SF

4'-11"

6'-7 1/2"

BA-1

4'-2"

1'-9 3/4"

1'-6 1/2"

6 1/2"

F0.2

BA-1

3'-7 1/2"

3 H

11 1/4"

1'-3"

2'-4"

2 1/2"

LINE OF SHEAR WALL BELOW

C0.1

4'-0 1/4"

2'-1"

F0.2

3'-8"

8'-9 3/4"

W/D

T.O.S. EL + 113' - 8"

2'-1" 6"

6'-3"

4'-6" HIGH CEDAR FIRE RETARDANT WOOD FENCE

11 1/4"

5'-10"

5'-2"

D2.2

O K

2'-11"

9'-11"

73'-8"

1'-4"

5'-1 3/4"

3'-5 1/2"

3'-8"

14'-7 3/4"

3'-8" HIGH GLASS GUARDRAIL AS PER BC 28.2-1013.1.1, 1607.7 & 2407 ROOF OF OVER 8TH FLOOR

3 HK O

PE-1 3000# @ 700 F.P.M

FIRE SERVICE ACCESS ELEVATOR

W31 3'-4"

KS-1B

7'-6"

PE-2 3000# @ 26'-6" 700 F.P.M

SE/PE-3 3000# @ 700 F.P.M

10"

3 O K H

2'-11 1/2" 8"

3'-11"

6'-3"

4'-10"

4'-2"

4'-10 1/2"

10'-10" 3'-5"

2'-11"

A-334.00

C2.1

KL-4

C1.1

11 1/4"

3'-4"

1'-6 1/2"

3 H

1'-9"

1 BR

6'-6 1/4"

12'-10 3/4"

12'-8"

STAIR A 5'-7"

D2.2

1 BR

6'-3 1/2" 14'-11 3/4"

4'-6"

W32

LR/DR 12'-7" X 12'-4"

611 SF

12 20" Ø

1'-5"

2'-9" 8"

2'-4"

15'-4 3/4"

W33a

UNIT A TERRACE 582 SF

H2.3

4'-7" 3'-5"

12'-6"

11 1/4"

13'-0"

W14a

11"

A-580.00

3'-3 1/2"

11 1/4"

2 20" Ø

3'-4"

4'-10 1/2"

W13

14'-7 3/4"

MECH

NID

OUTLINE OF COL. @ 11TH FL.

4'-1"

12'-3 3/4"

2'-4"

K OR CE "W A 30 URF S

3RD AVENUE

A-326.00

13'-11"

6 1/2"

LR/DR 18'-5" X 12'-11"

5'-0 1/2"

KS-1

3'-11"

H2.3

O.D. T.D.

1'-4"

10"

3'-8"

A-310.00

D3 4"

3'-7"

2'-1"

K OR CE W A " 30 URF S

11 1/4"

4'-0"

W/D

4'-5"

5'-11"

4'-0"

EF 1 13"x9"

3'-9"

1'-0 3/4"

4'-9"

4" 1'-6"

32'-7"

2'-7 3/4"

C 1'-5" 4"

4'-0"

H2.3

2'-2"

A-521.00

C0.1

4'-0"

D2.2

3'-8"

4" 2'-0"

F0.2

4'-0"

12'-8"

H2.3

D2.2

6'-4"

3 H

4'-0"

3'-5" 10'-1"

6 1/2"

8'-2 1/2"

2'-6"

3'-5" 4'-7"

13 14" x 30"

4'-0"

1'-2" 6"

4'-0"

6" 1'-1 1/2"

1'-1 1/2" 4"

10'-1"

5'-2 1/2"

BA-1

2 A-332.00

1'-4" 1'-0"

F0.2 D0.1

4'-0"

3'-8" HIGH GLASS GUARDRAIL AS PER BC 28.2-1013.1.1, 1607.7 & 2407

2'-5 3/4"

8'-2 1/2"

W34

BR #1 10'-1" X 12'-0" 12'-7"

4'-11"

REFUSE ROOM

12'-0"

4'-7"

8 3/4"

3'-8"

11 1/4"

10'-1"

4'-0"

K OR CE "W A 30 URF S

1 30" x 14"

11 1/4"

3'-11"

TX 13 6"x12"

11 1/4"

4'-1"

3'-9"

4'-0"

1'-1 1/2"

4'-0"

4'-7"

4'-0"

7'-6"

11'-10"

5" SEISMIC JT.

67'-11"

3'-4"

10'-0"

W20 3'-6" 2"

36'-2"

4" SEISMIC JT.

CLIENT THIRD AND THIRTY FOUR LLC

2 A-320.00

C1-9/R-10

EAST 34TH STREET

C1-9A/R-10A

1999 Marcus Avenue, suite 310 Lake Success, NY 11042

LOT 8

381 Park Avenue South, Suite 621 New York, NY 10016

PROJECT 509 3rd Avenue New York, NY 10016 TELE/DATA TYPE SYMBOLS

RECEPTACLE TYPE SYMBOLS

WALL MOUNTED TELE/DATA RECEPTACLE WALL MOUNTED DATA RECEPTACLE FLOOR MOUNTED TELE/DATA RECEPTACLE

NID

NID BOX WITH ONE DUPLEX RECEPTACLE

Floor Area BIKES

District C1-9A

CORE

C1-9

CORRIDOR CORRIDOR

C1-9 C1-9A

DINING AREA - JUNCTION BOX

RESIDENTIAL RESIDENTIAL

C1-9 C1-9A

THERMOSTAT

GFA

LIGHTING CONTROL ZONES

WALL MOUNTED RECEPTACLE

WALL MOUNTED SWITCHED RECEPTACLE

WALL MOUNTED APPLIANCE RECEPTACLE

WALL MOUNTED QUAD RECEPTACLE

HALLWAY

KITCHEN LIGHTS

SWITCHED OUTLET

T NOTE : ALL RECEPTACLE BOXES LOCATED ON OPPOSITE SIDES OF A PARTITION TO BE SEPARATED BY A DISTANCE OF 24”.

GFI

WALL MOUNTED DUPLEX - GROUND FAULT INTERRUPTING

SF 65 SF 65 SF 640 SF 640 SF 516 SF 125 SF 641 SF 2,547 SF 2,042 SF 4,588 SF 5,935 SF

District C1-9 C1-9A GFA

SF 3,703 SF 2,232 SF 5,935 SF

Apt Type 0 BR 1 BR 2 BR Grand Total: 7

1 4 2

Count

Comments

TITLE 9TH FLOOR PLAN

SCALE: As indicated DATE: PROJECT #: 18.126

10/8/2020 10:51:28 PM

FLOOR MOUNTED RECEPTACLE FLOOR MOUNTED SWITCHED RECEPTACLE

A-209.00

C1-9/R-10

C1-9A/R-10A

ISMAEL LEYVA A R C H I T E C T S,

LOT 8

P. C.

WSP USA

Structural Engineer One Penn Plaza, 250 W 34th St, 2nd Fl. New York, NY 10119 (212) 687-9888 - TEL

MEP Engineer MEP FP Engineer

217-22 Nothern Boulevard Bayside, New York, NY 11361 (718) 224-9091 - TEL (718) 224-9143 - FAX

2 A-301.00

A-327.00

A-328.00

A-322.00

A-323.00

A-325.00

67'-11" 3'-5"

1'-2 1/2"

5'-2"

12'-3 3/4"

15'-7"

5" 10'-1"

15'-3"

W48 4'-0"

4'-7" 3'-8"

3'-8"

3'-8" 2'-11" 5'-3"

10'-11 3/4"

24'-1"

4'-5" 3'-8"

10'-10 3/4"

BR #1 12'-9" X 10'-11" W46

12'-9 1/4"

11 1/4"

7 16" Ø

D0.1

3'-6"

5'-4 1/2" WIC

W47

A-521.00

4'-0" 8'-0" 40'-0"

Issue DOB Initial Filing Set 100% SD Issue 100% DD Issue HPD FILING SET 2 DOB Initial Filing Set-Obj. Resp. 80% CD Issue 95% CD SET DOB Set Updates Issue for Construction

11 1/4"

W27

D0.1

4'-4 3/4"

4'-11"

Rev

12'-9 1/4"

D0.1

Date 06.26.19 06.28.19 09.20.19 11.19.19 11.26.19 12.04.19 03.13.20 04.10.20 10.01.20

D0.1

11 1/4"

W45

2'-5"

3'-6"

6 14" x 24" 1'-8 1/2" F0.2

D0.1

O H

3'-8" 1'-1" 1'-5"

8 24" x 14"

3'-5" 11'-6"

OUTLINE OF COL. @ 28TH FL. 12'-0"

1'-2"

D0.1

13'-1 1/2"

BA-1

OUTLINE OF COL. @ 28TH FL.

3'-6"

3'-7 1/2"

10 1/4"

3'-5"

11 1/4" 11'-10 3/4"

BR #2 11'-6 3/4" 11'-7" X 11'-0"

H O

C0.1

8'-11"

12'-7"

22'-10 3/4"

D0.1

11'-10 3/4"

A-411.00

11'-0"

30'-0"

10'-10"

BA-1 6'-4"

5'-11 3/4"

3'-8"

W28

2'-11"

8'-4 1/2"

5'-11 1/2"

9'-4"

8'-0"

C0.1

O K H 3

3'-8"

3'-5"

LR/DR 11'-11" X 20'-9"

C0.1

1'-1"

20'-9 1/4"

14'-6"

13'-11 3/4"

4'-6 1/2"

4'-11"

D0.1

2'-5"

1'-1" 1'-5"

5 24" x 14"

OUTLINE OF COL. @ 28TH FL.

4" 3'-8"

6'-11"

WIC 4'-6"

2'-6" 4"

2 BR

20'-9 1/4"

1'-8 1/2"

4'-7"

1'-8 1/2"

11 1/4"

3'-6" 2"

5'-6"

3'-11"

7'-11 3/4"

3'-5"

11'-0"

10'-10" 2"

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

4 24" x 14"

C 3'-10 1/2"

D0.1

F0.2

2'-10 1/4"

D0.1

KL-6

D0.1

1'-10 1/2"

TX 19 12"x6"

OUTLINE OF COL. @ 28TH FL.

W/D

D1.1

D1.1 12'-2 1/4"

3'-8 1/2"

No 1 2 6 7 8 9 11 13 15

W17

F0.2 9 24" x 14"

10 24" x 14"

W29 2"

10'-1 1/4"

2'-0"

C3 4"

11 1/4"

14'-8 3/4" 11 1/4"

3'-5"

BR #1 12'-3" X 10'-1"

G14 8"ø

W30

5'-7"

F0.2

14'-5" 7'-0" 2'-11"

K OR CE "W A 30 URF S

TX 14 14"x8"

3'-8"

1'-5" 1'-1"

11 1/4"

11'-4 3/4"

983 SF

LR/DR 14'-9" X 15'-0"

W16

1'-5 1/2"

8" 2'-8"

10'-11 1/2"

BR #1 12'-10" X 11'-0"

4" 5"

4'-0"

4'-11"

BA-1

1'-1" 10'-11 1/2"

2'-5" 5'-4"

7'-8 1/2" 7 1/2"

5'-0"

C4 2'-6" 4"

D0.1

12'-2 1/4"

1'-11 3/4"

5'-2" 6 1/2"

1'-2" 3'-10 1/2"

F0.2

D1.1

G15 4"ø

10"

4'-11"

D0.1

C0.1

CV 3 20"x15"

D0.1

3 16" x 24"

3'-8"

2'-0"

10 1/4"

D0.2

0" W15

3'-8"

4'-8 1/4"

B1 NID

3'-4 3/4"

30'-6"

4" 3'-3 1/2"

3'-0 1/2"

D0.1

D0.2

1'-9 3/4"

7 1/4"

14'-8 3/4"

20'-0"

5'-2"

5'-9 1/2"

6'-0"

12'-0"

6" 3'-8"

2'-5"

3'-5 1/4"

O K

6'-3"

5'-9 1/2"

A-522.00

11 14" x 28"

1'-10"

3'-8"

2'-11"

3'-9 1/2"

3'-4"

3'-11"

2'-11"

5'-2" 10"

4'-7 1/2"

D0.2 H 3

W31

BA-1

6'-1 1/4"

6'-2 1/2"

7 1/4"

11 1/4"

5'-0"

1 BR

KL-4

3'-0 1/4"

4'-6"

K OR CE "W A 30 URF S

12 16" Ø

2" 2"

613 SF

11'-11" 5"

7 1/4"

C0.3

F0.2

17'-7 1/4"

6'-3"

3'-4"

6'-4"

D1.1

1 BR 6'-4"

SCWS 12"ø

C2.1

3 H

18'-4 1/4"

1'-3"

C0.1 7 1/2"

F0.2

3'-4"

2'-4"

12'-8"

1'-8"

3'-4"

6 1/2"

4'-9"

2'-3" 1'-0 1/2"

D2.2

1'-0 1/2"

T.O.S. EL + 273' - 8"

1'-6 1/2"

2'-10 1/2"

12'-10 3/4"

14'-11 3/4"

6 1/2"

3 O K H

4'-7"

18'-4 3/4"

W33

5'-2"

1 BR

2"2"

1'-2 1/2"

6" FIRE SERVICE ACCESS ELEVATOR

629 SF

3'-5"

26'-6"

11 1/4"

3 H K O

526 SF

D2.2

NID

W32

6" 7'-6"

PE-1 3000# @ 700 F.P.M

8'-10 1/4"

D0.1

W/D

F0.2

1'-9 3/4"

4'-10 1/2"

5'-9 1/2"

5'-2"

1'-5"

1'-1"

3 H

2'-8"

PE-2 3000# @ 700 F.P.M

7'-6"

4'-5 1/2"

D3 4"

3'-7"

SE/PE-3 3000# @ 700 F.P.M

C0.1

7'-6"

H2.3

D0.1

7'-6"

11'-10"

C2.1

10"

2'-1"

3'-8"

W/D

KS-1

LR/DR 18'-5" X 12'-11"

1 A-361.00

2'-4"

5'-7"

KS-1B

3'-8"

12'-8"

D2.2

3'-5" 11'-4"

4'-11"

A-334.00

3'-4"

3'-3 1/2"

13'-11"

6 1/2"

STAIR B

H2.3

LR/DR 12'-7" X 12'-4"

11"

C2.1

11"

EF 1 13"x16"

2'-8"

2 16" Ø

D2.2

2'-8 1/2"

3'-8" 4" 4"

C 1'-5" 4"

2" 11 1/4"

3'-4"

14'-7 3/4"

D0.1 4"

2'-2"

4" 5'-11"

W14a

H2.3

F 6 1/2"

ELECTRIC CLOSET

11 1/4"

11 1/4" UP

5'-4 1/2"

W13

3'-5"

STAIR A

1'-0"

4'-9 1/2"

4'-10 1/2"

4'-9"

4'-1"

11 1/4"

3'-11"

6'-5"

12'-3 3/4"

2'-4"

12'-8"

3'-9"

1'-0 3/4"

1'-2" 9"

5'-9"

H2.3

D2.2

D0.1

K OR CE W A " 30 URF S

C0.1

12'-6"

4'-0"

A-521.00

1'-6"

3 H

32'-7" 32'-5"

2'-7 3/4"

2'-0"

4'-7"

D0.1

13 14" x 24" F0.2

3RD AVENUE

4'-0"

3'-9"

BA-1

B OUTLINE OF COL. @ 32ND FL.

A-326.00

4'-0"

3'-9"

2'-6"

6 1/2"

5'-9 1/2"

6'-4"

4'-0"

3'-9"

5'-2 1/2" REFUSE ROOM

D2.2

4'-0"

3'-9"

8'-2 1/2" 12'-0 1/2"

4'-7"

10'-1"

3'-5"

12'-7"

W34

D0.1

4'-0"

11"

1'-0" 1'-4"

F0.2

4'-0"

1'-1 1/2" 2'-5 3/4"

D0.1

BR #1 10'-1" X 12'-0"

4'-0"

4'-11"

4'-0"

3'-9"

4'-0"

1'-1 1/2"

8 1/4"

1'-1 1/2"

11 1/4"

5" 3'-8"

10'-1"

4'-0"

TX 13 8"x14"

K OR CE "W A 30 URF S

1 24" x 14"

11 1/4"

4'-0"

1'-2" 9"

4'-0"

4'-7"

4'-0"

2'-5"

4'-0"

7'-6"

4'-4 3/4"

5" SEISMIC JT.

75'-7"

5'-11" 3'-8"

3'-5"

3'-6"

12'-10" 5 A-412.00

NOTES:

3 A-331.00

SOY 0' - 0" SOX 0' - 0"

C:\Users\scatania\Documents\509 Third Ave_TOWER_scatania.rvt

CLIENT THIRD AND THIRTY FOUR LLC

EAST 34TH STREET

C1-9/R-10

C1-9A/R-10A

LOT 8

1999 Marcus Avenue, suite 310 Lake Success, NY 11042 381 Park Avenue South, Suite 621 New York, NY 10016

PROJECT 509 3rd Avenue New York, NY 10016 TELE/DATA TYPE SYMBOLS

RECEPTACLE TYPE SYMBOLS

WALL MOUNTED TELE/DATA RECEPTACLE WALL MOUNTED DATA RECEPTACLE FLOOR MOUNTED TELE/DATA RECEPTACLE

NID

NID BOX WITH ONE DUPLEX RECEPTACLE

LIGHTING CONTROL ZONES

WALL MOUNTED RECEPTACLE

WALL MOUNTED SWITCHED RECEPTACLE

WALL MOUNTED APPLIANCE RECEPTACLE

WALL MOUNTED QUAD RECEPTACLE

HALLWAY

KITCHEN LIGHTS

SWITCHED OUTLET

DINING AREA - JUNCTION BOX

T NOTE : ALL RECEPTACLE BOXES LOCATED ON OPPOSITE SIDES OF A PARTITION TO BE SEPARATED BY A DISTANCE OF 24”.

GFI

WALL MOUNTED DUPLEX - GROUND FAULT INTERRUPTING

THERMOSTAT

UNIT CORE CORRIDOR RESIDENTIAL GFA Apt Type 1 BR 2 BR Grand Total: 4

DISTRICT C1-9 C1-9 C1-9

AREA 641 SF 314 SF 2,748 SF 3,703 SF

TITLE 24TH - 31ST FLOOR PLANS

Count 3 1

SCALE: As indicated DATE: PROJECT #: 18.126

10/8/2020 10:53:08 PM

FLOOR MOUNTED RECEPTACLE FLOOR MOUNTED SWITCHED RECEPTACLE

A-224.00

C1-9/R-10

C1-9A/R-10A

ISMAEL LEYVA 1

A R C H I T E C T S,

LOT 8

P. C.

A-310.00

WSP USA

Structural Engineer One Penn Plaza, 250 W 34th St, 2nd Fl. New York, NY 10119 (212) 687-9888 - TEL

MEP Engineer MEP FP Engineer

217-22 Nothern Boulevard Bayside, New York, NY 11361 (718) 224-9091 - TEL (718) 224-9143 - FAX

A-315.00

A-321.00

A-320.00

A-310.00 2

A-301.00

A-257.00

A-327.00

A-328.00

A-311.00

A-322.00

A-323.00

A-324.00

A-325.00

2 A-315.00

A-316.00 75'-7" 3'-7 1/4"

3'-7 1/4"

H2.3 1'-7 3/4"

10"

A-334.00

4'-11"

C2.1

10'-2 1/4" UP

8'-0 3/4"

1'-0"

4'-0"

DN STAIR B

6 1/2"

16'-1 3/4"

3501

7'-11 1/2"

H2.3

4'-0"

6 1/2"

16'-1 3/4"

5'-0"

3502 D2.2

3'-4 5/8"

OVERRUN 238 SF

1'-0"

11 1/4"

3'-4 5/8" 30'-6"

26'-6"

31'-1"

2'-5 1/2"

5'-1"

H2.3

CV 3 20"x20"

SCWR 12"ø

E3 D2.2

P 12" x 12"

A-326.00

A-513.00 2"

BOILER ROOM 1,366 SF

OLC

PUMP ROOM 253 SF 5'-0"

FIRE PUMP

5'-0"

3'-8"

5'-0" 20'-0"

10'-0"

3'-8"

3509 E1 4 24" x 12"

SCUPPER DRAIN

D2.2

11 14" x 28"

A-523.00

M2.2

P 12" x 12"

14'-5"

3'-5"

A-523.00

1'-0 1/4"

31'-5 3/4"

11 1/4"

SPRINKLER 6"ø 11

5'-0"

6 1/2"

19'-3 1/4"

3'-7 1/2"

9'-11"

5 18" x 18"

A-523.00

M2.2 E OP ES

OL C

31'-5 3/4"

G14 8"ø

3'-9"

30'-0" 29'-10"

A-311.00 5 A-523.00

3'-5 1/4"

3'-9"

LIGHT FIXTURE @ EVERY FIN. SEE SPECS & DETAILS AT SHEET 1/A-316, A-360 5/A-523

3'-5 1/4"

3'-9"

3'-8"

3'-9"

3'-8"

3'-9"

22'-0 1/2"

21'-10 3/4"

9 24" x 16"

11'-0"

3'-9"

Issue DOB Initial Filing Set 100% SD Issue 100% DD Issue HPD FILING SET 2 DOB Initial Filing Set-Obj. Resp. 80% CD Issue 95% CD SET DOB Set Updates Issue for Construction

25'-4 1/4"

COOLING TOWER ROOF 595 SF

11 1/4" 3'-9"

Rev

T.O.S. EL + 402' - 7 1/2"

10 24" x 16"

3'-8"

Date 06.26.19 06.28.19 09.20.19 11.19.19 11.26.19 12.04.19 03.13.20 04.10.20 10.01.20

3'-5 1/4"

6 1/2"

30'-3 1/4"

10'-10 1/4"

3'-8"

11'-0"

11 1/4"

A-523.00

A-514.00

T.O.S. EL + 402' - 7 1/2"

No 1 2 6 7 8 9 11 13 15

24'-1"

2'-0"

18'-8 1/4"

12 18" x 24"

19'-3 1/4"

8 1/4"

3'-4 5/8"

3'-7 1/2"

STORM 4"ø

3'-5 1/4"

L1 4"ø

7 1/4" 12'-10 1/2"

7 1/4" 1"

24'-4"

8 A-523.00

3'-5 1/4"

D2.2

3503

3'-5 1/4"

GFI

G15 4"ø

6 1/2"

GFI

6 1/2"

3'-7 1/2"

6 1/2"

3504

3'-4 5/8"

3'-11 1/2"

4'-0"

3 14" x 24"

D2.2

12 A-523.00

3'-4 5/8"

1'-6"

3'-7 1/2"

T.O.S. EL + 402' - 7 1/2"

3'-4 5/8"

3505

T.O.S. EL + 402' - 9 1/2"

6 1/2"

29'-10 1/2"

29'-10"

3'-4"

3506

11 1/4"

1'-0"

MECHANICAL ROOF 632 SF

R.D. O.D.

2 18" x 18"

20'-8 1/4"

3'-4 5/8"

6 1/2"

11"

EF 1 13"x17"

H2.3

13A 14" x 24"

SCWS 12"ø

2'-8 5/8"

1'-0"

D2.2

P 12" x 12"

A-523.00

3'-7 1/4"

3'-4 5/8"

4'-9"

18'-8 1/4"

3'-7 1/4"

7'-6"

1'-0 1/4"

WATER TANK

A-316.00

3'-7 1/4"

11 1/4"8"

10'-1 3/4"

3'-7 1/4"

6 1/2" 4'-8 1/4"

8'-3 1/4"

STAIR A

3'-2 3/4"

WATER TANK

3'-7 1/2" 3'-7 1/2"

3'-7 1/4"

4'-0 1/2"

A-580.00

3'-6"

3 A-310.00

3'-7 1/4"

1'-3" 8" 2'-1 1/2"

H2.3

6 1/2"

17'-8 3/4"

2'-6"

D2.2

3507

3'-7 1/2"

32'-7"

31'-11"

A-332.00

3'-7 1/4"

3'-9"

17'-7 3/4"

3'-7 1/2"

6'-6 1/2"

4'-9 1/2"

1'-0"

3508

3RD AVENUE

3'-7 1/4"

3'-9"

TX 13 10"x14"

17'-8 3/4"

1 28" x 18"

1'-0 1/4"

LIGHT FIXTURE @ EVERY FIN. SEE SPECS & DETAILS AT SHEET 1/A-316, A-360 5/A-523

3'-7 1/4"

1'-0 1/4"

1'-1"

1'-0 1/4"

4 A-523.00

3'-7 1/4"

EZ-20-DW EZ-30-DW

2'-11 1/2"

3'-7 1/4"

EZ-20-DW EZ-30-DW

5" SEISMIC JT.

3'-5 1/4"

8 24" x 14"

7 1/4" 1"

3'-8"

7 18" x 24"

11 1/4"

SCUPPER DRAIN

3'-7 5/8"

40'-0"

sim

A-514.00

A-330.00

A-331.00

NOTES:

LIGHT FIXTURE @ EVERY FIN. SEE SPECS & DETAILS AT SHEET 1/A-316, A-360 5/A-523

SOY 0' - 0" SOX 0' - 0"

C:\Users\scatania\Documents\509 Third Ave_TOWER_scatania.rvt

CLIENT THIRD AND THIRTY FOUR LLC

EAST 34TH STREET

C1-9/R-10

C1-9A/R-10A

LOT 8

1999 Marcus Avenue, suite 310 Lake Success, NY 11042 381 Park Avenue South, Suite 621 New York, NY 10016

PROJECT 509 3rd Avenue New York, NY 10016 TELE/DATA TYPE SYMBOLS

RECEPTACLE TYPE SYMBOLS

WALL MOUNTED TELE/DATA RECEPTACLE WALL MOUNTED DATA RECEPTACLE FLOOR MOUNTED TELE/DATA RECEPTACLE

NID

NID BOX WITH ONE DUPLEX RECEPTACLE

LIGHTING CONTROL ZONES

WALL MOUNTED RECEPTACLE

WALL MOUNTED SWITCHED RECEPTACLE

WALL MOUNTED APPLIANCE RECEPTACLE

WALL MOUNTED QUAD RECEPTACLE

HALLWAY

KITCHEN LIGHTS

SWITCHED OUTLET

DINING AREA - JUNCTION BOX

T NOTE : ALL RECEPTACLE BOXES LOCATED ON OPPOSITE SIDES OF A PARTITION TO BE SEPARATED BY A DISTANCE OF 24”.

GFI

WALL MOUNTED DUPLEX - GROUND FAULT INTERRUPTING

THERMOSTAT

Floor Area C1-9 Mechanical Residential Common

District C1-9 C1-9 C1-9

SF 238 SF 1,804 SF 434 SF 2,476 SF

District C1-9 GFA

TITLE 35TH FLOOR PLAN MECHANICAL LEVEL

SF 2,476 SF 2,476 SF

SCALE: As indicated DATE: PROJECT #: 18.126

10/8/2020 10:54:00 PM

FLOOR MOUNTED RECEPTACLE FLOOR MOUNTED SWITCHED RECEPTACLE

A-235.00

E.O.S. GENERAL NOTES: 1. DIVIDER BEAMS: 4" WIDE, TYP. SEE STRUCTURAL DRAWINGS FOR DETAIL; VERIFY SLAB EDGE RECESS AT DOORS, DOOR DETAILS AND HOISTWAY CLEARANCES WITH ELEVATOR SHOP DRAWINGS. 1A. DIVIDER BEAMS: SEE STRUCTURAL DRAWINGS FOR DETAIL; VERIFY SLAB EDGE RECESS AT DOORS, DOOR DETAILS AND HOISTWAY CLEARANCES WITH ELEVATOR SHOP DRAWINGS. 2. PLUMBING DEPRESSION, BOX AND SLEEVE: ALL MEP PENETRATIONS TO BE COORDINATED WITH MEP SHOP DRAWINGS. SEE MEP DRAWINGS FOR ADDITIONAL INFORMATION AND TYPICAL LAYOUTS.

COLUMN 10"

2'-6"

NOTCH SIDEWALK

ISMAEL LEYVA A R C H I T E C T S,

WSP USA

Structural Engineer One Penn Plaza, 250 W 34th St, 2nd Fl. New York, NY 10119

3. ELECTRICAL / TELECOM CONDUITS: SEE ELECTRICAL DRAWINGS

SLAB

(212) 687-9888 - TEL

4. CONCRETE PAD: 10" THICK U.O.N. C.M. TO COORDINATE W/MECHANICAL DRAWINGS.

01 level 1 28' - 10"

P. C.

MEP Engineer MEP FP Engineer

EXISTING FUNDATION WALL

217-22 Nothern Boulevard Bayside, New York, NY 11361 (718) 224-9091 - TEL (718) 224-9143 - FAX

7. EMBEDDED FIXTURES: SEE RCP (A600s) AND MEP DRAWINGS FOR ANY EMBEDDED ELECTRICAL FIXTURES AND JUNCTION BOXES. G.C. TO COORDINATE w/ ELECTRICAL SHOP DRAWINGS.

COLUMN NOTCH @ FIRST FLOOR SCALE:

1/4" = 1'-0"

8. SLAB: SLAB DEPRESSION LINE BUILDING LINE SLAB EDGE LINE 9. TYP. BATHROOM PLUMBING STACK

3'-9"

SOY 48' - 7 1/2" SOX 64' - 3 1/2"

22'-9 1/2" SOY 53' - 5 3/4" SOX 85' - 4"

5'-6"

5A 32" x 16"

1'-0"

170 24" x 30"

2' - 3"

12. 2'-0" X 2'-0" X 2'-0" SUMP PIT WITH GRATING

A-350.00 12

2'-0"

9 16" x 32"

SOY 30' - 5" SOX 47' - 3"

11. PROVIDE STEEL EMBED FOR TERRACE DIVIDER. SEE A200 SERIES FOR DIVIDER TYPE.

T.O.S. EL + 7' - 5" SOY 35' - 6 1/2" SOX 98' - 8"

SOY 30' - 3" SOX 24' - 10"

11'-6"

COLUMN, IF APPLICABLE SEE STRUCTURAL DRAWINGS

1'-6"

CONC. GRADE BEAM SEE STRUCT. DWGS.

SOY 41' - 2 1/2" SOX 64' - 3 1/2"

SOY 37' - 1" SOX 47' - 9"

10 16" x 32"

1'-0"

SOY 47' - 3 1/2" SOX 100' - 1"

SOY 45' - 11 1/2" SOX 88' - 7"

4 16" x 32"

6'-9"x5'-6"x6'-0" SUMP PIT

A-350.00

150 30" x 16"

8'-4"

11'-6"

3'-9"

69'-11"

12'-6" SOY 47' - 4" SOX 115' - 2 1/2"

SOY 48' - 1 1/2" SOX 70' - 5"

7'-5"

5'-4"

1'-4"

6'-9"

OUTLINE OF MAT FOUNDATION SEE STRUCT. DWGS. T.O.S. EL + 13' - 5"

6 16" x 32"

SOY 30' - 5" SOX 59' - 8 1/2"

13. FLOOR-MOUNTED ELECTRICAL OUTLET

COLUMN FOOTING SEE STRUCT. DWGS.

44'-10 1/2"

111 16" x 28"

2' - 3"

SEE MEP DRAWINGS

11'-4 1/2"

1'-4" 11'-7 1/2"

28'-4"

SOY 37' - 0" SOX 30' - 10 1/2"

NOTE: LAYOUT VARIES ACCORDING TO ADJACENT BATH AND KITCHEN CONFIGURATIONS

3 16" x 32"

SOY 47' - 5 1/2" SOX 64' - 3 1/2"

T.O.S. EL + 16' - 10"

T.O.S. EL + 15' - 10"

6" THICK SLAB

10. TYP. HEAT PUMP PLUMBING HEAT PUMP,

SOY 48' - 1 1/2" SOX 64' - 3 1/2"

29'-8"

SOY 37' - 1" SOX 30' - 10 1/2"

1' - 3 1/2"

SLAB DEPRESSION

5" T.O.S. EL + 16' - 10"

3'-9"

12 16" x 32"

BATHTUB

PLUMBING SLOT

1'-0"

1'-9"

LAVATORY

A-350.00

SOY 55' - 0 1/2" SOX 64' - 3 1/2"

SOY 47' - 5 1/2" SOX 47' - 9" 2'-0"

EQ 1' - 7"

12'-11 1/2"

1' - 6"

SOY 70' - 11" SOX 99' - 8"

T.O.S. EL + 13' - 5" SOY 45' - 9 1/2" SOX 12' - 9 1/4"

2'-0"

3'-9"

TOILET

1'-0"

2'-0"

SOY 22' - 0" SOX 72' - 8 1/2"

171 24" x 30"

SOY 20' - 11 1/2" SOX 117' - 10"

SOY 22' - 1" SOX 98' - 4"

7 16" x 32"

SOY 14' - 0" SOX 127' - 4"

154 24" x 14"

8 18" x 32"

T.O.S. EL + 15' - 10"

48'-8 1/2"

26'-5 1/2"

FIRE SERVICE ACCESS ELEVATOR

SOY 52' - 11 1/2" SOX 30' - 10 1/2"

123 36" x 12"

SOY 72' - 9" SOX 118' - 11 1/2"

1'-0"

10'-0 1/2" 4'-4"

1'-0"

SOY 72' - 1" SOX 81' - 5 3/4"

SOY 55' - 4" SOX 62' - 11 1/2"

T.O.S. EL + 5' - 4"

SOY 52' - 11 1/2" SOX 16' - 11"

2'x 2'x2' SUMP PIT

7'-6"

2'-0"

6'-8 1/2"

A-350.00

SOY 62' - 10" SOX 36' - 5 1/2"

SOY 73' - 11" SOX 137' - 2"

1' - 4"

1'-4"

T.O.S. EL = + 7' - 4"

SOY 63' - 0" SOX 30' - 10 1/2"

SOY 56' - 2" SOX 13' - 9 1/2"

124 24" x 14"

110 20" x 35"

2 42" x 22"

12" THICK SLAB

T.O.S. EL + 15' - 10"

T.O.S. EL + 16' - 10" SOY 56' - 2" SOX 16' - 11"

26'-6"

1'-0"

46'-8 1/2"

5'-7"

SOY 72' - 2" SOX 69' - 11"

6'-5"

13 32" x 16"

SOY 71' - 9" SOX 64' - 3 1/2"

8'-11"

1'-4"

4'-9"

SOY 67' - 5 1/2" SOX 12' - 4 1/2"

SOY 72' - 0" SOX 29' - 6 1/2" SOY 71' - 9" SOX 39' - 3 1/2"

4'-3"

1 44" x 22"

1'-7"

1'-4"

1' - 1"

1' - 0"

1'-0"

SOY 71' - 6" SOX 11' - 10 1/2"

73'-2 1/2"

1' - 6"

SOY 73' - 11" SOX 70' - 5"

1' - 9"

SOY 73' - 11" SOX 62' - 11 1/2" 61'-6 1/2"

No 6 9 11 14 15

31'-7"

1'-3" 2"

2" 7"

SOY 73' - 4" SOX 1' - 5"

OUTLINE OF HOIST CAR LOCATION

1' - 9"6"

1' - 0" SOY 73' - 4" SOX 13' - 9 1/2"

SOY 18' - 6" SOX 135' - 2"

153 16" x 28"

Date 09.20.19 12.04.19 03.13.20 07.16.20 10.01.20

Rev

Issue 100% DD Issue 80% CD Issue 95% CD SET Revised Foundation Issue for Construction

ELEVATOR PIT

7'-4"

T.O.S. EL + 8' - 10"

2'x 2'x2' SUMP PIT

T.O.S. EL + 15' - 10"

172 20" x 24"

SOY 0' - 0" SOX 0' - 0"

1'-3"

SOY 1' - 5" SOX 137' - 2"

SOY 1' - 5" SOX 47' - 9"

SOY 1' - 5" SOX 1' - 5"

1'-0"

1'-0" 2" 1'-3"

1'-0"

SOY 6' - 8" SOX 127' - 4"

1'-0" 1'-3"

1'-0"

CELLAR - E.O.S. PLAN SCALE:

1/8" = 1'-0"

SOY 98' - 6" SOX 116' - 11 1/2"

SOY 98' - 6" SOX 100' - 3"

SOY 98' - 6" SOX 138' - 11"

121 24" x 12"

120 12" x 24"

SOY 98' - 6" SOX 149' - 8"

173 14" x 14"

122 24" x 12"

T.O.S. EL + 25' - 5"

174 14" x 14"

SOY 42' - 10" SOX 4' - 11 1/4" 2'-5 3/8"

A-250.00 SOY 44' - 5 47/128" SOX 0' - 0"

SOY 41' - 11" SOX 12' - 0 3/4" SOY 40' - 11" SOX 11' - 5 1/4"

T.O.C. EL + 30' - 8"

SOY 40' - 11" SOX 28' - 4 1/2"

10"

SOY 37' - 0" SOX 28' - 4 1/2"

SOY 39' - 4" SOX 31' - 8 1/2"

3 16" x 32"

SOY 33' - 0" SOX 25' - 6"

SOY 48' - 0" SOX 74' - 5"

SOY 47' - 7 1/2" SOX 85' - 4"

6'-8 1/2"

SOY 47' - 4" SOX 115' - 2 1/2"

5A 32" x 16"

4 16" x 32"

150 30" x 16"

SOY 47' - 3 1/2" SOX 100' - 1"

1'-2"

SOY 45' - 11 1/2" SOX 88' - 7"

SOY 45' - 8" SOX 133' - 10"

SOY 37' - 0" SOX 53' - 7"

SOY 36' - 6" SOX 44' - 2"

SOY 30' - 5" SOX 47' - 3"

SOY 45' - 10" SOX 149' - 8"

A-350.00 12 SOY 35' - 6 1/2" SOX 98' - 8"

THIRD AND THIRTY FOUR LLC 6 16" x 32"

9 16" x 32"

1999 Marcus Avenue, suite 310 Lake Success, NY 11042

SOY 32' - 8 1/2" SOX 100' - 4"

SOY 30' - 5" SOX 59' - 8 1/2"

1'-6" 3'-9"

SOY 31' - 3 1/2" SOX 140' - 11"

381 Park Avenue South, Suite 621 New York, NY 10016

T.O.S. EL + 27' - 5" SOY 26' - 4 1/2" SOX 137' - 2"

SOY 22' - 0" SOX 72' - 8 1/2"

46'-4 1/4"

SOY 21' - 7" SOX 2' - 11 3/4"

PROJECT 509 3rd Avenue

SOY 22' - 1" SOX 98' - 4"

SOY 22' - 4 1/2" SOX 73' - 5"

SOY 21' - 2 1/2" SOX 117' - 8 1/2"

7 16" x 32"

8 18" x 32" T.O.S. EL + 28' - 1"

T.O.S. EL + 27' - 5" T.O.S. EL + 26' - 1"

T.O.S. EL + 27' - 5"

171 16" x 18"

154 24" x 14"

SOY 20' - 11 1/2" SOX 117' - 10"

T.O.S. EL + 28' - 1"

103 26" x 36"

170 16" x 18"

CLIENT

1'-4" SOY 41' - 3 3/8" SOX 64' - 3 1/2"

3 A-250.00

SOY 55' - 10" SOX 149' - 8"

SOY 47' - 4" SOX 135' - 8"

111 16" x 28" SOY 21' - 11 1/2" SOX 0' - 4"

175 18" x 18"

TEMPORARY HOIST OPENING KNOCKOUT SLAB.

10 16" x 32" SOY 30' - 3" SOX 24' - 10"

23'-9"

SOY 54' - 6" SOX 99' - 8"

1'-2 1/2"

T.O.S. EL + 28' - 1"

SOY 36' - 3" SOX 43' - 1"

13'-9"

1'-11"

7'-6"

35'-4 1/2"

SOY 47' - 3 SOY 1/2" 48' - 0" SOX 64' - 3SOX 1/2" 73' - 9"

SOY 20' - 8 57/64" SOX 149' - 8"

New York, NY 10016

SOY 18' - 6" SOX 135' - 2"

153 16" x 28"

8'-10"

TITLE 7'-4"

OUTLINE OF FOUNDATION WALL BELOW

104 28" x 26"

SOY 0' - 4" SOX 0' - 0"

SOY 0' - 4" SOX 13' - 1 1/2"

T.O.C. EL + 29' - 10"

EOS PLANS - 01

SOY 6' - 8" SOX 127' - 4"

105 28" x 26"

SOY 0' - 4" SOX 35' - 5"

105A 18" x 13"

106 28" x 26" 7 1/4"

T.O.C. EL + 29' - 10"

107 28" x 26"

SOY 0' - 4" SOX 64' - 3 1/2"

SOY 1' - 4" SOX 47' - 1"

SOY 0' - 4" SOX 62' - 6"

T.O.C. EL + 29' - 0"

10/8/2020 10:56:33 PM

T.O.S. EL + 26' - 1" SOY 57' - 3" SOX 86' - 6 1/2"

SOY 47' - 7 1/2" SOX 64' - 3 1/2"

A-350.00

2'-6"

OUTLINE OF FOUNDATION WALL BELOW

13' - 9"

SOY 47' - 3 1/2" SOX 53' - 7"

T.O.S. EL + 29' - 11"

2'-6"

4'-3"

C:\Users\scatania\Documents\509 Third Ave_TOWER_scatania.rvt

T.O.S. EL + 29' - 11"

SOY 45' - 5 1/2" SOX 30' - 10 1/2"

10" SOY 44' - 5 47/128" SOX 11' - 5 1/4"

SOY 55' - 4" SOX 62' - 11 1/2"

2'-0"

SOY 42' - 6" SOX 12' - 0 3/4"

T.O.S. EL + 27' - 5"

A-350.00 SOY 56' - 0 1/2"2 SOX 71' - 1" SOY 55' - 0 1/2" SOX 64' - 3 1/2" SOY 56' - 0 1/2" SOX 70' - 5 1/8"

1'-4"

SOY 45' - 9 1/2" SOX 12' - 9 1/4"

SOY 55' - 0 1/2" SOX 28' - 10 1/2"

2'-9 1/2"

12 16" x 32"

SOY 55' - 4" SOX 36' - 5 1/2"

4'-7"

101 26" x 28"

6'-5"

OUTLINE OF FOUNDATION WALL BELOW

SOY 67' - 7" SOX 69' - 11"

SOY 62' - 3" SOX 64' - 3 1/2"

1'-4"

3 2'-0"

123 24" x 12"

124 24" x 14"

T.O.S. EL + 29' - 11"

26'-6"

SOY 55' - 4" SOX 30' - 10 1/2"

T.O.S. EL + 29' - 11"

SOY 45' - 10 1/2" SOX 0' - 4"

5'-7" 7'-6"

1'-4"

A-350.00

1'-3"

SOY 62' - 3" SOX 69' - 11"

27'-1 1/2"

T.O.C. EL + 30' - 6"

110 14" x 31"

3'-7" SOY 65' - 2" SOX 62' - 5 1/2"

SOY 64' - 0 1/2" SOX 12' - 4 1/2" 1'-5"1'-0"

SOY 73' - 11" SOX 149' - 8"

SOY 64' - 6" SOX 29' - 2 1/2"

11'-9 1/8" SOY 63' - 4" SOX 43' - 1 7/8"

SOY 76' - 1" SOX 149' - 8"

12'-2"

SOY 62' - 10" SOX 36' - 5 1/2"

NOTES: SOY 73' - 11" SOX 137' - 2"

SOY 73' - 11" SOX 116' - 11 1/2"

SOY 72' - 4" SOX 113' - 5"

1'-2"

T.O.S. EL + 28' - 5 1/2" SOY 65' - 5" SOX 29' - 2 1/2"

13 32" x 16"

9'-11"

SOY 64' - 0 1/2" SOX 0' - 0"

SOY 68' - 0" SOX 47' - 2 1/2"

3'-9"

SOY 66' - 9" SOX 30' - 10 1/2" 1'-10"

11"

SOY 66' - 9" SOX 12' - 4 1/2"

SOY 67' - 5 1/2" SOX 12' - 4 1/2"

SOY 73' - 11" SOX 100' - 3"

SOY 73' - 11" SOX 99' - 8"

2 30" x 16"

12'-1" SOY 68' - 8" SOX 39' - 3 1/2" 6"

T.O.C. EL + 30' - 1"

SOY 69' - 2" SOX 36' - 5 1/2"

1'-0"

1 32" x 16"

SOY 73' - 11" SOX 99' - 8"

SOY 73' - 11" SOX 85' - 4"

17' - 10"

11"

100 26" x 28"

SOY 73' - 11" SOX 84' - 5 3/4"

1'-2"

SOY 70' - 10" SOX 38' - 1 1/2" 1'-7"

SOY 73' - 4" SOX 12' - 4 1/2"

SOY 73' - 11" SOX 69' - 11"

3'-9"

SOY 73' - 4" SOX 0' - 4"

SOY 73' - 4" SOX 0' - 0"

SOY 71' - 9" SOX 29' - 1 1/2" SOY 73' - 4" SOX 29' - 6 1/2"

SOY 71' - 9" SOX 28' - 3 1/2" SOY 73' - 2" SOX 21' - 9"

SOY 0' - 4" SOX 99' - 8"

SOY 0' - 4" SOX 84' - 1 3/4"

T.O.C. EL + 29' - 0"

157 28" x 28"

108 28" x 26"

T.O.C. EL + 28' - 5"

172 16" x 31" SOY 0' - 4" SOX 137' - 2"

SOY 0' - 4" SOX 110' - 7 1/2"

T.O.C. EL + 27' - 7"

SOY 0' - 4" SOX 136' - 2"

SCALE: As indicated DATE: PROJECT #: 18.126

SOY 0' - 0" SOX 149' - 8"

T.O.C. EL + 27' - 1"

GROUND FLOOR - E.O.S. PLAN SCALE:

A-250.00

1/8" = 1'-0"

A-250.00

E.O.S. GENERAL NOTES:

ISMAEL LEYVA

1. DIVIDER BEAMS: 4" WIDE, TYP. SEE STRUCTURAL DRAWINGS FOR DETAIL; VERIFY SLAB EDGE RECESS AT DOORS, DOOR DETAILS AND HOISTWAY CLEARANCES WITH ELEVATOR SHOP DRAWINGS. 1A. DIVIDER BEAMS: SEE STRUCTURAL DRAWINGS FOR DETAIL; VERIFY SLAB EDGE RECESS AT DOORS, DOOR DETAILS AND HOISTWAY CLEARANCES WITH ELEVATOR SHOP DRAWINGS. 2. PLUMBING DEPRESSION, BOX AND SLEEVE: ALL MEP PENETRATIONS TO BE COORDINATED WITH MEP SHOP DRAWINGS. SEE MEP DRAWINGS FOR ADDITIONAL INFORMATION AND TYPICAL LAYOUTS.

A R C H I T E C T S,

P. C.

WSP USA

Structural Engineer One Penn Plaza, 250 W 34th St, 2nd Fl. New York, NY 10119

3. ELECTRICAL / TELECOM CONDUITS: SEE ELECTRICAL DRAWINGS

(212) 687-9888 - TEL

4. CONCRETE PAD: 10" THICK U.O.N. C.M. TO COORDINATE W/MECHANICAL DRAWINGS.

MEP Engineer MEP FP Engineer

A-350.00

8. SLAB:

12'-2"

6 14" x 28"

2' - 3"

1' - 4" 1' - 9"6"

1' - 6"

TOILET 4"

1' - 6" 1' - 7"

LAVATORY

BATHTUB

152 14" x 24"

1'-2"

1' - 3 1/2"

SLAB DEPRESSION

SOY 32' - 3" SOX 137' - 2"

SOY 25' - 3" SOX 148' - 5 1/4" 8"

8 28" x 14"

SOY 19' - 5" SOX 100' - 4"

7 28" x 14" SOY 19' - 5" SOX 71' - 10 1/2"

SOY 23' - 3" SOX 141' - 6"

153 14" x 24"

SOY 19' - 5" SOX 99' - 6"

155 24" x 14"

12'-8"

SOY 18' - 6" SOX 135' - 2"

10. TYP. HEAT PUMP PLUMBING HEAT PUMP, SEE MEP DRAWINGS

2'-3"

47'-0"

1'-2"

SOY 20' - 11 1/2" SOX 117' - 10"

171 12" x 18" SOY 20' - 6" SOX 149' - 4"

COLUMN, IF APPLICABLE SEE STRUCTURAL DRAWINGS

T.O.S. EL + 124' - 4"

11. PROVIDE STEEL EMBED FOR TERRACE DIVIDER. SEE A200 SERIES FOR DIVIDER TYPE.

SOY 10' - 4" SOX 113' - 10"

SOY 10' - 4" SOX 100' - 4"

NOTE: LAYOUT VARIES ACCORDING TO ADJACENT BATH AND KITCHEN CONFIGURATIONS

SOY 31' - 0 3/8" SOX 84' - 4" SOY 32' - 4" SOX 126' - 10 1/2"

SOY 19' - 5" SOX 60' - 4"

1' - 0"

PLUMBING SLOT

1'-0"

SOY 35' - 6 1/2" SOX 98' - 8" SOY 36' - 6" SOX 86' - 1 1/2"

SOY 45' - 7 1/2" SOX 147' - 7 1/2"

170 15" Ø

OUTLINE OF SHEARWALL @ 14TH FLOOR

SOY 42' - 10" SOX 100' - 4"

5 24" x 14"

SOY 30' - 5" SOX 58' - 2 1/2" SOY 30' - 5" SOX 60' - 4"

EXTERIOR WALL

151 28" x 14"

8" 1'-2"

150 24" x 14"

1' - 9"

SOY 41' - 8" SOX 87' - 2"

T.O.S. EL + 124' - 4"

9 30" x 14"

SOY 30' - 5" SOX 45' - 3 1/2"

9. TYP. BATHROOM PLUMBING STACK

1'-10"

1'-2"

4" SOY 30' - 5" SOX 30' - 4"

SOY 47' - 4" SOX 149' - 4" 4"

4 28" x 14"

18'-2 1/2"

10 28" x 14"

SOY 42' - 10" SOX 99' - 8"

SOY 42' - 10" SOX 85' - 3"

15'-1"

5'-7"

SOY 42' - 10" SOX 84' - 10"

8" SOY 35' - 3" SOX 62' - 3"

SLAB EDGE LINE

SOY 47' - 4" SOX 137' - 2"

SOY 47' - 4" SOX 126' - 10 1/2"

SOY 47' - 4" SOX 115' - 2 1/2"

SOY 47' - 4" SOX 100' - 4"

SOY 46' - 4" SOX 101' - 4"

3'-0"

7'-2 1/2"

SOY 36' - 3 7/8" SOX 46' - 9"

BUILDING LINE

EXTERIOR WALL

SOY 50' - 2" SOX 70' - 2"

SOY 40' - 2" SOX 63' - 6 1/2"

A-350.00

SLAB DEPRESSION LINE

SOY 52' - 11 1/2" SOX 85' - 3"

SOY 53' - 2" SOX 83' - 0"

1'-0"

10"

11 16" x 30"

SOY 41' - 5" SOX 30' - 4"

SOY 55' - 9" SOX 85' - 3"

2' - 3"

2'-2"

8'-3 1/2"

T.O.S. EL + 124' - 3"

1'-2" SOY 41' - 6 1/2" SOX 30' - 7 1/2"

7. EMBEDDED FIXTURES: SEE RCP (A600s) AND MEP DRAWINGS FOR ANY EMBEDDED ELECTRICAL FIXTURES AND JUNCTION BOXES. G.C. TO COORDINATE w/ ELECTRICAL SHOP DRAWINGS.

SOY 46' - 7 1/2" SOX 63' - 9 1/2"

4" SOY 41' - 5" SOX 10' - 4"

20'-11 1/2"

18'-3 1/2"

SOY 48' - 7 1/2" SOX 29' - 6 1/2"

12 20" Ø

8" THICK SLAB

3'-7"

SOY 49' - 5 1/2" SOX 64' - 3 1/2"

10"

12'-10 1/2"

SOY 43' - 3 1/4" SOX 12' - 2 1/4"

9" THICK SLAB

SOY 55' - 0 1/2" SOX 64' - 3 1/2"

5'-10 1/2"

5'-7"

T.O.S. EL + 124' - 4"

6. STAIRS: SEE STRUCTURAL DRAWINGS AND A700 SERIES FOR EDGE OF SLAB CONDITIONS AND DETAILS AT STAIRS.

SOY 67' - 7" SOX 69' - 4"

1'-3"

217-22 Nothern Boulevard Bayside, New York, NY 11361 (718) 224-9091 - TEL (718) 224-9143 - FAX

5. SLEEVES FOR PLUMBING STACKS: G.C. TO COORDINATE 2 1/2" MINIMUM CLEAR SPACING BETWEEN SLEEVES w/ CONCRETE REINFORCEMENTS.

SOY 71' - 7 3/4" SOX 83' - 7 3/4"

1'-4"

SOY 55' - 0 1/2" SOX 29' - 6 1/2"

SOY 71' - 0" SOX 92' - 0"

6' - 5"

3 16" x 24"

T.O.S. EL + 124' - 4"

15' - 3"

5'-4"

3'-9"

26'-6"

SOY 55' - 4" SOX 62' - 11 1/2"

A-350.00

2 20" Ø

3'-7"

1'-2"

5'-7"

7'-6"

9'-4 1/2"

13 14" x 30"

SOY 73' - 4" SOX 85' - 3"

6" 1'-4" 9'-4 1/2"

14'-8" SOY 59' - 9 1/2" SOX 13' - 8 1/2"

SOY 71' - 3" SOX 62' - 5 1/2" SOY 66' - 10" SOX 64' - 3 1/2" SOY 63' - 4" SOX 64' - 3 1/2"

3'-9"

SOY 70' - 1" SOX 40' - 3 1/2" 14'-7" SOY 63' - 4" SOY 62' - 10" SOX 43' - 9 1/2" SOX 36' - 5 1/2"

2'-11" 1'-2"

1'-3"

SOY 73' - 4" SOX 69' - 10 1/2"

3'-6"

SOY 68' - 1" SOX 38' - 0 1/2"

SOY 64' - 5" SOX 28' - 9"

3'-4 1/2"

14'-7 7/8" SOY 68' - 0" SOX 44' - 6 1/2"

11"

SOY 67' - 4" SOX 30' - 10 1/2"

11"

4'-8"

8" 7'-10"

1'-2"

SOY 70' - 10" SOX 38' - 1 1/2"

1'-4"

SOY 73' - 4" SOX 62' - 11 1/2"

11"

1'-2"

1 30" x 14"

SOY 71' - 9" SOX 59' - 2 3/8"

SOY 71' - 2 7/8" SOX 40' - 3 1/2"

SOY 73' - 4" SOX 10' - 4"

SOY 71' - 9" SOX 39' - 3 1/2"

SOY 72' - 3" SOX 28' - 1" SOY 73' - 2" SOX 30' - 1"

SOY 73' - 4" SOX 21' - 9"

SOY 73' - 4" SOX 12' - 4 1/2"

SOY 10' - 4" SOX 110' - 7 1/2"

12. 2'-0" X 2'-0" X 2'-0" SUMP PIT WITH GRATING

2'-0" SOY 2' - 0 1/2" SOX 147' - 7 1/2"

157 24" x 14"

10TH-14TH FLOOR - E.O.S. PLAN SCALE:

SOY 0' - 4" SOX 124' - 10"

SOY 0' - 4" SOX 113' - 10"

SOY 0' - 4" SOX 137' - 2"

2'-0"

172 15" Ø 4"

156 24" x 14"

SOY 0' - 4" SOX 149' - 4"

1/8" = 1'-0" 13. FLOOR-MOUNTED ELECTRICAL OUTLET

No 6 9 11 15

1'-2"

8" THICK SLAB

1'-2" 4'-7"

1'-4"

T.O.S. EL + 177' - 7"

SOY 55' - 4" SOX 62' - 11 1/2"

3 16" x 24"

SOY 52' - 11 1/2" SOX 85' - 3"

SOY 47' - 4" SOX 100' - 4"

SOY 47' - 4" SOX 115' - 2 1/2"

SOY 42' - 10" SOX 85' - 3"

SOY 42' - 10" SOX 100' - 4"

SOY 41' - 8" SOX 99' - 8"

A-350.00

4" SOY 30' - 5" SOX 58' - 2 1/2"

161 24" x 14" 160 24" x 14"

SOY 32' - 0" SOX 99' - 9"

23'-5"

9 28" x 14"

NOTES:

1'-0"

SOY 36' - 1" SOX 99' - 3"

10" SOY 37' - 5 7/8" SOX 61' - 11"

6 14" x 42"

10 28" x 14"

SOY 30' - 5" SOX 45' - 3 1/2"

5 24" x 14"

SOY 41' - 8" SOX 86' - 10"

SOY 47' - 4" SOX 149' - 4"

150 24" x 14"

4" SOY 36' - 3 7/8" SOX 46' - 9"

4 24" x 14"

SOY 47' - 4" SOX 142' - 10"

SOY 47' - 4" 3'-11 1/2" SOX 130' - 10"

1'-10"

SOY 40' - 2" SOX 63' - 6 1/2"

11 16" x 30"

SOY 30' - 5" SOX 30' - 4"

T.O.C. EL + 179' - 0"

SOY 46' - 4" SOX 101' - 4"

SOY 41' - 6 1/2" SOX 30' - 7 1/2"

10"

SOY 41' - 5" SOX 30' - 4"

SOY 55' - 9" SOX 85' - 3"

EXTERIOR WALL

SOY 42' - 10" SOX 84' - 10"

18'-2 1/2"

SOY 41' - 5" SOX 10' - 4"

SOY 49' - 7" SOX 70' - 7"

SOY 53' - 2" SOX 83' - 0"

1'-2" SOY 47' - 11 1/2" SOX 63' - 9 1/2"

SOY 48' - 7 1/2" SOX 46' - 0"

12 18" Ø

1'-5" 1'-3"

10" SOY 43' - 3 1/4" SOX 12' - 2 1/4"

7'-2 1/2"

SOY 48' - 7 1/2" SOX 29' - 6 1/2"

10"

18'-3 1/2" 10"

3'-7"

5'-7"

T.O.S. EL + 177' - 8" 12'-10 1/2"

SOY 55' - 0 1/2" SOX 64' - 3 1/2"

5'-10 1/2"

5'-7"

SOY 55' - 0 1/2" SOX 29' - 6 1/2"

1'-0"

SOY 63' - 4" SOX 43' - 9 1/2"

20'-11 1/2"

11'-1 1/2"

5'-4"

26'-6"

10" SOY 31' - 10" SOX 117' - 2 1/2"

SOY 30' - 0" SOX 111' - 11 3/4"

SOY 30' - 5" SOX 60' - 4"

SOY 36' - 2 1/2" SOX 127' - 10 1/2"

3'-1"

5'-7"

1'-10"

1'-4"

10"

9'-4 1/2"

13 14" x 28"

9" THICK SLAB

8'-3 1/2"

14'-8"

SOY 59' - 9 1/2" SOX 13' - 8 1/2"

SOY 67' - 7" SOX 69' - 4"

1'-2"

14'-7"

6' - 5"

SOY 71' - 7 3/4" SOX 83' - 7 3/4"

1'-3"

SOY 66' - 10" SOX 64' - 3 1/2" SOY 63' - 4" SOX 64' - 3 1/2"

7'-6"

3'-4 1/2"

SOY 71' - 3" SOX 62' - 5 1/2"

3'-0"

SOY 68' - 0" SOX 44' - 6 1/2"

9'-4 1/2"

9" 1'-2" 3'-9"

SOY 70' - 1" SOX 40' - 3 1/2"

SOY 62' - 10" SOX 36' - 5 1/2" SOY 64' - 5" SOX 28' - 9"

SOY 71' - 0" SOX 92' - 0"

2 18" Ø

SOY 72' - 2" SOX 69' - 10 1/2"

11"

4'-5 1/2"

2'-1 1/2"

1'-4" SOY 68' - 1 1/2" SOX 30' - 6" 1'-3" SOY 67' - 10" SOX 38' - 0 1/2"

Issue 100% DD Issue 80% CD Issue 95% CD SET Issue for Construction

SOY 73' - 4" SOX 85' - 3"

14'-7 7/8" 1'-2"

SOY 70' - 7" SOX 30' - 6"

3'-9"

3" 4'-0 1/2"

11" 1'-2" SOY 71' - 1" SOX 28' - 1" 7'-10"

1 24" x 14"

SOY 73' - 4" SOX 62' - 11 1/2"

SOY 71' - 2 7/8" SOX 40' - 3 1/2"

11"

SOY 70' - 10" SOX 38' - 1 1/2"

Rev

15' - 3"

SOY 71' - 5 1/2" SOX 30' - 6"

SOY 73' - 4" SOX 21' - 9" 2"

SOY 73' - 4" SOX 10' - 4"

SOY 73' - 4" SOX 12' - 4 1/2"

3'-6"

SOY 73' - 2" SOX 30' - 1"

Date 09.20.19 12.04.19 03.13.20 10.01.20

SOY 36' - 5" SOX 138' - 2"

CONC. CURB

T.O.S. EL + 177' - 8" 1'-0"

T.O.S. EL = + 177' - 0"

SOY 31' - 3 1/2" SOX 127' - 10 1/2"

EXTERIOR WALL

PARAPET

7 24" x 14"

SOY 19' - 5" SOX 60' - 4"

SOY 19' - 5" SOX 100' - 4"

SOY 21' - 2 1/2" SOX 138' - 6"

8 28" x 14"

162 24" x 14"

SOY 19' - 5" SOX 71' - 10 1/2"

SOY 19' - 5" SOX 99' - 6"

T.O.C. EL + 179' - 0"

163 24" x 14"

10/8/2020 10:57:10 PM

SOY 10' - 4" SOX 100' - 4"

CLIENT

C:\Users\scatania\Documents\509 Third Ave_TOWER_scatania.rvt

155 24" x 14" SOY 10' - 4" SOX 110' - 7 1/2"

SOY 10' - 4" SOX 129' - 7"

SOY 10' - 4" SOX 113' - 10"

THIRD AND THIRTY FOUR LLC SOY 10' - 4" SOX 142' - 10"

1999 Marcus Avenue, suite 310 Lake Success, NY 11042

EXTERIOR WALL

381 Park Avenue South, Suite 621 New York, NY 10016

SOY 0' - 4" SOX 113' - 10"

15TH FLOOR - E.O.S. PLAN SCALE:

1/8" = 1'-0"

T.O.C. EL + 179' - 0"

SOY 0' - 4" SOX 149' - 4"

PROJECT 509 3rd Avenue New York, NY 10016

TITLE EOS PLANS - 05

SCALE: As indicated DATE: PROJECT #: 18.126

A-254.00

E.O.S. GENERAL NOTES:

ISMAEL LEYVA

A R C H I T E C T S,

P. C.

WSP USA

Structural Engineer One Penn Plaza, 250 W 34th St, 2nd Fl. New York, NY 10119

3. ELECTRICAL / TELECOM CONDUITS: SEE ELECTRICAL DRAWINGS

(212) 687-9888 - TEL

4. CONCRETE PAD: 10" THICK U.O.N. C.M. TO COORDINATE W/MECHANICAL DRAWINGS.

MEP Engineer MEP FP Engineer

217-22 Nothern Boulevard Bayside, New York, NY 11361 (718) 224-9091 - TEL (718) 224-9143 - FAX

5. SLEEVES FOR PLUMBING STACKS: G.C. TO COORDINATE 2 1/2" MINIMUM CLEAR SPACING BETWEEN SLEEVES w/ CONCRETE REINFORCEMENTS. 6. STAIRS: SEE STRUCTURAL DRAWINGS AND A700 SERIES FOR EDGE OF SLAB CONDITIONS AND DETAILS AT STAIRS. 7. EMBEDDED FIXTURES: SEE RCP (A600s) AND MEP DRAWINGS FOR ANY EMBEDDED ELECTRICAL FIXTURES AND JUNCTION BOXES. G.C. TO COORDINATE w/ ELECTRICAL SHOP DRAWINGS. 8. SLAB: SLAB DEPRESSION LINE BUILDING LINE SLAB EDGE LINE SOY 73' - 2" SOX 30' - 1"

O.D. T.D.

8 24" x 14" SOY 19' - 5" SOX 60' - 4"

SOY 29' - 0 1/2" SOX 141' - 4 5/8"

SOY 30' - 5" SOX 45' - 3 1/2"

PLUMBING SLOT

2' - 3"

1' - 9"6"

2'-0" SOY 19' - 5" SOX 99' - 8"

Date 09.20.19 12.04.19 03.13.20 10.01.20

Rev

Issue 100% DD Issue 80% CD Issue 95% CD SET Issue for Construction

13 12" x 24"

SOY 72' - 2" SOX 67' - 7 1/2"

SOY 68' - 1 1/2" SOX 30' - 6"

3'-9"

SOY 68' - 0" SOY 70' - 1" SOX 43' - 6" SOX 40' - 3 1/2" 12'-9"

6'-1" 2'-6"

1'-2"

SOY 71' - 3" SOX 62' - 5 1/2"

1'-11"

11"

SOY 70' - 7" SOX 30' - 6"

1'-7"

19'-6 1/2"

SOY 71' - 9" SOX 62' - 11 1/2"

SOY 71' - 2 7/8" SOX 40' - 3 1/2"

SOY 70' - 10" SOX 38' - 1 1/2"

3'-0"

SOY 67' - 5" 1'-3" SOX 39' - 3 1/2"

SOY 63' - 4" SOX 46' - 3 1/2" 12'-1"

SOY 62' - 10" SOX 36' - 5 1/2" 1'-0"

1'-0"

SOY 64' - 5" SOX 28' - 9"

SOY 59' - 9 1/2" SOX 10' - 10 1/2"

A-350.00

SOY 73' - 4" SOX 62' - 11 1/2"

11" 1'-0" 6" 1'-0"

T.O.S. EL + 358' - 11"

7 16" Ø

5'-7"

NOTES:

2 16" Ø SOY 71' - 7 3/4" SOX 83' - 7 3/4"

SOY 69' - 6 3/4" SOX 65' - 10 1/2"

SOY 66' - 10" SOX 63' - 11 1/2" SOY 63' - 4" SOX 63' - 11 1/2" 1'-0"

26'-6"

SOY 73' - 4" SOX 85' - 3"

SOY 70' - 4 1/2" SOX 68' - 0 1/2"

21'-3 1/2"

8'-3 1/2"

21'-3 1/2"

SOY 71' - 9" SOX 39' - 3 1/2"

3'-9"

SOY 72' - 2 3/4" SOX 27' - 9"

SOY 73' - 4" SOX 12' - 4 1/2"

1 24" x 12"

15' - 3"

SOY 63' - 4" SOX 63' - 11 1/2"

No 6 9 11 15

SOY 20' - 10 1/4" SOX 98' - 2 3/4"

SOY 19' - 5" SOX 71' - 10 1/2"

7'-6"

6' - 5"

8" THICK SLAB

2' - 3"

13. FLOOR-MOUNTED ELECTRICAL OUTLET

SOY 30' - 5" SOX 60' - 4"

SOY 71' - 5 1/2" SOX 30' - 6" 5"

SOY 73' - 4" SOX 10' - 4"

SOY 71' - 0" SOX 92' - 0"

5'-6"

3'-7"

6'-1" 3'-6"

9" THICK SLAB

T.O.S. EL + 273' - 8"

SOY 30' - 5" SOX 58' - 2 1/2"

7'-6"

SOY 63' - 4" SOX 43' - 1"

SOY 66' - 10" SOX 63' - 11 1/2"

3'-6" 8'-3 1/2"

SOY 32' - 0" SOX 99' - 8"

1/8" = 1'-0"

1'-4"

9" 1'-2" 3'-9"

1'-0"

26'-6"

A-350.00

26'-6"

11 14" x 28"

18'-4"

SOY 40' - 0 1/2" SOX 76' - 1"

4 24" x 12"

1'-8"

SOY 41' - 10" SOX 86' - 10"

SOY 43' - 3 1/4" SOX 12' - 2 1/4"

SOY 42' - 10" SOX 99' - 8"

12 16" Ø

5 24" x 12"

SOY 41' - 5" SOX 10' - 4"

EXTERIOR WALL

SOY 41' - 5" SOX 30' - 4"

SOY 52' - 11 1/2" SOX 85' - 3" SOY 49' - 9" SOX 71' - 0"

SOY 46' - 3 1/4" SOX 84' - 2" SOY 44' - 11 1/4" SOX 83' - 9 1/2"

SOY 48' - 7 1/2" SOX 61' - 0 1/2"

SOY 42' - 10" SOX 85' - 3"

11 SOY 41' - 6 1/2" SOX 30' - 7 1/2"

11 14" x 28"

A-350.00

SOY 42' - 10" SOX 99' - 8"

SOY 42' - 10" SOX 84' - 10"

24'-11"

SOY 42' - 10" SOX 85' - 3"

1'-10"

2'-6 1/2"

SOY 48' - 7 1/2" SOX 29' - 10 1/2"

SOY 48' - 7 1/2" SOX 63' - 11 1/2"

SOY 41' - 5" SOX 30' - 4"

4'-2"

10"

T.O.S. EL + 370' - 7 1/2"

3 12" x 24"

SOY 55' - 0 1/2" SOX 63' - 11 1/2" 1'-10"

4'-5 1/2"

EXTERIOR WALL

SOY 49' - 0" SOX 71' - 3"

SOY 55' - 4" SOX 62' - 11 1/2"

T.O.S. EL + 370' - 7 1/2"

5'-7"

SOY 53' - 2" SOX 83' - 0"

SOY 42' - 10" SOX 84' - 10"

A-350.00

SOY 55' - 0 1/2" SOX 29' - 10 1/2"

7'-2 1/2"

10"

SOY 47' - 10 1/2" SOX 59' - 10 1/2"

1'-10"

SOY 41' - 6 1/2" SOX 30' - 7 1/2"

SOY 43' - 3 1/4" SOX 12' - 2 1/4"

17'-11 1/2"

A-350.00

SOY 55' - 9" SOX 85' - 3"

1'-2"

12 16" Ø

3'-7"

SOY 48' - 7 1/2" SOX 29' - 10 1/2"

7'-2 1/2"

T.O.S. EL + 359' - 0"

SOY 49' - 5 1/2" SOX 46' - 0"

1'-10"

SOY 49' - 5 1/2" SOX 42' - 5"

SOY 55' - 0 1/2" SOX 63' - 11 1/2" 5'-7"

T.O.S. EL + 359' - 0"

SOY 55' - 4" SOX 62' - 11 1/2"

10"

SOY 55' - 0 1/2" SOX 29' - 10 1/2"

5'-10 1/2"

18'-2 1/2"

A-350.00

12'-6 1/2"

SOY 41' - 5" SOX 10' - 4"

1'-0"

5'-7"

SCALE:

9'-4 1/2"

1'-0"

SOY 68' - 0" SOX 44' - 6 1/2" 15'-3 1/2"

2'-0"

24TH-31ST FLOORS - E.O.S. PLAN

SOY 67' - 7" SOX 69' - 4"

8'-3 1/2"

15'-0"

SOY 71' - 3" SOX 62' - 5 1/2"

12. 2'-0" X 2'-0" X 2'-0" SUMP PIT WITH GRATING EXTERIOR WALL

T.O.C. EL + 264' - 6"

SOY 71' - 7 3/4" SOX 83' - 7 3/4"

11"

1'-7"

1'-3" SOY 67' - 5" SOX 39' - 3 1/2" SOY 62' - 10" SOX 36' - 5 1/2"

5'-7"

13 48" x 24"

SOY 70' - 1" SOX 40' - 3 1/2"

SOY 68' - 1 1/2" SOX 30' - 6"

9'-4 1/2"

4'-6 1/2"

2 16" Ø

14'-8 1/8"

1'-0"

SOY 64' - 5" SOX 28' - 9"

SOY 73' - 4" SOX 85' - 3"

1'-3"

7'-6"

SOY 59' - 9 1/2" SOX 14' - 10 1/2"

SOY 71' - 9" SOX 62' - 11 1/2"

5 24" x 14"

SOY 41' - 8" SOX 86' - 10"

SOY 10' - 4" SOX 142' - 10"

SOY 73' - 4" SOX 28' - 9"

SOY 73' - 4" SOX 62' - 11 1/2"

3'-9"

1'-4" 1'-0"

SOY 70' - 7" SOX 30' - 6"

3'-0"

SOY 70' - 10 3/4" SOX 27' - 9"

5'-6"

1 24" x 12"

SOY 71' - 2 7/8" SOX 40' - 3 1/2"

11"

SOY 73' - 4" SOX 12' - 4 1/2"

SOY 73' - 4" SOX 10' - 4"

SOY 71' - 9" SOX 39' - 3 1/2"

4 24" x 14"

11. PROVIDE STEEL EMBED FOR TERRACE DIVIDER. SEE A200 SERIES FOR DIVIDER TYPE.

SOY 42' - 10" SOX 99' - 8"

9 24" x 14"

10 24" x 14" SOY 30' - 5" SOX 30' - 4"

SOY 71' - 5 1/2" SOX 30' - 6" SOY 70' - 10" SOX 38' - 1 1/2"

SOY 42' - 10" SOX 85' - 3"

8 24" x 14"

1/8" = 1'-0"

SOY 73' - 4" SOX 28' - 9"

EXTERIOR WALL

6 14" x 24"

SOY 19' - 5" SOX 99' - 8"

23RD FLOOR - E.O.S. PLAN

COLUMN, IF APPLICABLE SEE STRUCTURAL DRAWINGS

SOY 48' - 7 1/2" SOX 63' - 11 1/2"

SOY 19' - 5" SOX 60' - 4"

SCALE:

HEAT PUMP, SEE MEP DRAWINGS

SOY 36' - 1" SOX 47' - 8 1/2"

EXTERIOR WALL

SOY 10' - 4" SOX 100' - 4"

15' - 3"

11" 7'-6"

5'-7"

SOY 53' - 2" SOX 83' - 0" SOY 49' - 5" SOX 71' - 3"

SOY 19' - 5" SOX 100' - 4"

1' - 9"

1'-2" 1'-0"

1'-2" 5'-4"

3'-9"

3'-7"

1'-2"9"

11"

SOY 35' - 0" SOX 46' - 7 3/4"

7 16" Ø

SOY 19' - 5" SOX 71' - 10 1/2"

10. TYP. HEAT PUMP PLUMBING

1'-4"

T.O.C. EL + 264' - 6"

SOY 20' - 10 1/4" SOX 98' - 2 3/4"

NOTE: LAYOUT VARIES ACCORDING TO ADJACENT BATH AND KITCHEN CONFIGURATIONS

SOY 40' - 0 1/2" SOX 76' - 1"

1'-8"

SOY 28' - 7" SOX 121' - 2"

SOY 30' - 5" SOX 60' - 4"

SOY 41' - 5" SOX 30' - 4"

1' - 3 1/2"

SLAB DEPRESSION

SOY 55' - 9" SOX 85' - 3"

SOY 42' - 10" SOX 84' - 10"

11 14" x 28"

SOY 52' - 11 1/2" SOX 85' - 3"

1'-10"

17'-11 1/2"

BATHTUB

SOY 55' - 0 1/2" SOX 63' - 11 1/2"

SOY 47' - 10 1/2" SOX 59' - 10 1/2"

SOY 34' - 0" SOX 137' - 2"

SOY 29' - 1" SOX 121' - 2"

T.O.S. EL + 262' - 4"

3'-7"

1'-8"

SOY 32' - 0" SOX 99' - 8"

SOY 49' - 5 1/2" SOX 46' - 0"

10"

SOY 34' - 0" SOX 123' - 2"

SOY 55' - 4" SOX 62' - 11 1/2"

SOY 41' - 6 1/2" SOX 30' - 7 1/2"

SOY 41' - 5" SOX 10' - 4"

EXTERIOR WALL

SOY 30' - 5" SOX 58' - 2 1/2"

EXTERIOR WALL

12 16" Ø

4 CONC. CURB

T.O.S. EL + 263' - 0"

SOY 49' - 5 1/2" SOX 42' - 5"

SOY 48' - 7 1/2" T.O.S. EL + 273' - 8" SOX 29' - 10 1/2"

SOY 40' - 8" SOX 137' - 2"

SOY 43' - 3 1/4" SOX 12' - 2 1/4"

9 24" x 14"

8" THICK SLAB

21'-3 1/2"

1'-2"

SOY 40' - 8" SOX 123' - 2"

1'-4" SOY 36' - 1" SOX 47' - 8 1/2"

SOY 30' - 5" SOX 45' - 3 1/2"

9'-4 1/2"

PARAPET

A-350.00

6 14" x 24"

9" THICK SLAB

3'-6"

18'-2 1/2" 10"

SOY 41' - 8" SOX 86' - 10"

T.O.S. EL + 273' - 8"

12'-6 1/2"

5 24" x 14"

SOY 35' - 0" SOX 46' - 7 3/4"

SOY 30' - 5" SOX 30' - 4"

SOY 55' - 0 3/4" SOX 30' - 10 1/2"

SOY 47' - 4" SOX 142' - 10"

SOY 46' - 4" SOX 101' - 4"

SOY 42' - 10" SOX 99' - 8"

1'-0"

1'-5"

SOY 42' - 10" SOX 84' - 10"

26'-6"

LAVATORY

3 16" x 24"

SOY 42' - 10" SOX 100' - 4" SOY 42' - 10" SOX 85' - 3"

5'-7"

1' - 7"

T.O.S. EL + 273' - 7"

10"

SOY 49' - 5" SOX 71' - 3"

1'-0"

SOY 66' - 10" SOX 63' - 11 1/2"

1' - 4"

1' - 6"

SOY 63' - 4" SOX 63' - 11 1/2"

SOY 63' - 4" SOX 43' - 9 1/2"

15'-0"

1' - 6"

TOILET

6' - 5"

SOY 71' - 7 3/4" SOX 83' - 7 3/4"

13 14" x 24"

SOY 47' - 4" SOX 100' - 4"

EXTERIOR WALL

3'-4 1/2" 1'-2"

SOY 71' - 0" SOX 92' - 0"

SOY 67' - 7" SOX 69' - 4"

1'-5"

SOY 53' - 2" SOX 83' - 0"

4 24" x 14"

10 24" x 14"

14'-7"

5'-10 1/2"

SOY 52' - 11 1/2" SOX 85' - 3"

2'-1"

11 14" x 28"

SOY 41' - 5" SOX 30' - 4"

SOY 41' - 5" SOX 10' - 4"

SOY 62' - 10" SOX 36' - 5 1/2"

2 16" Ø

1'-0"

10"

5'-7"

SOY 41' - 6 1/2" SOX 30' - 7 1/2"

SOY 43' - 3 1/4" SOX 12' - 2 1/4"

SOY 71' - 3" SOX 62' - 5 1/2"

SOY 73' - 4" SOX 85' - 3"

1'-3"

18'-2 1/2"

12 16" Ø

SOY 55' - 9" SOX 85' - 3"

1'-10"

SOY 48' - 7 1/2" SOX 64' - 3 1/2"

SOY 47' - 10 1/2" SOX 59' - 10 1/2"

SOY 68' - 0" SOX 44' - 6 1/2"

SOY 73' - 4" SOX 69' - 10 1/2"

SOY 48' - 7 1/2" SOX 29' - 6 1/2"

SOY 68' - 1 1/2" SOX 30' - 6" SOY 67' - 6" SOX 39' - 3 1/2"

SOY 64' - 5" SOX 28' - 9" SOY 59' - 9 1/2" SOX 13' - 8 1/2"

SOY 55' - 0 1/2" SOX 64' - 3 1/2"

10"

SOY 49' - 5 1/2" SOX 46' - 0"

SOY 70' - 1" SOX 40' - 3 1/2"

1'-3"

20'-11 1/2"

10"

SOY 49' - 5 1/2" SOX 42' - 5"

SOY 55' - 4" SOX 62' - 11 1/2"

5'-10 1/2"

5'-7"

T.O.S. EL + 263' - 0"

10" 1'-0"

14'-7 7/8"

3'-9"

T.O.S. EL + 262' - 11"

3 16" x 24" SOY 55' - 0 3/4" SOX 30' - 10 1/2"

SOY 70' - 11" SOX 27' - 11"

SOY 73' - 4" SOX 62' - 11 1/2"

SOY 70' - 7" SOX 30' - 6"

1'-6"

8" THICK SLAB

3'-0"

9" THICK SLAB

4'-7"

1 24" x 14"

11"

SOY 67' - 7" SOY 66' - 10" SOX 69' - 4" SOX 64' - 3 1/2"

1'-4"

1'-0"

1'-2" 5'-4" 1'-4"

5'-7"

26'-6"

SOY 73' - 4" SOX 12' - 4 1/2"

SOY 73' - 4" SOX 21' - 9"

10"

5'-7"

SOY 73' - 4" SOX 10' - 4"

SOY 70' - 10" SOX 38' - 1 1/2" SOY 71' - 2 7/8" SOX 40' - 3 1/2"

SOY 71' - 5 1/2" SOX 30' - 6"

6' - 5"

SOY 71' - 7 3/4" SOX 83' - 7 3/4"

8'-3 1/2"

1'-4"

7'-6"

14'-8"

9'-4 1/2"

13 14" x 24"

SOY 63' - 4" SOX 64' - 3 1/2"

SOY 63' - 4" SOX 43' - 9 1/2"

SOY 59' - 9 1/2" SOX 13' - 8 1/2"

2 16" Ø

1'-3"

SOY 73' - 2" SOX 30' - 1"

3'-0"

14'-7"

1' - 0" SOY 71' - 0" SOX 92' - 0"

15' - 3"

SOY 62' - 10" SOX 36' - 5 1/2"

1'-4"

SOY 73' - 4" SOX 85' - 3"

3'-7"

9" SOY 68' - 0" SOX 44' - 6 1/2"

3'-6"

1'-3" SOY 67' - 6" SOX 39' - 3 1/2"

2'-11"

SOY 71' - 3" SOX 62' - 5 1/2"

11"

SOY 68' - 1 1/2" SOX 30' - 6"

SOY 64' - 5" SOX 28' - 9"

3'-4 1/2" 1'-2"

3'-9"

14'-7 7/8" SOY 70' - 1" SOX 40' - 3 1/2"

1'-6"

1'-4"

SOY 70' - 7" SOX 30' - 6"

3'-9"

SOY 70' - 11" SOX 27' - 11"

4'-8"

1'-4"

11"

10"

1 24" x 14"

SOY 73' - 4" SOY 73' - 4" SOX 62' - 11 1/2" SOX 69' - 10 1/2"

1'-2"

SOY 73' - 4" SOX 21' - 9"

9. TYP. BATHROOM PLUMBING STACK SOY 71' - 2 7/8" SOX 40' - 3 1/2"

SOY 73' - 4" SOX 12' - 4 1/2"

SOY 73' - 4" SOX 10' - 4"

SOY 71' - 5 1/2" SOX 30' - 6" SOY 70' - 10" SOX 38' - 1 1/2"

4 24" x 12"

SOY 41' - 10" SOX 86' - 10"

5 18" x 18"

CLIENT

10/8/2020 10:57:26 PM

SOY 35' - 0" SOX 46' - 7 3/4"

SOY 36' - 0" SOX 47' - 8 1/2"

THIRD AND THIRTY FOUR LLC SOY 32' - 3" SOX 47' - 7"

9 24" x 12"

10 24" x 14"

6 12" x 24"

SOY 30' - 5" SOX 30' - 4"

SOY 30' - 5" SOX 45' - 3 1/2"

EXTERIOR WALL

T.O.S. EL + 359' - 0"

SOY 30' - 5" SOX 30' - 4"

SOY 30' - 5" SOX 58' - 2 1/2" SOY 30' - 5" SOX 60' - 4"

8 24" x 12" SOY 19' - 5" SOX 60' - 4"

SOY 19' - 5" SOX 71' - 10 1/2"

9 24" x 12"

10 24" x 12"

SOY 32' - 0" SOX 99' - 8"

T.O.S. EL + 370' - 7 1/2" SOY 30' - 5" SOX 45' - 3 1/2"

SOY 32' - 0" SOX 99' - 8"

381 Park Avenue South, Suite 621 New York, NY 10016

SOY 30' - 5" SOX 58' - 2 1/2" SOY 30' - 5" SOX 60' - 4"

SOY 20' - 10 1/4" SOX 98' - 2 3/4"

8 24" x 12"

7 16" Ø SOY 19' - 5" SOX 60' - 4"

SOY 19' - 5" SOX 99' - 8"

6 12" x 24"

1999 Marcus Avenue, suite 310 Lake Success, NY 11042

C:\Users\scatania\Documents\509 Third Ave_TOWER_scatania.rvt

1'-0"

1'-4"

SOY 19' - 5" SOX 71' - 10 1/2"

SOY 20' - 10 1/4" SOX 98' - 2 3/4"

7 16" Ø SOY 19' - 5" SOX 99' - 8"

PROJECT 509 3rd Avenue New York, NY 10016

TITLE EOS PLANS - 07

SCALE: As indicated DATE: PROJECT #: 18.126

32ND FLOOR - E.O.S. PLAN SCALE:

1/8" = 1'-0"

33RD FLOOR - E.O.S. PLAN SCALE:

1/8" = 1'-0"

A-256.00

E.O.S. GENERAL NOTES: 1'-10" 4"

1'-6"

METAL PANEL AS SPECIFIED METAL FIN

CONCRETE COLUMN

8" 1'-0"

35 Level 35 MECH 402' - 7 1/2"

3. ELECTRICAL / TELECOM CONDUITS: SEE ELECTRICAL DRAWINGS

T.O.S. EL = + 402' - 9 1/2"

4. CONCRETE PAD: 10" THICK U.O.N. C.M. TO COORDINATE W/MECHANICAL DRAWINGS.

4'-3"

1'-0"

STONE PANEL

ISMAEL LEYVA

A R C H I T E C T S,

WSP USA

Structural Engineer One Penn Plaza, 250 W 34th St, 2nd Fl. New York, NY 10119 (212) 687-9888 - TEL

MEP Engineer

2'-1"

MEP FP Engineer

217-22 Nothern Boulevard Bayside, New York, NY 11361 (718) 224-9091 - TEL (718) 224-9143 - FAX

2'-2"

P. C.

5. SLEEVES FOR PLUMBING STACKS: G.C. TO COORDINATE 2 1/2" MINIMUM CLEAR SPACING BETWEEN SLEEVES w/ CONCRETE REINFORCEMENTS.

1'-2 1/2" 1'-6 1/2"

6. STAIRS: SEE STRUCTURAL DRAWINGS AND A700 SERIES FOR EDGE OF SLAB CONDITIONS AND DETAILS AT STAIRS.

COLUMN 1 TRANSITION @ 35TH FL SLAB SCALE:

7. EMBEDDED FIXTURES: SEE RCP (A600s) AND MEP DRAWINGS FOR ANY EMBEDDED ELECTRICAL FIXTURES AND JUNCTION BOXES. G.C. TO COORDINATE w/ ELECTRICAL SHOP DRAWINGS.

1/2" = 1'-0"

8. SLAB: SLAB DEPRESSION LINE BUILDING LINE SLAB EDGE LINE

2 A-257.00

9. TYP. BATHROOM PLUMBING STACK

A-350.00

11 14" x 28"

SOY 41' - 5" SOX 30' - 4"

SOY 44' - 3" SOX 55' - 2"

T.O.S. EL + 386' - 7 1/2"

SOY 41' - 11 3/4" SOX 87' - 7"

4 24" x 12"

5 18" x 18"

SOY 41' - 10" SOX 86' - 10"

SOY 41' - 5" SOX 10' - 4"

SOY 42' - 0 1/4" SOX 11' - 5 1/4"

SOY 31' - 4" SOX 80' - 1"

9 24" x 12"

SOY 30' - 5" SOX 61' - 0"

SOY 30' - 5" SOX 60' - 4"

EXTERIOR WALL

5'-10"

T.O.C. EL + 388' - 1 1/2"

SOY 20' - 0 1/4" SOX 99' - 0 3/4"

SOY 20' - 3 1/4" SOX 85' - 1 3/4"

SOY 19' - 5" SOX 99' - 8"

SOY 41' - 4" SOX 29' - 10 1/2"

SOY 41' - 6 1/2" SOX 30' - 8 1/2"

11 14" x 28"

SOY 41' - 4" SOX 29' - 10 1/2" SOY 41' - 4" SOX 30' - 4"

R.D. O.D.

SOY 43' - 2" SOX 35' - 7"

SOY 42' - 8" SOX 35' - 7"

SOY 44' - 3" SOX 71' - 3 1/2" SOY 43' - 2" SOX 67' - 6"

53'-10 3/4"

R.D. O.D.

T.O.S. EL + 413' - 9 1/2"

A-350.00

SOY 40' - 9" SOX 45' - 9 1/2"

SOY 42' - 8" SOX 67' - 6"

18'-3 3/4"

SOY 42' - 0 1/4" SOX 11' - 5 1/4" SOY 41' - 5" SOX 10' - 4"

SOY 41' - 11" 24" SOX 74' - 5 3/4"

4 x 12"

T.O.C. EL + 415' - 3 1/2" SOY 42' - 10" SOX 85' - 0 1/2"

SOY 41' - 10" SOX 86' - 10"

2' - 3"

1' - 9"6"

2' - 3"

NOTES:

R.D. O.D.

SOY 60' - 9" SOX 83' - 6"

SOY 59' - 0" SOX 38' - 9 1/2"

SOY 54' - 7 1/2" SOX 60' - 1"

A-350.00 SOY 54' - 7 1/2" SOX 85' - 3"

24'-3 1/2"

EXTERIOR WALL

SOY 42' - 10" SOX 84' - 10"

18'-0 1/2"

7'-6"

2'-9 1/4"

SOY 63' - 5" SOX 46' - 4"

23'-9 1/2"

SOY 49' - 4" SOX 35' - 9 1/2"

SOY 63' - 5" SOX 78' - 3"

23'-4"

T.O.S. EL + 426' - 7 1/2"

2" 1'-6"

4" 1'-6"

2'-9 1/4" R.D. O.D.

SOY 63' - 11" SOX 46' - 4"

SOY 63' - 11" SOX 78' - 3"

SOY 42' - 10" SOX 99' - 8"

23'-7"

SOY 49' - 4" SOX 60' - 1"

1'-5"

T.O.B. EL + 426' - 7 1/2"

T.O.C. EL + 429' - 2 1/2"

SOY 42' - 10" SOX 85' - 3"

T.O.B. EL + 426' - 7 1/2"

5 18" x 18"

SOY 41' - 5" SOX 10' - 4"

EXTERIOR WALL

SOY 39' - 2 1/2" SOX 31' - 10 1/2"

SOY 42' - 10" SOX 99' - 8"

T.O.C. EL + 417' - 9 1/2"

18'-0 1/2"

12 18" x 24"

SOY 49' - 4" SOX 60' - 1"

SOY 63' - 7 1/2" SOX 83' - 6"

45'-11 1/2"

2'-2"

CON. CURB

SOY 68' - 3 7/8" SOX 62' - 9 1/8"

SOY 41' - 5" SOX 30' - 4"

A-350.00

1'-6"

T.O.B. EL + 413' - 9 1/2"

SOY 49' - 9" SOX 71' - 0"

SOY 49' - 4" SOX 35' - 9 1/2"

SOY 52' - 11 1/2" SOX 84' - 1"

12'-0 1/2"

SOY 54' - 7 1/2" SOX 60' - 1"

SOY 52' - 6 1/2" SOX 76' - 6"

1'-10"

P 12" x 12"

SOY 72' - 8" SOX 85' - 3"

SOY 68' - 6" SOX 83' - 6"

SOY 68' - 3 7/8" SOX 43' - 8 1/2"

3'-8"

A-350.00

T.O.S. EL + 413' - 9 1/2" 1'-10"

Issue 100% DD Issue DOB Initial Filing Set-Obj. Resp. 80% CD Issue Issue for Construction

SOY 20' - 0 1/4" SOX 99' - 0 3/4"

T.O.C. EL + 404' - 1 1/2"

SOY 19' - 5" SOX 71' - 10 1/2"

Rev

3 14" x 24"

SOY 19' - 5" SOX 99' - 8"

Date 09.20.19 11.26.19 12.04.19 10.01.20

T.O.B. EL + 426' - 7 1/2" 33'-6 1/2"

EXTERIOR WALL T.O.B. EL + 413' - 9 1/2"

1'-6"

T.O.B. EL + 426' - 7 1/2" SOY 54' - 7 1/2" SOX 85' - 3"

T.O.C. EL + 429' - 2 1/2"

T.O.S. EL + 414' - 7 1/2"

27'-3 1/2" SOY 63' - 6" SOX 35' - 9 1/2"

A-350.00

T.O.S. EL + 414' - 7 1/2"

7 18" x 24"

SOY 19' - 5" SOX 74' - 5 3/4"

17'-3"

P 12" x 12"

4"1'-6"

SOY 60' - 9" SOX 83' - 6"

9 14'-0"

SOY 63' - 6" SOX 39' - 3 1/2"

7 1/4"

P 12" x 12"

SOY 59' - 0" SOX 38' - 9 1/2"

SOY 68' - 6" SOX 83' - 6"

24'-8 1/4" SOY 62' - 4" SOX 63' - 11 3/8"

CON. CURB

A-350.00

7 1/4"

15'-1"

SOY 20' - 3 1/4" SOX 85' - 1 3/4"

No 6 8 9 15

3'-3 1/4"

T.O.B. EL + 426' - 7 1/2"

3'-10" SOY 67' - 4 1/2" SOX 72' - 4"

3'-3 1/4"

14'-2"

2'-2"

2 18" x 18"

SOY 72' - 8" SOX 39' - 3 1/2"

28'-3"

T.O.C. EL + 417' - 9 1/2"

SOY 72' - 8" SOX 10' - 4"

17'-3"

13A 14" x 24"

13. FLOOR-MOUNTED ELECTRICAL OUTLET

EXTERIOR WALL

SOY 63' - 7 1/2" SOX 83' - 6"

SOY 63' - 4" SOX 44' - 10 1/2"

P 12" x 12"

1' - 9"

T.O.C. EL + 404' - 1 1/2"

1/8" = 1'-0"

28'-3"

SOY 64' - 5" SOX 29' - 10 1/2"

SOY 59' - 9 1/2" SOX 10' - 11 1/4"

SOY 63' - 6" SOX 39' - 3 1/2" 5'-7"

SCALE:

1'-6"

1'-1 1/2" SOY 63' - 6" SOX 35' - 9 1/2"

3'-8"

SOY 64' - 5" SOX 28' - 9"

SOY 71' - 3" SOX 62' - 5 1/2"

2'-0"

35TH FLOOR - E.O.S. PLAN

SOX 34' - 3" SOY 63' - 4" SOX 38' - 9 1/2" 9'-5"

3" 8"

SOY 68' - 0" SOX 44' - 4"

1'-8" R.D. O.D. SOY 67' - 11"

1'-4"

SOY 68' - 5" SOX 34' - 3"

EXTERIOR WALL

T.O.C. EL + 404' - 1 1/2"

9 24" x 16"

SOY 19' - 5" SOX 60' - 4"

SOY 72' - 8" SOX 85' - 3"

T.O.C. EL + 415' - 3 1/2"

P 12" x 12"

14'-1 1/2" 3'-9"

1 28" x 18"

P 12" x 12"

1'-8"

16'-11"

SOY 70' - 1" SOX 40' - 3 1/2"

17'-5 1/4"

SOY 70' - 10" SOX 38' - 1 1/2"

SOY 72' - 8" SOX 63' - 5 1/2"

12. 2'-0" X 2'-0" X 2'-0" SUMP PIT WITH GRATING

5 18" x 18"

T.O.S. EL = + 402' - 7 1/2"

8 8 24"12" x 14" 24" x

SOY 72' - 8" SOX 84' - 7 3/4"

SOY 72' - 8" SOX 62' - 11 1/2"

SOY 41' - 10" SOX 86' - 10"

24'-7"

7 18" x 18"

SOY 19' - 5" SOX 71' - 10 1/2"

3'-9" 11"

SOY 72' - 8" SOX 28' - 9"

SOY 72' - 8" SOX 12' - 4 1/2"

SOY 72' - 8" SOX 40' - 3 1/2" SOY 71' - 2 7/8" SOX 40' - 3 1/2"

SOY 41' - 11 3/4" SOX 87' - 7"

11. PROVIDE STEEL EMBED FOR TERRACE DIVIDER. SEE A200 SERIES FOR DIVIDER TYPE.

SOY 30' - 5" SOX 60' - 4"

EXTERIOR WALL

T.O.C. EL + 403' - 3 1/2"

1/8" = 1'-0"

SOY 72' - 8" SOX 39' - 3 1/2"

SOY 42' - 10" SOX 99' - 8"

SOY 30' - 5" SOX 58' - 2 1/2"

SOY 30' - 4" SOX 45' - 3 1/2"

SOY 30' - 5" SOX 30' - 4"

SOY 71' - 9" SOX 33' - 8 1/2"

SOY 42' - 10" SOX 85' - 3"

T.O.C. EL + 403' - 9 1/2"

34TH FLOOR - E.O.S. PLAN

SOY 72' - 8" SOX 10' - 4"

T.O.C. EL + 404' - 1 1/2"

T.O.S. EL = + 402' - 7 1/2"

10 24" x 16"

COLUMN, IF APPLICABLE SEE STRUCTURAL DRAWINGS

EXTERIOR WALL

P 12" x 12"

T.O.C. EL + 403' - 3 1/2"

SCALE:

SOY 50' - 2 1/2" SOX 83' - 9 1/2"

3'-6" 8'-3 1/2"

SOY 49' - 9" SOX 71' - 0"

SOY 52' - 11 1/2" SOX 85' - 3"

43'-6 1/2"

O.D. T.D.

8 24" x 12"

SOY 51' - 6 1/2" SOX 84' - 2"

4 SOY 41' - 11" 24" x 12" SOX 74' - 5 3/4" T.O.C. EL + 403' - 9 1/2"

SOY 39' - 2 1/2" SOX 31' - 10 1/2" 7 1/4"

PLUMBING SLOT

2'-6"

1'-2" 3'-9" 11" 3'-9" 6"

SOY 55' - 0 1/2" SOX 63' - 11 1/2"

SOY 32' - 3" SOX 47' - 7"

CONC. CURB

SOY 19' - 5" SOX 60' - 4"

3 14" x 24"

SOY 42' - 10" SOX 84' - 10"

EXTERIOR WALL

SOY 30' - 10" SOX 80' - 1"

HEAT PUMP, SEE MEP DRAWINGS

A-350.00

SOY 30' - 5" SOX 58' - 2 1/2"

SOY 30' - 5" SOX 45' - 3 1/2"

4'-10"

SOY 41' - 5" SOX 30' - 4"

T.O.C. EL + 402' - 9 1/2" T.O.C. EL + 388' - 1 1/2"

10 24" x 12"

3'-6"

SOY 41' - 5" SOX 29' - 10 1/2"

T.O.S. EL + 385' - 9 1/2"

SOY 32' - 3" SOX 47' - 7"

SOY 49' - 11" SOX 66' - 6"

A-350.00

11 14" x 28"

1' - 3 1/2"

SLAB DEPRESSION

10. TYP. HEAT PUMP PLUMBING

T.O.C. EL + 403' - 3 1/2"

1'-10"

SOY 41' - 6 1/2" SOX 29' - 10 1/2"

12 18" x 24"

BATHTUB

NOTE: LAYOUT VARIES ACCORDING TO ADJACENT BATH AND KITCHEN CONFIGURATIONS

SOY 49' - 11" SOX 41' - 5 1/2"

SOY 42' - 10" SOX 99' - 8"

1' - 7"

SOY 63' - 4" SOX 63' - 11 1/2"

P 12" x 12"

SOY 49' - 4" SOX 35' - 5 1/2"

SOY 66' - 10" SOX 63' - 11 1/2"

T.O.S. EL = + 402' - 7 1/2"

P 12" x 12"

SOY 45' - 9 1/2" SOX 32' - 4 1/2"

LAVATORY

1'-0" SOY 55' - 4" SOX 62' - 11 1/2"

2'-0"

SOY 42' - 10" SOX 85' - 3" SOY 42' - 10" SOX 84' - 10"

26'-6"

EXTERIOR WALL

SOY 42' - 3 3/4" SOX 61' - 0"

SOY 30' - 5" SOX 30' - 4"

2'-0"

SOY 41' - 5" SOX 10' - 4"

1' - 6"

SOY 69' - 6 3/4" SOX 65' - 10 1/2"

24'-3 3/4"

12 16" Ø

7 1/4"

5'-7"

SOY 51' - 6 1/2" SOX 84' - 2"

SOY 49' - 9" SOX 71' - 0"

SOY 41' - 6 1/2" SOX 30' - 7 1/2"

1'-0"

SOY 50' - 2 1/2" SOX 83' - 9 1/2"

SOY 48' - 5 1/2" SOX 61' - 0 1/2"

24'-11"

SOY 43' - 3 1/4" SOX 12' - 2 1/4"

4'-2"

7'-2 1/2"

SOY 48' - 7 1/2" SOX 29' - 10 1/2"

R.D. O.D. 18'-11 1/4"

SOY 52' - 11 1/2" SOX 85' - 3"

1'-10"

1'-8"

15'-7"

SOY 57' - 1" SOX 20' - 4"

SOY 55' - 0 1/2" SOX 31' - 10 1/2"

7 1/4"

18'-4"

10"

SOY 48' - 5" SOX 39' - 7"

SOY 73' - 4" SOX 85' - 3"

2 18" x 18"

SOY 70' - 4 1/2" SOX 68' - 0 1/2"

1'-10"

7 1/4"

12'-2 1/4" SOY 63' - 4" SOX 43' - 8 1/2"

SOY 71' - 3" SOX 62' - 5 1/2"

7'-6"

A-350.00

1'-11"

SOY 64' - 5" SOX 29' - 10 1/2"

SOY 57' - 7" SOX 20' - 4"

13A 14" x 24"

5'-6 1/2"

1'-10"

2'-7 1/2"

SOY 67' - 5" SOX 39' - 3 1/2" SOY 62' - 10" SOX 36' - 5 1/2"

T.O.S. EL = + 402' - 9 1/2" SOY 59' - 9 1/2" SOX 10' - 11 1/4"

1'-0"

6'-3"

SOY 67' - 5" 1'-0" SOX 30' - 10 1/2"

A-350.00

SOY 55' - 0 1/2" SOX 63' - 11 1/2"

1'-0"

SOY 64' - 5" SOX 28' - 9" 21'-3 1/2"

8'-3 1/2"

T.O.S. EL + 386' - 7 1/2"

5'-7"

2'-3 1/2"

T.O.C. EL + 403' - 3 1/2"

TOILET

10'-11 1/4" SOY 68' - 0" SOX 47' - 0 3/4"

SOY 70' - 1" SOX 40' - 3 1/2"

1'-3" 1'-7"

T.O.C. EL + 404' - 1 1/2"

SOY 55' - 4" SOX 62' - 11 1/2"

SOY 55' - 0 1/2" SOX 29' - 10 1/2"

3'-9"

3" SOY 69' - 11" SOX 26' - 4"

SOY 71' - 2 7/8" SOX 40' - 3 1/2"

SOY 70' - 10" SOX 38' - 1 1/2"

15'-10"

SOY 71' - 7 3/4" SOX 83' - 7 3/4"

SOY 63' - 4" SOX 63' - 11 1/2"

1'-0"

7'-6"

1 28" x 18"

2 16" Ø

SOY 67' - 5" SOX 27' - 9"

5'-7"

SOY 73' - 4" SOX 62' - 11 1/2"

1' - 4"

SOY 73' - 4" SOX 10' - 4"

3 12" x 24"

A-350.00

SOY 73' - 4" SOX 28' - 9"

SOY 72' - 8" SOX 12' - 4 1/2"

1'-4"

8" 6'-1" 2'-6"

SOY 66' - 10" SOX 63' - 11 1/2"

SOY 70' - 4 1/2" SOX 68' - 0 1/2"

SOY 69' - 6 3/4" SOX 65' - 10 1/2"

1'-0" 3'-6"

3'-9"

1'-2"

1'-11"

26'-6"

7'-6"

SOY 73' - 4" SOX 85' - 3"

SOY 71' - 5 1/2" SOX 30' - 6" 5"

3'-9"

SOY 63' - 4" SOX 44' - 10 3/4" 12'-1 3/4"

1'-0" 5'-7"

9'-4 1/2"

13 12" x 24"

12'-3 5/8"

SOY 71' - 3" SOX 62' - 5 1/2"

11"

1'-7" 3'-0"

SOY 62' - 10" SOX 36' - 5 1/2"

19'-6 1/2" SOY 59' - 9 1/2" SOX 10' - 10 1/2"

SOY 68' - 0" SOX 45' - 5 5/8"

SOY 70' - 1" SOX 40' - 3 1/2"

1'-3"

SOY 67' - 5" SOX 38' - 0 1/2"

SOY 64' - 5" SOX 28' - 9"

1'-2"

3'-9"

1'-4"

SOY 70' - 10" SOY 68' 38' - 10" SOX - 1 1/2" 1'-0" SOX 30' - 10 1/2"

5'-6"

SOY 70' - 10 3/4" SOX 27' - 9"

SOY 72' - 2" SOX 67' - 7 1/2"

1'-2"

1'-0"

1 24" x 12"

SOY 71' - 9" SOY 71' - 2 7/8" SOX 39' - 3 1/2" SOX 40' - 3 1/2" 11"

SOY 73' - 4" SOX 28' - 9"

3'-9"

SOY 73' - 4" SOX 12' - 4 1/2"

SOY 73' - 4" SOX 10' - 4"

SOY 72' - 8" SOX 84' - 7 3/4"

T.O.C. EL + 404' - 1 1/2"

SOY 73' - 4" SOX 62' - 11 1/2" SOY 71' - 9" SOX 62' - 11 1/2"

1' - 6" 6"

1' - 0"

T.O.B. EL + 426' - 7 1/2"

10/8/2020 10:57:37 PM

7 1/4"

20'-5"

1'-6"

4" 1'-6"

36'-4"

1'-6"

T.O.B. EL + 413' - 9 1/2"

SOY 19' - 5" SOX 71' - 10 1/2"

SOY 19' - 5" SOX 74' - 5 3/4"

T.O.B. EL + 426' - 7 1/2"

7 18" x 24" SOY 20' - 0 1/4" SOX 99' - 0 3/4"

THIRD AND THIRTY FOUR LLC 1999 Marcus Avenue, suite 310 Lake Success, NY 11042

12'-10 1/2"

8 24" x 14" SOY 19' - 5" SOX 60' - 4"

R.D. O.D.

SOY 19' - 5" SOX 60' - 4"

1'-6"

SOY 26' - 8" SOX 67' - 6"

CLIENT

T.O.B. EL + 426' - 7 1/2"

SOY 30' - 5" SOX 60' - 4"

SOY 19' - 5" SOX 99' - 8"

381 Park Avenue South, Suite 621 New York, NY 10016

SOY 30' - 5" SOX 60' - 4"

SOY 30' - 5" SOX 30' - 4"

20'-5"

SOY 27' - 2" SOX 67' - 6"

SOY 30' - 5" SOX 58' - 2 1/2"

T.O.B. EL + 413' - 9 1/2"

1'-6"

21'-0"

9 24" x 16"

T.O.B. EL + 426' - 7 1/2"

1'-6"

EXTERIOR WALL

SOY 31' - 8" SOX 45' - 3 1/2"

CON. CURB

C:\Users\scatania\Documents\509 Third Ave_TOWER_scatania.rvt

SOY 30' - 5" SOX 30' - 4"

10 24" x 16"

7 1/4"

T.O.B. EL + 426' - 7 1/2" T.O.C. EL + 415' - 3 1/2"

SOY 19' - 5" SOX 99' - 8"

EXTERIOR WALL

PROJECT 509 3rd Avenue New York, NY 10016

TITLE EOS PLANS - 08

36TH FLOOR - E.O.S. PLAN SCALE:

1/8" = 1'-0"

BULKHEAD ROOF - E.O.S. PLAN SCALE:

1/8" = 1'-0"

SCALE: As indicated DATE: PROJECT #: 18.126

A-257.00

ISMAEL LEYVA A R C H I T E C T S,

WSP USA

A-311.00

A-310.00

Structural Engineer

PROPERTY LINE

C1-9A=R10A PROPERTY LINE

PROPERTY LINE

1 A-320.00

PROPERTY LINE

C1-9=R10 C1-9=R10

A-311.00

1 A-329.00

One Penn Plaza, 250 W 34th St, 2nd Fl. New York, NY 10119 (212) 687-9888 - TEL

3 A-310.00

MEP Engineer

A-315.00

MEP FP Engineer

A-420.00

27' - 0"

15' - 0"

2 A-360.00 35 Level 35 MECH 402' - 7 1/2"

16' - 0"

35 Level 35 MECH 402' - 7 1/2"

1 A-419.00

34 level 34 AMENITY 386' - 7 1/2"

16' - 0"

34 level 34 AMENITY 386' - 7 1/2"

33 level 33 AMENITY 370' - 7 1/2"

11' - 7 1/2"

33 level 33 AMENITY 370' - 7 1/2"

32 level 32 359' - 0"

10' - 8"

1 A-411.00

10' - 8"

128' - 11 1/2"

10' - 8"

30 level 30 337' - 8"

128' - 11 1/2" 10'-8" @ LEVELS 24-34

31 level 31 348' - 4" 10' - 8"

31 level 31 348' - 4"

30 level 30 337' - 8"

29 level 29 327' - 0"

10' - 8"

29 level 29 327' - 0"

28 level 28 316' - 4"

10' - 8"

28 level 28 316' - 4"

27 level 27 305' - 8" 10' - 8"

10' - 8"

27 level 27 305' - 8"

26 level 26 295' - 0" 10' - 8"

10' - 8"

26 level 26 295' - 0"

25 level 25 284' - 4"

10' - 8"

25 level 25 284' - 4"

A-412.00

10' - 8"

24 level 24 273' - 8"

10' - 8"

24 level 24 273' - 8"

10' - 8"

23 level 23 263' - 0"

10' - 8"

23 level 23 263' - 0"

22 level 22 252' - 4"

10' - 8"

22 level 22 252' - 4"

21 level 21 241' - 8"

10' - 8"

64' - 0" 10'-8" @ LEVELS 16-21

10' - 8"

64' - 0" 10'-8" @ LEVELS 17-21

19 level 19 220' - 4"

10' - 8"

10' - 8" 10' - 8"

10' - 8"

17 level 17 199' - 0"

10' - 8"

16 level 16 188' - 4"

10' - 8"

16 level 16 188' - 4"

15 level 15 177' - 8"

10' - 8"

15 level 15 177' - 8" 2 A-421.00

14 level 14 167' - 0"

10' - 8"

14 level 14 167' - 0"

10' - 8"

234.32'

64' - 0" 10'-8" @ LEVELS 9-14

10' - 8"

12 Level 12 145' - 8"

64' - 0" 10'-8" @ LEVELS 9-14

13 level 13 156' - 4" 10' - 8"

13 level 13 156' - 4"

12 Level 12 145' - 8"

NOTES:

11 level 11 135' - 0"

10' - 8"

2 A-361.00 10 level 10 124' - 4"

10' - 8"

10 level 10 124' - 4"

08 level 8 103' - 0"

9' - 6"

08 level 8 103' - 0"

150' - 0"

10' - 8"

09 level 9 113' - 8"

10' - 8"

148.99'

150' - 0"

10' - 8"

09 level 9 113' - 8"

9' - 6"

4" SEISMIC JT.

07 level 7 93' - 6" 9' - 6"

07 level 7 93' - 6" 1

10/8/2020 10:45:35 PM

9' - 6" 10' - 8"

10' - 8"

03 level 3 55' - 6"

PL = + 26.99'

PL = + 28.97'

PL = + 26.99'

01 level 1 28' - 10"

24'-8" PL = + 28.15'

PL = + 28.15'

PL = + 27.51'

CLIENT 1999 Marcus Avenue, suite 310 Lake Success, NY 11042 381 Park Avenue South, Suite 621 New York, NY 10016

16' - 0"

BASE PLANE @ 28.68'

PL = + 28.97'

16' - 0"

02 level 2 44' - 10"

16' - 0"

02 level 2 44' - 10"

04 level 4 65' - 0"

THIRD AND THIRTY FOUR LLC

03 level 3 55' - 6"

A-415.00

05 level 5 74' - 6"

9' - 6"

04 level 4 65' - 0"

85' - 0" TOWER MAX. BASE HT.

9' - 6"

9' - 6" 18' - 9"

58' - 2" 10'-8" @ LEVELS 2-7

85' - 0" TOWER MAX. BASE HT.

9' - 6"

06 level 6 84' - 0"

05 level 5 74' - 6"

16' - 0"

C:\Users\lmunoz\Documents\509 Third Ave_TOWER_lmunoz.rvt

58' - 2" 10'-8" @ LEVELS 2-7

06 level 6 84' - 0"

A-421.00

Issue DOB Initial Filing Set 100% SD Issue HPD FILING SET 2 DOB Initial Filing Set-Obj. Resp. 80% CD Issue 95% CD SET DOB Set Updates Issue for Construction

18 level 18 209' - 8"

17 level 17 199' - 0"

A-410.00

Rev

19 level 19 220' - 4"

18 level 18 209' - 8"

Date 06.26.19 06.28.19 11.19.19 11.26.19 12.04.19 03.13.20 04.10.20 10.01.20

20 level 20 231' - 0" 10' - 8"

20 level 20 231' - 0"

A-418.00

No 1 2 7 8 9 11 13 15

10' - 8"

21 level 21 241' - 8"

A-422.00

217-22 Nothern Boulevard Bayside, New York, NY 11361 (718) 224-9091 - TEL (718) 224-9143 - FAX

36 Level / MAIN ROOF 414' - 7 1/2"

12' - 0"

A-360.00

12' - 0"

27' - 0"

36 Level / MAIN ROOF 414' - 7 1/2"

1 5

TOP OF SCREEN 429' - 7 1/2" BULKHEAD ROOF 426' - 7 1/2" 15' - 0"

3' - 0"

TOP OF SCREEN 429' - 7 1/2" BULKHEAD ROOF 426' - 7 1/2"

12' - 0"

15' - 0"

1 A-420.00

BASE PLANE @ 28.68'

P. C.

PROJECT 509 3rd Avenue New York, NY 10016

PL = + 25.92'

PL = + 27.51' PL = + 26.32' PL = + 26.32'

PL = + 25.17' PL = + 25.17'

00 Cellar 15' - 10"

TITLE

EXISTING BUILDING AT LOT 8

SCHEMATIC BUILDING ELEVATIONS - EAST & SOUTH 2

South Exterior Elevation SCALE:

1/16" = 1'-0"

East Exterior Elevation SCALE:

1/16" = 1'-0"

SCALE: 1/16" = 1'-0" DATE: PROJECT #: 18.126

A-300.00

ISMAEL LEYVA A R C H I T E C T S,

P. C.

WSP USA

Structural Engineer One Penn Plaza, 250 W 34th St, 2nd Fl. New York, NY 10119 (212) 687-9888 - TEL

MEP Engineer MEP FP Engineer

217-22 Nothern Boulevard Bayside, New York, NY 11361 (718) 224-9091 - TEL (718) 224-9143 - FAX

1 A-321.00 1

A-310.00

A-311.00

1 A-333.00

1 A-328.00

1 A-327.00

PROPERTY LINE

C1-9=R10 PROPERTY LINE

PROPERTY LINE

C1-9A=R10A

A-310.00

A-311.00

1 A-332.00

1 1 1 A-325.00A-324.00 A-322.00

PROPERTY LINE

C1-9=R10

1 A-326.00

2 TOP OF SCREEN 429' - 7 1/2" BULKHEAD ROOF 426' - 7 1/2"

36 Level / MAIN ROOF 414' - 7 1/2"

12' - 0"

15' - 0"

TOP OF SCREEN 429' - 7 1/2" BULKHEAD ROOF 426' - 7 1/2"

A-360.00

A-360.00 35 Level 35 MECH 402' - 7 1/2"

35 Level 35 MECH 402' - 7 1/2"

34 level 34 AMENITY 386' - 7 1/2"

33 level 33 AMENITY 370' - 7 1/2"

32 level 32 359' - 0"

31 level 31 348' - 4"

30 level 30 337' - 8"

29 level 29 327' - 0"

28 level 28 316' - 4"

27 level 27 305' - 8"

26 level 26 295' - 0"

25 level 25 284' - 4"

24 level 24 273' - 8"

23 level 23 263' - 0"

22 level 22 252' - 4"

21 level 21 241' - 8"

8'-11 1/2"

128' - 11 1/2" 10'-8" @ LEVELS 24-34

7'-7"

2'-5" 5'-10" 1'-9"

10' - 8" 10' - 8"

No 1 2 7 8 9 11 13 15

Date 06.26.19 06.28.19 11.19.19 11.26.19 12.04.19 03.13.20 04.10.20 10.01.20

Rev

Issue DOB Initial Filing Set 100% SD Issue HPD FILING SET 2 DOB Initial Filing Set-Obj. Resp. 80% CD Issue 95% CD SET DOB Set Updates Issue for Construction

400' - 11 3/8"

10' - 8"

2'-5" 5'-10"

11' - 7 1/2"

3'-1 1/2"

16' - 0"

12' - 0"

15' - 0"

A-315.00

64' - 0" 10'-8" @ LEVELS 16-21

20 level 20 231' - 0"

19 level 19 220' - 4"

18 level 18 209' - 8"

17 level 17 199' - 0"

16 level 16 188' - 4"

15 level 15 177' - 8"

14 level 14 167' - 0"

13 level 13 156' - 4"

12 Level 12 145' - 8"

NOTES:

7'-7" 64' - 0" 10'-8" @ LEVELS 9-14

10' - 8"

2'-5" 5'-10" 1'-9"

10' - 8"

20 level 20 231' - 0"

11 level 11 135' - 0"

10' - 8"

1 4

A-422.00

A-361.00 10 level 10 124' - 4"

09 level 9 113' - 8"

150' - 0"

2'-5" 5'-10" 1'-9"3'-1"

10' - 8"

150'-0"

08 level 8 103' - 0"

9' - 6"

10' - 8"

10 level 10 124' - 4"

06 level 6 84' - 0"

05 level 5 74' - 6"

85' - 0"

3'-9 5/8" 85'-0" TOWER MAX. BASE HT.

58' - 2" 9'-8" @ LEVELS 2-7

CLIENT THIRD AND THIRTY FOUR LLC

04 level 4 65' - 0"

1999 Marcus Avenue, suite 310 Lake Success, NY 11042 381 Park Avenue South, Suite 621 New York, NY 10016

04 level 4 65' - 0"

03 level 3 55' - 6"

02 level 2 44' - 10"

16' - 0"

BASE PLANE @ 28.68'

PROJECT 509 3rd Avenue New York, NY 10016

PL = + 28.97'

PL = + 30.40'

EXISTING BUILDING AT LOT 8

SCHEMATIC BUILDING ELEVATIONS - WEST & NORTH

F.F.EL + 30' - 9 3/4"

01 level 1 28' - 10"

PL = + 30.31' PL = + 30.14'

EXISTING BUILDING AT LOT 7

00 Cellar 15' - 10"

North Exterior Elevation SCALE:

1/16" = 1'-0"

TITLE

A-413.00

36'-11"

PL = + 30.40'

10/8/2020 10:46:00 PM

07 level 7 93' - 6"

10' - 8"

9' - 6"

C:\Users\lmunoz\Documents\509 Third Ave_TOWER_lmunoz.rvt

9' - 6"

07 level 7 93' - 6"

00 Cellar 15' - 10"

SCALE: 1/16" = 1'-0" DATE: PROJECT #: 18.126

West Exterior Elevation SCALE:

1/16" = 1'-0"

A-301.00

ISMAEL LEYVA A R C H I T E C T S,

P. C.

WSP USA

Structural Engineer One Penn Plaza, 250 W 34th St, 2nd Fl. New York, NY 10119 (212) 687-9888 - TEL

MEP Engineer

16'-0"

RESIDENTIAL / AMENITY

10'-8" 10'-8"

10'-8"

64'-0" 10'-8" @ LEVELS 17-21

10'-8"

9'-5"

9'-0"

10'-8" 10'-8"

10'-8"

14 level 14 167' - 0"

10'-8"

12 Level 12 145' - 8"

234'-4"

64'-0" 10'-8" @ LEVELS 9-14

10'-8"

64'-0" 10'-8" @ LEVELS 9-14

10'-8"

13 level 13 156' - 4"

12 Level 12 145' - 8"

10'-8"

NOTES:

11 level 11 135' - 0"

10 level 10 124' - 4"

10'-8"

10 level 10 124' - 4"

RESIDENTIAL

RESIDENTIAL 08 level 8 103' - 0"

9'-6"

08 level 8 103' - 0"

150'-0"

10'-8"

09 level 9 113' - 8"

10'-8"

RESIDENTIAL

150'-0"

10'-8"

09 level 9 113' - 8"

08 level 8 103' - 0"

07 level 7 93' - 6"

9'-6"

07 level 7 93' - 6"

04 level 4 65' - 0"

85'-0" TOWER MAX. BASE HT.

9'-6" 9'-6"

05 level 5 74' - 6"

9'-6"

04 level 4 65' - 0"

85'-0" TOWER MAX. BASE HT.

9'-6" 9'-6"

05 level 5 74' - 6"

06 level 6 84' - 0"

58'-2" 10'-8" @ LEVELS 2-7

06 level 6 84' - 0"

58'-2" 10'-8" @ LEVELS 2-7

06 level 6 84' - 0"

05 level 5 74' - 6"

04 level 4 65' - 0"

13'-0"

BASE PLANE @ 28.68'

00 Cellar 15' - 10"

BASE PLANE @ 28.68'

00 Cellar 15' - 10"

ELEVATOR PIT

NORTH SOUTH SECTION-02 SCALE:

1/16" = 1'-0"

NORTH SOUTH SECTION-01 SCALE:

1/16" = 1'-0"

1'-0"

CLIENT THIRD AND THIRTY FOUR LLC 1999 Marcus Avenue, suite 310 Lake Success, NY 11042 381 Park Avenue South, Suite 621 New York, NY 10016

02 level 2 44' - 10"

PROJECT 509 3rd Avenue

16'-2"

13'-0"

BIKE ROOM

4'-9"

01 level 1 28' - 10"

1'-0" 11'-8"

01 level 1 28' - 10"

COMMERCIAL

11'-6" 6"

16'-0"

COMMERCIAL / RESIDENTIAL

RESIDENTIAL

02 level 2 44' - 10"

3 1/2" 16'-9 1/2" 1'-0"

RESIDENTIAL

02 level 2 44' - 10"

03 level 3 55' - 6"

10'-8"

03 level 3 55' - 6"

10'-8"

03 level 3 55' - 6"

13'-0"

85'-0" TOWER MAX. BASE HT.

RESIDENTIAL

11 level 11 135' - 0"

10'-8"

150'-0"

10'-8"

15 level 15 177' - 8"

13 level 13 156' - 4"

07 level 7 93' - 6"

58'-2" 10'-8" @ LEVELS 2-7

RESIDENTIAL

14 level 14 167' - 0"

09 level 9 113' - 8"

16'-0"

16 level 16 188' - 4"

10'-8"

RESIDENTIAL

10'-8"

64'-0" 10'-8" @ LEVELS 9-14

10'-8"

17 level 17 199' - 0"

15 level 15 177' - 8"

10 level 10 124' - 4"

10'-8"

18 level 18 209' - 8"

10'-8"

10'-8" 10'-8" 10'-8"

10'-8"

10'-8" 10'-8" 10'-8" 10'-8"

10'-8" 10'-8" 10'-8"

10'-8"

64'-0" 10'-8" @ LEVELS 17-21

10'-8"

64'-0" 10'-8" @ LEVELS 17-21

10'-8" 10'-8" 10'-8"

RESIDENTIAL

11 level 11 135' - 0"

1/16" = 1'-0"

Issue DOB Initial Filing Set 100% SD Issue HPD FILING SET 2 DOB Initial Filing Set-Obj. Resp. 80% CD Issue 95% CD SET DOB Set Updates Issue for Construction

19 level 19 220' - 4"

16 level 16 188' - 4"

12 Level 12 145' - 8"

SCALE:

Rev

20 level 20 231' - 0"

17 level 17 199' - 0"

13 level 13 156' - 4"

Date 06.26.19 06.28.19 11.19.19 11.26.19 12.04.19 03.13.20 04.10.20 10.01.20

21 level 21 241' - 8"

18 level 18 209' - 8"

14 level 14 167' - 0"

EAST WEST SECTION-01

No 1 2 7 8 9 11 13 15

RESIDENTIAL

19 level 19 220' - 4"

15 level 15 177' - 8"

10'-8"

RESIDENTIAL 22 level 22 252' - 4"

20 level 20 231' - 0"

16 level 16 188' - 4"

9'-6"

PROPERTY LINE

10'-8" 10'-8" 10'-8" 10'-8"

10'-8" 10'-8"

10'-8" 10'-8" 10'-8"

19 level 19 220' - 4"

9'-6"

23 level 23 263' - 0"

21 level 21 241' - 8"

17 level 17 199' - 0"

9'-6"

PROPERTY LINE

10'-8" 10'-8" 10'-8"

10'-8" 10'-8" 10'-8" 10'-8" 10'-8"

10'-8" 10'-8"

10'-8"

RESIDENTIAL

18 level 18 209' - 8"

9'-6"

24 level 24 273' - 8"

22 level 22 252' - 4"

20 level 20 231' - 0"

9'-6"

15'-0"

10'-8"

10'-8" 10'-8"

10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8"

RESIDENTIAL

21 level 21 241' - 8"

10'-8"

25 level 25 284' - 4"

23 level 23 263' - 0"

22 level 22 252' - 4"

16'-0"

26 level 26 295' - 0"

24 level 24 273' - 8"

23 level 23 263' - 0"

13'-0"

27 level 27 305' - 8"

25 level 25 284' - 4"

24 level 24 273' - 8"

C:\Users\lmunoz\Documents\509 Third Ave_TOWER_lmunoz.rvt

28 level 28 316' - 4"

26 level 26 295' - 0"

25 level 25 284' - 4"

10/8/2020 10:46:15 PM

29 level 29 327' - 0"

27 level 27 305' - 8"

26 level 26 295' - 0"

CELLAR

30 level 30 337' - 8"

28 level 28 316' - 4"

27 level 27 305' - 8"

BASE PLANE @ 28.68'

31 level 31 348' - 4"

29 level 29 327' - 0"

28 level 28 316' - 4"

COMMERCIAL / RESIDENTIAL

140'-11 1/2" 10'-8" @ LEVELS 24-35

10'-8"

140'-11 1/2" 10'-8" @ LEVELS 24-35

30 level 30 337' - 8"

29 level 29 327' - 0"

RESIDENTIAL

32 level 32 359' - 0"

31 level 31 348' - 4"

10'-8"

140'-11 1/2" 10'-8" @ LEVELS 24-35

30 level 30 337' - 8"

10'-8"

32 level 32 359' - 0"

31 level 31 348' - 4"

RESIDENTIAL

33 level 33 AMENITY 370' - 7 1/2"

11'-7 1/2"

33 level 33 AMENITY 370' - 7 1/2"

32 level 32 359' - 0"

RESIDENTIAL

34 level 34 AMENITY 386' - 7 1/2"

16'-0"

34 level 34 AMENITY 386' - 7 1/2"

33 level 33 AMENITY 370' - 7 1/2" RESIDENTIAL

35 Level 35 MECH 402' - 7 1/2"

16'-0"

AMENITY

34 level 34 AMENITY 386' - 7 1/2"

AMENITY

36 Level / MAIN ROOF 414' - 7 1/2"

35 Level 35 MECH 402' - 7 1/2"

16'-0"

AMENITY

15'-0"

MECH. / ROOF

35 Level 35 MECH 402' - 7 1/2"

TOP OF SCREEN 429' - 7 1/2" BULKHEAD ROOF 426' - 7 1/2"

12'-0"

36 Level / MAIN ROOF 414' - 7 1/2"

12'-0"

MECH. / ROOF

MECH. / EMR / ROOF

27'-0"

36 Level / MAIN ROOF 414' - 7 1/2"

TOP OF SCREEN 429' - 7 1/2" BULKHEAD ROOF 426' - 7 1/2"

217-22 Nothern Boulevard Bayside, New York, NY 11361 (718) 224-9091 - TEL (718) 224-9143 - FAX

16'-0"

EMR / MECH. / ROOF

T.O.S. EL + 415' - 3 1/2"

BULKHEAD ROOF

PROPERTY LINE

15'-0"

TOP OF SCREEN 429' - 7 1/2" BULKHEAD ROOF 426' - 7 1/2"

15'-0"

PROPERTY LINE

15'-0"

PROPERTY LINE

MEP FP Engineer

01 level 1 28' - 10"

New York, NY 10016

TITLE 00 Cellar 15' - 10"

SCHEMATIC BUILDING SECTIONS - 1

SCALE: 1/16" = 1'-0" DATE: PROJECT #: 18.126

A-310.00

ISMAEL LEYVA A R C H I T E C T S,

P. C.

WSP USA

Structural Engineer One Penn Plaza, 250 W 34th St, 2nd Fl. New York, NY 10119 (212) 687-9888 - TEL

MEP Engineer PROPERTY LINE

PROPERTY LINE

15'-0" 36 Level / MAIN ROOF 414' - 7 1/2"

12'-0"

36 Level / MAIN ROOF 414' - 7 1/2"

MECH. / ROOF

ROOF

12'-0"

27'-0"

EMR

27'-0"

MECH. / EMR. / ROOF

BULKHEAD ROOF

15'-0"

TOP OF SCREEN 429' - 7 1/2" BULKHEAD ROOF 426' - 7 1/2"

15'-0"

TOP OF SCREEN 429' - 7 1/2" BULKHEAD ROOF 426' - 7 1/2"

10'-2"

217-22 Nothern Boulevard Bayside, New York, NY 11361 (718) 224-9091 - TEL (718) 224-9143 - FAX

74'-1"

27'-0"

C1-9A=R10A

C1-9=R10

PROPERTY LINE

MEP FP Engineer

MECH. / ROOF

AMENITY

14'-2"

AMENITY

16'-0"

34 level 34 AMENITY 386' - 7 1/2"

16'-0"

34 level 34 AMENITY 386' - 7 1/2"

16'-0"

15'-10"

AMENITY

16'-0"

35 Level 35 MECH 402' - 7 1/2"

15'-10"

35 Level 35 MECH 402' - 7 1/2"

RESIDENTIAL / AMENITY

10'-7 1/2"

RESIDENTIAL

11'-7 1/2"

33 level 33 AMENITY 370' - 7 1/2"

11'-7 1/2"

33 level 33 AMENITY 370' - 7 1/2"

RESIDENTIAL

10'-8" 10'-8" 30 level 30 337' - 8"

10'-8"

30 level 30 337' - 8"

31 level 31 348' - 4"

10'-8"

31 level 31 348' - 4"

10'-8"

32 level 32 359' - 0"

140'-11 1/2" 10'-8" @ LEVELS 24-35

32 level 32 359' - 0"

29 level 29 327' - 0"

10'-8"

29 level 29 327' - 0"

28 level 28 316' - 4"

10'-8"

28 level 28 316' - 4"

27 level 27 305' - 8"

10'-8"

27 level 27 305' - 8"

26 level 26 295' - 0"

10'-8"

26 level 26 295' - 0"

25 level 25 284' - 4"

10'-8"

25 level 25 284' - 4"

10'-8"

24 level 24 273' - 8"

10'-8"

24 level 24 273' - 8"

RESIDENTIAL

10'-8"

9'-0"

RESIDENTIAL

10'-8"

23 level 23 263' - 0"

10'-8"

23 level 23 263' - 0"

RESIDENTIAL

Rev

Issue DOB Initial Filing Set 100% SD Issue HPD FILING SET 2 DOB Initial Filing Set-Obj. Resp. 80% CD Issue 95% CD SET DOB Set Updates Issue for Construction

10'-8" 21 level 21 241' - 8"

10'-8"

19 level 19 220' - 4"

10'-8"

19 level 19 220' - 4"

20 level 20 231' - 0"

10'-8"

64'-0" 10'-8" @ LEVELS 17-21

20 level 20 231' - 0"

10'-8"

21 level 21 241' - 8"

18 level 18 209' - 8"

10'-8"

18 level 18 209' - 8"

10'-8"

6" SEISMIC JT.

10'-8"

11 level 11 135' - 0"

9'-11"

10'-8"

9'-6" 9'-6"

18'-9"

RESIDENTIAL

9'-6" 10'-8"

10'-8"

9'-11"

T.O.S. EL + 45' - 7" VIF

BASE PLANE @ 28.68'

18'-9"

TITLE

00 Cellar 15' - 10"

4" CELLAR T.O.C. EL + 17' - 2" VIF

13'-0"

11'-8"

13'-0"

13'-8"

11'-3"

100'-0"

CELLAR

COMMERCIAL / RESIDENTIAL

01 level 1 28' - 10"

T.O.S. EL + 24' - 3" VIF

T.O.S. EL + 15' - 10"

New York, NY 10016

T.O.S. EL + 26' - 1"

T.O.S. EL + 27' - 5"

T.O.S. EL + 28' - 1"

01 level 1 28' - 10"

PROJECT 509 3rd Avenue

16'-0"

02 level 2 44' - 10"

18'-0"

16'-8"

16'-0"

BASE PLANE @ 28.68'

381 Park Avenue South, Suite 621 New York, NY 10016

03 level 3 55' - 6"

T.O.S. EL + 33' - 8" VIF

COMMERCIAL / RESIDENTIAL

THIRD AND THIRTY FOUR LLC 1999 Marcus Avenue, suite 310 Lake Success, NY 11042

RESIDENTIAL 02 level 2 44' - 10"

CLIENT

9'-6"

9'-6" 9'-6" 9'-6"

58'-2" 10'-8" @ LEVELS 2-7

04 level 4 65' - 0"

03 level 3 55' - 6"

T.O.S. EL + 56' - 1" VIF

85'-0" TOWER MAX. BASE HT.

8'-9" 9" 8'-9" 8'-9"

04 level 4 65' - 0"

T.O.S. EL + 66' - 11" VIF

05 level 5 74' - 6"

9'-6"

06 level 6 84' - 0"

4" SEISMIC JT.

05 level 5 74' - 6"

2" SEISMIC JT.

9'-6"

8'-9"

07 level 7 93' - 6"

8'-9"

50'-0" 06 level 6 84' - 0"

150'-0"

9'-6"

9" 8'-9"

8'-9"

10'-8"

150'-0"

9'-11"

9'-0" 07 level 7 93' - 6"

RESIDENTIAL 08 level 8 103' - 0"

10'-8"

09 level 9 113' - 8"

RESIDENTIAL 08 level 8 103' - 0"

10'-8"

RESIDENTIAL

09 level 9 113' - 8"

9'-11"

10 level 10 124' - 4"

85'-0" TOWER MAX. BASE HT.

9'-11" 10 level 10 124' - 4"

10'-8"

12 Level 12 145' - 8"

10'-8"

64'-0" 10'-8" @ LEVELS 9-14

9" 9" 9'-11"

9'-11" 11 level 11 135' - 0"

NOTES:

13 level 13 156' - 4"

9'-11"

9'-11" 12 Level 12 145' - 8"

10'-8"

14 level 14 167' - 0"

9'-11"

9'-11" 13 level 13 156' - 4"

10'-8"

RESIDENTIAL

14 level 14 167' - 0"

10'-8"

15 level 15 177' - 8"

9'-0"

9'-5"

RESIDENTIAL

ELEVATOR SHAFT

STAIR SHAFT

RESIDENTIAL

1'-0"

15 level 15 177' - 8"

10'-8"

16 level 16 188' - 4"

10'-8"

16 level 16 188' - 4"

STAIR SHAFT

17 level 17 199' - 0"

10'-8"

17 level 17 199' - 0"

SCHEMATIC BUILDING SECTIONS - 2

37'-6" 00 Cellar 15' - 10"

T.O.S. EL + 13' - 5"

12'-6" LOT 7

18'-9" LOT 8

9'-6"

C:\Users\lmunoz\Documents\509 Third Ave_TOWER_lmunoz.rvt

Date 06.26.19 06.28.19 11.19.19 11.26.19 12.04.19 03.13.20 04.10.20 10.01.20

22 level 22 252' - 4"

10'-8"

22 level 22 252' - 4"

No 1 2 7 8 9 11 13 15

EXISTING BUILDING AT LOT 8

SCALE: 1/16" = 1'-0" DATE: PROJECT #: 18.126

150'-0"

10/8/2020 10:46:26 PM

74'-1"

EAST WEST SECTION-02 SCALE:

1/16" = 1'-0"

NORTH SOUTH SECTION-03 SCALE:

1/16" = 1'-0"

A-311.00

ISMAEL LEYVA A R C H I T E C T S,

P. C.

WSP USA

Structural Engineer One Penn Plaza, 250 W 34th St, 2nd Fl. New York, NY 10119 (212) 687-9888 - TEL

MEP Engineer MEP FP Engineer

217-22 Nothern Boulevard Bayside, New York, NY 11361 (718) 224-9091 - TEL (718) 224-9143 - FAX

STAIR A

10'-8" 17 EQ. RISERS

26 level 26 295' - 0"

12'-8" 16 TREADS & 17 RISERS

8'-3 3/4"

6'-1 3/4" 25 level 25 284' - 4"

10'-8" 17 EQ. RISERS

9'-0 1/2"

STAIR B

12'-8" 16 TREADS & 17 RISERS

8'-3 3/4"

6'-1 3/4" 9'-0 1/2"

24 level 24 273' - 8"

9'-11"

12'-8" 16 TREADS & 17 RISERS

9'-0 1/2"

6'-5 3/4" 23 level 23 263' - 0"

9'-11"

8'-3 3/4"

STAIR B

RESIDENTIAL

10'-8" 17 EQ. RISERS

STAIR A

RESIDENTIAL

12'-8" 16 TREADS & 17 RISERS

8'-3 3/4"

10'-8" 17 EQ. RISERS

RESIDENTIAL

STAIR A

RESIDENTIAL

22 level 22 252' - 4"

8'-3 3/4"

6'-5 3/4"

9'-11"

12'-8" 16 TREADS & 17 RISERS

8'-3 3/4"

STAIR A

6'-5 3/4" 9'-0 1/2"

16 level 16 188' - 4"

9'-11"

12'-8" 16 TREADS & 17 RISERS

10'-8" 17 EQ. RISERS

RESIDENTIAL

10'-8" 17 EQ. RISERS

17 level 17 199' - 0"

No 1 2 6 8 9 11 13

8'-3 3/4" 6'-5 3/4"

9'-11"

12'-8" 16 TREADS & 17 RISERS

15 level 15 177' - 8"

10'-8" 17 EQ. RISERS

RESIDENTIAL

9'-0 1/2"

STAIR B

Date 06.26.19 06.28.19 09.20.19 11.26.19 12.04.19 03.13.20 04.10.20

Rev

Issue DOB Initial Filing Set 100% SD Issue 100% DD Issue DOB Initial Filing Set-Obj. Resp. 80% CD Issue 95% CD SET DOB Set Updates

STAIR A

RESIDENTIAL

14 level 14 167' - 0"

15 10.01.20

Issue for Construction

STAIR A B

9'-11"

12'-8" 16 TREADS & 17 RISERS

6'-5 3/4"

10 level 10 124' - 4"

9'-11"

12'-8" 16 TREADS & 17 RISERS

6'-5 3/4"

STAIR B

09 level 9 113' - 8"

9'-11"

12'-8" 16 TREADS & 17 RISERS

BULKHEAD ROOF 426' - 7 1/2"

STAIR A

12'-0" 4'-4 1/4"

STAIR B

12'-0" 19 EQ. RISERS

10'-8"

10'-8" 6'-8"

05 level 5 74' - 6" 7'-11 1/2"

7'-0"

7'-5 1/2" 6'-10 1/8"

8'-9"

STAIR A

8'-0 3/4"

04 level 4 65' - 0"

11'-1" 14 TREADS & 15 RISERS

7'-4"

9'-6" 25 TREADS & 26 RISERS

RESIDENTIAL

16'-0" 26 EQ. RISERS

9'-0"

7'-11 1/8"

8'-9"

11'-1" 14 TREADS & 15 RISERS

9'-6" 25 TREADS & 26 RISERS

6'-9 3/4"

7'-4"

CLIENT

10'-4 3/4"

02 level 2 44' - 10"

STAIR B

6'-1 3/4"

16'-4 1/2" 26 EQ. RISERS 7'-6 1/4"

6'-10"

01 level 1 28' - 10"

8'-3 3/4"

11'-7 1/2" 18 EQ. RISERS

COMMERCIAL / MECH. / RESIDENTIAL BOH

PROJECT 509 3rd Avenue

TITLE

T.O.S. EL + 16' - 10"

STAIR B

OVERALL STAIR SECTION

STAIR B

31 level 31 348' - 4"

381 Park Avenue South, Suite 621 New York, NY 10016

New York, NY 10016 10'-7 1/2"

12'-8" 16 TREADS & 17 RISERS

13'-5 1/2" 17 TREADS & 18 RISERS

10'-8" 17 EQ. RISERS

9'-6 7/8"

32 level 32 359' - 0"

STAIR B EXIT DISCHARGE TO 3RD AVENUE THROUGH LOBBY

T.O.S. EL + 28' - 5 1/2"

8'-11 1/4"

STAIR A

10'-7 1/2"

STAIR A

9'-2 1/2"

7'-6 1/4"

11'-7 1/2" 18 EQ. RISERS

10'-7 1/2"

STAIR A EXIT DISCHARGE TO 3RD AVENUE THROUGH SERVICE CORRIDOR

STAIR B 7'-4 7/8"

7'-10 1/4"

33 level 33 AMENITY 370' - 7 1/2"

COMMERCIAL/ RESIDENTIAL

THIRD AND THIRTY FOUR LLC 1999 Marcus Avenue, suite 310 Lake Success, NY 11042

9'-6" 25 TREADS & 26 RISERS

7'-6 1/4"

RESIDENTIAL

7'-3 3/4"

RESIDENTIAL

STAIR A

10'-10 3/8"

13'-5 1/2" 17 TREADS & 18 RISERS

RESIDENTIAL

03 level 3 55' - 6"

7'-4"

9'-6" 25 TREADS & 26 RISERS

C:\Users\lmunoz\Documents\509 Third Ave_TOWER_lmunoz.rvt 10/8/2020 10:31:58 PM

6'-1 1/8"

7'-4 1/4"

12'-8" 16 TREADS & 17 RISERS 16'-0" 26 EQ. RISERS

7'-0 1/4"

10'-1 3/4"

RESIDENTIAL / AMENITIES

STAIR B

7'-0"

9'-6" 25 TREADS & 26 RISERS

STAIR A

RESIDENTIAL

34 level 34 AMENITY 386' - 7 1/2"

10'-8" 17 EQ. RISERS

6'-11 1/2"

STAIR B

8'-5 1/2"

9'-6"

AMENITIES

NOTES:

8'-0 3/4"

35 Level 35 MECH 402' - 7 1/2"

STAIR A

8'-9"

07 level 7 93' - 6"

9'-6" 15 EQ. RISERS

7'-4 1/4"

10'-2"

MECHANICAL & ROOF

STAIR B

RESIDENTIAL

36 Level / MAIN ROOF 414' - 7 1/2"

14'-3" 18 TREADS & 19 RISERS

08 level 8 103' - 0"

9'-6" 15 EQ. RISERS

MECHANICAL & ROOF

STAIR B ACCESS TO ROOF

11'-1" 14 TREADS & 15 RISERS

8'-9"

11'-0"

STAIR A ACCESS TO ROOF

8'-0 3/4" 7'-9 7/8"

RESIDENTIAL

9'-6" 15 EQ. RISERS

TOP OF SCREEN 429' - 7 1/2"

10'-8" 17 EQ. RISERS

9'-0 1/2"

RESIDENTIAL

10'-8" 17 EQ. RISERS

9'-0 1/2"

STAIR A

RESIDENTIAL

10'-8" 17 EQ. RISERS

11 level 11 135' - 0"

00 Cellar 15' - 10"

SCALE: 1/8" = 1'-0" DATE: PROJECT #: 18.126

A-580.00

OVERALL STAIR 31ST FLOOR - 36TH FLOOR SCALE:

1/8" = 1'-0"

OVERALL STAIR CELLAR - 26TH FLOOR SCALE:

1/8" = 1'-0"

ISMAEL LEYVA A R C H I T E C T S,

P. C.

WSP USA

Structural Engineer One Penn Plaza, 250 W 34th St, 2nd Fl. New York, NY 10119 12'-8" UP

12'-8"

3'-2"

3'-3 1/2"

3'-6"

17 R @ 0' - 7 1/2"

T.O.S. EL + 103' - 0"

17 R @ 0' - 7 1/2"

217-22 Nothern Boulevard Bayside, New York, NY 11361 (718) 224-9091 - TEL (718) 224-9143 - FAX

C2.1

15 R @ 0' - 7 5/8" DN

STAIR A 8'-2 1/2"

5'-7"

MEP FP Engineer

8'-5"

11"

8'-5" UP

MEP Engineer

SOY 71' - 9" SOX 62' - 11 1/2"

D2.2

T.O.S. EL + 348' - 4" STAIR B

17 R @ 0' - 7 1/2"

(212) 687-9888 - TEL

17 R @ 0' - 7 1/2"

SOY 71' - 9" SOX 62' - 11 1/2"

11" 3'-4"

3'-2"

4'-9"

15 R @ 0' - 7 5/8"

3'-9"

3'-3 1/2"

T.O.S. EL + 113' - 8" STAIR A H2.3 8'-2 1/2"

11'-0"

17 R @ 0' - 7 1/2"

4'-5"

D2.2

7'-5"

3'-9"

17 R @ 0' - 7 1/2" C2.1

SOY 71' - 9" SOX 39' - 3 1/2"

4'-9"

11'-1"

T.O.S. EL + 103' - 0" STAIR B 7'-2"

3'-6" 3'-2"

5'-9"

3'-2" 3'-4"

SOY 71' - 9" SOX 39' - 3 1/2"

11 level 11 135' - 0"

10'-8" 17 EQ. RISERS @ 7.53" EACH.

PL = + 145.67'

9'-11"

12'-8" 16 TREADS & 17 RISERS

PL = + 135.00'

8'-3 3/4"

STAIR A 10 level 10 124' - 4"

9'-11"

12'-8" 16 TREADS & 17 RISERS PL = + 124.33'

9TH FLOOR STAIR PLAN SCALE:

8TH FLOOR STAIR PLAN

1/4" = 1'-0"

SCALE:

1/4" = 1'-0"

10'-8" 17 EQ. RISERS @ 7.53" EACH.

9'-0 1/2"

RESIDENTIAL

6'-5 3/4"

8'-3 3/4" 6'-5 3/4"

STAIR B 09 level 9 113' - 8"

9'-0 1/2"

RESIDENTIAL

15 R @ 0' - 7 5/8"

3'-9"

6'-0 3/4"

15 R @ 0' - 7 5/8"

SOY 71' - 9" SOX 62' - 11 1/2"

D2.2

8'-5"

11"

SOY 71' - 9" SOX 62' - 11 1/2"

C2.1 8'-5"

3'-9"

11'-1"

8'-2 1/2"

11'-1"

T.O.S. EL + 65' - 0" STAIR A 8'-2 1/2" H2.3

15 R @ 0' - 7 5/8"

T.O.S. EL + 65' - 0" STAIR B

11'-1"

3'-2"

3'-6"

T.O.S. EL + 93' - 6" STAIR B H2.3 7'-2"

3'-9"

15 R @ 0' - 7 5/8"

3'-2"

3'-3 1/2"

15 R @ 0' - 7 5/8"

7'-2"

9'-6" 15 EQ. RISERS @ 7.6" EACH.

8'-9"

T.O.S. EL + 93' - 6" STAIR A

08 level 8 103' - 0"

8'-3 3/4"

RESIDENTIAL

3'-4"

7'-9 7/8"

8'-0 3/4"

6'-0 1/4"

15 R @ 0' - 7 5/8"

3'-3 1/2"

11'-1" 14 TREADS & 15 RISERS

PL = + 93.50'

15 R @ 0' - 7 5/8"

SOY 71' - 9" SOX 39' - 3 1/2"

4'-8"

D2.2

PL = + 103.00'

STAIR A

12'-5 3/4"

C2.1

8'-3 3/4"

RESIDENTIAL

6'-0 1/4"

11"

SOY 71' - 9" SOX 39' - 3 1/2"

3'-9"

9'-11"

12'-8" 16 TREADS & 17 RISERS

3'-4"

10'-8" 17 EQ. RISERS @ 7.53" EACH.

PL = + 113.67'

No 6 8 9 11 13 15

STAIR B 07 level 7 93' - 6"

Date 09.20.19 11.26.19 12.04.19 03.13.20 04.10.20 10.01.20

Rev

Issue 100% DD Issue DOB Initial Filing Set-Obj. Resp. 80% CD Issue 95% CD SET DOB Set Updates Issue for Construction

PL = + 84.00'

7TH FLOOR STAIR PLAN SCALE:

1/4" = 1'-0"

4TH -6TH FLOOR STAIR PLAN SCALE:

1/4" = 1'-0"

05 level 5 74' - 6"

9'-6" 15 EQ. RISERS @ 7.55" EACH.

PL = + 74.50'

5'-10"

11'-10 1/2"

17 R @ 0' - 7 1/2"

15 R @ 0' - 7 5/8"

8'-3 3/4"

RESIDENTIAL

9'-8" DN

STAIR B

17 R @ 0' - 7 1/2"

SOY 71' - 9" SOX 62' - 11 1/2"

11"

8'-5"

D2.2

STAIR A

7'-4"

12'-8"

3'-2"

17 R @ 0' - 7 1/2" 3'-6" 3'-2"

3'-4"

15 R @ 0' - 7 5/8"

6'-5 1/2"

17 R @ 0' - 7 1/2"

26 R @ 0' - 7 1/2"

STAIR A

STAIR B

7'-4"

9'-7 1/2"

H2.3

3'-2"

3'-3 1/2"

3'-2"

26 R @ 0' - 7 1/2"

4'-8"

C2.1

SOY 71' - 9" SOX 62' - 11 1/2"

D2.2

8'-10"

C2.1

9'-6" 15 EQ. RISERS @ 7.55" EACH.

7'-11 3/8"

11'-1" 14 TREADS & 15 RISERS

SOY 71' - 9" SOX 39' - 3 1/2"

5'-5 1/2"

3'-9"

SOY 71' - 9" SOX 39' - 3 1/2"

04 level 4 65' - 0"

3'-9"

8'-0 3/4"

STAIR A

3'-9"

RESIDENTIAL

3'-9"

8'-3 3/4"

8'-5"

PL = + 65.00'

3'-4"

8'-9"

11'-1" 14 TREADS & 15 RISERS

9'-6"

NOTES:

7'-4 1/4"

STAIR B

10'-8" 17 EQ. RISERS @ 7.53" EACH.

8'-5"

03 level 3 55' - 6"

12'-8" 16 TREADS & 17 RISERS

PL = + 36.65'

7'-5 1/4" 10'-4 3/4"

6'-8 5/8"

02 level 2 44' - 10"

5'-0"

26 R @ 0' - 7 1/2"

C2.1

T.O.S. EL + 28' - 5 1/2" STAIR B

9'-9"

5'-1 1/2"

16'-4 1/2"

1'-4"

SOY 68' - 0" SOX 62' - 11 1/2"

SOY 67' - 9" SOX 29' - 6 1/2"

SOY 68' - 0" SOX 64' - 3 1/2"

0103 DN

9'-8"

F1 3'-9"

6 1/2"

4'-9"

SOY 63' - 0" SOX 30' - 10 1/2"

3 R @ 0' - 7 1/2" UP

SOY 63' - 0" SOX 29' - 6 1/2"

11'-7 1/2" 18 EQ. RISERS @ 7.75" EACH.

3'-2"

T.O.S. EL + 16' - 10" STAIR B 6'-4"

4'-4"

STAIR B

17'-8"

1'-4"

PROJECT 509 3rd Avenue

5'-7 1/2"

18 R @ 0' - 7 3/4" UP

C02

New York, NY 10016

H2.3

5'-7 1/2"

T.O.S. EL + 16' - 10"

TITLE

T.O.S. EL + 30' - 2" 2'-0 1/2"

DETAIL STAIR PLANS & SECTIONS - LEVEL C - 09

3'-2"

0104 F D2.2

T.O.S. EL + 16' - 10"

COMMERCIAL / MECH. / RESIDENTIAL BOH

SOY 68' - 0" SOX 64' - 3 1/2"

SOY 68' - 0" SOX 62' - 11 1/2"

5'-7 1/2" H2.3

18 R @ 0' - 7 3/4"

381 Park Avenue South, Suite 621 New York, NY 10016

8'-3"

9'-7"

1'-7"

M3.1

3'-9"

3'-4"

0101

18 R @ 0' - 7 3/4" UP

H2.3

T.O.S. EL + 16' - 10" STAIR A

C2.1

SOY 67' - 9" SOX 30' - 10 1/2"

2'-10"

T.O.S. EL + 28' - 5 1/2" 26 R @ 0' - 7 1/2" STAIR A UP

SOY 71' - 9" SOX 64' - 3 1/2"

16'-9 1/2"

9'-9"

18 R @ 0' - 7 3/4"

3'-9"

SOY 72' - 2" SOX 64' - 3 1/2"

SOY 72' - 0" SOX 29' - 6 1/2"

11"

7'-0"

10'-7 1/2"

SOY 71' - 9" SOX 64' - 3 1/2"

0102

01 level 1 28' - 10"

7'-4 3/4"

10'-7 1/2"

4'-1 1/2"

5'-1"

6 1/2"

3'-9"

SOY 71' - 9" SOX 39' - 3 1/2"

8'-11 1/4"

13'-5 1/2" 17 TREADS & 18 RISERS

THIRD AND THIRTY FOUR LLC 1999 Marcus Avenue, suite 310 Lake Success, NY 11042

8'-5"

5'-10 1/4"

STAIR A

1/4" = 1'-0"

CLIENT

T.O.S. EL + 28' - 5 1/2" COMMERCIAL/ RESIDENTIAL

SCALE:

SOY 73' - 4" SOX 69' - 11"

STAIR B EXIT DISCHARGE TO 3RD AVENUE THROUGH LOBBY

7'-6 1/4"

9'-6" 25 TREADS & 26 RISERS

2ND FLOOR STAIR PLAN

1/4" = 1'-0"

8'-4"

9'-2 1/2" 6'-9 1/4"

C:\Users\lmunoz\Documents\509 Third Ave_TOWER_lmunoz.rvt

STAIR A EXIT DISCHARGE TO 3RD AVENUE THROUGH SERVICE CORRIDOR

SCALE:

3'-9"

5'-3 1/4"

STAIR B

3RD FLOOR STAIR PLAN

16'-4 1/2" 26 EQ. RISERS @ 7.56" EACH.

9'-6" 25 TREADS & 26 RISERS

PL = + 28.46'

11"

STAIR A

3'-9"

RESIDENTIAL

SOY 55' - 0 1/2" SOX 64' - 3 1/2"

3'-3"

SOY 55' - 0 1/2" SOX 62' - 11 1/2"

C01 F1

STAIR A

2'-4 1/2"

SCALE: 1/4" = 1'-0" DATE: PROJECT #: 18.126

10/8/2020 10:32:29 PM

00 Cellar 15' - 10"

A-581.00 7

Stair Axon CELLAR - 11TH FLOOR SCALE:

STAIR SECTION_CELLAR-11TH FLOOR SCALE:

1/4" = 1'-0"

1ST GROUND FLOOR STAIR PLAN SCALE:

1/4" = 1'-0"

CELLAR FLOOR STAIR PLAN SCALE:

1/4" = 1'-0"

ISMAEL LEYVA A R C H I T E C T S,

P. C.

WSP USA

Structural Engineer One Penn Plaza, 250 W 34th St, 2nd Fl. New York, NY 10119 (212) 687-9888 - TEL

MEP Engineer MEP FP Engineer

217-22 Nothern Boulevard Bayside, New York, NY 11361 (718) 224-9091 - TEL (718) 224-9143 - FAX

PL = + 414.63'

4'-9"

13'-11"

SOY 71' - 9" SOX 40' - 3 1/2"

3'-9"

H2.3

T.O.S. EL + 414' - 7 1/2" STAIR B 3602 8'-5"

3'-0"

17 R @ 0' - 7 5/8"

T.O.S. EL + 414' - 7 1/2" STAIR A H2.3

BULKHEAD ROOF 426' - 7 1/2"

3606 M2.2

19 R @ 0' - 7 5/8"

3'-9"

F SOY 63' - 4" SOX 39' - 9 1/2"

SOY 71' - 8" SOX 63' - 5 1/2"

4'-5 1/2"

C2.1

11"

TOP OF SCREEN 429' - 7 1/2"

PL = + 402.63'

F D2.2

SOY 63' - 4" SOX 62' - 11 1/2"

H2.3

15'-1"

3'-5 1/2" GFI

STAIR A ACCESS TO ROOF

12'-0"

11'-0"

PL = + 394.63'

No 6 8 9 11 13

PL = + 386.63'

4'-4 1/4"

RESIDENTIAL

Date 09.20.19 11.26.19 12.04.19 03.13.20 04.10.20

Rev

Issue 100% DD Issue DOB Initial Filing Set-Obj. Resp. 80% CD Issue 95% CD SET DOB Set Updates

PL = + 378.63'

PL = + 370.63'

10'-8"

10'-2"

10'-8"

14'-3" 18 TREADS & 19 RISERS

STAIR B ACCESS TO ROOF 6'-8"

MECHANICAL & ROOF

12'-0" 19 EQ. RISERS @ 7.58" EACH.

36 Level / MAIN ROOF 414' - 7 1/2"

36TH FLOOR STAIR PLAN - MECHANICAL LVL 02 SCALE:

1/4" = 1'-0"

7'-11 1/2"

STAIR B

35 Level 35 MECH 402' - 7 1/2"

7'-0 3/8"

T.O.S. EL + 403' - 10 5/8"

19 R @ 0' - 7 5/8"

26 R @ 0' - 7 3/8" DN 10'-2 1/4"

3'-9"

SOY 64' - 1 1/8" SOX 30' - 10 1/2"

6'-9 3/4"

T.O.S. EL + 386' - 7 1/2" STAIR A

3403 F1

8'-5"

26 R @ 0' - 7 3/8"

9'-4 3/4"

T.O.S. EL + 394' - 7 1/2" STAIR B H2.3

10'-1 3/4"

3402 F1

6'-11"

34 level 34 AMENITY 386' - 7 1/2"

NOTES:

11'-3 1/2"

7'-11 1/2"

5'-1"

10'-1 3/4"

6'-1 1/8"

7'-0 1/4"

STAIR A

3505 F

35TH FLOOR STAIR PLAN - MECHANICAL LVL 01 SCALE:

1/4" = 1'-0"

34TH FLOOR STAIR PLAN SCALE:

1/4" = 1'-0"

7'-4"

9'-6" 25 TREADS & 26 RISERS

T.O.S. EL + 378' - 7 1/2" 16'-0" 26 EQ. RISERS @ 7.38" EACH.

7'-0"

9'-6" 25 TREADS & 26 RISERS

7'-0"

6'-11 5/8"

SOY 71' - 9" SOX 62' - 11 1/2"

H2.3

STAIR B

AMENITIES

3501

3508 9'-6"

26 R @ 0' - 7 3/8"

11"

D2.2

T.O.S. EL + 412' - 1 47/256" STAIR B H2.3

3'-9"

7'-4"

T.O.S. EL + 402' - 7 1/2" UP STAIR A 6'-6 1/4"

3'-4"

26 R @ 0' - 7 3/8"

6'-2 1/4"

D2.2

8'-5"

H2.3

10'-3 5/8"

C2.1

2 R @ 0' - 7 5/8"

D2.2 3507

6'-8 1/8"

3'-10 1/2"

3'-9"

C2.1

3506

7'-4"

17 R @ 0' - 7 5/8"

4'-0 1/2"

9'-6" 25 TREADS & 26 RISERS

26 R @ 0' - 7 3/8"

SOY 71' - 9" SOX 39' - 3 1/2"

3'-9"

9 1/2" 3'-9"

6'-10 3/8"

STAIR A

10'-1 3/4"

11"

7'-5 1/2"

3'-4"

9'-0"

8'-3 1/4"

3'-9"

PL = + 359.00'

T.O.S. EL + 394' - 7 1/2" 16'-0" 26 EQ. RISERS @ 7.38" EACH.

7'-0"

9'-6" 25 TREADS & 26 RISERS

10'-10 3/8"

RESIDENTIAL / AMENITIES

6'-1 3/4"

STAIR B

33 level 33 AMENITY 370' - 7 1/2"

10/8/2020 10:33:20 PM

1999 Marcus Avenue, suite 310 Lake Success, NY 11042 381 Park Avenue South, Suite 621 New York, NY 10016

12'-8" 16 TREADS & 17 RISERS

3304 F1

3'-4"

10'-8" 17 EQ. RISERS @ 7.53" EACH.

9'-9 1/2"

3'-3 1/2"

T.O.S. EL + 370' - 7 1/2" STAIR A 10'-9 1/8"

26 R @ 0' - 7 3/8"

D2.2 H2.3 3'-3 1/2"

18 R @ 0' - 7 3/4" DN STAIR B

H2.3

3302

715

F1 10'-1 3/8"

5'-7"

PROJECT 509 3rd Avenue

18 R @ 0' - 7 3/4" UP

17 R @ 0' - 7 1/2"

7'-5"

T.O.S. EL + 359' - 0" STAIR A H2.3

SOY 71' - 9" SOX 62' - 11 1/2"

New York, NY 10016

13'-5 1/2" UP

18 R @ 0' - 7 3/4"

17 R @ 0' - 7 1/2"

5'-7" T.O.S. EL + 370' - 7 1/2" STAIR B

716

TITLE

DETAIL STAIR PLANS & SECTIONS - LEVEL 33 - 36

SCALE: 1/4" = 1'-0" DATE: PROJECT #: 18.126

8'-3 3/4"

STAIR B

RESIDENTIAL

4'-9"

8'-5"

H2.3

12'-8"

C2.1

SOX 62' - 11 1/2"

11"

D2.2

32 level 32 359' - 0"

8'-5"

6'-1 3/4"

STAIR A

18 R @ 0' - 7 3/4" T.O.S. EL + 378' - 7 1/2" UP C2.1 SOY 71' - 9" 3'-9"

7'-6 1/4"

RESIDENTIAL

5'-9"

3'-9"

26 R @ 0' - 7 3/8" DN

SOY 71' - 9" SOX 39' - 3 1/2"

7'-8 1/2"

11"

10'-6"

3'-9"

4'-11 1/2"

3'-4"

SOY 71' - 9" SOX 39' - 3 1/2"

3'-9"

10'-7 1/2"

13'-5 1/2" 17 TREADS & 18 RISERS

THIRD AND THIRTY FOUR LLC

11'-7 1/2" 18 EQ. RISERS @ 7.75" EACH.

C:\Users\lmunoz\Documents\509 Third Ave_TOWER_lmunoz.rvt

7'-2 7/8"

CLIENT

31 level 31 348' - 4"

A-583.00 2

Stair Axon 27TH-36TH FLOOR SCALE:

STAIR SECTION_27TH FLOOR-36TH FLOOR SCALE:

1/4" = 1'-0"

33RD FLOOR STAIR PLAN SCALE:

1/4" = 1'-0"

32ND FLOOR STAIR PLAN SCALE:

1/4" = 1'-0"

ISMAEL LEYVA 6 A-589.00

5 A-589.00

2'-10" HEIGHT 2" Ø PAINTED METAL HANDRAIL (TYPICAL)

MEP Engineer

6 TY " P.

2" Ø PAINTED STEEL PIPE

9 1/2"

2" 1/

9 1/2"

CONCRETE STAIR R

ALIGN

-0

1/ 2"

SEE STRUCTURAL DWGS

T.O. STAIR LANDING EL. = SEE FLOOR PLANS

1'-0"

1'-0 1/2" +/TYP.

4" x 6" SS BEAM WHERE REQUIRED (SEE STRUCTRAL DWGS.)

1'-0 1/2" +/TYP.

T.O. STAIR LANDING EL. = SEE FLOOR PLANS

2" 1/

-0

STAIRS TO RECEIVE NON-SLIP AGGREGATE FLOORING FINISH

10 1/2"

1/ 2"

CONCRETE STAIRS SEE STRUCT. DWGS

(2'-10" ,MIN) 3'-2" MAX. A.F.F.

STAIRS TO RECEIVE NON-SLIP AGGREGATE FLOORING FINISH

CONC. FILL/SELF LEVELLING ON LANDINGS AS REQD. TO ALIGN WITH FINISH FL. IN CORRIDOR

9 1/2"

CONC. FILL/SELF LEVELLING ON LANDINGS AS REQD. TO ALIGN WITH FINISH FL. IN CORRIDOR

SEE STRUCT. DWGS FOR STAIR EDGE/SEAT LOCATIONS

10 1/2" 1"

(2'-10" ,MIN) 3'-2" MAX. A.F.F.

3/8" HEX HEAD EXPANSIONBO LT

VARIES 7 3/4" (MAX.)

(2'-10" ,MIN) 3'-2" MAX. ABOVE RISER

WALL PARTITION

2 LAYERS 5/8" FIRE RESISTANT GYPSUM CORE TYPE C GYPSUM PANEL.

20 GA. 2 1/2" STEEL STUDS @ MAX. O.C. FULL HEIGHT UP TO UNDERSIDE OF SLAB ABOVE.

217-22 Nothern Boulevard Bayside, New York, NY 11361 (718) 224-9091 - TEL (718) 224-9143 - FAX

1'-0"

FORMED STEEL BRACKET. WELD TO PIPE RAIL @ 5'-0" O.C. MAX.

2.5" THK SOUND ATTENUATING BATT INSULATION ON ONE SIDE OF CHASE WALL BETWEEN STUDS.

MEP FP Engineer

6 TY " P.

4 1/2"

2-HR FIRE RATED PARTITION. REFER TO PARTITION DETAILS.

(212) 687-9888 - TEL

6" . P TY

4" TYP.

FORMED STEEL BRACKET. WELD TO PIPE RAIL @ 5'-0" O.C. MAX.

2'-10"

PROVIDE 20ga. 12" WIDE MTL. PLATE FOR RAILING ATTACHMENT @ 2'-10" O.C. ABOVE STAIR TREADS.

2'-10" HEIGHT 2" Ø PAINTED METAL HANDRAIL (TYPICAL)

2'-10"

11"

One Penn Plaza, 250 W 34th St, 2nd Fl. New York, NY 10119

VARIES 7 3/4" (MAX.)

Structural Engineer

VARIES

P. C.

WSP USA

FORMED STEEL BRACKET. WELD TO PIPE RAIL @ 5'-0" O.C. MAX.

5" -0 M " O. AX C . .

4" (MAX.)

A R C H I T E C T S,

6 A-589.00

5 A-589.00

CONC. LANDING SLAB

CONCRETE LANDING SLAB

SEE STRUCTURAL DWGS FOR STAIR SEAT LOCATIONS

SEE STRUCTURAL DWGS FOR STAIR EDGE/SEAT LOCATIONS

CONCRETE STAIR HORIZONTAL EXTENSION @ LANDING CONCRETE DIVIDER BEAM BEYOND BETW STAIRS. SEE STRUCT. DWGS CONCRETE DIVIDER BEAM BETW. STAIRS SEE STRUCT. DWGS.

HANDRAIL - WALL SECTION1

EAST STAIR FLIGHT_BOTTOM OF LANDING

1 1/2" = 1'-0"

WEST STAIR FLIGHT_BOTTOM OF LANDING

1 1/2" = 1'-0"

2 1 1/2" = 1'-0"

No 6 8 9 11 13

Date 09.20.19 11.26.19 12.04.19 03.13.20 04.10.20

Rev

15 10.01.20

Issue 100% DD Issue DOB Initial Filing Set-Obj. Resp. 80% CD Issue 95% CD SET DOB Set Updates Issue for Construction

6 A-589.00

5" -0 M " O. AX C . .

5 A-589.00

4" TYP.

6 A-589.00

6 TY " P.

VARIES

6 A-589.00 1'-0" TYP. 6 TY " P.

3/8" HEX HEAD EXPANSIONBO LT

2-HR FIRE RATED PARTITION. REFER TO PARTITION DETAILS.

5/8" GYPSUM PANEL CROSS BRACING GUSSET 12" HIGH 48" O.C. MAX. OR STEEL RUNNER BRACES

6" . P TY

NOTES: 2'-10" HEIGHT 2" Ø PAINTED METAL HANDRAIL (TYPICAL)

1" MIN. CORNER BEAD.

FORMED STEEL BRACKET. WELD TO PIPE RAIL @ 5'-0" O.C. MAX.

VARIES

2'-10"

WALL PARTITION

1/ 2"

T.O. CONC. STAIR EXTENSION 10 1/2"

10 1/2"

ALIGN

ALIGN 1"

9 1/2"

CONC. FILL/SELF LEVELLING ON LANDING AS REQD. TO ALIGN WITH FINISH FL. IN CORRIDOR

(2'-10" ,MIN) 3'-2" MAX.A.F.F.

C. O. . " -0 X 5" MA

2'-10" TYP.

(2'-10" ,MIN) 3'-2" MAX. A.F.F.

5" -0 M " O. AX C . .

2'-10" HEIGHT 2" Ø PAINTED METAL HANDRAIL (TYPICAL)

11"

CONC. FILL/SELF LEVELLING ON LANDING AS REQD. TO ALIGN WITH FINISH FL. IN CORRIDOR

FORMED STEEL BRACKET. WELD TO PIPE RAIL @ 5'-0" O.C. MAX.

1'-0"

SEE SECTIONS 2" Ø PAINTED STEEL PIPE

-0

1/2 "

CLIENT THIRD AND THIRTY FOUR LLC

CONC. LANDING SLAB

1999 Marcus Avenue, suite 310 Lake Success, NY 11042 SEE STRUCTURAL DWGS FOR STAIR EDGE/SEAT LOCATIONS

SEE STRUCTURAL DWGS FOR STAIR EDGE/SEAT LOCATIONS

CONCRETE STAIR. SEE STRUCT. DWGS. 1/ 2" 8

STAIRS TO RECEIVE NON-SLIP AGGREGATE FLOORING FINISH

381 Park Avenue South, Suite 621 New York, NY 10016

CONCRETE STAIR EXTENSION SEE STRUCT. DWGS

2" 1/

10/8/2020 10:33:26 PM

JOINT TO BE WELD AND GROUND SMOOTH

C:\Users\lmunoz\Documents\509 Third Ave_TOWER_lmunoz.rvt

CONC. LANDING SLAB PROVIDE 20ga. 12" WIDE MTL. PLATE FOR RAILING ATTACHMENT @ 2'-10" O.C. ABOVE STAIR TREADS.

/2 " 01

1'-0"

1'-0 1/2" +/TYP.

VARIES 7 3/4" (MAX.)

T.O. STAIR LANDING EL. = SEE FLOOR PLANS

1'-0 1/2" +/TYP.

T.O. STAIR LANDING EL. = SEE FLOOR PLANS

CONCRETE DIVIDER BEAM BETW. STAIRS. SEE STRUCT. DWGS.

CONCRETE STAIR

PROJECT 509 3rd Avenue

STAIRS TO RECEIVE NON-SLIP AGGREGATE FLOORING FINISH

New York, NY 10016

CONCRETE DIVIDER BEAM BETW. STAIRS. SEE STRUCT. DWGS.

TITLE STAIRS - TYPICAL DETAILS

SCALE: 1 1/2" = 1'-0" DATE: PROJECT #: 18.126

A-589.00

HANDRAIL - WALL PLAN1

5 1 1/2" = 1'-0"

EAST STAIR FLIGHT_TOP OF LANDING

3 1 1/2" = 1'-0"

WEST STAIR FLIGHT_TOP OF LANDING

1 1 1/2" = 1'-0"

FIXTURES /DEVICES LEGEND

ISMAEL LEYVA A R C H I T E C T S,

P. C.

SMOKE DETECTOR CEILING MOUNTED

SM/CO

SMOKE DETECTOR WALL MOUNTED

SM/CO

AIR SUPPLY DIFFUSER SIDEWALL

WSP USA

Structural Engineer

EXHAUST AIR RETURN CEILING MOUNTED

One Penn Plaza, 250 W 34th St, 2nd Fl. New York, NY 10119 (212) 687-9888 - TEL

MEP Engineer EXHAUST AIR RETURN SIDEWALL

MEP FP Engineer

217-22 Nothern Boulevard Bayside, New York, NY 11361 (718) 224-9091 - TEL (718) 224-9143 - FAX

HEAT PUMP - CEILING MOUNTED

ACCESS DOOR - CEILING MOUNTED

EXIT SIGN - CEILING MOUNTED

LIGHTING LEGEND: LT-01

CORRIDOR RECESSED CEILING LIGHT

LT-03

APARTMENT RECESSED CEILING LIGHT

LT-04

BATHROOM RECESSED CEILING LIGHT

LT-05

CLOSET RECESSED CEILING LIGHT

DROP SLAB ABOVE

2 42" x 22" 1 44" x 22"

11'-4 1/2"

110 20" x 35"

7'-6 1/2" EQ

LT-06

123 36" x 12"

124 24" x 14"

U.O.S @ 11' - 7 1/2"

15'-6"

13 32" x 16"

SPRINKLER LEGEND: LT-10

LT-10

PENDANT (CEILING OR FLUSH MOUNTED)

STAIR B

DETENTION TANK 220 SF

7' - 6"

EF 1 8"x10"LT-10

COMPACTOR RM./JANITOR 321 SF

SURFACE MOUNTED CEILING LIGHT

LT-10

STAIR A

LT-10

SURFACE MOUNTED LED STRIP LIGHT

SIDE WALL MOUNTED

OUTLINE OF HOIST CAR LOCATION

U.O.S @ 13' - 1"

CEILING HEIGHT:

LT-10 EM

U.O.S @ 13' - 1"

CEILING TYPE

1i 1'-0"

LT-10 PE-2 3000# @ 700 F.P.M

LT-10

PE-1 3000# @ 700 F.P.M

CEILING HEIGHT

14' - 2 3/4"

SE/PE-3 3000# @ 700 F.P.M

SM/CO

3 16" x 32"

LT-10 EM

LT-10 LT-10

LT-10

WATER SERVICE ROOM 385 SF

U.O.S @ 13' - 1" EQ

U.O.S @ 13' - 1"

5A 32" x 16" EQ

12 16" x 32"

8'-2 1/4"

LT-10

Rev

Issue 100% DD Issue DOB Initial Filing Set-Obj. Resp. 80% CD Issue 95% CD SET DOB Set Updates Issue for Construction

OPENING PARTITION AS INDICATED ON PLAN

150 30" x 16"

CEILING FINISH

8'-2 1/4"

170 24" x 30"

DROP SLAB ABOVE

WALL OPENING ABOVE THE CEILING

12"x12"

U.O.S @ 13' - 1" EQ

12'-0"

Date 09.20.19 11.26.19 12.04.19 03.13.20 04.10.20 10.01.20

B.O.S.

4 16" x 32"

BIKE 66 SF

LT-10

VARIES

LT-10

1'-0"

LT-10 EM

DROP SLAB ABOVE

No 6 8 9 11 13 15

FIRE SERVICE ACCESS ELEVATOR

5'-5"

CV 2 12"x21"

FIRE ALARM LEGEND

LT-10 6 BIKES RACK: 30"x 68" (54 SF MIN)

LT-10

SM/CO

7' - 1 3/4"

LT-10

8' - 0 3/4"

10' - 4"

GV 1 8"x8"

SM/CO

STROBE

SPEAKERS/STROBE

SPEAKER

CEILING MOUNTED STROBE

LT-10

RX 1 8"x8"

SUPER'S OFFICE / WORKSHOP 187 SF

LT-10

U.O.S @ 11' - 3"

LT-10

LT-10 6'-0"

U.O.S @ 13' - 1"

LT-10

C1 8' - 1"

LT-10

6 16" x 32"

LT-10

GAS METER RM 159 SF

M. LOCKER RM. 97 SF

4'-1"

9 16" x 32"

SM/CO

LT-10

U.O.S. @ 11'-0"

LT-10

COMMERCIAL REFUSE ROOM

U.O.S @ 9' - 3"

DROP SLAB ABOVE

U.O.S @ 10' - 7"

LT-10

NOTES:

LT-10 8'-0" A.F.F.

LT-10 LT-10

LT-10

C1 8' - 1" EQ

LT-10

103 26" x 36"

LT-10

TELECOM 75 SF

LT-10

14' - 2 3/4"

7' - 5 1/2"

154 24" x 14"

153 16" x 28"

LT-10

LT-10 EQ

ELECTRICAL RM. 702 SF

171 24" x 30"

STORAGE

7 16" x 32"

SM/CO

LT-10

U.O.S @ 11' - 3"

LT-10 3'-0 5/8"

STORAGE

COMMERCIAL 6,533 SF

DROP SLAB ABOVE

W. LOCKER RM. 113 SF

U.O.S @ 11' - 3"

10 16" x 32"

BREAK ROOM U.O.S @ 11' - 3" 167 SF

PROPOSED ROUTING OF CON EDISON HIGH VOLTAGE SERVICE, TO BE COORDINATED WITH ELECTRICAL DWGS

14' - 2 3/4"

C1 8' - 1"

4'-1"

SM/CO

U.O.S @ 11' - 3"

LT-10

SM/CO

7'-1 3/4"

17'-0 149/256"

12'-6 171/256"

THIRD AND THIRTY FOUR LLC

LT-10 LT-10

1999 Marcus Avenue, suite 310 Lake Success, NY 11042

172 20" x 24"

381 Park Avenue South, Suite 621 New York, NY 10016

PROJECT 509 3rd Avenue 1'-0"

01 LEVEL 1 28' - 10"

New York, NY 10016

REFLECTED CEILING PLAN CELLAR LEVEL

SCALE: As indicated DATE: PROJECT #: 18.126

8'-1"

00 CELLAR 15' - 10"

13'-0" VARIES

12'-0" VARIES

TITLE

1'-0"

10/8/2020 10:18:51 PM

C:\Users\lmunoz\Documents\509 Third Ave_TOWER_lmunoz.rvt

6' - 1"

CLIENT

A-600.00

CELLAR FLOOR RCP SCALE:

1/4" = 1'-0"

FIXTURES /DEVICES LEGEND

13'-10" 12'-6" AFF

WALL OPENING ABOVE THE CEILING

HEAT PUMP - CEILING MOUNTED

Structural Engineer One Penn Plaza, 250 W 34th St, 2nd Fl. New York, NY 10119

MEP Engineer MEP FP Engineer

STROBE

SPEAKERS/STROBE

SPEAKER

CEILING MOUNTED STROBE

01 LEVEL 1 28' - 10"

1'-0"

EXHAUST AIR RETURN SIDEWALL

WSP USA

(212) 687-9888 - TEL

8'-1"

FIRE ALARM LEGEND

16'-0" VARIES

PARTITION AS INDICATED ON PLAN CEILING FINISH

EXHAUST AIR RETURN CEILING MOUNTED

P. C.

OPENING

15'-0" VARIES

AIR SUPPLY DIFFUSER SIDEWALL

A R C H I T E C T S,

B.O.S.

11'-4" 10'-0" AFF

SMOKE DETECTOR WALL MOUNTED

1'-0"

SM/CO

SMOKE DETECTOR CEILING MOUNTED

VARIES

SM/CO

ISMAEL LEYVA

1'-0"

02 LEVEL 2 44' - 10"

217-22 Nothern Boulevard Bayside, New York, NY 11361 (718) 224-9091 - TEL (718) 224-9143 - FAX

ACCESS DOOR - CEILING MOUNTED

EXIT SIGN - CEILING MOUNTED

LT-03

APARTMENT RECESSED CEILING LIGHT 120 12" x 24"

LT-04

BATHROOM RECESSED CEILING LIGHT

LT-05

CLOSET RECESSED CEILING LIGHT SURFACE MOUNTED LED STRIP LIGHT

LT-06

121 24" x 12"

LT-10

SURFACE MOUNTED CEILING LIGHT

LT-10

14'-11 3/4"

PENDANT (CEILING OR FLUSH MOUNTED)

14'-6"

BIKE RM. 692 SF

11'-11 3/4"

SPRINKLER LEGEND:

MECHANICAL 596 SF U.O.S @ 14' - 4"

16'-9 1/2" A.F.F.

U.O.S @ 14' - 4"

SIDE WALL MOUNTED LT-10

CEILING TYPE

13'-0" A.F.F.

14'-3"

CV 2 38"x20"

CEILING HEIGHT: 1i 1'-0"

173 14" x 14"

122 24" x 12"

9'-4"

LT-01

CORRIDOR RECESSED CEILING LIGHT

5'-10 1/4"

LIGHTING LEGEND:

LT-10

CEILING HEIGHT 5'-10 1/2"

U.O.S @ 10' - 10"

4'-5 1/4"

100 26" x 28"

123 24" x 12"

LT-01

EXIT / SERVICE CORR. 355 SF

LT-10 EM

LT-01

LT-01 EM

MAIL 587 SF

LT-01

13 32" x 16"

LT-01

Rev

Issue 100% DD Issue DOB Initial Filing Set-Obj. Resp. 80% CD Issue 95% CD SET DOB Set Updates Issue for Construction

LT-01

EF 1 20"x4"

LT-10 EM

LT-01

LT-01 EM

LT-10 EM

LT-01

LT-01 LT-01

SM/CO

15'-0"

14'-1 1/2"

5'-11"

OUTLINE OF HOIST CAR LOCATION

5'-0"

LX-2

Date 09.20.19 11.26.19 12.04.19 03.13.20 04.10.20 10.01.20

15'-9 7/8"

2'-0 1/2"

LT-01

No 6 8 9 11 13 15

LT-01 EM

LX-2

LT-01 LX-2

174 14" x 14"

PIT SLAB

1 32" x 16"

CANOPY DRAIN

LX-2

8'-9 1/4"

3'-3 1/2"

LT-01 LX-2

LT-01

LT-01 EM

LT-01

LT-10 EM

LX-2

LT-01 EM

LT-01

LT-01 LT-10

LT-10 5'-0"

3 16" x 32"

LX-2 LT-01

C1 13' - 10"

LT-01

C1 13' - 10"

12'-6" A.F.F.

LX-2

LT-01

CV 2 12"x21"

LT-01

12'-6" A.F.F.

LT-01 EM

LT-01

LT-01 EM

SM/CO

LT-01

LT-01 EM

LT-01

SM/CO

LT-01

LT-01 U.O.S @ 14' - 4"

LT-01 EM

C1 11' - 4"

16'-9 1/2" A.F.F.

LT-01

LX-2

5'-0"

LX-2

C1 11' - 4"

2'-8 1/2"

LOBBY 989 SF

LT-10

10'-0" A.F.F.

LT-01 EM

16'-0 1/2"

LT-01 EM

4 16" x 32"

5'-0"

5A 32" x 16"

LT-01

9'-7 1/2"

LT-01 2'-5"

LT-01

3'-6"

2'-8"

LT-10

PACKAGE 255 SF

170 16" x 18"

CV 2 20"x18"

12 16" x 32"

150 30" x 16"

12"x12"

NOTES:

LT-10

LT-10 LT-10

LT-10

C1 8' - 1"

LT-10

A.F.F.

RX 1 8"x8"

16'-0 1/2"

6 16" x 32"

4'-11 3/4"

LT-10

1999 Marcus Avenue, suite 310 Lake Success, NY 11042

10'-10 1/2"

C:\Users\lmunoz\Documents\509 Third Ave_TOWER_lmunoz.rvt

THIRD AND THIRTY FOUR LLC

153 16" x 28"

U.O.S @ 15' - 3"

171 16" x 18"

381 Park Avenue South, Suite 621 New York, NY 10016

16'-0 1/2"

154 24" x 14"

15'-11" A.F.F.

U.O.S @ 15' - 3"

16'-6 1/2" A.F.F.

17'-9" A.F.F.

PROJECT 509 3rd Avenue

LT-10 3'-0"

COMMERCIAL 8351 SF

New York, NY 10016

17'-5" A.F.F.

TITLE SM/CO

LT-10

REFLECTED CEILING PLAN GROUND FLOOR

LT-10

SCALE: As indicated DATE: PROJECT #: 18.126

U.O.S @ 15' - 3"

17'-11" A.F.F.

LT-10

10/8/2020 10:19:00 PM

CLIENT

LT-10

107 28" x 26" 105 28" x 26"

GROUND FLOOR RCP SCALE:

1/4" = 1'-0"

172 16" x 31"

108 28" x 26"

104 28" x 26" 106 28" x 26"

157 28" x 28"

A-601.00

FIXTURES /DEVICES LEGEND

ISMAEL LEYVA A R C H I T E C T S,

VARIES

1'-0"

SM/CO B.O.S.

SMOKE DETECTOR WALL MOUNTED

SM/CO

OPENING

P. C.

SMOKE DETECTOR CEILING MOUNTED

AIR SUPPLY DIFFUSER SIDEWALL

PARTITION AS INDICATED ON PLAN

WSP USA

Structural Engineer

CEILING FINISH

EXHAUST AIR RETURN CEILING MOUNTED

WALL OPENING ABOVE THE CEILING

One Penn Plaza, 250 W 34th St, 2nd Fl. New York, NY 10119 (212) 687-9888 - TEL

CEILING ASSEMBLY/TYPES LEGEND

MEP Engineer

REGULAR SUSPENDED GWB. CEILING CONSISTING OF 1 LAYER 5/8" GWB. ATTACHED TO HAT CHANNELS WITH HANGERS TO SLAB ABOVE. SEE DETAIL 1/A-017.00

EXHAUST AIR RETURN SIDEWALL

SUSPENDED ACOUSTICAL CEILING WITH 2 LAYERS 5/8" ATTACHED TO HAT CHANNELS ATTACHED TO METAL SUPPORT CHANNELS WITH ISOLATED HANGERS TO SLAB ABOVE. 6" INSULATION OVER ALL CEILING. SEE DETAIL 3/A-017.00

217-22 Nothern Boulevard Bayside, New York, NY 11361 (718) 224-9091 - TEL (718) 224-9143 - FAX

HEAT PUMP - CEILING MOUNTED

SUSPENDED ACOUSTICAL CEILING WITH 2 LAYERS 5/8" GWB. ATTACHED TO HAT CHANNELS ATTACHED TO METAL SUPPORT CHANNELS WITH ISOLATED HANGERS TO SLAB ABOVE. 2" INSULATION AT UNDERSIDE OF SLAB GENERATOR ROOM CEILING ONLY. SEE DETAIL A-014.00

MEP FP Engineer

ACCESS DOOR - CEILING MOUNTED

ACOUSTICAL CEILING TILE. SEE DETAIL 2/A-017.00. OCCURS AT CORRIDOR CEILING AT TRANSFER FLOORS ONLY

EXIT SIGN - CEILING MOUNTED

FIRE ALARM LEGEND

STROBE

SPEAKERS/STROBE

SPEAKER

CEILING MOUNTED STROBE

LIGHTING LEGEND:

TX 12 KX 8"x8" 8 6"x8"

1 30" x 16"

LT-04 LT-06

LT-03

LT-03 EQ

LT-01 EM KS-1

CEILING HEIGHT:

LT-01

LT-01 EM

SM/CO

3 14" x 28"

U.O.S @ 9' - 11" (SMOKE ARCH)

LT-01

LT-01 EM

SM/CO

KS-1A (KITCHENETTE) LT-03 LT-03

LT-01

C1 8' - 1" LT-03

EQ 6'-3 1/4"

LT-10

LT-03

LT-04

LT-03

CV 2 20"x18"

LT-04

5 24" x 14"

SM/CO

LT-03

LT-05 2'-6 1/2"

LT-01 LT-10

LT-10

M EQ

LT-04 LT-01 EM

LT-05

LT-04

LT-01 EM EQ

LT-04

LT-03

6 14" x 28"

C1 8' - 1"

LT-03 LT-04

LT-06

LT-04

LT-01

LT-03

LT-03 EQ

F SM/CO

KL-1 (KITCHENETTE)

LT-03

D 458 SF

0 BR

BR #1 10'-6" X 11'-10" U.O.S @ 9' - 11"

U.O.S @ 9' - 11"

(SMOKE ARCH)

LT-03

(SMOKE ARCH)

LT-03

KG-1 (KITCHENETTE)

LT-03

SM/CO

C1 8' - 1"

LT-03

LT-03 KG-1 (KITCHENETTE) 14" x7 30"

C1 8' - 1"

LT-03 LT-03

LT-03

BA-2B

BR #2 11'-11" X 11'-6"

LR/DR/SA 11'-3" X 23'-9"

U.O.S @ 9' - 11"

LT-03

LT-03 LT-03

LT-03

153 14" x 24"

KL-1 (KITCHENETTE)

C1 8' - 1"

LT-03

LT-03 LT-06

C1 8' - 1"

NOTES:

LT-04

SM/CO

LT-01 EM

LT-03

171 16" x 18"

LT-03

LT-04

SM/CO

U.O.S @ 9' - 11"

LT-03

SM/CO LT-03

C1 8' - 1"

C1 7' - 11"

LT-03

C1 8' - 0"

LT-03

KX 4 6"x8"

LT-03

SM/CO

LT-03

(SMOKE ARCH)

KS-1 (KITCHENETTE) LT-03 EQ

LT-03 C1 8' - 1"

LT-03 EQ

KL-5

LT-04

LT-03

W/D

LT-06

LT-03

456 SF

LR/DR 12'-1" X 18'-9"

U.O.S @ 9' - 11"

TX 8 8"x8"

2 BR IH 2-4TH FLS AFNY 2-8TH FLS

C:\Users\lmunoz\Documents\509 Third Ave_TOWER_lmunoz.rvt

C1 8' - 1"

SM/CO

879 SF

0 BR

460 SF

IH 2-4TH FLS AFNY 2-8TH FLS

0 BR

LR/DR/SA 12'-1" X 19'-7"

LR/DR/SA 12'-2" X 23'-6" U.O.S @ 9' - 11"

U.O.S @ 9' - 11"

451 SF

0 BR

AFNY 2-8TH FLS

LR/DR/SA 12'-1" X 16'-9" U.O.S @ 9' - 11"

450 SF

0 BR

461 SF 456 397 SF

AFNY 2-5TH FLS

K 155 24" x 14"

548 SF

720 SF SM/CO

1 BR

0 BR

UNIT L AFNY 2-3RD FLS

AFNY 2-8TH FLS

LR/DR/SA 11'-3" X 16'-9"

LR/DR/SA 12'-4" X 23'-6"

LR/DR LR/DR 11'-5" 11'-7"XX17'-7" 17'-6"

BR BR #1 #1 10'-11" 11'-2" XX10'-11" 11'-1"

LR/DR 12'-5" X 18'-2"

U.O.S @ 9' - 11"

CLIENT THIRD AND THIRTY FOUR LLC 1999 Marcus Avenue, suite 310 Lake Success, NY 11042 172 16" x 18"

157 24" x 14" 104 24" x 14"

105 24" x 14"

106 24" x 14"

107 24" x 14"

381 Park Avenue South, Suite 621 New York, NY 10016

108 24" x 14"

PROJECT 509 3rd Avenue New York, NY 10016

03 LEVEL 3 55' - 6"

TITLE

02 LEVEL 2 44' - 10"

10'-8"

9'-11"

8'-6"

8'-1"

7'-11"

7'-9"

REFLECTED CEILING PLAN FLOOR 2

SCALE: As indicated DATE: PROJECT #: 18.126

10/8/2020 10:19:13 PM

LT-03

C1 8' - 1"

LT-03

LT-04

LT-03

SM/CO

LT-03

TX 9 4"x18"

LT-03

112 14" x 24"

KX 3A 6"x9"

W/D

LT-03

SM/CO

KX LT-03 2 4"x18"

LT-03

LT-06

(SMOKE ARCH)

LT-04

LT-03

SM/CO

LT-04

U.O.S @ 9' - 11"

C1 7' - 11"

LT-03 KL-1 (KITCHENETTE) LT-03 LT-03

(SMOKE ARCH)

LT-03

U.O.S @ 9' - 11"

LT-06

TX 3 6"x12"

U.O.S @ 9' - 11" (SMOKE ARCH)

LT-04

LT-03 KL-1 (KITCHENETTE) LT-03 LT-03

(SMOKE ARCH)

LT-05

LT-03

KX 5 6"x8"

KX 3B 6"x9"

LT-03

W/D

U.O.S @ 9' - 11"

TX 2 10"x6"

LT-03

LT-05

W/D

LT-03 LT-06

W/D

LT-06

W/D

SM/CO

LT-04

LT-01

LT-03 SM/CO

TX 10 10"x6"

LT-03

W/D

TX 7B 4"x16"

W/D

LT-04

W/D

LT-03

LT-06 KX 1 4"x12"

U.O.S @ 9' - 11"

LT-01

1' - 8"

LT-06 W/D

LT-01

LT-04

9 16" x 32"

LT-04

LT-03

LT-06

LT-01

LT-04

LT-03

LT-01

TX 7A 6"x12"

LT-04

LT-03 LT-04

LT-04

2' - 9 3/4"

10 14" x 30"

LT-04

LT-01 EM

TX TX 6A 6B 8"x8" 8"x8" 2' - 9 3/4"

LT-03

BR #1 12'-8" X 11'-0"

TX TX 4 5 11"x6" 11"x6"

W/D 5'-1 1/4"

LT-01

BR #1 11'-5" X 11'-6"

LT-10

LT-01

KX 6 8"x6"

170 16" x 18"

LT-10

LT-01

U.O.S @ 9' - 11"

KL-7A (KITCHENETTE)

LR/DR 23'-8" X 11'-11"

KL-2

426 SF

LT-01 EM

LT-01 EM RX 1 8"x8"

SM/CO

KX TX 11 9 9"x8" 8"x8"

2' - 10"

AFNY 2-8TH FLS

MECH 170 SF

MECH 189 SF

C1 8' - 1"

LT-01

0 BR

1 BR

103 12" x 36"

151 28" x 14"

150 24" x 14"

BIKES 58 SF

LT-06

KS-1

LR/DR/SA 20'-11" X 11'-10" EQ

C1 8' - 1" LT-01

0 BR

588 SF

LT-03

Issue 100% DD Issue DOB Initial Filing Set-Obj. Resp. 80% CD Issue 95% CD SET DOB Set Updates Issue for Construction

482 SF

U.O.S @ 9' - 11" (SMOKE ARCH)

C1 8' - 1"

LT-03

6'-6 1/2"

LT-01 EM

LT-03

Rev

N EQ

EQ EQ

LT-01

CV 1 28"x13"

101 14" x 24"

Date 09.20.19 11.26.19 12.04.19 03.13.20 04.10.20 10.01.20

SM/CO

LT-10

SM/CO

No 6 8 9 11 13 15

109 14" x 24"

LT-01

12 14" x 28"

CEILING HEIGHT

BR #1 13'-7" X 9'-2"

PRIVATE HALL 7'-0" X 8'-6"

LT-03

CEILING TYPE

1i 1'-0"

KX 7 6"x8"

W/D

CORRIDOR 824 SF

PENDANT (CEILING OR FLUSH MOUNTED) SIDE WALL MOUNTED

LT-01

LT-03

2'-8"

LR/DR 20'-2" X 9'-11"

SM/CO

LT-03

LR/DR 19'-1" X 11'-0" 18'-8"

SPRINKLER LEGEND:

0 BR SM/CO

C1 7' - 11"

LT-03

LT-01 EM

SURFACE MOUNTED CEILING LIGHT

LT-01

697 SF

1 BR

597 SF

KL-2 (KITCHENETTE)

LT-01 EM

SM/CO

LT-01

SURFACE MOUNTED LED STRIP LIGHT

2'-8 3/4"

LT-03

C1 8' - 1"

LT-10 EM

2'-11 1/2"

LT-03

LT-06

LT-03

SM/CO

LT-04

SM/CO

U.O.S @ 9' - 11" (SMOKE ARCH)

W/D

SM/CO

LT-10 EM

EF 1 13"x6"

BR #1 11'-3" 11'-4" X 10'-5" 11'-0"

LT-05

CLOSET RECESSED CEILING LIGHT

LT-10

2'-4 1/2"

LT-10

LT-04

TX 1 4"x16"

LT-05 13 30" x 14"

LT-04

BATHROOM RECESSED CEILING LIGHT

LT-06

110 14" x 24"

2 28" x 14"

LT-03

APARTMENT RECESSED CEILING LIGHT

LT-05

100 14" x 24"

LT-01

CORRIDOR RECESSED CEILING LIGHT

A-602.00

2ND FLOOR RCP SCALE:

1/4" = 1'-0"

FIXTURES /DEVICES LEGEND

ISMAEL LEYVA A R C H I T E C T S,

VARIES

1'-0"

SM/CO B.O.S. OPENING

SM/CO

PARTITION AS INDICATED ON PLAN

SMOKE DETECTOR WALL MOUNTED AIR SUPPLY DIFFUSER SIDEWALL

CEILING FINISH

P. C.

SMOKE DETECTOR CEILING MOUNTED

WSP USA

Structural Engineer

EXHAUST AIR RETURN CEILING MOUNTED

WALL OPENING ABOVE THE CEILING

One Penn Plaza, 250 W 34th St, 2nd Fl. New York, NY 10119 (212) 687-9888 - TEL

FIRE ALARM LEGEND

MEP Engineer

STROBE

SPEAKERS/STROBE

SPEAKER

CEILING MOUNTED STROBE

EXHAUST AIR RETURN SIDEWALL

MEP FP Engineer

217-22 Nothern Boulevard Bayside, New York, NY 11361 (718) 224-9091 - TEL (718) 224-9143 - FAX

HEAT PUMP - CEILING MOUNTED

ACCESS DOOR - CEILING MOUNTED

EXIT SIGN - CEILING MOUNTED

LIGHTING LEGEND:

TX 13 6"x12"

2 20" Ø 1 30" x 14"

LT-04

REFUSE ROOM

LT-01

CORRIDOR RECESSED CEILING LIGHT

LT-03

APARTMENT RECESSED CEILING LIGHT

LT-04

BATHROOM RECESSED CEILING LIGHT

LT-05

CLOSET RECESSED CEILING LIGHT

LT-06

LT-03

MECH

LT-10

LT-04

LR/DR 12'-7" X 12'-4"

LT-10 EM

SM/CO

LT-03

BR #1 10'-1" X 12'-0"

KS-1B EF 1 13"x9"

LT-01

LT-10 EM

SPRINKLER LEGEND:

527 SF

PENDANT (CEILING OR FLUSH MOUNTED)

U.O.S @ 9' - 11"

LT-03 EQ

W/D

SIDE WALL MOUNTED

LT-01

CEILING HEIGHT: LT-01 EM

LT-03

SM/CO

1i 1'-0" 1'-9 1/2"

PE-2 3000# @ 700 F.P.M

SE/PE-3 3000# @ 700 F.P.M

LT-01 EM LT-03

C1 8' - 1"

PE-1 3000# @ 700 F.P.M

3' - 7"

LT-01

LT-03

SUSPENDED ACOUSTICAL CEILING WITH 2 LAYERS 5/8" ATTACHED TO HAT CHANNELS ATTACHED TO METAL SUPPORT CHANNELS WITH ISOLATED HANGERS TO SLAB ABOVE. 6" INSULATION OVER ALL CEILING. SEE DETAIL 3/A-017.00

SM/CO SM/CO

LT-01

LT-01 EM

LT-01

SM/CO

LT-01

LT-01 EM

3 16" x 24"

SM/CO CV 3 10"x6"

611 SF S

1 BR

REGULAR SUSPENDED GWB. CEILING CONSISTING OF 1 LAYER 5/8" GWB. ATTACHED TO HAT CHANNELS WITH HANGERS TO SLAB ABOVE. SEE DETAIL 1/A-017.00

LT-04

LT-01

LR/DR 18'-5" X 12'-11"

BR #1 13'-0" X 10'-0"

W/D

U.O.S @ 9' - 11"

LT-03

LT-04

C1 8' - 1"

CV 2 15"x19"

KL-4

12 20" Ø

LT-03

LT-03 EQ

SM/CO

LT-03

LT-10

LT-04

LT-03

BIKES 65 SF

150 24" x 14"

LT-10

5 24" x 14" SM/CO

11 16" x 30"

LT-01

LT-01 EM

LR/DR 11'-4" X 18'-8"

LT-01

LT-01 EM

BR #2 9'-0" X 9'-7"

U.O.S @ 9' - 11"

Rev

Issue 100% DD Issue DOB Initial Filing Set-Obj. Resp. 80% CD Issue 95% CD SET DOB Set Updates Issue for Construction

BR #1 11'-4" X 12'-6" SM/CO

1 BR

BR #1 12'-0" X 10'-1"

Date 09.20.19 11.26.19 12.04.19 03.13.20 04.10.20 10.01.20

U.O.S @ 9' - 11" TX 16 12"x6"

674 SF

LR/DR 14'-11" X 17'-1"

No 6 8 9 11 13 15

U.O.S @ 9' - 11"

2 BR

LT-01 EM

ACOUSTICAL CEILING TILE. SEE DETAIL 2/A-017.00. OCCURS AT CORRIDOR CEILING AT TRANSFER FLOORS ONLY

U.O.S @ 9' - 11"

754 SF

LT-01

151 28" x 14"

LT-01

170 15" Ø

U.O.S @ 9' - 11"

LT-01

CEILING HEIGHT

CEILING ASSEMBLY/TYPES LEGEND

LT-03 KS-1

CEILING TYPE

LT-04

LT-03

C1 8' - 1"

LT-03

1' - 10"

13 14" x 30"

SURFACE MOUNTED CEILING LIGHT

G 1 BR

U.O.S @ 9' - 11"

SURFACE MOUNTED LED STRIP LIGHT

KX 9 6"x12"

6 14" x 28" U.O.S @ 9' - 11"

U.O.S @ 9' - 11"

LT-03

LT-01

LT-04

LT-03

(SMOKE ARCH)

LT-03

KS-3

KL-5 (KITCHENETTE)

LT-04

LT-03 C1 8' - 1" LT-03

SM/CO

LT-03

SM/CO

LT-03

C1 8' - 1"

LT-03 S

LT-03 TX 15 12"x6"

LT-01 EM C1 8' - 1"

SM/CO

LR/DR 10'-11" X 14'-9"

W/D

LT-03

KS-2

LT-03

S SM/CO

SM/CO

LT-03

LT-04 W/D

C 473 SF

0 BR

SA 8'-11" X 9'-10"

LT-03

TX 17 6"x12"

LT-04

BR #1 11'-3" X 9'-9" LT-03

U.O.S @ 9' - 11"

LT-03

153 14" x 24"

TX 18A 6"x12"

LT-04

KU-1

U.O.S @ 9' - 11"

NOTES: TX 18B 6"x12"

LT-04

171 12" x 18"

LT-04

LT-03

C1 7' - 11"

321 586 SF

LT-04

1 BR SM/CO

LR/DR 11'-1" X 16'-6"

LT-03

U.O.S @ 9' - 11"

W/D 155 24" x 22" SM/CO

E SM/CO

967 SF

2 BR

LR/DR 11'-2" X 19'-10" 11'-1" 19'-11" BR #2 10'-6" 10'-7"XX10'-11" 11'-2"

CLIENT THIRD AND THIRTY FOUR LLC

U.O.S @ 9' - 11"

1999 Marcus Avenue, suite 310 Lake Success, NY 11042

156 24" x 14"

157 24" x 14"

381 Park Avenue South, Suite 621 New York, NY 10016

172 15" Ø

PROJECT 509 3rd Avenue New York, NY 10016

10 LEVEL 10 124' - 4"

TITLE

09 LEVEL 9 113' - 8"

10'-8"

9'-11"

8'-1"

7'-11"

REFLECTED CEILING PLAN FLOOR 9

SCALE: As indicated DATE: PROJECT #: 18.126

10/8/2020 10:20:30 PM

C:\Users\lmunoz\Documents\509 Third Ave_TOWER_lmunoz.rvt

U.O.S @ 9' - 11"

BR #1 12'-2" X 12'-3" 12'-0" 12'-4"

A-609.00

9TH FLOOR RCP SCALE:

1/4" = 1'-0"

FIXTURES /DEVICES LEGEND

ISMAEL LEYVA A R C H I T E C T S,

P. C.

SMOKE DETECTOR CEILING MOUNTED

SM/CO

SMOKE DETECTOR WALL MOUNTED

SM/CO

AIR SUPPLY DIFFUSER SIDEWALL EXHAUST AIR RETURN CEILING MOUNTED

WSP USA

Structural Engineer One Penn Plaza, 250 W 34th St, 2nd Fl. New York, NY 10119 (212) 687-9888 - TEL

MEP Engineer EXHAUST AIR RETURN SIDEWALL

MEP FP Engineer

217-22 Nothern Boulevard Bayside, New York, NY 11361 (718) 224-9091 - TEL (718) 224-9143 - FAX

HEAT PUMP - CEILING MOUNTED

ACCESS DOOR - CEILING MOUNTED

EXIT SIGN - CEILING MOUNTED

LIGHTING LEGEND:

TX 13 8"x14"

LT-01

CORRIDOR RECESSED CEILING LIGHT

LT-03

APARTMENT RECESSED CEILING LIGHT

LT-04

BATHROOM RECESSED CEILING LIGHT

LT-05

CLOSET RECESSED CEILING LIGHT SURFACE MOUNTED LED STRIP LIGHT

LT-06

1 24" x 14"

ELECTRIC CLOSET

LT-04

LT-03

LT-10

LT-10 EQ

U.O.S @ 9' - 11"

EF 1 13"x16"

LT-10 EM

SPRINKLER LEGEND:

LR/DR 12'-7" X 12'-4"

LT-03

S 2'-5 1/4"

LT-10

1 BR S

SM/CO

BR #1 10'-1" X 12'-0"

SURFACE MOUNTED CEILING LIGHT

526 SF

SM/CO

LT-04

2 16" Ø

LT-01

PENDANT (CEILING OR FLUSH MOUNTED)

U.O.S @ 9' - 11"

KS-1B LT-03

SIDE WALL MOUNTED

LT-01 W/D

CEILING HEIGHT: SM/CO

LT-03

LT-01 EM W/D

LT-01 EM

LT-03

C1 8' - 1"

LT-04

LT-03

LT-04

SM/CO

KS-1

3 16" x 24"

SM/CO SM/CO

LT-01

LT-01 EM

LT-01

SM/CO

LT-01

LT-01 EM

VARIES

LT-01

629 SF

CV 3 20"x15"

LR/DR 18'-5" X 12'-11"

LT-03 C1 8' - 1"

KL-4

12 16" Ø

LT-03

PARTITION AS INDICATED ON PLAN

WALL OPENING ABOVE THE CEILING

CEILING ASSEMBLY/TYPES LEGEND SM/CO

LT-03

LT-04

LT-03

TX 19 12"x6"

W/D

LT-03

4 24" x 14"

LT-03

SM/CO

KL-6

LT-05

LT-04

613 SF

REGULAR SUSPENDED GWB. CEILING CONSISTING OF 1 LAYER 5/8" GWB. ATTACHED TO HAT CHANNELS WITH HANGERS TO SLAB ABOVE. SEE DETAIL 1/A-017.00

SUSPENDED ACOUSTICAL CEILING WITH 2 LAYERS 5/8" ATTACHED TO HAT CHANNELS ATTACHED TO METAL SUPPORT CHANNELS WITH ISOLATED HANGERS TO SLAB ABOVE. 6" INSULATION OVER ALL CEILING. SEE DETAIL 3/A-017.00

5 24" x 14"

LT-03 SM/CO

11 14" x 28"

Issue 100% DD Issue DOB Initial Filing Set-Obj. Resp. 80% CD Issue 95% CD SET DOB Set Updates Issue for Construction

CEILING FINISH

LT-03

LT-04

2' - 3 3/4"

LT-03

Rev

OPENING

BR #1 12'-10" X 11'-0"

U.O.S @ 9' - 11"

Date 09.20.19 11.26.19 12.04.19 03.13.20 04.10.20 10.01.20

B.O.S.

1 BR

No 6 8 9 11 13 15

LT-03

C1 8' - 1"

CEILING HEIGHT

LT-01

CEILING TYPE

1i 1'-0"

1'-0"

SM/CO

13 14" x 24"

BR #2 11'-7" X 11'-0"

1 BR TX 14 14"x8"

LR/DR 14'-9" X 15'-0" U.O.S @ 9' - 11"

BR #1 12'-3" X 10'-1"

LT-04

LT-03

U.O.S @ 9' - 11"

C1 8' - 1"

LT-03

6 14" x 24"

ACOUSTICAL CEILING TILE. SEE DETAIL 2/A-017.00. OCCURS AT CORRIDOR CEILING AT TRANSFER FLOORS ONLY

SM/CO

LT-06

983 SF 10 24" x 14"

U.O.S @ 9' - 11"

2 BR

LR/DR 11'-11" X 20'-9"

LT-03

SM/CO

LT-03

U.O.S @ 9' - 11"

FIRE ALARM LEGEND LT-06

LT-05

SM/CO

BR #1 12'-9" X 10'-11" U.O.S @ 9' - 11"

LT-04 LT-05 8 24" x 14"

LT-04

STROBE

SPEAKERS/STROBE

SPEAKER

CEILING MOUNTED STROBE

NOTES:

7 16" Ø

CLIENT

10/8/2020 10:21:40 PM

C:\Users\lmunoz\Documents\509 Third Ave_TOWER_lmunoz.rvt

THIRD AND THIRTY FOUR LLC 1999 Marcus Avenue, suite 310 Lake Success, NY 11042 381 Park Avenue South, Suite 621 New York, NY 10016

PROJECT 509 3rd Avenue 9"

25 LEVEL 25 284' - 4"

New York, NY 10016

24 LEVEL 24 273' - 8"

10'-8"

9'-11" 9"

8'-1"

TITLE REFLECTED CEILING PLAN FLOORS 24 - 31

SCALE: As indicated DATE: PROJECT #: 18.126

A-624.00

24TH - 31ST FLOOR RCP SCALE:

1/4" = 1'-0"

FIXTURES /DEVICES LEGEND

ISMAEL LEYVA A R C H I T E C T S,

P. C.

SMOKE DETECTOR CEILING MOUNTED

SM/CO

SMOKE DETECTOR WALL MOUNTED

SM/CO

AIR SUPPLY DIFFUSER SIDEWALL EXHAUST AIR RETURN CEILING MOUNTED

WSP USA

Structural Engineer One Penn Plaza, 250 W 34th St, 2nd Fl. New York, NY 10119 (212) 687-9888 - TEL

MEP Engineer EXHAUST AIR RETURN SIDEWALL

MEP FP Engineer

217-22 Nothern Boulevard Bayside, New York, NY 11361 (718) 224-9091 - TEL (718) 224-9143 - FAX

HEAT PUMP - CEILING MOUNTED

ACCESS DOOR - CEILING MOUNTED

EXIT SIGN - CEILING MOUNTED

LIGHTING LEGEND:

TX 13 10"x14"

LX-1

EF 1 13"x17"

LX-1

LT-10

1 28" x 18"

LX-1

2 18" x 18"

LT-10

U.O.B @ 9' - 8"

LX-1

LT-03

APARTMENT RECESSED CEILING LIGHT

LT-04

BATHROOM RECESSED CEILING LIGHT

LT-05

CLOSET RECESSED CEILING LIGHT SURFACE MOUNTED LED STRIP LIGHT

LT-06

SURFACE MOUNTED CEILING LIGHT

LT-10

LX-1

LT-10

SPRINKLER LEGEND: LX-1

LX-1

LT-10 EM

PENDANT (CEILING OR FLUSH MOUNTED)

LT-10 EM

WATER TANK

14" DIA. TD BOILER FLUE UP TO MIN. 3FT ABOVE BKHD. ROOF PARAPET

LX-1

SIDE WALL MOUNTED

CEILING HEIGHT:

U.O.S @ 10' - 8"

LT-10 ELEVATOR OVERRUN

LX-1

CEILING TYPE

1i 1'-0"

LX-1

ESV

CEILING HEIGHT

24"x42"

LT-10

13A 14" x 24" LX-1

LT-01

CORRIDOR RECESSED CEILING LIGHT

LX-1

U.O.S @ 10' - 8" EQ

U.O.B @ 9' - 8"

No 6 8 9 11 13 15

SLAB FOLD

U.O.S @ 10' - 2"

U.O.S @ 10' - 8"

CV 3 20"x20"

MECHANICAL ROOF 632 SF

LX-1

WATER TANK

LX-1

3 14" x 24"

LT-10

1'-0"

U.O.S @ 10' - 8"

LT-10 LX-1

SLAB FOLD

VARIES

U.O.S @ 10' - 8"

LX-1

LT-10

Rev

Issue 100% DD Issue DOB Initial Filing Set-Obj. Resp. 80% CD Issue 95% CD SET DOB Set Updates Issue for Construction

B.O.S. OPENING PARTITION AS INDICATED ON PLAN

P 12" x 12" P 12" x 12"

Date 09.20.19 11.26.19 12.04.19 03.13.20 04.10.20 10.01.20

CEILING FINISH U.O.B @ 9' - 2"

LT-10

LX-1 WALL OPENING ABOVE THE CEILING

LX-1

FIRE ALARM LEGEND

U.O.B @ 9' - 8"

12 18" x 24"

LX-1

P 12" x 12"

LX-1

LX-1 LX-1

LX-1

LX-1 11 14" x 28"

LIGHT FIXTURE @ EVERY FIN. SEE SPECS & DETAILS AT SHEET 1/A-316, A-360 5/A-523

PUMP ROOM 253 SF

4 24" x 12"

BOILER ROOM 1,366 SF

5 18" x 18"

U.O.B @ 9' - 8"

LX-1

U.O.S @ 10' - 2" U.O.S @ 10' - 2"

LX-1

STROBE

SPEAKERS/STROBE

SPEAKER

CEILING MOUNTED STROBE

LX-1

LT-10

LX-1 LX-1 9 24" x 16"

10 24" x 16"

U.O.B @ 9' - 8"

LX-1 LX-1

LX-1

LIGHT FIXTURE @ EVERY FIN. SEE SPECS & DETAILS AT SHEET 1/A-316, A-360 5/A-523

LX-1

NOTES:

LT-10

LX-1

U.O.B @ 9' - 8"

COOLING TOWER ROOF 595 SF

8 24" x 14"

7 18" x 24"

RING BEAM

LX-1

LX-1 LX-1

LX-1

LIGHT FIXTURE @ EVERY FIN. SEE SPECS & DETAILS AT SHEET 1/A-316, A-360 5/A-523

CLIENT 1999 Marcus Avenue, suite 310 Lake Success, NY 11042 381 Park Avenue South, Suite 621 New York, NY 10016

PROJECT 509 3rd Avenue 36 LEVEL 36 414' - 7 1/2"

1'-0"

New York, NY 10016

TITLE

35 LEVEL 35 402' - 7 1/2"

12'-0"

11'-0"

REFLECTED CEILING PLAN FLOORS 35

SCALE: As indicated DATE: PROJECT #: 18.126

1'-0"

10/8/2020 10:22:22 PM

C:\Users\lmunoz\Documents\509 Third Ave_TOWER_lmunoz.rvt

THIRD AND THIRTY FOUR LLC

A-635.00

35TH FLOOR - MECH / EMR LEVEL RCP SCALE:

1/4" = 1'-0"

ISMAEL LEYVA A R C H I T E C T S,

P. C.

KITCHEN NOTES:

1) KITCHEN PLANS & ELEVATIONS SHOWN ON THIS DRAWING MAY BE GENERIC. REFER TO SERIES A-200 FLOOR PLANS, FOR ACTUAL ORIENTATION OF EACH KITCHEN AND SPECIFIC ADJOINING WALL CONDITIONS AT EACH INDIVIDUAL KITCHEN. 2) REFER TO SERIES A-800 RCPs FORCEILING HEIGHTS & CONDITIONS, LOCATIONS OF CEILING LIGHTS, HVAC AND EXHAUST GRILLES FOR EACH INDIVIDUAL KITCHEN.

17'-2 1/2" 14'-7"

10'-7" 1'-3" CAB.

2'-6" CAB.

3/4"

2'-0" CAB.

2'-7 1/2" CAB.

3/4"

2'-1" CAB.

3/4"

2'-7" CAB.

2'-7 1/2" CAB.

2'-0" CAB.

2'-6 3/4" CAB.

2'-7 1/2" CAB.

3/4"

3) SOFFIT HEIGHT MAY VARY BY FLOOR. SEE BUILDING SECTION AND A-800 SERIES ARCHITECTURAL RCPs.

2'-0" CAB.

GE 01

SS 02

6'-6"

6'-8"

W/D

PB 10

PB 10 3'-7"

SS 01

KE 02

KE 06

T.O.SLAB ELEV=+0'-0"

3'-0" CAB.

1'-5"

1'-3" CAB.

3/4" 3/4"

3/4"

2'-1" W/D

2'-1" REF.

2'-6" SINK CAB.

2'-0" DW.

2'-6" GAS RANGE

SCALE:

2'-7" REF.

T.O.SLAB ELEV=+0'-0"

KS-3

3/4"

2'-6" SINK CAB.

3/4"

2'-0" DW.

3/4"

2'-6" RANGE

3/4"

2'-6" W/S

3/4" 3/4"

2'-0" W/D

SCALE:

(212) 687-9888 - TEL

5) ADAPTABILITY OF KITCHEN SINK AND WORK SURFACE COUNTERS:

MEP Engineer

a) COUNTERS AND CABINETRY AT THE SINK AND WORK SURFACES AS SHOWN ON THESE PLANS SHALL BE INSTALLED AS A REPLACEBLE OR ADJUSTABLE UNIT TO PROVIDE ALTERNATIVE VARIABLE HIEGHTS WITH 1" INCREMENTS BETWEEN 28" AND 36" MEASURED FROM THE FINISHED FLOOR TO TOP OF THE COUNTER SURFACE.

217-22 Nothern Boulevard Bayside, New York, NY 11361 (718) 224-9091 - TEL (718) 224-9143 - FAX

MEP FP Engineer

6) AT LEAST ONE STORAGE SHELF, PLACED ABOVE WORK SURFACE COUNTERS AT 48" MAXIMUM ABOVE THE FINISHED FLOOR, SHALL BE PROVIDED BY THE OWNER AT THE TIME OF CONSTRUCTION. 7) ALL APPLIANCES AND PLUMBING FIXTURES SHALL BE ENERGY STAR RATED OR HAVE FLOW-RATE RESTRICTIONS AS REQUIRED.

KS-2A Elevation

1/2" = 1'-0"

3/4"

4) ALL APPLIANCE OUTLET LOCATIONS INDICATED ON THESE DRAWINGS TO BE COORDINATED WITH APPLIANCE MANUFACTURER'S INSTALLATION REQUIREMENTS.

(e) WHERE CABINETRY UNDER THE SINK IS REMOVED FOR ADAPTABILITY, THE DEPTH OF THE SINK BOWL SHALL BE NO GREATER THAN 6 1/2". ONLY ONE BOWL OF DOUBLE- OR TRIPLE-BOWL SINKS NEEDS TO MEET THIS REQUIREMENT.

GE 02 F.F.E ELEV=+0'-1"

One Penn Plaza, 250 W 34th St, 2nd Fl. New York, NY 10119

(d) COUNTER THICKNESS AND SUPPORTING STRUCTURE SHALL BE 2 IN MAXIMUM OVER THE REQUIRED CLEAR AREA.

KE 04

GE 02

Structural Engineer

(c) BASE CABINETS SHALL BE REMOVABLE UNDER THE SINK AND WORK SURFACE COUNTERTOPS. THE FINISHED FLOOR SHALL EXTEND UNDER THE COUNTER TO THE WALL.

KE 02

KE 04

F.F.E ELEV=+0'-1"

PB 12

SS 01

WSP USA

8'-0"

KE 12

PB 12

30" OVEN

3'-1"

3'-7"

W/D

KE 12

KE 05

6'-7"

6'-8"

1'-7"

8'-0"

3'-5"

1'-5"

1'-4"

1'-5" COLUMN

1'-4"

3'-0" CAB.

2'-1" CAB.

1'-4"

3/4"

5'-2 1/2" 3/4"

8) ALL APPLIANCE OUTLET LOCATIONS INDICATED ON THESE DRAWINGS TO BE COORDINATED WITH APPLIANCE MANUFACTURER'S INSTALLATION REQUIREMENTS.

1/2" = 1'-0"

9) SEE DWGS A-040 FOR KITCHEN MATERIALS, FINISHES AND PLUMBING / APPLIANCE SCHEDULES.

GE 02

KE 04

17'-2 1/2"

KE 02

5'-1 3/4" 3/4"

2'-1" W/D

KE 05

10'-7"

WATER LINE CONNECTION FOR REFRIGERATOR. REFER TO PLUMBING DRAWINGS & REFRIGERATOR INSTALLATION MANUAL. (TYP.)

3/4" 3/4" 3'-0" W/S SEE NOTE #5

W/D

1'-5" COLUMN

GFI

1'-3"

2'-6" RANGE / MICRO

GFI

3/4"

2'-0" 3/4" RANGE/MICRO GFI

KE 06

2'-1" REF.

2'-6" SINK CAB. SEE NOTE #5

PB 12 PB 10

KE 02

KE 04

GE 01

GE 02

3/4"

REF

REF.

GFI

1" OVERHANG

1'-3"

GFI

PB 10

KS-3

GFI.

2'-1"

3/4"

PB 12

2'-0"

GE 01

WATER LINE CONNECTION FOR REFRIGERATOR. REFER TO PLUMBING DRAWINGS & REFRIGERATOR INSTALLATION MANUAL. (TYP.)

11 KS-2A

A-700.00

No 1 2 6 7 8 9 11 13 15

KS-3 Plan

SCALE:

Unit D @ 9th-14th Floor

KS-2A Plan

1/2" = 1'-0"

SCALE:

Date 06.26.19 06.28.19 09.20.19 11.19.19 11.26.19 12.04.19 03.13.20 04.10.20 10.01.20

Rev

Issue DOB Initial Filing Set 100% SD Issue 100% DD Issue HPD FILING SET 2 DOB Initial Filing Set-Obj. Resp. 80% CD Issue 95% CD SET DOB Set Updates Issue for Construction

Unit D,E @ 15th-22nd Floor

1/2" = 1'-0"

14'-5"

2'-3" CAB.

3/4"

2'-1" CAB.

3/4"

2'-7 1/2" CAB.

2'-0" CAB.

2'-7 1/2" CAB.

2'-3" CAB.

3/4"

2'-7 1/2" CAB.

2'-0" CAB.

5'-3" 3/4"

2'-1" CAB.

3/4"

2'-7 1/2" CAB.

2'-0" CAB.

2'-7 1/2" CAB.

3'-5" VARIES

2" 1"

3'-5"

KE 11

24" DW 24" DW

KE 04

3'-0"

3'-7"

3'-0"

24" OVEN

KE 02

8'-0" 6'-7"

1'-7"

24" REF

W/D

KE 05 PB 12

24" REF

SS 02 PB 12

SS 01

PB 10

24" OVEN

KE 03

24" DW

24" OVEN

PB-10

3'-7"

PB 10 30" OVEN

PB 12

24" REF

W/D

SS 01

SS 02

SS 02 6'-7"

1'-7"

PB 12

6'-8"

1'-7"

30" REF

KE 11

GE 01

GE 01 SS 02

24" MW

1'-7"

KE 12

24" MW

6'-7"

24" MW

24" DW

KE 02

3'-1"

3'-5"

KE 10 30" MW/VENT

8'-0" VARIES REFER TO RCP

3/4"

11'-5 1/2" 3/4"

1'-4" VARIES

2'-7" CAB.

1'-4"

3/4"

1'-5"

2'-7 1/2" CAB.

1'-4"

2'-6 3/4" CAB.

1'-4"

2'-7 1/2" CAB.

13'-9 1/4"

12'-5 1/2" 2'-0" CAB.

KE 02 KE 03

KE 05

NOTES:

KE 03 KE 02 KE 05

GE 02

3/4"

2'-6" W/S

T.O.SLAB ELEV=+0'-0"

3/4"

2'-6" GAS RANGE

3/4"

2'-0" DW.

3/4"

2'-6" SINK CAB.

3/4"

GE 02

F.F.E ELEV=+0'-1" T.O.SLAB ELEV=+0'-0"

3/4"

2'-3" W/D

3/4"

2'-1" REF.

3/4" 3/4"

2'-6" SINK CAB.

3/4"

2'-0"

2'-0" GAS RANGE

2'-7 1/2" CAB.

F.F.E ELEV=+0'-1"

3/4"

T.O.SLAB ELEV=+0'-0"

2'-3" W/D

3/4" 3/4"

2'-6" W/S

3/4"

2'-0" 3/4" GAS RANGE

2'-0" D/W

3/4"

3'-0" SINK CAB.

3/4" 3/4"

2'-1" REF.

F.F.E ELEV=+0'-1"

KE 06

3/4"

T.O.SLAB ELEV=+0'-0"

2'-1" REF.

3/4"

2'-6" SINK CAB.

3/4"

2'-0" DW.

2'-0" 3/4" GAS RANGE

2'-6" W/S

3/4"

1. REMOVABLE CABINETRY BELOW SINK AND WORK SURFACE. FLOOR FINISH TO CONTINUE BELOW REMOVABLE CABINETRY 2. SEE NOTE # 5

KS-1B Elevation

1/2" = 1'-0"

KS-1 Elevation SCALE:

1/2" = 1'-0"

GFI

2'-0" RANGE/MICRO

3/4"

2'-0" DW.

GFI

3/4"

3'-0" SINK CAB. SEE NOTE #5

3/4"

2'-1" REF.

REF

W/D

KS-1

A-700.00

KS-1B

2'-7 1/2" SINK CAB. 3/4" SEE NOTE #5

REF D

2'-7 1/2" W/S SEE NOTE #5

GFI

13'-11"

A-700.00

3/4"

2'-0"

2'-3" W/D

WATER LINE CONNECTION FOR REFRIGERATOR. REFER TO PLUMBING DRAWINGS & REFRIGERATOR INSTALLATION MANUAL. (TYP.)

2'-1"

MW R

KS-1A

A-700.00

1" OVERHANG

D2.2

MW GFI H 3

1" OVERHANG

W/D

KS-2 Plan SCALE:

Unit C @ 2nd-8th Floor , Unit F @ 9th-14th Floor

1/2" = 1'-0"

KS-1B Plan SCALE:

Unit G @ 9th-14th Floor, Unit F @ 15th-22nd Floor, Unit D @ 23rd-32nd Floor

1/2" = 1'-0"

KS-1A Plan SCALE:

Unit N @ 2nd, 3rd, 8th Floor

1/2" = 1'-0"

KS-1 Plan SCALE:

1999 Marcus Avenue, suite 310 Lake Success, NY 11042 381 Park Avenue South, Suite 621 New York, NY 10016

PROJECT 509 3rd Avenue New York, NY 10016

KITCHEN PLANS & ELEVATIONS -1

SCALE: 1/2" = 1'-0" DATE: PROJECT #: 18.126

2'-0"

Unit A,K,B @ 2nd-3rd, 8th Floor, Unit A,B,K @ 7th Floor, Unit A @ 9th-14th,23rd-33rd Floor, Unit A,C @ 15th-22nd Floor

1/2" = 1'-0"

THIRD AND THIRTY FOUR LLC

TITLE

2'-1"

CLIENT

3/4"

GE 01

GE 02

KE 05

WATER LINE CONNECTION FOR REFRIGERATOR. REFER TO PLUMBING DRAWINGS & REFRIGERATOR INSTALLATION MANUAL. (TYP.)

KE 05

KE 03

PB 12 PB 10

2" OVERHANG

2'-1" 1'-11"

A-700.00

PB 12 PB 10

14'-4" 3/4"

KE 02

KS-2

KE 03

REF

3/4"

2'-7 1/2" W/S SEE NOTE #5 GFI

GFI

GE 02

2'-0" DW GFI

KE 02

2'-7" REF.

WATER LINE CONNECTION FOR REFRIGERATOR. REFER TO PLUMBING DRAWINGS & REFRIGERATOR INSTALLATION MANUAL. (TYP.)

2'-7 1/2"

GFI

2'-0" DW.

3/4"

2'-6" RANGE/MICRO

2'-6" SINK CAB.3/4" SEE NOTE #5

PB 12 PB 10

2'-7 1/2" W/S SEE NOTE #5

3/4"

2'-1" REF. REF

12'-5 1/2" 3/4"

2'-0"

KE 06

3/4"

PB 12 PB 10

2'-3" W/D

KE 02

KE 03

KE 04

WATER LINE CONNECTION FOR REFRIGERATOR. REFER TO PLUMBING DRAWINGS & REFRIGERATOR INSTALLATION MANUAL. (TYP.)

KE 05

C:\Users\lmunoz\Documents\509 Third Ave_TOWER_lmunoz.rvt

SCALE:

1" OVERHANG

2'-1" 2'-0"

10/8/2020 10:12:58 PM

KS-1A Elevation

1/2" = 1'-0"

2'-1" REF.

SCALE:

2'-0" DW. 11'-5 1/2"

1/2" = 1'-0"

2'-0" RANGE / MICRO

SCALE:

2'-6" W/S 3/4" SEE NOTE #5

KS-2 Elevation

A-700.00

ISMAEL LEYVA A R C H I T E C T S,

P. C.

KITCHEN NOTES:

WSP USA

Structural Engineer One Penn Plaza, 250 W 34th St, 2nd Fl. New York, NY 10119

4) ALL APPLIANCE OUTLET LOCATIONS INDICATED ON THESE DRAWINGS TO BE COORDINATED WITH APPLIANCE MANUFACTURER'S INSTALLATION REQUIREMENTS.

(212) 687-9888 - TEL

5) ADAPTABILITY OF KITCHEN SINK AND WORK SURFACE COUNTERS:

MEP Engineer

217-22 Nothern Boulevard Bayside, New York, NY 11361 (718) 224-9091 - TEL (718) 224-9143 - FAX

MEP FP Engineer

(b) THE OWNER SHALL REPLACE OR ADJUST SUCH COUNTERS AT THE TIME A PERSON WITH PHYSICAL DISABILITY TAKES OCCUPANCY OF THE DWELLING UNIT, OR WITHIN 10 DAYS OF THE DATE A REQUEST IS MADE BY A PRESON WITH PHYSICAL DISABILITY FOR SUCH COUNTER ADJUSTMENTS. SUCH REPLACEMENT OR ADJUSTMENTS SHALL BE AT THE OWNER'S EXPENSE. (c) BASE CABINETS SHALL BE REMOVABLE UNDER THE SINK AND WORK SURFACE COUNTERTOPS. THE FINISHED FLOOR SHALL EXTEND UNDER THE COUNTER TO THE WALL. (d) COUNTER THICKNESS AND SUPPORTING STRUCTURE SHALL BE 2 IN MAXIMUM OVER THE REQUIRED CLEAR AREA. (e) WHERE CABINETRY UNDER THE SINK IS REMOVED FOR ADAPTABILITY, THE DEPTH OF THE SINK BOWL SHALL BE NO GREATER THAN 6 1/2". ONLY ONE BOWL OF DOUBLE- OR TRIPLE-BOWL SINKS NEEDS TO MEET THIS REQUIREMENT. 6) AT LEAST ONE STORAGE SHELF, PLACED ABOVE WORK SURFACE COUNTERS AT 48" MAXIMUM ABOVE THE FINISHED FLOOR, SHALL BE PROVIDED BY THE OWNER AT THE TIME OF CONSTRUCTION. 7) ALL APPLIANCES AND PLUMBING FIXTURES SHALL BE ENERGY STAR RATED OR HAVE FLOW-RATE RESTRICTIONS AS REQUIRED. 8) ALL APPLIANCE OUTLET LOCATIONS INDICATED ON THESE DRAWINGS TO BE COORDINATED WITH APPLIANCE MANUFACTURER'S INSTALLATION REQUIREMENTS. 9) SEE DWGS A-040 FOR KITCHEN MATERIALS, FINISHES AND PLUMBING / APPLIANCE SCHEDULES.

1'-3" CAB.

2'-6" CAB.

2'-7 1/2" CAB.

2'-7" CAB.

3/4"

2'-7 1/2" CAB.

10" CAB.

6'-10 1/2"

2'-2 3/4" CAB.

1'-3" CAB.

2'-1" CAB.

3/4"

11 3/4" CAB.

2'-6" CAB.

1'-3" CAB.

2'-1" CAB.

1'-4"

1'-7 1/2" CAB.

6'-1 1/4"

5'-7 1/4" VARIES* SEE PLANS 2'-8 1/2" 2'-0" CAB. CAB.

10'-7 3/4"

3'-3"

3'-5"

ADJUSTABLE SHELVE CABINETS TYP.

SS 01

PB 10

PB 10 3'-7"

3'-0"

3'-7"

3'-0"

3'-7" TYP.

3'-1"

3'-0"

3'-7"

3'-0"

7'-10"

1'-7"

SS 01

PB 12 KE 04

PB 12

SS 01

KE 04

SS 02

KE 04

3'-0"

PB 12

1'-7"

PB 12

SS 02 1'-7"

SS 02

8'-0"

SS 02

8'-0"

KE 11

1'-7"

KE 12

1'-7"

8'-0" 6'-8"

1'-7"

KE 12

KE 05 KE 06 2'-0 1/2"

T.O.SLAB ELEV=+0'-0"

10" CAB.

2'-6" RANGE

2'-6" W/S

3/4"

2'-7" REF.

3/4"

2'-6" W/S

T.O.SLAB ELEV=+0'-0"

KL-6 Elevation Oven SCALE:

F.F.E ELEV=+0'-1"

3/4"

1/2" = 1'-0"

2'-1" SINK CAB.

2'-6" CAB.

3/4"

1'-2 1/2"

1'-4" CAB.

2'-6" CAB.

3/4"

2'-1" SINK CAB.

SCALE:

1/2" = 1'-0"

3/4"11 3/4" CAB.

2'-6" RANGE 8'-11 1/2"

1'-3" CAB.

2'-3" CAB.

3/4"

1'-3 1/4" CAB.

2'-6" CAB.

Issue 100% DD Issue HPD FILING SET 2 DOB Initial Filing Set-Obj. Resp. 80% CD Issue 95% CD SET DOB Set Updates Issue for Construction

SCALE:

1/2" = 1'-0"

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

2'-1" CAB.

2'-1" SINK CAB.

Rev

KL-2 Elevation Oven

11'-11" 2'-7 1/2" CAB.

3/4"

2'-0" CAB.

10 1/2" CAB.

2'-1" CAB.

2'-7 1/2" CAB.

2'-0" CAB.

2'-7 1/2" CAB.

3/4"

3'-3"

3'-5"

2'-1" REF.

T.O.SLAB ELEV=+0'-0"

8'-1" VARIES* SEE PLANS

2'-1" CAB.

1'-4" CAB.

KL-4 Elevation WS

1/2" = 1'-0"

SCALE:

3/4"

T.O.SLAB ELEV=+0'-0"

1'-4"

2'-10" CAB.

10" CAB.

KL-5 Elevation Oven

4'-10" 2'-0" CAB.

1 3/4" 2'-0" GAS RANGE 7'-8 1/4"

F.F.E ELEV=+0'-1"

Date 09.20.19 11.19.19 11.26.19 12.04.19 03.13.20 04.10.20 10.01.20

1'-4"

F.F.E ELEV=+0'-1"

No 6 7 8 9 11 13 15

3/4"

2'-8 1/2"

3/4"

2'-0" DW.

GFI

2'-1" CAB.

3/4"

2'-6" SINK CAB.

3/4"

2'-0" DW.

2'-1" REF.

2'-1"

2'-6" RANGE

3/4"

2'-6" SINK CAB.

3/4"

2'-0" DW.

3/4"

2'-1" REF.

KL-4 Elevation Sink

1/2" = 1'-0"

SCALE:

KE 05

F.F.E ELEV=+0'-1" T.O.SLAB ELEV=+0'-0"

KL-5 Elevation Sink

SCALE:

2'-2 1/2"

T.O.SLAB ELEV=+0'-0"

SCALE:

2'-1"

PB 10 KE 02 7'-9 1/4" VARIES* SEE PLANS 3/4" 3/4" 2'-6" SINK CAB. 3/4" 2'-0" SEE BELOW #5 DW. DW

REF

KE 04

PB 12

PB 10

KE 02

2'-1"

GFI.

2'-6" RANGE / MICRO MW R

2'-7 1/2" SINK CAB. SEE NOTE #5

1/2" 1/2"

2'-0 1/4" DW. DW GFI.

2'-0" REF. REF

0"10 1/2"

10/8/2020 10:13:14 PM

2'-6" W/S

7'-10"

3/4"

GFI.

KE 05 1" OVERHANG

2'-6" RANGE/MICRO MW R

WATER LINE CONNECTION FOR REFRIGERATOR. REFER TO PLUMBING DRAWINGS & REFRIGERATOR INSTALLATION MANUAL. (TYP.)

KL-5 Plan SCALE:

Unit C @ 9th-14th Floor, Unit L @ 7th-8th Floor

1/2" = 1'-0"

KL-4 Plan SCALE:

Unit B @ 9th-32nd Floor

1/2" = 1'-0"

2'-0" DW. DW

3/4"

2'-6" W/S SEE NOTE #5 GFI.

THIRD AND THIRTY FOUR LLC

3/4"

1999 Marcus Avenue, suite 310 Lake Success, NY 11042

381 Park Avenue South, Suite 621 New York, NY 10016

PROJECT 509 3rd Avenue

A-701.00

TITLE KITCHEN PLANS & ELEVATIONS -2

3/4"

11 A-701.00

SCALE: 1/2" = 1'-0" DATE: PROJECT #: 18.126

WATER LINE CONNECTION FOR REFRIGERATOR. REFER TO PLUMBING DRAWINGS & REFRIGERATOR INSTALLATION MANUAL. (TYP.)

CLIENT 3/4"

New York, NY 10016

11 47/64" CAB. GFI.

10 GFI.

KL-2

6'-10 1/2"

GFI.

KL-4

13 A-701.00

2'-0"

KE 02

3/4"

1'-3 1/64" CAB. GFI.

KE 04

1'-4" CAB. 3/4" 2'-6" W/S SEE NOTE #5 3/4"

2'-6" SINK CAB. SEE NOTE #5

GFI.

1" OVERHANG

1/2" = 1'-0"

3/4"

8'-2 1/4"

2'-1" REF. REF

3/4"

6'-1 1/4"

10" CAB. GFI

8'-11 1/2"

GFI REF

1 1/8"

KL-5

PB 10

3/4"

WATER LINE CONNECTION FOR REFRIGERATOR. 1/2" REFER TO PLUMBING DRAWINGS & REFRIGERATOR INSTALLATION MANUAL. (TYP.)

2'-0"

SCALE:

2'-0" DW

1/2" = 1'-0"

KE 06

2'-6 1/2"

3/4"

2'-6 1/4"

A-701.00 15

5'-7 1/4" VARIES* SEE PLANS 2'-8 1/2" W/S 2'-0" SEE NOTE #5 RANGE / MICRO GFI MW R

KE 04

2'-6" RANGE / MICRO

1/2"

KE 04

4 1/4"

Unit C @ 24th-32nd Floor

3/4"

KE 05

11'-10"

2'-1 3/4"

GFI

2'-1" REF.

WATER LINE CONNECTION FOR REFRIGERATOR. REFER TO PLUMBING DRAWINGS & REFRIGERATOR H K INSTALLATION MANUAL. (TYP.)

KX 9 6"x12"

1'-3"

GFI

KE 05

KL-6

KL-6 Plan

2'-6" SINK CAB.

KL-2 Elevation Sink

1/2" = 1'-0"

9" 3/4" CAB.

PB 12 PB 12

10 3/4"

3'-0"

F.F.E ELEV=+0'-1"

PB 10

2'-10" SINK CAB. SEE NOTE #5

LR/DR

1'-7"

7'-10"

1'-7"

6'-9"

3'-7"

3'-0"

KE 02

2'-0"

PB 12

PB 10

1" OVERHANG

C:\Users\lmunoz\Documents\509 Third Ave_TOWER_lmunoz.rvt

3'-0"

KE 02

PB 10

KE 05

T.O.SLAB ELEV=+0'-0"

1/2" = 1'-0"

PB 10

2'-0"

SCALE:

NOTES:

KE 02

2'-1"

KL-6 Elevation Sink

SS 01

KE 02

PB 12 SS 01

SS 01

GFI.

2'-0" DW.

T.O.SLAB ELEV=+0'-0"

KE 02

F.F.E ELEV=+0'-1"

3'-0"

3'-7"

PB 10

SS 02

PB 12

3'-7"

SS 01

PB 12

SS 02

3'-7"

6'-8"

PB 12

SS 02

8'-0"

8'-1"

1'-7"

8'-0"

SS 02

8'-0"

KE 12

KL-2 Plan SCALE:

Unit P @ 2th - 7th Floor

1/2" = 1'-0"

A-701.00

ISMAEL LEYVA A R C H I T E C T S,

P. C.

KITCHEN NOTES:

3/4"

2'-7 3/4" CAB.

2) REFER TO SERIES A-800 RCPs FORCEILING HEIGHTS & CONDITIONS, LOCATIONS OF CEILING LIGHTS, HVAC AND EXHAUST GRILLES FOR EACH INDIVIDUAL KITCHEN.

1'-3 1/2" CAB.

7'-10"

6'-8"

1'-7"

3'-3"

1'-2"

3) SOFFIT HEIGHT MAY VARY BY FLOOR. SEE BUILDING SECTION AND A-800 SERIES ARCHITECTURAL RCPs.

SS 02 PB 12

PB 10

3'-0"

3'-7"

Structural Engineer One Penn Plaza, 250 W 34th St, 2nd Fl. New York, NY 10119

4) ALL APPLIANCE OUTLET LOCATIONS INDICATED ON THESE DRAWINGS TO BE COORDINATED WITH APPLIANCE MANUFACTURER'S INSTALLATION REQUIREMENTS.

(212) 687-9888 - TEL

5) ADAPTABILITY OF KITCHEN SINK AND WORK SURFACE COUNTERS:

MEP Engineer

217-22 Nothern Boulevard Bayside, New York, NY 11361 (718) 224-9091 - TEL (718) 224-9143 - FAX

MEP FP Engineer

SS 01

(c) BASE CABINETS SHALL BE REMOVABLE UNDER THE SINK AND WORK SURFACE COUNTERTOPS. THE FINISHED FLOOR SHALL EXTEND UNDER THE COUNTER TO THE WALL.

PB 06

(d) COUNTER THICKNESS AND SUPPORTING STRUCTURE SHALL BE 2 IN MAXIMUM OVER THE REQUIRED CLEAR AREA.

F.F.E ELEV=+0'-1"

WSP USA

2'-7" REF.

T.O.SLAB ELEV=+0'-0"

3/4"

1'-10 1/4"

2'-1" SINK CAB.

KU-1 Elevation Ref

8) ALL APPLIANCE OUTLET LOCATIONS INDICATED ON THESE DRAWINGS TO BE COORDINATED WITH APPLIANCE MANUFACTURER'S INSTALLATION REQUIREMENTS.

1/2" = 1'-0"

SCALE:

9) SEE DWGS A-040 FOR KITCHEN MATERIALS, FINISHES AND PLUMBING / APPLIANCE SCHEDULES.

12'-1 1/4"

7'-1" 2'-10 1/2" CAB.

2'-0" CAB.

3/4"

2'-1" CAB.

3/4"

1'-3" CAB.

10" CAB.

2'-3" CAB.

2'-0 1/4" CAB.

1'-3" CAB.

5'-0"

4'-5"

3'-3 5/8"

3'-5 5/8"

1'-4"

1'-11 7/8"

8'-0"

SS 02

PB 10

3/4"

2'-0" DW.

3/4"

2'-1" REF.

3/4"

KE 04 KE 02

SCALE:

F.F.E ELEV=+0'-1" 2'-1"

2'-0" DW.

3/4"

2'-6" SINK CAB.

3/4"

3'-0" CAB.

1 3/8"

2'-2 1/2"

SCALE:

1 1/2"

1/2" = 1'-0"

3/4"

2'-0" DW.

T.O.SLAB ELEV=+0'-0"

KU-1 Elevation Sink

1/2" = 1'-0"

7/8"

F.F.E ELEV=+0'-1"

T.O.SLAB ELEV=+0'-0"

KL-7A Elevation W/D

3'-0"

3'-7"

3'-0"

3'-7"

KE 05

SS 01 PB 10

3'-7"

PB 10

3'-0"

SS 01

3'-7"

T.O.SLAB ELEV=+0'-0"

2'-6" SINK CAB.

PB 12

SS 01

KE 02

3/4"

PB 12

SS 01

KE 02

F.F.E ELEV=+0'-1"

SS 02

PB 12

SS 02

0" 7"

PB 12

6'-8"

7'-10"

1'-7"

8'-0"

SS 02

2'-6" SINK CAB. 7'-7"

3/4"

2'-10"

3/4"

2'-6"

3/4"

2'-6" 3/4" SINK CAB. 7'-3 3/4"

T.O.SLAB ELEV=+0'-0"

KG-2 Elevation Sink

1/2" = 1'-0"

SCALE:

KE 02 F.F.E ELEV=+0'-1"

2'-0"

3/4"

No 6 7 8 9 11 13 15

Date 09.20.19 11.19.19 11.26.19 12.04.19 03.13.20 04.10.20 10.01.20

Rev

Issue 100% DD Issue HPD FILING SET 2 DOB Initial Filing Set-Obj. Resp. 80% CD Issue 95% CD SET DOB Set Updates Issue for Construction

K1-GA Elevation sink SCALE:

1/2" = 1'-0"

6'-10 3/4" 8'-1 1/4" 1'-0" CAB.

2'-6" CAB.

6'-7"

2'-7 1/2" CAB.

1'-4" CAB.

1'-1"

1'-9" CAB.

2'-6" CAB.

1'-0" CAB.

3/4"

1'-0" CAB.

1'-3" CAB.

2'-0" CAB.

1'-4 3/4" CAB.

3'-3"

3'-5"

1'-4"

2'-1" CAB.

KE 12

KE 11

SS 02

1'-7"

6'-8"

1'-7"

PB 12

8'-0"

KE 12

7'-10"

8'-0"

1'-7"

3'-5"

1'-4"

2'-1 1/2" CAB.

SS 01

KE 04

KE 03

NOTES:

KE 04

3'-7"

3'-0"

KE 04

3'-0"

3'-7"

3'-0"

3'-7"

PB 10

KE 06 KE 05 F.F.E ELEV=+0'-1"

2'-1 1/2" CAB.

T.O.SLAB ELEV=+0'-0"

1'-0" CAB.

2'-6" GAS RANGE

3/4"

2'-6" W/S

3/4"

2'-1" SINK CAB.

KL-7A Elevation Oven SCALE:

F.F.E ELEV=+0'-1"

T.O.SLAB ELEV=+0'-0"

2'-1" CAB.

1'-0" CAB.

2'-6" GAS RANGE

1'-0" CAB.

KU-1 Elevation Oven

1/2" = 1'-0"

F.F.E ELEV=+0'-1"

SCALE:

1/2" = 1'-0"

1'-1" CAB.

2'-6" GAS RANGE

F.F.E ELEV=+0'-1"

1'-0" CAB.

KG-2 Elevation Oven SCALE:

3/4"

T.O.SLAB ELEV=+0'-0"

1/2" = 1'-0"

2'-1" REF.

3/4"

1'-3" CAB.

2'-0" GAS RANGE

1'-5" CAB.

K1-GA Elevation Oven SCALE:

1/2" = 1'-0"

2'-1 1/2" W/S SEE NOTES #5

7'-0"

GFI

REF

2'-7" REF.

REF 2'-1" REF.

3/4"

DW GFI 2'-0" 3/4" DW.

2'-6" SINK CAB. SEE NOTE #5

WATER LINE CONNECTION FOR REFRIGERATOR. REFER TO PLUMBING DRAWINGS & REFRIGERATOR INSTALLATION MANUAL. (TYP.)

3/4"

1999 Marcus Avenue, suite 310 Lake Success, NY 11042

GFI

2'-0"

3'-4 7/8" 1" OVERHANG

7'-5"

2'-5"

GFI MW

2'-0"

7'-10 1/4"

A-702.00

381 Park Avenue South, Suite 621 New York, NY 10016

PROJECT 509 3rd Avenue New York, NY 10016

KG-1A

TITLE

2'-0"

GFI

KITCHEN PLANS & ELEVATIONS -3

DW 3/4"

3'-5"

2'-1 1/2"

1" OVERHANG

GFI

GFI 1/4" W/S. SEE BELOW #5

2'-0" DW. 7'-4"

KE 02

2'-2"

A-702.00 10

THIRD AND THIRTY FOUR LLC

1'-6 1/2"

GFI

11" 2'-6" RANGE / MICRO

7'-2" 1'-1"

GFI 1'-0"

KE 06

2'-7" REF. REF

13 A-702.00 11

KE 04

R 2'-6" RANGE / MICRO 6'-7"

GFI

2'-0" RANGE / MICRO R MW

GFI 1'-0"

10"

KE 06

2'-1"

WATER LINE CONNECTION FOR REFRIGERATOR. REFER TO PLUMBING DRAWINGS & REFRIGERATOR INSTALLATION MANUAL. (TYP.)

GFI 1'-3"

GFI

2'-1"

PB 10

3/4"

1'-10 1/4"

6'-7"

8'-3"

2'-6" RANGE / MICRO

GFI

3'-2 7/8" W/S SEE NOTE #5

2'-1"

3/4"

WATER LINE CONNECTION FOR REFRIGERATOR. REFER TO PLUMBING DRAWINGS & REFRIGERATOR INSTALLATION MANUAL. (TYP.)

PB 12

2'-7 1/2" W/S SEE NOTE #5

2'-7 1/2" SINK CAB. SEE NOTE #5

KE 04

GFI

2'-0"

1'-4"

2'-1" REF. REF

KE 02

1'-0" CAB.

2'-0 7/8" DW

7'-1"

SCALE: 1/2" = 1'-0" DATE: PROJECT #: 18.126

PB 12

PB 10

KE 02

KE 05

10/8/2020 10:13:32 PM

PB 10

12'-1 1/4"

WATER LINE CONNECTION FOR REFRIGERATOR. REFER TO PLUMBING DRAWINGS & REFRIGERATOR INSTALLATION MANUAL. (TYP.)

PB 12

3/4"

1" OVERHANG

PB 10

KE 02

2'-1"

A-702.00 16

CLIENT

KE 03

PB 12

GFI

KE 05

KE 04

C:\Users\lmunoz\Documents\509 Third Ave_TOWER_lmunoz.rvt

2'-1" 1'-3"

A-702.00

KL-7A Plan Unit M @ 2nd - 3rd Floor SCALE:

1/2" = 1'-0"

KU-1 Plan SCALE:

Unit E @ 9th-14TH Floor

1/2" = 1'-0"

KG-2 Plan SCALE:

Unit C @ 23rd Floor

1/2" = 1'-0"

KG-1A Plan SCALE:

Unit H @ 2nd - 8th Floor

1/2" = 1'-0"

ISMAEL LEYVA A R C H I T E C T S,

P. C.

KITCHEN NOTES:

WSP USA

Structural Engineer One Penn Plaza, 250 W 34th St, 2nd Fl. New York, NY 10119

4) ALL APPLIANCE OUTLET LOCATIONS INDICATED ON THESE DRAWINGS TO BE COORDINATED WITH APPLIANCE MANUFACTURER'S INSTALLATION REQUIREMENTS.

(212) 687-9888 - TEL

5) ADAPTABILITY OF KITCHEN SINK AND WORK SURFACE COUNTERS:

MEP Engineer

217-22 Nothern Boulevard Bayside, New York, NY 11361 (718) 224-9091 - TEL (718) 224-9143 - FAX

MEP FP Engineer

7'-8"

10'-11 1/2"

3/4" 11 3/4" CAB.

2'-6" CAB.

2'-0 1/2"

1'-4"

2'-0" CAB.

1'-1 1/2" CAB.

2'-7 1/2" CAB.

2'-0" CAB.

SS 02

SS 01 PB 10

T.O.SLAB ELEV=+0'-0"

3/4" 11 3/4" CAB.

2'-6" GAS RANGE

1'-3" DW.

3/4"

1'-0" 3/4" 2'-0" 3/4" CAB. GAS RANGE

T.O.SLAB ELEV=+0'-0"

1/2" = 1'-0"

SCALE:

PB 10

KE 02

F.F.E ELEV=+0'-1"

2'-1" SINK CAB.

KL-2A Elevation Oven

SS 01

PB 10

24" DW

KE 02

KE 05 2'-1" REF.

SS 01

KE 03

KE 04 F.F.E ELEV=+0'-1"

PB 12

3'-0"

24" DW

3'-0"

3'-7"

30" OVEN

PB 12

3'-7"

PB 12

24" REF

SS 02

8'-0"

KE 11

1'-7"

7'-10"

KE 12

1'-7"

6'-8"

1'-7"

30" MW/VENT

3'-3"

1'-2"

2'-1" CAB.

1'-0" 3/4" 3/4" CAB.

2'-6" 3/4" SINK CAB.

2'-0" DW.

3/4"

KL-1 Elevation Oven/Sink SCALE:

F.F.E ELEV=+0'-1"

1/2" = 1'-0"

3/4"

2'-0" DW.

T.O.SLAB ELEV=+0'-0"

3/4"

2'-6" SINK CAB. 7'-3 3/4"

3/4"

2'-7 1/2" CAB.

No 7 8 9 11 13 15

Date 11.19.19 11.26.19 12.04.19 03.13.20 04.10.20 10.01.20

Rev

Issue HPD FILING SET 2 DOB Initial Filing Set-Obj. Resp. 80% CD Issue 95% CD SET DOB Set Updates Issue for Construction

KG-1 Elevation Sink SCALE:

1/2" = 1'-0"

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

9 3/4" CAB.

2'-7 1/2" CAB.

2'-0" CAB.

2'-7 1/2" CAB.

3/4" 7'-1" 3/4"

3/4"

2'-7 1/2" CAB.

1'-5 1/4" CAB.

9 1/2"

2'-0" CAB.

1'-5 1/4" CAB.

3/4"

2'-1" CAB.

3/4"

3'-5"

3'-3"

1'-2"

1'-4"

2'-1" CAB.

7'-10"

1'-7"

KE 12 KE 11

SS 02 PB 12

PB 10

1" 9" 3/4" CAB.

2'-6" 3/4" SINK CAB. 10'-3 1/4"

2'-0" DW.

3/4"

2'-6" W/S

3'-7"

KE 05

NOTES:

KE 05

3/4" 3/4"

F.F.E ELEV=+0'-1"

KL-2A Elevation Sink

1/2" = 1'-0"

SCALE:

3'-0"

KE 04

3/4"

2'-1" REF.

3/4"

2'-6" W/S

3/4"

2'-1"

1'-5 1/4" CAB.

T.O.SLAB ELEV=+0'-0"

KL-1 Elevation Ref SCALE:

KE 03

F.F.E ELEV=+0'-1"

T.O.SLAB ELEV=+0'-0"

8'-0"

3'-0"

3'-7"

2'-2 1/2" GAS RANGE

T.O.SLAB ELEV=+0'-0"

SS 01

KE 02 F.F.E ELEV=+0'-1"

SS 02

6'-8"

SS 01

1'-7"

SS 02

1/2" = 1'-0"

2'-0" GAS RANGE

1'-5 1/4" 3/4" CAB.

2'-1" REF.

3/4"

KG-1 Elevation Oven SCALE:

1/2" = 1'-0"

KE 05 PB 10

4'-10"

KE 02 3/4"

8'-0 3/4" 2'-7 1/2" SINK CAB. SEE NOTES #5

2'-0" DW.

GFI

CLIENT

3/4" 3/4" 2'-6 3/4" W/S SEE NOTE #5 GFI

KE 03

WATER LINE CONNECTION FOR REFRIGERATOR. REFER TO PLUMBING DRAWINGS & REFRIGERATOR INSTALLATION MANUAL. (TYP.)

GFI 1'-3"

GFI

2'-7 1/2" W/S. SEE NOTE #5

2'-1" REF. REF

KE 05

1'-3" 2"

GFI

1'-5 1/4" 3/4"

GFI

THIRD AND THIRTY FOUR LLC 2'-1" REF. REF

1999 Marcus Avenue, suite 310 Lake Success, NY 11042

3/4"

3'-7 1/2"

TITLE

KITCHEN PLANS & ELEVATIONS -4 2'-1"

GFI

KE 02

WATER LINE CONNECTION FOR REFRIGERATOR. REFER TO PLUMBING DRAWINGS & REFRIGERATOR INSTALLATION MANUAL. (TYP.)

KG-1

GFI 2'-0" D/W

1/2"

DW 3/4"

2'-0" REF. REF

1/2"

11 1/2" CAB. GFI

2'-1"

1'-1 1/2" CAB.

GFI MW R

GFI 3/4" 2'-6" CAB SINK. 1'-1 1/2" SEE NOTE #5 8'-11 1/4"

2'-0" RANGE/MICRO

1'-3" CAB. GFI 2'-6" RANGE / MICRO R MW

KE 04 6'-10 1/2"

A-703-00

3/4"

PB 10

A-703-00

New York, NY 10016

PB 12

KE 05

PB 10

381 Park Avenue South, Suite 621 New York, NY 10016

PROJECT 509 3rd Avenue

PB 12

KL-1

WATER LINE CONNECTION FOR REFRIGERATOR. REFER TO PLUMBING DRAWINGS & REFRIGERATOR INSTALLATION MANUAL. (TYP.)

SCALE: 1/2" = 1'-0" DATE: PROJECT #: 18.126

KE 02

1" OVERHANG

1'-3"

KE 03

10/8/2020 10:13:45 PM

C:\Users\lmunoz\Documents\509 Third Ave_TOWER_lmunoz.rvt

9 1/2" CAB.

1/2"

2'-0"

PB 12

2'-1"

A-703-00

KL-2A Plan SCALE:

Unit P @ 7th and 8th Floor

1/2" = 1'-0"

KL-1 Plan SCALE:

Unit D,E,F,J @ 2nd-3rd & 7th-8th Floor

1/2" = 1'-0"

KG-1 Plan SCALE:

Unit G @ 2nd - 8th Floor

1/2" = 1'-0"

ISMAEL LEYVA A R C H I T E C T S,

P. C.

KITCHEN NOTES:

WSP USA

Structural Engineer One Penn Plaza, 250 W 34th St, 2nd Fl. New York, NY 10119

4) ALL APPLIANCE OUTLET LOCATIONS INDICATED ON THESE DRAWINGS TO BE COORDINATED WITH APPLIANCE MANUFACTURER'S INSTALLATION REQUIREMENTS.

(212) 687-9888 - TEL

5) ADAPTABILITY OF KITCHEN SINK AND WORK SURFACE COUNTERS:

MEP Engineer

217-22 Nothern Boulevard Bayside, New York, NY 11361 (718) 224-9091 - TEL (718) 224-9143 - FAX

MEP FP Engineer

9'-8 1/2" 3/4"

2'-7 1/2" CAB.

2'-0 3/4" CAB.

2'-6" CAB.

10 1/2"

3'-1 3/8" CAB.

1'-3"

2'-9" COLUMN

2'-0" CAB.

1'-10" CAB.

3/4"

SS 02

1'-7"

7'-10"

PB 12

SS 01

PB 10

KE 02

3'-0"

3'-7"

1'-7"

KE 12

PB 12

3'-0"

3'-7"

KE 12 8'-0"

2'-1" CAB.

3'-3"

3/4"

2'-1 1/2"

3'-5"

9'-4 3/4"

T.O.SLAB ELEV=+0'-0"

3/4"

3/4" 2'-1" REF.

3/4"

2'-0" GAS RANGE

2'-0" DW.

2'-6" SINK CAB.

KE 05

F.F.E ELEV=+0'-1"

2'-1"

T.O.SLAB ELEV=+0'-0"

KG-5 Elevation Sink SCALE:

KE 02

F.F.E ELEV=+0'-1"

KE 03

3'-0 3/4" SINK CAB.

3/4"

2'-9"

2'-0" DW.

1'-10" CAB.

3/4"

No 8 9 11 13 15

Date 11.26.19 12.04.19 03.13.20 04.10.20 10.01.20

Rev

Issue DOB Initial Filing Set-Obj. Resp. 80% CD Issue 95% CD SET DOB Set Updates Issue for Construction

KG-6 Elevation Sink

1/2" = 1'-0"

3/4"

KE 04

1/2" = 1'-0"

SCALE:

6'-10 1/2"

2'-1"

3/4"

2'-2" CAB.

2'-1" CAB.

3/4"

2'-6"

2'-1 3/4"

3'-3"

3'-5"

1'-4"

2'-10 1/2" CAB.

8'-0"

1'-7"

SS 02

6'-7"

1'-7"

7'-10"

KE 12

SS 01

NOTES: 3'-0"

3'-7"

3'-0"

3'-7"

SS 01

2'-10 1/2" CAB

T.O.SLAB ELEV=+0'-0"

3/4"

2'-1" W/D

2'-1" CLOSET

2'-2" REF.

T.O.SLAB ELEV=+0'-0"

KG-5 Elevation W/D SCALE:

2'-1"

F.F.E ELEV=+0'-1"

KE 04

2'-6" GAS RANGE

2'-1 3/4" CAB.

KG-6 Elevation Oven

1/2" = 1'-0"

3/4"

KE 05

1/2" = 1'-0"

SCALE:

2'-0 1/2"

SCALE:

Unit M @ 4th - 8th Floor

1/2" = 1'-0"

1999 Marcus Avenue, suite 310 Lake Success, NY 11042

GIF

381 Park Avenue South, Suite 621 New York, NY 10016

2'-0"

GIF

THIRD AND THIRTY FOUR LLC

3/4"

PROJECT 509 3rd Avenue

KITCHEN PLANS & ELEVATIONS -5

A-704-00

3/4"

SCALE: 1/2" = 1'-0" DATE: PROJECT #: 18.126

REF

2'-2" REF.

KE 05

KG-5 Plan

1'-10"

New York, NY 10016

WATER LINE CONNECTION FOR REFRIGERATOR. REFER TO PLUMBING DRAWINGS & REFRIGERATOR INSTALLATION MANUAL. (TYP.)

2'-11 1/2" 5'-0 1/4"

2'-0"

1" OVERHANG

GIF

2'-1 3/4" W/S. SEE NOTE #5 6'-10 1/2"

KE 05

6" 2'-0 3/4"

1/4"

GFI

2'-9"

TITLE

KE 04

2'-0" DW.

GFI R

2'-0" 3/4" RANGE/MICRO.

KE 03

KE 02

W/D

CLIENT

KE 02

9'-9 1/4"

2'-6" RANGE/MICRO

2'-1" REF. 2'-6" SINK CAB. 3/4" 3/4" SEE NOTE #5 9'-4 3/4"

3'-2 1/4" SINK CAB. SEE NOTE #5

3/4"

REF DW

A-704-00

PB 10

PB 12

10/8/2020 10:13:56 PM

PB 12

WATER LINE CONNECTION FOR REFRIGERATOR. REFER TO PLUMBING DRAWINGS & REFRIGERATOR INSTALLATION MANUAL. (TYP.) PB 10

C:\Users\lmunoz\Documents\509 Third Ave_TOWER_lmunoz.rvt

3/4"

KE 03

KG-6 Plan SCALE:

Unit P @ 8th Floor

1/2" = 1'-0"

A-704-00

ISMAEL LEYVA A R C H I T E C T S,

P. C.

WSP USA

Structural Engineer One Penn Plaza, 250 W 34th St, 2nd Fl. New York, NY 10119 (212) 687-9888 - TEL

MEP Engineer MEP FP Engineer

F.C.E

F.F.E

T.O.S. EL + 30' - 2"

217-22 Nothern Boulevard Bayside, New York, NY 11361 (718) 224-9091 - TEL (718) 224-9143 - FAX

No 7 8 9 11 13 15

MAILROOM ELEVATION - 6 SCALE:

1/2" = 1'-0"

MAILROOM ELEVATION - 5 SCALE:

1/2" = 1'-0"

MAILROOM ELEVATION - 4 SCALE:

1/2" = 1'-0"

Date 11.19.19 11.26.19 12.04.19 03.13.20 04.10.20 10.01.20

Rev

Issue HPD FILING SET 2 DOB Initial Filing Set-Obj. Resp. 80% CD Issue 95% CD SET DOB Set Updates Issue for Construction

MAILROOM ELEVATION - 3 SCALE:

1/2" = 1'-0"

2 3 4

EN-105.00 A-301.00 Z-006.00 F.C.E

NOTES:

F.F.E T.O.S. EL + 30' - 2"

MAILROOM ELEVATION - 2 SCALE:

1/2" = 1'-0"

F.C.E

A-740.00

C:\Users\lmunoz\Documents\509 Third Ave_TOWER_lmunoz.rvt

4'-2"

A-740.00

CLIENT THIRD AND THIRTY FOUR LLC 1999 Marcus Avenue, suite 310 Lake Success, NY 11042

381 Park Avenue South, Suite 621 New York, NY 10016

A-740.00

PROJECT 509 3rd Avenue New York, NY 10016

TITLE MAIL ROOM PLAN, ELEVATIONS & DETAILS

SCALE: As indicated DATE: PROJECT #: 18.126

FIRE SERVICE ACCESS ELEVATOR

10/8/2020 10:14:15 PM

F.F.E T.O.S. EL + 30' - 2"

A-740.00

MAILBOX DETAILS SCALE:

1 1/2" = 1'-0"

MAILROOM ELEVATION - 1 SCALE:

1/2" = 1'-0"

GFI

MAILROOM PLAN SCALE:

1/2" = 1'-0"

ISMAEL LEYVA A R C H I T E C T S,

FOR GRAB BARS AND BLOCKING SIZE, LOCATION AND MOUNTING HEIGHT PLEASE SEE NOTES A-796

F.C.E ELEV=+8'-0"

5'-9 1/2"

F.C.E ELEV=+8'-0"

P. C.

1'-6" MIN.

1'-10 1/2"

2'-4" VANITY

1'-7"

PB-23 PB-23

T.O. SLAB ELEV=+0'-0"

1'-10 1/2"

2'-6 7/8"

8'-3"

BA-03

PB-01

PB-05 PB-23 PB-22

MC-1

MEP Engineer MEP FP Engineer

5'-0" CLEARANCE

PB-03

19 A-750.00 17

3'-2"

3'-4"

PB-23 PB-22 PB-05

(212) 687-9888 - TEL

BA-4

4'-10"

PB-02 B.O.MIRROR 40" MAX. AFF.

3'-8"

2'-5 1/2"

8'-2" *VARIES* REFER TO PLANS 2'-0"

7'-0"

2'-4"

BA-01

1'-6 1/2"

#1 no te se e

PB-03

1'-2 1/2"

BA-03

PB-03

F.F.E ELEV=+0'-1"

T.O. SLAB ELEV=+0'-0"

7'-1"

217-22 Nothern Boulevard Bayside, New York, NY 11361 (718) 224-9091 - TEL (718) 224-9143 - FAX

1'-1 1/8"

8'-1 15/16"

T.O. SLAB ELEV=+0'-0"

1'-6" MIN.

PB-05 1'-2 1/2"

F.F.E ELEV=+0'-1"

5'-9 1/2" 8'-3"

3'-2" C.L. OF GFI 2'-10" MAX. VANITY

1'-6" TYP.

3'-4" B.O.M.

F.F.E ELEV=+0'-1"

PB-22 PB-23

Structural Engineer 1'-2 1/2"

BA-04

VARIES SEE RCP

VARIES` SEE RCP

PF-04 1'-6" TYP.

PB-03

2'-5 1/2"

BA-01

WSP USA

2'-5"

PF-04

PB-21

PB-02 PB-01

BA-04 3'-5"

3'-2"

3'-7" CL. OF SWITCH

4'-6" A.F.F ROBE HOOK

BA-03

PB-01 PB-02

One Penn Plaza, 250 W 34th St, 2nd Fl. New York, NY 10119

PB-21

MC-1

MC-1 VARIES SEE RCP

VARIES SEE RCP

3'-0"

4'-4"

BA-06

3'-1 1/4"

B 8'-2 1/2"

ALTERNATIVE DOOR LOCATION - SEE PLANS

1/2" = 1'-0"

BA-4 Elevation Toilet SCALE:

1/2" = 1'-0"

BA-4 Elevation Vanity SCALE:

1/2" = 1'-0"

BA-4 Elevation Tub SCALE:

A-215, A-216

15,16

BA-4 (ADA)

1/2" = 1'-0"

SCALE:

1/2" = 1'-0"

FOR GRAB BARS AND BLOCKING SIZE, LOCATION AND MOUNTING HEIGHT PLEASE SEE NOTES A-796 F.C.E ELEV=+8'-0"

F.C.E ELEV=+8'-0"

1'-6" MIN.

1'-7"

PB-23

PB-02

PF-04

PB-23

1'-5" MIN.

1'-7"

2'-4" VANITY

15 B

5'-5"

SCALE:

1/2" = 1'-0"

BA-3 Elevation Shower SCALE:

6'-2 1/2"

T.O. SLAB ELEV=+0'-0"

1/2" = 1'-0"

BA-3 Elevation Vanity SCALE:

1/2" = 1'-0"

2'-6"

7'-11"

No 1 2 6 7 8 9 11 13 15

T.O. SLAB ELEV=+0'-0" FLOOR

A-203 - A-208

PB-22

BA-6 12 A-750.00 14

DRAWING

BA-3 Elevation MC

PB-23

F.F.E ELEV=+0'-1"

2'-6 1/2"

7'-11 1/2"

3 1/2"

6'-2 1/2"

4'-4" 7'-0"

F.F.E ELEV=+0'-1"

T.O. SLAB ELEV=+0'-0"

6'-3"

PF-04

BA-01

13 BA-04

B.O. MIRROR 40" MAX.AFF.

PF-04

F.F.E ELEV=+0'-1"

6'-3"

T.O. SLAB ELEV=+0'-0"

BA-01

BA-04

3'-7" CL. OF SWITCH 1'-6" TYP.

3'-2"

SHOWER CURB

4'-6" A.F.F ROBE HOOK

BA-01

3'-7"

PB-01

B.O. MIRROR 40" MAX.AFF. 1'-6" TYP.

BA-03

PB-02 PB-01

3'-2" C.L. OF GFI

PB-02

5'-6 1/2" 8'-1"

VARIES SEE RCP

PB-23

2'-10" MAX. VANITY

B.O. MIRROR 40" MAX.AFF.

VARIES SEE RCP

PB-22

VARIES SEE RCP

PB-21 PB-23 PB-22

PB-21

3'-5"

3'-2"

4'-4"

4'-4" 3'-0"

MC-1

F.F.E ELEV=+0'-1"

PB-01

BA-03

2'-6 1/2"

2'-4" VANITY

F.C.E ELEV=+8'-0"

BA-06

MC-1

1'-7"

6'-2 1/2"

SCALE:

APARTMENTS

9, 10-14

1'-10"

BA-4 Elevation Door

FLOOR

A-209, A-210

4'-4 1/2"

DRAWING

BA-3 Elevation Door SCALE:

A-209 - A-210

9-10

A-215 - A-216

15-16

D,E

A-223

Rev

Issue DOB Initial Filing Set 100% SD Issue 100% DD Issue HPD FILING SET 2 DOB Initial Filing Set-Obj. Resp. 80% CD Issue 95% CD SET DOB Set Updates Issue for Construction

BA-3

1/2" = 1'-0"

APARTMENTS

2-8

Date 06.26.19 06.28.19 09.20.19 11.19.19 11.26.19 12.04.19 03.13.20 04.10.20 10.01.20

SCALE:

1/2" = 1'-0"

PB-05

PB-03

2'-5"

4'-10"

PB-23 PB-22

F.C.E ELEV=+8'-0"

F.C.E ELEV=+0'-0"

1'-0" VARIES SEE PLANS

BA-06

BA-2

1'-6" MIN.

1'-11"

2'-4" VANITY

BA-2 Elevation Vanity SCALE:

5'-5 1/2"

T.O. SLAB ELEV=+0'-0"

5'-10"

5'-5 1/2"

3'-0"

6'-9 1/2"

PF-04 PB-01

NID

2'-5"

1'-0"

F.F.E ELEV=+0'-1"

4'-10"

T.O. SLAB ELEV=+0'-0"

2'-5"

BA-2 ElevationTub SCALE:

3'-4"

5'-5 1/2"

FOR GRAB BARS AND BLOCKING SIZE, LOCATION AND MOUNTING HEIGHT PLEASE SEE NOTES A-796

1'-6" MIN.

T.O. SLAB ELEV=+0'-0"

BA-2 Elevation Toilet SCALE:

1'-11"

5'-10"

7'-10 1/2"

1/2" = 1'-0"

2'-4" VANITY

F.F.E ELEV=+0'-1"

T.O. SLAB ELEV=+0'-0"

5'-10"

1'-6" TYP.

PB-03

PF-04

FLOOR

APARTMENTS

A-202, A-203, A207, A-208, A-223

A,K,M

A-203, A207, A-208

3-6, 7, 8

A,M

A-223

DRAWING

1/2" = 1'-0"

NOTES:

PB-02

3'-2"

3'-5" 1'-2 1/2"

F.F.E ELEV=+0'-1"

BA-2 Elevation Door SCALE:

BA-01

3'-5"

PB-03

7'-10 1/2"

1/2" = 1'-0"

VARIES SEE RCP

7'-0"

F.F.E ELEV=+0'-1"

1'-6 1/2"

PB-03

BA-04

PB-23 PB-22 PB-05

3'-8"

PB-23 PB-05

A-750.00 10

PB-22

1'-2 1/2"

4'-6" A.F.F ROBE HOOK

PB-01

3'-7" CL. OF SWITCH

2'-10" MAX. VANITY

PF-04

BA-03

MC-1

BA-03

2'-10" MAX. VANITY

B.O. MIRROR 40" MAX.AFF.

BA-01

BA-04 3'-2" C.L. OF GFI

B.O. MIRROR 40" MAX.AFF. 1'-6" TYP.

BA-03

PB-02 BA-01

MC-1

VARIES SEE RCP

PB-01

PB-21

3'-0"

PB-03 PB-02

4'-4"

MC-1

5'-5 1/2"

PB-19

PB-23

7'-10 1/2"

1'-7"

F.C.E ELEV=+8'-0"

BA-2

1/2" = 1'-0"

SCALE:

1/2" = 1'-0"

CLIENT 4' - 10"

EQ 2'-5"

F.C.E ELEV=+8'-0"

PB-22

PB-03

PB-19

F.C.E ELEV=+8'-0"

381 Park Avenue South, Suite 621 New York, NY 10016

PB-23

4'-10"

1/2" = 1'-0"

PB-03

1'-6" MIN.

BA-1 Elevation Vanity SCALE:

1/2" = 1'-0"

1'-9 1/2"

2'-4" VANITY 8'-1 1/2"

2'-5"

6'-3"

T.O. SLAB ELEV=+0'-0"

BA-1 Elevation Tub SCALE:

1/2" = 1'-0"

8'-2"

BA-1 Elevation door SCALE:

1/2" = 1'-0"

1'-9 1/2"

TITLE

BA-1

1'-6" MIN.

3'-7" CL. OF SWITCH 5'-9"

New York, NY 10016

BATHROOM PLANS & ELEVATIONS -1

MC-1 3'-4" 6'-3"

F.F.E ELEV=+0'-1" 2'-5"

PROJECT 509 3rd Avenue

BA-04

PB-03

T.O. SLAB ELEV=+0'-0"

4'-6" A.F.F ROBE HOOK

PF-04

3'-2"

F.F.E ELEV=+0'-1"

5'-8 1/2"

6'-9 1/2" 1'-2 1/2"

PB-05

BA-01

BA-03

BA-01

F.F.E ELEV=+0'-1"

T.O. SLAB ELEV=+0'-0"

BA-05

3'-2"

2' - 10" MAX. VANITY

1'-6 1/2"

PB-01

VARIES SEE RCP

7'-0"

F.F.E ELEV=+0'-1"

1'-2 1/2"

PB-03

BA-03

3'-8"

PB-22 PB-23 PB-05

2'-10" MAX. VANITY

3'-2" C.L. OF GFI

PF-04 1' - 6" TYP.

B.O. MIRROR 40" MAX.AFF.

BA-01

BA-04

VARIES SEE RCP

PB-02

B.O. MIRROR 40" MAX.AFF.

VARIES SEE RCP B.O. MIRROR 40" MAX.AFF. 0" MAX. VANITY

1'-6" TYP.

3'-5"

SCALE:

PB-02

1'-2 1/2"

3'-0" VARIES SEE RCP

PF-04

BA-1 Elevation Toilet

PB-21

PB-01

A-750.00

PB-01

PB-21

BA-04

MC-1

BA-03

4'-4"

BA-06

MC-1

PB-02

2'-4" VANITY

PB-19

6'-3"

10/8/2020 10:14:36 PM

PB-05

1'-7"

1'-5"

1999 Marcus Avenue, suite 310 Lake Success, NY 11042

8'-1 1/2"

C:\Users\lmunoz\Documents\509 Third Ave_TOWER_lmunoz.rvt

THIRD AND THIRTY FOUR LLC

T.O. SLAB ELEV=+0'-0"

A-202, A-203, A-207, A-208

DRAWING

2-8

APARTMENTS B,G,E,J,P,F,N

A-209

9-10

A,B,C,D,G

A-215

D,E

A-216

16-22

A, B(AF),D,E, F

A-223

A, B, D

A-224, A-232

24-32

A, B, C(2), D

A-233

FLOOR

BA-1 SCALE:

1/2" = 1'-0"

SCALE: As indicated DATE: PROJECT #: 18.126

A-750.00

ISMAEL LEYVA A R C H I T E C T S,

F.C.E. ELEV=+8'-0"

F.C.E ELEV=+8'-0"

PB-23

1'-7"

F.C.E ELEV=+8'-0"

FOR GRAB BARS AND BLOCKING SIZE, LOCATION AND MOUNTING HEIGHT PLEASE SEE NOTES A-796

7'-10"

PB-23

2'-4"

1'-9 3/4"

8'-3 1/4"

(212) 687-9888 - TEL 19 A-751.00 17

5'-7 5/8"

BA-03

BA-5

1'-9 3/4"

5'-8 3/4"

PB-02

PF-04

6'-9 1/2"

3'-0"

MC-1

One Penn Plaza, 250 W 34th St, 2nd Fl. New York, NY 10119

MC-1

1'-10"

4'-10"

8'-0 5/8"

BA-03

PB-01

3'-2"

3'-5"

2'-4" VANITY

PB-02 BA-01

MEP FP Engineer

217-22 Nothern Boulevard Bayside, New York, NY 11361 (718) 224-9091 - TEL (718) 224-9143 - FAX

3'-0"

F.F.E ELEV=+0'-1"

3'-0"

5'-7 11/16"

7'-10"

F.F.E ELEV=+0'-1"

2'-5 1/2"

T.O. SLAB ELEV=+0'-0"

PB-22 PB-23 PB-05

T.O. SLAB ELEV=+0'-0"

8'-1 3/16"

PB-03

2'-5"

PB-03

1'-2 1/2"

PB-03

B.O. MIRROR 40" MAX. AFF.

2'-10" MAX. VANITY

3'-5"

1'-5" MIN.

PB-05 1'-2 1/2"

F.F.E ELEV=+0'-1" T.O. SLAB ELEV=+0'-0"

PB-01

PB-23 PB-22

MEP Engineer

PB-21 VARIES SEE RCP

3'-0"

2'-6"

1/4"

T.O. SLAB ELEV=+0'-0"

PF-04 1'-6" TYP.

PB-03

F.F.E ELEV=+0'-1" 7'-10 1/2"

2'-10" MAX. VANITY

1'-6 1/2"

1'-2 1/2"

1'-6" TYP.

PB-05

3'-8"

BA-04

PF-04

BA-01

PB-23

3'-2" C.L. OF GFI

3'-7" C.L. OF SWITCH

PB-22

BA-01

B.O. MIRROR 40" MAX. AFF.

7'-0"

PB-01

MC-1

VARIES SEE RCP

PB-02

Structural Engineer

4'-4"

PB-21

MC-1

WSP USA

BA-04

1'-6" MIN.

BA-06

P. C.

4'-10"

FLOOR

DRAWING

A-215 - A-216

1/2" = 1'-0"

BA-5 (UFAS) - Elevation Vanity

1/2" = 1'-0"

SCALE:

BA-5 (UFAS) - Elevation Tub SCALE:

1/2" = 1'-0"

BA-5 (UFAS) - Elevation Cabinet SCALE:

BA-5 (UFAS)

1/2" = 1'-0"

SCALE:

1/2" = 1'-0"

FOR GRAB BARS AND BLOCKING SIZE, LOCATION AND MOUNTING HEIGHT PLEASE SEE NOTES A-796

4'-10"

F.C.E ELEV=+8'-0"

PB-19

PB-03

F.C.E ELEV=+8'-0"

PB-23 PB-22

F.C.E ELEV=+8'-0"

PB-05

PB-19

2'-6 1/4"

PB-21

1'-8 1/2"

2'-4"

2'-6 1/4"

3 1/2" 1'-5 3/4"

4'-10"

T.O. SLAB ELEV=+0'-0"

7'-4 1/4"

3'-8"

2'-5 1/2"

1'-6" TYP.

PB-03

F.F.E ELEV=+0'-1"

2'-5 1/2"

1'-10"

F.F.E ELEV=+0'-1"

SCALE:

1/2" = 1'-0"

BA-2B - Elevation Tub

1/2" = 1'-0"

SCALE:

BA-2B - Elevation Door SCALE:

1/2" = 1'-0"

BA-2B - Elevation Toilet SCALE:

F.C.E ELEV=+8'-0"

1/2" = 1'-0"

F.C.E ELEV=+8'-0"

FLOOR

7-8

SCALE:

4'-10"

F.C.E ELEV=+8'-0"

5'-9"

2'-5 1/2"

T.O. SLAB ELEV=+0'-0"

2'-4"

2'-5" 6'-5 1/2"

PB-05

PB-03

8'-1 1/2"

10 A-751.00

T.O. SLAB ELEV=+0'-0"

8 1'-10"

BA-1A

BA-04

NOTES:

PF-04

F.F.E ELEV=+0'-1" 4'-9 15/16"

1'-6" MIN.

PB-01

1'-9 1/2"

3'-6"

PB-22

1'-6" MIN.

PB-01

BA-03

5'-9"

VARIES SEE RCP

1'-10"

PB-02

2'-10" MAX. VANITY B.O. MIRROR 40" MAX.AFF.

1'-6" TYP.

8'-1 1/2"

BA-03

1'-2 1/2"

3'-1" C.L. OF GFI 1'-9 1/2"

PB-23 PB-22

PB-02 BA-01

PB-23

F.F.E ELEV=+0'-1" 2'-5"

T.O. SLAB ELEV=+0'-0"

PF-04

PB-03

6'-8"

8'-2 1/2"

2'-10" MAX. VANITY

1'-6 1/2"

1'-2 1/2"

F.F.E ELEV=+0'-1"

BA-04

B.O. MIRROR 40" MAX.AFF.

7'-0"

F.F.E ELEV=+0'-1"

BA-01

PB-05

3'-8"

3'-5" 1'-6" TYP.

PF-04

VARIES SEE RCP

3'-0"

VARIES SEE RCP B.O. MIRROR 40" MAX.AFF.

3'-6"

3'-7" CL. OF SWITCH

PB-03

PB-02 PB-01

PB-22 PB-23 BA-04

PB-21

MC-1

PB-05 PB-03

4'-4"

4'-4" VARIES SEE RCP

BA-03

4'-6" A.F.F ROBE HOOK

PB-21

Issue HPD FILING SET 2 DOB Initial Filing Set-Obj. Resp. 80% CD Issue 95% CD SET DOB Set Updates Issue for Construction

1/2" = 1'-0"

BA-06

MC-1

Rev

BA-2B (UFAS)

PB-19

BA-05

Date 11.19.19 11.26.19 12.04.19 03.13.20 04.10.20 10.01.20

APARTMENTS

1'-3"

PB-19

No 7 8 9 11 13 15

1'-6" MIN.

5'-9 1/2" 7'-3 3/4"

2, 3, 4, 5, 6

FOR GRAB BARS AND BLOCKING SIZE, LOCATION AND MOUNTING HEIGHT PLEASE SEE NOTES A-796 F.C.E ELEV=+8'-0"

1'-8 1/2"

T.O. SLAB ELEV=+0'-0"

7'-11 1/2"

A-207 - A-208

2'-4" VANITY

1'-6 1/4"

DRAWING

BA-2B - Elevation Vanity

PB-01 PB-02

A-202 - A-203 - A-204 - A-206

8'-0"

PF-04

5'-6"

T.O. SLAB ELEV=+0'-0"

7'-11 1/2"

B.O. MIRROR 40" MAX.AFF.

PF-04

3'-6" 1'-2 1/2"

F.F.E ELEV=+0'-1"

1'-6 1/2"

PB-05 PB-03

T.O. SLAB ELEV=+0'-0"

15 BA-01

3'-8"

PB-22 PB-23

1'-2 1/2"

PB-01

1'-10"

7'-4 1/4"

13 A-751.00 12

7'-0"

PB-02 BA-01 B.O. MIRROR 40" MAX.AFF.

1'-2 1/2"

PB-03 F.F.E ELEV=+0'-1"

1'-6 1/2" MIN.

3'-6"

3'-7" C.L OF SWITCH

2'-10" MAX VANITY

3'-2" C.L. OF GFI

PF-04

PB-23 PB-22 PB-05

3'-5"

B.O. MIRROR 40" MAX.AFF.

PB-01

BA-2B

BA-03

4'-6" A.F.F ROBE HOOK

BA-03

2'-10" MAX. VANITY

PB-02

BA-01

PB-21

5'-6"

MC-1

3'-7 1/2"

BA-05 VARIES SEE RCP

3'-0"

4'-7"

BA-06

MC-1

1'-10"

5'-8 1/2"

SCALE:

2'-5"

BA-5 (UFAS) - Elevation Door

15, 16, 22

2'-4" VANITY

APARTMENTS

T.O. SLAB ELEV=+0'-0"

6'-7 15/16"

BA-1A - Elevation Door SCALE:

1/2" = 1'-0"

SCALE:

BA-1A - Elevation Vanity SCALE:

1/2" = 1'-0"

BA-1A - Elevation Tub SCALE:

1/2" = 1'-0"

FLOOR

A-202 - A-208

2-8

APARTMENTS D,H

BA-1A (UFAS) SCALE:

1/2" = 1'-0"

CLIENT THIRD AND THIRTY FOUR LLC

PB-19

1999 Marcus Avenue, suite 310 Lake Success, NY 11042

3'-6 1/4"

F.C.E ELEV=+8'-0"

PB-19

F.C.E ELEV=+8'-0"

1'-11 3/4"

1'-7"

F.C.E ELEV=+8'-0" 1'-7"

F.C.E ELEV=+8'-0"

2'-5"

MC-1

381 Park Avenue South, Suite 621 New York, NY 10016

1'-6" MIN.

C:\Users\lmunoz\Documents\509 Third Ave_TOWER_lmunoz.rvt

FOR GRAB BARS AND BLOCKING SIZE, LOCATION AND MOUNTING HEIGHT PLEASE SEE NOTES A-796

BA-04

PF-04

PB-03

2'-2"

2'-4"

6'-1 1/2" 7'-11 1/2"

F.F.E ELEV=+0'-1" 1'-4 1/2"

T.O. SLAB ELEV=+0'-0"

4'-10" 6'-2 1/2"

6'-3"

2'-2"

PB-23

A-751.00

BA-01

5'-6" 7'-11 1/2"

PROJECT 509 3rd Avenue New York, NY 10016

TITLE BATHROOM PLANS & ELEVATIONS -2

5'-6"

SCALE: As indicated DATE: PROJECT #: 18.126

F.F.E ELEV=+0'-1" 2'-5 1/2"

PB-02 PB-01

2'-4" VANITY

VARIES SEE RCP

PF-04

1'-10"

3'-4" B.O. MIRROR 40" A.F.F

1'-6" TYP.

PB-03

BA-04 3'-2"

3'-5"

F.F.E ELEV=+0'-1" T.O. SLAB ELEV=+0'-0"

BA-2A

3'-0"

6'-9 1/2"

2'-2 1/2"

1'-2 1/2"

1'-6 1/2"

PB-03

4'-10"

4'-4" 1'-10"

T.O. SLAB ELEV=+0'-0"

1'-2 1/2"

PB-03

3'-8"

PB-05

PB-22 PB-23 PB-05

PB-22

PB-05

BA-03

PB-23

F.F.E ELEV=+0'-1" 1'-6" MIN.

MC-1

PB-22

4'-6" A.F.F ROBE HOOK

3'-6" C.L. OF SWITCH

PB-01 2'-10" MAX. VANITY

2'-10" MAX. VANITY

3'-2" C.L OF GFI

B.O. MIRROR 40" MAX.AFF.

BA-01 PF-04

1'-6" TYP.

B.O. MIRROR 40" MAX.AFF.

BA-01

BA-04

3'-0"

PB-02 7'-0"

PB-01

MC-1

VARIES SEE RCP

8'-0"

PB-02

PB-21

7'-0"

VARIES SEE RCP

PB-21

1'-2 1/2"

4'-4"

BA-06

6'-3"

10/8/2020 10:14:55 PM

BA-1A - Elevation Toilet

DRAWING

T.O. SLAB ELEV=+0'-0"

A-751.00

BA-2A - Elevation Vanity SCALE:

1/2" = 1'-0"

BA-2A - Elevation Door SCALE:

1/2" = 1'-0"

BA-2A - Elevation Tub SCALE:

1/2" = 1'-0"

BA-2A - Elevation Toilet SCALE:

1/2" = 1'-0"

DRAWING

FLOOR

APARTMENTS

A-202 - A-208

2-8

BA-2A (UFAS) SCALE:

1/2" = 1'-0"

ISMAEL LEYVA A R C H I T E C T S,

5'-11 1/2" 4'-9 3/4"

P. C.

1'-1 3/4"

GFI

WSP USA

Structural Engineer One Penn Plaza, 250 W 34th St, 2nd Fl. New York, NY 10119 (212) 687-9888 - TEL 17

MEP Engineer MEP FP Engineer

F.F.E ELEV=+0'-1"

Bathroom At Lobby - Elevation At Door SCALE:

5'-11 1/2"

1/2" = 1'-0"

8'-0"

F.F.E ELEV=+0'-1"

T.O. SLAB ELEV=+0'-0"

Bathroom At Lobby - Elevation At Sink 2 SCALE:

8'-9"

4'-5 1/2" 1'-6"

T.O. SLAB ELEV=+0'-0"

8'-10"

217-22 Nothern Boulevard Bayside, New York, NY 11361 (718) 224-9091 - TEL (718) 224-9143 - FAX

2'-10"

8'-0" 2'-10"

3'-6"

8'-0"

18 A-752.00 16

Bathroom At Lobby - Elevation At Sink

1/2" = 1'-0"

SCALE:

4'-5 1/2" 5'-11 1/2"

1/2" = 1'-0"

1'-6"

Bathroom At Lobby - Elevation Toilet SCALE:

1/2" = 1'-0"

Bathroom At Lobby Ground Floor SCALE:

1/2" = 1'-0"

8'-3 1/2" 2'-9"

1'-4"

4'-2 1/2"

11'-4 1/2"

GFI

W. LOCKER RM. 11311SF A-752.00

M. LOCKER RM. 97 SF 13 7'-4 1/2"

4'-2"

4'-1 1/2"

11'-2 1/2"

8'-0"

7'-10 1/2"

A-752.00

No 11 13 15

GFI

3'-10"

F.F.E ELEV=+0'-1" 7'-4 1/2"

7'-2 1/2"

F.F.E ELEV=+0'-1" 2'-9"

T.O. SLAB ELEV=+0'-0"

1'-4"

4'-2 1/2"

1-a 1/2" = 1'-0"

Mens Locker Plan SCALE:

1/2" = 1'-0"

Womens Locker North Elevation SCALE:

Issue 95% CD SET DOB Set Updates Issue for Construction

1/2" = 1'-0"

Womens Locker Plan SCALE:

1/2" = 1'-0"

7'-7"

6'-6 1/2"

8'-0"

7'-7"

1'-0 1/2"

SCALE:

Rev

T.O. SLAB ELEV=+0'-0"

8'-3 1/2"

Date 03.13.20 04.10.20 10.01.20

2'-10"

NOTES:

4'-11 3/8"

F.F.E ELEV=+0'-1"

F.F.E ELEV=+0'-1" 1'-6 1/8"

7'-8"

T.O. SLAB ELEV=+0'-0"

B.O.H Bathroom - Elevation Door SCALE:

B.O.H Bathroom - Elevation Toilet SCALE:

6'-5 3/8"

T.O. SLAB ELEV=+0'-0"

1/2" = 1'-0"

1'-6"

7'-8"

T.O. SLAB ELEV=+0'-0"

6'-6 1/2"

1/2" = 1'-0"

5'-0 3/8"

F.F.E ELEV=+0'-1"

B.O.H Bathroom - Elevation Sink SCALE:

1/2" = 1'-0"

B.O.H Bathroom at Cellar SCALE:

1/2" = 1'-0"

CLIENT

4'-0 5/8"

MC-1

F.C.E ELEV=+8'-0"

PB-19

BA-04

1'-7"

1/2" = 1'-0"

1'-0"

6'-11 3/4"

T.O. SLAB ELEV=+0'-0"

BA-1C Elevation Toilet SCALE:

1/2" = 1'-0"

1'-9 1/2"

4'-9"

PROJECT 509 3rd Avenue

4'-4" 6'-11 3/4"

T.O. SLAB ELEV=+0'-0"

BA-1C Elevation Tub SCALE:

1/2" = 1'-0"

8'-2"

VARIES SEE RCP

PB-01 1'-0"

7'-0"

BA-01 1"

BA-01

PB-22 PB-23

T.O. SLAB ELEV=+0'-0"

BA-1C Elevation Vanity 1/2" = 1'-0"

2'-4"

2'-5"

PB-03 PB-05

1'-6 1/2"

1'-2 1/2"

PB-05

PB-03

1'-9 1/2"

3'-8"

2'-10" MAX VANITY

1'-6" TYP.

PF-04

PB-22 PB-23

3'-2" C.L OF GFI

BA-04

1'-6" TYP.

B.O. MIRROR 40" MAX.AFF.

PB-01

1'-6"

SCALE:

PB-02

F.F.E ELEV=+0'-1"

A-752.00

4'-10"

FOR GRAB BARS AND BLOCKING SIZE, LOCATION AND MOUNTING HEIGHT PLEASE SEE NOTES A-796

F.F.E ELEV=+0'-1" T.O. SLAB ELEV=+0'-0"

DRAWING

FLOOR

A-209 - A-210

9-14

BA-1C (UFAS) SCALE:

1/2" = 1'-0"

TITLE BATHROOM PLANS & ELEVATIONS -3

2'-5"

6'-9 1/2"

PB-03

1'-2 71/128"

3'-7" C.L OF SWITCH

2'-10" MAX VANITY

PB-05

4'-4"

PB-01

F.F.E ELEV=+0'-1"

PB-21

BA-01

New York, NY 10016

4 MC-1

PB-02 B.O. MIRROR 40" MAX AFF.

1'-6" TYP. 4'-9"

B.O. MIRROR 40" MAX. AFF.

3'-5"

4'-6" A.F.F ROBE HOOK

VARIES SEE RCP

PF-04

BA-1C 1'-9"

PB-21

BA-04

F.F.E ELEV=+0'-1"

BA-1C Elevation Door SCALE:

4'-6" A.F.F ROBE HOOK

3'-7" CL. OF SWITCH

PB-03

8'-2 1/2"

3'-0"

6'-9 1/2" 1'-2 1/2"

VARIES SEE RCP

4'-8 5/8"

BA-06

MC-1

381 Park Avenue South, Suite 621 New York, NY 10016

PF-04

PB-19

BA-05

1999 Marcus Avenue, suite 310 Lake Success, NY 11042

2'-11 1/8"

1'-6" MIN

F.C.E ELEV=+8'-0"

2'-5 1/2"

10/8/2020 10:15:11 PM

THIRD AND THIRTY FOUR LLC

2'-4" VANITY 8'-1 1/2"

C:\Users\lmunoz\Documents\509 Third Ave_TOWER_lmunoz.rvt

6'-11 3/4"

APARTMENTS

SCALE: As indicated DATE: PROJECT #: 18.126

A-752.00

ISMAEL LEYVA A R C H I T E C T S,

P. C.

Door Schedule_Tower_Common Spaces

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4"

H.M. H.M. H.M. H.M. H.M. H.M. H.M. H.M. H.M.

1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR.

3' - 0"

7' - 6"

1 3/4"

H.M.

1 1/2 HR. 9 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR.

5 5 5 5 8

3' - 0"

7' - 6"

1 3/4"

H.M.

1 1/2 HR.

F1 F1 F1 F M M E1 F V1 R V K K K K K K K M

3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 6' - 6" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0"

7' - 0" 7' - 0" 7' - 0" 7' - 6" 7' - 6" 7' - 6" 7' - 6" 7' - 6" 8' - 10" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 7' - 6"

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 2" 1 3/4" 2" 2" 2" 2" 2" 2" 2" 2" 1 3/4"

H.M. H.M. H.M. H.M. H.M. H.M. H.M. H.M. MTL/GL MTL/GL MTL/GL H.M. H.M. H.M. H.M. H.M. H.M. H.M. H.M.

1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR.

02 level 2 0201 ACCESS TO INACCESSIBLE ROOF E2 FOR MAINTENANCE

3' - 0"

7' - 6"

1 3/4"

HM/SP

F1 F1 S E1 E1 E1

3' - 0" 3' - 0" 3' - 4" 3' - 0" 3' - 0" 3' - 0"

7' - 0" 7' - 0" 7' - 6" 7' - 6" 7' - 6" 7' - 6"

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4"

H.M. H.M. H.M. H.M. H.M. H.M.

U U U

3' - 0 3/4" 7' - 5 1/2" 3' - 0 3/4" 7' - 5 1/2" 3' - 8" 7' - 5 1/2"

1/2" 1/2" 1/2"

MTL/GL MTL/GL MTL/GL

F1 F1 S E1 E1 U U V1 V1

3' - 0" 3' - 0" 3' - 4" 3' - 0" 3' - 0" 3' - 1" 3' - 1" 3' - 8" 3' - 8"

7' - 0" 7' - 0" 7' - 6" 7' - 6" 7' - 6" 7' - 6" 7' - 6" 7' - 6" 7' - 6"

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1/2" 1/2" 1/2" 1/2"

H.M. H.M. H.M. H.M. H.M. MTL/GL MTL/GL MTL/GL MTL/GL

1 1/2 HR. 1 1 1/2 HR. 1 1 1/2 HR. 2 1 1/2 HR. 1 1/2 HR.

F E3 E3 E1 F F S F E1

3' - 0" 5' - 0" 5' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 4" 3' - 0" 3' - 0"

7' - 6" 7' - 6" 7' - 6" 7' - 6" 7' - 6" 7' - 6" 7' - 6" 7' - 6" 7' - 6"

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4"

H.M. H.M. H.M. H.M. H.M. H.M. H.M. H.M. H.M.

1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR.

E1 F E1 E1 E1 F

3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0"

7' - 6" 7' - 6" 7' - 6" 7' - 6" 7' - 6" 7' - 6"

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4"

H.M. H.M. H.M. H.M. H.M. H.M.

1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR.

01 level 1 0101 STAIR TO CORR. 0102 STAIR 0103 STAIR TO CORR. 0104 STAIR TO CORR. 0105 LOBBY TO PACKAGE RM. 0106 PACKAGE RM. TO TOILET 0107 LOBBY TO BIKE RM 0108 LOBBY TO STAIR 0109 EXIT/SERVICE CORRIDOR 0110 REVOLVING LOBBY DOOR 0111 LOBBY 0112 STOREFRONT TO COMMERCIAL 0113 STOREFRONT TO COMMERCIAL 0114 STOREFRONT TO COMMERCIAL 0115 STOREFRONT TO COMMERCIAL 0116 STOREFRONT TO COMMERCIAL 0117 STOREFRONT TO COMMERCIAL 0118 STOREFRONT TO COMMERCIAL 0119 COMM. TO MECH. RM

33 level 33 AMENITY 3302 CORR. TO STAIR 3304 CORR. TO STAIR 3305 CORR. TO REFUSE RM. 3306 CORRIDOR TO MEDIA RM 3307 CORR. TO TOILET 3308 CORRIDOR TO GOLF SIMULATOR RM 3310 FITNESS ROOM 3311 FITNESS ROOM 3312 KIDS ROOM 34 level 34 AMENITY 3402 CORR. TO STAIR 3403 CORR. TO STAIR 3404 CORR. TO REFUSE RM. 3405 CORR. TO AMENITY LOUNGE 3406 CORR. TO TOILET 3410 ATS RM. TO MECHNICAL ROOF 3411 AMENITY DOOR 3412 AMENITY DOOR 3413 AMENITY DOOR 35 Level 35 MECH 3501 CORR. TO STAIR 3502 BOILER RM. TO CORR. 3503 BOILER RM. TO CORR. 3504 CORR. TO PUMP RM. 3505 CORRIDOR 3506 STAIR TO CORR. 3507 CORR. TO REFUSE RM. 3508 CORR. TO MECHNICAL ROOF 3509 BOILER RM. TO COOLING TOWER ROOF 36 Level / MAIN ROOF 3601 CORR. TO ELECTRICAL RM. 3602 EMR TO STAIR 3603 EMR TO ATS RM. 3604 CORR. TO EMR 3605 ATS RM. TO MECHNICAL ROOF 3606 MECHNICAL ROOF TO STAIR

See plan & ptn. sched. J23

H23

S20

See plan & ptn. sched. See plan & ptn. sched. See plan & ptn. sched. See plan & ptn. sched. See plan & ptn. sched. See plan & ptn. sched.

1 1 1 1 52 7

1 1/2 HR.

J23 J23 J23 J23 J2 J23

H23 H23 H23 H23 H2 H23

S20 S20 S20 S20 S20 S20

See plan & ptn. sched. J4

S20

See plan & ptn. sched. See plan & ptn. sched. See plan & ptn. sched. See plan & ptn. sched. See plan & ptn. sched. See plan & ptn. sched. See plan & ptn. sched. See plan & ptn. sched. See plan & ptn. sched. See plan & ptn. sched. See plan & ptn. sched. See plan & ptn. sched. See plan & ptn. sched. See plan & ptn. sched. See plan & ptn. sched. See plan & ptn. sched. See plan & ptn. sched. See plan & ptn. sched. See plan & ptn. sched.

H4 H4 H4 H4 H4 H4

S6 S6 S6 S28 S30 S28

J4 J4 J4 J4 J4 J4

WSP USA

Structural Engineer One Penn Plaza, 250 W 34th St, 2nd Fl. New York, NY 10119 (212) 687-9888 - TEL

MEP Engineer MEP FP Engineer

217-22 Nothern Boulevard Bayside, New York, NY 11361 (718) 224-9091 - TEL (718) 224-9143 - FAX 2'-11"

B B1

1'-6"

SOLID CORE WOOD DOOR BEDROOM / BATHROOM

SOLID CORE WOOD DOOR SINGLE FLUSH REVERSIBLE BEDROOM / BATHROOM

2'-0"

TO BE COORDINATED W/ TENANT

SOLID CORE WOOD DOOR WASHER DRYER

5'-0"

SOLID CORE WOOD DOOR CLOSET (DOUBLE)

2'-11"

4'-0"

2'-6"

2'-4"

3'-6"

2'-4"

3'-0"

3'-1"

SOLID CORE WOOD DOOR CLOSET (SINGLE)

3'-0"

3'-4"

FIRE RATED HOLLOW METAL DOOR APARTMENT ENTRY

HOLLOW METAL DOOR REFUSE ROOM

2'-2"

3'-0"

FIRE RATED HOLLOW METAL DOOR (SINGLE)

4'-0" 5'-0"

FIRE RATED HOLLOW METAL DOOR (DOUBLE)

See plan & ptn. sched.

1 1/2 HR. 1 1 1/2 HR. 1 1 1/2 HR. 2 1 1/2 HR. 1 1/2 HR. 1 1/2 HR.

See plan & ptn. sched. See plan & ptn. sched. See plan & ptn. sched. See plan & ptn. sched. See plan & ptn. sched. See plan & ptn. sched.

J4 J4 J4 J4 J4

H4 H4 H4 H4 H4

S5 S5 S5 S5 S5

See plan & ptn. sched. See plan & ptn. sched. See plan & ptn. sched.

Automatic door operator

Frameless Glass Door Frameless Glass Door Frameless Glass Door

J4 J4 J4 J4 J4

H4 H4 H4 H4 H4

S5 S5 S5 S5 S5

1 4 4 3 1 1 3 10 10

J4 J4 J4 J4 J4 J4 J4 J27 J27

H4 H4 H4 H4 H4 H4 H4 H27 H27

S20 S20 S20 S20 S20 S20 S20 S25 S25

3 1 3 3 10 10

See plan & ptn. sched. See plan & ptn. sched. See plan & ptn. sched. See plan & ptn. sched. See plan & ptn. sched. See plan & ptn. sched.

J4 J4 J4 J4 J27 J27

H4 H4 H4 H4 H27 H27

S20 S20 S20 S20 S25 S25

No 6 8 9 11 15

Date 09.20.19 11.26.19 12.04.19 03.13.20 10.01.20

Rev

Issue 100% DD Issue DOB Initial Filing Set-Obj. Resp. 80% CD Issue 95% CD SET Issue for Construction

8'-2"

H.M. H.M. H.M. H.M. H.M. H.M.

S20 S20 S20 S20 S20 S20 S20 S20 S20

8'-2"

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4"

H4 H4 H23 H29 H23 H23 H23 H23 H23

8'-5"

7' - 6" 7' - 6" 7' - 6" 7' - 6" 7' - 6" 7' - 0"

J4 J4 J23 J29 J23 J23 J23 J23 J23

8'-6"

3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 6" 3' - 0"

7'-6"

E1 E1 E1 E1 D2 F1

1 1 6 5 5 5 5 5 9

Saddle01 Other Remarks

7'-6"

7' - 0" 7' - 6" 7' - 6" 7' - 6" 7' - 6" 7' - 6" 7' - 6" 7' - 6" 7' - 6"

Head01

7'-6"

3' - 0" 3' - 0" 5' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0"

Jamb01

7'-6"

F1 F E3 E1 E1 E1 E1 E1 E1

Wall Thickness

7'-6"

HDWR

Door Finish

7'-6"

FPSC

7'-6"

COMM. CELLAR STAIR

Frame Material

7'-0"

C18

Door THK.

7'-6"

00 Cellar C01 CORR. TO STAIR C02 CORR. TO STAIR C03 CORR. TO COMPACTOR RM. C04 CORR. TO SUPER'S OFFICE C05 CORR. TO WATER SERVICE RM. C06 CORR. TO BIKE C07 CORR. TO TOILET C08 CORR. TO GAS METER RM. C09 ELECTRICAL RM. TO SERVICE CORR C10 ELECTRICAL RM. TO SERVICE CORR C11 CORR. TO TELECOM C13 CORR. TO W. LOCKER RM. C14 CORR. TO M. LOCKER RM. C15 CORR. TO BREAK RM. C16 BREAK ROOM CLOSET C17 CORR. TO COMMERCIAL

Height

7'-6"

Location

Width

7'-6"

NO.

Type

Automatic door operator 3'-0"

Frameless Glass Door Frameless Glass Door

HOLLOW METAL DOOR EXIT STAIR

3'-0"

HOLLOW METAL DOOR EXIT STAIR

3'-0"

HOLLOW METAL DOOR MECHNICAL ROOM

7'-0"

REVOLVING DOOR LOBBY

STOREFRONT GLASS DOOR

3'-6"

STOREFRONT GLASS DOOR

3'-6"

STOREFRONT GLASS DOOR

Automatic door operator

NOTES:

Door Schedule_Tower_Residential Floors NO. A B B1

10/8/2020 10:37:57 PM

C:\Users\scatania\Documents\509 Third Ave_TOWER_scatania.rvt

B1 C C1 C2 C3 C4 C5 D1 D2 D3 D4 E1 E2 E4 F M S W

Location APARTMENT ENTRANCE BEDROOM / BATHROOM BEDROOM / BATHROOM (REVERSIBLE) BEDROOM / BATHROOM (REVERSIBLE) CLOSET SINGLE CLOSET SINGLE CLOSET SINGLE CLOSET SINGLE CLOSET SINGLE CLOSET SINGLE CLOSET DOUBLE CLOSET (DOUBLE) CLOSET DOUBLE CLOSET (DOUBLE) (SINGLE) ELECTRIC / IT / STORAGE (DOUBLE) ELECTRIC CLOSET ELECTRIC CLOSET EXIT STAIR MECHANICAL ROOM REFUSE ROOM WASHER DRYER

Width

Height Door THK.

Frame Material

3' - 0" 7' - 6" 2' - 11" 7' - 6" 2' - 11" 7' - 6"

1 3/4" 1 3/4" 1 3/4"

H.M. H.M. H.M.

2' - 11" 7' - 6"

1 3/4"

1' - 6" 2' - 0" 2' - 4" 2' - 6" 2' - 11" 3' - 1" 3' - 0" 3' - 6" 4' - 0" 5' - 0" 3' - 0"

7' - 6" 7' - 6" 7' - 6" 7' - 6" 7' - 6" 7' - 6" 7' - 6" 7' - 6" 7' - 6" 7' - 6" 7' - 6"

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4"

H.M. H.M. H.M. H.M. H.M. H.M. H.M. H.M. H.M. H.M. H.M.

4' - 0" 2' - 2" 3' - 0" 3' - 0" 3' - 4" 2' - 4"

7' - 6" 7' - 6" 7' - 6" 7' - 6" 7' - 6" 7' - 6"

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4"

H.M. H.M. H.M. H.M. H.M. H.M.

FPSC

HDWR

Door Finish

Wall Thickness

1 1/2 HR. 51 51 52 52

52 1 1/2 HR.

53 53

1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR. 1 1/2 HR.

4 3 3 2

Jamb Type

Head Saddle Type - Type Other Remarks

J1 J2 J3

H1 H2 H3

S1 S2/S3 S2/S3

J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J4

H3 H2 H2 H2 H2 H2 H2 H2 H2 H2 H4

S3 S4 S4 S4 S4 S4 S4 S4 S4 S4 S5

J4 J4 J4 J4 J4 J2

H4 H4 H4 H4 H4 H2

S5 S5 S5 S5 S5 S4

CLIENT THIRD AND THIRTY FOUR LLC 1999 Marcus Avenue, suite 310 Lake Success, NY 11042 381 Park Avenue South, Suite 621 New York, NY 10016

PROJECT 509 3rd Avenue New York, NY 10016

Automatic door operator

TITLE DOOR SCHEDULES, HARDWARE & DETAILS

SCALE: 3/8" = 1'-0" DATE: PROJECT #: 18.126

A-020.00

ISMAEL LEYVA A R C H I T E C T S,

P. C.

WSP USA

Structural Engineer One Penn Plaza, 250 W 34th St, 2nd Fl. New York, NY 10119 (212) 687-9888 - TEL

MEP Engineer MEP FP Engineer

217-22 Nothern Boulevard Bayside, New York, NY 11361 (718) 224-9091 - TEL (718) 224-9143 - FAX

UNIT TYPE

STARTING FLOOR

ENDING FLOOR

RENTABLE AREA (SF.)

APT. #

NET AREA NO. OF (SF.) UNITS /FL

NO. OF FLS

TOTAL UNITS/FL PLATE

AFNY

IH UNITS TOTAL UNITS OF ONE PROVIDED (Enter TYPE (1) manually)

SF PROVIDED FOR LI. UNITS

CHECK

SF PROVIDED FOR AFNY CHECK UNITS

AFNY

PERCENTAGE OF IH UNITS

PERCENTAGE PROPOSED

DWELLING UNIT COUNTS

STUDIO

No. of Dwelling Units by Floor

Floor No.

(0 BR / 1 BA) 2

463

417

460

401

456

404

451

403

450

395

452

396

426

327

426

342

426

342

482

398

482

409

493

409

597

505

473

399

473

402

559

484

TOTAL

33,067

28,556

AFNY

2,828 OK

2 FL IH; 2-8 FLS AFNY

AFNY

2,821 OK

2-8TH FLS AFNY

AFNY

1,185 OK

2-4TH FLS AFNY

484 OK

AFNY

1 70

404 OK

484 888

7,318

20%

Cellar Ground 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36

0 0 14 14 14 14 14 14 14 7 7 7 7 7 7 6 6 6 6 6 6 6 6 4 4 4 4 4 4 4 4 4 4 1 0 0 0

TOTAL No. of Dwelling Units

229

30.57%

1 BEDROOM (1BR/1BA) 2

697

563

710

569

705

558

588

515

AFNY

3,605 OK

2-8TH FLS AFNY

548

486

AFNY

2,430 OK

2-6TH FLS AFNY

548

486

AFNY

972 OK

7-8TH FLS AFNY

720

616

AFNY

616

1,232 OK

6TH FL IH; 2-3RD FLS AFNY

720

616

AFNY

1,232

1,232 OK

7-8TH FLS IH; 7-8TH FLS AFNY

611

510

626

524

AFNY

1,572 OK

674

540

AFNY

540 OK

643

532

AFNY

1,064 OK

583

500

583

505

754

623

528

440

626

524

643

532

559

484

559

484

528

438

626

524

613

504

423

629

527

613

504

527

445

635

529

TOTAL

69,530

58,483

OK 10-11, 14TH FLS AFNY 9TH FLS AFNY 10-11TH FLS AFNY

2,660 OK

Tower-C1-9/R-10

FLOOR

115

1,848

15,307

30%

873

775

AFNY

775 OK

873

777

AFNY

3,108 OK

4,662 OK

3-6FL IH; 3-8FL AFNY

754

645

2,580 OK

9-12TH FLS AFNY

AFNY

50.22%

C:\Users\scatania\Documents\509 Third Ave_TOWER_scatania.rvt

867

868

771

885

747

1006

883

983

854

SUBOTAL

3,883

8,017

5.24%

13.97%

34,577

3,883

8,017

50%

19.21%

TOTAL

142,157

121,616

229

6,619

30,642

100%

100.00%

STUDIO 1BR/1BA 2BR/2BA TOTAL/AVG

TOTAL SF 888 1,848 3,883 6,619

MR / AFNY UNITS AVG NO. OF TOTAL SF SF/UNIT UNITS 27,668 407 68 56,635 506 112 30,694 787 39 114,997 525 219

2 3 5 10

TOTAL NO. OF TOTAL SF UNITS 28,556 70 58,483 115 34,577 44 121,616 229

IH BONUS USED

28,386

IH AREA NEEDED

8,110

RFA IH MR CA LO

75/25 %

SECTION 504 UFAS REQUIREMENTS FOR VISUAL HEARING & MOBILITY IMPAIRED AFFORDABLE UNITS SECTION 504 (UFAS) UNIT TYPE 2 % Visual/Hearing Impaired 5% Mobility Impaired

0 BR/STUDIO UNITS Proposed Reqd 1.40 2 4 3.50

1 BR UNITS Reqd. 2.30 5.75

Proposed 2.00 4.00

2 BR UNITS Reqd. Proposed 0.88 1 2.20 4

5% Mobility Impaired

2% Visual/Hearing Impaired

2H 2D 3D 4D

7L 15C 16C 17C

5C 9F 10F 11F

5D 10C

8L 10G

158,612 6,619 114,997 0 36,996

57.25 IHFA

SECTION 504 PROPOSED UNIT DESIGNATIONS

10/8/2020 10:39:03 PM

32 39,560

NO. OF UNITS

USE

8,632

CELLAR - RESIDENTIAL BOH CELLAR - COMMERCIAL CELLAR - MECHANICAL SUB TOTAL FOR CELLAR 01 - RESIDENTIAL LOBBY & BOH & AMENITY 01- COMMERCIAL 01- MECHANICAL

RES COM MECHANICAL RES COM MEP

SUB TOTAL FOR GROUND FLOOR

TOTAL

IH UNITS AVG SF/UNIT 444 616 777 662

Mechanical, Support & BOH Mechanical, Support & BOH

TOTALS

QH-C1-9A/R10-A

GROSS

STAIR DEDUCTIONS @ 8 INCHES

MECHANICAL DED- Tower @ 5.5 %

QH Amenity & Corridor Ded Tower

ZONING (SF)

GROSS

MECHANICAL DED- QH @ 5.5 %

QH Amenity & Corridor Ded- QH

ZONING (SF)

TOTAL DEDUCTIONS

TOTAL GROSS TOTAL ZONING

NET AREA

EFFICIENCY

FLOOR HEIGHT (FT)

BUILDING HEIGHT (ft.)

2096 3229 1787 7,112 2,779 4,542

-12.00

0.00 0.00 0.00

16.00

10.67 9.50 9.50 9.50 9.50 9.50 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 11.63 16.00 16.00 12.00 15.00 400.88

26.67 36.17 45.67 55.17 64.67 74.17 84.84 95.51 106.18 116.85 127.52 138.19 148.86 159.53 170.20 180.87 191.54 202.21 212.88 223.55 234.22 244.89 255.56 266.23 276.90 287.57 298.24 308.91 319.58 330.25 341.88 357.88 373.88 385.88 400.88

3303

94 94

720

1,966 4,449

3303 1237 3668

598

639 20

0 3,644

10,415 4,016 8,210

1,966 8,093

8,210

2FL IH; 2FL AFNY

(2BR/2BA) 967

Issue DOB Initial Filing Set 100% SD Issue 100% DD Issue HPD FILING SET 2 DOB Initial Filing Set-Obj. Resp. 80% CD Issue 95% CD SET DOB Set Updates Issue for Construction

5.50

Rev

FLOOR AREA DISTRIBUTION

(2BR/1BA)

AFNY units, IH units, & Rental Units AFNY units, IH units, & Rental Units AFNY units, IH units, & Rental Units AFNY units, IH units, & Rental Units AFNY units, IH units, & Rental Units AFNY units, IH units, & Rental Units AFNY units, IH units, & Rental Units AFNY units, IH units, & Rental Units AFNY units, IH units, & Rental Units AFNY units, IH units, & Rental Units AFNY units, IH units, & Rental Units AFNY units, IH units, & Rental Units AFNY units, IH units, & Rental Units AFNY units, IH units, & Rental Units AFNY units, IH units, & Rental Units AFNY units, IH units, & Rental Units AFNY units, IH units, & Rental Units AFNY units, IH units, & Rental Units AFNY units, IH units, & Rental Units AFNY units, IH units, & Rental Units AFNY units, IH units, & Rental Units Rental Units Rental Units Rental Units Rental Units Rental Units Rental Units Rental Units Rental Units Rental Units Rental Units Residential Amenities, Rental Unit Residential Amenities

Date 06.26.19 06.28.19 09.20.19 11.19.19 11.26.19 12.04.19 03.13.20 04.10.20 10.01.20

15-19TH FLS AFNY

2 BEDROOM

Mechanical, Support, Retail Storage & BOH Residential Lobby, Support, Mechanical , Retail

No 1 2 6 7 8 9 11 13 15

NOTES: AFNY

115

SUBTOTAL

Program/Use

RES 2 - RES 3 - RES RES 4 - RES RES 5 - RES RES 6 - RES RES 7 - RES RES 8 - RES RES RES 9 - RES 10 - RES RES 11 - RES RES 12 - RES RES 13 - RES RES 14 - RES RES RES 15 - RES 16 - RES RES 17 - RES RES 18 - RES RES 19 - RES RES 20 - RES RES 21 - RES RES 22 - RES RES RES 23 - RES 24 - RES RES 25 - RES RES 26 - RES RES 27 - RES RES 28 - RES RES 29 - RES RES 30 - RES RES 31 - RES RES RES 32 - RES 33 - RES / AMENITY RES 34 - RES / AMENITY RES 35 - MECHANICAL LVL MECHANICAL 36 - MECHANICAL LVL 02 MECHANICAL RENTABLE RESIDENTIAL SUB TOTAL ABOVE GRADE TOTALS INCLUDING BELOW GRADE Percentage Required below 150Ft Area Required Below 150 ft Area Provided Below 150 ft Under/Over

7,321

187

720

7,357 7,357 7,357 7,357 7,357 7,392 7,392 3,703 3,703 3,703 3,703 3,703 3,703 3,703 3,703 3,703 3,703 3,703 3,703 3,703 3,703 3,703 3,703 3,703 3,703 3,703 3,703 3,703 3,703 3,703 3,703 3,703 2,777 2,476 1,070 149,700 157,788 164,900

813 811 811 811 811 816 834 329 321 329 321 329 321 291 283 291 283 291 283 291 283 309 303 311 303 311 303 311 303 311 303 162 96 2,476 1,070

413 411 411 411 411 411 390 515 515 515 515 515 515 341 341 341 341 341 341 341 341 158 159 159 159 159 159 159 159 159 159 2,281 2,126

0 0

Percentage Required below 150Ft Area Required Below 150 ft Area Provided Below 150 ft Under/Over

6,414

4,905

602

659

3,644

2,168

12,226

10,058

8,210

6,131 6,135 6,135 6,135 6,135 6,165 6,168 2,859 2,867 2,859 2,867 2,859 2,867 3,071 3,079 3,071 3,079 3,071 3,079 3,071 3,079 3,236 3,241 3,233 3,241 3,233 3,241 3,233 3,241 3,233 3,241 1,260 555 0 0 120,936 125,384

2,367 2,367 2,367 2,367 2,367 2,367 2,367 2,232 2,232 2,232 2,232 2,232 2,232 1,626 1,626 1,626 1,626 1,626 1,626 1,626 1,626

153 167 167 167 167 163 173 118 118 118 118 118 118 120 120 120 120 120 120 120 120

156 177 177 177 177 177 177 167 167 167 167 167 167 31 31 31 31 31 31 31 31

2,058 2,023 2,023 2,023 2,023 2,027 2,017 1,947 1,947 1,947 1,947 1,947 1,947 1,475 1,475 1,475 1,475 1,475 1,475 1,475 1,475

1,535 1,566 1,566 1,566 1,566 1,567 1,574 1,129 1,121 1,129 1,121 1,129 1,121 783 775 783 775 783 775 783 775 467 462 470 462 470 462 470 462 470 462 2,443 2,222 2,476 1,070 35,412

9,724 9,724 9,724 9,724 9,724 9,759 9,759 5,935 5,935 5,935 5,935 5,935 5,935 5,329 5,329 5,329 5,329 5,329 5,329 5,329 5,329 3,703 3,703 3,703 3,703 3,703 3,703 3,703 3,703 3,703 3,703 3,703 2,777 2,476 1,070 193,906 205,662 216,077

8,189 8,158 8,158 8,158 8,158 8,192 8,185 4,806 4,814 4,806 4,814 4,806 4,814 4,546 4,554 4,546 4,554 4,546 4,554 4,546 4,554 3,236 3,241 3,233 3,241 3,233 3,241 3,233 3,241 3,233 3,241 1,260 555 0 0 158,612 166,704

7,010 7,009 7,009 7,009 7,009 7,694 7,694 4,579 4,579 4,579 4,579 4,579 4,579 4,119 4,119 4,119 4,119 4,119 4,119 4,119 4,119 2,751 2,751 2,751 2,751 2,751 2,751 2,751 2,751 2,751 2,751 521

55.00% 68,961 69,667 706

44,206 47,874 51,177

37,676 41,320

0 0 138,891 147,101

72% 72% 72% 72% 72% 79% 79% 77% 77% 77% 77% 77% 77% 77% 77% 77% 77% 77% 77% 77% 77% 74% 74% 74% 74% 74% 74% 74% 74% 74% 74% 14% 0% 0% 0% 71%

CLIENT THIRD AND THIRTY FOUR LLC 1999 Marcus Avenue, suite 310 Lake Success, NY 11042 381 Park Avenue South, Suite 621 New York, NY 10016

PROJECT 509 3rd Avenue New York, NY 10016

TITLE FLOOR AREA CALCULATIONS & CHARTS

SCALE: 12" = 1'-0" DATE: PROJECT #: 18.126

A-090.00

509, 3rd Ave

Tribeca Green Pace University

570 Fulton

Tribeca Green , New York City

Use: Residential with Green Roof Contributions: Designing the Lobby, RCP, Green Roof Detailing, Teens lounge Details.

LANDSCAPE MATERIAL SCHEDULE TAG LM-01

LM-02

LM-03

LM-04

DESCRIPTION BUILT-IN METAL PLANTER

BUILT-IN WOOD PLANTER / BUILT-IN BANQUETTE SEATING

FREE-STANDING PLANTER "A"

FREE-STANDING PLANTER "B"

LM-05

LM-06

PEDESTAL PAVER

WOOD PEDESTAL PAVER

LM-07

LM-08

SYNTHETIC TURFGRASS

REAL TURFGRASS & STONE CURB - ALTERNATES

LM-09

MISTING POLE

MANUFACTURER / MODEL (OR APPROVED ALTERNATE) "XP PLANTING BED SYSTEM" as manufactured by Planterworx; 987 Essex Street, Brooklyn, NY 11208, (718) 963-0564, info@planterworx.com

LOCATION / NOTE(S)

FINISH

AMENITY TERRACE - SEE #1 L-401, DIMENSIONS / LAYOUT AS SHOWN. INSTALL PER MANUFACTURERS SPECIFICATIONS, PROVIDE SHOP DRAWINGS FOR REVIEW, TYP. PROVIDE IRRIGATION. SMOOTH AMENITY TERRACE - SEE #2 L-400, DIMENSIONS / LAYOUT AS CUSTOM BUILT - FSC® 100% Ipê Wood SHOWN. INSTALL PER MANUFACTURERS SPECIFICATIONS, PROVIDE SHOP DRAWINGS FOR REVIEW, TYP. PROVIDE IRRIGATION. "KYOTO" planter 28" diameter as manufactured by GRAY AMENITY TERRACE - SEE #8 L-401, LAYOUT AS SHOWN. Greenform; Greenform llc., 12900 Prairie Ave., Hawthorne, INSTALL PER MANUFACTURERS SPECIFICATIONS. PROVIDE CA 90250; (310) 331-1665; info@green-form.com IRRIGATION. "KYOTO" planter 35" diameter as manufactured by GRAY AMENITY TERRACE - SEE #8 L-401, LAYOUT AS SHOWN. Greenform; Greenform llc., 12900 Prairie Ave., Hawthorne, INSTALL PER MANUFACTURERS SPECIFICATIONS. PROVIDE CA 90250; (310) 331-1665; info@green-form.com IRRIGATION. "TRIBECA - TB 03" EVO_2/e™ PORCELAIN "TRIBECA - TB 03 AMMENITY TERRACE - SEE #5 L-401, "Versadjust" PEDESTAL PAVER - 18" x 36"; manufactured by Mirage Granito Ceramico NAT HUDSON" SYSTEM BY "BISON" TO BE USED FOR THESE PAVERS, TYP. USA Inc. 618 GRASSMERE PARK DR - SUITE 1, Nashville, PROVIDE WIND UP-LIFT PREVENTION WHERE NECESSARY, TYP. TN 37211, (615) 834-3888, Gianni Ruberti INSTALL PER MANUFACTURERS SPECIFICATIONS. gianniruberti@gmail.com SMOOTH AMMENITY TERRACE - SEE #6 L-401, PROVIDE WIND UP-LIFT "2′ x 2′ FSC® 100% Ipê Wood Tile" & "Versadjust" pedestal PREVENTION WHERE NECESSARY, TYP. INSTALL PER system manufactured by Bison; 701 Osage Street, Unit 120, MANUFACTURERS SPECIFICATIONS. Denver, CO 80204, (800) 333-4234, Ken Murray kmurray@bisonip.com "MULTIPLAY" manufactured by Turfscape/ActGlobal, 4201 W. MULTI-PURPOSE, AMMENITY TERRACE - SEE #2 L-401, PROVIDE WIND UP-LIFT Parmer Ln. Ste. B175, Austin, TX 78727; Elizabeth Cowles, 1" PILE HEIGHT PREVENTION WHERE NECESSARY, TYP. INSTALL PER 603-988-7367, ecowles@actglobal.com; www.turfscape.com MANUFACTURERS SPECIFICATIONS. "RTF" SOD, (U.S. Patent NO. 6,677,507) as produced by RTF SOD AMMENITY TERRACE ALTERNATE - SEE L-131 & #3 L-401; An members of the RTF Turf Producers Association. RTF TURF THERMAL RTF SOD CERTIFICATE from the Association verifying the BLUESTONE PRODUCERS ASSOCIATION, P.O. BOX 202, MEAD, NE authenticity of the sod shall be provided with each delivery. 68041, (402) 624-6385, INFO@RTFSOD.COM, Deliveries without the certificate will be rejected. No substitutions of WWW.RTFSOD.COM - STONE CURB: "BLUESTONE" as sod will be accepted. INSTALL PER MANUFACTURERS SPECIFICATIONS. manufactured by O&G Industries, 40 Meadow Street, Stamford, CT 06902, United States, (203) 323-1111, https://mason.ogind.com "MP8-03" as manufactured by KoolFog, inc, 31290 Plantation 316 STAINLESS AMMENITY TERRACE - SEE #9 L-401; Provide high pressure Drive, Thousand Palms, CA 92276, (760) 321-9203, Robert STEEL "Mojave Series" pump; INSTALL PER MANUFACTURERS Xanders, rxanders@koolfog.com, www.koolfog.com. SPECIFICATIONS.

A R C H I T E C T S, P. C.

OXIDIZED ZINC

LIMIT OF WORK

TRASH AND RECYCLING, SEE SPECIFICATIONS, TYP.

BUILT-IN OUTDOOR KITCHEN, SEE ARCHITECTURAL DWGS, TYP.

BUILT-IN METAL PLANTER 1 L401

WOOD PEDESTAL PAVER

6 L401

PEDESTAL PAVER

5 L401

Landscape Architecture New York, NY

MEP Engineer New York, NY

Longman Lindsey Acoustical Consultant New York, NY

BOCA Group Elevator Consultant New York, NY

Cline Bettridge Bernstein Lighting Design Consultant New York, NY

VITREOUS SAN TOILET K-5172 SOUCICHINA

NOTES:

VITREOUS SAN TOILET K-5172 SOUCICHINA

NOTES: CAST IRON K-715 VILLAGER BATH

K-715 VILLAGER

LM-01

Robert A.M. Stern Architects

Loring Consulting Engineers, Inc

CAST IRON BATH

1 L401

460 West 34th st. New York, NY

WSP USA

MECHANICAL ENCLOSURE, SEE ARCHITECTURAL DWGS., TYP. BUILT-IN METAL PLANTER

Robert A.M. Stern Architects

Structural Engineer New York, NY

VITREOUS SAN TOILET K-5172 SOUCICHINA

PERGOLA, SEE ARCHITECTURAL DWGS, TYP.

ISMAEL LEYVA

MATERIALS PLAN LEGEND

LM-01

3. CAST IRON K-715 VILLAGER BATH

SEE ARCHITECTURE DRAWINGS FOR PERGOLA, OUTDOOR KITCHENS, PERIMETER GUARDRAIL, AND MECHANICAL ENCLOSURES, TYP. TERRACE FURNITURE SPECIFICATIONS AND SCHEDULE PROVIDED IN FF&E, TYP. SEE LIGHTING PLAN AND SPECIFICATIONS FOR TERRACE LIGHTING LAYOUT AND FIXTURE SCHEDULE, TYP.

No:Date: 01 05/28/20 02 07/02/20 03 07/30/20 04 08/31/20 05 11/20/02 06 11/30/20 07 03/15/21

Issue: 50% DD - BY RAMSA 70% DD - BY RAMSA 90%DD - BY RAMSA 100%DD - BY RAMSA DOB ISSUANCE - FIRST FLOOR 50% CONSTRUCTION DOCUMENTS ISSUE FOR CONSTRUCTION ISSUED FOR CONSTRUCTION

No: Date:

Revision:

WALLMOUNTED TRELLIS

5 L410

FURNITURE, SEE SPECIFICATIONS, TYP. FIRE PIT, PROVIDE GAS LINE, SEE SPECIFICATIONS

KEY PLAN

FURNITURE, SEE SPECIFICATIONS, TYP.

3 2

WARREN STREET

CAST IRON K-515 DYNAMETRIC BATH

NORTH END AVENUE

No: Date:

Issue:

CLIENT

Related Companies CAST IRON K-515 DYNAMETRIC BATH

60 Columbus Circle, 19th Floor New York, NY D

BATTERY PARK CITY AUTHORITY

3 L400

LM-06

6 L401

BUILT-IN OUTDOOR KITCHEN & SEATING SEE ARCHITECTURAL DWGS

WOOD PEDESTAL PAVER

FREESTANDING PLANTER "B"

LM-04

BUILT-IN OUTDOOR KITCHEN SEE ARCHITECTURAL DWGS, TYP.

PROJECT

FREESTANDING PLANTER "A"

TRASH AND RECYCLING, SEE SPECIFICATIONS, TYP.

1 L400

8 L401

ONE WORLD FINANCIAL CENTER New York, NY

8 L401 2 SYNTHETIC L401 TURFGRASS (REAL TURFGRASS AS ALTERNATE, SEE L131)

TRASH AND RECYCLING, SEE SPECIFICATIONS, TYP.

LM-03

TRIBECA GREEN 325 NORTH END AVENUE BATTERY PARK CITY, NY

LM-07

TITLE:

MATERIALS PLAN SCALE: 1/8=1'0" 03.15.2021 DATE: 17.121 PROJECT No:

B BUILT-IN WOOD BANQUETTE SEATING

1 L400

LM-02

BUILT-IN WOOD PLANTER

2 L400

LM-02

MISTING POLE

9 L401

LM-09

FURNITURE, SEE SPECIFICATIONS, TYP. WOOD PEDESTAL PAVER

6 L401

LM-06

PEDESTAL PAVER

5 L401

LM-05

BUILT-IN METAL PLANTER 1 L401

FURNITURE, SEE SPECIFICATIONS, TYP.

LM-01

L110 .00

FURNITURE, SEE SPECIFICATIONS, TYP.

MATERIALS PLAN 1/8" = 1'-0"

NYS LIC.#

JAKOB CABLE ROPE SYSTEM, SEE ARCHITECTURE DRAWINGS, TYP.; SINGLE VERTICAL CABLE. LOCATIONS SHOW ON DRAWINGS; JAKOB ROPE SYSTEMS, 2665 NW 1st Ave, Boca Raton, FL 33431, (866) 215-1421, info@jakob-usa.com.

ISMAEL LEYVA

A R C H I T E C T S, P. C.

WRAP BLACK SYNTHETIC RUBBER TIES AROUND VINE TO ATTACH TO CABLE SYSTEM. WRAP VINE INTO CABLE SYSTEM WHERE APPLICABLE TO ALLOW THE VINE TO ATTACH DIRECTLY. VINE CONNECITON POINTS SHALL BE V.I.F., TYP.

PLANTING ON STRUCTURE, SEE PLANTING PLANS, TYP.

Robert A.M. Stern Architects

TOP OF ROOT BALL SHALL BE FLUSH WITH FINISHED GRADE, ROOT FLARE SHALL BE VISIBLE.

VINE PLANTING ON STRUCTURE, SEE PLANTING PLANS, TYP.

460 West 34th st. New York, NY

Robert A.M. Stern Architects

2" SHREDDED HARDWOOD BARK MULCH

MECHANICAL ENCLOSURE FACADE, SEE ARCHITECTURE DRAWINGS, TYP. 2" SHREDDED HARDWOOD BARK MULCH

FINISHED GRADE, SEE GRADING PLANS, TYP.

Landscape Architecture New York, NY

ROOF DRAIN CLEAN OUT PIPE WITH COVER. COORDINATE WITH M.E.P. REF A730 DETAIL 4

Structural Engineer New York, NY

WSP USA

LIGHTLY COMPACTED 'R-01' SOIL MIX, SEE L-140 SOILS PLAN

Loring Consulting Engineers, Inc

COMPACTED 'R-01' SOIL MIX, SEE L-140 SOILS PLAN LIGHTLY COMPACTED 'R-01' SOIL MIX, SEE L-140 SOILS PLAN

VEGETATIVE ROOF SYSTEM, BY ARCHITECT, TYP. REF TO A700's

VEGETATIVE GREEN ROOF SYSTEM, BY ARCHITECTS, TYP. REFER A-700's

STRUCTURAL SLAB BY OTHERS, TYP.

Longman Lindsey

DRAIN & SLAB PENETRATION MULTIPLE LOCATIONS PER PLANTER COORDINATE LOCATION WITH M.E.P.

BOCA Group

Acoustical Consultant New York, NY Elevator Consultant New York, NY

NOTES: 1. REMOVE BURLAP FROM TOP 1/3 OF BALL. 2. REMOVE ALL WIRE, PLASTIC, TAGS, OR OTHER SYNTHETIC MATERIAL COMPLETELY PRIOR TO PLANTING. 3. PLANT SHRUB SUCH THAT BASE OF TRUNK IS VISIBLE ABOVE FINISHED GRADE. 4. KEEP MULCH 3 INCHES AWAY FROM ROOT COLLAR. 5. WATER THOROUGHLY AFTER INSTALLATION. 6. ALL WEIGHT CALCULATIONS PER STRUCTURAL ENGINEER. 7. PLANTER PIT DEPTHS VARY SEE GRADING PLAN, TYP.

NOTES: 1. ROOTS MUST BE KEPT MOIST. 2. REMOVE ALL WIRE, PLASTIC, TAGS, OR OTHER SYNTHETIC MATERIAL COMPLETELY PRIOR TO PLANTING. 3. KEEP MULCH 3 INCHES AWAY FROM ROOT COLLAR. 4. VINE SHALL BE SET PLUMB IN PIT AND LOCATED A MAXIMUM OF 12" FROM WALL FACADE. 5. WATER THOROUGHLY AFTER INSTALLATION. 6. PRUNING SHALL ONLY OCCUR BY DIRECTION OF LANDSCAPE ARCHITECT OR CERTIFIED ARBORIST.

MEP Engineer New York, NY

Cline Bettridge Bernstein Lighting Design Consultant New York, NY

NOTES:

NOT USED

VINE ON STRUCTURE

SHRUB BALL AND BURLAP ON STRUCTURE

1/2" = 1'-0"

1/2" = 1'-0" LANDSCAPE DRAWINGS ONLY FOR DESIGN INTENT, REFER TO ARCHITECTURAL SET A-700's FOR DETAILS

PLANT SPACING CHART

TREE CANOPY

SPACING "D"

ROOT BALL POLYPROPELENE TIE

ROOT BALL

ROW A

GALVANIZED OR S.S. ANCHOR

POLYPROPELENE TIE

8" O.C.

5 51" 7"

10" O.C.

8 23"

12" O.C.

10 25"

18" O.C.

15 53"

24" O.C. 30" O.C.

20 45" 26"

36" O.C.

30"

6" O.C.

ROW A

TREE CANOPY

ROW "A"

No: Date: 01 05/28/20 02 07/02/20 03 07/30/20 04 08/31/20 05 11/20/02 06 11/30/20 07 03/15/21

Issue: 50% DD - BY RAMSA 70% DD - BY RAMSA 90%DD - BY RAMSA 100%DD - BY RAMSA DOB ISSUANCE - FIRST FLOOR 50% CONSTRUCTION DOCUMENTS ISSUE FOR CONSTRUCTION ISSUED FOR CONSTRUCTION

No: Date:

Revision:

PLAN VIEW

2" SHREDDED HARDWOOD BARK MULCH ROOF DRAIN CLEAN OUT PIPE WITH COVER AT FINISHED GRADE, COORDINATE WITH M.E.P.A-730 DETAIL 4 FOR PLANTER DRAIN DETAIL LIGHTLY COMPACTED "R-01" SOIL MIX, SEE L-140 SOILS PLAN VEGETATIVE ROOF SYSTEM , BY ARCHITECT, TYP. REF TO A-700 STRUCTURAL SLAB BY OTHERS, TYP.

TOP OF ROOT BALL SHALL BE FLUSH WITH FINISHED GRADE, TRUNK FLARE SHALL BE VISIBLE.

SECTION VIEW

SOIL SAUCER ROOF DRAIN CLEAN OUT PIPE WITH COVER AT FINISHED GRADE, COORDINATE WITH M.E.P. REF TO A-730 DETAIL 4 FOR PLANTER DRAIN DETAIL

DEPTH AS DETERMINED BY ROOT BALL DEPTH SEE SPECIFICATIONS

SEE GRADING PLAN, TYP.

2" SHREDDED HARDWOOD BARK MULCH, FINISHED GRADE, SEE PLANS, TYP.

TOP OF ROOT BALL SHALL BE FLUSH WITH FINISHED GRADE, TRUNK FLARE SHALL BE VISIBLE.

DUCKBILL ROOTBALL ANCHOR SYSTEM, EQUALLY SPACED AROUND ROOT BALL; DUCKBILL EARTH ANCHORS, Maclean Civil Products, 481 Munn Road, Suite 300, Fort Mill, SC 29715, (800) 325-5360, civil-csr@macleanpower.com.

NOTES: 1. REMOVE ALL WIRE, PLASTIC OR CONTAINER, TAGS, OR OTHER SYNTHETIC MATERIAL PRIOR TO PLANTING. 2. WATER THOROUGHLY AFTER INSTALLATION. 3. PLANTER PIT DEPTHS VARY SEE GRADING PLAN, TYP. 4. "VEGETATIVE ROOF SYSTEM" BY ARCHITECT, TYP.

ROOF DRAIN CLEAN OUT PIPE WITH COVER AT FINISHED GRADE, COORDINATE WITH M.E.P. A-730 DETAIL 4 FOR PLANTER DRAIN DETAIL

COMPACTED 'R-01' SOIL MIX BELOW ROOT BALL, SEE L-140 SOILS PLAN

PEDESTAL PAVER

NOTES: 1. REMOVE BURLAP FROM TOP 1/3 OF BALL. 2. REMOVE ALL WIRE, PLASTIC, TAGS, OR OTHER SYNTHETIC MATERIAL COMPLETELY PRIOR TO PLANTING. 3. MARK NORTH SIDE OF TREE IN NURSERY AND LOCATE TO THE NORTH WHEN PLANTED. 4. TREE SHALL BE SET PLUMB AND CENTERED IN PLANTING PIT OF PROPOSED LOCATION. 5. KEEP MULCH 3 INCHES AWAY FROM ROOT COLLAR. 6. WATER THOROUGHLY AFTER INSTALLATION. 7. PRUNING SHALL ONLY OCCUR BY DIRECTION OF LANDSCAPE ARCHITECT OR CERTIFIED ARBORIST. TREE LEADER SHALL NOT BE CUT. 8. ALL WEIGHT CALCULATIONS PER STRUCTURAL ENGINEER. 9. PLANTER PIT DEPTHS VARY SEE GRADING PLAN, TYP.

MULTISTEM TREE ON STRUCTURE 1/2" = 1'-0"

DEPTH AS DETERMINED BY ROOT BALL DEPTH SEE SPECIFICATIONS

DRAIN & SLAB PENETRATION, MULTIPLE LOCATIONS PER PLANTER COORDINATE LOCATIONS WITH M.E.P., TYP.

SEE GRADING PLAN, TYP.

SECTION VIEW

NORTH END AVENUE

No: Date:

Issue:

CLIENT

Related Companies 60 Columbus Circle, 19th Floor New York, NY

ONE WORLD FINANCIAL CENTER New York, NY

5 L401

SOIL DEPTH VARIES, 6" MIN. COORDINATE WITH ARCHITECT OF RECORD AND MEP ENGINEER

STONE CURB ALTERNATE

3 L401

REAL TURFGRASS, SEE MATERIALS PLAN, TYP.

TRIBECA GREEN 325 NORTH END AVENUE BATTERY PARK CITY, NY

"SOIL R-2", 6" MIN. DEPTH, SEE SOILS PLAN, TYP. DRAINAGE LAYER: "Garden Drain GR15"; AS MANUFACTURED BY AMERICAN HYDROTECH, INC.; 303 East Ohio Street, Chicago, IL 60611; (312) 337-4998, INSTALL PER MANUFACTURERS SPECIFICATIONS, TYP.

PLANTING DETAIL SCALE: AS NOTED 03.15.2021 DATE: 17.121 PROJECT No:

RIGID INSULATION BY OTHERS, TYP.

COMPACTED 'R-01' SOIL MIX BELOW ROOT BALL, SEE L-140 SOILS PLAN VEGETATIVE ROOF SYSTEM BY ARCHITECT, TYP. REF TO A-700's

NOTES: 1. WATER THOROUGHLY AFTER INSTALLATION, TYP. 2. STRUCTURAL ASSEMBLY PROVIDED BY OTHERS, TYP. 3. ALL WEIGHT CALCULATIONS PER STRUCTURAL ENGINEER, TYP. 4. ROOF DRAINS, DRAINAGE MAT, ROOT BARRIER, WATER PROOFING BY ARCHITECT OF RECORD, TYP.

STRUCTURAL SLAB BY OTHERS, TYP. SECTION VIEW

PROJECT

STRUCTURAL SLAB BY OTHERS, TYP.

BATTERY PARK CITY AUTHORITY

1" = 1'-0"

2" SHREDDED HARDWOOD BARK MULCH, FINISHED GRADE, SEE PLANS, TYP.

VEGETATIVE ROOF SYSTEM, BY ARCHITECT, TYP. REF TO A-700's

DRAIN & SLAB PENETRATION MULTIPLE DRAINS PER PLANTER, COORDINATE LOCATIONS WITH M.E.P.

GROUNDCOVER ON STRUCTURE

SOIL SAUCER

LIGHTLY COMPACTED 'R-01' SOIL MIX, SEE L-140 SOILS PLAN

KEY PLAN

WARREN STREET

GROUNDCOVER, SEE PLANTING PLAN

SEE GRADING PLAN, TYP.

PLAN VIEW

TREE ON STRUCTURE 1/2" = 1'-0"

DRAIN & SLAB PENETRATION, MULTIPLE LOCATIONS PER PLANTER COORDINATE LOCATIONS WITH M.E.P., TYP.

REAL TURFGRASS ON STRUCTURE - ALTERNATE 1" = 1'-0"

L410 .00

DRAIN & SLAB PENETRATION COORDINATE WITH MEP

NYS LIC.#

SCUPPER DRAIN IN CONT. CURB BELOW

COLUMN BEYOND,

12" HIGH WITH 1'-0" CURB STEP CURB

D N D

8'-2"

N D

Loring Consulting Engineers, Inc MEP Engineer New York, NY

Longman Lindsey

N AI R

TOP OF SOIL H.P. = +33.0

O SL

EQ.

16" HIGH NO STEP CURB

(NO PROPOSED WORK)

TOP OF SOIL L.P. = +24.0

18'-1 1/2"

14 15 16 17

HIGH POINT

16" HIGH NO STEP CURB

No: Date:

3" 4

4'-3"

10'-4"

3'-7"

PROJECT

2'-0"

TRIBECA GREEN

15'-11"

NEW SLOPE FILL

B.O. SOIL +33.0

T.O. PLANTER +36.0

B.O. SOIL +24.0

15TH FLOOR T.O.S. EL. = + 149'-10"

10"

TOP OF SOIL L.P. = +24.0

A-727 A-751

ONE WORLD FINANCIAL CENTER New York, NY

DRAINAGE BOARD

67 8"

9" (V.I.F.)

1” AirDrain SYSTEM

BATTERY PARK CITY AUTHORITY

4" ROOF INSULATION

T.O. PAVERS EL. = + 150'-7"

60 Columbus Circle, 19th Floor New York, NY

EPDM ROOF MEMBRANE

FILTER FABRIC

Issue:

Related Companies

TOP OF SOIL H.P. = +34.0

NEW 8" REINF. CONCRETE CURB

CONCRETE PAVERS

CLIENT

NORTH END AVENUE

TOP OF SOIL H.P. = +43.0

COLUMN BASE PLATE BEYOND

2" 2"

Revision:

KEY PLAN

STAIR C

TOP OF SOIL H.P. = +43.0

4" ROOF INSULATION

No: Date:

B.O. SOIL

9'-11"

1'-0" CURB

7'-10"

10 11 12 13

11/16" GENIEMAT BELOW PEDESTALS FOR SHOCK ABSORPTION & IMPACT SOUND REDUCTION

Issue: 50% - BY RAMSA DOCUMENTS 50% DD CONSTRUCTION 70% DD BY RAMSA DOCUMENTS 100% CONSTRUCTION 90%DD - BY RAMSA 100%DD - BY RAMSA DOB ISSUANCE - FIRST FLOOR 50% CONSTRUCTION DOCUMENTS ISSUE FOR CONSTRUCTION ISSUED FOR CONSTRUCTION

16" HIGH NO STEP CURB

8'-9"

ADJUSTABLE PEDESTAL PAVER SUPPORTS

No: Date: 01 05/28/20 1 11/30/20 02 2 07/02/20 01/18/21 03 07/30/20 04 08/31/20 05 11/20/02 06 11/30/20 07 03/15/21

2 A-727 A-751

(NO PROPOSED WORK)

Lighting Design Consultant New York, NY

SIM

8'-2"

Cline Bettridge Bernstein

REFER TO ARCHITECTURAL SET A-750's FOR DETAILS. LANDSCAPE DRAWINGS L-400's ONLY FOR DESIGN INTENT.

7'-10"

8'-0"

1'-0" CURB

TOP OF SOIL H.P. = +43.0

Elevator Consultant New York, NY

NOTES:

2 A-711

3'-6 3/4"

4'-7 1/2"

8'-2"

3'-6 3/4"

EQ.

PITCH @ 1/8" PER FT.(TYP.)

5"X24" IAC ACOUSTIC PANEL (TYP.)

2 A-730 A-750

2" 2"

3" 4

T.O. SLOPED PLANTER H.P. = +39.0

TOP OF SOIL H.P. = +33.0 11'-6"

MECH. RM.

2 A-710

TOP OF SOIL T.O. PAVERS L.P. = +24.0 +00.0

15'-6"

17'-6"

T.O. SLOPED PLANTER H.P. = +36.0

10'-0"

BOCA Group

3'-7"

EXTERIOR (MECHANICAL ROOM)

3 A-730 A-750

EQ.

EXTERIOR (ROOF TERRACE)

Acoustical Consultant New York, NY

B.O. SOIL +24.0

DOOR W/ SOUND ATTENUATION INSULATION

B.O. SOIL +33.0

WSP USA

N AI R D

A-727 A-751

1 A-726 A-752

Landscape Architecture New York, NY Structural Engineer New York, NY

16" HIGH NO STEP CURB

STEEL C-CHANNEL ABOVE DOOR OPENING

Robert A.M. Stern Architects Robert A.M. Stern Architects

1'-0" CURB

13'-6"

B.O. SOIL +24.0

T.O. PLANTER +30.0 (TYP.)

TOP OF SOIL L.P. = +24.0

1' HIGH CURB

T.O. SLOPED PLANTER L.P. = +30.0

12" HIGH WITH STEP CURB

2'-0"

8" HIGH NO STEP CURB

TOP OF SOIL L.P. = +24.0

2"X3" VERTICAL POWDER COATED ALUMINUM TUBES (TO MATCH HORIZONTAL TUBES)

A R C H I T E C T S, P. C.

LOW POINT1'-0"

IAC ACOUSTIC PANEL (TYP.)

MT-06 CONT. 2"x3/4" HORIZONTAL POWDER COATED ALUMINUM TUBES (TO MATCH ADJACENT HORIZONTAL STEEL BARS)

2'-10"

LOW POINT

1'-0"

ISMAEL LEYVA

T.O. SLOPED PLANTER H.P. = +39.0

A-725 A-754

6'-0"

460 West 34th st. New York, NY

EQ.

6'-8"

SCUPPER DRAIN IN CONT. CURB BELOW

1 A-711

CONT. STEEL ANGLE

T.O. SLOPED PLANTER L.P. = +30.0

5 A-728 A-752

2 A-726 A-755

T.O. PAVERS +00.0

1'-0" CURB

T.O. SLOPED PLANTER H.P. = +36.0

WARREN STREET

11'-5 1/2"

T.O. PLANTER +36.0

1'-0"

T.O. SLOPED PLANTER H.P. = +36.0

SIM 3 A-730 A-750

1 A-710

TOP OF SOIL L.P. = +24.0 T.O. SLOPED PLANTER L.P. = +30.0

SIM 3 A-730 A-750

T.O. PLANTER +30.0 (TYP.)

325 NORTH END AVENUE BATTERY PARK CITY, NY TITLE:

15TH FLOOR MECH. ENCL.DTLS - 1 SCALE: AS NOTED 03.15.2021 DATE: 17.121 PROJECT No:

T.O. PAVERS +00.0

FLUID APPLIED ROOF MEMBRANE PITCHED CONCRETE TO DRAIN @ 1/8" PER FOOT TYPICAL

A725 .00

EXISTING CONCRETE SLAB. SEE STR'L DWGS

SECTION @ MECH. ENCLOSURE DOOR @ 15TH FLOOR 1-1/2"=1'-0"

ENLARGED PARTIAL PLAN @ STAIR C (#3) & EXTERIOR MECH. SPACE @ 15TH FLOOR TERRACE 1/2"=1'-0"

NYS LIC.#

IAC ACOUSTIC PANEL (TYP.) ADJUSTABLE PEDESTAL PAVER SUPPORTS 11/16" GENIEMAT BELOW PEDESTALS FOR SHOCK ABSORPTION & IMPACT SOUND REDUCTION

SCUPPER DRAIN OPENING

T.O. PAVERS +00.0

EPDM ROOF MEMBRANE 4" ROOF INSULATION

FILTER FABRIC

NEW SLOPE FILL

9" (V.I.F.)

12'-2"

Landscape Architecture New York, NY

8" HIGH CURB NO STEP LOW POINT

6'-8"

16" HIGH CURB WITH STEP

A-754 A725

1” AirDrain SYSTEM

1'-0"

460 West 34th st. New York, NY

SIM

16" HIGH CURB WITH STEP

15TH FLOOR T.O.S. EL. = + 149'-10"

16" HIGH CURB NO STEP

Longman Lindsey Acoustical Consultant New York, NY

EXISTING CONCRETE SLAB. SEE STR'L DWGS

PITCH @ 1/8" PER FT.(TYP.)

Loring Consulting Engineers, Inc MEP Engineer New York, NY

1'-0"

10"

WSP USA Structural Engineer New York, NY

TOP OF SOIL L.P. = +33.0

10'-2"

FLUID APPLIED ROOF MEMBRANE

Robert A.M. Stern Architects Robert A.M. Stern Architects

2'-0"

T.O. PAVERS EL. = + 150'-7"

T.O. PLANTER +39.0 (TYP.)

NEW REINF. CONCRETE CURB

A-730 A-750

BOCA Group

HIGH POINT

2" 2"

1'-0"

3" 4

CONCRETE PAVERS

1” AirDrain SYSTEM

A R C H I T E C T S, P. C.

SIM

4" ROOF INSULATION

ISMAEL LEYVA

COLUMN BEYOND

Elevator Consultant New York, NY

Cline Bettridge Bernstein Lighting Design Consultant New York, NY

TOP OF SOIL H.P. = +39.0

SECTION DETAIL @ SCUPPER DRAIN @ EXTERIOR MECH. SPACE @ 15TH FLOOR TERRACE 1-1/2"=1'-0" BUILT-IN METAL PLANTER RETAINING WALL SYSTEM IAC ACOUSTIC PANEL (TYP.)

ROOT BARRIER ON TOP OF INSULATION & PLANTER SIDEWALLS

16" HIGH CURB WITH STEP

NON-SHRINK GROUT / LEVELING COMPOUND

NEW REINF. CONCRETE CURB

SCUPPER DRAIN IN CONT. CURB BELOW

HEAVY DUTY FILTER FABRIC PROTECTION

23'-8"

ANCHOR BOLT EMBEDDED IN CONCRETE CURB EPDM ROOF MEMBRANE

2 A726 A-7

NEW SLOPE FILL

1” AirDrain SYSTEM

WATERPROOFING MEMBRANE ON SLAB & WOOD PLANTER SIDEWALLS

1'-0" DR

SCUPPER DRAIN IN CONT. CURB BELOW

5"X24" IAC ACOUSTIC PANELS (TYP.)

HIGH POINT

TOP OF SOIL L.P. = +33.0

No: Date: 01 05/28/20 02 07/02/20 03 07/30/20 04 08/31/20 05 11/20/02 06 11/30/20 07 03/15/21

Issue: 50% DD - BY RAMSA 70% DD - BY RAMSA 90%DD - BY RAMSA 100%DD - BY RAMSA DOB ISSUANCE - FIRST FLOOR 50% CONSTRUCTION DOCUMENTS ISSUE FOR CONSTRUCTION ISSUED FOR CONSTRUCTION

No: Date:

Revision:

AI N

1'-0"

SECTION DETAIL @ EXTERIOR MECH. ENCLOSURE CURB/COLUMN @ 15TH FLOOR TERRACE

SIM

1-1/2"=1'-0"

HIGH POINT

EXISTING CONCRETE SLAB. SEE STR'L DWGS

SEAL ALL PENETRATION

16'-10"

SIM

4" ROOF INSULATION

4" RIGID INSULATION

1'-0"

REFER TO ARCHITECTURAL SET A-750's FOR DETAILS. LANDSCAPE DRAWINGS L-400's ONLY FOR DESIGN INTENT.

26'-2"

STEEL BASE PLATE @ STEEL COLUMN LOCATIONS. SEE MECH. ENCLOSURE PLANS

SL O

A730 A-750

PITCH @ 1/8" PER FT.(TYP.)

16" HIGH CURB NO STEP

KEY PLAN

DR A

16" HIGH CURB WITH STEP

3 2

WARREN STREET

5 A728 A-752

19'-8"

DRAINAGE BOARD ON ALL HORIZONTAL & VERTICAL PLANTER SURFACES

1 A728 A-752

21'-8"

SIM

COLUMN BEYOND

SIM

PITCH @ 1/8" PER FT.(TYP.)

FILTER FABRIC ON ALL HORIZONTAL & VERTICAL PLANTER SURFACES

PITCH @ 1/8" PER FT.(TYP.)

NOTES:

NORTH END AVENUE

No: Date:

Issue:

1'-0"

CLIENT

Related Companies 4'-6"

60 Columbus Circle, 19th Floor New York, NY

4'-6"

1'-0"

7'-2"

1'-0"

TOP OF SOIL L.P. = +33.0

BATTERY PARK CITY AUTHORITY

LOW POINT

ONE WORLD FINANCIAL CENTER New York, NY

1'-0"

16" HIGH CURB WITH STEP

PROJECT

T.O. PLANTER +39.0 (TYP.)

ST. STL. BASE FLASHING

T.O. PAVERS +00.0

15TH FLOOR

1'-2"

1'-6"

33 8"

325 NORTH END AVENUE BATTERY PARK CITY, NY TITLE:

15TH FLOOR MECH. ENCL.DTLS - 2

CONCRETE CURB 1'-4"

115 8"

TRIBECA GREEN

SCALE: AS NOTED 03.15.2021 DATE: 17.121 PROJECT No:

3" SEMI RIGID INSULATION VAPOUR BARRIER 5/8" GYP. BOARD

T.O.S.

A726 .00

SECTION THRU CORNER WINDOW @ 15TH FLOOR TERRACE 1-1/2"=1'-0"

ENLARGED PARTIAL PLAN @ EXTERIOR MECH. SPACE @ 15TH FLOOR TERRACE 1/2"=1'-0"

NYS LIC.#

ISMAEL LEYVA

A R C H I T E C T S, P. C.

EXISTING CAST STONE COPING EXISTING CAST STONE COPING

1'-0" 2"

1'-1"

Robert A.M. Stern Architects 460 West 34th st. New York, NY

Robert A.M. Stern Architects

1'-0" CORNICE

1 2"

1'-2"

Landscape Architecture New York, NY

EXISTING ROOFING TO REMAIN

2"X3" POWDER COATED VERTICAL STEEL TUBE

EXISTING ROOFING TO REMAIN

WSP USA Structural Engineer New York, NY

Loring Consulting Engineers, Inc MEP Engineer New York, NY

EXISTING NORMAN JUMBO BRICK

J 1'-1" 4 BC

Longman Lindsey Acoustical Consultant New York, NY

BLKHD T.O.S. EL. = + 158'-10"

BOCA Group

MT-06 CONT. 2"x3/4" HORIZONTAL POWDER COATED STEEL BARS

BLKHD T.O.S. EL. = + 158'-10"

Elevator Consultant New York, NY

Cline Bettridge Bernstein Lighting Design Consultant New York, NY

I EXISTING CONC. SLAB.

2"X3" VERTICAL POWDER COATED ALUMINUM TUBES (TO MATCH HORIZONTAL TUBES) MT-06 CONT. 2"x3/4" HORIZONTAL POWDER COATED ALUMINUM TUBES (TO MATCH ADJACENT HORIZONTAL STEEL BARS)

6'-1"

ANGLE BRACKET ATTACHED TO DOOR

EXISTING CONC. SLAB. NOTES:

EXISTING LOUVER

2"X3" VERTICAL POWDER COATED ALUMINUM TUBES (TO MATCH HORIZONTAL TUBES)

MT-06 CONT. 2"x3/4" HORIZONTAL POWDER COATED ALUMINUM TUBES (TO MATCH ADJACENT HORIZONTAL STEEL BARS)

REFER TO ARCHITECTURAL SET A-750's FOR DETAILS. LANDSCAPE DRAWINGS L-400's ONLY FOR DESIGN INTENT.

H EXISTING INSULATED 2HR. RATED HOLLOW METAL DOOR & FRAME W/ WEATHERSTRIPPING

SHIM AS REQ'D

10'-0"

STEEL ANGLE BRACKET

10'-7"

EXTERIOR (ROOF TERRACE)

INTERIOR (STAIR "C")

INTERIOR (MECHANICAL ROOM)

CAULK 7'-4" M.O. 27 BC +1"

No: Date:

Revision:

2 PART - REGLET/METAL CAP FLASHING

8'-6"

7'-0" DOOR

55 8"

FLASHING AT TUBE (BEYOND)

No: Date: 01 05/28/20 1 11/30/20 02 2 07/02/20 01/18/21 03 07/30/20 04 08/31/20 05 11/20/02 06 11/30/20 07 03/15/21

TOP OF PLANTER WALL BEYOND

TOP OF SOIL

MEMBRANE WATERPROOFING

LINE OF CONC. CURB @ PLANTER BEYOND

4" ROOF INSULATION

11/16" GENIEMAT BELOW PEDESTALS FOR SHOCK ABSORPTION & IMPACT SOUND REDUCTION

ROOT BARRIER ON BOTTOM & SIDES TO WITHIN 2" OF FINISHED GRADE

ADJUSTABLE PEDESTAL PAVER SUPPORTS

3" 4

MEMBRANE WATERPROOFING INSIDE PLANTER

1'-2"

FILTER FABRIC

60 Columbus Circle, 19th Floor New York, NY

115 8"

BATTERY PARK CITY AUTHORITY ONE WORLD FINANCIAL CENTER New York, NY PROJECT

TRIBECA GREEN

1” AirDrain SYSTEM

15TH FLOOR T.O.S. EL. = + 149'-10"

325 NORTH END AVENUE BATTERY PARK CITY, NY

1” AirDrain SYSTEM

SEAL ALL PENETRATION

10"

Issue:

Related Companies

4" RIGID INSULATION

T.O. LANDING EL. = + 149'-10"

CLIENT

HEAVY DUTY FILTER FABRIC PROTECTION 1/8" PITCHED CONC.

No: Date:

FILTER FABRIC

T.O. PAVERS EL. = + 150'-7" (VIF)

NORTH END AVENUE

4" TO 1" SMOOTH ROUNDED RIVER STONES

CONCRETE PAVERS

1 PLANTER HEIGHT VARIES. (SEE LANDSCAPING DWGS)

18" TO 36" REF TO LANDSCAPE

KEY PLAN

WARREN STREET

CONCRETE CURB

TITLE:

15TH FLOOR MECH. ENCL.DTLS SCALE: AS NOTED 03.15.2021 DATE: 17.121 PROJECT No:

B EXISTING INSULATION EXISTING INSULATION FLUID APPLIED ROOF MEMBRANE EXISTING CONC. SLAB. EXISTING CONC. SHEAR EXISTING CONC. SLAB.

A727 .00

SECTION @ EXTERIOR DOOR @ STAIR "C" BULKHEAD @ 15TH FLOOR 1-1/2"=1'-0"

SECTION @ MECH. SCREEN @ ROOF PLANTER & MECH. ROOM @ 15TH FLOOR 1-1/2"=1'-0"

NYS LIC.#

2'-0"

IAC ACOUSTIC PANEL (TYP.) COLUMN BEYOND

ISMAEL LEYVA

A R C H I T E C T S, P. C.

T.O.CONC. EL. = + 151'-1"

CONT. STEEL ANGLE REINF. CONCRETE CURB.(SEE STRUCTURAL ENGINEERING DRAWINGS)

4" TO 1" SMOOTH ROUNDED RIVER STONES

MT-06 CONT. 2"x3/4" HORIZONTAL POWDER COATED ALUMINUM TUBES (TO MATCH ADJACENT HORIZONTAL STEEL BARS)

WSP USA Structural Engineer New York, NY

Loring Consulting Engineers, Inc

PITCHED CONCRETE TO DRAIN @ 1/8" PER FOOT TYPICAL

MEP Engineer New York, NY

Longman Lindsey

MT-06 CONT. 2"x3/4" HORIZONTAL POWDER COATED ALUMINUM TUBES (TO MATCH ADJACENT HORIZONTAL STEEL BARS)

DRAINAGE MAT

1'-0"

1” AirDrain SYSTEM WATERPROOFING MEMBRANE

Landscape Architecture New York, NY

COLUMN BEYOND, ACOUSTIC MANUF.

4" ROOF INSULATION

FILTER FABRIC

Robert A.M. Stern Architects

3" 4

EPDM ROOF MEMBRANE

BUILT-IN METAL PLANTER

2"X3" VERTICAL POWDER COATED ALUMINUM TUBES (TO MATCH HORIZONTAL TUBES)

T.O.PANEL. EL. = + 160'-7"

2'-0"

1'-47 8"

460 West 34th st. New York, NY

IAC ACOUSTIC PANEL (TYP.)

EQ EQ

ROOT BARRIER ON BOTTOM & SIDES TO WITHIN 2" OF FINISHED GRADE

13 4"

IAC ACOUSTIC PANEL (TYP.) T.O.PANEL. EL. = + 160'-7" COLUMN BEYOND

35 8"

Robert A.M. Stern Architects

CONT. STEEL ANGLE

Acoustical Consultant New York, NY

BOCA Group

2"X3" VERTICAL POWDER COATED ALUMINUM TUBES (TO MATCH HORIZONTAL TUBES)

HEAVY DUTY FILTER FABRIC PROTECTION

Elevator Consultant New York, NY

Cline Bettridge Bernstein Lighting Design Consultant New York, NY

JAKOB GREEN SOLUTIONS ROPE SYSTEM TYP.

I SEAL ALL PENETRATION

SECTION DETAIL @ MECH. ENCLOSURE CONC. CURB @ 15TH FLOOR

NOTES:

2'-0"

1" 5'-112

2'-0"

EXISTING CONC. SLAB. SEE STR'L DWGS

3"=1'-0" REFER TO ARCHITECTURAL SET A-750's FOR DETAILS. LANDSCAPE DRAWINGS L-400's ONLY FOR DESIGN INTENT.

COLUMN BEYOND, ACOUSTIC MANUF.

EXTERIOR (MECHANICAL ROOM)

EXTERIOR (ROOF PLANTER)

STEEL BASE PLATE.

EXTERIOR (MECHANICAL ROOM)

2" 3" 4

EXTERIOR (ROOF TERRACE)

IAC ACOUSTIC PANEL (TYP.) 2"

IAC ACOUSTIC PANEL (TYP.)

No: Date:

Revision:

1" 24

2'-0"

REINF. CONCRETE CURB. (SEE STRUCTURAL ENGINEERING DRAWINGS)

EQ.

2'-0"

EQ.

No: Date: 01 05/28/20 1 11/30/20 02 2 07/02/20 01/18/21 03 07/30/20 04 08/31/20 05 11/20/02 06 11/30/20 07 03/15/21

2"x3" SUPPORT

2'-0"

METAL CAP FLASHING BUILT-IN METAL RETAINING WALL PLANTER BED SYSTEM. SEE LANDSCAPE DWGS.

KEY PLAN

BOXED ALUMINUM FLASHING COLUMN BASE PLATE BEYOND

T.O.CONC. EL. = + 151'-1" NEW REINF. CONCRETE CURB (SEE STRUCTURAL ENGINEERING DRAWINGS)

BUILT-IN METAL PLANTER

STEEL BASE PLATE

15TH FLOOR T.O.S. EL. = + 149'-10" 1” AirDrain SYSTEM

10"

SEALANT

EQ.

NEW REINF. CONCRETE CURB (SEE STRUCTURAL ENGINEERING DRAWINGS)

LEAVE OUT POCKET

EQ.

COLUMN @ 8'-0" TYP

Note: All curbs supporting sound barrier system are reinforced to receive imposed sound barrier system loading. See structural drawings for reinforced curb design and connection to existing structure

SECTION @ ROOF TERRACE & EXTERIOR MECH. @ 15TH FLOOR 1-1/2"=1'-0"

CLIENT

HIGH POINT

BATTERY PARK CITY AUTHORITY ONE WORLD FINANCIAL CENTER New York, NY PROJECT

TRIBECA GREEN

HEAVY DUTY FILTER FABRIC PROTECTION

325 NORTH END AVENUE BATTERY PARK CITY, NY 15TH FLOOR T.O.S. 15TH FLOOR T.O.S. EL. = + 149'-10" EL. = + 149'-10" TITLE:

1” AirDrain SYSTEM SEAL ALL PENETRATION

15TH FLOOR MECH. ENCL.DTLS SCALE: AS NOTED 03.15.2021 DATE: 17.121 PROJECT No:

EXISTING CONCRETE SLAB. SEE STR'L DWGS

FLUID APPLIED ROOF MEMBRANE

NEW SLOPE FILL

ROOF WATERPROOFING MEMBRANE

EXISTING CONCRETE SLAB. SEE STR'L DWGS

PITCHED CONCRETE TO DRAIN @ 1/8" PER FOOT TYPICAL

EPDM ROOF MEMBRANE T.O.CONC. EL. = + 151'-1"

1'-0"

3 -

Issue:

60 Columbus Circle, 19th Floor New York, NY

PITCHED CONCRETE TO DRAIN @1/8" PER FOOT TYPICAL

NEW SLOPE FILL

No: Date:

Related Companies

4" ROOF INSULATION

4" RIGID INSULATION

1" 32 1" 72 1" 52

1" 42

FILTER FABRIC

BOXED ALUMINUM FLASHING

4" ROOF INSULATION LOW POINT

V.I.F

9" (V.I.F.)

1" 24

T.O. PAVERS EL. = + 150'-7"

T.O. CURB EL. = +/- 150'-4 3/4"

4" TO 1" SMOOTH ROUNDED RIVER STONES

NORTH END AVENUE

NEW REINF. CONCRETE CURB (SEE STRUCTURAL ENGINEERING DRAWINGS)

CONCRETE PAVERS

ROOT BARRIER ON BOTTOM & SIDES TO WITHIN 2" OF FINISHED GRADE

EPDM ROOF MEMBRANE

4" ROOF INSULATION

3" 4

11/16" GENIEMAT BELOW PEDESTALS FOR SHOCK ABSORPTION & IMPACT SOUND REDUCTION

12" WIDE REINF. CONCRETE CURB BELOW.

1" 22

ADJUSTABLE PEDESTAL PAVER SUPPORTS

1" 42

COLUMN BASE PLATE BEYOND

10"

1" 1'-34

IAC ACOUSTIC PANEL (TYP.) IAC ACOUSTIC PANEL (TYP.)

1'-0"

3"=1'-0"

IAC ACOUSTIC PANEL (TYP.)

18" TO 36" REF TO LANDSCAPE

ACOUSTICAL SEALANT / BACKER ROD

4 PLANTER HEIGHT VARIES. (SEE LANDSCAPING DWGS)

CONT. HORIZONTAL STEEL TUBE

ELEVATION DETAIL @ MECH. ENCLOSURE CONC. CURB @ 15TH FLOOR

WARREN STREET

EXISTING CONC. SLAB. SEE STR'L DWGS

EQ EQ

PITCHED CONCRETE TO DRAIN @ 1/8" PER FOOT TYPICAL

3" 4

63 4" (CONC. CURB)

3" 4

A728 .00

1'-0"

PLAN DETAIL @ MECH. ENCLOSURE COLUMN @ 15TH FLOOR 3"=1'-0"

SECTION @ ROOF TERRACE PLANTER @ 15TH FLOOR 1-1/2"=1'-0"

NYS LIC.#

Note: Ref to L401, Detail 1. ISMAEL LEYVA

A R C H I T E C T S, P. C.

EXISTING

EXISTING 6" CMU

Robert A.M. Stern Architects

EXISTING BRICK

CONTINUOUS PERIMETER SEALANT

K 6"

PLANTER SCREENED STRAINER DOME

460 West 34th st. New York, NY

55 8"

EXTERIOR (MECHANICAL ROOM)

CONT. ALUM. W/ END DAMS ANGLE SET IN SEALANT @ ALL JOINTS (TYP.)

TOP OF SOIL

Robert A.M. Stern Architects

INTERIOR (MECHANICAL ROOM)

Landscape Architecture New York, NY

WSP USA

WEEP HOLE

NEW FROSTED GLASS

Structural Engineer New York, NY

18" TO 36" REF TO LANDSCAPE

EXISTING TWO PART ALUMINUM CAP FLASHING

MEP Engineer New York, NY

Longman Lindsey

GRAVEL

Acoustical Consultant New York, NY

FILTER FABRIC

BOCA Group

1” AirDrain SYSTEM 4" RIGID INSULATION

Cline Bettridge Bernstein

MECHANICALLY FASTENED SINGLE-PLY REINFORCED EPDM ROOF MEMBRANE

WATERPROOFING MEMBRANE 1” AirDrain SYSTEM

EXISTING

WEEP HOLE @ 24" O.C.

HEAVY DUTY FILTER FABRIC PROTECTION

Lighting Design Consultant New York, NY

115 8"

FACED POLYISO 4" RIGID INSULATION

EXISTING CONCRETE CURB

MORTAR NET ST. STL. CAP FLASHING

EXISTING CONC. SLAB. SEE STR'L DWGS

MEMBRANE FLASHING W/ ST. STL. TERMINATOR BAR

1'-2"

FLASHING

55 8" 2'-0"

Elevator Consultant New York, NY

WATERPROOFING FLASHING MEMBRANE

PAINTED EXTRUDED ALUM SILL

2'-6"

Loring Consulting Engineers, Inc

REMOVE CAP FLASHING, PLACE IN STORAGE, AND REINSTALL AFTER ROOF FLASHING INSTALLATION

NOTES:

EXISTING CONC. SLAB. SEE STR'L DWGS

15TH FLOOR

H T.O.S.

EXISTING INSULATION

10" +/-

15TH FLOOR T.O.S. EL. = + 149'-10"

SECTION DETAIL @ 15TH FLOOR PLANTER DRAIN

SECTION DETAIL @ 15TH FLOOR GLASS WINDOW

1-1/2"=1'-0"

SECTION DETAIL @ MECH. ROOF & MECH. ROOM PENTHOUSE @ 15TH FLOOR

REFER TO ARCHITECTURAL SET A-750's FOR DETAILS. LANDSCAPE DRAWINGS L-400's ONLY FOR DESIGN INTENT.

No: Date: 01 05/28/20 02 07/02/20 03 07/30/20 04 08/31/20 05 11/20/02 06 11/30/20 07 03/15/21

Issue: 50% DD - BY RAMSA 70% DD - BY RAMSA 90%DD - BY RAMSA 100%DD - BY RAMSA DOB ISSUANCE - FIRST FLOOR 50% CONSTRUCTION DOCUMENTS ISSUE FOR CONSTRUCTION ISSUED FOR CONSTRUCTION

No: Date:

Revision:

1-1/2"=1'-0"

Note: Ref to L401, Detail 1.

KEY PLAN

EXTERIOR (ROOF TERRACE)

INTERIOR (APARTMENT)

TOP OF SOIL

RAMP 5 / 8" WOOD PLANKS FINISH

DRAINAGE MAT HEAVY DUTY FILTER FABRIC PROTECTION

10"

115 8"

T.O. PAVERS EL.= + 150' - 7" (VIF)

T.O. RAMP LANDING F.F. EL.= + 150' - 7"

T.O.S. EL.= + 150' - 4"

1/8" PITCHED CONC.

15TH FLOOR T.O.S. EL.= + 149' - 10"

1" 2" 1" 64

FILTER FABRIC

CONCRETE PAVERS

T.O. PAVERS EL. = + 150'-7" (VIF)

15TH FLOOR T.O.S. EL.= + 149' - 10"

No: Date:

Issue:

CLIENT

Related Companies 60 Columbus Circle, 19th Floor New York, NY

BATTERY PARK CITY AUTHORITY ONE WORLD FINANCIAL CENTER New York, NY PROJECT

TRIBECA GREEN 325 NORTH END AVENUE BATTERY PARK CITY, NY TITLE:

ROOF TERRACE DETAILS-1

FLUID APPLIED ROOF MEMBRANE

EXISTING CONC. SLAB. SEE STR'L DWGS

BUILT-UP 3" MIN. L.W. CONCRETE SLAB - ON 60 P.S.I. RIGID INSULATION

ADJUSTABLE PEDESTAL PAVER SUPPORTS

15TH FLOOR T.O.S. EL. = + 149'-10"

SEAL ALL PENETRATION

1 1/2" SEMI-RIGID INSULATION

11/16" GENIEMAT BELOW PEDESTALS FOR SHOCK ABSORPTION & IMPACT SOUND REDUCTION

CONCRETE PAVERS

1/8" PITCHED CONC.

SEALANT

4" ROOF INSULATION

FILTER FABRIC

1 2"

HEAVY DUTY FILTER FABRIC PROTECTION

ST. STL. CAP FLASHING

1 2" 1 4"

4" RIGID INSULATION

ADJUSTABLE PEDESTAL PAVER SUPPORTS

CONTINUOUS BED OF SEALANT

1" 82

WATERPROOFING MEMBRANE

CAULK

9" (VIF)

TERRACE DOOR

4" ROOF INSULATION 11/16" GENIEMAT BELOW PEDESTALS FOR SHOCK ABSORPTION & IMPACT SOUND REDUCTION

ALUMINUM SADDLE WITH NEOPRENE GASKET THERMAL BREAK SADDLE

1'-2"

1” AirDrain SYSTEM

BRICK BEYOND

GUSSET / STIFFENER PLATE AS REQ'D, TBD BY PLANTER BOX MANUFACTURER

PLANTER HEIGHT VARIES. (SEE LANDSCAPING DWGS)

18" TO 36" REF TO LANDSCAPE

1” AirDrain SYSTEM

EXISTING CURB @ TERRACE DOOR TO BE REDUCED

NORTH END AVENUE

BUILT-IN GALVANIZED STEEL RETAINING WALL PLANTER SYSTEM. SEE LANDSCAPE DWGS.

FILTER FABRIC / ROOT BARRIER

WARREN STREET

SCALE: AS NOTED 03.15.2021 DATE: 17.121 PROJECT No:

1” AirDrain SYSTEM

SCUPPER OPENING EXISTING CONCRETE SLAB. SEE STR'L DWGS

RIGID INSULATION

FLUID APPLIED ROOF MEMBRANE EXISTING CONCRETE CURB

A730 .00

SECTION DETAIL @ BUILT-IN METAL PLANTER BOX @ 15TH FLOOR ROOF TERRACE 1-1/2"=1'-0"

SECTION DETAIL @ DOOR BASE @ ROOF TERRACE & APARTMENT @ 15TH FLOOR 1-1/2"=1'-0"

NYS LIC.#

Note: Ref to L400, Detail 3. EXTERIOR (ROOF TERRACE)

11/16" GENIEMAT BELOW PEDESTALS FOR SHOCK ABSORPTION & IMPACT SOUND REDUCTION

BISON 2'x2' IPE WOOD PAVER W/ VERSADJUST PEDESTAL SYSTEM (W/ WIND UPLIFT RESISTANCE AS REQ'D) 1'-4"

PITCHED CONCRETE TO DRAIN @ 1/8" PER FOOT TYPICAL

STEEL STIFFENER/GUSSET PLATE W/ BASE PLATE & 12" WIDE VERTICAL STEEL FACE PLATE SUPPORT @ 48" O.C. FOR WOOD RETAINING WALL

FILTER FABRIC ON ALL HORIZONTAL & VERTICAL PLANTER SURFACES

FILTER FABRIC ON ALL HORIZONTAL & VERTICAL PLANTER SURFACES DRAINAGE BOARD ON ALL HORIZONTAL & VERTICAL PLANTER SURFACES

DRAINAGE BOARD ON ALL HORIZONTAL & VERTICAL PLANTER SURFACES ROOT BARRIER ON TOP OF INSULATION & PLANTER SIDEWALLS

ROOT BARRIER ON TOP OF INSULATION & PLANTER SIDEWALLS

4" RIGID INSULATION

WSP USA

METAL COVER/CAP @ PLANTER DRAIN PIPE LOCATIONS

Structural Engineer New York, NY

MIRAGE USA 18"x36" PORCELAIN PAVER W/ BISON VERSADJUST PEDESTAL SYSTEM (W/ WIND UPLIFT RESISTANCE AS REQ'D)

Loring Consulting Engineers, Inc MEP Engineer New York, NY

4" ROOF INSULATION

Longman Lindsey

11/16" GENIEMAT BELOW PEDESTALS FOR SHOCK ABSORPTION & IMPACT SOUND REDUCTION

Acoustical Consultant New York, NY

BOCA Group

FLUID APPLIED ROOF MEMBRANE

Elevator Consultant New York, NY

FILTER FABRIC

T.O. PAVERS EL. = + 150'-7" (VIF)

Cline Bettridge Bernstein

T.O. PAVERS EL. = + 150'-7" (VIF)

Lighting Design Consultant New York, NY

1” AirDrain SYSTEM 9"

1” AirDrain SYSTEM HEAVY DUTY FILTER FABRIC PROTECTION

Landscape Architecture New York, NY

1X6 WOOD SIDING @ BUILT-IN WOOD PLANTER. WOOD SIDING TO MATCH IPE WOOD PAVER

WATERPROOFING MEMBRANE ON SLAB & WOOD PLANTER SIDEWALLS

FLUID APPLIED ROOF MEMBRANE

460 West 34th st. New York, NY

Robert A.M. Stern Architects

4" RIGID INSULATION

Robert A.M. Stern Architects

EXTERIOR (ROOF TERRACE)

PLANTER HEIGHT VARIES. (SEE LANDSCAPING DWGS)

1'-8"

1" PRESSURE TREATED PLYWOOD RETAINING WALL FASTENED TO STEEL SUPPORT SYSTEM

A R C H I T E C T S, P. C.

CONT. PLYWOOD W/ @ BUILT-IN WOOD PLANTER

TOP OF SOIL

18" TO 36" REF TO LANDSCAPE

TOP OF SOIL

18" TO 36" REF TO LANDSCAPE

BENCH HEIGHT VARIES. (SEE LANDSCAPING DWGS)

BUILT-IN WOOD BANQUETTE SEATING. WOOD TO MATCH IPE WOOD PAVER

ISMAEL LEYVA

WOOD COPING W/ OVERHANG & LIGHT @ BUILT-IN WOOD PLANTER

1" 22

HEAVY DUTY FILTER FABRIC PROTECTION

1” AirDrain SYSTEM

15TH FLOOR T.O.S. EL. = + 149'-10"

NOTES:

10"

15TH FLOOR T.O.S. EL. = + 149'-10"

EXISTING CONC. SLAB. SEE STR'L DWGS

REFER TO ARCHITECTURAL SET A-750's FOR DETAILS. LANDSCAPE DRAWINGS L-400's ONLY FOR DESIGN INTENT.

H PERFORATED DRAINAGE PIPE W/ FILTER FABRIC WRAP. PIPE SIZE

PITCHED CONCRETE TO DRAIN @ 1/8" PER FOOT TYPICAL

PERFORATED DRAINAGE PIPE W/ FILTER FABRIC WRAP.

Note: Ref to L400, Detail 1.

1-1/2"=1'-0"

Note: Ref to L400, Detail 2.

LED STRIP LIGHT @ BANQUETTE SEATING. SEE LIGHTING PLANS AND SPECS.

11/16" GENIEMAT BELOW PEDESTALS FOR SHOCK ABSORPTION & IMPACT SOUND REDUCTION

BUILT-IN WOOD BANQUETTE SEATING. WOOD TO MATCH IPE WOOD PAVER

2" FASCIA BOARD @ LED STRIP LIGHT LOCATIONS

MIRAGE USA 18"x36" PORCELAIN PAVER W/ BISON VERSADJUST PEDESTAL SYS. (W/ WIND UPLIFT RESISTANCE AS REQ'D)

6 1" 18

SIM.

PITCHED CONCRETE TO DRAIN @ 1/8" PER FOOT TYPICAL

EXISTING DECK TYPE TERRACE DRAIN W/ PERFORATED ST. STL. GRAVEL STOP LEVEL W/ PAVERS (V.I.F.)

GEOTEXTILE FILTER FABRIC ABOVE & BELOW AIRDRAIN

4" RIGID ROOF INSULATION

STAIN. STEEL 'Z' CLIP CONTINUOUS STAIN. STEEL 'Z' BAR

Note: Ref to L400, Detail 2.

BISON 2'x2' IPE WOOD PAVER W/ VERSADJUST PEDESTAL SYSTEM (W/ WIND UPLIFT RESISTANCE AS REQ'D) FILTER FABRIC

10"

11/16" GENIEMAT BELOW PEDESTALS FOR SHOCK ABSORPTION & IMPACT SOUND REDUCTION

EXTERIOR (ROOF TERRACE)

PITCHED CONCRETE TO DRAIN @ 1/8" PER FOOT TYPICAL

AIRDRAIN GEOCELL FOR DRAINAGE & AIR FLOW LAYER

RIGID INSULATION FILL

325 NORTH END AVENUE BATTERY PARK CITY, NY

1" 18

TITLE:

FILTER FABRIC

T.O. PAVERS EL. = + 150'-7" (VIF)

ROOF TERRACE DETAILS - 2 9"

1 1 4" 4"

PROJECT

TRIBECA GREEN

FLUID APPLIED ROOF MEMBRANE ALIGN

ONE WORLD FINANCIAL CENTER New York, NY

GEOTEXTILE FILTER FABRIC ABOVE & BELOW AIRDRAIN

4" RIGID ROOF INSULATION

GEOEDGE ALUM. EDGE RESTRAINT

EXISTING CONC. SLAB. SEE STR'L DWGS

3" 3" 4 4

Issue:

BATTERY PARK CITY AUTHORITY

MIRAGE USA 18"x36" PORCELAIN PAVER W/ BISON VERSADJUST PEDESTAL SYS. (W/ WIND UPLIFT RESISTANCE AS REQ'D)

HEAVY DUTY FILTER FASCIA BOARD @ LED FABRIC PROTECTION STRIP LIGHT LOCATIONS 15TH FLOOR T.O.S. EL. = + 149'-10"

1-1/2"=1'-0" TURFSCAPE MULTIPLAY ARTIFICIAL GRASS

1” AirDrain SYSTEM

EQ.

No: Date:

SECTION DETAIL @ DRAIN & ARTIFICIAL GRASS & PAVERS @ 15TH FLOOR TERRACE

10"

EQ.

NORTH END AVENUE

Related Companies

ROOT BARRIER ON TOP OF INSULATION & PLANTER SIDEWALLS

T.O. PAVERS EL. = + 150'-7" (VIF)

1 x 6 WOOD COPING @ LED STRIP LIGHT LOCATIONS @ BUILT-IN WOOD PLANTER. SEE LIGHTING PLANS.

60 Columbus Circle, 19th Floor New York, NY

FILTER FABRIC ON ALL HORIZONTAL & VERTICAL PLANTER SURFACES DRAINAGE BOARD ON ALL HORIZONTAL & VERTICAL PLANTER SURFACES

1 CLIENT

STAINLESS STEEL STIFFENER/GUSSET PLATE W/ BASE PLATE BOLTED TO SLAB (SEAL AT ALL PENETRATIONS)

WATERPROOFING MEMBRANE ON SLAB

4" RIGID INSULATION

FLUID APPLIED ROOF MEMBRANE

4" RIGID INSULATION 60 PSI PLAZAMATE (BELOW PLANTERS)

FLUID APPLIED ROOF MEMBRANE

LED STRIP LIGHT @ BUILT-IN WOOD PLANTER. SEE LIGHTING PLANS AND SPECS.

4" RIGID ROOF INSULATION 1” AirDrain SYSTEM

1” AirDrain SYSTEM

3"=1'-0"

18" TO 36" REF TO LANDSCAPE

11/16" GENIEMAT BELOW PEDESTALS FOR SHOCK ABSORPTION & IMPACT SOUND REDUCTION

WOOD BENCH OVERHANG W/ LIGHT

3" TYP.

Revision:

GEOEDGE ALUM. EDGE RESTRAINT

15TH FLOOR T.O.S. EL. = + 149'-10"

PLANTER HEIGHT VARIES. (SEE LANDSCAPING DWGS)

EXTERIOR (ROOF TERRACE)

No: Date:

FILTER FABRIC

TURFSCAPE MULTIPLAY ARTIFICIAL GRASS

EXISTING CONC. SLAB. SEE STR'L DWGS

1X6 WOOD SIDING @ BUILT-IN PLANTER. WOOD SIDING TO MATCH IPE WOOD PAVER ON PRESSURE TREATED WOOD FURRING W/ "Z" CLIP SYSTEM ON STAINLESS STEEL PLANTER WALL

AIRDRAIN GEOCELL FOR DRAINAGE & AIR FLOW LAYER

KEY PLAN

1 4"

Note: Ref to L410

T.O. PAVERS EL. = + 150'-7" (VIF)

WOOD COPING W/ OVERHANG & LIGHT @ BUILT-IN WOOD PLANTER

3 " 3" 4 4 1 4"

RIGID INSULATION FILL

No: Date: 01 05/28/20 1 11/30/20 02 2 07/02/20 01/18/21 03 07/30/20 04 08/31/20 05 11/20/02 06 11/30/20 07 03/15/21

WARREN STREET

1-1/2"=1'-0"

SECTION DETAIL @ BUILT-IN WOOD PLANTER BOX & PORCELAIN PAVERS @ 15TH FLOOR TERRACE

SECTION DETAIL @ BUILT-IN WOOD PLANTER BOX & WOOD SEATING @ 15TH FLOOR TERRACE

EXISTING CONC. SLAB. SEE STR'L DWGS

15TH FLOOR T.O.S. EL. = + 149'-10"

1” AirDrain SYSTEM

SCALE: AS NOTED 03.15.2021 DATE: 17.121 PROJECT No:

10"

GRAVEL EXISTING CONC. SLAB. SEE STR'L DWGS

A731 .00

WOOD PLANTER OVERHANG W/ LIGHT 3"=1'-0"

SECTION DETAIL @ BUILT-IN WOOD PLANTER BOX & WOOD PAVERS @ 15TH FLOOR 1-1/2"=1'-0"

SECTION DETAIL @ ARTIFICIAL GRASS & PAVERS @ 15TH FLOOR TERRACE 1-1/2"=1'-0"

NYS LIC.#

VENUS TC 3D BENDABLE IP67

LT30

PURELIGHT LED SQUARE

NOTE: (N) WINDOWS TO MATCH TYPICAL LOBBY DOOR DETAILING

ISMAEL LEYVA

A R C H I T E C T S, P. C.

NOT TO SCALE

TYPE

LOCATION

CONCEALED PENDENT

HUNG CEILINGS

UPRIGHT

NO CEILINGS

PENDENT

NO CEILING

UPRIGHT EXISTING EXISTING

EXISTING WALL MOUNTED SPRINKLER

CEILING MOUNTED WIRELESS ACCESS POINT (WAP)

L-03

LOBBY ROYERE SCONCE

L-04

LARIAT 1 SMALL PENDANT

L-07

5442, CEILING SURFACE MOUNT.

L-08

USO BOOB 600 1L+KAP D.145

L-09

LARIAT 1 SMALL PENDANT

L-10

LINEAR COVE LIGHITING

L-11

RICH BRILLIANT WILLING

L-12

TELE LIGHT,DESIGN MASSIMO C.

L-13

AMENITY LOUNGE FIXTURE

L-14

ROTHCHILD& BICKERS

L-15

LARIAT 1 SMALL PENDANT

L-16

KUZCO

L-17

FUGIT WALL SCONCE

L-18

YVES FLUSHMOUNT

L-19

LOOP DOUBLE SCONCE

L-20

SURFACE MOUNT SHALLOW

L-21

ONE ILLUMINATES, ART LIGHTS

LT1A

FRAXION4, FIXED 4" PROFILE

LT2

2 SERIES LED, WALL GRAZER

LT3

2 SERIES LED, WALL GRAZER

LT4

2 SERIES LED, ADJUSTABLE

LT5

TROV, L35

LT5A

TROV,

LT5B

TROV,

LT6

KREON , APLIS 40

LT7

P3900, PENDANT & SURFACE

LT8

VODE, ZIPONE 707

LT9

VIA 2 LED, RECESSED ASYM, V.2

LT9A

VIA 2 LED, SURFACE

LT10-2' ,3' & 4'

BLT215, BARTCO

2" 3"

EQ EQ L-03 Z1-3

TROV, L50 ASYM.

LT13

SQUARE DOWNLIGHTS

LT13A

SQUARE DOWNLIGHTS

LT14

SQUARE DOWN LIGHTS

LT15

WALL WASH

AV CLOSET

Z1-11

LT2

L-02

3 1 2'-103 4" 2'-104" 1'-42"

L-02

10' - 0"

Z1-17

LT5

Z1-2

LT9A

LED LINEAR

LT20

LINEAR LENSES

LT21

RECESSED UPLIGHT 4" DIA

BENDABLE ,FLEXIBLE,

LT23

ADJUSTABLE 4" PROFILE

LT24

WALLWASH

5 N.T.S

LEGEND

3/4" = 1'-0"

DETAIL 1

LT2

10' - 6" LT1A

Issue: 50% DD - BY RAMSA 70% DD - BY RAMSA 90%DD - BY RAMSA 100%DD - BY RAMSA DOB ISSUANCE - FIRST FLOOR 50% CONSTRUCTION DOCUMENTS ISSUE FOR CONSTRUCTION ISSUED FOR CONSTRUCTION

No: Date:

Revision:

10' - 0" 10' - 6" LT1A

LT1A

LT1

Z1-1

KEY PLAN

LT15 LT1

No: Date:

LT15

9' - 0" 2'-53"

LT1

CHILDREN'S WC

8' - 6"

LT1

1'-73 4"

60 Columbus Circle, 19th Floor New York, NY

LT24

BATTERY PARK CITY AUTHORITY ONE WORLD FINANCIAL CENTER New York, NY

LT24

PROJECT

TRIBECA GREEN

3 8' - 6" 2'-74"

LT23

LT23 3'-3"

9' - 0"

LT23

325 NORTH END AVENUE BATTERY PARK CITY, NY

LT29

1 A601D

TITLE:

LT23

VSLT23 LT23

8'-6" LT23

LT23 LT25

LT23

Issue:

Related Companies

EQ EQ LT24

L-07

CART STORAGE

CLIENT

8' - 6"

LT1

1/4" = 1'-0"

2'-53 4"

NORTH END AVENUE

LT5

LT1A

CHILDREN'S VESTIBULE

4'-53 4"

2'-73 4"

LT1A LT1A

LT1

LT1A

STROLLER STORAGE

NOTE: EXISTING EGRESS DOOR TO BE REPLACED TO MATCH SAME DETAILING AS LOBBY DOOR

1/4" = 1'-0"

LT8

No: Date: 01 05/28/20 02 07/02/20 03 07/30/20 04 08/31/20 05 11/20/02 06 11/30/20 07 03/15/21

10' - 0"

LT1

LOBBY RCP PLAN

LT18LT22 EQ

(5)LT6

LT1A

EQ EQ

AV CLOSET S

LT9A

10" EQ EQ EQ EQ 10"

9' - 0"

LT22

4'-83 4" S

GALLERY

1'-7

10"

LT19

STATIC WHITE LED LINEAR

EQ EQ CLASSIC PENDANT

LT18

LT21A

TEENS VESTIBULE

1 2"

LT17 LT18

LT9A

Z1-4

30'-8"

L-08

LT1A

2'-7

Z1-17

Z1-2

Z1-1

LT18 9' - 0" LT19

TEENS OS AMENITIES RCP PLAN

Z1-17

LT1

Z1-1

LT18

1/4" = 1'-0" Z1-17

LT1

10' - 6" LT1A LT1A

LT1A

Z1-11

LT1

L-08

10' - 0"

NOTES:

LT8

SANDBOX

1 A601D

LT12

Z1-11

11' - 0"

LT11

(5)LT6

L-08

LT1

L-04

FRAXION4, FIXED 4" PROFILE

L-02

LOBBY WC 8' - 1"

LT2

Z1-9

APPARATUS,MEDIAN,SURF. MOU.

LT1

Z1-10

Lighting Design Consultant New York, NY

8' - 7"

LT1

LT2

L-02

19a

L-04

LT4

(10)LT3

11"

L-23

Z1-18

ALIGN

LOBBY SCONCE, FILAMENT LED

Z1-7

L-02

LT1A

Z1-8

Cline Bettridge Bernstein

1" 1" 64 64 LT21 LT21

9' - 0"

1" 1'-72

CUSTOM PENDANT

Elevator Consultant New York, NY

L-08 LT1

1 2"

Z1-34

LT5

Z1-8

L-08

Acoustical Consultant New York, NY

BOCA Group

L-08

10" EQ EQ EQ EQ 10" EQ EQ

LT10-2'

LT1

1'-1"

L-01

L-04

LOBBY

WIFI

STORAGE

LT4

TEENS LOUNGE

8' - 1" Z1-33

Z1-11

Longman Lindsey LT-30

LT1

Z1-11

Z1-8

wifi

LT2

LT4 EQ

1" 7'-42

CEILING MOUNTED SPEAKER

Z1-8

9' - 0"

LT6

LOBBY WC

L-04 Z1-34

Z1-6

AREA SHOWN IS NOT IN THE SCOPE OF WORK

SECURITY CAMERA

Z1-10

LT4

L-08

(6)L-09

ALIGN Z1-11

2'-8"

FPSC

L-01

1" 2'-12 9' - 0"

Z1-45

LT2

1'-33 4" 2'-8"

EQ EQ EQ EQ EQ EQ EQ EQ EQ

10' - 0" OS

Z1-17

R6'-0"

Z1-17

1" 6'-64

L-02

5'-3"

FPSC

5'-0"

2'-4"

L-02

LT10-2'

LT1

1" 1'-72

LT6

STORAGE

Z1-17

L-02

LT6

LIGHTING DEVICES

Z1-42

Z1-41

L-02

EXISTING SPRINKLER TO BE REMOVED

LT6

A EQ

SYMBOL

LT6

(6)L-09

SPRINKLER SCHEDULE

MEP Engineer New York, NY

NTS

THEMORSTAT

Loring Consulting Engineers, Inc

NOT IN CONTRACT

(6)LT6

NIC

Z1-12

Structural Engineer New York, NY

2'-3"

HUNG CEILING

Z1-12 21'-3"

1" 2'-12

Robert A.M. Stern Architects WSP USA

LT1

CEILING MOUNTED CO DETECTOR

GROUND

LT1

8' - 0"

G/GRD/GND

Z1-12

LT1

460 West 34th st. New York, NY

LT1

EQ EQ

LINEAR DIFFUSERS

FIRE ALARM

Z1-42

EQ EQ

LT1

1" 2'-12

L-08

ETR

CEILING MOUNTED SMOKE DETECT.

LT6

EMT

1'-6"

AREA SHOWN IS NOT IN THE SCOPE OF WORK

EMERGENCY

LINEAR DIFFUSERS

6'-11"

EXISTING TO REMAIN

LT8

Robert A.M. Stern Architects

Landscape Architecture New York, NY

TEENS KITCHEN

LT6

Z1-13

3'-5"

1" 2'-54 LT6

144

Z1-42

E/EX/EXIST

REMARKS

RETURN AIR GRILLES

LT2

11' - 0"

SUPPLY AIR GRILLES

1" 3'-114 LT6

143 LT6

LT5

Z1-14

MECH. DEVICES SYMBOL

Z1-42

Z1-14

- NEW HUNG CEILING (C.H. 8'-6", 9'-6")

LT2

-EXISTING DROP CEILING HEIGHT (C.H. 8'-6", 9'-6")

(N) WINDOWS TO MATCH TYPICAL LOBBY DOOR LT6

Z1-14

-MT-03

Z1-14

- NEW HUNG CEILING (C.H. 7'-8" U.O.N.) (C.H. 7'-6" @ APT. U.O.N.)

Z1-14

Z1-15

L-11

LT2

- EXISTING GYP. BD. HUNG CEILING (C.H. 7'-8" U.O.N.) (C.H. 7'-6" @ APT. U.O.N.)

Z1-15

LT2

LAUNDRY GRID: 2'-0" X 2'-0"

Z1-14

10' - 0"

ACCESSORY

ACT - 2

LT2

TYPE: ACOUSTICAL CEILING TILE GRID: 2'-0" X 4'-0"

LT1

ACT - 1

Z1-14

LT1

1'-5" MIN.

L-11

EL WALL LUMINAIRE, DIRECT LI.

A EM

LT2

LTX5

LT4

EL CAPITAN LED

LTX4

3'-1" LT1

LTX3

PATHLIGHTS, STEALTH &IMPACT

DELTA STAR LED

1" 3'-22

LTX2

1'-6"

LINE IP67 LINEAR OUTDOOR LED

LTX1

NOT SCOPE OF WORK NO WORK PROPOSED

LX-01A

9' - 0" LT1 EQ

LT1 EQ

4'-3"

EXPOSED UNDERSIDE OF THE SLAB

143

LEGENDS:

1" 3'-22

S.H. SOFFIT HEIGHT FROM TOP OF FINISH FLOOR BELOW.

LX-01

1" 1'-82

C.H. CEILING HEIGHT FROM TOP OF FINISH FLOOR BELOW.

1" 3'-54

ABBREVIATIONS:

1" 3'-54

120

3'-113 4"

HORIZONTAL DUCT TRANSFERS

1" 1'-82

4. PROVIDE 2 HR RATED FIRE PROTECTION @ ALL

LT8

LT20

REQUIRED MECH. SYSTEM. INCLUDING ALL CLEAN-OUT, FIRE DAMPER, FIRE/AIR DAMPER AS PER THE SPEC.

FPSC

PROVIDE 18" SQUARE MIN. ACCESS DOOR @ ALL

1'-8"

LT29

3. ACCESS DOORS SHOWN ARE FOR INFORMATION ONLY.

3'-0"

FRAXION 4 , FIXED

3'-0"

LT28

NOTE: (N) WINDOWS TO MATCH TYPICAL LOBBY DOOR DETAILING

2. PROVIDE INSULATION UNDER 1ST & 2ND FLOOR (SUSPENDED FROM SLAB BELOW) THROU. UNHEATED GARAGE SPACES.

3'-0"

SV IP 67 STATIC WHITE

FPSC

LT26

EQEQ

BENDABLE, ASSEMBLED LED

1. WOODEN CEILING PATTERN TO BE ALIGNED WITH WALL PANEL

LT25

GENERAL NOTES:

WARREN STREET

EQ EQ

LT23 LT23

ENLARGED RCP PLAN LOBBY, TEEN'S, AND CHILDREN'S ROOMS

8'-7"

LT23

LT23 LT23 DL

CHILDRENS LT25 RM LT23

LT23 1" 2'-72

SCALE: AS NOTED 03.15.2021 DATE: 17.121 PROJECT No:

LT23 LT25

LT12

A601A .00

CHILDREN'S RM RCP PLAN NYS LIC.#

1" LINEAR SLOT DIFFUSER SEE MECH . ENG. DWGS

1/4"

2" DIAMETER

LEVEL 2 28' - 3 31/32"

(2) 1/4" FLEX GWB 2 1/2" STL STUDS 16" O.C. CONT. STEEL ANGLE 1/2" FIRE RETARDANT PLYWOOD ON 1 5/8" STL STUDS AT 16" O.C

Robert A.M. Stern Architects 1 Park Avenue New York, NY

℄

STL SUPPORT AS PER MFR. RECOMMENDATION

℄

Robert A.M. Stern Architects

COVE LIGHT. REFER TO LIGHTING CONSULTANT DRAWINGS AND SPECIFICATIONS

Landscape Architecture New York, NY

10"

CUSTOM PENDANT WITH UPLIGHT COMPONENT; REMOTE DRIVER(S) REQUIRED IN AN ACCESSIBLE LOCATION.

WSP USA

Structural Engineer New York, NY 5 A419

11"

Loring Consulting Engineers, Inc

11"

PT-01B

MEP Engineer New York, NY

WD- 01

Longman Lindsey

ALIGN

Acoustical Consultant New York, NY 1 A419

BOCA Group Elevator Consultant New York, NY

4 1/2"

Cline Bettridge Bernstein Lighting Design Consultant New York, NY

SECTION

1" = 1'-0" NOTES: 1-GC TO VIF BEFORE PRODUCTION AND INSTALLATION 2-TYPICAL PAINT FINISHES FOR UNIT : PT-05A(WALLS) PT-O5B(CEILING) PT-05C (DOORS & TRIM) PT-05D (BATHROOMS & CEILINGS) 3-GC SHALL PROVIDE BLOCKING AS REQUIRED FOR WOODEN PANELS,MIRRORS, UPPER CABINETS, ART WORK, VANITY & COUNTER TOPS STEEL BRACKETS,"Z" CLIPS AND ADA GRAB BARS ....ETC

1/4" 1/2" NOTE: PROVIDE SUPPORT FOR PENDANT LIGHT AS PER MANUFACTURER RECOMMENDATION

3 1/2"

No:Date: 2 10/23/20 1 05/28/20 2 07/02/20 3 07/30/20 4 08/31/20 5 11/20/20

1 1/2"

G NOTE : GC SHALL COORDIANTE CEILING SUPPORT SYSTEM WITH MANUFACTURER RECOMMENDATION

6 11/30/20 50% CONSTRUCTION DOCUMENTS 7 03/15/21 ISSUED FOR CONSTRUCTION

DETAIL SECTION

6" = 1'-0" R 5' -39/8"" R 5' - 11

No: Date:

NB: THE SUPPORT OF THE CIRCULAR LIGHTING FIXTURE AS RECOMMENDED BY LIGHTING FIXTURE MANUFACTURER

" '-0 R6

Revision:

KEY PLAN - 0" R 7'

E R0 '-1

3 2

WARREN STREET

Issue: 50% CONSTRUCTION DOCUMENTS 50% DD - BY RAMSA 70% DD - BY RAMSA 90% DD - BY RAMSA 100% DD - BY RAMSA DOB ISSUANCE - FIRST FLOOR

NORTH END AVENUE

3/4"

No: Date:

Issue:

R 0'

CLIENT

/4" 31

Related Companies 60 Columbus Circle, 19th Floor New York, NY

BATTERY PARK CITY AUTHORITY ONE WORLD FINANCIAL CENTER New York, NY R /4" 41

3/4 "

R0 '-5

PROJECT

PARCEL 19-B 325 NORTH END AVENUE BATTERY PARK CITY, NY

TITLE:

LOBBY ROUND LIGHT FIXTURE AS NOTED SCALE: 03.15.2021 DATE: 17.121 PROJECT No:

3/16/2021 12:50:06 AM

3 A419

A419 .00

NOTE: RENDERINGS ARE FOR DESIGN INTENT ONLY, PLEASE REFER TO DRAWINGS FOR DETAILS

70-3D-LOBBY PENDANT LIGHT

3 6" = 1'-0"

PLAN DETAIL

1 1" = 1'-0"

PLAN NYS LIC.#

ISMAEL LEYVA

A R C H I T E C T S, P. C.

Robert A.M. Stern Architects 460 West 34th st. New York, NY

Robert A.M. Stern Architects Landscape Architecture New York, NY

WSP USA Structural Engineers New York, NY

Loring Consulting Engineers, Inc Mechanical Engineers New York, NY

Longman Lindsey Acoustical Consultant New York, NY

BOCA Group Elevator Consultant New York, NY

Cline Bettridge Bernstein Lighting Design Consultant New York, NY

NOTES:

No: Date: 01 05/28/20 02 07/02/20 03 07/30/20 04 08/31/20 05 11/20/02 06 11/30/20 07 03/15/21

Issue: 50% DD - BY RAMSA 70% DD - BY RAMSA 90%DD - BY RAMSA 100%DD - BY RAMSA DOB ISSUANCE - FIRST FLOOR 50% CONSTRUCTION DOCUMENTS ISSUED FOR CONSTRUCTION ISSUE FOR CONSTRUCTION

No: Date:

Revision:

KEY PLAN

3 2

WARREN STREET

NORTH END AVENUE

No: Date:

Issue:

CLIENT

Related Companies 60 Columbus Circle, 19th Floor New York, NY D

BATTERY PARK CITY AUTHORITY ONE WORLD FINANCIAL CENTER New York, NY PROJECT

TRIBECA GREEN C

325 NORTH END AVENUE BATTERY PARK CITY, NY TITLE:

1/8"=1'0" SCALE: 03.15.2021 DATE: 17.121 PROJECT No:

NYS LIC.#

Robert A.M. Stern Architects 1 Park Avenue New York, NY

Robert A.M. Stern Architects Landscape Architecture New York, NY

WSP USA Structural Engineer New York, NY

Loring Consulting Engineers, Inc MEP Engineer New York, NY

Longman Lindsey Acoustical Consultant New York, NY

BOCA Group Elevator Consultant New York, NY

Cline Bettridge Bernstein Lighting Design Consultant New York, NY I

NOTE: RENDERINGS ARE FOR DESIGN INTENT ONLY, PLEASE REFER TO DRAWINGS FOR DETAILS

SAND BOX VIEW

NOTE: RENDERINGS ARE FOR DESIGN INTENT ONLY, PLEASE REFER TO DRAWINGS FOR DETAILS

SANDBOX PERSPECTIVE

NOTES: 1-GC TO VIF BEFORE PRODUCTION AND INSTALLATION 2-TYPICAL PAINT FINISHES FOR UNIT : PT-05A(WALLS) PT-O5B(CEILING) PT-05C (DOORS & TRIM) PT-05D (BATHROOMS & CEILINGS) 3-GC SHALL PROVIDE BLOCKING AS REQUIRED FOR WOODEN PANELS,MIRRORS, UPPER CABINETS, ART WORK, VANITY & COUNTER TOPS STEEL BRACKETS,"Z" CLIPS AND ADA GRAB BARS ....ETC

No:Date: 1 05/28/20 2 07/02/20 3 07/30/20 4 08/31/20 5 11/20/20

Issue: 50% DD - BY RAMSA 70% DD - BY RAMSA 90% DD - BY RAMSA 100% DD - BY RAMSA DOB ISSUANCE - FIRST FLOOR

6 11/30/20 50% CONSTRUCTION DOCUMENTS 7 03/15/21 ISSUED FOR CONSTRUCTION

No: Date:

Revision:

KEY PLAN

E NOTE: RENDERINGS ARE FOR DESIGN INTENT ONLY, PLEASE REFER TO DRAWINGS FOR DETAILS

TEEN'S KITCHEN

NOTE: RENDERINGS ARE FOR DESIGN INTENT ONLY, PLEASE REFER TO DRAWINGS FOR DETAILS

TEEN'S LOUNGE PERSPECTIVE

NOTE: RENDERINGS ARE FOR DESIGN INTENT ONLY, PLEASE REFER TO DRAWINGS FOR DETAILS

SANDBOX PERSPECTIVE

3 2

WARREN STREET

NORTH END AVENUE

No: Date:

Issue:

CLIENT

Related Companies 60 Columbus Circle, 19th Floor New York, NY D

BATTERY PARK CITY AUTHORITY ONE WORLD FINANCIAL CENTER New York, NY PROJECT

PARCEL 19-B 325 NORTH END AVENUE BATTERY PARK CITY, NY

TITLE:

TEENS AMENITY RENDERINGS AS NOTED SCALE: 03.15.2021 DATE: 17.121 PROJECT No:

3/16/2021 12:50:42 AM

NOTE: RENDERINGS ARE FOR DESIGN INTENT ONLY, PLEASE REFER TO DRAWINGS FOR DETAILS

TEEN'S KITCHEN

NOTE: RENDERINGS ARE FOR DESIGN INTENT ONLY, PLEASE REFER TO DRAWINGS FOR DETAILS

TEEN'S LOUNGE PERSPECTIVE

A429 .00

NOTE: RENDERINGS ARE FOR DESIGN INTENT ONLY, PLEASE REFER TO DRAWINGS FOR DETAILS

SANDBOX PERSPECTIVE NYS LIC.#

2 A434

ALIGN

PT-01

9' - 10"

Robert A.M. Stern Architects 1 Park Avenue New York, NY

Robert A.M. Stern Architects Landscape Architecture New York, NY

WSP USA Loring Consulting Engineers, Inc

7' - 0"

6' - 10"

7' - 0"

Structural Engineer New York, NY MEP Engineer New York, NY

Longman Lindsey

4' - 10 1/2" 2' - 10"

Acoustical Consultant New York, NY

BOCA Group Elevator Consultant New York, NY LEVEL 1 15' - 10 31/32"

LEVEL 1 15' - 10 31/32"

Cline Bettridge Bernstein Lighting Design Consultant New York, NY

TEENS LOUNGE STORAGE EAST ELEVATION

1/2" = 1'-0"

TEENS LOUNGE STORAGE SOUTH ELEVATION

TEENS LOUNGE STORAGE WEST ELEVATION NOTES: 1-GC TO VIF BEFORE PRODUCTION AND INSTALLATION 2-TYPICAL PAINT FINISHES FOR UNIT : PT-05A(WALLS) PT-O5B(CEILING) PT-05C (DOORS & TRIM) PT-05D (BATHROOMS & CEILINGS) 3-GC SHALL PROVIDE BLOCKING AS REQUIRED FOR WOODEN PANELS,MIRRORS, UPPER CABINETS, ART WORK, VANITY & COUNTER TOPS STEEL BRACKETS,"Z" CLIPS AND ADA GRAB BARS ....ETC

1/2" = 1'-0"

1/2" = 1'-0" LEVEL 2 28' - 3 31/32"

LEVEL 2 28' - 3 31/32"

L-08

SP-04

2 A432

L-09 PT-01 B

SIM

2' - 9"

SP-04

4 A433

G 12' - 5"

6 11/30/20 50% CONSTRUCTION DOCUMENTS 7 03/15/21 ISSUED FOR CONSTRUCTION

OPEN TO STORAGE

SP-03A ST-11

Revision:

5' - 0 1/4"

3' - 4 1/4"

No: Date:

SP-03A

Issue: 50% DD - BY RAMSA 70% DD - BY RAMSA 90% DD - BY RAMSA 100% DD - BY RAMSA DOB ISSUANCE - FIRST FLOOR

9' - 0"

12' - 5"

SP-04

No:Date: 1 05/28/20 2 07/02/20 3 07/30/20 4 08/31/20 5 11/20/20

WD-02/TBD SIM

LEVEL 1 15' - 10 31/32"

SP-03B

SP-03A

KEY PLAN

NOTE:FLOORING & BASE -TBD

TEENS LOUNGE WEST ELEVATION

1/2" = 1'-0"

LEVEL 1 15' - 10 31/32"

1 A432

METAL-MT/TBD

WD-02/TBD

TEENS LOUNGE SOUTH ELEVATION

WARREN STREET

1' - 8"

WD-11

NORTH END AVENUE

No: Date:

1/2" = 1'-0"

Issue:

CLIENT

LEVEL 2 28' - 3 31/32"

Related Companies 60 Columbus Circle, 19th Floor New York, NY

4 A433

SIM

PROVIDE BLOCKING AS REQUIRED

2' - 9"

L-08

2' - 9"

2 A432

BATTERY PARK CITY AUTHORITY ONE WORLD FINANCIAL CENTER New York, NY

L-08

PROJECT

SP-04

PARCEL 19-B

L-09

12' - 5"

SP-04

12' - 5"

325 NORTH END AVENUE BATTERY PARK CITY, NY TITLE:

TEENS AMENITY ELEVATIONS

9' - 0"

8' - 0"

SIM

8' - 0"

2 A416

9' - 0"

AV BOX

2 A434A

SP-03A

METAL-MT/TBD

SP-03A

SP-03B

WD-11

1 A432

1' - 8"

3/16/2021 12:50:48 AM

SEE NOTE -1

AS NOTED SCALE: 03.15.2021 DATE: 17.121 PROJECT No:

ST-11

5' - 0 1/4"

NOT TO PROTRUDE MORE THAN 4 INCHES LEVEL 1 15' - 10 31/32"

LEVEL 1 15' - 10 31/32"

NOTE-1: SWINGING DOOR SURFACES WITHIN 10" FROM THE FINISHED FLOOR MEASURED VERTICALLY MUST HAVE SMOOTH SURFACE ON THE FULL WIDTH OF THE DOOR

5 1/2" = 1'-0"

TEENS LOUNGE EAST ELEVATION

WD-02/SPEC.TBD-VINYL WOOD FLOORING

1 1/2" = 1'-0"

TEENS LOUNGE NORTH ELEVATION

A430 .00

3 A432

NYS LIC.#

509, 3rd Ave

Tribeca Green Pace University

570 Fulton

570 Brooklyn , New York City

Use: Residential with Affordable units and Retail Storefront Contributions: Ongoing.

ISMAEL LEYVA A R C H I T E C T S,

P. C.

DESIGN NOTES

CEQR REQUIREMENTS: 1) UTILIZE ONLY NATURAL GAS IN ANY FOSSIL FUEL-FIRED HEATING AND HOT WATER SYSTEM. 2) USE LOW NOx (30PPM) BURNERS 3) EXHAUST STACKS MUST BE LOCATED AT LEAST 509 FEET ABOVE GRADE 4) EXHAUST STACKS MUST BE LOCATED AT LEAST 20 FEET FROM THE LOT LINE FACING 35 ROCKWELL PLACE AND 30 FEET FROM THE LOT LINE FACING FULTON STREET 5) INTERIOR L10 NOISE LEVEL NOT TO BE GREATER THAN: RESIDENTIAL EDUCATION AND CHILD CARE USES: 45 dBA COMMERCIAL, ADMINISTRATIVE AND OFFICE USES: 50 dBA. 6) PROVIDE TRICKLE VENTS FOR ALL FACADES 7) PROVIDE 33 OITC GLAZING AT ALL FACADES

FULTON STREET (WIDE STREET)

Structural Engineer Structural Engineer

37 West 44 Street New York, NY 10011 (XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

MEP Engineering, XXX MEP_ FP Engineers ULURP REQUIREMENTS: 1. VISIBLE SURFACES OF THE THIS FACADE SHALL BE CONSISTENT WITH AND CLAD IN THE SAME MATERIALS AS THE PORTIONS OF THE IMMEDIATELY ADJACENT SOUTHEAST AND NORTHWEST FACADES THAT ARE WITHIN THE SAME VERTICAL GROUPING (I.E. 0-150' (BASE); 150' TO TOP OF COMMERCIAL FLOORS (TRANSITION); AND TOP OF COMMERCIAL FLOORS TO TOP OF RESIDENTIAL FLOORS (TOWER)).

2 A-301

RETAIL ACCESS

2. PROVIDE ONE OR MORE RECESSES TOTALING 80-120 SQUARE FEET IN PLAN. SEE DIAGRAM ON A-100 FOR LOCATION

SERVICE CORRIDOR ACCESS

RETAIL ACCESS

RESIDENTIAL ACCESS

ENCROACHMENT ON FRONT SETBACK ABOVE 85' PER ZR 101-223(B). SEE ULURP WAIVER.

(XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

Vertical Transportation Vertical Transportation XX West XXnd Street New York, NY 10011

3. A) MINIMUM OF 10% OF EACH COMMERCIAL FLOOR SHALL BE GLAZED. B) MINIMUM OF 15% OF EACH RESIDENTIAL FLOOR SHALL BE GLAZED

(XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

GLAZING SHALL CONSIST OF TRANSPARENT MATERIALS INCLUDING FIRE RATED GLAZING, FIRE WINDOW ASSEMBLIES, SPANDREL GLAZING OR SHADOW BOXES.

Exterior Wall Consultant Parking Consultants XX West XXnd Street New York, NY 10011

100.00' P.L

SOUTH WEST FACADE

(XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

TOWER TOP BULKHEAD FACADE

Exterior Wall Consultant

100' - 0" 6"

XX West XXnd Street New York, NY 10011

3" SEISMIC GAP 11TH FL - 2ND FL

99' - 3"

Exterior Wall Consultant XX West XXnd Street New York, NY 10011 (XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

10' - 0"

9' - 9"

18TH FLOOR ROOF

EL: 141.90

EL: 104.66

27' - 5 1/2"

MAIN ROOF

EL: 202.85

10.00'

TOWER SETBACK WAIVER

T/SLAB EL: 553' - 0"

57.17' P.L

T/SLAB EL: 573' - 7"

No Date:

Rev Issue:

2 A-302

34' - 1"

45' - 1"

10' - 0"

9' - 9"

19TH FLOOR ROOF

EXISTING 19 STORY BUILDING

T/SLAB EL: 299' - 0"

8' - 11"

36' - 2"

10' - 0"

BULKHEAD ROOF

T/SLAB EL: 178' - 0"

9' - 9"

EXISTING 44 STORY BUILDING EL: 185.91

24' - 1 1/2"

34' - 0"

18TH FLOOR ROOF

86.67' P.L

A-302

T/SLAB EL: 583' - 0"

5' - 11 1/2"

NOTES:

9' - 0"

ROOF OF GROUND FLOOR

5/18/2021 7:13:17 PM

C:\Users\aalbinder\Documents\21.107_570 Fulton_Central_aalbinder.rvt

EL: 71.74

104. 26' P .L.

30 ' -

CLIENT

The Davis Companies 116 Nassau Street, Suite 619 New York, NY 10038 (617) 451-1300

RECESS REQUIRED PER ULURP NOTE 2

ENCROACHMENT ON REQUIRED INNER COURT RECESS PER ZR 28-852(B). SEE ULURP WAIVER

EXISTING 5 STORY BUILDING

PROJECT 570 Fulton Street Brooklyn, NY 11217

ENCROACHMENTS ON COMMERCIAL AND RESIDENTIAL REAR YARDS REQUIRED PER ZR 33-26, 36-53, 23-47 AND 23-52. SEE ULURP WAIVER

TITLE

EL: 109.26

SITE PLAN EL: 137.00

SCALE: 1/4" = 1'-0" 4/6/2021 DATE: PROJECT No:

1 A-301 COMMERCIAL REAR YARD REQUIREMENTS PER ZR 33-26 RESIDENTIAL REAR YARD REQUIREMENTS PER ZR 33-53, ZR 23-47 , ZR 23-52.

A-100

ISMAEL LEYVA A R C H I T E C T S,

P. C.

Structural Engineer

CELLAR AREA SUMMARY

Structural Engineer

37 West 44 Street New York, NY 10011 MECHANICAL: RETAIL: BOH:

3,574 SF 2,569 SF 1,035 SF

COMMERCIAL TOTAL TOTAL

2,569 SF 7,178 SF

(XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

2 A-301

MEP Engineering, XXX MEP_ FP Engineers

XX West XXnd Street New York, NY 10011

FULTON STREET

(XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

Vertical Transportation Vertical Transportation XX West XXnd Street New York, NY 10011

100' - 0"

(XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

Exterior Wall Consultant Parking Consultants XX West XXnd Street New York, NY 10011 46' - 5"

(XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

53' - 7"

Exterior Wall Consultant Exterior Wall Consultant XX West XXnd Street New York, NY 10011 (XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

EL: 27' - 0"

STORAGE

MECHANICAL

2,633 SF

3,510 SF

SUB CELLAR CRAWL SPACE

EL: 23' - 0"

T/SLAB EL: 17' - 6"

CRAWL SPACE ACCESS DOOR

57' - 2 5/32"

ELEVATOR PITS

2 A-302 1 A-302 UTILITY EASEMENT AT CEILING, VIF

No Date:

Rev Issue:

UTILITY EASEMENT BELOW CELLAR SLAB, VIF

EXISTING 19 STORY BUILDING

EXISTING 44 STORY BUILDING EL: 23' - 0"

EXISTING 44 STORY BUILDING

86' - 8"

UTILITY EASEMENT AT CEILING, VIF

5' - 2"

BOH 1,035 SF

SERVICE HALL EL: 23' - 0"

SER

VICE H

ALL NOTES:

COMPACTOR ROOM

FOUNDATION WALL BELOW, FINAL LOCATION TBD

5/18/2021 7:13:18 PM

C:\Users\aalbinder\Documents\21.107_570 Fulton_Central_aalbinder.rvt

104' - 2"

CLIENT

EXISTING 5 STORY BUILDING

The Davis Companies 116 Nassau Street, Suite 619 New York, NY 10038 (617) 451-1300

PROJECT 570 Fulton Street Brooklyn, NY 11217

TITLE

A-301

CELLAR FLOOR PLAN

SCALE: 1/4" = 1'-0" 4/6/2021 DATE: PROJECT No:

A-200

ISMAEL LEYVA A R C H I T E C T S,

P. C.

FULTON STREET (WIDE STREET) Structural Engineer

1ST FLOOR AREA SUMMARY

Structural Engineer

37 West 44 Street New York, NY 10011 RESIDENTIAL LOBBY RETAIL: COMMERICAL LOBBY: SERVICE CORRIDOR:

2,474 SF 2,695 SF 1,089 SF 748 SF

COMMERCIAL TOTAL TOTAL

3,784 SF 7,006 SF

(XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

2 A-301

MEP Engineering, XXX MEP_ FP Engineers

XX West XXnd Street New York, NY 10011 (XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

Vertical Transportation

100.00' PL

Vertical Transportation 6" SEISMIC GAP

1" SEISMIC GAP

XX West XXnd Street New York, NY 10011

99' - 5"

21' - 2"

19' - 2 3/4"

9' - 4"

19' - 2 1/4"

(XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

30' - 6"

MAXIMUM WIDTH OF LOBBY PER ZR

Exterior Wall Consultant Parking Consultants XX West XXnd Street New York, NY 10011 (XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

8' - 10"

CART ROOM

Exterior Wall Consultant Exterior Wall Consultant

5' - 2"

XX West XXnd Street New York, NY 10011

18' - 4"

(XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

37' - 6"

23' - 6"

RESIDENTIAL LOBBY COMMERCIAL LOBBY

RETAIL

1,089 SF

2,695 SF

T/FF EL: 35' - 3"

56' - 4 1/2"

57.17' PL

2,474 SF EL: 35.00

T/FF EL: 35' - 3"

T/SLAB EL: 35' - 0"

A-302

46' - 0 1/2"

2 1 A-302

EXISTING 19 STORY BUILDING

No Date:

Rev Issue:

85' - 8"

SERVICE CORRIDOR

DEPTH OF LOBBY PER ZR

EXTENT OF STAIR OVERHEAD

86.67' PL

EXISTING 44 STORY BUILDING

PACKAGE ROOM

748 SF T/SLAB EL: 35' - 0"

13' - 0"

10' - 10"

MINIMUM DEPTH OF LOBBY

48' - 2"

1 5' -

NOTES:

EL: 35.00

5 4' -

11 1

104.

C:\Users\aalbinder\Documents\21.107_570 Fulton_Central_aalbinder.rvt

FOUNDATION WALL BELOW, FINAL LOCATION TBD

/2 "

103'

5/18/2021 7:13:19 PM

6' - 0"

ELEVATOR ALCOVE

- 8"

26' P L

3 3' -

EXISTING 5 STORY BUILDING

5 1 /2

CLIENT "

The Davis Companies 116 Nassau Street, Suite 619 New York, NY 10038 (617) 451-1300

PROJECT 570 Fulton Street Brooklyn, NY 11217

TITLE

A-301

1ST FLOOR PLAN

SCALE: 1/4" = 1'-0" 4/6/2021 DATE: PROJECT No:

A-201

ISMAEL LEYVA A R C H I T E C T S,

P. C.

18TH FLOOR AREA SUMMARY MECHANICAL:

5,010 SF

TOTAL

5,010 SF

Structural Engineer Structural Engineer

37 West 44 Street New York, NY 10011 (XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

2 A-301

MEP Engineering, XXX MEP_ FP Engineers

XX West XXnd Street New York, NY 10011

FULTON STREET

(XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

Vertical Transportation Vertical Transportation XX West XXnd Street New York, NY 10011 (XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

Exterior Wall Consultant Parking Consultants XX West XXnd Street New York, NY 10011 10' - 0" SETBACK

(XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

Exterior Wall Consultant Exterior Wall Consultant

79' - 6"

XX West XXnd Street New York, NY 10011

6" SEISMIC GAP 11' - 6"

68' - 0"

10' - 0"

30' - 2"

4' - 0"

(XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

MECHANICAL 5,011 SF 39' - 1"

A-302

46' - 4 1/2"

EXISTING 19 STORY BUILDING

1 A-302

No Date:

Rev Issue:

62' - 10 1/2"

EXISTING 44 STORY BUILDING

16' - 2 1/2"

1 5' -

6' - 8 1/2"

NOTES:

13' - 3"

3 1' -

23' - 9 1/2"

22' - 2"

7 2' -

2 3' -

1 1 /2

2' - 7

5/18/2021 7:13:26 PM

C:\Users\aalbinder\Documents\21.107_570 Fulton_Central_aalbinder.rvt

19' - 11 1/2"

CLIENT

EXISTING 5 STORY BUILDING

The Davis Companies 116 Nassau Street, Suite 619 New York, NY 10038 (617) 451-1300

PROJECT 570 Fulton Street Brooklyn, NY 11217

TITLE

A-301

18TH FLOOR PLAN

SCALE: 1/4" = 1'-0" 4/6/2021 DATE: PROJECT No:

A-218

ISMAEL LEYVA A R C H I T E C T S,

P. C.

21ST FLOOR AREA SUMMARY CORE & CORRIDOR: MECHANICAL: NET RESIDENTIAL

925 SF 99 SF 3,237 SF

TOTAL GROSS: EFFICIENCY:

4,261 SF 75.96%

Structural Engineer Structural Engineer

37 West 44 Street New York, NY 10011

UNIT COUNT

(XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

2 A-301

0BR IH 0BR MR: 1BR IH: 1BR MR: 2BR IH: 2BR MR:

0 2 0 2 1 0

0% 40% 0% 40% 20% 0%

TOTAL:

5 UNITS

100%

MEP Engineering, XXX MEP_ FP Engineers

XX West XXnd Street New York, NY 10011 (XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

Vertical Transportation Vertical Transportation XX West XXnd Street New York, NY 10011 (XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

Exterior Wall Consultant Parking Consultants XX West XXnd Street New York, NY 10011 10' - 0" SETBACK

(XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

11"

79' - 1" 24' - 9 1/2"

Exterior Wall Consultant

20' - 0" SETBACK

31' - 7"

Exterior Wall Consultant XX West XXnd Street New York, NY 10011

22' - 8 1/2"

8' - 10"

8' - 0"

(XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

11' - 10" X 17' - 3"

10' - 10 1/2" X 12' - 3"

MBR

10' - 0" X 11' - 1"

11' - 0" X 17' - 3"

11' - 0" X 17' - 1"

9' - 10" X 12' - 9 1/2"

25' - 3"

9' - 6" X 14' - 2"

CL.

WIC WIC.

CL.

4' - 0"

28' - 11 1/2"

46' - 6"

A-302

W/D

699 SF

879 SF

1BR NET: 581 SF

2BR NET: 779 SF

BA.

43' - 1 1/2"

K 2

W/D

BA.

AFNY: 19-23 IH: 19

AFNY: 19-22 IH: 20-22

A-302

No Date:

Rev Issue:

K W/D CL.

W/D

58' - 10 1/2"

CL.

MECHANICAL

435 SF

743 SF

18 SF

0BR NET: 414 SF

CL.

1BR NET: 615 SF 4' - 8"

21' - 3"

50' - 10 1/2"

4' - 8"

BA.

CL 6"

A 0BR NET: 405 SF

RESIDENTIAL CORE

AFNY: 21-23 IH: 23

15' - 1 1/2" X 13' - 10 1/2" 8' - 8 1/2"

925 SF

5' - 6"

481 SF

WIC K

SERVICE HALL

8' - 9"

W/D K

LA 17' - 0 1/2" X 12' - 4 1/2"

1 9' -

2 6' -

10 1

MECHANICAL 81 SF

7' - 0"

6' - 8 1/2"

4 6' -

5' - 11 1/2"

23' - 2"

NOTES:

/2 "

5/18/2021 7:13:27 PM

C:\Users\aalbinder\Documents\21.107_570 Fulton_Central_aalbinder.rvt

11' - 7"

CLIENT The Davis Companies 116 Nassau Street, Suite 619 New York, NY 10038 (617) 451-1300

PROJECT 570 Fulton Street Brooklyn, NY 11217

TITLE

A-301

19-23RD FLOOR PLAN

SCALE: 1/4" = 1'-0" 4/6/2021 DATE: PROJECT No:

A-219

ISMAEL LEYVA A R C H I T E C T S,

P. C.

37-44TH FLOOR AREA SUMMARY CORE & CORRIDOR: MECHANICAL: NET RESIDENTIAL

913 SF 104 SF 3,244 SF

TOTAL GROSS: EFFICIENCY:

4,261 SF 76.13%

Structural Engineer Structural Engineer

37 West 44 Street New York, NY 10011

UNIT COUNT

(XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

2 A-301

0BR IH 0BR MR: 1BR IH: 1BR MR: 2BR IH: 2BR MR:

1 0 0 4 0 0 5 UNITS

MEP Engineering, XXX

20% 00% 00% 80% 00% 0%

MEP_ FP Engineers

XX West XXnd Street New York, NY 10011

FULTON STREET

(XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

100%

TOTAL:

Vertical Transportation Vertical Transportation XX West XXnd Street New York, NY 10011 (XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

Exterior Wall Consultant Parking Consultants XX West XXnd Street New York, NY 10011 10' - 0" SETBACK

(XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

Exterior Wall Consultant 11"

79' - 1" 13' - 0 1/2"

21' - 9"

Exterior Wall Consultant

20' - 0" SETBACK 21' - 7"

XX West XXnd Street New York, NY 10011

22' - 8 1/2"

8' - 10"

8' - 0"

(XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

LR 11' - 0" X 17' - 2"

10' - 11" X 15' - 4 1/2"

10' - 0" X 10' - 3 1/2"

10' - 0" X 15' - 3 1/2"

11' - 0" X 17' - 1"

9' - 10" X 12' - 9 1/2"

11' - 3 1/2" X 13' - 3 1/2"

WIC CL W/D

W/D

D CL

28' - 11 1/2"

46' - 6"

2 A-302

43' - 7 1/2"

623 SF

K BA

1 BR NET: 524 SF

1 BR NET: 522 SF

639 SF

1 A-302

AFNY: 24-32

No Date:

Rev Issue:

AFNY: 24-34

715 SF

58' - 10 1/2"

746 SF

MECHANICAL

1+ BR NET: 630 SF

1+ BR NET: 666 SF

23 SF 4' - 8"

50' - 10 1/2"

5' - 2"

W/D 6"

A BA

RESIDENTIAL CORE

0 BR NET: 452 SF AFNY: 24

5' - 6"

521 SF

913 SF

WIC

13' - 0" X 10' - 0 1/2"

ALC.

10' - 0" X 8' - 3"

13' - 5 1/2" X 12' - 4 1/2"

SERVICE HALL

1 5' -

8' - 3"

8' - 8 1/2"

WIC

3 1' -

4 1 /2

6' - 8 1/2"

4 6' -

5' - 11 1/2"

23' - 0"

MECHANICAL 81 SF

7' - 0"

NOTES:

5/18/2021 7:13:29 PM

C:\Users\aalbinder\Documents\21.107_570 Fulton_Central_aalbinder.rvt

11' - 7"

CLIENT The Davis Companies 116 Nassau Street, Suite 619 New York, NY 10038 (617) 451-1300

PROJECT 570 Fulton Street Brooklyn, NY 11217

TITLE

A-301

24-37TH FLOOR PLAN

SCALE: 1/4" = 1'-0" 4/6/2021 DATE: PROJECT No:

A-224

ISMAEL LEYVA A R C H I T E C T S,

P. C.

MAIN ROOF RESIDENTIAL INTERIOR AMENITY SPACE: RESIDENTIAL OUTDOOR AMENITY SPACE: RESIDENTIAL CORE:

849 SF 2,424 SF 958 SF

TOTAL GROSS:

4,231 SF

Structural Engineer Structural Engineer

37 West 44 Street New York, NY 10011 (XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

2 A-301

MEP Engineering, XXX MEP_ FP Engineers

XX West XXnd Street New York, NY 10011 (XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

Vertical Transportation Vertical Transportation XX West XXnd Street New York, NY 10011 (XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

Exterior Wall Consultant Parking Consultants

10' - 0" SETBACK

XX West XXnd Street New York, NY 10011 (XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

Exterior Wall Consultant

11" SEISMIC GAP

Exterior Wall Consultant 32' - 8"

46' - 5"

20' - 0"

XX West XXnd Street New York, NY 10011

8' - 5"

RESIDENTIAL OUTDOOR AMENITY SPACE 621 SF

32' - 8"

36' - 7 1/2"

9' - 9 1/2"

1' - 4"

1' - 4" 33' - 11 1/2"

8' - 5 1/2"

RESIDENTIAL INTERIOR AMENITY SPACE

A-302

855 SF

17' - 11 1/2"

31' - 6"

RESIDENTIAL OUTDOOR AMENITY SPACE

1,839 SF

A-302

No Date:

Rev Issue:

EXISTING 19 STORY BUILDING

58' - 10 1/2"

34' - 4 1/2"

46' - 5 1/2"

9' - 7"

(XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

EXISTING 44 STORY BUILDING DN

RESIDENTIAL CORE 946 SF

EL: 552.00

8' - 11 1/2"

SERVICE HALL

23' - 0"

5' - 11 1/2"

6' - 7"

46' 5"

NOTES:

5/18/2021 7:13:31 PM

C:\Users\aalbinder\Documents\21.107_570 Fulton_Central_aalbinder.rvt

11' - 7"

CLIENT

EXISTING 5 STORY BUILDING

The Davis Companies 116 Nassau Street, Suite 619 New York, NY 10038 (617) 451-1300

PROJECT 570 Fulton Street Brooklyn, NY 11217

TITLE

A-301

MAIN ROOF FLOOR PLAN

SCALE: 1/4" = 1'-0" 4/6/2021 DATE: PROJECT No:

A-245

ISMAEL LEYVA A R C H I T E C T S,

P. C.

558' MAX.

EMR ROOF 582' - 0"

9' - 6"

Structural Engineer

518' MAX.

MECHANICAL

518' MAX.

MECH LEVEL 563' - 0"

11' - 0"

509' MIN. HEIGHT FOR NATURAL GAS EXHAUST STACKS

44th Floor 541' - 0"

42nd Floor 521' - 8"

DESIGN NOTES

41st Floor 512' - 0"

CEQR REQUIREMENTS:

40th Floor 502' - 4"

39th Floor 492' - 8"

37th Floor 473' - 4"

38th Floor 483' - 0"

37th Floor 473' - 4"

36th Floor 463' - 8"

1) UTILIZE ONLY NATURAL GAS IN ANY FOSSIL FUEL-FIRED HEATING AND HOT WATER SYSTEM. 2) USE LOW NOx (30PPM) BURNERS 3) EXHAUST STACKS MUST BE LOCATED AT LEAST 509 FEET ABOVE GRADE 4) EXHAUST STACKS MUST BE LOCATED AT LEAST 20 FEET FROM THE LOT LINE FACING 35 ROCKWELL PLACE AND 30 FEET FROM THE LOT LINE FACING FULTON STREET 5) INTERIOR L10 NOISE LEVEL NOT TO BE GREATER THAN: RESIDENTIAL EDUCATION AND CHILD CARE USES: 45 dBA COMMERCIAL, ADMINISTRATIVE AND OFFICE USES: 50 dBA. 6) PROVIDE TRICKLE VENTS FOR ALL FACADES 7) PROVIDE 33 OITC GLAZING AT ALL FACADES

ULURP REQUIREMENTS:

34th Floor 444' - 4"

33rd Floor 434' - 8"

32nd Floor 425' - 0"

31st Floor 415' - 4"

11' - 0"

35th Floor 454' - 0"

30th Floor 404' - 4"

29th Floor 394' - 8"

28th Floor 385' - 0"

27th Floor 375' - 4"

26th Floor 365' - 8"

26th Floor 365' - 8" 106' - 4" 11 FLOORS @ 9'-8"

106' - 4" 11 FLOORS @ 9'-8"

EL: 383.16

30th Floor 404' - 4"

25th Floor 356' - 0"

24th Floor 346' - 4"

XX West XXnd Street New York, NY 10011

Vertical Transportation Vertical Transportation XX West XXnd Street New York, NY 10011 (XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

Exterior Wall Consultant Parking Consultants XX West XXnd Street New York, NY 10011 (XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

Exterior Wall Consultant

36th Floor 463' - 8"

35th Floor 454' - 0"

MEP_ FP Engineers

(XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

43rd Floor 531' - 4"

38th Floor 483' - 0"

EL: 458.26

43rd Floor 531' - 4"

125' - 8" 13 FLOORS @ 9'-8"

44th Floor 541' - 0"

(XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

MEP Engineering, XXX

Main Roof 552' - 0" 11' - 0"

Main Roof 552' - 0" 509' MIN. HEIGHT FOR NATURAL GAS EXHAUST STACKS

37 West 44 Street New York, NY 10011

11' - 0"

MECH LEVEL 563' - 0"

30' - 0"

9' - 6"

EMR 572' - 6"

11' - 0"

AMENITY

30' - 0"

9' - 6"

EMR 572' - 6"

MECHANICAL

Structural Engineer

9' - 6"

EMR ROOF 582' - 0"

1. VISIBLE SURFACES OF THE THIS FACADE SHALL BE CONSISTENT WITH AND CLAD IN THE SAME MATERIALS AS THE PORTIONS OF THE IMMEDIATELY ADJACENT SOUTHEAST AND NORTHWEST FACADES THAT ARE WITHIN THE SAME VERTICAL GROUPING (I.E. 0-150' (BASE); 150' TO TOP OF COMMERCIAL FLOORS (TRANSITION); AND TOP OF COMMERCIAL FLOORS TO TOP OF RESIDENTIAL FLOORS (TOWER)).

Exterior Wall Consultant XX West XXnd Street New York, NY 10011 (XXX) XXX-XXXX - TEL (XXX) XXX-XXXX - FAX

2. PROVIDE ONE OR MORE RECESSES TOTALING 80-120 SQUARE FEET IN PLAN. SEE DIAGRAM ON A-100 FOR LOCATION 3. A) MINIMUM OF 10% OF EACH COMMERCIAL FLOOR SHALL BE GLAZED. B) MINIMUM OF 15% OF EACH RESIDENTIAL FLOOR SHALL BE GLAZED GLAZING SHALL CONSIST OF TRANSPARENT MATERIALS INCLUDING FIRE RATED GLAZING, FIRE WINDOW ASSEMBLIES, SPANDREL GLAZING OR SHADOW BOXES.

SOUTH WEST FACADE

TOWER TOP BULKHEAD FACADE

25th Floor 356' - 0"

24th Floor 346' - 4"

23rd Floor 336' - 8"

22nd Floor 327' - 0"

21st Floor 317' - 4"

RESIDENTIAL

264' MAX.

19th Floor 298' - 0"

19' - 0"

517' - 0"

19' - 0"

RESIDENTIAL

MECHANICAL

Rev Issue:

20th Floor 307' - 8"

517' - 0"

20th Floor 307' - 8"

547' - 0"

No Date:

19th Floor 298' - 0"

MECHANICAL 18th Floor 279' - 0"

18' - 0"

18th Floor 279' - 0"

17th Floor 261' - 0"

16th Floor 247' - 0"

15th Floor 233' - 0"

14th Floor 219' - 0"

EL: 232.69

EL: 225.02

EL: 205.85 207.33' LOWER LEVEL LIMITING PLANE

207.33' LOWER LEVEL LIMITING PLANE

13th Floor 205' - 0"

EL: 185.91

13th Floor 205' - 0"

12th Floor 191' - 0"

150' MAX.

11th Floor 177' - 0"

12th Floor 191' - 0" 150' MAX.

11th Floor 177' - 0"

5/18/2021 7:13:53 PM

C:\Users\aalbinder\Documents\21.107_570 Fulton_Central_aalbinder.rvt

EXISTING 19 STORY BUILDING

10th Floor 163' - 0"

210' - 0" 15 FLOORS @ 14'-0"

NOTES:

9th Floor 149' - 0"

10th Floor 163' - 0"

9th Floor 149' - 0"

8th Floor 135' - 0"

7th Floor 121' - 0"

6th Floor 107' - 0"

5th floor 93' - 0"

4th Floor 79' - 0"

CLIENT The Davis Companies

3rd Floor 65' - 0"

COMMERCIAL

RETAIL

MECHANICAL

12' - 0"

1st Floor 35' - 0"

RETAIL Cellar floor 23' - 0"

1st Floor 35' - 0" 12' - 0"

RETAIL LOBBY

16' - 0"

2nd Floor 51' - 0"

16' - 0"

RESIDENTIAL LOBBY

New York, NY 10038 (617) 451-1300

2nd Floor 51' - 0"

RETAIL

116 Nassau Street, Suite 619

PROJECT 570 Fulton Street Brooklyn, NY 11217

Cellar floor 23' - 0"

RESIDENTIAL AMENITY

MECHANICAL

UTILITY EASEMENT

TITLE BUILDING SECTIONS NAVD 88 0"

SCALE: As indicated 4/6/2021 DATE: PROJECT No:

A-310 2

ZONING SECTION B-B SCALE:

1" = 20'-0"

Section A-A SCALE:

1" = 20'-0"