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WORKSAMPLE 2021

https://swatijain.net/


PACE ACADEMIC CENTRE AND DORMITORY 15 BEEKMAN STREET, NY 10038

Professional Work : Ismael Leyva Architects, P.C. , New York City Client - SL Green Reality Corp. Duties : Contributed in all phases of the Project from Design Developement to Construction drawings Role : Architectural Designer (Currently working)


1

2

3

4

9' - 7"

5'-5"

3'-4 1/4"

5

6'-8 1/4"

3'-4 1/4"

6 7

1' - 6 1/4"

3'-4 1/4"

D

4 N

(

M

6'-8 1/4"

3'-4 1/4"

W-01

6'-8 1/4"

115'-8 1/4"

3'-4 1/4"

W-01

1 N

6'-8 1/4"

3'-4 1/4"

W-01

24" x 18"

6'-8 1/4"

( (

3'-4 1/4"

W-01

14

6'-8 1/4"

3'-4 1/4"

W-01

24" x 18"

W07

C5-5

6'-8 1/4"

3'-4 1/4"

W-01

C6-4

6'-8 1/4"

19

M

I

3'-4 1/4"

W-01

6'-8 1/4"

3'-4 1/4"

W-01

24" x 18"

0'-6"

( (

22

N

24" x 18"

C

28

18" x 18"

5 N

6'-6 1/4"

(

T

18

24" x 36"

26" x 36"

5'-11"

5'-0"

5'-0"

0'-6"

16'-5" 5'-6" 1'-0"

5'-6"

1'-0"

1'-3"

W-03

5'-0"

7'-0"

6'-8"

NASSAU ST.

3'-4"

5'-6"

1'-0"

0'-9"

1'-0"

6'-8"

0406

W-03

10'-9"

1'-6"

3'-4" 6'-8"

ACADEMIC ACC-UG3 8508 SF

10'-9"

9'-6"

( (

H

2 L

(

G

2 N

( (

V

V

1 E

( (

10'-9"

N

31'-0"

F.FL. EL = +88'- 0"

D

L

0'-7"

0405

W-03

5 N

29'-3 1/4"

13

20" x 36"

6 STORY

9

4

17" x 34"

5'-11"

E

EXISTING ADJACENT MASONRY BUILDING

S

3'-4"

E

30' - 0"

1 N

W-01

6'-0 1/2"

18' - 11"

S

8

M

6'-8 1/4"

10

7'-1"

21' - 1 3/4"

BEEKMAN ST. W-01

F

8

7

29' - 0"

4

W05

F

6

29' - 0"

1' - 7 3/8" 2 3

1 6'-0 3/4"

5

20' - 10 1/8"

D

8

3

12

24" x 36"

18" x 30"

17

30" x 36"

30" x 36"

ELEVATOR ALCOVE ACC-UG3 264 SF W-03

48'-10"

22' - 0"

3'-4"

6'-8"

D

3'-4"

103'-2 1/2"

T.O.S. EL = +87' - 11"

6'-8"

0403

FA

TX-1 34"x20"

W-03

0404 FO 3"ø FO 3"ø

3'-4"

ELECT.

24" x 36"

26" x 36"

26" x 36"

ELEVATOR LOBBY ACC-UG3 129 SF

RX 14"x10"

STP 26"x16"

CS 24"x16"

H2c

JC 55 SF

W-03

N

C2a

W-03

D2b

M2a

L03

ELP 30"x18"

D2b

4

D2b

5

9' - 7"

20' - 10 1/8"

29' - 0"

2 31' - 7 3/8"

20

L03

C5-5

3 STORY

(

8

21' - 1 3/4"

1' - 6 1/4" 6 7

36" x 18"

5

EXISTING ADJACENT BRICK BUILDING 5 STORY

N

M

29' - 0"

4

S

4

6 7

ELECT.

18" x 30"

1

F

ELECTRIC CLOSET ACC-UG3 160 SF

PFSP 24"x55"

11'-3" 5'-0"

DN

7'-1 3/4"

17'-8"

12'-4"

RELIEF AIR DISCHARGE LOUVER

5'-0"

2 3

6'-3 1/2"

5'-7"

5'-0"

3'-6 1/4"

1

1

5'-7 1/2"

0'-8 1/4"

6'-8"

5'-9 1/2" W-03

MECHANICAL ROOM ACC-UG3 371 SF

UP

10'-0" MIN.

3'-4"

14' - 1"

A

M

0402

0407

5'-0"

A

20'-11"

0401

OUTSIDE AIR INTAKE LOUVER

B

3'-0" MIN.

6'-8"

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

GX 22"x14"

16

3'-4"

14' - 10"

11

6'-0"

7

C 9 6'-8"

C

2

18" x 30"

1 1 S N

D

8

4 N

T (

4

C6-4

M

2 STORY

M

1

SN D ( P(

F

M

1 N

1

18' - 11"

11/6/2020 11:07:08 PM

I

Level 4 SCALE:

NB# 121208317 ACADEMIC USE CONSTRUCTION TENANT FIT-OUT SPACE TO BE FILED SEPARATELY. SHOWN FOR REFERENCE ONLY.

1/4" = 1'-0"

( (

N

C

5 N C5-5

(

C6-4

T 3'-4"

1'-8"

5'-0"

3'-4"

1'-8"

W09

5'-0"

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"

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"

S

2'-2 1/2"

5 N

W09

( (

21

30" x 24"

H

2 L

(

G

19'-3"

1'-0"

L

2 N

( (

0'-9"

V

V

5'-0"

5'-0"

1'-0"

1'-8"

5'-0"

5'-0"

W09

1 E

( (

1105

3'-4"

D

12

8

5'-0"

N

17

ACADEMIC ACC-UG3 4916 SF

24" x 36"

18" x 36"

1'-8"

D

31'-0" W09

24" x 36"

ELEVATOR ALCOVE ACC-UG3 264 SF

68'-7"

5'-0"

1'-8"

3'-4"

5'-0"

30' - 0"

MTL STEEL GATE TO BE CONNECTED TO FA - FAIL SAFE

5'-6"

6'-5"

W09

D

2'-8"

1'-0"

6'-3"

1106

1'-0"

28" x 24"

3'-4"

5'-0"

18

26" x 24"

9

18" x 48"

4'-6"

13

3'-4"

E

1'-8"

E

W09

10'-6"

10'-3" 49'-4"

3'-4"

84'-1 3/4"

10'-3"

1'-8"

22' - 0"

F.FL. EL = +191'- 5"

T.O.S. EL = +191' - 4"

5'-0"

1103

CWPD L 4" 6"

FA

1104

W09

FO 3"ø

RX 14"x10"

G 3"

4'-0"

11

18" x 36"

24" x 36"

GX 22"x14"

15'-1"

5'-0"

1'-8" 5'-0"

JC 56 SF

L 10"

CS 24"x16"

G 8"

C2a

W10

W10

29'-6"

UP

5'-6"

L04 1101

1107

ELECTRIC CLOSET ACC-UG3 142 SF

W09

5'-0"

1'-0"

0'-6"

9'-5 1/2"

D2b

RELIEF AIR DISCHARGE LOUVER

M PFSP 24"x55"

1'-0"

M2a

3'-4"

W10

10'-0" MIN.

D2a

1'-0"

3'-0" MIN.

5'-0"

SP 38"x18"

24'-2"

33'-6" 57'-8" C5-5

C6-4

S

4

N

(

ELP 30"x22"

DN

1'-0"

ELECT.

15

0'-9 3/4"

A

L 6"

W09

20'-7"

A

V 4"

11'-4"

12

3'-4"

MECHANICAL ROOM ACC-UG3 296 SF

W10

OUTSIDE AIR INTAKE LOUVER

L04

16

3'-4"

B

14' - 1"

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

B

L 4"

N

1102

1'-8"

14' - 10"

ELECT.

W09

ELEVATOR LOBBY ACC-UG3 128 SF

STP 16"x30"

36" x 20"

M

5'-0"

16

6'-0"

3'-4"

C 9

7

1'-8"

C

FO 3"ø

ELECT.

TX-1 34"x20"

1 1

18" x 24"

N

33'-7 1/2" 14'-1"

T 58'-5 1/4"

1

S D P


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

1

P. C.

2 3

4

9'-7"

SL GREEN REALITY CORP.

Developer

1

420 Lexington Ave New York, NY 10170

5

22'-5 1/2"

6

29'-0"

2 3

8

7

29'-0"

4

21'-1 3/4"

5

6 7

SL GR

Develope

8

1'-6 1/4"

420 Lexin New York

(212) 594-2700 - TEL

(212) 594

MGE

MGE

116 West 32nd Street New York, NY 10001

116 West New Yor

MEP_ FP Engineers

MEP_ FP

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

F

BEEKMAN ST.

F

(212) 643 (212) 643

MGE Unified Technologies Corp.

MGE U

IT / Security / AV Engineers

IT / Secur

116 West 32nd Street New York, NY 10001

116 West New Yor

(212) 643 (212) 643

Newlin

18' - 11"

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

Newline Structures

Construction Manager

512 7th Ave. New York, NY 10018

(212) 280-3019 - TEL

Construct

512 7th A New York C5-5

W11

4TH FLOOR PLAN

MGE

MEP_ FP Engineers

116 West 32nd Street

New York, NY 10001 SCALE: 1/4" = 1'-0" DATE: (212) 643-9055 - TEL PROJECT (212) 643-0503No: - FAX 20.102

5'-4 1/4"

0'-5"

D0a

10 BEDS UG3 C0a

DESK 22x36

DESK 22x36

D2a

C0a

3'-8 1/4"

W13

B

D0a

E ADA UNIT. #1/7-Without Roll-in showers

D0b B1

12'-1 1/4"

3 BEDS 155 SF

MUA-2 12"x12"

0'-5"

283 SF

MICRO

ADA UNIT UG3

F0c

3'-0"

C0a

D0a

6'-0"

D0a

6'-0" E

UP

8'-3 1/2"

RESIDENTIAL LIFE OFFICES ACC-UG3 12'-1" 1180 SF

0'-4"

OFFICE 102 SF

D2b

D2b

E

RX-2 12"x12"

F0a FO 3"ø FO 3"ø

ELEVATOR LOBBY 331 SF

10'-9 1/2"

SEE NOTE 1

W12

2'-0"

JC 27 SF

0'-6" 6'-0"

D2b

SERVICE HALL

3'-6"

C148

A

3'-0"

W12

2'-0"

H2.b

STP 28"x18"

H2.b

27'-0"

3'-0"

CS 24"x16"

PLUMBING RISER

NOTES:

1. SLOPE SHAFT (

EL. + 220.14

6 A-513

FLOOR BELOW

40'-11"

33'-6"

DORMITORY BED COUNT SUMMARY

74'-5" C5-5

1'-0" DN

WRDB. 24x36

19'-3"

D2b

0'-4" 3'-2"

SPD 12"x14"

C0a WRDB. 24x36

1'-0"

D2a

D2a

9'-2"

RECEPTION

C0a

E

ELECTRICAL / TELECOM CLOSET D2a

NO DATE 1 03/27/2 2 06/05/2 3 06/08/2 4 08/17/2 5 08/28/2 11/04/2

STAIR A 154 SF

D2b B

J1

1'-0"

0687

D2a

ELECTRICAL RISER FROM 12TH TO 13TH FLOOR

E

3'-0"

D2b

A

13'-6"

TX-E 12"x12"

11 A-851

29

W12

3'-6"

(973) 994 (973) 994

7'-10"

C2a

0'-5"

3'-0"

120 Eagle East Han

1'-0"

6 A-851

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

W-11

3'-6"

3'-9"

J REF/FRZ

D0a

19'-2"

W12

2'-0"

4'-0"

18'-0"

3'-0"

D2b

J

RANGE

D0b

W12

2'-0"

8'-3"

8'-5" 1 A-850

SINK

A

1 A-851

E

6'-3 1/4"

Vertical T

C1a

D0b

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

(212) 479 (212) 479

Van De

49'-4"

D0b

21 Penn P New York

4'-8"

DW D0a

B

D

TX-D 12"x9"

18" x 42"

E

Geotechn

C2a

B

C

PRINTER / PANTRY 78 SF 10'-2 1/4"

0'-5"

266 Merri Lynbrook

12'-10"

D0b

RD UNIT UG3

B

5'-0" D0b

Demolitio

0'-7"

MW

TX-A 8"x12"

D0b

D2b BUNK BED 38x84

D0a

1'-6"

Langan

6'-1"

REF

B1

B

3'-10"

DN

1'-1"

8'-5 1/4"

D1a

ADA UNIT (1BED) 181 SF

1'-10"

(516) 791

13'-0"

15'-0 1/4"

0'-5"

4'-3" W13

2 BEDS 99 SF WRDB. 24x36

51 Madiso New York

SINGLE BED 38x84

388 SF

D1a

WRDB. 24x36 B1

SINGLE BED 38x84

30" x 16" W12

3'-0"

B

DESK 22x36

Structura

2'-2 1/2"

Howard

0'-5" 3'-10"

DESK 22x36

11'-9 3/4"

16

5'-0"

B1

3'-4"

W11

A

COUNTER

5'-0"

D2a

E

WRDB. 24x36

24" x 24" MUA-4 10"x10"

OFFICE 76 SF

D0b

30'-11 1/4"

0'-5"

C2a

F.FL. EL = +219'- 5" T.O.S. EL = + 219' - 4"

2'-5 1/4"

WRDB. 24x36

2 BEDS 117 SF

D0b

9'-6 1/4"

WRDB. 24x36

DESK 22x36

D0b

A

MW

D0b

#1/17-H&V COM.

1'-8"

W11

0'-5 1/2"

C

D0b

WRDB. 24x36

BUNK BED 38x84

11'-1"

1 A-155

4'-0"

0'-5"

7'-10" 0'-5"

0'-5"

5'-0"

970 SF

13TH FLOOR.............................32 BEDS (RD UNIT)

C6-4

14TH - 17TH FLOOR................168 BEDS (RD UNIT) (42 BEDS PER FLOOR X 4 FLRS)

UP

D2b

2 3

WRDB. 24x36

9' - 7" 1

B

B1

2 BEDS 89 SF

8'-5"

TITLE (212) 594-2700 - TEL

A

CS/SP 30"x16"

26" x 26"

WRDB. 24x36

DESK 22x36

PRIVATE OFFICE 102 SF

B

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

0'-5"

A

15 Beekman 15 Beekman St. SL GREEN REALITY CORP. New York, NY 10038

Developer

1

P. C.

3'-4"

A R C H I T E C T S,

D2a

B1

D0b

DESK 22x36

3'-4"

6'-0"

WRDB. 24x36

DESK 0'-5 1/2" 22x36

DESK 22x36

BUNK BED 38x84

D2a

17

0'-5"

C1a

5'-0"

4'-0"

10'-11 1/2"

DESK 22x36

D0a

11

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

ISMAEL LEYVA

4 A-820

MUA-1 16"x14"

3 BEDS 141 SF

SINGLE BED 38x84

2 A-714

4

1'-0"

5

2 3

6

8

7

18TH-22ND FLR ......................235 BEDS (47 BEDS PER FLR X 5 FLRS)

1'-0"

22' - 5 1/2"

0'-9 3/4"

(212) 594-2700

WRDB. 24x36

E

WRDB. 24x36

W11

W11

D0b

WRDB. 24x36

BUNK BED 38x84

1'-8"

6'-0"

0'-5 1/2"

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

14' - 10"

New York, NY 10170

11'-1"

TX-B 16"x9"

DESK 22x36

2 BEDS 118 SF

WRDB. 24x36

B1

CONFERENCE 152 SF

D1a

DESK 22x36

DESK 22x36

14' - 1"

420 Lexington Ave.

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

SL Green Realty

D2a D2a

B

D0a

DESK 22x36

DESK 22x36

W11

16" x 36"

B

8'-11 3/4"

C2a

12

WRDB. 24x36

BUNK BED 38x84

WRDB. 24x36

7

12 A-850

D0a

3'-4"

W11

13'-9"

SINGLE BED 38x84

W11

13 A-850

5'-0"

11'-4"

0'-5"

11'-0"

W11

B1

3 BEDS 144 SF

WRDB. 24x36

9'-0 1/2"

D0b

0'-5" BUNK BED 38x84

DESKD0b 22x36

3 BEDS 184 SF

0'-5"

DESK 22x36

9'-0"

DESK 22x36

DESK 22x36

WRDB. 24x36

WRDB. 24x36

9'-0 1/2"

DESK 22x36

1 A-152

11 A-850

A

WRDB. 24x36

BUNK BED 38x84

B

1 A-154

0'-5" DESK 22x36

BUNK BED 38x84

5'-0"

1047 SF B1

DESK 22x36

1'-8"

D1a

D2a

0'-5"

7'-10"

B 10 BEDS UG3

3'-4"

W11

0'-5"

7'-10"

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

F0a

3'-4"

84'-1 3/4"

DESK 22x36

WRDB. 24x36

F0a

B

10 BEDS UG3

B

D0a

12'-7 1/2"

D0b

1159 SF

C1a B

C1

WRDB. 24x36

F0a

8

16" x 36"

16" x 36"

C 9

6 A-850

B

W11

1'-8"

C

B1

B

C

14'-0 1/4"

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

C0a

D0b

A

F0a

5'-0"

B1

0'-5" 3'-8"

5'-0"

W11

WRDB. 24x36

TX-C 16"x8"

2 BEDS 94 SF

1'-8"

22' - 0"

D0a

2 BEDS 95 SF

1'-8"

38" x 20"

DESK 22x36

D0b

WRDB. 24x36

3 BEDS 208 SF

D0a

WRDB. 24x36

SINGLE BED 38x84

NOTES:

SINGLE BED 38x84

D1a

DESK 22x36

13'-5 1/2"

BUNK BED 38x84

BUNK BED 38x84

1'-8"

D

5'-0"

D

NASSAU ST.

NO DATE REV ISSUE DOB OBJ. RESPONSE 1 08/17/2020 100% DESIGN DEVELOPMENT 2 08/28/2020 DOB OBJ. RESPONSE 3 10/01/2020 50% CONSTRUCTION 4 11/04/2020 DOCUMENTS 5

D0b

D0b

WRDB. 24x36

DESK 22x36

0'-5"

W11

3'-4"

5'-0"

30' - 0"

DESK 22x36

SINGLE BED 38x84

WRDB. 24x36 #2/17-H&V COM.

C1a

B1

DESK 22x36

0'-5"

0'-5"

0'-5"

3'-4" 1'-8"

DESK 22x36

3'-4"

6'-0"

DESK 22x36 WRDB. 24x36

DESK 22x36

5'-0"

(212) 532 (212) 481

DESK 22x36

WRDB. 24x36

SINGLE BED 38x84

Thornt

1'-8"

W11

7'-10 3/4"

W11

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

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

3'-4"

18

BED 24'-3BUNK 1/2" 38x84

3 BEDS 156 SF

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

5'-0"

W11

D1a

0'-5"

12'-2"

5'-0"

BUNK BED 38x84

Vertical Transportation Engineers

1'-8"

0'-5"

(516) 791-2600 - TEL

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

3'-4"

9'-2 1/2"

1'-8"

14'-0 1/2"

F0a

Geotechnical Consultants

Van Deusen Associates

5'-0"

13

WRDB. 24x36

48" x 18"

Langan

1'-8"

36" x 18"

9

Demolition

266 Merrick Rd #310 Lynbrook, NY 11563

3'-4"

18'-3 1/2"

E

3'-4"

E

5'-0"

W11

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

Howard I Shapiro & Associates

1'-8"

3'-9"

W11

3'-4"

2'-10"

5'-0"

13'-3"

1'-8"

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

3'-4"

5'-0"

5'-0"

0'-5"

51 Madison Ave. New York, NY 10001

1'-8"

4'-0"

3'-4"

9'-10 1/2"

Structural Engineer

420 Lexington Ave New York, NY 10170

(212) 280

C6-4

105'-6 1/2"

Thornton Tomasetti

29' - 0"

29' - 0"

4

31'-1 3/4"

21' - 1 3/4" 6 7 1' - 6 1/4"

5

23RD FLOOR (TRANSFER).......21 BEDS

8

25TH FLOOR..............................20 BEDS TOTAL : 476 BEDS

BEEKMAN ST. F

11/6/2020 11:08:13 PM

18' - 11"

Newlin

Construct

13TH - 22ND FLOOR

512 7th A New York

1/4" = 1'-0"

C5-5

L02

L02

5'-0" L02

3'-4"

1'-8"

5'-0"

L02

3'-4"

1'-8"

L02

Demolitio

CWP / HPWP-2

CWP-1

21 Penn P New York

(212) 479 (212) 479

Van De

30'-1"

120 Eagle East Han

(973) 994 (973) 994

MECHANICAL ROOM ACC-UG3 1734 SF

IDF 53 SF

0'-6" UPPER ZONE FIRE ACC-UG3 265 SF

15'-1"

30

M2a

ELECT. DIST. ACC-UG3 103 SF 2604

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

SEE NOTE 1

3'-9"

68'-7"

3'-9"

FO 3"ø FO 3"ø

ELEVATOR LOBBY 716 SF

5'-0"

16

L07

3'-11"

3'-0"

L07

5'-0"

L07

2'-0"

3'-0"

W-23

3'-6"

3'-0"

L07

3'-6"

3'-0"

L07

2'-0"

3'-0"

CS 24"x16"

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

L07

2'-0"

STP 28"x18"

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

3'-0"

2'-6"

NOTES:

1. SLOPE SHAFT (

13'-9"

14' - 10"

4'-0"

UP

ELEVATOR LOBBY 390 SF

5'-6"

2603

DN

5'-6"

30" x 16"

L06

5'-8 1/2"

10'-7"

UPPER ZONE FIRE ACC-UG3 103 SF

M2a

28

16'-0 1/4" L06

4'-0"

0'-6"

2607

36" x 16"

5'-10 3/4"

10'-7"

16'-8"

0'-6"

1'-0"

15'-9"

11

16" x 36"

DATE 03/27/2 06/05/2 06/08/2 08/17/2 08/28/2 11/04/2

1'-0"

15'-9"

1'-0"

1'-6"

1'-1 1/4"

0'-0"

5'-7 3/4"

M2a

15'-3"

M2b

7

NO 1 2 3 4 5

D2b 2609

M2a

5'-6" 0'-6"

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

(212) 532 (212) 481

Howard

Vertical T

B 72'-0 1/2"

33'-6" 105'-6 1/2" C5-5

14' - 1"

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

L02

Geotechn

50' - 10"

46 26

O.D. R.D.

3'-4"

5'-0"

0'-8"

1'-8"

22' - 0"

3'-9"

M2b

L02

L06

B

Structura

51 Madiso New York

2601

0'-8"

DN

4'-0"

Thornt

2'-2 1/2"

(516) 791

17

2605

6'-0 1/8"

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

3'-4"

Langan

24" x 24"

L02

NOTES:

5'-0"

O.D. R.D.

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

55'-0"

1'-8"

8

1'-8"

L02

ET-2

64

90

C 9

3'-4"

DOMESTIC HOT WATER GENERATING STATION

RTU-2 DORM VENTILATION

16" x 36"

(212) 280

C6-4

5'-0"

2602

L02

27'-11 1/2"

C

1'-8"

F.FL. EL = +351'- 1" T.O.S. EL = + 350' - 5"

3'-4"

D

3'-4"

L02

MECHANICAL ROOF ACC-UG3 2758 SF

1'-8"

D

NASSAU ST.

NO DATE REV ISSUE DOB OBJ. RESPONSE 1 08/17/2020 100% DESIGN DEVELOPMENT 2 08/28/2020 DOB OBJ. RESPONSE 3 10/01/2020 50% CONSTRUCTION 4 11/04/2020 DOCUMENTS 5

5'-0"

266 Merri Lynbrook

CHEMICAL FEED

30'-2"

L02

1'-8"

ET-1

CT-1 3-CELL 900 TON COLLING TOWER

3'-4"

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

5'-0"

30' - 0"

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

3'-4"

L02

18

O.D. R.D.

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

Van Deusen Associates

5'-0"

CW FILTER

5'-0"

1'-8"

49'-1 1/2"

Vertical Transportation Engineers

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

L02

5'-0"

L02

Geotechnical Consultants

11TH FLOOR PLAN

1'-8"

38" x 20"

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

TITLE

3'-4"

13

(516) 791-2600 - TEL

Langan

New York, NY 10038

5'-0"

48" x 18"

266 Merrick Rd #310 Lynbrook, NY 11563

15 Beekman 15 Beekman St.

1'-8"

36" x 18"

9

Demolition

New York, NY 10170

3'-4"

2'-6"

E

3'-4"

E

1'-8"

3'-9"

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

3'-4"

HWP-2

5'-0"

HWP-1

1'-8"

HX-1

3'-4"

CWP-4

5'-0"

CWP-3

1'-8"

HPWP-1

3'-4"

51 Madison Ave. New York, NY 10001

0'-2"

SCALE:

(212) 280-3019 - TEL

(212) 594-2700

MGE

(212) 643 (212) 643

1

Thornton Tomasetti

420 Lexington Ave.

13TH F

116 West New Yor

Structural Engineer

SL Green Realty

Develope

420 Lexin New York

TITLE (212) 594

IT / Secur

A-104 .00

Howard I Shapiro & Associates

15 Beek 15 Beek SL GR New York

MGE U

22

512 7th Ave. New York, NY 10018

(212) 594

116 West

22

Newline Structures

Construction Manager

New York

MEP_ FP

F

IT / Security / AV Engineers

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

420 Lexin

New Yor SCALE DATE: (212) 643 PROJE (212) 643

MGE Unified Technologies Corp.

116 West 32nd Street New York, NY 10001

SL Gre

C6-4

SL Gre

420 Lexin

New York

(212) 594

A

A

15 Beek 15 Beek

New York

TITLE

26TH F PLAN

SCALE DATE: PROJE


1 A-315

38'-5"

11'-0"

12'-11"

12'-11"

Roof 362' - 1"

23'-11"

Bulkhead 375' - 0"

STORMPROOF PAINTED ALUMINUM LOUVER SYSTEM

11'-0"

level 25 339' - 4"

300' - 0"

GL-3B AL-1

level 24 327' - 7"

level 24 327' - 7"

10'-9"

10'-9"

AL-2 AL-2

level 23 316' - 10"

level 23 316' - 10"

level 22 307' - 1"

level 22 307' - 1"

level 21 297' - 4"

level 21 297' - 4"

level 20 287' - 7"

ALUMINUM CASEMENT WINDOWS. 1" IGU THERMALLY BROKEN SYSTEM

level 19 277' - 10"

97'-6" 10 FLRS. @ 9'-9"

level 19 277' - 10"

level 18 268' - 1"

level 18 268' - 1"

level 17 258' - 4"

level 16 248' - 7"

level 16 248' - 7"

level 15 238' - 10"

level 15 238' - 10"

229'-9"

level 17 258' - 4"

level 14 229' - 1"

215'-0 3/4"

level 14 229' - 1"

level 12 205' - 4"

GL-3A AL-2 AL-2

level 11 191' - 4"

ALUMINUM CASEMENT WINDOWS. 1" IGU THERMALLY BROKEN SYSTEM level 10 177' - 4"

98'-0" 7 FLRS. @ 14'-0"

level 9 163' - 4"

level 12 205' - 4"

AL-1

300'-0"

level 11 191' - 4"

level 13 219' - 4"

STORMPROOF PAINTED ALUMINUM LOUVER SYSTEM

338'-5"

338'-5" BUILDING HEIGHT

338'-5" PROPOSED BUILDING HEIGHT

level 13 219' - 4"

level 10 177' - 4"

97'-6" 10 FLRS. @ 9'-9"

level 20 287' - 7"

229'-9"

level 25 339' - 4"

23'-6" 2 FLRS. @ 11'-9"

level 26 351' - 1"

23'-6" 2 FLRS. @ 11'-9"

level 26 351' - 1"

98'-0" 7 FLRS. @ 14'-0"

Roof 362' - 1"

23'-11"

Bulkhead 375' - 0"

METAL PANEL RAINSCREEN SYSTEM ON TOWER FLOORS WITH 8" DEEP ASSEMBLY WITH STUD BACK UP WALL level 9 163' - 4"

ALUMINUM FRAMED GLASS RAILING SYSTEM

Level 8 149' - 4"

Level 8 149' - 4"

STRUCTURALLY GLAZED STOREFRONT SYSTEM level 7 135' - 4"

level 7 135' - 4" GL-1 85'-0" MAX BASE HEIGHT

level 6 121' - 4"

level 6 121' - 4"

11/6/2020 8:53:08 PM

PT-1 PT-1

level 5 104' - 7 1/2"

level 3 71' - 2 1/2"

84'-9"

84'-11 1/2"

level 4 87' - 11"

level 3 71' - 2 1/2"

59'-11 1/2"

84'-9" PROPOSED BASE HEIGHT

66'-10" 4 FLRS. @ 16'-8 1/2"

level 4 87' - 11"

60'-0" MIN BASE HEIGHT

66'-10" 4 FLRS. @ 16'-8 1/2"

level 5 104' - 7 1/2"

84'-9"

6" FSP SIAMESE CONNECTION

STRUCTURALLY GLAZED STOREFRONT SYSTEM

level 2 54' - 6"

level 2 54' - 6"

GL-1

P. EL = 35' - 0"

VENT TERMINATION

1

North Elevation SCALE:

3/32" = 1'-0"

P. EL = 36' - 1 3/16"

EX. EL = 37' - 1"

19'-6"

Entrance at Nassau 38' - 6" Avg Curb Height BEEKMAN STREET 36' - 7" level 1 35' - 0"FUEL OIL TANK 24x24x12 FUEL OIL RECESSED WALL FILL BOX

Entrance at Nassau BEEKMAN 38' - 6"

PT-1

19'-6"

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

GL-1

Avg Curb Height 36' - 7" level 1 35' - 0"

EX. EL = 37' - 5 3/8"

STREET

EX. EL = 37' - 5

EX. EL = 34' - 8 3/4" 2

West Elevation SCALE:

3/32" = 1'-0"


509 3RD AVENUE NEW YORK, NY 10016

Professional Work : Ismael Leyva Architects, P.C. , New York City Client - Third and Thirty Four LLC Duties : Contributed in all phases of the Project from Design Developement to Construction drawings Role : Architectural Designer (Currently working)


ISMAE A R C H I

C1-9/R-10

1

C1-9A/R-10A

A-310.00 50'-0"

1'-0"

15'-11 1/2"

49'-8"

2'-0"

17'-2 1/2"

3'-6"

WSP USA

10'-0"

Structural Engineer

One Penn Plaza, 250 W 34th New York, NY 10119

121 24" x 12" 8"

(212) 687-9888 - TEL

DISTRICT C1-9 C1-9 C1-9 C1-9

AREA 4,577 SF 613 SF 1,000 SF 358 SF

C1-9 C1-9

COMMERCIAL BIKE RM. MECHANICAL

C1-9A C1-9A C1-9A

255 SF 500 SF 7,304 SF 3,628 SF 696 SF 597 SF 4,922 SF 12,226 SF 12,226 SF

1

1

1

A-311.00

A-322.00

A-323.00

5 A-520.00

2 A-301.00

1

1

A-324.00

A-325.00

10

A-520.00

6 1/2"

7'-1 1/2"

6'-7"

3'-9"

6 1/2" 6 1/2"

1'-7"

26'-3"

24'-2 1/2" 2'-11 1/2"

1'-6 1/2"

4'-5 1/4"

24'-5 1/2"

5'-1 1/2"

3'-6" 3'-8 1/2"

4'-1 1/2"

OUTLINE OF COL. @ 2ND

1'-6 1/2"

PACKAGE 255 SF

5A 32" x 16"

150 30" x 16"

D0.1 4"

6'-1"

6'-7"

9'-4 1/2"

1'-4"

84'-4 1/2"

9 12.04.19 10 02.03.20 11 03.13.20

Issue DOB 100% 100% HPD DOB RESP 80% C Found 95% C

73'-7"

6 16" x 32"

C2.1

9 16" x 32"

OUTLINE OF COL. @ 2ND FL.

OUTLINE OF COL. @ 2ND FL.

OUTLINE OF COL. @ 2ND FL.

P23 2"ø

H2.3 8'-10" 6"

10 16" x 32"

64'-11 3/4"

G14 8"ø

13'-3"

1'-2 1/2"

PWM 4 4"ø

D2.2

G5 2"ø

Rev

H2.3

OUTLINE OF COL. @ 2ND FL.

OUTLINE OF COL. @ 2ND FL.

Date 06.26.19 06.28.19 09.20.19 11.19.19 11.26.19

8'-9 1/2"

9'-11 1/2" 15'-9 1/2"

RX 1 8"x8"

4 16" x 32" OUTLINE OF COL. @ 2ND FL.

53'-11"

P14 G12 4"ø 4"ø D2.2

2'-2"

6"

3'-2 1/2"

H2.3 2'-8 1/2"

No 1 2 6 7 8

80'-8"

23'-0"

GFI

C0.3

M

6 1/2" 3'-8"

5'-9 1/2"

1'-9"

F0.2

0106

F0.2

4'-0"

G15 4"ø

EF

C2.1 2'-7 1/4"

D2.2

12"x12"

2" 15'-3 1/4"

P5 4"ø

12'-2 3/8"

8'-4" 74'-1"

6 1/2"

1'-8"

11'-6"

CV 2 12"x21"

PWM 9 4"ø

5'-5"

F0.2

M

D2.2

C2.1

8"x8" S.CONNECTION 10'-3 1/2" 6"ø

31'-7"

T.O.S. EL + 26' - 1"

3 16" x 32"

F.F.EL + 30' - 2"

0105

3'-0"

P4 4"ø

1'-0"

6 1/2"

D2.2

GV 1

OUTLINE OF COL. @ 2ND FL.

5'-3"

1'-8 5/8"

PL = + 30.14'

2'-0 81/128"

15'-9 1/4"

12 16" x 32"

6 1/2"

123 42" x 12"

D2.2

F

35'-10"

101 26" x 28"

0104

T.O.S. EL + 29' - 11"

35'-10"

1'-8"

124 24" x 14"

MAIL 500 SF

6" T.O.S. EL + 29' - 11"

PE-1 3000# @ 700 F.P.M

35'-10"

25'-11 1/4"

8'-4 3/4"

21'-11 47/128"

3'-9"

6"

15'-0 7/8"

FIRE SERVICE ACCESS ELEVATOR

H2.3

6'-0"

8'-5 3/4"

D2.2

T.O.S. EL + 29' - 11" F.F.EL + 30' - 2"

13

FDNY CONNECTION

6 1/2"

3'-9" 6 1/2"

7'-6"

6'-9 1/2" 23'-9"

18'-6 1/8"

LOBBY 1,000 SF

K

EXISTING HYDRANT

3'-9"

PE-2 3000# @ 700 F.P.M

SE/PE-3 3000# @ 700 F.P.M

A-522.00

3RD AVENUE

9'-9 1/4"

5'-7 1/2"

5'-1"

M D2.2

D2.2

C2.1 3'-9 1/2"

F1

UP

A-413.00

R

GFI

E1

4'-4 1/2"

8'-4"

3'-9" 3'-9" 5'-4 1/4"

F1

0110

0111

MONTROSE

4'-9"

0103

STAIR B

DN

T.O.S. EL + 28' - 5 1/2"

3

1

UP

3'-9"

STAIR A

F0.2

2

A-326.00

6 1/2"

C2.1 0101

3'-1 1/2"

6 1/2"

H2.1

A-580.00

CW1 4"ø CW2 4"ø

T.O.S. EL + 36' - 7 3/4"

6"

D2.2

L1 10"ø

A-520.00

0107

9'-9" DN

1 13 32" x 16"

1

A-310.00

F1

4'-1 1/2"

H2.3

A-332.00

8'-5"

0102

11"

23'-3"

C2.1 1

2'-3 1/4"

EF 1 20"x4"

5'-9 1/2"

EXIT / SERVICE CORR. 358 SF

16'-7 1/2"

6'-2 1/2"

PL = + 30.31'

K

D2.2 OUTLINE OF COL. @ 2ND

110 14" x 31"

6 1/2"

F.F.EL + 30' - 4"

0109

TC = + 29.83'

30'-1"

2 30" x 16"

8'-5"

1 32" x 16"

8'-7 1/2"

OUTLINE OF CANOPY ABOVE

PL = + 30.14'

9'-9 205/256"

M2.2

1'-8 5/8"

9" 3'-1" 2" SEISMIC JT. 7"

100 26" x 28"

23'-11 24'-71/2" 1/2"

5'-10 107/128"

2"

PL = + 30.40'

60'-1 51/256"

P1 P2 4"ø 4"ø

PL = + 30.31'

TC = + 30.11'

55 BIKE SPACES PROVIDED

9

A-520.00

100'-0"

6 1/2"

1 A-321.00

MECHANICAL 597 SF

23'-11 1/2"

4'-4 3/4"

98'-9" 98'-9"

4 A-328.00

4"

M2.2

6 1/2"

1 A-327.00

8"

23'-0 3/4"

51'-4 1/2"

10 A-520.00

24'-8 3/4"

D2.2

A-310.00

2

217-22 Nothern Boulevard Bayside, New York, NY 113 (718) 224-9091 - TEL (718) 224-9143 - FAX

4'-9 43/256"

2

A-520.00

6 1/2"

BIKE RM. 696 SF

16'-2 1/2"

01 level 1: 9 Grand total

MEP FP Engineer M2.2

8"

4'-4"

UNIT COMMERCIAL CORE LOBBY EXIT / SERVICE CORR. PACKAGE MAIL

MEP Engineer

M2.2

LOT 4 EXISTING-OUT 1 STORY BRICK EXTENSION

23'-11 1/2"

12,226 SF

122 42" x 12"

M2.2

120 12" x 24"

GROUND FLOOR AREAS

4'-4"

SF 4,577 SF 4,922 SF 2,727 SF

7'-8"

District C1-9 C1-9A C1-9

8"

2'-0"

Floor Area Commercial Commercial Residential Common Grand total

24'-10"

SF 7,304 SF 4,922 SF 12,226 SF

22'-8"

District C1-9 C1-9A

LOT 4 EXISTING-OUT 5 FLOORS

1 A-329.00

3'-9 1/2"

2 A-311.00 TEST V.CONNECTION 6"ø

154 22" x 28"

NOTES:

3'-2"

4'-2 1/2"

1'-0 3/256"

8'-2 1/2"

8'-4"

K

0108

F 1'-3 1/2"

H2.3

F.F.EL + 29' - 4" 0112

M2.2

D2.2

6 1/2"

DN

153 16" x 28"

103 26" x 36" T.O.S. EL + 28' - 1"

H2.3

3" 6 1/2"

P22 2"ø

25'-9"

UP

6'-8 1/2"

8'-11"

C2.1

7 16" x 32" 35'-3"

G3 2"ø

C2.1

OUTLINE OF COL. @ 2ND FL.

4'-2 1/2"

39'-11 3/4"

3'-8"

PL = + 29.31'

A-520.00

8 18" x 32"

37'-6 1/4"

46'-6"

13'-6"

G6 2"ø

14

6"

8'-4"

TC = + 29.16'

COMMERCIAL 8351 SF

PL = + 28.97'

16'-3" 3'-8"

1'-0"

0113

PL = + 28.97'

PL = + 28.97'

16

8'-8"

3'-8"

13'-6"

A-520.00

0114

PL = + 28.15'

K 6'-7"

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

K

8'-8"

PL = + 28.15'

10'-5"

1'-11"

21'-0"

0115

PL = + 27.51'

FDNY CONNECTION

8'-8"

6"

8'-8"

24'-8"

3'-8"

0116

PL = + 27.51' PL = + 26.99'

K 8'-8"

3'-8"

9'-4"

21'-0"

3'-8"

4'-1"

0"

11'-6"

1'-0"

4"

F.F.EL + 26' - 2" 157 34" x 28"

CLIENT

THIRD AND THIRTY FO

0117

0118

PL = + 26.12'

K 8'-8"

PL = + 26.32'

22'-1 1/2"

6 1/2"

5'-2"

9'-3 1/2"

T.O.S. EL + 26' - 4 1/2" F.F.EL + 26' - 4 1/2"

PL = + 26.99'

K 9'-4"

3'-8"

6"

108 28" x 26"

1'-2"

18'-7"

E0.2

3'-3 1/2"

8'-4"

T.O.S. EL + 26' - 1" F.F.EL + 27' - 0"

1'-6"

TC = + 28.73'

4'-2"

107 28" x 26"

T.O.S. EL + 27' - 5" F.F.EL + 27' - 6 1/2"

106 28" x 26"

E0.2

1'-4 1/2"

4'-0"

S.CONNECTION 6"ø

105A 18" x 26"

4'-0 1/2"

F.F.EL + 28' - 2"

1'-2 1/4"

T.O.S. EL + 28' - 1"

E0.2 105 28" x 26"

104 28" x 26"

4'-5"

90'-1"

E0.2

2"

2'-1 1/2"

F.F.EL + 29' - 0"

UP

1'-2"

4'-10"

T.O.S. EL + 28' - 1"

9'-4 1/4"

6'-10"

E0.2

2'-1 1/2" 2"

6'-7 1/4"

20'-9 1/2"

PL = + 25.92'

PL = + 26.12'

K 7'-10"

PL = + 26.32'

3'-8"

7'-10 1/2"

12

15

13

A-520.00

EAST 34TH STREET

A-520.00

C1-9/R-10

A-520.00

4" SEISMIC JT.

1

1

A-330.00

A-331.00

C1-9/R-10

PROJECT 509 3rd Avenue

C1-9A/R-10A

New York, NY 10016

1

1 A-320.00

1999 Marcus Avenue, suite Lake Success, NY 11042

381 Park Avenue South, Su New York, NY 10016

3'-7 1/2"

150'-0" 13 A-520.00

A-310.00

ISMAE

C1-9A/R-10A

TITLE

LOT 8

A R C H I

GROUND FLOOR P

TC = + 28.50'

t18

TC = + 28.12'

SCALE: WSP USA1/4" = 1'-0" DATE: Structural Engineer PROJECT #: 18.126

t6

MONTROSE

MONTROSE

MONTROSE

EXISTING HYDRANT

t18

TC = + 26.99'

3/18/2020 12:57:42 PM

C:\Users\scatania\Documents\509 Third Ave_TOWER_scatania.rvt

LOBBY

4'-0"

F.F.EL + 26' - 4 1/2"

2"

3'-8"

6 35/128"

T.O.S. EL + 26' - 1"

F.F.EL + 28' - 2"

7'-4"

T.O.S. EL + 28' - 1"

PL = + 29.31'

18'-10"

6'-0"

8'-0"

UP

TC = + 25.52'

One Penn Plaza, 250 W 34th New York, NY 10119 (212) 687-9888 - TEL

MEP Engineer MEP FP Engineer

217-22 Nothern Boulevard Bayside, New York, NY 113 (718) 224-9091 - TEL (718) 224-9143 - FAX

O.D. T.D.

2

31'-0"

A-300.00

2

2

5"

4'-3" 3'-5"

9'-11"

3'-6"

4"

D1.1

7'-11"

26'-3"

3'-5"

C1

4'-8"

CL 6 1/2"

2'-5 1/2"

3'-8"

2'-6"

C4 D0.1

W/D

D1

4'-9" 2'-0" 9"

D0.1

1'-8"

8" 2'-8" C

B

O K H 3

BA-2 5'-10 1/2"

KL-5

720 SF D1.1

1 BR

5"

NOTES:

12'-4 3/4"

3 H O

D0.1 C0.1

C3

D1.1

LR/DR 11'-7" X 17'-6"

BR #1 11'-2" X 10'-11"

12'-2 3/4"

LR/DR/SA 12'-4" X 23'-6"

B

6"

10 1/4"

4'-9 1/2"

C0.3

AP

LR/DR/SA 11'-3" X 16'-9"

45'-9 1/2"

H 3

8'-10"

W

155 24" x 14"

D0.1

L

AFNY 2-8TH FLS

4"

W/D

NID

K OR CE "W A 30 URF S

F0.2

K OR CE "W A 30 URF S

KS-1

153 12" x 28"

548 SF

15'-3"

C0.1 C

154 ? 2'-1"

K O

11'-0 1/4"

3 H

K

H K O 3

D1.1 5"

C1.1

1'-10"

D3

BA-2B

B C1.1

C1.1

A

H 3

NID

UNIT L AFNY 2-3RD FLS

4"

3'-5"

LR/DR/SA 12'-1" X 16'-9"

BA-2

B

NID

4'-2"

A

C1.1

D1.1

LR/DR/SA 12'-2" X 23'-6"

AP AP

4'-11"

0 BR

1 BR

9'-2 1/2"

LR/DR/SA 12'-1" X 19'-7"

9 12.04.19 11 03.13.20

Issue DOB 100% 100% HPD DOB RESP 80% C 95% C

C0.1

4'-8"

A

452 397SF SF 1'-10"

3'-8"

J

5'-0"

K OR CE "W A 30 URF S

KL-1

2'-3 1/2"

10'-0"

Rev

D0.1 O

B

F0.1

D1 D0.2

Date 06.26.19 06.28.19 09.20.19 11.19.19 11.26.19

4"

H 3

5'-9 1/2"

8'-0"

B

4"

BR #1 11'-5" X 11'-6"

TX 10 10"x6"

W

SA 1 7'-0" X 7'-0" A-329.00

D4

BA-1

C1.1 7 14" x 30"

5"

152 ?

2'-2" O 4" H 3

10 1/4"

11'-5 1/4"

1'-7"

H2.3

3'-1"

1'-9 1/8" 2 1/2"

2'-1"

5'-0"

2'-10"

KX 6 8"x6"

No 1 2 6 7 8

A-522.00

KL-7A

LR/DR 15'-6" X 10'-5"

M 0 BR

C1.1

K OR CE "W A 30 URF S

NID NID

3'-9"

5

C0.3

426 SF

TX TX 1 7B 18"x16" 4"x16"

10"

D0.2

2'-1"

15'-7 3/8"

W/D 4'-11"

TV

8'-3 1/4"

H2.3 6 1/2"

D2.2

C2

2'-0"

4" SEISMIC GAP

3'-5"

MC-1 KX 4 6"x8"

KX 5 6"x8"

D3

UNIT L TERRACE 8'-0" 99 SF

W4a

F0.2

H K O 3

5'-7"

6" 10" 2'-8" 4"

4'-7"

2'-8 1/2"

D2.2

6 1/2"

6 1/2"

6 1/2" 2'-5"

C0.3

C1.1

W

4" 11'-1 1/2"

3'-8"

A-522.00

W/D

BA-1A

C2

3'-8"

3'-5"

W5b

151 28" x 14"

A

KG-1A

2'-10"

5"

6 14" x 28"

4'-5"

MC-1

W/D

3'-5"

D2.2

7'-10"

C2.1

D2.2

C0.3

B

W/D

4'-2"

W

D1.1

1'-5"

11'-4 1/2"

F0.2

4"

KG-1

D1.1 4" D1

4'-11"

0 BR AFNY 2-4TH FLS

3'-4"

C1.1

5'-5 1/4"

9'-2" 5" 11'-10 1/4"

W

6"

0"

H K O 3

NID

4"

4'-0"

2'-1" KX 3A 6"x9"

KX 3B 6"x9"

H 3

4"

5'-9"

B

MC-1

TX 7A 6"x12"

450 SF

C1.1

AP

K OR CE "W A 30 URF S

10'-7 1/2"

LR/DR/SA 11'-8" X 23'-9"

D1.1

5'-9"

H

0 BR AFNY 2-8TH FLS

8 14" x 34"

2'-0"

BIKES 58 SF E3

1'-7"

4'-11"

AP

D1.1

13'-5 3/16"

3'-8"

14'-1 11/16"

BR #2 11'-7" X 11'-6"

D0.1

3'-8"

3'-7 3/4" 12'-5 1/4"

G 451 SF

4'-7"

LOT 8 EXISIITNG. 4 FLOORS

D1.1

A 8"

5'-0"

3'-5"

4"

9'-0"

1'-8"

UNIT M TERRACE 4'-2" 158 SF

8'-0"

3'-8"

150 24" x 14"

@ 15 SF PER BIKE= 4 BIKES

KX 1 20"x12"

5 24" x 14"

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

7" 6'-3"

BA-1

A

H 3

4"

49'-8" 3'-8"

15

F0.2

6 1/2"

BA-1

2'-8" 10"

D1

3'-0"

K O

2'-1"

KL-1

5"

C3

C1.1

MC-1

K OR CE "W A 30 URF S

W

3'-0"

12'-0"

W4a

CV 2 20"x18"

14'-6 1/2"

8"

W/D

12'-0"

25'-6 3/4"

C1.1

4'-11"

D1.1

BR #1 10'-6" X 11'-10"

8'-8"

D2.2

C0.1

4"

2'-1"

11'-0 1/2"

F0.2

C1.1

BA-1

B

KL-1

2 BR

D0.1

H2.1

5'-0"

8'-7"

TX TX 6A 6B 8"x8" 8"x8"

C0.3 4'-0"

D0.1

D1.1 3'-10 31/32"

10'-4"

2'-1" 9 1/4" 7'-0 3/4" 4"

C3

3'-5 1/2"

3 H K O

4"

5"

7'-1 1/2"

6 1/2"

MECHANICAL CLOSET

K OR CE "W A 30 URF S KX 2 4"x18"

4'-11"

5"

C3

3'-1 1/2"

2'-8"

5'-0" 4"

4"

3'-10"

6'-4"

MC-1

2'-11"

112 14" x 24"

IH 2-4TH FLS AFNY 2-8TH FLS

LR/DR 12'-1" X 18'-9"

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

H 3

3'-0"

7 1/4"

4'-4 3/4"

0 BR

W/D

D1.1

BA-1

KX 1 4"x12"

4"

456 SF

IH 2ND FL AFNY 2-8TH FLS

0 BR W

D1

NID 4"

460 SF D0.1

3'-5"

KL-1

9 16" x 30"

D0.1

3 H K O

O

4'-9"

E

4"

B 4"

2 A-522.00

OUTLINE OF COL. @ 3RD FL.

H 3

1'-8"

4'-11"

O.D. T.D.

UNIT N TERRACE 119 SF

F0.2

4'-4"

4'-9"

15

LR/DR/SA 20'-11" X 11'-10"

4 ?

F

D1

2'-0"

B

O

3'0"x 7'-6"

A AP AP 1'-7"

4'-11"

B

MC-1 K OR CE "W A 30 URF S

D0.1

3O H

3 14" x 28"

TX 1 18"x18"

4"

NID

25'-6 3/4"

4"

D3

873 SF

4"

D0.1

5'-5"

A

1'-8"

D0.1

H K O 3

3 H K O

4"

C

3'-10"

3'-7"

D1

4"

C4 D2.2

C1.1

BA-1A

B 3'-3"

2'-0"

D0.1

C0.1

30'-5 1/4" 12'-0 3/4"

H 3

2'-8"

D1

2'-1 1/2"

B

3'-9 1/4"

TX 3

C1.1 6"x12"

W3a

MC-1

KX TX 9 11 9"x8" 8"x8"

8"

3'-5"

C0.1

1' - 5"

1' - 4"

KS-2

D0.2

NID

W

109 14" x 24"

A-521.00

4"

D2.2

H 3

5'-7 5/8"

D 0 BR

W W/D 3'-11"

TX TX 4 5 11"x6" 11"x6"

3'-8 3/8"

463 SF

5"

BA-2A

4'-3 3/4"

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

8"

K OR CE "W A 30 URF S

7 1/4"

TX 2 10"x6"

C1.1

3'-8 1/4"

3'-8"

MC-1

WIC

C1.1

4'-11"

10 14" x 30"

AP

5'-2"

AP OUTLINE OF COL. @ 3RD FL. C1.1 F0.2 11'-2 9/16"

7'-1 1/2"

C4

A

H 3

1'-10"

C3

4"

D1

10'-0"

EF 2 12"x12"

29'-7 1/4"

C4

8'-2 1/2"

M

D2.2

5'-9"

4"

D0.1

12'-9 3/4"

6

18'-6 3/4"

5 1/4"

H 3

6'-0"

H2.3

6'-1 1/2"

11 1/2"

D2.2

W/D 2'-8"

2'-5"

2'-0"

6'-6 1/2"

A 1'-7 7/8"

W 5'-9 1/2" D2.2

6 1/2"

10"

D0.1

BA-1

6'-4"

3'-11 1/2"

4"

O

11'-1"

D0.1

3'-2 1/2"

3 H

111 ?

B

D2.2

4 1/2"

1'-4"

D2.2

G14 8"ø

D1.1

7'-6"

D0.1

2 1/2"

5'-1"

1'-11 1/2"

RX 1 8"x8"

3'-3"

C0.1

6 1/2"

3'-8 1/4"

2'-0"

10'-9"

3'-3 3/4"

3 H K O

5"

E2

KX 1 18"x18"

11"

BR #1 13'-7" X 9'-2"

482 SF

3'-1"

6 1/2"

H2.3

M

D2.2

5'-4 1/2"

W/D 2'-8"

4"

AP

C4

2'-1"

F0.2

12'-4 1/2"

3'-7"

2'-10"

4" 3'-5"

BR #1 12'-8" X 11'-2"

8'-4" 4'-11"

2 1/2"

1'-4"

4'-5 1/2"

C0.1

3'-8"

B

3'-5"

4'-2"

SCWS 12"ø

PWM 4 4"ø

MECH 170 SF

NID

11'-5 3/4"

9'-1 1/4"

4'-11"

MECH 189 SF

D4 D0.1

AFNY 2-8TH FLS

103 12" x 36"

6 1/2"

A

1 BR

G15 4"ø

W2a

3"

9 1/2"

12'-9 3/4"

KX 7 6"x8"

0 BR

F0.2 2 1/2"

2'-4"

KS-1A

N

A

2'-5 1/2"

6 1/2" 4'-11"

8'-4"

KS-1

588 SF

LR/DR 23'-8" X 11'-11"

3'-8"

NID

K OR E " W AC 30 RF SU

CV 2 20"x38"

UNIT P TERRACE 152 SF

K OR CE "W A 30 URF S

73'-4"

1'-6"

23'-8 1/4"

B

11'-10 1/2"

3'-5"

E0.2

3'-8"

CORRIDOR 826 SF

D3

AP

11'-7 3/4"

3'-0" 3 H K O

5"

O

D3

B

D2.2

9'-9 1/4"

8'-4"

W/D

W/D

110 14" x 24"

LR/DR 20'-2" X 9'-11"

1'-8"

6 1/2" 4'-2"

3'-9" 3'-8"

3RD AVENUE

F0.1

W11b

W

PE-1 3000# @ 700 F.P.M

H2.3

K OR CE "W A 30 URF S

12 14" x 28"

W11b

0 BR

C2.1

101 14" x 24"

D0.1

D2.2

P 597 SF

4'-2"

CV 1 28"x13"

14'-1 11/16"

4'-7"

11'-9"

K OR CE "W A 30 URF S

H2.3

A

D2.2

W11b

PE-2 3000# @ 700 F.P.M

FIRE SERVICE ACCESS ELEVATOR

D2.2

H2.3

3 H K O

13'-2 1/4"

A-522.00

W1b

5'-3 1/2"

F0.2

H2.3

B

6 1/2"

1'-8"

SE/PE-3 3000# @ 700 F.P.M

PRIVATE HALL 7'-0" X 8'-6"

D2.2

9

AP

4'-6"

C0.1

C0.3

1 BR

A-521.00

F

1'-6 1/2"

26'-6"

2'-5"

10'-11"

6"

H2.3

9

4'-7"

K OR CE "W A 30 URF S

23'-5 3/4"

20'-8 3/4"

LR/DR 18'-8" X 11'-0"

D2.2

A-521.00

8'-2"

11"

STAIR A

H2.3

A 6'-5"

3'-5"

3'-5"

22'-4 3/4"

D2.2 2 1/2"

7'-0" D0.2 *PRIVATE HALL 59 SF < (10% (697 SF) = 69.7) (COMPLIES WITH BC 28.2-1202.1, EXCEPTION 5)

KS-1

W12b

A-311.00

STAIR B

DN

3'-0"

2 28" x 14"

4"

BA-1

UP

F

2'-0"

8"

3'-11 1/2"

KL-2

6'-3 1/2"

C2.1

A-580.00

D2.2

D0.1

D1

2'-1"

A

5

E4

1

C0.1

8'-0"

4'-7 1/2"

TX KX 12 8 8"x8" 6"x8"

ELECTRIC CLOSET

4'-8"

EF 1 13"x6"

697 SF

A-521.00

3'-9"

UP

4'-7"

S

5'-3"

TX 1 4"x16"

3'-10"

4"

A-310.00

2

3'-0"

2'-6 1/4" 4"

3'-11"

9 1/2"

B

8'-5 3/4"

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

7'-11 1/2"

B

14'-5 3/4"

D0.1

3

4"

4"

W11b

H 3

10

A-326.00

4'-0 1/2"

2'-5"

8'-4"

O

W

3'-9"

W/D 2'-8"

BR #1 11'-3" X 10'-5"

F0.2

BA-2

7'-11 1/2" D0.1

5'-9"

WIC

F0.2

13 30" x 14"

3'-4"

C4

3'-6"

4'-1 5/8"

3'-5"

100 14" x 24"

A-521.00

1

3'-11 1/2"

REFUSE ROOM

C0.3

2'-4"

3'-1"

1 30" x 16"

4'-11"

6'-4 109/128"

64'-3 1/2"

1 A-332.00

A-325.00

88'-7"

LOT 4 EXISTING. 5 FLOORS

59'-7 51/256"

11 A-520.00

2'-3 3/4"

1 A-325.00 2

8'-0"

1 A-324.00

43'-2"

A-301.00

1 A-323.00

3'-5"

12 A-522.00

2'-3 1/4"

1 A-322.00

8 1/2"

1 A-311.00 100'-0"

2'-8"

1 A-321.00

1'-0"

4 A-328.00

8'-2 1/2"

7" 2" SEISMIC GAP EXTG. PARTY WALL

A-310.00 1 A-327.00

LR/DR 12'-5" X 18'-2"

D1.1

D0.1

6'-10"

12'-1 1/4"

3 1/2"

10'-6"

4"

11'-6 1/2"

5"

12'-1"

12'-2"

5"

12'-3"

5"

12'-1 1/2"

5"

11'-4"

5"

12'-5 1/2"

5"

11'-6 1/2"

4"

2'-0"

4"

11'-2"

5"

104 24" x 14"

W10b

105 24" x 14"

106 24" x 14"

D0.2

157 24" x 14"

108 24" x 14"

107 24" x 14"

2"

3'-3"

C3

W9b

4 A-522.00

2'-11" 2"

3'-5" 9'-10"

W7b 5'-3"

3'-4" 3'-8"

8'-8"

W7b 5'-3"

3'-5" 3'-8"

W7b 5'-3"

3'-5" 8'-8"

3'-8"

8'-8"

sers\scatania\Documents\509 Third Ave_TOWER_scatania.rvt

1

3'-8"

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"

W8b

W7b 5'-11"

3'-5"

9'-4"

3'-8"

9'-4"

3'-8"

1 A-320.00

SEC 504/UFAS MOBILITY IMPAIRED UNIT @ 2ND FLOOR

W6b

W7b 5'-3"

3'-5"

3'-5"

8'-8"

4'-5"

3'-5"

5'-3" 3'-8"

100'-0"

A-521.00

SEC 504/UFAS VISUAL / HEARING IMPAIRED UNIT @ 2ND FLOOR

W7b 5'-3"

3'-5"

8'-8"

3'-8"

3'-5" 7'-10"

3'-8" 4" SEISMIC GAP

50'-0"

EAST 34TH STREET

SEC 504/UFAS MOBILITY IMPAIRED UNIT @ 2ND FLOOR

1 A-330.00

C1-9/R-10

CLIENT

LOT 8

C1-9A/R-10A

THIRD AND THIRTY FO 1999 Marcus Avenue, suite Lake Success, NY 11042

381 Park Avenue South, Su New York, NY 10016

1 A-331.00

PROJECT 509 3rd Avenue New York, NY 10016 TELE/DATA TYPE SYMBOLS WALL MOUNTED TELE/DATA RECEPTACLE

WALL MOUNTED DATA RECEPTACLE FLOOR MOUNTED TELE/DATA RECEPTACLE NID

NID BOX WITH ONE DUPLEX RECEPTACLE

NOTE : ALL RECEPTACLE BOXES LOCATED ON

RECEPTACLE TYPE SYMBOLS

LIGHTING CONTROL ZONES H

WALL MOUNTED RECEPTACLE WALL MOUNTED SWITCHED RECEPTACLE

K

WALL MOUNTED APPLIANCE RECEPTACLE

O

WALL MOUNTED QUAD RECEPTACLE WALL MOUNTED DUPLEX - GROUND

J T

HALLWAY KITCHEN LIGHTS SWITCHED OUTLET DINING AREA - JUNCTION BOX THERMOSTAT

BIKES

DISTRICT C1-9A

CORE

UNIT

C1-9

CORRIDOR CORRIDOR

C1-9 C1-9A

MECH

C1-9

RESIDENTIAL RESIDENTIAL

C1-9 C1-9A

AREA 58 SF 58 SF 597 SF 597 SF 826 SF 218 SF 1,044 SF 359 SF 359 SF 5,574 SF 2,091 SF

TITLE 2ND FLOOR PLAN

SCALE: As indicated DATE:


WSP USA

Structural Engineer

One Penn Plaza, 250 W 34t New York, NY 10119

EL LEYVA T E C T S,

(212) 687-9888 - TEL

P. C.

MEP Engineer MEP FP Engineer

217-22 Nothern Boulevard Bayside, New York, NY 113 (718) 224-9091 - TEL (718) 224-9143 - FAX

h St, 2nd Fl. 2 A-310.00 2

361

2

3

2

A-327.00

A-328.00

A-321.00

2

1

2

2

A-311.00

A-322.00

A-323.00

A-301.00

3

A-324.00

5

A-325.00

A-253.00

100'-0"

10'-0"

75'-7" 4'-0"

4'-0"

4'-0"

4'-1"

3'-11"

4'-0"

4'-0"

7'-6"

4'-0"

4'-0"

4'-0"

4'-0"

4'-0"

4'-0"

3'-11"

3'-5"

14'-5"

4'-1"

2 1/2"

3'-2 1/4"

DN

D2.2

F

STAIR A 5'-7"

KS-1B

2 1/2"

1'-4"

20'-2 3/4"

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

ROOF OF OVER 8TH FLOOR

6"

12'-8"

29' - 6 3/4"

9 1/4"

11 1/4"

EQ

8'-9 1/16"

9 12.04.19 11 03.13.20

11 1/4"

4'-0 1/16"

BA-1C

B

8'-2 1/2"

W

EQ 6"

41'-0"

8'-10 1/2"

10 1/4"

BA-3 154 24" x 14"

TX 18A 6"x12"

EQ

B

TX 18B 6"x12"

1'-2" 8'-1"

EQ

12'-1 1/4"

TX 17 6"x12"

BA-4

6'-3 1/2"

8'-2 15/16"

2'-1"

KU-1

B B

2'-0"

3'-3"

4"

D1

NOTES: 4'-5"

11 1/4"

D1

4"

12'-4 3/16"

EQ

LINE OF BUILDING ABOVE @ 15TH FL.

BR #1 12'-0" X 12'-3"

10 1/4"

12'-1"

157 24" x 14"

W19 3'-2"

156 24" x 14"

EQ

4"

10'-6 3/4"

10 1/4"

10 1/4" 10 1/4"

4"

2

2

A-330.00

A-331.00

C:\Users\scatania\Documents\509 Third Ave_TOWER_scatania.rvt

310

uite 621

3'-8"

W7 5'-3"

3'-5"

8'-8"

3'-8"

4'-5"

3'-5" 11'-4"

W20 3'-6" 4" SEISMIC JT.

2"

36'-2"

CLIENT

THIRD AND THIRTY FO

EAST 34TH STREET

C1-9/R-10

C1-9A/R-10A

1999 Marcus Avenue, suite Lake Success, NY 11042

LOT 8

381 Park Avenue South, Su New York, NY 10016

PROJECT 509 3rd Avenue New York, NY 10016 TELE/DATA TYPE SYMBOLS

RECEPTACLE TYPE SYMBOLS

WALL MOUNTED TELE/DATA RECEPTACLE

H

WALL MOUNTED SWITCHED RECEPTACLE

WALL MOUNTED DATA RECEPTACLE FLOOR MOUNTED TELE/DATA RECEPTACLE

K

WALL MOUNTED APPLIANCE RECEPTACLE

NID BOX WITH ONE DUPLEX RECEPTACLE

NID

LIGHTING CONTROL ZONES

WALL MOUNTED RECEPTACLE

O

WALL MOUNTED QUAD RECEPTACLE

C1-9/R-10 C1-9A/R-10A 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

J T

HALLWAY KITCHEN LIGHTS

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

SWITCHED OUTLET

SF 65 SF 65 SF 636 SF 636 SF 519 SF 125 SF 645 SF 2,548 SF 2,042 SF 4,589 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

Comments

TITLE 9TH FLOOR PLAN

Count

SCALE: As indicated DATE: PROJECT #: 18.126

ISMAE

FLOOR MOUNTED RECEPTACLE

P. C.

A R C H I

LOT 8

FLOOR MOUNTED SWITCHED RECEPTACLE

3/18/2020 1:00:05 PM

PLAN

3'-5"

8'-6"

2"

2 A-320.00

EL LEYVA T E C T S,

W21 5'-1"

13'-6"

113'-6"

OUR LLC

2"

2"

1'-1 1/4"

3'-8"

4"

O K H 3

BR #2 10'-7" X 11'-2" 4"

11'-1 3/4"

W22a

O H

4" 3'-5" 6'-5"

UNIT E TERRACE 135 SF

4"

10'-5"

11 1/4"

LR/DR 11'-1" X 19'-10" 3'-8"

10 1/4"

B1 4'-3 3/4"

4" O

D3

13'-6"

9'-10"

10'-0"

21'-5 15/16"

5'-6"

3'-5"

O.D. T.D.

5'-11"

2'-0"

8'-11"

155 24" x 22"

2"

W23 6'-3" 9'-8"

100'-0"

47'-8"

8"

2'-1"

EQ

4"

D1 3'-7 3/4"

EQ

D1 3'-4 1/4" 4"

4"

W/D

D1.1

LINE OF COLUMN ABOVE

2"

Issue DOB 100% 100% HPD DOB RESP 80% C 95% C

4"

O

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

2'-0"

4'-7 15/16"

1'-0"

1'-2"

3 K H

K OR CE "W A 30 URF S

4"

W24

19'-1"

ROOF OF 8TH FLOOR

2 1/2"

B1

4"

5'-1" 2'-3 1/16"

KS-2

K OR CE "W A 30 URF S

24" DW

4"

UNIT D TERRACE 150 SF

Rev

EQ

LR/DR 11'-1" X 16'-6"

3'-8"

Date 06.26.19 06.28.19 09.20.19 11.19.19 11.26.19

4"

3'-5"

9'-4"

4"

153 12" x 28"

B

3'-6"

4"

11'-1 1/4"

16'-5 3/4"

2'-5 1/4"

D1.1

W/D 2'-4"

5" 3'-9 1/2"

4"

C2

2 BR AFNY 9-14TH FLS

3'-7"

4"

2'-6 1/2"

W 7 ?

1'-10"

O.D. T.D.

UNIT C TERRACE 431 SF

BR #1 11'-4" X 12'-6"

9 1/4"

2'-6"

C4

4"

O

3 O H

5'-11 1/16" 3 H

1'-8"

E

4'-0 15/32"

4'-10"

A

D

2 BR

40'-0"

10'-0"

C1.1

967 SF

W25a 3'-5" 3'-8"

5"

5'-5 1/4"

2 1/2" 1'-2" 2 1/2"

F 754 SF

2'-8"1'-7 1/32"

9'-8 3/4"

9'-5"

W26 4'-0"

8'-0"

11 1/4"

11'-4 1/4"

12'-7 5/16"

10'-7" 6 1/2"

2'-1"

3 1/4"

152 ? 9'-10 1/2"

3 1/8"

4'-0" 3'-8"

5'-0"

1 BR

1

4'-7"

11'-6"

BR #2 9'-0" X 9'-7"

OUTLINE OF COL. @ 10TH

6 1/2"

A

17'-5 1/8"

3'-5"

LINE OF COL. ABOVE 5"

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

D2

D2.2

C2 D1 2'-0"

LR/DR 11'-4" X 18'-8"

1'-5"

A

583 SF 321

BR #1 11'-3" X 9'-9"

No 1 2 6 7 8

3'-2"

11 1/4"

11 1/4" 6 1/2" 4'-0 1/4" 2'-0" 2'-6"

4'-6" 5"

D1.1

4"

W19

8'-11 1/2" 4"

8"

5"

D2 4'-2 1/4"

4"

A-522.00

2"

D2.2

6 129/256" 3'-9"

10'-6 255/256"

17'-5 3/4"

O

LINE OF COLUMN ABOVE 9'-7"

4"

3'-7"

C2.1

24" DW

KS-3

1'-5"

3'-0"

6 14" x 28"

C2

SA 8'-11" X 9'-10"

2'-11"

2"

W27a 3'-6"

W

3'-5"

W18

151 28" x 14"

11'-3 1/2"

D2.2

2"

11'-7" 4'-7"

6 1/2"

O K

5'-2 1/2"

2'-8"

BA-1

6'-4"

4"

B

B

D1

W/D

2'-10 1/2"

3'-6"

10'-8 3/4"

W28

10'-0"

12'-0 1/2"

3'-8"

W5

10'-7"

4'-6" 4'-6"

1'-2"

K OR CE "W A 30 URF S

3'-5"

8 30" x 29" 11 1/4"

BIKES 65 SF

3'-5"

W4

2"

3'-8" 2'-11" 8'-11" 6'-0"

4'-6 3/4"

4'-5 1/2"

D2.2

C2.1

5 24" x 14"

6 1/2"

BA-1

8'-2 1/2"

D1.1

TX 15 12"x6"

4'-2" 4'-7"

EQ

30'-6"

4'-0" 4'-0"

BA-1

O

1'-1" 6 1/2"

3 3/4"

C2.1

F0.2

O

LR/DR 10'-11" X 14'-9"

3'-5"

10'-10"

11 1/4" 1'-6 1/2"

8"

3'-8"

45.0 0°

O.D. T.D.

5"

F0.2

11"

D1

0 BR

H2.3

W/D

8'-2 1/2"

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

C

1'-11"

8'-0"

30'-0"

UNIT B TERRACE 424 SF

O.D. T.D.

1" 4"

5'-0"

473 SF

TX 16 12"x6"

D1.1

6'-4"

4" 9'-3 1/2"

3'-5"

3'-8"

9'-6"

3'-11"

5'-6"

14'-6" 2"

1'-6 1/2"

KL-5*

C2.1

8"

9 ?

2"

3'-5"

W4 4'-7"

3'-8 1/2"

4'-1"

W17

D2.2 A

H K O

K OR CE "W A 30 URF S

11 1/4"

OUTLINE OF COL. @ 10TH FL. 12'-0 1/2" LINE OF COLUMN ABOVE

7'-0"

2'-11"

4 36 1/2" x 14"

D2.2

B

C3

4"

26'-0"

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

C2.1

KX 9 6"x12"

7"

2'-0"

10 ?

14'-5"

3'-8 1/2"

11 1/4"

D2.2

SCWS 12"ø

3'-0 1/2"

10'-0"

13'-0 1/4" OUTLINE OF COL. @ 10TH FL.

150 24" x 14"

E2

C2.1

BR #1 12'-0" X 10'-1"

1'-1" 4"

14'-11 1/4"

W29a 5'-7"

2

4"

A-333.00

8'-0" 3'-5"

CV 2 15"x19"

D2.2

1'-8 1/2"

6 A-522.00

W30

A-311.00

W16 D2

2'-1" 6 1/2"

3

SEC 504/UFAS MOBILITY IMPAIRED UNIT @ 9TH FLOOR

18'-8"

10'-0"

2 1/2" 10" 10 1/2"

4'-2" 6 1/2"

C3

G14 8"ø 3'-1 1/2"

7'-9 11/16"

11'-0"

LR/DR 14'-11" X 17'-1"

11 1/4"

3'-6"

B1

C0.1

C0.1

D0.1

3 H

O.D. T.D.

49'-8"

BR #1 13'-0" X 10'-0"

C

C2.1

10'-10" 3'-5"

10'-0"

O.D. T.D.

W15

3 14" x 24"

C0.1

D0.2

F0.2

8'-2 1/2"

O

3'-5 1/2"

11 16" x 30"

3'-8"

2 1/2"

6'-3" 20'-0"

2'-6"

2'-11"

3'-8"

4"

B

NID

3'-2 5/16"

O K

3'-4"

3'-11"

W31

11 1/4"

2'-11" 6'-3"

D3

5'-4"

3'-11 1/4"

2"

3'-4"

W/D W

1 BR

6 1/2"

K OR CE "W A 30 URF S

W32

2"

11 1/4"

G15 4"ø

9'-10 1/4"

7'-2 3/4"

4'-4"

17'-0 3/4"

BA-1

4"

B 674 SF

9'-10"

4'-0 1/4"

2'-1"

C1.1

B1 NID

D2.2

6'-4"

3' - 7 1/4"

KL-4 8"

15'-5 3/4"

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

3 H

3' - 7 1/2"

F0.2

2 1/2"

2 1/2" 10"

A

2'-1" 6"

12'-10 3/4"

2'-11 1/2"

14'-11 3/4"

3 O K H

4'-7" 3'-5"

OUTLINE OF COL. @ 11TH FL.

12 20" Ø

W33a

LINE OF SHEAR WALL BELOW

C0.1

8'-2 1/2"

AP

1 BR C2

T.O.S. EL + 113' - 8" D2.2

7 1/4"

G 528 SF

11 1/4"

A

A 1 BR

B 6'-7 1/2"

6"

FIRE SERVICE ACCESS ELEVATOR

611 SF

LR/DR 18'-5" X 12'-11"

6 1/2"

4'-2"

A

KS-1

2

W/D

PE-1 3000# @ 700 F.P.M

6'-4"

PE-2 3000# @ 700 28'-6 1/2" F.P.M

SE/PE-3 3000# @ 700 F.P.M

4'-10 1/2"

5'-2"

2'-1"

3'-8"

1'-9"

3 H

2'-6"

NID

3'-0 15/16"

D3 0"

3'-11"

UNIT G TERRACE 440 SF

3 HK O

1'-9 3/4"

H2.3

C1

2'-11"

1'-7"

AP

O.D. T.D.

12'-6"

13'-3 3/4"

W14a

C2.1

17'-0"

4"

5'-11"

K OR CE "W A 30 URF S

A-310.00

73'-8"

2 20" Ø

LR/DR 12'-7" X 12'-4"

7'-6"

3'-8"

4"

C0.1

2'-0"

1'-6"

8"

32'-7"

3 H

C3 F0.2

4'-6"

UP

4'-11"

H2.3

W/D

W

4'-5"

C1

2'-7 3/4"

11 1/4"

UNIT A TERRACE 582 SF

MECH

1

STAIR B

3'-4" 6"

1'-4"

E4

A-580.00

H2.3 F

4'-10 1/2"

B

4"

4'-7"

13 14" x 30"

14

A-326.00

4'-9" UP

3'-4"

D2.2

6'-4"

12'-8" DN

O

3'-5"

12'-7"

5'-9"

EF 1 13"x9"

H2.3

D2.2

A-521.00

3

6"

6 1/2" 4"

2'-10"

4'-7"

12'-0"

F0.2

BA-1

D0.1

B

A-332.00

2'-6"

H2.3

S

12'-3 3/4"

6"

3'-9"

REFUSE ROOM

11"

5'-2 1/2"

3'-9"

9 1/2" 2 1/2"

4'-7"

3'-8 1/2"

11 1/4"

1'-2"

1'-8"

2"

5" 3'-8"

5'-2 1/4"

BR #1 10'-1" X 12'-0"

K OR CE "W A 30 URF S

1 30" x 14"

2

3RD AVENUE

4'-0"

W13

W34

10'-1"

e Initial Filing Set % SD Issue % DD Issue FILING SET 2 Initial Filing Set (OBJ. P.) CD Issue dation Permit Set CD SET

4'-0"

TX 13 6"x12"

5"

5" SEISMIC JT.

67'-11" 4'-0"

2"

WSP USA

Structural Engineer

One Penn Plaza, 250 W 34t New York, NY 10119

h St, 2nd Fl.

(212) 687-9888 - TEL

MEP Engineer MEP FP Engineer

A-201.00

217-22 Nothern Boulevard Bayside, New York, NY 113 (718) 224-9091 - TEL (718) 224-9143 - FAX

361

2 A-301.00

3

2

A-327.00

A-328.00

4

3

A-322.00

4

A-323.00

A-325.00

75'-7" 4'-0"

4'-0"

4'-0"

4'-0"

4'-0"

4'-0"

4'-0"

4'-0"

2"

7'-6"

4'-0"

4'-0"

4'-0"

4'-0"

4'-0"

4'-0"

4'-0"

4'-0"

3'-11"

3'-5"

4'-1"

TX 13 8"x14"

W13

20'-6 3/4"

6"

6 1/2"

10"

30'-6"

14'-5" 7'-0"

2'-11"

No 1 2 6 7 8

3'-8 1/2"

4'-1"

3'-8" 5'-3"

W45

1'-8 1/2"

24'-1"

O H

6 14" x 24"

F0.2

D0.1 4"

D0.1 4"

4"

13'-1 1/2"

D0.1

12'-9 9/32"

3'-5" 11'-6"

4'-7"

4'-0" 3'-8"

10'-10 3/4"

C5

D0.1 4"

D0.1

5'-4 1/2" WIC

BR #1 12'-9" X 10'-11" W46

4"

7 16" Ø

D0.1

3'-6" 10 1/4"

W48

W27 3'-6"

6'-4"

2'-5 1/2"

3'-6" 2"

8 24" x 14"

12

W47

A-521.00

4'-0"

8'-0" 40'-0"

2"

1'-1"

OUTLINE OF COL. @ 28TH FL.

4"

5'-11 1/4"

C0.1 W28

3'-8"

H O

B

BA-1

A-411.00

2"

4'-5"

B 3'-8"

3'-5" 11'-4"

3'-8"

D0.1

11'-10 23/32"

OUTLINE OF COL. @ 28TH FL. 12'-0 1/32"

B

C0.1

LR/DR 11'-11" X 20'-9"

BR #2 11'-6 25/32" 11'-7" X 11'-0"

3'-8"

C5

9 12.04.19 11 03.13.20

Issue DOB 100% 100% HPD DOB RESP 80% C 95% C

2'-11"

3'-7 1/2"

BA-1 6'-4"

5 24" x 14"

OUTLINE OF COL. @ 28TH FL.

Rev

D0.1 4"

3 29/32"

C0.1

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

4'-6 19/32"

4"

8'-4 1/2"

WIC 4'-6"

4"

11'-10 15/32"

4"

Date 06.26.19 06.28.19 09.20.19 11.19.19 11.26.19

2'-4"

7"

4 24" x 14" D0.1

4'-11"

B

30'-0"

3'-5"

8'-11"

3'-8 1/2"

OUTLINE OF COL. @ 28TH FL.

F0.2 1'-5"

2 BR

5"

F0.2 9 24" x 14"

11'-0" 11'-0" 10'-10"

3'-4" 3'-5"

D1.1

D0.1

KL-6

C

3'-5"

10'-1" 3'-8"

6'-4"

W16

11 1/4"

11'-4 25/32"

TX 19 12"x6"

983 SF

8'-0"

4'-0"

4"

1'-5 15/32"

10'-11 1/2"

5'-4"

7'-8 1/2" 7 1/2"

3'-10 1/2"

C4 2'-6" 4"

O K H 3

4'-7" 3'-8"

O

5'-2"

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

W4 5'-6"

7"

W

9'-5 1/4"

11 1/4" 3'-5" 14'-6"

BR #1 12'-10" X 11'-0"

D0.1 D1.1 5'-0"

W17 W/D

BR #1 12'-3" X 10'-1"

D0.1

3 14" x 24"

G15 4"ø

4"

20'-9 1/4"

5'-7"

C0.1

F0.2

D0.1

12'-2 1/4"

W29 2"

3'-8"

6" 11 1/4"

3'-6"

F0.2

D0.2 CV 3 20"x15"

D1.1

10 24" x 14"

2" 2"

C3 4"

8"

2'-0"

W15

B1 NID

10 1/4"

11 1/4"

4"

D0.1

3'-11"

G14 8"ø

14'-8 3/4"

9"

D2

9'-2 1/4"

AP

H

D0.2

2'-8"

B

3'-5 1/4" 2'-9 1/2"

TX 14 14"x8"

LR/DR 14'-9" X 15'-0"

11 1/4"

2'-10"

7'-11 3/4"

11'-0"

3'-5"

10'-10"

B

B 7 1/4"

K OR CE "W A 30 URF S

W30

1 BR

A

1'-9 3/4"

7 1/4"

O

C3

D0.1

20'-0"

4

8'-2 1/2"

3 H K O

527 SF 6'-4"

1'-1"

6 1/2"

4'-9"

4"

H 3

6 A-522.00

11 14" x 28"

3'-8"

C0.3

10" 7 1/4"

D0.2

4"

6'-4"

8'-2 1/2"

6'-2 1/2"

1 BR

O K

3'-11"

2'-11" 6'-3"

SCWS 12"ø

F0.2

613 SF

BA-1

9'-7 1/2"

4'-6"

K OR CE "W A 30 URF S

W31 3'-4" 3'-8"

KL-4

C2.1

A

B 16'-11"

12 16" Ø

2'-11"

7 1/2"

10"

3 H

D1.1

5"

2" 2"

39'-0 1/2" F0.2

C0.1

4"

2 1/2"

3 O K H

2'-10 1/2"

12'-10 3/4"

15'-0 193/256"

D2.2

17'-7 1/4"

6'-3"

D2.2

2 1/2"

C1

T.O.S. EL + 273' - 8" 6 1/2"

F0.2

W32

F0.2 1'-0"

1 1/2"

A

1 BR

W33

3'-4"

PE-1 3000# @ 700 F.P.M

FIRE SERVICE ACCESS ELEVATOR

629 SF

2"2"

PE-2 3000# @ 700 F.P.M

26'-6"

BA-1

SE/PE-3 3000# @ 700 F.P.M

6"

1'-9 3/4"

H2.3 2 1/2" 4'-10 1/2"

NID

18'-4 3/4"

D0.1

12'-0"

C0.1 D3 4" 2'-8" 2 1/2" 1'-0"

D

W/D

3 H

3'-7"

3'-4"

KS-1B

D2.2

2'-11"

F 1'-2 1/2"

6'-0"

5'-7"

10'-11 3/4"

DN

12'-8"

7'-6"

3'-8" 2'-10"

C1 1'-9"

AP

4'-7" 3'-5"

UP

4'-11"

9 1/4"

3'-8"

D0.1 4"

D0.1

KS-1

LR/DR 18'-5" X 12'-11"

3 12'-6"

3'-4"

C2.1

A

3RD AVENUE

6"

17'-0"

4" 5'-11"

K OR CE "W A 30 URF S

C0.1

A-326.00

STAIR B

H2.3 F

D2.2 W/D

C2

2'-1"

32'-7" 32'-5"

1'-6"

D0.1

3 H

C3

7 255/256"

2'-7 3/4"

2'-0"

F0.2

14 A-521.00

B

D0.1

13 14" x 24"

C1

4"

4'-7"

OUTLINE OF COL. @ 32ND FL.

e Initial Filing Set % SD Issue % DD Issue FILING SET 2 Initial Filing Set (OBJ. P.) CD Issue CD SET

4'-10 1/2"

LR/DR 12'-7" X 12'-4"

B D0.1

W14 2 16" Ø

E4

12'-3 3/4"

2'-4"

ELECTRIC CLOSET

6 1/2"

D2.2

1'-0 3/4"

6'-4"

UP

C2.1

O

4"

1'-0"

H2.3

EF 1 13"x16"

6 1/2"

S

F0.2

BA-1

D0.1

10'-1"

3'-5"

12'-7"

12'-0 1/2"

4'-7"

BR #1 10'-1" X 12'-0"

4'-9"

DN

STAIR A

H2.3 D2.2

W34

12'-8"

9 1/4"

5'-9"

4'-4 3/4"

6"

4'-9 1/2"

2'-6"

3'-9"

F0.2

6"

11"

2 1/2"

D0.1

5'-2 1/2" REFUSE ROOM

3'-9"

1'-1 1/2"

4'-7"

1 24" x 14"

K OR CE "W A 30 URF S

3'-8"

5"

2"

5" SEISMIC JT.

67'-11"

5'-11"

3'-8"

12'-10"

3'-5"

3'-6"

2"

5 A-412.00

NOTES:

3 A-331.00

310

uite 621

C:\Users\scatania\Documents\509 Third Ave_TOWER_scatania.rvt

CLIENT

OUR LLC

THIRD AND THIRTY FO

EAST 34TH STREET

C1-9/R-10

C1-9A/R-10A

LOT 8

1999 Marcus Avenue, suite Lake Success, NY 11042

381 Park Avenue South, Su New York, NY 10016

PROJECT 509 3rd Avenue New York, NY 10016 TELE/DATA TYPE SYMBOLS

RECEPTACLE TYPE SYMBOLS

WALL MOUNTED TELE/DATA RECEPTACLE

H

WALL MOUNTED SWITCHED RECEPTACLE

WALL MOUNTED DATA RECEPTACLE FLOOR MOUNTED TELE/DATA RECEPTACLE NID

K

WALL MOUNTED APPLIANCE RECEPTACLE

NID BOX WITH ONE DUPLEX RECEPTACLE

NOTE : ALL RECEPTACLE BOXES LOCATED ON OPPOSITE SIDES OF A PARTITION TO BE SEPARATED BY A DISTANCE OF 24”.

LIGHTING CONTROL ZONES

WALL MOUNTED RECEPTACLE

O

WALL MOUNTED QUAD RECEPTACLE

GFI

WALL MOUNTED DUPLEX - GROUND FAULT INTERRUPTING

J T

HALLWAY KITCHEN LIGHTS SWITCHED OUTLET DINING AREA - JUNCTION BOX THERMOSTAT

UNIT CORE CORRIDOR RESIDENTIAL GFA Apt Type 1 BR 2 BR Grand Total: 4

DISTRICT C1-9 C1-9 C1-9

AREA 637 SF 317 SF 2,749 SF 3,703 SF

TITLE 24TH - 31ST FLOOR

Count 3 1

SCALE: As indicated DATE: PROJECT #: 18.126


2 A-311.00

1 A-329.00

3

2

A-310.00

A-311.00

1 A-329.00

PROPERTY LINE

1 A-310.00

PROPERTY LINE

2 A-310.00

PROPERTY LINE

1 A-311.00

C1-9=R10

PROPERTY LINE

1 1 A-320.00 A-310.00 2

PROPERTY LINE

2

3

2

A-310.00

A-311.00

A-315.00

8.15' L = + 27.51'

PL = + 26.99'

PL = + 28.15'

24'-8" PL = + 27.51'

PL = + 28.97' PL = + 27.51' PL = + 26.32' PL = + 26.32'

PL = + 28.97' PL = + 25.92'

PL = + 25.17'

EXISTING BUILDING AT LOT 8

South Exterior Elevation SCALE:

1/16" = 1'-0"

PL = + 28.15' PL = + 26.32' PL = + 26.32'

15' - 0" 12' - 0"

12' - 0"

27' - 0"

15' - 0"

15' - 0" 27' - 0"

15' - 0"

12' - 0"

16' - 0"

16' - 0"

16' - 0"

16' - 0"

11' - 7 1/2"

11' - 7 1/2"

10' - 8"

10' - 8"

10' - 8"

128' - 11 1/2" 10'-8" @ LEVELS 24-34

10' - 8"

10' - 8"

128' - 11 1/2" 10'-8" @ LEVELS 24-34

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"

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"

10' - 8"

10' - 8"

10' - 8"

10' - 8"

64' - 0" 10'-8" @ LEVELS 16-21

10' - 8"

10' - 8" 10' - 8"

64' - 0" 10'-8" @ LEVELS 16-21

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"

10' - 8"

10' - 8"

10' - 8"

10' - 8"

10' - 8"

10' - 8"

10' - 8"

64' - 0" 10'-8" @ LEVELS 9-14

10' - 8"

10' - 8" 10' - 8"

64' - 0" 10'-8" @ LEVELS 9-14

10' - 8"

234.32' 10' - 8"

10' - 8"

10' - 8"

10' - 8"

10' - 8"

10' - 8"

10' - 8"

150' - 0"

9' - 6"

10' - 8"

10' - 8"

10' - 8"

10' - 8" 9' - 6"

150' - 0"

10' - 8"

150' - 0"

9' - 6"

9' - 6"

9' - 6"

9' - 6"

9' - 6"

PL = + 26.99'

85' - 0" TOWER MAX. BASE HT.

9' - 6" 9' - 6" 10' - 8"

10' - 8"

16' - 0"

BASE PLANE @ 28.68'

01 level 1 28' - 10"

16' - 0"

BASE PLANE @ 28.68'

16' - 0"

02 level 2 44' - 10"

16' - 0"

A-415.00

PL = + 26.99'

04 level 4 65' - 0"

03 level 3 55' - 6"

10' - 8" 16' - 0"

16' - 0"

1

05 level 5 74' - 6"

9' - 6"

58' - 2" 10'-8" @ LEVELS 2-7

85' - 0" TOWER MAX. BASE HT.

9' - 6" 9' - 6"

58' - 2" 10'-8" @ LEVELS 2-7

9' - 6"

9' - 6"

85' - 0" 9' - 6" TOWER9'MAX. - 6" BASE HT. 9' - 6"

9' - 6"

58' - 2" 10'-8" @ LEVELS 2-7

9' - 6" 10' - 8"

01 level 1 28' - 10"

12' - 0"

3' - 0" 12' - 0" 27' - 0" 12' - 0" 16' - 0" 16' - 0" 11' - 7 1/2" 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 16-21

10' - 8" 10' - 8" 10' - 8" 10' - 8"

64' - 0" 10'-8" @ LEVELS 9-14

10' - 8" 10' - 8" 10' - 8" 10' - 8"

148.99' 10' - 8"

9' - 6"

9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6"

24'-8"

PL = + 28.15' PL = + 25.17'

03 level 3 55' - 6"

02 level 2 44' - 10"

BASE PLANE @ 28.68'

01 level 1 28' - 10"

06 level 6 84' - 0"

04 level 4 65' - 0"

1

16' - 0"

A-415.00

PL = + 26.99'

PL = + 26.99'

18' - 9"

A-421.00

10' - 8"

10' - 8"

A-415.00 PL = + 28.97'

1

07 level 7 93' - 6"

05 level 5 74' - 6"

02 level 2 44' - 10"

16' - 0"

16' - 0"

PL = + 26.99'

1

08 level 8 103' - 0"

06 level 6 84' - 0"

03 level 3 55' - 6"

1 A-421.00

09 level 9 113' - 8"

07 level 7 93' - 6"

04 level 4 65' - 0"

02 level 2 44' - 10"

BASE PLANE @ 28.68'

10' - 8"

10' - 8" 10' - 8" 10' - 8"

10' - 8" 10' - 8"

234.32' 10' - 8" 10' - 8" 10' - 8" 10' - 8"

148.99'

9' - 6" 9' - 6" 9' - 6" 9' - 6" 9' - 6"

03 level 3 55' - 6"

1 A-421.00

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"

234.32' 10' - 8" 10' - 8" 10' - 8" 10' - 8"

148.99'

10' - 8"

150' - 0"

58' - 2" 10'-8" @ LEVELS 2-7

85' - 0" TOWER MAX. BASE HT.

04 level 4 65' - 0"

10 level 10 124' - 4"

08 level 8 103' - 0"

4" SEISMIC JT.

05 level 5 74' - 6"

18' - 9"

11 level 11 135' - 0"

09 level 9 113' - 8"

06 level 6 84' - 0"

05 level 5 74' - 6"

12 Level 12 145' - 8"

10 level 10 124' - 4"

07 level 7 93' - 6"

4" SEISMIC JT. 06 level 6 84' - 0"

18' - 9"

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 9-14

4" SEISMIC JT.

13 level 13 156' - 4"

11 level 11 135' - 0"

08 level 8 103' - 0"

07 level 7 93' - 6" 1 A-410.00

14 level 14 167' - 0"

12 Level 12 145' - 8"

09 level 9 113' - 8"

08 level 8 103' - 0"

2 A-421.00

13 level 13 156' - 4"

10 level 10 124' - 4"

09 level 9 113' - 8"

15 level 15 177' - 8" 2 A-421.00

14 level 14 167' - 0"

11 level 11 135' - 0"

10 level 10 124' - 4"

1

15 level 15 177' - 8"

12 Level 12 145' - 8"

11 level 11 135' - 0"

16 level 16 188' - 4"

2

13 level 13 156' - 4"

12 Level 12 145' - 8"

17 level 17 199' - 0"

A-421.00

14 level 14 167' - 0"

13 level 13 156' - 4"

18 level 18 209' - 8"

16 level 16 188' - 4"

15 level 15 177' - 8"

14 level 14 167' - 0"

19 level 19 220' - 4"

17 level 17 199' - 0"

16 level 16 188' - 4"

15 level 15 177' - 8"

20 level 20 231' - 0"

18 level 18 209' - 8"

17 level 17 199' - 0"

16 level 16 188' - 4"

21 level 21 241' - 8"

19 level 19 220' - 4"

18 level 18 209' - 8"

17 level 17 199' - 0"

22 level 22 252' - 4"

20 level 20 231' - 0"

19 level 19 220' - 4"

18 level 18 209' - 8"

A-418.00

15' - 0"

11' - 7 1/2" 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"

20 level 20 231' - 0"

19 level 19 220' - 4"

23 level 23 263' - 0"

21 level 21 241' - 8" 7

A-422.00

20 level 20 231' - 0"

24 level 24 273' - 8"

22 level 22 252' - 4"

21 level 21 241' - 8" 7 A-422.00

25 level 25 284' - 4"

23 level 23 263' - 0"

22 level 22 252' - 4"

21 level 21 241' - 8" 7

26 level 26 295' - 0"

24 level 24 273' - 8"

23 level 23 263' - 0"

22 level 22 252' - 4"

A-422.00

128' - 11 1/2" 10'-8" @ LEVELS 24-34

10' - 8" 10' - 8"

10' - 8"

10' - 8" 10' - 8" 10' - 8" 10' - 8" 10' - 8"

10' - 8"

24 level 24 273' - 8"

23 level 23 263' - 0"

27 level 27 305' - 8"

25 level 25 284' - 4" 1 A-412.00

24 level 24 273' - 8"

28 level 28 316' - 4"

26 level 26 295' - 0"

25 level 25 284' - 4"

10' - 8"

1 A-412.00

29 level 29 327' - 0"

27 level 27 305' - 8"

26 level 26 295' - 0"

25 level 25 284' - 4" 1

30 level 30 337' - 8"

28 level 28 316' - 4"

27 level 27 305' - 8"

26 level 26 295' - 0"

31 level 31 348' - 4"

29 level 29 327' - 0"

28 level 28 316' - 4"

27 level 27 305' - 8"

32 level 32 359' - 0"

30 level 30 337' - 8"

29 level 29 327' - 0"

28 level 28 316' - 4"

A-412.00

12' - 0"

16' - 0"

16' - 0" 10' - 8"

10' - 8"

30 level 30 337' - 8"

29 level 29 327' - 0"

33 level 33 AMENITY 370' - 7 1/2"

31 level 31 348' - 4"

10' - 8"

128' - 11 1/2"

10' - 8"

31 level 31 348' - 4"

30 level 30 337' - 8"

34 level 34 AMENITY 386' - 7 1/2"

32 level 32 359' - 0"

10' - 8"

10' - 8"

32 level 32 359' - 0"

31 level 31 348' - 4"

2 A-360.00

33 level 33 AMENITY 370' - 7 1/2"

11' - 7 1/2"

32 level 32 359' - 0"

1

36 Level / MAIN ROOF 414' - 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"

11' - 7 1/2"

33 level 33 AMENITY 370' - 7 1/2"

A-411.00

12' - 0"

1 A-419.00

34 level 34 AMENITY 386' - 7 1/2"

16' - 0"

34 level 34 AMENITY 386' - 7 1/2"

2 A-360.00

35 Level 35 MECH 402' - 7 1/2"

16' - 0"

1

A-419.00

TOP OF SCREEN 429' - 7 1/2" BULKHEAD ROOF 426' - 7 1/2"

36 Level / MAIN ROOF 414' - 7 1/2"

35 Level 35 MECH 402' - 7 1/2"

16' - 0"

1

TOP OF SCREEN 429' - 7 1/2" BULKHEAD ROOF 426' - 7 1/2"

1 A-360.00

12' - 0"

12' - 0" 16' - 0"

35 Level 35 MECH 402' - 7 1/2"

A-419.00

1 A-420.00 36 Level / MAIN ROOF 414' - 7 1/2"

A-360.00

5 A-420.00

15' - 0"

3' - 0"

36 Level / MAIN ROOF 414' - 7 1/2"

1

A-360.00

TOP OF SCREEN 429' - 7 1/2" BULKHEAD ROOF 426' - 7 1/2"

12' - 0"

1

A-420.00

27' - 0"

1 A-420.00

1 12' - 0"

12' - 0"

15' - 0"

3' - 0"

TOP OF SCREEN 429' - 7 1/2" BULKHEAD ROOF 426' - 7 1/2"

16' - 0"

00

C1-9A=R10A

C1-9=R10 PROPERTY LINE

1

A-310.00 A-310.00

PROPERTY LINE

1 A-311.00

PROPERTY LINE

1 A-320.00

C1-9A=R10A

C1-9=R10

PROPERTY LINE

C1-9=R10 C1-9A=R10A

01 level 1 28' - 10"

24'-8" = + 27.51' PL =PL + 25.92'

PL = + 25.17'

PL = + 27.51'

PL = + 26.32'

PL = + 25.17'

PL = + 25.92'

PL = + 25.17' PL = + 25.17'

PL = + 26.32'

00 Cellar 15' - 10"

EXISTING BUILDING AT LOT 8

EXISTING BUILDING AT LOT 8

1

East Exterior Elevation SCALE:

1/16" = 1'-0"

1

East Exterior Elevation SCALE:

1/16" = 1'-0"

1

East Exterior Elevation SCALE:

1/16" = 1'-0"


TW2M Tarrant-Windt Residence Professional Work : TW2M Design/Build LLC, New York Duties : On site Construction Management with various sub-contractors (MEP) , ordering overall appliances and fixtures and making Punch List for site co-ordination. Role : Project Manager


APRT.2G

HARDWI SD/C

T

2g

MH

PROPOSED PAR SCALE:1 4"=1'-0"

EXISTING PARTIAL 2ND FLOOR PLAN APRT.2G SCALE:1 4"=1'-0"

Engineerin

39-08 24th St L.I.C., NY 111 Phone: 718-39 Mmabroukpe@gmai

ENTRANCE AREA TO BE MAINTAINED CLEAR AND FREE OF ALL OBSTRUCTIONS,SUCH AS BUILDING MATERIALS,TOOLS,ETC .AT ALL TIMES AS PER TENANT PROTECTION PLAN NOTES ON SHEET A-001.00

2'-5"

HARDWIRED SD/CO

1" 2'-82

HARDWIRED SD/CO

EXIS

EXIS

SMO CAR

EXH

2g

NEW PAR

WO

C

PROPOSED PARTIAL 2ND FLOOR PLAN APRT.2G SCALE:1 4"=1'-0"

ELE


Tarrant-Windt Residence - Bid Sheet Client Location Contact

Joshua Tarrant-Windt & Fiona Finlay-Hunt 21 East 22nd Street, Apt 2G Joshua Tarrant-Windt Fiona Finlay-Hunt

NY, NY 10010 joshua.tarrantwindt@gmail.com hunt.fiona@gmail.com

Trade

Line Item

Unit Type Quantity

Kitchen

Remove Existing Walls

LF

Provide and Install Walls

LF

Provide and Install Cabinetry (Custom)

LF

Remove Existing Cabinetry

LF

Provide and Install Kitchen Countertop

SF

Provide, Prime, and Paint Walls and Ceilings

SF

Provide and Install Wall Tile

SF

Provide and Install Wood Floors

SF

Relocate Thermostat

Unit

Provide and Install Refrigerator

Unit

Provide and Install Cook Top

Unit

Provide and Install Electric Oven

Unit

Provide and Install Dishwasher

Unit

Provide and Install Self-contained vent

Unit

Remove and Reinstall existing Kitchen Sink

Unit

Provide and Install New Kitchen Faucet Remove Existing Carpet

Living Room

Description

17.00 26.00

$ $

144.50 182.00

21.00 12.00 62.50 343

$ 1,125.00 $ 85.00 $ 92.00 $ 5.14

$ $ $ $

23,625.00 1,020.00 5,750.00 1,760.71

48.00 88.00 1 1 1 1 1

$ 53.00 $ $ 15.57 $ $ 325.00 $ $ 4,975.00 $ $ 1,739.99 $ $ 2,050.00 $ $ 1,920.00 $

2,544.00 1,370.16 325.00 4,975.00 1,739.99 2,050.00 1,920.00

Unit

1 1 1

$ 1,920.00 $ 200.00 $ 550.00

SF SF SF SF SF SF

293.00 293.00 390 75.00 370.80 432.00

Provide and Install Recessed lights in Foux Beam

SF Unit Unit Unit Unit Unit

Wire, and Install Pendant Lighting

$ 3.00 $ 15.57 $ 5.14 $ 2.50 $ $ 5.14

$ $ $ $ $ $ $ $ $ $

1,920.00 200.00 550.00 50,076.36 879.00 4,562.01 2,004.60 187.50 2,220.48

12.00 1 1 3 3 6

$ 5.14 $ 775.00 $ 1,355.00 $ 325.00 $ $ 450.00

$ $ $ $ $ $

61.68 775.00 1,355.00 975.00 2,700.00

Unit

2

$ 325.00 $

650.00

Wire, and Install Ceiling Fan

Unit

1

Remove Existing Carpet

SF SF SF

144.50 144.50 514.50

$ 575.00 $ $ $ 3.00 $ $ 26.50 $ $ 5.14 $

575.00 16,945.27 433.50 3,829.25 2,644.53

Install Track Lighting

Unit Unit

3 2

- $ $ 325.00 $

8,000.00 650.00

Provide, Prime, and Paint Walls and Ceiling

SF

252.00

$

$ 5.14 $

15,557.28 945.00

Provide and Install Wall Tile

SF

Provide and Install Floor Tile

SF Unit Unit Unit Unit Unit Unit

312.00 74.00 1 1 1 2 1 1

$ 35.85 $ 37.84 $ 275.00 $ 8,225.00 $ 1,593.00 $ -

Patch, Sand, Prime and Paint Walls Remove Existing Walls Wash and Seal Existing Brick Walls Prime, and Paint Walls and Ceilings Paint Piping Provide and Install Door Frame and Door Remove and Relocate Existing Mirror Provide and Install Track Lighting Install art Hanging system

Provide, Install, Sand and Stain New Wood Floor Provide, Prime, and Paint Walls and Ceilings Install art Hanging system

Bathroom

Total

$ $

Provide, Install, Sand and Stain New Wood Floor

Bedroom

Unit Cost

8.50 7.00

Remove Existing Vanity Custom Storage unit Replace Existing sink and faucet Replace Existing Sconces Replace exisitng shower fixture Provide and Install new shower enclosure

$

$ $ $ $ $ $

11,185.20 2,800.16 275.00 8,225.00 1,593.00 -

Remove Existing Side and South Sheetrock Walls and Studs Provide and Install South Sheetrock Walls and Studs to Line Up with Existing back of Doorway and to Seal Exsiting Doorway Provide and Install Upper and Lower Cabinetry Remove Existing Cabinetry

Provide Paint and Paint Walls with specified Benjamin Moore Eggshell Finish Two Hands. Provide, Install and Grout Wall Tile. Tile Allowance of $5.00 per Sq.ft.

Provide Wiring and Relocate Thermostat Provide and Install Refrigerator Provide and Install Cooktop in place of existing Gas Stove. Provide and Install New Electrical Stove. Provide and Install Dishwasher. Connect to existing plumbing line next to Sink Provide and Install self contained vent on top of new Gas Cook Top

Install new Kitchen faucet on existing kitchen Sink

Remove and Dispose Existing Carpet Sand, Stain and Seal Existing Wood Flooring Patch, Sand, Prime and Paint Concrete/Plywood Area near Doorway Remove Existing Sheetrock Walls and Studs for Door Acid Wash and Seal Existing Brick Walls Provide Paint and Paint Walls with specified Benjamin Moore Eggshell Finish Two Hands. Provide and Paint Existing Piping Provide and Install Door Frame Remove and Relocate Existing Mirror to back of Bedroom Door Wire and Install Gallery Track Lighting. Fixture to be provided by other. Provide Wire installations. Proovide and Install LED recessed light to be installed in foux beam in Livingroom Wire and Install Ceiling Mounted Pendant Lighting. To be provided by Client. Provide, Wire and Install Ceiling Mounted Fan. To be provided by Client

Remove and Dispose Existing Carpet Sand, Stain and Seal Existing Wood Flooring Provide Paint and Paint Walls with specified Benjamin Moore Eggshell Finish Two Hands. Provide Wire installations. Provide, Wire and Install Gallery Track Lighting. To be provided by Client. Provide Paint and Paint Walls with specified Benjamin Moore Eggshell Finish Two Hands. Provide, Install and Grout Wall Tile. Tile Allowance of $5.00 per Sq.ft. Provide, Install and Grout Floor Tile. Tile Allowance of $8.00 per Sq.ft. Remove Existing Vanity Custom Armoier with cat liter door and storage. Replace existing sink and faucet in place. Replace existing sconces in place. Replace existing shower fixture in place. Remove exisitng shower enclosure and provide new unit.

Project Expenses

Debris Removal and Cleaning Delivery Fees Protective Materials

$ 25,023.36 $ 1,07,602.27 $ 2,152.05 $ 1,076.02 $ 2,690.06

Managment Fess

Electrical Permits and Inspection Insurance Project Management & General Conditioning

$ $ $ $

5,918.12 900.00 4,540.82 17,028.06

$ 22,468.87 $ 28,387.00 $ 1,35,989.27


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