Portfolio by Rawan Y

R AW AN YAS S I N P O R T F O L I O

CONTENTS

PROFESSIONAL 05

Domino

Rockwell Place Hotel

MOI Heliport Airbase

Salboukh Compund

Naila Art Gallery

Four Seasons Hotel

East 69th Street

37 W 8th Street

UNIVERSITY PROJECTS 27

Food Span

Urban Housing

Community Health Center

Elementary School

Transportation Terminal

DIGITAL MEDIA & FABRICATION 57

Overview

DOMINO 325 Kent Avenue, Brooklyn NY The 16-story, 522-unit mixed-used building at 325 Kent Avenue is part of Two Trees Development Company’s three million-square-foot Domino Sugar Refinery development in the neighborhood of Williamsburg in Brooklyn, New York. Leeser Architecture was hired to provide its architectural design services for the interior public spaces and roof terraces. ¬¬The scope of work consisted of the following areas: residential lobby, lobby corridors, mail rooms, leasing office, level 4 terrace, level 16 amenity space and gym, and roof terrace. Responsibilities: - Developing different design concepts for the lobby - Designing the ceiling and wall panels in the lobby - Modeling and rendering - Mockup models - Carpet floor graphics - Construction Drawings - Plans, RCPs, sections, elevations - Millwork - Detail drawings - Furniture selection and FF&E packages - Finish schedule - Client presentations

a Interior perspective

DOMINO 20 Jay Street Suite M03 Brooklyn, New York 11201 718.643.6656 www.leeser.com Structural Engineers:

Rosenwasser/Grossman Consulting Engineers, P.C. 485 Seventh Ave, Suite 1510 New York, NY 10018 t 212.564.2424 f 212.564.6678

TRANSITION JOINT

MEP/FS Engineers:

Ettinger Engineering Associates 505 8th Ave, 24th Floor New York, NY 10018 t 212.224.2410 f 212.643.1606 Geotechnical Engineer:

URS

CORRIDOR 1 GROUND FLOOR

1255 Broad Street, Suite 201 Clifton, NJ 07013 t 973.883.8500 f 973.883.8501

004

F12D

Civil Engineer:

Philip Habib & Associates 102 Madison Avenue, 11th Floor New York, NY 10016 t 212.929.5656 f 212.929.5605

Building & Zoning Law Consultant:

William Vitacco Associates EQ

299 Broadway New York, NY 10007 t 212.791.4578 f 212.513.0637

F12C

Sustainability Consultant:

YR&G 4'-2"

New York, NY 10002 6'-3"

10' - 2 3/4" AFF

Landscape Architect:

James Corner Field Operations 475 Tenth Avenue New York, NY 10018 F08 t 212.433.1450

F08

EXPANSION JOINT

10' - 2 3/4" AFF DOMINO - Lot C BUILDING E F08

5'-5"

GWB CLG, PTD PT-101

F08

MW-102A MW-102A

F12C

seal:

F06

5'-0"

F08

BROOKLYN, NY

F08

5'-0"

F08

5'-0"

FL: TZ-001

COAT ROD AND SHELF

6'-3"

t 917.677.8023 f 917.677.8023

5'-5"

OFFICE LEASING OFFICE 003

5'-5"

161 Bowery, 4th Floor

4'-2"

F08

5'-0"

CUSTOM LOBBY STOREFRONT & DOORS, SEE E-A 833.00 FOR DESIGN & MATERIALS

F07

F06

REF 11/12 E-I 701A FOR MILLWORK LIGHTING PROGRESS SET LOBBY PROGRESS LOBBY PROGRESS ROOFTOP LANDSCAPE ROOFTOP LANDSCAPE MILLWORK PACKAGE

issue:

F08

01.16.17 01.23.17 02.07.17 02.13.17 03.31.17 04.07.17

F08

LOBBY LIGHTING DIMMERS, SEE ELEC DWGS

EXPANSION JOINT

F12C

CONTINUOUS LINEAR SLOT IN CEILING

10' - 2 3/4" AFF

EQ HALL LANTERN E-I 802.00

2 EQ PANELS

3'-6"

2'-9"

8'-0"

485 Seventh Ave, Suite 1510 New York, NY 10018 t 212.564.2424 f 212.564.6678

F12A

3'-3 1/2"

505 8th Ave, 24th Floor New York, NY 10018 t 212.224.2410 f 212.643.1606

F12B

MT-102

F12C

SHELFMT-102 BY OTHERS

TZ-100

1255 Broad Street, Suite 201 Clifton, NJ 07013 t 973.883.8500 f 973.883.8501

3'-3 3/4"

TZ-100

PT-103

TZ-100

3'-7 1/2"

3'-3 1/2"

CONTINUOUS LINEAR SLOT IN CEILING

F06

F12F

MATCHLINE

5 EQ PANELS

1'-2"

MATCHLINE 4'-5 7/8"

1'-2"

F06

F12F

2 EQ PANELS

3'-0"

F12B

MT-102

TZ-100

F12B

MT-102

F12B

F12A

TRANSITION JOINT

TZ-100

2 EQ PANELS

3'-6"

01.16.17 01.23.17 02.07.17 02.13.17 03.31.17 04.07.17

FE-103

F12B

TZ-100

PROGRESS SET LOBBY PROGRESS LOBBY PROGRESS ROOFTOP LANDSCAPE ROOFTOP LANDSCAPE MILLWORK PACKAGE

TZ-100

Structur

Rose Cons

485 Sev New Yo t 212.56

MEP/FS

Etting

Philip

505 8th New Yo t 212.22

Geotech

10' - 2 3/4" AFF

F12B

MT-102

URS

F12C

MT-102

1255 Br Clifton, t 973.88

Civil En

TZ-100

GL-101

TZ-100

PT-103

TZ-100

102 Ma New Yo t 212.92

Building

Willia

EQ.

CALL BUTTON

2'-9"

EQ.

F12C

issue:

TZ-100

PT-103

EQ 8'-0"

The design, drawings, specifications, plans & measurements, etc., contained in these documents are solely for use in implementation of the Project identified herein. Irrespective of the ownership of the Documents or any Copyright associated with them, use of these Documents for any purpose other than as expressly authorized, in writing, by the Architect voids the promises, representations and warranties of the Architect, if any, normally associated with the Architect's Professional Services as evidenced by the Architect's Seal. All Rights Are Reserved.

F12C

0'-8 1/4"

EQ.

REFRIGERATOR BY OWNER

20 Ja Suite Brook 718.6 www

F06

3'-9 1/2"

3'-6"

PG-101

NOT FOR CONSTRUCTION

TZ-100

HALL LANTERN

E-I 802.00

3 EQ PANELS

3'-0"

MW-102D MW-102D

TZ-100

3'-3 1/2"

FL: TZ-101 3 EQ PANELS

REF 11/12 E-I 701A FOR MILLWORK LIGHTING

3'-3 3/4"

FL: TZ-102 3'-0"

F12C

seal:

FL: TZ-103

4 EQ PANELS

3'-6"

10'-2 3/4"

E-I 802.00

3'-9 1/2"

1/2" = 1'-0"

8'-0"

LOBBY- ELEVATION 4

TABLE BY OTHERS

PACKAGE MONITOR

007 HALL LANTERN

F12A

BROOKLYN, NY

MAILROOM 2 - SOUTH GROUND FLOOR

0'-8 1/4"

1'-6"

F12A

DOMINO - Lot C BUILDING E

FL: VF-102

F06 F12A

F12A

James Corner Field Operations

STORAGE BOH 009

F12B

F12A

475 Tenth Avenue New York, NY 10018 t 212.433.1450

5'-3"

3'-6"

F12A

LINEAR SLOT

Landscape Architect:

MW-102C MW-102C

2 EQ PANELS

F12A

161 Bowery, 4th Floor New York, NY 10002 t 917.677.8023 f 917.677.8023

STORAGE BY OTHERS

EXPANSION JOINT

F12A

YR&G

PT-101

CONTINUOUS LINEAR SLOT IN CEILING

F12A

Sustainability Consultant:

SHELF BY OTHERS

PG-101

F12A

Building & Zoning Law Consultant: 299 Broadway New York, NY 10007 t 212.791.4578 f 212.513.0637

CALL BUTTON

Y COORDINATE = 79'-2 1/2" FINISHED FACE OF 3/4" PLYWOOD

F06

10' - 2 3/4" AFF

F12A

102 Madison Avenue, 11th Floor New York, NY 10016 t 212.929.5656 f 212.929.5605

William Vitacco Associates

EXPANSION JOINT

F12A

F12A 10' - 2 3/4" AFF

Philip Habib & Associates

10'-2 3/4"

TZ-100

GL-101

F12B

F12A F12A

F12A

METAL PANEL CEILING, REFER TO E-I702

Geotechnical Engineer:

URS

Civil Engineer:

TZ-100

F12A

MEP/FS Engineers:

Ettinger Engineering Associates

EQ.

F12B

F12A

Structural Engineers:

Rosenwasser/Grossman Consulting Engineers, P.C.

TZ-100

SHELF BY OTHERS

0'-8 1/4"

MW-101

TZ-100

8'-0"

3'-9 1/2"

3'-6"

TRANSITION JOINT TZ-100

9'-0"

3 EQ PANELS

3'-0"

METAL INLAYS FLOOR PATTERN, REFER TO E-I702

TZ-100

F12A

9'-0"

2 EQ PANELS

3'-0"

RESIDENTIAL LOBBY GROUND FLOOR 001

F12A

1'-2"

F06

LINEAR SLOT 20 Jay Street Suite M03 Brooklyn, New York 11201 718.643.6656 www.leeser.com

SHELF BY OTHERS

MONOLITHIC GLASS PARTITION

PAVING AT REVOLVING DOOR

F06

F08 F FL: TZ-100

Y COORDINATE = 100'-10 1/2" FINISHED FACE OF 3/4" PLYWOOD

MATCHLINE 4'-5 7/8"

F08

FACP - HIDDEN PANEL INTEGRATED INTO WALL WITH REQ'D SIGNAGE, ARCH TO REVIEW. TO BE COORDINATED WITH MEP ENGINEER.

PG-101

8'-0"

5'-0"

GWB CLG, PTD PT-101

PACKAGE MONITOR 5'-4"

F12C EQ.

GFI

FL: TZ-101

F08

8'-0"

FL: TZ-102

FL: TZ-001

F12E

CONTINUOUS LINEAR SLOT IN CEILING

006 FL: TZ-103

F08

EQ 5'-6"

F08

RECEPTION LEASING OFFICE 002

10' - 2 3/4" AFF

F12E

NOT FOR CONSTRUCTION 10' - 2 3/4" AFF

RESTROOM GROUND FLOOR 008

MW-102B MW-102B

MAILROOM 1 - NORTH GROUND FLOOR

F08

1'-0 1/2"

TRANSITION JOINT

MONOLITHIC GLASS PARTITION

299 Bro New Yo t 212.79

CALL BUTTON

Sustain

3'-3 1/2"

F12C

161 Bow New Yo t 917.67

3'-7 1/2"

3'-3 1/2"

YR&G MW-101

Landsca

Jame

475 Ten New Yo t 212.43

DO BU

EXPANSION JOINT EQ.

BROO

LOBBY- ELEVATION 3

1/2" = 1'-0"

LOBBY- ELEVATION 4

10' - 2 3/4" AFF

1/2" = 1'-0"

seal:

HALL LANTERN E-I 802.00

3'-0"

5'-11 5/8"

1'-2"

2 EQ PANELS

2'-9"

46'-6"

0'-8 1/4"

3'-6"

3'-9 1/2"

4 EQ PANELS

3'-6"

3 EQ PANELS

3'-0"

EQ.

2'-2"

5 EQ PANELS

1'-2"

key plan

TZ-100

3'-3 1/2"

TZ-100

MATCHLINE

F12C

TZ-100

NOT

The des measur solely fo herein. any Cop Docume authoriz represe normall Service Reserve

ALIGN

F12

TRANSITION F12

F12

JOINT

F12

F12C

F12 10'-2 3/4"

METAL PANEL CLADDING, REFER TO E-I803

OPEN TO ELEVATOR VESTIBULE MT-100

CORRIDOR 2 GROUND FLOOR

ALIGN

F12B

MT-102

TZ-100

F12B

MT-102

F12B

F12A

F12D

TZ-100

F12B

TZ-100

issue:

TZ-100

PT-103

01.16 01.23 02.07 02.13 03.31 04.07

FE-103

EQ title

005

8'-0"

F12

3'-3 3/4"

F12

8'-0"

PT-103

F12

10'-2 3/4"

F12

LEVEL 1 - GROUND FLOOR PLAN

CALL BUTTON

3'-3 1/2"

3'-7 1/2"

LEGEND MW-101

= CONCRETE FLOOR TILES start of phase

= CAST CONCRETE (STRUCTURE) TZ-001

= SCHEDULED PARTITION - SEE ARCH PARTITION TYPES E-A 011a.00 & E-A011b.00

checked by

5'-11 5/8"

3'-0"

1'-2"

1/2" = 1'-0"

2'-2"

SITE E - ENLARGED GROUND FLOOR PLAN

3'-0"

2'-2"

TZ-100

HALL LANTERN 3 EQ PANELS

F12

TZ-100

GL-101

MEP/FS Engineers:

FIRE ALARM

ALIGN

CONTROL PANEL F12B

MT-102

TZ-100

PT-103

102 Madison Avenue, 11th Floor New York, NY 10016 t 212.929.5656 f 212.929.5605

Rosenwasser/Grossman Consulting Engineers, P.C.

BROOKLYN, NY

seal:

MATCHLINE

5 EQ PANELS

1'-2"

F12

NOT FOR CONSTRUCTION

TZ-100

F12B

E-I 700a.00

Landscape Architect:

MT-102 James Corner Field Operations

F12B

F12A

MT-100

F12B

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

3'-6"

F12

1 1/2" = 1'-0"

F12B

F12

MT-102

2'-213 16"

F12B

1'-0" 4"

TZ-100 1 2 4"

4'-03 8"

1'-10"

3'-61 4"

PT-103 MEP/FS Engineers:

3'-61 4"

1'-0"

3'-3 1/2"

1" = 1'-0"

1 1/2" = 1'-0"

L- ANGLE 3"

1/2" = 1'-0"

MW-101 - SECURITY DESK - NORTH ELEVATION

1" = 1'-0"

MW-101 3'-0" ELEVATION 1'-2" - SECURITY 2'-2" 3'-0"DESK - SOUTH 2'-2" 1'-2"

5'-11 5/8"

Landscape Architect:

COORDINATE FLOOR BOX

James Corner Field Operations

F12

MW-101 - SECURITY DESK ENLARGED PLAN SECTION

3'-7 1/2"

3'-3 1/2"

LOBBY- ELEVATION 3

MW-101 - SECTION AT CABINET

46'-6"

BROOKLYN, NY

1" = 1'-0"

1 1/2" = 1'-0"

MT-103

COMPUTER COMPONENTS BY OTHERS

F12

1/2" = 1'-0"

MW-101 - SECURITY DESK ENLARGED PLAN SECTION

MW-101 - SECURITY DESK - WEST ELEVATION

1" = 1'-0"

8 09 E-I 700a.00

10 E-I 700a.00

09 E-I 700a.00

ALIGN

PULL-OUT TABLE

1'-10"

10 E-I 700a.00

F12

TZ-100 key plan

09 E-I 700a.00

MT-103

1'-0"

F12

MT-103

COMPUTER COMPONENTS BY OTHERS

ALIGN

F12

1'-0"

F12

10 E-I 700a.00

09 E-I 700a.00

1'-10"

F12

MT-103

TZ-001

RP-100 MT-103

3'-43 8"

F12

MW-101 - SECURITY DESK AXON

15'-0"

F12

LOBBY ELEVATIONS

3" start of phase

MT-103

checked by

3'-43 8" 214"

issue:

08 E-I 700a.00

MT-103

REMOVABLE PANEL FOR ACCESS TO POWER/DATA BEYOND

01.16.17 01.23.17 02.07.17 02.13.17 03.31.17 04.07.17

PROGRESS SET LOBBY MT-103PROGRESS LOBBY PROGRESS ROOFTOP LANDSCAPE ROOFTOP LANDSCAPE MILLWORK PACKAGE

MT-103

3'-43 8" 214"

3'-3"

10'-2 3/4"

3'-6"

MT-103 MT-103

MT-103

3'-43 8" scale

2'-3"

MT-103

REMOVABLE PANEL FOR ACCESS TO MT-103 POWER/DATA BEYOND 3"

TZ-001

MT-103

title

MT-103

RP-100

MT-103

8'-0"

MT-103

METAL PANEL 1/4" REVEAL CLADDING, REFER TO E-I803

RP-100

MT-100

1'-0"

2'-3"

ALIGN

2'-213 16"

MT-103

3'-3"

FIRE ALARM CONTROL PANEL

ALIGN

REMOVABLE PANEL FOR ACCESS TO POWER/DATA BEYOND

MT-103

2'-6"

8'-0"

1'-0" 2'-3" 6 E-I 700a.00

1/4" REVEAL

PLLC

TZ-001

RP-100

NOT FOR CONSTRUCTION

RP-100

F REMOVABLE PANEL FOR ACCESS TO POWER/DATA BEYOND

2'-6"

MT-103

1/4" REVEAL

OPEN TO ELEVATOR VESTIBULE MT-103

3'-6"

MT-103

RP-100

15'-0"

PT-103

OPEN TO ELEVATOR VESTIBULE

key plan

1'-6"

1" = 1'-0"

METAL PANEL CLADDING, REFER TO E-I803 MT-100

3'-6"

1'-10"

2'-6"

7 E-I 700.00

3'-6"

1'-6"

MT-103

1'-0"

15'-0" 13'-111 2"

1'-0" 1/4" REVEAL

2'-6"

F12

MT-103

15'-0"

10 E-I 700a.00

2'-213 16"

CLADDING, REFER TO E-I803

MT-100

8'-0"

10'-2 3/4"

METAL PANEL 1'-0"

1'-10"

2'-3"

MW-101 - SECURITY DESK - EAST ELEVATION - CLOSED

3 E-I 700a.00

F12

REMOVABLE PANEL FOR ACCESS TO POWER/DATA BEYOND

3'-61 4"

6'-11"

13'-111 2"

06 E-I 700a.00

F12

5'-11 65/8"

1'-0"

MT-103

F12

3 E-I 700a.00

PROGRESS SET LOBBY PROGRESS LOBBY PROGRESS ROOFTOP LANDSCAPE ROOFTOP LANDSCAPE MILLWORK PACKAGE

DOMINO - Lot C BUILDING E

15'-0"

MT-103

REMOVABLE PANEL FOR ACCESS TO POWER/DATA BEYOND

MW-101

01.16.17 01.23.17 02.07.17 02.13.17 03.31.17 04.07.17

PROGRESS SET LOBBY PROGRESS LOBBY PROGRESS ROOFTOP LANDSCAPE ROOFTOP LANDSCAPE MILLWORK PACKAGE

475 Tenth Avenue New York, NY 10018 t 212.433.1450

1 1/2" = 1'-0"

seal:

TZ-100

MT-103

1" = 1'-0"

01.16.17 01.23.17 02.07.17 02.13.17 03.31.17 04.07.17

08 E-I 700a.00

3'-614"

METAL CHANNEL

YR&G

LOBBY - ELEVATION 2

27'-1 5/8"

MW-101 - SECTION AT CABINET

10 MW-101 - SECURITY DESK - EAST ELEVATION - CLOSED

3'-43 8"

1'-10"

RP-100

William Vitacco Associates

3'-43 8"

Sustainability Consultant:

161 Bowery, 4th Floor New York, NY 10002 t 917.677.8023 f 917.677.8023 L- ANGLE

11'-6 1/2"

1 1/2" = 1'-0"

issue:

102 Madison Avenue, 11th Floor New York, NY 10016 t 212.929.5656 f 212.929.5605

299 Broadway New York, NY 10007 t 212.791.4578 f 212.513.0637

214"

4'-03 8"

14" 3'-6plans The design, drawings, specifications, & measurements, etc., contained in these documents are solely for use in implementation of the Project identified herein. Irrespective of the ownership of the Documents or any Copyright associated with them, use of these Documents for any purpose other than as expressly authorized, in writing, by the Architect voids the promises, representations and warranties of the Architect, if any, normally associated with the Architect's Professional Services as evidenced by the Architect's Seal. All Rights Are Reserved.

Philip Habib & Associates

MT-103 3"

NOT FOR CONSTRUCTION

TOUCH LATCH

Building & Zoning Law Consultant:

MT-103 3"

13'-1112" LIGHT FIXTURE F-9

15'-0"

MT-103

L- ANGLE

issue:

FE-103

1255 Broad Street, Suite 201 Clifton, NJ 07013 RP-100 t 973.883.8500 f 973.883.8501

3/4" MDF

F12A

TZ-100

Civil Engineer: LIGHT FIXTURE F-24

1/2" RESIN PANEL

NOT FOR CONSTRUCTION

F12A

URS

LIGHT FIXTURE F-24

1/4" REVEAL

MT-103

TZ-001

MT-103

21 4"

seal:

505 8th Ave, 24th Floor New York, NY 10018 t 212.224.2410 f 212.643.1606 SLIDE (CHAMBERLAN, RA5R)

RP-100

MW-101 - SECTION AT CABINET

MT-103

Ettinger Engineering Associates LIGHT FIXTURE F-9

CABLE MANAGEMENT TRAY

REMOVABLE PANEL FOR ACCESS TO POWER/DATA BEYOND 2'-3"

3'-6"

2'-3"

3'-7 1/2"

REMOVABLE PANEL FOR ACCESS TO POWER/DATA BEYOND RP-100

RP-100

MT-103

3'-43 8"

CALL BUTTON

METAL CHANNEL

3'-43 8"

21 4"

7'-9 7/8"

1/2" = 1'-0"

BROOKLYN, NY

1" = 1'-0"

Geotechnical Engineer:

1'-0"

MT-103

REMOVABLE PANEL FOR ACCESS TO POWER/DATA BEYOND

LOBBY- ELEVATION 4

DOMINO - Lot C BUILDING E MW-101 - SECURITY DESK ENLARGED PLAN SECTION

1'-0" 10 E-I 700a.00

MT-103

8'-0"

1'-0"

485 Seventh Ave, Suite 1510 New York, NY 10018 t 212.564.2424 f 212.564.6678

TZ-100

3316"

3'-61 4"

1'-0"

3'-4"

2'-213 16"

L FOR

sheet

MATCHLINE

5 EQ PANELS

1'-10" F12B

Structural Engineers:

Rosenwasser/Grossman Consulting Engineers, P.C.

09 E-I 700a.00

TZ-100

F12B

1'-10"

13'-111 2"

1" = 1'-0" YOND

scale

numbe

BROOKLYN, NY

475 Tenth Avenue New York, NY 10018 t 212.433.1450

1'-2"

TZ-100 20 Jay Street Suite M03 Brooklyn, New York 11201 718.643.6656 www.leeser.com

MT-102

1'-10"

33 16"

F12C

METAL CHANNEL

6'-11"

3 EQ PANELS

3'-0"

TZ-100

MW-101 - SECTION AT CABINET

F12

MT-103

MW-101 - SECTION AT CABINET

DOMINO - Lot C BUILDING E

299 Broadway New York, NY 10007 t 212.791.4578 f 212.513.0637

13'-111 2"

MT-103

METAL CHANNEL

COORDINATE FLOOR BOX

James Corner Field Operations

William Vitacco Associates

4 EQ PANELS

MT-103

3'-43 8"

Landscape Architect:

1/2" = 1'-0"

102 Madison Avenue, 11th Floor New York, NY 10016 t 212.929.5656 f 212.929.5605 Building & Zoning Law Consultant:

3'-6"

TZ-100

1 1/2" = 1'-0"

F12

METAL PANEL CLADDING, REFER TO E-I803

REMOVABLE PANEL FOR ACCESS TO POWER/DATA BEYOND

MT-103

161 Bowery, 4th Floor New York, NY 10002 t 917.677.8023 f 917.677.8023

475 Tenth Avenue New York, NY 10018 t 212.433.1450

LOBBY - ELEVATION 1

Civil Engineer:

3'-3"

F12

3'-3 3/4"

6 1/4"

F12

MT-103

L- ANGLE

505 8th Ave, 24th Floor New York, NY 10018 t 212.224.2410 f 212.643.1606

Philip Habib & Associates

James Corner Field Operations

3'-9 1/2"

TOUCH LATCH

MT-103

3'-61 4"

YR&G

MEP/FS Engineers:

Ettinger Engineering Associates

Landscape Architect:

HALL LANTERN 3"

10'-2 3/4"

3" 4"

1'-0" 2'-6"

6 1/4"

4" 3"

MW-101 - SECTION AT CABINET

F12

RP-100

LIGHT FIXTURE F-24

MT-103

REMOVABLE PANEL FOR ACCESS TO POWER/DATA BEYOND

1'-10"

F12

SLIDE (CHAMBERLAN, RA5R)

OPEN TO ELEVATOR VESTIBULE

REMOVABLE PANEL FOR ACCESS TO POWER/DATA BEYOND

3/4" MDF

09 E-I 700a.00

checke

Sustainability Consultant:

8'-0"

1" = 1'-0"

1'-0"

F12

09 E-I 700a.00

1/2" RESIN PANEL

10 E-I 700a.00

3'-614"

3316"

3'-3" 3"

MW-101 - SECURITY DESK - WEST ELEVATION

F12

1/4" REVEAL

15'-0"

start of

William Vitacco Associates 299 Broadway New York, NY 10007 t 212.791.4578 f 212.513.0637

YR&G

ALIGN

MT-103

Building & Zoning Law Consultant:

Geotechnical Engineer:

1/2" = 1'-0"

102 Madison Avenue, 11th Floor New York, NY 10016 t 212.929.5656 f 212.929.5605

BUTTON

3'-43 8"

REMOVABLE PANEL FOR ACCESS TO POWER/DATA BEYOND

title

Philip Habib & Associates

Sustainability Consultant:

MT-100

MT-103

1255 Broad Street, Suite 201 Clifton, NJ 07013 t 973.883.8500 f 973.883.8501 Civil Engineer:

161 Bowery, 4th Floor New York, NY 10002 t 917.677.8023 f 917.677.8023

L- ANGLE

2 EQ PANELS

2'-9"

LIGHT FIXTURE F-9

PT-103

1" = 1'-0"

485 Seventh Ave, Suite 1510 New York, NY 10018 t 212.564.2424 f 212.564.6678

E-I 802.00

10 E-I 700a.00

RP-100

TZ-100

Suite M03 Brooklyn, New York 11201 718.643.6656 EQ www.leeser.com Rosenwasser/Grossman CALL Consulting Engineers, P.C.

TZ-001

214"

MONOLITHIC GLASS 4'-03 8" DOOR WITH TOP AND BOTTOM RAIL

MT-103

URS

FIRE ALARM CONTROL PANEL

METAL CHANNEL

COORDINATE FLOOR BOX

46'-6"

ALIGN

LIGHT FIXTURE F-24

Geotechnical Engineer:

F12C

ALIGN MT-102

TZ-100 20 Jay Street

1255 Broad Street, Suite 201 Clifton, NJ 07013 t 973.883.8500 f 973.883.8501

LOBBY- ELEVATION 3

MT-103

15'-0"

MT-103

505 8th Ave, 24th Floor New York, NY 10018 t 212.224.2410 f 212.643.1606

1'-10"

CABLE MANAGEMENT TRAY

F12B

MT-102

MEP/FS Engineers:

Ettinger Engineering Associates

URS

3/4" MDF

5'-11 5/8"

LIGHT FIXTURE F-9

MW-101 - SECURITY DESK - WEST ELEVATION

485 Seventh Ave, Suite 1510 New York, NY 10018 t 212.564.2424 f 212.564.6678

TZ-100

3316"

ROOFTOP LANDSCAPE ROOFTOP LANDSCAPE MILLWORK PACKAGE

TZ-100

1'-0"

COMPUTER COMPONENTS BY OTHERS

F12B

key pla

Structural Engineers:

Rosenwasser/Grossman Consulting Engineers, P.C.

OPEN TO ELEVATOR VESTIBULE

PROGRESS SET LOBBY PROGRESS LOBBY PROGRESS 1'-2"

MT-103

20 Jay Street Suite M03 Brooklyn, New York 11201 718.643.6656 www.leeser.com

2'-9" EQ

F12

TZ-100

PT-103

3'-614"

3'-6"

3'-3"

MT-103

MT-100

TZ-100

13'-1112"

MT-103

10'-2 3/4"

1" = 1'-0"

02.13.17 03.31.17 04.07.17

F12

TOUCH LATCH

L- ANGLE

01.16.17 01.23.17

3'-0"02.07.17

F12 TZ-100

F12B

PROGRESS SET LOBBY PROGRESS GL-101 LOBBY PROGRESS ROOFTOP LANDSCAPE ROOFTOP LANDSCAPE MILLWORK PACKAGE

MW-101

RP-100

METAL CHANNEL

issue:

2'-2"

2 EQ PANELS

3'-6"

METAL PANEL CLADDING, REFER TO E-I803

LIGHT FIXTURE F-24

1/2" RESIN PANEL

The design, drawings, specifications, plans & MT-103 measurements, etc., contained in these documents are solely for use in implementation of the Project identified herein. Irrespective of the ownership of the Documents or any Copyright associated with them, use of these Documents for any purpose other than as expressly authorized, in writing, by the Architect voids the promises, representations and warranties of the Architect, if any, normally associated with the Architect's Professional Services as evidenced by the Architect's Seal. All Rights Are Reserved.

E-I 700a.00 2'-2"

F12

TZ-100

LIGHT FIXTURE F-9 SLIDE (CHAMBERLAN, RA5R)

MT-103

PROGRESS SET LOBBY PROGRESS LOBBY PROGRESS ROOFTOP LANDSCAPE RP-100 ROOFTOP LANDSCAPE MILLWORK PACKAGE

3'-3 1/2"

F12

TZ-001

LIGHT FIXTURE F-9

CABLE MANAGEMENT TRAY

01.16.17 01.23.17 02.07.17 02.13.17 03.31.17 04.07.17

08 E-I 700a.00

NOT FOR CONSTRUCTION

RP-100

0'-8 1/4"

Structural Engineers:

LIGHT FIXTURE F-24

15'-0"

F12

3'-3 1/2"

issue:

RP-100

1'-10"

3316"

seal:

10 E-I 700a.00

1'-0"

1'-10"

6 1/4"

BUTTON

01.16.17 01.23.17 TZ-100 02.07.17 02.13.17 03.31.17 04.07.17

FE-103 1'-0"

CALL NY BROOKLYN,

3'-7 1/2"

TZ-100

NOT FOR CONSTRUCTION

3'-3 3/4"

10'-2 3/4"

PT-103

EQ DOMINO - Lot C BUILDING E

1'-2"

TZ-100

3'-9 1/2"

3'-6"

issue:

TZ-100

15'-0"

1" = 1'-0"

F12 TZ-100

METAL PANEL CLADDING, REFER TO E-I803

475 Tenth Avenue New York, NY 10018 t 212.433.1450

MW-101 - SECURITY DESK ENLARGED PLAN SECTION

3'-0"

ALIGN

seal:

TZ-100

5'-11 5/8"

3 EQ PANELS

3'-0"

6 1/4"

F12B

MT-102

2 EQ PANELS

3'-0"

1'-0"

09 E-I 700a.00

TZ-100

27'-1 5/8"

E-I 802.00

MATCHLINE 4'-5 7/8"

1'-2"

YR&G

F12C

11'-6 1/2"

HALL LANTERN 3 EQ PANELS

Sustainability Consultant: 161 Bowery, 4th Floor New York, NY 10002 t 917.677.8023 10 f 917.677.8023

LOBBY - ELEVATION 2

DOMINO - Lot C BUILDING E 1/2" = 1'-0"

BROOKLYN, NY

1" = 1'-0"

TZ-001

475 Tenth Avenue New York, NY 10018 t 212.433.1450

000

3'-3 1/2"

1'-10"

299 Broadway New York, NY 10007 t 212.791.4578 f 212.513.0637

TZ-100

3'-0"

MW-101 - SECURITY DESK ENLARGED PLAN SECTION

William Vitacco Associates

1/2" = 1'-0"

F12

YR&G

sheet

LOBBY- ELEVATION 47'-9 7/8"

DOMINO - Lot C BUILDING E

E-I 802.00

4 EQ PANELS

3'-6"

t 212.929.5656 f 212.929.5605 Building & Zoning Law Consultant:

F12

James Corner Field Operations

6 1/4"

1'-10"

102 Madison Avenue, 11th Floor

3'-9 1/2" New York, NY 10016

F12

Landscape Architect:

475 Tenth Avenue New York, NY 10018 t 212.433.1450

Geotechnical Engineer:

Philip Habib & Associates

0'-8 1/4"

3'-6"

F12

161 Bowery, 4th Floor New York, NY 10002 t 917.677.8023 f 917.677.8023

YR&G

Civil Engineer: HALL LANTERN

2 EQ PANELS

2'-9"

Sustainability Consultant:

James Corner Field Operations

1255 Broad Street, Suite 201 Clifton, NJ 07013 t 973.883.8500 f 973.883.8501

REMOVABLE PANEL FOR ACCESS TO POWER/DATA BEYOND

2" = 1'-0"

F12

METAL PANEL CLADDING, REFER TO E-I803

Building & Zoning Law Consultant:

E-I 310.00

Landscape Architect:

URS

ANEL FOR TO BEYOND

F12

MT-100

102 Madison Avenue, 11th Floor New York, NY 10016 t 212.929.5656 f 212.929.5605

Sustainability Consultant:

505 8th Ave, 24th Floor New York, NY 10018 t 212.224.2410 f 212.643.1606

F12

299 Broadway New York, NY 10007 t 212.791.4578 f 212.513.0637

scale

number

161 Bowery, 4th Floor New York, NY 10002 t 917.677.8023 f 917.677.8023

Ettinger Engineering Associates

3'-61 4"

1/2" = 1'-0"

299 Broadway New York, NY 10007 t 212.791.4578 f 212.513.0637

MEP/FS Engineers:

3'-43 8"

F12

Philip Habib & Associates

checked by

LOBBY - ELEVATION 1

William Vitacco Associates

485 Seventh Ave, Suite 1510 New York, NY 10018 t 212.564.2424 f 212.564.6678

21 4"

start of phase

3'-3 1/2"

1'-10"

Philip Habib & Associates

Building & Zoning Law Consultant:

13'-111 2"

F12

1255 Broad Street, Suite 201 Clifton, NJ 07013 t 973.883.8500 f 973.883.8501

William Vitacco Associates

Civil Engineer:

Structural Engineers:

F12

URS

ALIGN

TZ-100

CALL BUTTON

Geotechnical Engineer: 1255 Broad Street, Suite 201 Clifton, NJ 07013 t 973.883.8500 f 973.883.8501

POWER/DATA BEYOND

F12C

LOBBY ELEVATIONS

TZ-100

505 8th Ave, 24th Floor New York, NY 10018 t 212.224.2410 f 212.643.1606

URS

TZ-001

MONOLITHIC GLASSPANEL FOR REMOVABLE DOOR WITH TOP AND ACCESS TO BOTTOM RAIL

REMOVABLE PANEL FOR Jay Street ACCESS20TO M03 POWER/DATASuite BEYOND Brooklyn, New York 11201 718.643.6656 www.leeser.com

F12

505 8th Ave, 24th Floor New York, NY 10018 t 212.224.2410 f 212.643.1606

Civil Engineer:

Ettinger Engineering Associates

3'-61 4"

TZ-001

ATCH

title

MT-102

MEP/FS Engineers:

c 2017 LEESER ARCHITECTURE, PLLC

3'-43 8"

F12B

485 Seventh Ave, Suite 1510 New York, NY 10018 t 212.564.2424 f 212.564.6678

Ettinger Engineering Associates OPEN TO ELEVATOR VESTIBULE Geotechnical Engineer:

3'-3 1/2"

TZ-100

21 4"

4'-03 8"

3'-61 4"

Structural Engineers:

Rosenwasser/Grossman Consulting Engineers, P.C.

Structural Engineers:

PT-103

8'-0"

F12B

1/2" = 1'-0"

Rosenwasser/Grossman Consulting Engineers, P.C.

ALIGN

OPEN TO ELEVATOR VESTIBULE

LOBBY- ELEVATION 3

000

3'-3 3/4"

MT-100

F12B 13'-111 2"

2'-9"

TZ-100

10'-2 3/4"

MT-100

2 EQ PANELS

3'-6"

10'-2 3/4" 3'-4"

METAL PANEL CLADDING, REFER TO E-I803

0'-8 1/4"

TZ-100

sheet

20 Jay Street Suite M03 Brooklyn, New York 11201 718.643.6656 www.leeser.com

TZ-100

key plan

3'-9 1/2"

3'-6" EQ

F12

TZ-100

20 Jay Street Suite M03 Brooklyn, New York 11201 718.643.6656 www.leeser.com

E-I 110.00

number

46'-6"

10'-2 3/4"

3'-0"

F12 TZ-100

3'-3 1/2"

F12

3'-3 3/4"

F12

c 2017 LEESER ARCHITECTURE, PLLC

F12

8'-0"

F12

3'-4"

2 EQ PANELS

3'-0"

ALIGN

F12

5'-11 5/8"

1'-2"

E-I 802.00

MATCHLINE 4'-5 7/8"

1'-2"

F12

1/4" = 1'-0"

10'-2 3/4"

27'-1 5/8"

8'-0"

11'-6 1/2"

3'-7 1/2"

7'-9 7/8"

8'-0"

LOBBY - ELEVATION 2

scale

c 2017 LEESER ARCHITECTURE, PLLC

= MILLWORK

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

SECTION @ LOBBY

1/2" = 1'-0"

3'-9 7/8"

Rosenwasser/Grossman t 212.564.2424 f 212.564.6678 MEP/FS Engineers: Consulting Engineers, P.C. Ettinger 485 SeventhEngineering Ave, Suite 1510 Associates

3'-9 7/8"

Ettinger Engineering New York, NY 10018 t 212.564.2424 f 212.564.6678 Associates

485 Seventh Ave, Suite 1510 t 212.564.2424 f 212.564.6678 Structural Engineers: New York, NY 10018

MEP/FS Engineers: 505 8th Ave, Floor New York, NY24th 10018

505 8th Ave, 24th Floor t 212.224.2410 f 212.643.1606 New York, NY 10018 MEP/FS Engineers: t 212.224.2410 f 212.643.1606 Geotechnical Engineer:

Ettinger Engineering Associates URS 505 8th Ave, 24th Floor

(TO MATCH (TO MATCH 8' LOBBY LOBBY DOORS) DOORS) (TO MATCH 8' 8' LOBBY DOORS)

(SEE(SEE E-052.00) (SEE E-052.00) E-052.00) SECTION @ LOBBY SECTION @ LOBBY

3'-9 7/8"

20 Jay Street Suite M03 20 Jay Street Brooklyn, New York 11201 Suite M03 718.643.6656 Brooklyn, New York 11201 www.leeser.com 718.643.6656 20 Jay Street www.leeser.com Suite M03 Structural Engineers: Brooklyn, New York 11201 Rosenwasser/Grossman Structural Engineers: 718.643.6656 Consulting Engineers, P.C. Rosenwasser/Grossman www.leeser.com 485 Seventh Ave, Suite 1510 Consulting Engineers, P.C. New York, NY 10018

3'-9 7/8" 3'-9 7/8"

Geotechnical Engineer: 1255 Broad Street, Suite 201

New York, NY 10018 URS Clifton, NJ 07013f 212.643.1606 t 212.224.2410 1255 Broad Street, Suite 201 t 973.883.8500 f 973.883.8501 Clifton, NJ 07013 Geotechnical t 973.883.8500Engineer: f 973.883.8501 Civil Engineer:

URS Philip Habib & Associates 1255 Broad Street, Suite 201 Civil Madison Engineer:Avenue, 11th Floor 102

Clifton, NJ 07013 Philip & Associates New York,Habib NY 10016 t 973.883.8500 f 973.883.8501 102 Madison Avenue, 11th Floor t 212.929.5656 f 212.929.5605 New York, NY 10016 Civil Engineer: f 212.929.5605 t 212.929.5656

Building & Zoning Law Consultant: Philip Habib & Associates William Vitacco Associates 102 Madison Avenue, 11th Floor Building & Zoning Law Consultant: 299 Broadway New York, NY 10016 William Vitacco Associates New York, NY 10007 t 212.929.5656 f 212.929.5605 t 212.791.4578 299 Broadway f 212.513.0637 New York, NY 10007 Building & Zoning Law Consultant: t 212.791.4578 f 212.513.0637 Sustainability Consultant:

William Vitacco Associates YR&G

299 BroadwayConsultant: Sustainability 161 Bowery, Floor New York, NY4th 10007 New York, NY 10002 tYR&G 212.791.4578 f 212.513.0637 161 Bowery, 4th fFloor t 917.677.8023 917.677.8023 New York, NY 10002 Sustainability Consultant: t 917.677.8023 f 917.677.8023 Landscape Architect:

YR&G

James Corner 161 Bowery, 4th Floor Field Operations Landscape Architect: 475 Tenth New York, Avenue NY 10002 James Corner Field Operations New York, NY 10018 t 917.677.8023 f 917.677.8023 t 212.433.1450 475 Tenth Avenue New York, NY 10018 Landscape Architect: t 212.433.1450

James Corner Field Operations

475 Tenth Avenue New York, NY 10018 t 212.433.1450

4 4

SECTION @ LOBBY SECTION @ LOBBY

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

3 3

SECTION @ LOBBY

1/2" = 1'-0"

DOMINO - Lot C DOMINO -ELot C BUILDING BROOKLYN, NY BUILDING E BROOKLYN, NY DOMINO - Lot C BUILDING E seal:

F08 F08

seal: BROOKLYN, NY

seal:

F08

F12A F12A

F12A

F12A F12A F12A F12A

F12A F12A

F12A

F12A F12A

F12A

F12B F12A F12A

F12A F12A

F12A F12A F12A

F12A

F12A F12A

F12A

ROOFTOP LANDSCAPE ROOFTOP LANDSCAPE MILLWORK PACKAGE

F12B F12B

F12A

PROGRESS SET LOBBY PROGRESS LOBBY PROGRESS ROOFTOP LANDSCAPE LOBBY PROGRESS ROOFTOP LANDSCAPE ROOFTOP LANDSCAPE PROGRESS SET MILLWORK PACKAGE ROOFTOP LANDSCAPE LOBBY PROGRESS MILLWORK PACKAGE LOBBY PROGRESS

F12A

F12A F12A F12A F12A

F12A F12A

01.16.17 02.07.17 01.23.17 02.07.17 03.31.17 02.13.17 01.16.17 04.07.17 03.31.17 01.23.17 04.07.17 02.07.17 02.13.17 03.31.17 04.07.17

issue: 02.13.17

F12A F12A

F12A F12A F12A F12A

F12A

F12A F12A

F12A

F12A F12A

F12A

F12A F12A

NOT FOR CONSTRUCTION

F12B

F12A F12A

F12A

solely for usedrawings, in implementation of theplans Project The design, specifications, & identified herein. Irrespective the ownership of the Documents measurements, etc.,ofcontained in these documents areor any Copyright with them, of these solely for use inassociated implementation of theuse Project identified Documents for any of purpose other than herein. Irrespective the ownership of as theexpressly Documents or authorized, in writing, by the Architect voids the promises, any Copyright associated with them, use of these The design, for drawings, specifications, plans & if any, representations andpurpose warranties of the Documents any other thanArchitect, as expressly measurements, etc., with contained in these documents are normally associated the Architect Architect's Professional authorized, in writing, by the voids the promises, solely for as useevidenced in and implementation theArchitect, Project Services by the Architect's Seal. identified Allif Rights representations warranties ofofthe any, Are herein. thethe ownership of the Documents or Reserved. normallyIrrespective associatedofwith Architect's Professional any Copyright associated them, use Seal. of these Services as evidenced by with the Architect's All Rights Are Documents Reserved. for any purpose other than as expressly authorized, in writing, by the Architect voids the promises, issue: representations and warranties of the Architect, if any, normally associated with the Architect's Professional issue: SET 01.16.17 Services as evidencedPROGRESS by the Architect's Seal. All Rights Are Reserved. LOBBY PROGRESS 01.23.17

F12B F12B

F12A

F12A F12A F12A F12A

F12A F12A

F12A

F12A F12A

NOT FOR CONSTRUCTION The design, drawings, specifications, plans & NOT FOR CONSTRUCTION measurements, etc., contained in these documents are

F12A F12A

F12A

F12A F12A

F12A

F12A 1/2" = 1'-0" 1/2" = 1'-0"

2 2

ENLARGED PARTIAL REFLECTED CEILING PLAN, LOBBY

1/2" = 1'-0"

2 2

F12A

ENLARGED PARTIAL REFLECTED CEILING PLAN, LOBBY ENLARGED PARTIAL REFLECTED CEILING PLAN, LOBBY

MONOLITHIC GLASS PARTITION MONOLITHIC GLASS PARTITION TRANSITION TRANSITION JOINT JOINT TRANSITION JOINT

MONOLITHIC GLASS PARTITION METAL INLAYS FLOOR METALPATTERN, INLAYS FLOOR PATTERN, REFER TO E-I702 METAL INLAYS FLOOR REFER TO E-I702 PATTERN, REFER TO E-I702

key plan key plan

key plan

EXPANSION EXPANSION JOINT JOINT EXPANSION JOINT

title title

title

MILLWORK - LOBBY METAL PANELS MILLWORK - LOBBY METAL PANELS MILLWORK - LOBBY METAL PANELS

start of phase start of phase checked by

GROUND FLOOR AXONOMETRIC

ENLARGED PARTIAL FLOOR PLAN, LOBBY ENLARGED PARTIAL FLOOR PLAN, LOBBY

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

1 1

ENLARGED PARTIAL FLOOR PLAN, LOBBY

1/2" = 1'-0"

c 2017 LEESER c 2017 ARCHITECTURE, c LEESER 2017 LEESER ARCHITECTURE, PLLC ARCHITECTURE, PLLC PLLC

checked by start of phase scale scale checked by

E-I E-I 702.00 702.00 E-I 702.00

number number scale

number sheet

000

sheet

000

sheet

000

NOTH CORRIDOR

20 Jay Street Suite M03 Brooklyn, New York 11201 718.643.6656 www.leeser.com

UNISTRUT HANGING SYSTEM WITH CLEVIS ROD END, FREQUENCY AND SIZE AS REQUIRED

UNISTRUTHANGING HANGINGSYSTEM SYSTEMWITH WITH UNISTRUT CLEVISROD RODEND, END,FREQUENCY FREQUENCYAND ANDSIZE SIZE CLEVIS ASREQUIRED REQUIRED AS

UNDERSIDE OF STRUCTURE UNDERSIDE OF STRUCTURE UNISTRUT HANGING UNISTRUT SYSTEM HANGING WITH SYSTEM WITH CLEVIS ROD END, CLEVIS FREQUENCY ROD END,AND FREQUENCY SIZE AND SIZE AS REQUIREDAS REQUIRED

CUSTOM EXTRUDED ALUMINUM FRAME

CUSTOMEXTRUDED EXTRUDEDALUMINUM ALUMINUMFRAME FRAME CUSTOM

2" 2"

ALUMINUMCEILING CEILINGBACK BACKPANEL, PANEL, ALUMINUM PAINTEDBLACK BLACK PAINTED

Civil Engineer:

Philip Habib & Associates

102 Madison Avenue, 11th Floor New York, NY 10016 t 212.929.5656 f 212.929.5605

Building & Zoning Law Consultant:

CUSTOM EXTRUDED ALUMINUM CLIPS

Building & Zoning Law Consultant:

William Vitacco Associates

299 Broadway New York, NY 10007 t 212.791.4578 f 212.513.0637

ALUMINUM CEILING BACK PANEL, PAINTED BLACK

YR&G

VHB TAPE

ALUMINUM CEILING PANEL CUSTOM EXTRUDED ALUMINUM FRAME CUSTOM EXTRUDED ALUMINUM ALUMINUM CEILING PANEL LINEAR DIFFUSER FRAME

ALUMINUM CEILING PANEL CONCEALED SPRINKLER HEAD TO ALUMINUM CEILING PANEL LINEAR DIFFUSER ENGINEER'S REQUIREMENTS

William Vitacco Associates

Sustainability Consultant: 161 Bowery, 4th Floor New York, NY 10002 t 917.677.8023 f 917.677.8023

ALUMINUM CEILING ALUMINUM FRONT CEILING PANEL, FRONT PANEL, PAINTED WHITE PAINTED WHITE

1/2"3"TYP GAP

ALUMINUM CEILINGPANEL PANEL CUSTOM EXTRUDED ALUMINUM ALUMINUM CEILING CUSTOM EXTRUDED ALUMINUM FRAME FRAME

ALUMINUM CEILING PANEL CONCEALED SPRINKLER HEAD TO ENGINEER'S REQUIREMENTS

1255 Broad Street, Suite 201 Clifton, NJ 07013 t 973.883.8500 f 973.883.8501

Civil Engineer:

Philip Habib & Associates

299 Broadway New York, NY 10007 t 212.791.4578 f 212.513.0637

ALUMINUM CEILING ALUMINUM BACK CEILING PANEL,BACK PANEL, PAINTED BLACK PAINTED BLACK

ALUMINUMCEILING CEILINGFRONT FRONTPANEL, PANEL, ALUMINUM PAINTEDWHITE WHITE PAINTED

3" 3"

URS

CUSTOM EXTRUDED ALUMINUM FRAME

1255 Broad Street, Suite 201 Clifton, NJ 07013 t 973.883.8500 f 973.883.8501

CUSTOM EXTRUDED ALUMINUM CUSTOM EXTRUDED ALUMINUM CLIPS CLIPS

6 5/8" 6 5/8" 4 3/8" 4 3/8"

4 3/8"

SCHEDULED PARTITION

505 8th Ave, 24th Floor New York, NY 10018 t 212.224.2410 f 212.643.1606 Geotechnical Engineer:

URS

CUSTOM EXTRUDED CUSTOM ALUMINUM EXTRUDED FRAME ALUMINUM FRAME

CUSTOMEXTRUDED EXTRUDEDALUMINUM ALUMINUM CUSTOM CLIPS CLIPS

ALUMINUM CEILING FRONT PANEL, PAINTED WHITE VHB TAPE ALUMINUM CEILING BACK PANEL, ALUMINUM CEILING PANEL CUSTOM EXTRUDED ALUMINUM PAINTED BLACK FRAME ALUMINUM CEILING FRONT PANEL, ALUMINUM VHB TAPE CEILING PANEL PAINTED WHITE ALUMINUM WALL PANEL ALUMINUM CEILING PANEL CUSTOM EXTRUDED ALUMINUM 3/4" PLYWOOD FRAME

6 5/8"

CUSTOM EXTRUDED ALUMINUM ALUMINUM CEILING BACK PANEL, CLIPS PAINTED BLACK

UNISTRUT HANGING SYSTEM WITH CLEVIS ROD END, FREQUENCY AND SIZE AS REQUIRED

505 8th Ave, 24th Floor New York, NY 10018 t 212.224.2410 f 212.643.1606

Sustainability Consultant:

YR&G 161 Bowery, 4th Floor New York, NY 10002 t 917.677.8023 f 917.677.8023

ALUMINUM CEILING FRONT PANEL, PAINTED WHITE

1/2" TYP GAP

VHB TAPE

Landscape Architect:

James Corner Field Operations

James Corner Field Operations 475 Tenth Avenue New York, NY 10018 t 212.433.1450

VHB TAPE

DOMINO - Lot C BUILDING E 3" = 1'-0"

ALUMINUM CEILING - SECTION @@ SPRINKLER ALUMINUM CEILING - SECTION PERIMETER

3" 3" == 1'-0" 1'-0"

ALUMINUM - SECTION @DIFFUSER SPRINKLER ALUMINUM CEILING -CEILING SECTION @ LINEAR

9 10

1'-0" 3" 3" == 1'-0"

ALUMINUM CEILING - SECTION @ FRAME END ALUMINUM CEILING - SECTION @ LINEAR DIFFUSER

8 9

3" 3" == 1'-0" 1'-0"

DOMINO - Lot C BUILDING E

BROOKLYN, NY

7 8

SOUTH CORRIDOR

Landscape Architect:

CUSTOM EXTRUDED ALUMINUM FRAME

475 Tenth Avenue New York, NY 10018 t 212.433.1450

VHB TAPE

RECEPTION

MEP/FS Engineers:

Ettinger Engineering Associates

Geotechnical Engineer:

6 5/8" 6 5/8" 4 3/8" 2" 4 3/8" 2"

1" 2"

NOTH MAILROOM

485 Seventh Ave, Suite 1510 New York, NY 10018 t 212.564.2424 f 212.564.6678

UNDERSIDE OF STRUCTURE

MEP/FS Engineers:

Ettinger Engineering Associates

CLIPS 3"

Structural Engineers:

Rosenwasser/Grossman Consulting Engineers, P.C.

485 Seventh Ave, Suite 1510 New York, NY 10018 t 212.564.2424 f 212.564.6678

UNDERSIDEOF OFSTRUCTURE STRUCTURE UNDERSIDE

UNISTRUT HANGING SYSTEM WITH CLEVIS ROD END, FREQUENCY AND CLEVIS SIZE ROD END, FREQUENCY AND SIZE AS REQUIRED CUSTOM EXTRUDED ALUMINUM

6 5/8"

CLEVIS ROD END, FREQUENCY AND SIZE

XTRUDED ALUMINUM

20 Jay Street Suite M03 Brooklyn, New York 11201 718.643.6656 www.leeser.com

Structural Engineers:

Rosenwasser/Grossman Consulting Engineers, P.C.

CUSTOM EXTRUDED ALUMINUM FRAME UNDERSIDE OF STRUCTURE

4 3/8"

XTRUDED ALUMINUM FRAME

HANGING SYSTEM WITH D END, FREQUENCY AND SIZE ED

ALUMINUM CEILING - SECTION @ FRAME END

3" = 1'-0"

BROOKLYN, NY

seal:

LASER CUT OPENING

UNISTRUT HANGING SYSTEM WITH CLEVIS ROD END, FREQUENCY AND SIZE AS REQUIRED

LEASING OFFICE

LASER CUT OPENING

CUSTOM EXTRUDED ALUMINUM FRAME

Z-CLIP

1/2"

3/4" PLYWOOD

VHB TAPE

PROGRESS SET LOBBY PROGRESS LOBBY PROGRESS ROOFTOP LANDSCAPE ROOFTOP LANDSCAPE MILLWORK PACKAGE

VHB TAPE

1/2" TYP GAP 3/8"

3/8"

WALL PANEL - SECTION @ PERIMETER ALUMINUM CEILING - SECTION @ FRAMEFRAME CENTER

6" 3" == 1'-0" 1'-0"

4" ALUMINUM CEILING PANEL ASSEMBLY

1'-0" 3" 6" == 1'-0"

ALUMINUM CEILING - SECTION @@ PERIMETER WALL PANEL - SECTION FLOOR

4 5

ALUMINUM CEILING FRONT PANEL, PAINTED WHITE

6" 3" == 1'-0" 1'-0"

WALL PANEL - SECTION @ FLOOR

3 4

6" = 1'-0"

ALUMINUM CEILING - SECTION @ PERIMETER

3" = 1'-0"

ALUMINUM CEILING - SECTION @ SPRINKLER

CUSTOM ALUMINUM FRAME

3" = 1'-0"

ALUMINUM CEILING - SECTION @ LIN

SCHEDULED PARTITION

UNDERSIDE OF STRUCTURE

CUSTOM ALUMINUM CLIPS, FASTENED TO BACK PANEL

ALUMINUM CEILING PANEL CUSTOM EXTRUDED ALUMINUM FRAME ALUMINUM CEILING PANEL CONCEALED SPRINKLER HEAD TO ENGINEER'S REQUIREMENTS

TERRAZZO WALL PANEL

UNISTRUT HANGING SYSTEM WITH CLEVIS ROD END, FREQUENCY AND SIZE AS REQUIRED CUSTOM ALUMINUM CLIPS, FASTENED TO BACK PANEL

CUSTOM EXTRUDED ALUMINUM FRAME

CUSTOM ALUMINUM FRAME

1/2"

6 5/8"

1/8" ALUMINUM PERIMETER ANGLE, PAINTED WHITE

4 3/8" 2"

6 5/8"

CUSTOM EXTRUDED ALUMINUM CLIPS

ALUMINUM CEILING BACK PANEL, PAINTED BLACK

ALUMINUM CEILING FRONT PANEL, PAINTED WHITE

1/2" TYP GAP

4 3/8"

3/4" PLYWOOD

3/8"

VHB TAPE CUSTOM EXTRUDED ALUMINUM FRAME, PAINTED BLACK 1/8" ALUMINUM FRONT PANEL, PAINTED WHITE

VHB TAPE

20 Jay Street Suite M03 Brooklyn, New York 11201 718.643.6656 www.leeser.com

CUSTOM EXTRUDED ALUMINUM FRAME, PAINTED BLACK

Structural Engineers:

ALUMINUM CEILNG PANEL ASSEMBLY

Rosenwasser/Grossman Consulting Engineers, P.C.

ALUMINUM CEILNG PANEL ASSEMBLY

485 Seventh Ave, Suite 1510 New York, NY 10018 t 212.564.2424 f 212.564.6678

UNDERSIDE OF STRUCTURE

UNISTRUT HANGING SYSTEM WITH CLEVIS ROD END, FREQUENCY AND SIZE AS REQUIRED

1255 Broad Street, Suite 201 Clifton, NJ 07013 t 973.883.8500 f 973.883.8501

LASER CUT OPENINGS

ALUMINUM ACCESS PANEL FOR LIGHT FIXTURE INSTALLATION, FLUSH WITH PANEL FACE, NO VISIBLE FASTENERS

Civil Engineer:

Building & Zoning Law Consultant:

4 3/8"

Landscape Architect:

James Corner Field Operations

- EXPLODED VIEW CUSTOM EXTRUDED ALUMINUMMW-103 - ALUMINUM CEILING PANEL ASSEMBLY 475 Tenth Avenue New York, NY 10018 FRAME

1 1/2" = 1'-0"

MW-103 - CEILING SYSTEM - EXPLODED VIEW

1" = 1'-0"

t 212.433.1450

VHB TAPE

c 2017 LEESER ARCHITECTURE, PLLC

YR&G 161 Bowery, 4th Floor New York, NY 10002 t 917.677.8023 f 917.677.8023

VHB TAPE

1 1/2" = 1'-0"

MILLWORK - LOBBY METAL PANELS

CUSTOM ALUMINUM CLIPS, FASTENED TO BACK PANEL

SUSPENDED LIGHT FIXTURE start of phase

start of phase

checked by

Sustainability Consultant:

ALUMINUM CEILING FRONT PANEL, PAINTED WHITE

1/2" TYP GAP

MW-103 - ALUMINUM CEILING PANEL ASSEMBLY - EXPLODED VIEW

title

MILLWORK - LOBBY METAL PANELS

SUSPENDED LIGHT FIXTURE

William Vitacco Associates

6 5/8"

title

102 Madison Avenue, 11th Floor New York, NY 10016 t 212.929.5656 f 212.929.5605

299 Broadway New York, NY 10007 t 212.791.4578 f 212.513.0637

ALUMINUM CEILING BACK PANEL, PAINTED BLACK

ALUMINUM CEILING FRONT PANEL, PAINTED WHITE

ALUMINUM CEILING PANEL LINEAR DIFFUSER

ALUMINUM ACCESS PANEL FOR LIGHT FIXTURE INSTALLATION, FLUSH WITH PANEL FACE, NO VISIBLE FASTENERS

Philip Habib & Associates

ALUMINUM CEILING PANEL CUSTOM EXTRUDED ALUMINUM FRAME

6" = 1'-0"

URS

CUSTOM EXTRUDED ALUMINUM CLIPS

ALUMINUM CEILING BACK PANEL, PAINTED BLACK

WALL PANEL - SECTION @ PERIMETER FRAME

Geotechnical Engineer:

ALUMINUM CEILING FRONT PANEL,

CUSTOM EXTRUDED ALUMINUM CLIPS

3" = 1'-0"

key plan

505 8th Ave, 24th Floor New York, NY 10018 t 212.224.2410 f 212.643.1606

PAINTED WHITE CUSTOM EXTRUDED ALUMINUM FRAME

LASER CUT OPENINGS

ALUMINUM CEILING - SECTION @ FRAME CENTER key plan

MEP/FS Engineers:

Ettinger Engineering Associates

scale

E-I 703.00

number

sheet

MW-103 - CEILING SYSTEM - EXPLODED VIEW

1" = 1'-0"

000

c 2017 LEESER ARCHITECTURE, PLLC

ALUMINUM CEILING FRONT PANEL, PAINTED WHITE

CUSTOM EXTRUDED ALUMINUM FRAME

scale

E-I 703.00

number

sheet

ALUMINUM CEILING BACK PANEL, PAINTED BLACK

000

DOMINO - Lot C BUILDING E 3" = 1'-0"

ALUMINUM CEILING - SECTION @ FRAME END

3" = 1'-0"

BROOKLYN, NY CUSTOM EXTRUDED ALUMINUM FRAME, PAINTED BLACK

seal:

LASER CUT OPENING 20 Jay Street Suite M03 Brooklyn, New York 11201 718.643.6656 www.leeser.com

NOT FOR CONSTRUCTION UNISTRUT HANGING SYSTEM WITH CLEVIS ROD END, FREQUENCY AND SIZE AS REQUIRED

PROGRESS SET LOBBY PROGRESS LOBBY PROGRESS ROOFTOP LANDSCAPE ROOFTOP LANDSCAPE MILLWORK PACKAGE

UNISTRUT HANGING SYSTEM WITH CLEVIS ROD END, FREQUENCY AND SIZE AS REQUIRED

CUSTOM EXTRUDED ALUMINUM FRAME

CUSTOM EXTRUDED ALUMINUM CLIPS

MEP/FS Engineers:

505 8th Ave, 24th Floor New York, NY 10018 t 212.224.2410 f 212.643.1606

URS 1255 Broad Street, Suite 201 Clifton, NJ 07013 t 973.883.8500 f 973.883.8501 Civil Engineer:

Philip Habib & Associates

VHB TAPE

2 5/8" CONCRETE SLAB

6 5/8"

3/8" TERRAZZO FLOOR

ALUMINUM CEILING FRONT PANEL, PAINTED WHITE

6 5/8"

ALUMINUM CEILING BACK PANEL, PAINTED BLACK 4 3/8"

1/2" TERRAZZO WALL BASE

ALUMINUM CEILING BACK PANEL, PAINTED BLACK

ALUMINUM CEILING PANEL CUSTOM EXTRUDED ALUMINUM FRAME 3"

ALUMINUM WALL PANEL 3/4" PLYWOOD SCHEDULED PARTITION

ALUMINUM CEILING PANEL SUSPENDED GWB CEILING

ALUMINUM CEILING BACK PANEL, PAINTED BLACK

ALUMINUM CEILING FRONT PANEL, PAINTED WHITE

ALUMINUM VHB TAPE CEILING PANEL

STRUCTURAL FLOOR SLAB

ALUMINUM CEILING FRONT PANEL, PAINTED WHITE

ALUMINUM CEILING PANEL CUSTOM EXTRUDED ALUMINUM FRAME

ALUMINUM CEILING PANEL CONCEALED SPRINKLER HEAD TO ENGINEER'S REQUIREMENTS

ALUMINUM CEILING PANEL LINEAR DIFFUSER

102 Madison Avenue, 11th Floor New York, NY 10016 t 212.929.5656 f 212.929.5605 Building & Zoning Law Consultant:

William Vitacco Associates 299 Broadway New York, NY 10007 t 212.791.4578 f 212.513.0637

ALUMINUM CEILING BACK PANEL, PAINTED BLACK 1/2" TYP GAP

Sustainability Consultant:

YR&G 161 Bowery, 4th Floor New York, NY 10002 t 917.677.8023 f 917.677.8023

ALUMINUM CEILING FRONT PANEL, PAINTED WHITE VHB TAPE

Landscape Architect:

James Corner Field Operations

CUSTOM EXTRUDED ALUMINUM FRAME

475 Tenth Avenue New York, NY 10018 t 212.433.1450

VHB TAPE

1/8" ALUMINUM PERIMETER ANGLE ALUMINUM CEILING PANEL ASSEMBLY

DOMINO - Lot C BUILDING E ALUMINUM CEILING - SECTION @ PERIMETER

3" = 1'-0"

ALUMINUM CEILING - SECTION @ SPRINKLER

3" = 1'-0"

ALUMINUM CEILING - SECTION @ LINEAR DIFFUSER

3" = 1'-0"

ALUMINUM CEILING - SECTION @ FRAME END

3" = 1'-0"

BROOKLYN, NY

seal:

LASER CUT OPENING

WALL PANEL - SECTION @ FLOOR

6" = 1'-0"

NOT FOR CONSTRUCTION 1/8" ALUMINUM FRONT PANEL, PAINTED WHITE 1/8" ALUMINUM BACK PANEL, PAINTED BLACK

SCHEDULED PARTITION

UNDERSIDE OF STRUCTURE

TERRAZZO WALL PANEL

UNISTRUT HANGING SYSTEM WITH CLEVIS ROD END, FREQUENCY AND SIZE AS REQUIRED

Z-CLIP VHB TAPE CUSTOM EXTRUDED ALUMINUM FRAME, PAINTED BLACK

CUSTOM EXTRUDED ALUMINUM FRAME 1/2"

3/4" PLYWOOD

VHB TAPE

1/8" ALUMINUM PERIMETER ANGLE, PAINTED WHITE

1/2" TERRAZZO WALL BASE

3/4" PLYWOOD, PAINTED BLACK CUSTOM EXTRUDED ALUMINUM CLIPS

CUSTOM ALUMINUM FRAME

6 5/8"

3/8" TERRAZZO FLOOR /8"

3" = 1'-0"

a Ground floor plan b Ground reflected ceiling plan c Lobby elevation 1 d Lobby elevation 2 e Lobby elevation 3 f Lobby elevation 4 g Reception desk details h Interior perspectives i Metal panels details j Section at lobby k Metal panels RCP l Floor metal inlays plan m Axonometric

2 1/2"

ALUMINUM CEILING FRONT PANEL, PAINTED WHITE

LASER CUT OPENINGS

Ettinger Engineering Associates

Geotechnical Engineer:

1" 2"

3/4" PLYWOOD, PAINTED BLACK

2 1/2"

UNDERSIDE OF STRUCTURE

6 5/8"

VHB TAPE

CUSTOM EXTRUDED ALUMINUM CLIPS

UNDERSIDE OF STRUCTURE

4 3/8"

01.16.17 01.23.17 02.07.17 02.13.17 03.31.17 04.07.17

CUSTOM EXTRUDED ALUMINUM FRAME, PAINTED BLACK

Structural Engineers:

485 Seventh Ave, Suite 1510 New York, NY 10018 t 212.564.2424 f 212.564.6678

CLEVIS ROD END, FREQUENCY AND SIZE

issue:

VHB TAPE

UNDERSIDE OF STRUCTURE

Z-CLIP

Rosenwasser/Grossman Consulting Engineers, P.C.

CUSTOM EXTRUDED ALUMINUM FRAME

4 3/8"

1/8" ALUMINUM BACK PANEL, PAINTED BLACK

1/8" ALUMINUM FRONT PANEL, PAINTED WHITE

6 5/8"

METER

ALUMINUM CEILING PANEL ASSEMBLY

ALUMINUM WALL PANEL CEILING - SECTION - SECTION @ PERIMETER @ PERIMETER FRAME

UNDERSIDE OF STRUCTURE

FFUSER

1/8" ALUMINUM PERIMETER ANGLE

1/8" ALUMINUM FRONT PANEL, PAINTED WHITE

5 6

ALUMINUM CEILING BACK PANEL, PAINTED BLACK

ALUMINUM WALL PANEL 3/4" PLYWOOD

ALUMINUM CEILING PANEL SUSPENDED GWB CEILING

1/8" ALUMINUM PERIMETER ANGLE

/8"

3" = 1'-0"

STRUCTURAL FLOOR SLAB

ALUMINUM VHB TAPE CEILING PANEL

SCHEDULED PARTITION

3/8"

ALUMINUM CEILING PANEL SUSPENDED GWB CEILING

ALUMINUM CEILING PANEL CUSTOM EXTRUDED ALUMINUM FRAME

SOUTH MAILROOM

2" 3/8"

CUSTOM EXTRUDED ALUMINUM FRAME, PAINTED BLACK 1/8" ALUMINUM VHB TAPEFRONT PANEL, PAINTED WHITE

6 5/8"

STRUCTURAL FLOOR SLAB

ALUMINUM CEILING FRONT PANEL, PAINTED WHITE VHB TAPE

RUDED ALUMINUM TED BLACK

4 3/8"

6 5/8"

4 3/8"

ALUMINUM CEILING BACK PANEL, PAINTED BLACK

EILING FRONT PANEL, TE

CUSTOM EXTRUDED ALUMINUM CLIPS

VHB TAPE

2 5/8" CONCRETE SLAB

EILING BACK PANEL, CK

CUSTOM EXTRUDED ALUMINUM FRAME

ALUMINUM CEILING FRONT PANEL, PAINTED WHITE

3/8" TERRAZZO FLOOR 2 1/2"

2 5/8" CONCRETE SLAB

UNISTRUT HANGING SYSTEM WITH CLEVIS ROD END, FREQUENCY AND SIZE AS REQUIRED

ALUMINUM CEILING BACK PANEL, PAINTED BLACK

1/2" TERRAZZO WALL BASE

3/8" TERRAZZO FLOOR 2 1/2"

LOBBY

PROGRESS SET LOBBY PROGRESS LOBBY PROGRESS ROOFTOP LANDSCAPE ROOFTOP LANDSCAPE MILLWORK PACKAGE

1" 2"

3/4" PLYWOOD, PAINTED BLACK

1/2" TERRAZZO WALL BASE

1/8" ALUMINUM PERIMETER ANGLE, PAINTED WHITE

4 3/8" 2"

6 5/8"

CUSTOM EXTRUDED ALUMINUM 1/8" ALUMINUM PERIMETER CLIPS ANGLE, PAINTED WHITE

01.16.17 01.23.17 02.07.17 02.13.17 03.31.17 04.07.17

CUSTOM EXTRUDED ALUMINUM FRAME, PAINTED BLACK

3/4" PLYWOOD, PAINTED BLACK

UDED ALUMINUM

UNDERSIDE OF STRUCTURE

CLEVIS ROD END, FREQUENCY AND SIZE CUSTOM EXTRUDED ALUMINUM CLIPS 3"

issue:

VHB TAPE

01.16.17 01.23.17 02.07.17 02.13.17 03.31.17 04.07.17

CUSTOM EXTRUDED ALUMINUM FRAME, PAINTED BLACK

CUSTOM EXTRUDED ALUMINUM FRAME 3/4" PLYWOOD

Z-CLIP

issue:

VHB TAPE

1/2"

1/8" ALUMINUM BACK PANEL, PAINTED BLACK

6 5/8"

UDED ALUMINUM FRAME

1/8" ALUMINUM BACK PANEL, PAINTED BLACK

4 3/8"

TERRAZZO WALL PANEL

SCHEDULED PARTITION

TERRAZZO WALL PANEL UNISTRUT HANGING SYSTEM WITH CLEVIS ROD END, FREQUENCY AND SIZE AS REQUIRED

6 5/8"

UNDERSIDE OF STRUCTURE SCHEDULED PARTITION

1/8" ALUMINUM FRONT PANEL, PAINTED WHITE

F STRUCTURE

NGING SYSTEM WITH ND, FREQUENCY AND SIZE

NOT FOR CONSTRUCTION

4 3/8"

NOT FOR CONSTRUCTION 1/8" ALUMINUM FRONT PANEL, PAINTED WHITE

01.16.17 01.23.17 02.07.17 02.13.17 03.31.17 04.07.17

PROGRESS SET LOBBY PROGRESS LOBBY PROGRESS ROOFTOP LANDSCAPE ROOFTOP LANDSCAPE MILLWORK PACKAGE

MW-103 - ALUMINUM CEILING PANEL ASSEMBLY - EXPLODED VIEW

1 1/2" = 1'-0"

ALUMINUM CEILING - SECTION

DOMINO

20 Jay Street Suite M03 Brooklyn, New York 11201 718.643.6656 www.leeser.com Structural Engineers:

Rosenwasser/Grossman Consulting Engineers, P.C. 485 Seventh Ave, Suite 1510 New York, NY 10018 t 212.564.2424 f 212.564.6678 MEP/FS Engineers:

Ettinger Engineering Associates 505 8th Ave, 24th Floor New York, NY 10018 t 212.224.2410 f 212.643.1606 Geotechnical Engineer:

URS 1255 Broad Street, Suite 201 Clifton, NJ 07013 t 973.883.8500 f 973.883.8501 Civil Engineer:

Philip Habib & Associates 102 Madison Avenue, 11th Floor New York, NY 10016 t 212.929.5656 f 212.929.5605 Building & Zoning Law Consultant:

William Vitacco Associates 299 Broadway New York, NY 10007 t 212.791.4578 f 212.513.0637 Sustainability Consultant:

YR&G 161 Bowery, 4th Floor New York, NY 10002 t 917.677.8023 f 917.677.8023 Landscape Architect:

James Corner Field Operations 475 Tenth Avenue New York, NY 10018 t 212.433.1450

DOMINO - Lot C BUILDING E BROOKLYN, NY

seal:

NOT FOR CONSTRUCTION The design, drawings, specifications, plans & measurements, etc., contained in these documents are solely for use in implementation of the Project identified herein. Irrespective of the ownership of the Documents or any Copyright associated with them, use of these Documents for any purpose other than as expressly authorized, in writing, by the Architect voids the promises, representations and warranties of the Architect, if any, normally associated with the Architect's Professional Services as evidenced by the Architect's Seal. All Rights Are Reserved. issue:

01.16.17 01.23.17 02.07.17 02.13.17 03.31.17 04.07.17

PROGRESS SET LOBBY PROGRESS LOBBY PROGRESS ROOFTOP LANDSCAPE ROOFTOP LANDSCAPE MILLWORK PACKAGE

GYM AMENITY

ECH-1

ETB-1

ELEVATOR VESTIBULE 1 AMENITY

ECH-1

RESTROOM AMENITY

ECH-1

ETB-1 STUDIO - GYM AMENITY

ECH-1

key plan

LEGEND = CONCRETE FLOOR TILES = CAST CONCRETE (STRUCTURE)

20 Jay Street Suite M03 Brooklyn, New York 11201 718.643.6656 www.leeser.com

20 Jay Street Suite M03 Brooklyn, New York 11201 title 718.643.6656 AMENITY www.leeser.com

= SCHEDULED PARTITION - SEE ARCH PARTITION TYPES E-A 011a.00 & E-A011b.00 = MILLWORK

FLOOR FURNITU PLAN - GYM

= CARPET - INSET Structural Engineers:

Structural Engineers:

Rosenwasser/Grossman Consulting Engineers, P.C.

= RUBBER TOPPER WITH JACKSLAB

485 Seventh Ave, Suite 1510 New York, NY 10018 t 212.564.2424 f 212.564.6678

= CONCRETE PEDESTAL PAVERS

4'-8"

10'-0"

MEP/FS Engineers:

505 8th Ave, 24th Floor New York, NY 10018 t 212.224.2410 f 212.643.1606 scale

= WOOD PLANK FLOOR

505 8th Ave, 24th Floor New York, NY 10018 t 212.224.2410 f 212.643.1606

10'-0"

Geotechnical Engineer:

URS

4'-8"

CHR-2

Civil Engineer:

SITE E - LEVEL 16 - GYM - FURNITURE PLAN

10'-8"

102 Madison Avenue, 11th Floor New York, NY 10016 t 212.929.5656 f 212.929.5605

CCH-1

Building & Zoning Law Consultant:

Philip Habib & Associates

1/4" = 1'-0"

102 Madison Avenue, 11th Floor New York, NY 10016 sheet t 212.929.5656 f 212.929.5605

CCH-1

Sustainability Consultant:

YR&G

Landscape Architect:

21'-4"

12'-0"

475 Tenth Avenue New York, NY 10018 t 212.433.1450

4'-8"

14'-10"

DOMINO - Lot C BUILDING E

5'-0"

475 Tenth Avenue New York, NY 10018 t 212.433.1450

51'-0"

8'-4"

CHR-8

UPTOWN LOUNGE AMENITY

2'-7"

14'-10"

FL: WD-101

BROOKLYN, NY

seal:

GAME LOUNGE AMENITY

DOMINO - Lot C BUILDING E

GAME ROOM AMENITY

CHR-2

BROOKLYN, NY 5'-0"

James Corner Field Operations

TBL-4

James Corner Field Operations

5'-0"

161 Bowery, 4th Floor New York, NY 10002 t 917.677.8023 f 917.677.8023

TBL-1

Landscape Architect:

5'-0"

000

William Vitacco Associates 299 Broadway New York, NY 10007 t 212.791.4578 f 212.513.0637

161 Bowery, 4th Floor New York, NY 10002 t 917.677.8023 f 917.677.8023

04 E-I 801.00

Building & Zoning Law Consultant:

William Vitacco Associates

FL: CP-104

E-I 132.00

1255 Broad Street, Suite 201 number Clifton, NJ 07013 t 973.883.8500 f 973.883.8501

1255 Broad Street, Suite 201 Clifton, NJ 07013 t 973.883.8500 f 973.883.8501

Philip Habib & Associates

299 Broadway New York, NY 10007 t 212.791.4578 f 212.513.0637

CARPET LOUNGE AMENITY

c 2017 LEESER ARCHITECTURE, PLLC

8'-2"

485 Seventh Ave, Suite 1510 New York, NY 10018 t 212.564.2424 f 212.564.6678 start of phase

Ettinger Engineeringchecked Associates by

Ettinger Engineering Associates EQ 4'-8"

Rosenwasser/Grossman Consulting Engineers, P.C.

= SEEDUM

MEP/FS Engineers:

CCH-2

issue:

FL: CP-103

21'-4"

16'-2"

CARPET LOUNGE AMENITY

01.16.17 01.23.17 02.07.17 02.13.17 03.31.17 04.07.17

TBL-3

PROGRESS SET LOBBY PROGRESS LOBBY PROGRESS ROOFTOP LANDSCAPE ROOFTOP LANDSCAPE MILLWORK PACKAGE

CCH-2

TBL-2

PROGRESS SET LOBBY PROGRESS LOBBY PROGRESS ROOFTOP LANDSCAPE ROOFTOP LANDSCAPE MILLWORK PACKAGE

CCH-2

10'-8"

CCH-3

CCH-2

2'-7"

CCH-4

8'-213 16"

17'-6"

20'-0" EQ

14'-1 1/8"

5'-0 3/4"

3'-4 7/8"

EQ.

1'-0 3/4"

F20 13'-0"

10'-0"

EVENT ROOM AMENITY

CHR-1 CHR-11 CHR-11 CHR-11 CHR-11 CHR-11

7'-3 3/4"

2'-912"

CHR-1

FL: WD-101

5'-4"

FL: CP-102

09 E-I 713.00

9 5/8"

CARPET LOUNGE AMENITY

CHR-1

CHR-1 CHR-1

5'-4"

7'-0 1/2"

16'-3"

09 E-I 713.00

2'-912" EQ3

6'-6"

ELEVATOR VESTIBULE 2 AMENITY FL: WD-102

EQ3

STORAGE AMENITY CE: PT-101 WA: PT-101 BS: WB-101 FL: CC-104

OFFICE AMENITY

CORRIDOR AMENITY

FL: CC-104

F20

CHR-11

ECH-1

CHR-11 CHR-11 CHR-11 CHR-11 CHR-11

CHR-1

ECH-1

ETB-1

CHR-11

TBL-9

CHR-1

TBL-5

CHR-1

RESTROOM AMENITY CE: PT-103 WA: PT-103 BS: WB-111 FL: CC-104

ECH-1

EVENT ROOM AMENITY

CHR-1

4'-4 1/2"

WORKING AMENITY

ELEVATOR VESTIBULE 2 AMENITY

STORAGE AMENITY

ECH-1 OFFICE AMENITY

ECH-1

RESTROOM AMENITY

ETB-1

ELEC CLOSET

ECH-1 CHR-3

ECH-1

CHR-3

12'-1112"

9'-2"

TBL-6

CHR-3

18'-4"

LOUNGE AMENITY FL: WD-102

CHR-4

F20 7'-1"

2'-11"

8'-10"

1'-2"

12'-10"

3'-31116"

2'-11"

6'-35 16"

3'-31116"

09 E-I 713.00

LOUNGE AMENITY 3'-11"

CARPET LOUNGE AMENITY 3'-11"

9'-2"

CARPET LOUNGE AMENITY FL: CP-101

5'-4"

FL: CP-100

FL: WD-100

READING AMENITY

CHR-4

TBL-7

CHR-3

4'-9"

LOUNGE AMENITY

CCH-5

CCH-6

CCH-7

DINING AMENITY

CHR-10

CHR-3 CHR-5

key plan

CHR-5

PV-101

TBL-4

GFI

TBL-6

CHR-5

TBL-8

CHR-5

7'-8"

5'-4 3/4"

= CAST CONCRETE (STRUCTURE) title

09 E-I 713.00

GFI

3'-11"

EQ2

18'-8"

EQ2

EQ1

19'-2"

EQ1

F20

= SCHEDULED PARTITION - SEE ARCH PARTITION TYPES E-A 011a.00 & E-A011b.00

ENLARGED AMENITY FLOOR PLAN LOUNGE

CHR-4

CCH-6

CCH-5

CHR-10

CHR-9

= CAST CONCRETE (STRUCTURE)

c 2017 LEESER ARCHITECTURE, PLLC

= WOOD PLANK FLOOR

= CARPET - INSET start of phase

= RUBBER TOPPER WITH JACKSLAB

scale

E-I 111a.00

number

sheet

000

AMENITY FLOOR FURNITURE PLAN LOUNGE

= MILLWORK

checked by

= CONCRETE PEDESTAL PAVERS checked by

= SEEDUM

1/4" = 1'-0"

title

= SCHEDULED PARTITION - SEE ARCH PARTITION TYPES E-A 011a.00 & E-A011b.00

CHR-9

M-000 start of phase

= CONCRETE PEDESTAL PAVERS

SITE E - LEVEL 16 - LOUNGE - FLOOR PLAN

EBE-1

= CONCRETE FLOOR TILES

CCH-7 TBL-7

ETB-2

LEGEND

CHR-3

= MILLWORK = CARPET - INSET = RUBBER TOPPER WITH JACKSLAB

EBE-1

KITCHENETTTE AMENITY

CHR-9

CHR-3

= CONCRETE FLOOR TILES

04 E-I 801.00

11 5/8"

CHR-9 CHR-9

CHR-5

CHR-4 LEGEND

20'-1"

CHR-5

1'-5"

= SEEDUM = WOOD PLANK FLOOR

SITE E - LEVEL 16 - LOUNGE - FURNITURE PLAN

1/4" = 1'-0"

c 2017 LEESER ARCHITECTURE, PLLC

GFI

3'-1112"

EQ5

11'-7 1/4"

key plan U

EQ5

EQ3 EQ3

1'-5 1/4"

3'-7 1/8"

scale

E-I 131.00

number

sheet

000

COOKING

DINING

LOUNGE

GAMING

READING

WORKING

LOUNGE

LOUNGE GYM

MT-106

9'-6"

REFER TO PAGE I-500 FOR STAIR DETAILS

11'-6"

a Amenity perspective b Gym perspective c Lounge floor plan d Lounge & gym furniture plans e Axonometric f Amenity stair elevation g Amenity stair section h Stair section- base i Stair section- top

FE-102

20 Jay Street Suite M03 Brooklyn, New York 11201 718.643.6656 www.leeser.com

07 E-I 801.00

Structural Engineers:

Rosenwasser/Grossman Consulting Engineers, P.C. 485 Seventh Ave, Suite 1510 New York, NY 10018 t 212.564.2424 f 212.564.6678

WD-102

MEP/FS Engineers:

Ettinger Engineering Associates 505 8th Ave, 24th Floor New York, NY 10018 t 212.224.2410 f 212.643.1606

Geotechnical Engineer:

URS 1255 Broad Street, Suite 201 Clifton, NJ 07013 t 973.883.8500 f 973.883.8501 Civil Engineer:

Philip Habib & Associates 102 Madison Avenue, 11th Floor New York, NY 10016 t 212.929.5656 f 212.929.5605 Building & Zoning Law Consultant:

William Vitacco Associates 299 Broadway New York, NY 10007 t 212.791.4578 f 212.513.0637 Sustainability Consultant:

YR&G 161 Bowery, 4th Floor New York, NY 10002 t 917.677.8023 f 917.677.8023

Lounge – Stair

Landscape Architect:

½" = 1'-0"

James Corner Field Operations

1/2" = 1'-0"

475 Tenth Avenue New York, NY 10018 t 212.433.1450

20 Jay Street Suite M03 Brooklyn, New York 11201 718.643.6656 www.leeser.com

DOMINO - Lot C BUILDING E BROOKLYN, NY

Structural Engineers:

Rosenwasser/Grossman Consulting Engineers, P.C. 485 Seventh Ave, Suite 1510 New York, NY 10018 t 212.564.2424 f 212.564.6678

seal:

5'-9"

(CONTINUOUS CEILING COVE - LIGHT F17)

MEP/FS Engineers:

5'-9"

ENLARGED RCP - AMENITY STAIRCASE

Ettinger Engineering Associates 505 8th Ave, 24th Floor New York, NY 10018 t 212.224.2410 f 212.643.1606

(EXTERIOR ENCLOSURE)

5'-10 3/4"

Geotechnical Engineer:

URS

PT-100

1255 Broad Street, Suite 201 Clifton, NJ 07013 t 973.883.8500 f 973.883.8501

NOT FOR CONSTRUCTION

10"

6" 10"

FE-101

3/8" STEEL PLATE

13'-3"

issue:

11'-6"

STRINGER (HSS 16X8X5/8), REFER TO STRUCTURAL DETAILS

3"X3" ALUMINUM PROFILE, PT TO MATCH FE-103

(INTERIOR AMENITY FLOOR)

14'-1"

13'-3"

14'-1"

REVEAL, 4"X4" ALUMINUM PROFILE, PT TO MATCH FE-103 (INTERIOR AMENITY FLOOR)

11'-6"

METAL PLATE COVER STEEL PLATE CONNECTED 3/8" WITH Z-CLIPS TO FRAMING AND WELDED TO GUARDRAILS

01.16.17 01.23.17

PROGRESS SET LOBBY PROGRESS

02.13.17 03.31.17 04.07.17

ROOFTOP LANDSCAPE ROOFTOP LANDSCAPE MILLWORK PACKAGE

(TO AMENITY LOUNGE)

07 E-I 801.00

07 E-I 801.00 STRINGER (HSS 16X8X5/8), REFER TO STRUCTURAL DETAILS

CANE DETECTION RAIL

WD-102 INTERIOR SECTION - E/W - AMENITY STAIR - TOP

1/2" = 1'-0"

INTERIOR SECTION - N/S - AMENITY STAIR

WD-102 INTERIOR SECTION - E/W - AMENITY STAIR - BASE

1/2" = 1'-0"

6 3/4"

11"

1/2" = 1'-0"

INTERIOR SECTION - E/W - AMENITY STAIR - TOP

5'-9"

(EXTERIOR ENCLOSURE)

WD-102

1/2" = 1'-0"

(TYP. EXTERIOR ROOF PAVERS CONTINUED, SEE EXTERIOR MATERIAL SCHEDULE)

(INTERIOR AMENITY FLOOR)

3/8" STEEL PLATE

STRINGER (HSS 16X8X5/8), REFER TO STRUCTURAL DETAILS 1/4" STEEL PLATE

6'-0 3/8"

REVEAL, 4"X4" ALUMINUM PROFILE, PT TO MATCH FE-103

LOBBY PROGRESS 02.07.17 3/8" STEEL PLATE

1/4" STEEL PLATE

WD-102

FE-101

NOT FOR STUD CONSTRUCTION 4" METAL

FRAMING

2'-7"

PT-108 (1x) 5/8 HI-IMPACT GYPSUM WALL

9'-6"

13'-3"

seal:

open to Event Room

REVEAL, REVEAL, 4"X4" ALUMINUM PROFILE, 4"X4" ALUMINUM PROFILE, PT TO MATCHPT FE-103 TO MATCH FE-103

BENT METAL PLATE, WELDED TO STRINGER AND GUARD RAILS STRINGER (HSS 12X6X5/8), REFER TO STRUCTURAL DETAILS

3/8" STEEL PLATE

BROOKLYN, NY

14'-1"

8'-4 3/4" 4'-0 1/2"

2'-10"

3"X3" ALUMINUM PROFILE, PT TO MATCH FE-103

REVEAL, 4"X4" ALUMINUM PROFILE, PT TO MATCH FE-103

(1x) 5/8 HI-IMPACT GYPSUM WALL 4" METAL STUD

2'-10"

TRIM BEHIND GUARD WALL (1x) 5/8 HI-IMPACT GYPSUM WALL

DOMINO - Lot C BUILDING E

REVEAL, 4"X4" ALUMINUM PROFILE, PT TO MATCH CEILING

1 LAYER 5/8" GWB

(EXTERIOR ACCESSIBLE ROOF)

6'-10 1/2"

James Corner Field Operations

PT-108

FE-102 ON 2 1/2" FURRING

4" METAL STUD 6 1/8"

3/8" STEEL PLATE

9'-6"

Landscape Architect: 475 Tenth Avenue New York, NY 10018

t 212.433.1450 3-5/8" ALUMINUM TRIM, PT TO MATCH FE-103

(TO ELEVATOR VESTIBULE)

(1x) 5/8 HI-IMPACT GYPSUM WALL

9'-6"

1 LAYER 5/8" GWB ON 2 1/2" FURRING

open to South Elevator Vestibule

3-5/8" ALUMINUM TRIM, PT TO MATCH FE-103

10"

(BRIDGE BEAM)

FE-102

6'-10 1/2"

(STAIR ENCLOSURE)

YR&G 161 Bowery, 4th Floor New York, NY 10002 t 917.677.8023 f 917.677.8023

PT-101 WB-101

Sustainability Consultant:

(EXTERIOR ACCESSIBLE ROOF)

11'-6"

1'-0"

(STAIR ENCLOSURE) PROGRESS SET LOBBY PROGRESS LOBBY PROGRESS ROOFTOP LANDSCAPE ROOFTOP LANDSCAPE MILLWORK PACKAGE

10'-0"

6'-10 1/2"

3-5/8" ALUMINUM TRIM, PT TO MATCH FE-103

PT-100

William Vitacco Associates 299 Broadway New York, NY 10007 t 212.791.4578 f 212.513.0637

issue:

01.16.17 01.23.17 02.07.17 02.13.17 03.31.17 04.07.17

102 Madison Avenue, 11th Floor New York, NY 10016 t 212.929.5656 f 212.929.5605

(EXTERIOR ACCESSIBLE ROOF)

25'-3 1/2"

Philip Habib & Associates

Building & Zoning Law Consultant:

10'-0"

(STAIR ENCLOSURE) 4 1/4"

Civil Engineer:

PT-100

EXIT

10'-0"

(EXTERIOR ENCLOSURE)

Lounge – North

½" = 1'-0"

(EXTERIOR ENCLOSURE)

GFI 2

SITE E - ROOF - FLOOR FURNITURE PLAN

1/8" = 1'-0"

c 2017 LEESER ARCHITECTURE, PLLC

Structural Engineers:

Brooklyn, New York 11201 718.643.6656 www.leeser.com

a PROGRESS SET LOBBY PROGRESS LOBBY PROGRESS ROOFTOP LANDSCAPE ROOFTOP LANDSCAPE MILLWORK PACKAGE

sheet

number

000

E-I 133.00

scale

checked by

start of phase

ROOF FURNITURE PLAN

title

key plan

01.16.17 01.23.17 02.07.17 02.13.17 03.31.17 04.07.17

issue:

NOT FOR CONSTRUCTION

seal:

BROOKLYN, NY

DOMINO - Lot C BUILDING E

475 Tenth Avenue New York, NY 10018 t 212.433.1450

James Corner Field Operations

Landscape Architect:

161 Bowery, 4th Floor New York, NY 10002 t 917.677.8023 f 917.677.8023

YR&G

Sustainability Consultant:

299 Broadway New York, NY 10007 t 212.791.4578 f 212.513.0637

William Vitacco Associates

Building & Zoning Law Consultant:

102 Madison Avenue, 11th Floor New York, NY 10016 t 212.929.5656 f 212.929.5605

Philip Habib & Associates

Civil Engineer:

1255 Broad Street, Suite 201 Clifton, NJ 07013 t 973.883.8500 f 973.883.8501

URS

Geotechnical Engineer:

505 8th Ave, 24th Floor New York, NY 10018 t 212.224.2410 f 212.643.1606

Ettinger Engineering Associates

MEP/FS Engineers:

485 Seventh Ave, Suite 1510 New York, NY 10018 t 212.564.2424 f 212.564.6678

Rosenwasser/Grossman Consulting Engineers, P.C.

DOMINO

STEEL FACE PANEL (MT-108) EQ

20 Jay Street Suite M03 Brooklyn, New York 11201 718.643.6656 www.leeser.com

WEATHER PROOF ELECTRICAL OUTLET WHERE INDICATED ON PLAN

Structural Engineers:

Rosenwasser/Grossman Consulting Engineers, P.C.

REFER TO ARCHITECTURE DRAWINGS FOR PERIMETER RAILING ASSEMBLY

BUILDING FACADE

485 Seventh Ave, Suite 1510 New York, NY 10018 t 212.564.2424 f 212.564.6678

BUILDING FACADE F-20 LIGHT FIXTURE

MEP/FS Engineers:

Ettinger Engineering Associates

R6"

STEEL FACE PANEL (MT-108)

299 505 Broadway 8th Ave, 24th Floor Structural Engineers:

BENCH END SECTION

1" = 1'-0"

BENCH ELEVATION

1" = 1'-0"

tt 212.433.1450 Philip Habib & Associates Geotechnical 212.929.5656Engineer: f 212.929.5605 102 Madison Avenue, 11th Floor URS New York, NY 10016

BENCH ELEVATION

1" = 1'-0"

ROOFTOP PERIMETER SECTION

1" = 1'-0"

Sustainability Consultant:

1'-4"

STEEL FACE PANEL (MT-108)

BENCH END SECTION

1" = 1'-0"

BENCH ELEVATION

1" = 1'-0"

07 E-I 712.00

BENCH ELEVATION

06 E-I 712.00

1" = 1'-0"

New York, NY 10018 t 212.433.1450

1/2" SS-100 CLADDING ON 2.5" STAINLESS STEEL HONEYCOMB PANEL

1" = 1'-0"

PLANTER SECTION

BENCH END SECTION

1" = 1'-0"

BENCH ELEVATION

1" = 1'-0"

102 Madison Avenue, 11th Floor Sustainability Consultant: New York, NY 10016 BROOKLYN, NY tYR&G 212.929.5656 f 212.929.5605 161 Bowery, 4th Floor New York, NY 10002

161 Bowery, 4th Floor New York, NY 10002 t 917.677.8023 f 917.677.8023

475 Tenth Avenue New York, NY 10018 t 212.433.1450

1" = 1'-0"

BENCH ELEVATION

3'-0" 2'-9"

07 E-I 712.00

1" = 1'-0"

ROOFTOP PERIMETER SECTION

1" = 1'-0"

FRAME BASE PLATE FRAMEON BASE PLATE ON LEVELING GROUT LEVELING BED, ANCHORED GROUT BED, ANCHORED TOP DECK TOP DECK INSULATION INSULATION TOPPING SLABTOPPING SLOPED SLAB TO DRAIN SLOPED TO DRAIN

DOMINO - Lot C BUILDING E

4 1" =7 1'-0"

GRILL/BAR SECTION GRILL/BAR SECTION 1" = 1'-0"

seal: issue:

01.16.17 01.23.17 02.07.17 02.13.17

06 E-I 712.00

1" =6 1'-0"

PROGRESS SET LOBBY PROGRESS LOBBY PROGRESS ROOFTOP LANDSCAPE

NOT FOR CONSTRUCTION ROOFTOP LANDSCAPE 03.31.17

1" 15'-102

1'-10"

1" 16'-12

07 E-I 712.00

1'-10"

06 E-I 712.00

GRILL/BAR SECTION

1/2" SS-100 CLADDING ON 2.5" STAINLESS STEEL HONEYCOMB PANEL 1" 15'-102 1" 16'-12

15'-11"

1" = 1'-0"

MILLWORK PACKAGE 04.07.17 The design, drawings, specifications, plans &

measurements, etc., contained in these documents are NOT FOR CONSTRUCTION solely for use in implementation of the Project identified

herein. of the ownership of the Documents or The design, drawings, specifications, plansIrrespective & any Copyright with them, use of these measurements, etc., contained in these documentsassociated are Documents for any purpose other than as expressly solely for use in implementation of the Project identified in writing, herein. Irrespective of the ownershipauthorized, of the Documents or by the Architect voids the promises, any Copyright associated with them,representations use of these and warranties of the Architect, if any, normally associated with the Architect's Professional Documents for any purpose other than as expressly Services as promises, evidenced by the Architect's Seal. All Rights Are authorized, in writing, by the Architect voids the Reserved. representations and warranties of the Architect, if any, normally associated with the Architect's Professional Services as evidenced by the Architect's Seal. Alldrawings, Rights Arespecifications, plans & The design, issue: Reserved. measurements, etc., contained in these documents are solely for use in implementation of the Project identified herein. Irrespective ofPROGRESS the ownership of SET the Documents or 01.16.17 issue: any Copyright associated with them, use of these LOBBY PROGRESS 01.23.17 Documents for any purpose other than as expressly authorized, in writing, LOBBY by the Architect voids the promises, PROGRESS 02.07.17 PROGRESS SET 01.16.17 representations and warranties of the Architect, if any, ROOFTOP LANDSCAPE 02.13.17 LOBBY PROGRESS normally associated with the Architect's Professional 01.23.17 LANDSCAPE Services as evidencedROOFTOP by the Architect's Seal. All Rights Are 03.31.17 LOBBY PROGRESS 02.07.17 Reserved. MILLWORK PACKAGE 04.07.17

NOT FOR CONSTRUCTION

1/2" SS-100 CLADDING ON 2.5" STAINLESS STEEL HONEYCOMB PANEL

3'-0" 3"2'-9"

2.5" STAINLESS STEEL 2.5" STAINLESS STEEL HONEYCOMB PANEL SKINNED HONEYCOMB PANEL SKINNED WITH 1/2" CORIAN WITH 1/2" CORIAN

The design, drawings, specifications, plans & seal: measurements, etc., contained in these documents are solely for use in implementation of the Project identified herein. Irrespective of the ownership of the Documents or any Copyright associated with them, use of these Documents for any purpose other than as expressly authorized, in writing, by the Architect voids the promises, representations and warranties of the Architect, if any, normally associated with the Architect's Professional BROOKLYN, NY Services as evidenced by the Architect's Seal. All Rights Are Reserved.

seal:

GRILL/BAR SECTION GRILL/BAR SECTION 1" = 1'-0"

02.13.17 03.31.17 04.07.17

3'-0" 2'-9"

10 E-I 714

DOMINO - Lot C BUILDING E

DOMINO - Lot C James Corner Field Operations BUILDING E DOMINO - Lot C 4 BROOKLYN, NY BUILDING ENOT FOR CONSTRUCTION

ROOFTOP PERIMETER SECTION

BROOKLYN, NY

10 E-I 714

Philip Habib & Associates

Building & Zoning Law Consultant: YR&G t 917.677.8023 f 917.677.8023 161 Bowery, 4th Floor seal: STAINLESS INLAY STAINLESS STEEL INLAY STEEL William Vitacco Associates New York, NY 10002 299 Broadway SOFT CLOSE HARDWARE SOFT CLOSE HARDWARE Landscape Architect: t 917.677.8023 f 917.677.8023 New York, NY 10007 James Corner Field Operations t 212.791.4578 f 212.513.0637 1.5" X 1.5" STAINLESS STEEL 1.5" X 1.5" STAINLESS STEEL 475 Tenth Avenue Landscape Architect: New York, NY 10018 TUBE FRAME TUBE FRAME James Corner Field Operations Sustainability Consultant: t 212.433.1450 475 Tenth Avenue YR&G

VIF

1" = 1'-0"

2'-1"

t 212.791.4578 f 212.513.0637

299 Broadway New York, NY 10007 t 212.791.4578 f 212.513.0637

Landscape Architect:

PLANTER SECTION

2'-1"

1255 Broad Street,Law Suite 201 Building & Zoning Consultant:

t 212.929.5656 STAINLESS DOORf 212.929.5605 Clifton, NJ 07013 STAINLESS STEEL DOOR STEEL William Vitacco Associates t 973.883.8500 f 973.883.8501 PULL PULL 299 Broadway Building & Zoning Law Consultant: New York, NY 10007 1/2" SS-100 DOOR 1/2" PANEL SS-100 DOOR PANEL William Vitacco Associates Civil Engineer:

07 E-I 713.00

STEEL FACE PANEL (MT-108)

Geotechnical Engineer:

Landscape 505 8th Ave,Architect: 24th Floor Civil Engineer:

New York, NY 10018 Field Operations James Corner Philip Habib & Associates t 212.224.2410 f 212.643.1606 475 Madison Tenth Avenue 102 Avenue, 11th Floor New New York, York, NY NY 10018 10016

Civil Engineer:

SK-1

2'-9"

07 E-I 713.00

STEEL FACESTEEL PANELPLANTER (MT-108) (MT-108)

161 4th Floor 1255Bowery, Broad Street, Suite 201 New York, 10002 Clifton, NJ NY 07013 917.677.8023 917.677.8023 MEP/FS Engineers: tt 973.883.8500 ff 973.883.8501

2'-9"

STEEL PANEL (MT-108) STEEL FACE PLANTER (MT-108)

New York, NY 10018 YR&G URS t 212.564.2424 f 212.564.6678

Ettinger Engineering Associates

08 E-I 714

VIF

1" = 1'-0"

07 E-I 713.00

BENCH ELEVATION

1/2" SS-100 Geotechnical Engineer: URS 1/2" CEMENT BOARD CLADDING 1/2" CEMENT BOARD CLADDING 1255 Broad Street, Suite 201 Clifton,TUBE NJ 07013FRAME STL TUBE FRAME TO STL 3"FASTENED TOFASTENED t 973.883.8500 f 973.883.8501 F-20 LIGHT FIXTURE 1/2" SS-100

F-20 LIGHT FIXTURE 09 E-I 714

t 212.224.2410 f 212.643.1606

BUILDING FACADE STEEL PLANTER (MT-108)

07 E-I 713.00

VIF

TYPICAL CONCRETE PAVER ASSEMBLY (REFER TO FP FOR PAVER TYPE)

485 Seventh Ave, Suite 1510 New York, NY 10018 t 212.564.2424 f 212.564.6678

MEP/FS Engineers: New New York, York, NY NY 10007 10018 F-20 LIGHT FIXTURE tt 212.791.4578 Rosenwasser/Grossman Ettinger Engineering Associates REFER TO ARCHITECTURE DRAWINGS 212.224.2410 ff 212.513.0637 212.643.1606 505 8th Ave, 24th Floor Consulting Engineers, P.C. FOR PERIMETER RAILING FT-1 ASSEMBLY FT-1 New York, NY 10018 Sustainability Consultant: 485 Seventh Ave, Suite 1510

212.929.5656 ff 212.564.6678 212.929.5605 Consulting Engineers, P.C. tt 212.564.2424 Brooklyn, New York 11201 718.643.6656 Building Engineers: & Zoning Law Consultant: MEP/FS www.leeser.com William Vitacco Associates Ettinger Engineering Associates

F-20 LIGHT FIXTURE

3'-0"

1'-6"

485 Seventh Ave, Suite 1510 New York, York, NY NY 10018 10016 New

BUILDING FACADE

STEEL FACE PANEL (MT-108)

STEEL PLANTER (MT-108)

Suite M03 Geotechnical Engineer: Brooklyn, New York 11201 20 Jay Street URS 718.643.6656 Suite M03 1255 Broad Street, Suite 201 www.leeser.com Clifton, NJ 07013 Brooklyn, New York 11201 t 973.883.8500 f 973.883.8501 718.643.6656 Structural Engineers: www.leeser.com Civil Engineer: Rosenwasser/Grossman REFER TO ARCHITECTURE DRAWINGS Philip HabibEngineers, & Associates Consulting P.C. FOR PERIMETER RAILING ASSEMBLY Structural Engineers: 20 Madison Jay Street 102 Avenue, 11th Floor Rosenwasser/GrossmanSuite M03

07 E-I 713.00

3'-0"

TYPICAL CONCRETE PAVER ASSEMBLY (REFER TO FP FOR PAVER TYPE) BENCH WOOD SLATS (WD-104)

TYPICAL CONCRETE PAVER ON ADJUSTABLE PEDESTAL ASSEMBLY

1'-6" VIF

STEEL PLANTER (MT-108)

STEEL FACE PANEL (MT-108)

TYPICAL CONCRETE PAVER ON ADJUSTABLE LINEAR LEDASSEMBLY LIGHT PEDESTAL FIXTURE

1" = 1'-0"

STEEL PLANTER (MT-108)

BUILDING FACADE

1" = 1'-0"

BENCH WOOD SLATS (WD-104)

LINEAR LED LIGHT FIXTURE

PLANTER SECTION

8 07 E-I 713.00

BENCH ELEVATION 6"

STEEL PLANTER (MT-108) BUILDING FACADE

1'-6"

1" = 1'-0"

R6"

VIF

BUILDING FACADE

1'-6"

1'-4"

1'-6"

TYPICAL CONCRETE PAVER ON ADJUSTABLE PEDESTAL ASSEMBLY

BENCH ELEVATION

R6"

CONCRETE PAVER WEATHER TYPICAL PROOF ELECTRICAL ASSEMBLY (REFER TO FP OUTLET WHERE INDICATED FOR ONPAVER PLAN TYPE)

STEELPANEL FACE (MT-108) PANEL (MT-108) STEEL FACE

STEEL PLANTER (MT-108)

WEATHER PROOF ELECTRICAL OUTLET WHERE INDICATED ON PLAN BENCH WOOD SLATS (WD-104)

LINEAR LED LIGHT FIXTURE

STEEL FACE PANEL (MT-108)

BUILDING FACADE

1'-4"

1'-6"

505 8th Ave, 24th Floor New York, NY 10018 t 212.224.2410 f 212.643.1606 20 Jay Street

F-20 LIGHT FIXTURE

1" 15'-102

1'-10"

1" 16'-12

1'-10"

1" 15'-102 1" 16'-12

15'-11"

3" GRILL/BAR ELEVATION

3/4" = 1'-0"

ROOFTOP LANDSCAPE ROOFTOP LANDSCAPE issue: MILLWORK PACKAGE

01.16.17 01.23.17 02.07.17 02.13.17 03.31.17 04.07.17

PROGRESS SET LOBBY PROGRESS LOBBY PROGRESS ROOFTOP LANDSCAPE ROOFTOP LANDSCAPE MILLWORK PACKAGE

BUILDING FACADE BUILDING FACADE 3"

1" 15'-102 2" X

1'-6"

3'-0" 2'-9"

VIF

TOPPING SLAB SLOPED TO DRAIN

GRILL/BAR SECTION

1" = 1'-0"

PLANTER SECTION

1" = 1'-0"

1" =3 1'-0"

48'-2"

1" 16'-12

STEEL BENCH FRAME ANCHORED TO STRUCTURAL DECK

48'-2"

LINEAR LED LIGHT FIXTURE

3'-63 4"

STEEL KICK PLATE (MT-108) TYPICAL CONCRETE PAVER ASSEMBLY (REFER TO FP FOR PAVER TYPE)

SK-1 50 FT-1°

15'-11"

GRILL/BAR ELEVATION

3/4" = 1'-0"

GRILL/BAR ELEVATION

3/4" = 1'-0"

3'-10"

2" X 2" BENCH WOOD SLATS TYP WITH HIDDEN FASTENERS (WD-104) STEEL PLANTER (MT-108) SK-1 FT-1

GR-1

STEEL BENCH FRAME ANCHORED TO STRUCTURAL DECK

50°

STEEL KICK PLATE (MT-108)

1'-6"

TYPICAL CONCRETE PAVER ASSEMBLY (REFER TO FP FOR PAVER TYPE)

1'-4"

1" 16'-12

08 E-I 712.00

STEEL PLANTER (MT-108)

STEEL STIFFENERS 08 E-I 712.00 title

GRILL/BAR PLAN GR-1

SK-1 FT-1

SS-100

SK-1 FT-1

GR-1

08 E-I 712.00

Rooftop perspective Rooftop furniture plan Picnic & beach areas axonometric Grill/bar axonometric Grill/bar section 1 Grill/bar section 2 Grill/bar section 3 Grill/bar elevation 1 Grill/bar elevation 2 Grill/bar plan

key plan

1" 16'-12

LINEAR LED LIGHT FIXTURE

STEEL STIFFENERS 48'-2" SS-100 15'-11"

1" 1'-32

a b c d e f g h i j 2

BUILDING FACADE

1" 1'-32

R8"

1" 16'-12

GR-1

1" 16'-12

15'-11"

SS-100

5'-11"

4 3/4" = 1'-0"

1" 16'-12

1'-4"

1'-6"

PLANTER SECTION 1" = 1'-0" GRILL/BAR ELEVATION

1" 15'-102 1" 16'-12

15'-11"

R8"

2'-2"

BUILDING FACADE

R8"

1'-6"

3/4" = 1'-0"

TYPICAL SEAT TYPICAL SECTION SEAT SECTION 1" = 1'-0"

1" 15'-102

1'-8"

2'-2"

STEEL PLANTER (MT-108)

2'-2"

1" 15'-102 1" 16'-12

15'-11" SS-100

2" X 2" BENCH WOOD SLATS TYP WITH HIDDEN FASTENERS (WD-104)

STEEL STIFFENERS

VIF

06 E-I 712.00

1" 15'-102

2'-2"

1'-2"

STEEL KICK PLATE STEEL KICK PLATE (MT-108) (MT-108) TYPICAL CONCRETE TYPICAL PAVER CONCRETE PAVER ASSEMBLY (REFER ASSEMBLY TO FP(REFER TO FP FOR PAVER TYPE) FOR PAVER TYPE)

STEEL STIFFENERS STEEL STIFFENERS

GRILL/BAR ELEVATION

3'-63 4"

1/2" SS-100 CLADDING ON 2.5" STAINLESS STEEL HONEYCOMB PANEL

1" 15'-102 1" 16'-12

1" 16'-12

LINEAR LED LIGHT LINEAR FIXTURE LED LIGHT FIXTURE

title plan key

ROOFTOP LANDSCAPE DETAILS

start of phase key plan

checked by

c 2017 LEESER ARCHITECTURE, PLLC

1" = 1'-0"

14°

LINEAR LED LIGHT FIXTURE

STEEL STIFFENERS

06 E-I 712.00

1'-8"

3'-0" 2'-9"

07 E-I 712.00

BUILDING FACADE

STEEL KICK PLATE (MT-108) TYPICAL CONCRETE PAVER ASSEMBLY (REFER TO FP FOR PAVER TYPE)

STEEL BENCHSTEEL FRAMEBENCH FRAME ANCHORED TOANCHORED TO STRUCTURAL STRUCTURAL DECK DECK

STEEL PLANTER STEEL PLANTER (MT-108) (MT-108)

3/4" = 1'-0"

ST-101 IN ALUMINUM TRAY

15'-11"

1" 16'-12

STEEL BENCH FRAME ANCHORED TO STRUCTURAL DECK

5'-11"

2" X 2" BENCH 2" WOOD X 2" BENCH SLATS WOOD SLATS TYP WITH HIDDEN TYP WITH FASTENERS HIDDEN FASTENERS (WD-104) (WD-104)

GRILL/BAR ELEVATION

SS-100

2" X 2" BENCH WOOD SLATS TYP WITH HIDDEN FASTENERS

1'-2"

STEEL PLANTER (MT-108)

1/2" SS-100 CLADDING ON 2.5" STAINLESS STEEL HONEYCOMB PANEL

GRILL/BAR SECTION

STEEL PLANTER END PLATE BEYOND (MT-108)

VIF

2'-9"

3'-0"

INSULATION

1" 16'-12

3'-0" 3"2'-9"

1" 15'-102

TYPICAL CONCRETE PAVER ASSEMBLY (REFER TO FP FOR PAVER TYPE)

STEEL PLANTER (MT-108)

07 E-I 712.00

SS-100 FRAME BASE PLATE ON LEVELING GROUT BED, ANCHORED TOP DECK

1'-2"

STEEL PLANTER (MT-108)

LINEAR LED LIGHT FIXTURE

STAINLESS STEEL INLAY SOFT CLOSE HARDWARE 1.5" X 1.5" STAINLESS STEEL TUBE FRAME

1'-6"

TYPICAL CONCRETE PAVER ON ADJUSTABLE PEDESTAL ASSEMBLY

1'-6"

STEEL KICK PLATE STEEL KICK PLATE (MT-108) (MT-108) TYPICAL CONCRETE TYPICAL PAVER CONCRETE PAVER ASSEMBLY 1/2" SS-100ASSEMBLY CLADDING(REFER ON 2.5" TO FP(REFER TO FP PAVER TYPE) FOR PAVER TYPE) STAINLESS STEELFOR HONEYCOMB PANEL

1'-6"

STAINLESS STEEL DOOR PULL 1/2" SS-100 DOOR PANEL

LINEAR LED LIGHT LINEAR FIXTURE LED LIGHT FIXTURE

scale

title number

ROOFTOP LANDSCAPE DETAILS ROOFTOP LANDSCAPE DETAILS

3/4" = 1'-0" start of phase

E-I 713.00 sheet

000

start of phase title

ROOFTOP LANDSCAPE DETAILS

checked by

3'-63 4"

2.5" STAINLESS STEEL HONEYCOMB PANEL SKINNED WITH 1/2" CORIAN

06 E-I 712.00

3" 14°

R8"

SK-1

07 E-I 712.00

14°

BUILDING FACADE

R8"

10 E-I 714

2'-2"

1" 1'-32

STEEL BENCH FRAMEBENCH FRAME 5'-11" STEEL ANCHORED TOANCHORED TO STRUCTURAL STRUCTURAL DECK DECK

1'-6"

2'-1"

1/2" CEMENT BOARD CLADDING FASTENED TO STL TUBE FRAME

2'-2"

2" BENCH 2" WOOD X 2" BENCH SLATS WOOD SLATS 1 16'-1 TYP WITH TYP WITH FASTENERS HIDDEN FASTENERS 2" HIDDEN

15'-11"

1'-8"

1'-10"

1'-8"

1'-10"

1'-4"

1'-10"

1'-6"

1'-10"

1'-6"

1" 16'-12

FT-1 1/2" SS-100

VIF

1" 15'-102

-LOW IRON TEMPERED GLASS

OPERABLE WINDOWS

ROCKWELL HOTEL TOWER Brooklyn, NY The hotel will rise approximately 300 feet and will include a rooftop bar and pool, a banquet hall, a ballroom, a performance space on the basement level, and a ground floor restaurant and mezzanine that looks onto an outdoor arts plaza. Leeser Architecture was hired to design the building exterior enclosure. RECESSED METAL PANEL

UNITIZED GLAZING SYSTEM

OPERABLE WINDOW

The 200-room Rockwell Place Hotel is designed to accommodate the growing number of visitors flocking to Brooklyn’s emerging cultural district. In a city and borough in the midst of a hotel boom, Leeser’s cutting-edge design is a much anticipated addition to the Downtown Brooklyn skyline. On the rise new hotels, the Wall Street Journal notes “The most impressive is the Marriott Autograph Collection coming to the Brooklyn Academy of Music district. The Wall Street Journal Renderings show a fractured exterior suggesting a glass box that’s been glued back together more than once.” Architect Thomas Leeser says the design reflects the borough itself: “It needed an architectural statement that talked about Brooklyn being a fractured borough of entities, ethnicities and economies.” The 30-story building, made of white fritted glass and metal, will feature dramatic asymmetrical fractures in the façade that reinforce a notion of Brooklyn as multi-faceted and modern. The outdoor arts plaza will rotate local art organizations exhibitions anchoring the hotel as a central public space within the new cultural district

1 A303

GLASS HANDRAIL

My responsibilities included conducting several façade and massing studies, modeling, mock-ups,study renders, and preparing zoning drawings.

BALCONY DOOR

a b c d e f g ROCKWELL FACADE

ELEVATION: WEST 1/16"=1'-0"

Exterior perspective Collage, windows option 1 Collage, windows option 2 Collage, windows option 2 Study render Windows study West Elevation study

ROCKWELL HOTEL TOWER

a Exterior perspective b Windows mock-up c Study renders d Base concept e Penalization f Building section g Zoning

18'-0"

TOP OF SLAB BULKHEAD

EL: +313'-5" (+348.50 NAVD)

EL: +313'-5"

'-6

ELEVATOR MECH. RM.

TOP OF SLAB 29TH FLOOR

EL: +299'-11" (+335.00 NAVD)

EL: +299'-11"

TOP OF SLAB 29TH FLOOR

BAR

EL: +287'-6" (+322.58 NAVD)

299'-11" BUILDING HEIGHT FROM BASE PLANE NO BLDG HEIGHT LIMIT AS PER ZR 101-223(D)

EL: +287'-6" (+322.58 NAVD)

BAR

BOILER

TOP OF SLAB 28TH FLOOR

MECHANICAL

EL: +274'-10" (+309.91 NAVD) TOP OF SLAB 27TH FLOOR

MECHANICAL TRANSFER FLOOR

EL: +264'-3" (+299.33 NAVD) TOP OF SLAB 26TH FLOOR

TOP OF SLAB 28TH FLOOR

MECHANICAL

EL: +274'-10" (+309.91 NAVD) ELEV.

TOP OF SLAB 27TH FLOOR

ROOMS

TOP OF SLAB 26TH FLOOR

EL: +254'-8" (+289.75 NAVD)

TOP OF SLAB 25TH FLOOR

TOP OF SLAB 23RD FLOOR

5'-

EL: +225'-2" (+260.25 NAVD)

TOP OF SLAB 22NDFLOOR

EL: +215'-7" (+250.66 NAVD)

TOP OF SLAB 21ST FLOOR

EL: +196'-5" (+231.50 NAVD)

EL: +196'-5" (+231.50 NAVD) 1'-0"

MECHANICAL TRANSFER FLOOR LOOP B

TOP OF SLAB 19TH FLOOR

50% EXISTING EXTERIOR ENCLOSURE OF NON-CONFORMING BUILDING TO REMAIN (SHADED AREAS). SEE SHEET A-012.00

TOP OF SLAB 20TH FLOOR

CK 60'0" W

'-3

HL 60'AN 0" D PL A

EL: +176'-6"

AXONOMETRIC TOP OF SLAB

BULK DIAGRAM 16

TOP OF SLAB 13TH FLOOR

EL: +128'-7" (+163.66 NAVD) TOP OF SLAB 12TH FLOOR

EL: +119'-0" (+154.08 NAVD)

TOP OF SLAB 11TH FLOOR

EL: +109'-5" (+144.50 NAVD)

TOP OF SLAB 10TH FLOOR

TOP OF SLAB 9TH FLOOR

EL: +89'-6" (+124.58 NAVD)

TOP OF SLAB 8TH FLOOR

LOT:02 TOWER = 56,050.5 SF ABOVE 150'

6TH FLOOR ROOF FF 60'-0"

4TH FLR ROOF FF 39'-0"

WALLS OF EXISTING NON-CONFORMING BUILDING TO REMAIN. SEE AXONOMETRIC BULK DIAGRAMS AND SHEET A-012.00

4TH FLR ROOF FF 39'-0"

8TH FLOOR ROOF FF 79'-2"

EL: +79'-11" (+115.00 NAVD)

TOP OF SLAB 7TH FLOOR

EL: +70'-4" (+105.41 NAVD)

TOP OF SLAB 6TH FLOOR

ELEV.

ROOMS

EL: +60'-9" (+95.83 NAVD)

TOP OF SLAB 5TH FLOOR

BEV. STORAGE

MECH.

EL: +50'-9" (+85.83 NAVD)

TOP OF SLAB 4TH FLOOR

BATHROOM

+ 36.62' NAVD

MARK MORRIS MECHANICAL DANCE GROUP BUILDING

EL: +50'-9"

5 STORIES AGM

4 BATHROOM

VIP LOUNGE

EL: +39'-9" (+74.83 NAVD)

BANQUET

EL: +23'-9" (+58.83 NAVD)

TOP OF SLAB 2ND FLOOR

MECH

BOH/F&B

EL: +13'-0" (+48.08 NAVD)

EL: +1'-0" (+36.08 NAVD)

KITCHEN

TOP OF SLAB CELLAR

BATHROOM

EL: -11'-0" (+24.08 NAVD)

BANQUET

PANTRY

PE1

EL: +39'-9"

ELEC. CLO.

12'-4"

MECH.

5 STORIES

SUPPORT

ELEV.

EL: +13'-0"

48'-4"

47'-10"

12'-10"

RECEPTION

PE2

KITCHEN

EL: +1'-0"

CHEF

SE4

SITE PLAN DIAGRAM

BUILDING 4 SECTION SCALE: 1/16" = 1'-0" 1/16"=1'-0"

LIVE ENT.

BATHROOM

EL: -11'-0"

EL: -23'-0" (+12.08 NAVD)

F&B

60'-6 5/8" SC

ELEV. PIT

RESTAURANT

3 STORIES

TOP OF SLAB SUBCELLAR

ENGINEERS

BATHROOM

RESTAURANT

EL: -11'-0" (+24.08 NAVD)

BANQUET

EL: +23'-9" 2

TOP OF SLAB 1ST FLOOR

LOBBY/F&B

60'-7"

TOP OF SLAB 3RD FLOOR

BANQUET

13'-1"

24'-3"

TOP OF SLAB 3RD FLOOR EL: +23'-9" (+58.83 NAVD)

11'-0"

EL: +39'-9" (+74.83 NAVD)

TOP OF SLAB 4TH FLOOR

MECH.

EL: +60'-9"

LOT:01

TOP OF SLAB 5TH FLOOR

119'-6"

EL: +50'-9" (+85.83 NAVD)

EL: +70'-4"

64'-1"

EL: +60'-9" (+95.83 NAVD)

EL: +89'-6"

EL: +79'-11"

40'-0"

TOP OF SLAB 6TH FLOOR

ROOMS

EL: +109'-5"

20'-0"

+ 36.14' NAVD

+ 36.16' NAVD

CANTILEVER OVER EXISTING BUILDING

80'-6"

EL: +119'-0"

EL: +99'-10"

+ 38.55' NAVD

EL: +128'-7"

+ 37.35' NAVD

7TH FLOOR ROOF FF 69'-7"

20TH FLOOR ROOF FF 196'-5"

+ 35.72' NAVD

+ 37.49' NAVD

20'-0"

64'-8"

96'-11 3/8"

EL: +79'-11" (+115.00 NAVD)

EL: +138'-2"

15'-10"

TOP OF SLAB 8TH FLOOR

3RD FLOOR ROOF FF 23'-0"

6TH FLR ROOF FF 60'-0"

BASE PLANE ELEVATION: +35.41' NAVD

EL: +99'-10" (+134.91 NAVD)

MECHANICAL TRANSFER FLOOR

ROCKWELL PLACE

EL: +99'-10" (+134.91 NAVD)

5TH FLR ROOF FF 50'-0"

EL: +147'-9"

WALLS OF EXISTING NON-CONFORMING BUILDING TO REMAIN. SEE AXONOMETRIC BULK DIAGRAMS AND SHEET A-012.00

+ 35.45' NAVD

TOP OF SLAB 12TH FLOOR

60'-0"

EL: +128'-7" (+163.66 NAVD)

14TH FLOOR ROOF FF 137'-5" 3RD FLOOR ROOF FF 23'-0" 7TH FLOOR ROOF FF 69'-7"

20'-1"

TOP OF SLAB 13TH FLOOR

EL: +157'-4"

60'-0" ASHLAND PLACE 80'-0"

EL: +138'-2" (+173.25 NAVD)

SCALE: NTS

+ 35.40' NAVD

TOP OF SLAB 14TH FLOOR

AXONOMETRIC BULK DIAGRAM LOOKING SOUTH-WEST

6 100'-6"

+ 35.10' NAVD

EL: +147'-9" (+182.83 NAVD)

TOP OF SLAB 14TH FLOOR EL: +138'-2" (+173.25 NAVD)

EL: +166'-11"

ARTS PLAZA

TOP OF SLAB 15TH FLOOR

EL: +186'-1"

'-3

SCALE: NTS EL: +157'-4" (+192.41 NAVD)

EL: +147'-9" (+182.83 NAVD)

1/16"=1'-0"

TOP OF PROPOSED CELLAR SLAB

" '-6

LOOKING NORTH-EAST 5 16TH FLOOR

TOP OF SLAB 15TH FLOOR

BUILDING SECTION

EL: +196'-5"

TOP OF SLAB 17TH FLOOR

EL: +166'-11" (+202.00 NAVD)

TOP OF SLAB 16TH FLOOR

20'-0"

EL: +157'-4" (+192.41 NAVD)

EL: +176'-6" (+211.58 NAVD)

TOP OF SLAB 17TH FLOOR

EL: +206'-0"

TOP OF PROPOSED CELLAR SLAB

60'-0"

EL: +176'-6" (+211.58 NAVD)

EL: +166'-11" (+202.00 NAVD)

EL: +215'-7"

'95

EL SLAB TOP OF LP LA 18TH FLOOR CE

EL: +186'-1" (+221.16 NAVD) RO

TOP OF SLAB 18TH FLOOR

EL: +186'-1" (+221.16 NAVD)

50% EXISTING EXTERIOR ENCLOSURE OF NON-CONFORMING BUILDING TO REMAIN (SHADED AREAS). SEE SHEET A-012.00

EL: +254'-8"

EL: +225'-2"

TOP OF SLAB 19TH FLOOR SE

EL: +264'-3"

EL: +235'-6"

EL: +206'-0" (+241.08 NAVD)

TOP OF SLAB 20TH FLOOR

EL: +274'-10"

EL: +245'-1"

1'-0"

'-0

EL: +215'-7" (+250.66 NAVD)

TOP OF SLAB 21ST FLOOR EL: +206'-0" (+241.08 NAVD)

EL: +287'-6"

OUTLINE OF EXISTING NON-CONFORMING 5-STORY BUILDING. SHADED AREAS INDICATE EXTERIOR WALLS TO REMAIN. SEE SHEET A-012.00

EL: +235'-6" (+270.58 NAVD)

MECHANICAL TRANSFER FLOOR

EL: +225'-2" (+260.25 NAVD)

EL: -23'-0" (+12.08 NAVD)

42" GUARDRAIL

84'-10"(MARK MORRIS)

TOP OF SLAB 23RD FLOOR

MECHANICAL

OUTLINE OF 5-STORY BUILDING (MARK MORRIS DANCE GROUP)

TOP OF SLAB 24TH FLOOR

EL: +235'-6" (+270.58 NAVD)

TOP OF SLAB SUBCELLAR

EL: +245'-1" (+280.16 NAVD)

TOP OF SLAB 24TH FLOOR

TOP OF SLAB CELLAR

EL: +254'-8" (+289.75 NAVD)

TOP OF SLAB 25TH FLOOR EL: +245'-1" (+280.16 NAVD)

TOP OF SLAB 1ST FLOOR

EL: +264'-3" (+299.33 NAVD)

ROOMS

MECHANICAL

299'-11" BUILDING HEIGHT FROM BASE PLANE NO BLDG HEIGHT LIMIT AS PER ZR 101-223(D)

EL: +299'-11" (+335.00 NAVD)

'-7

TOP OF SLAB 72'-6 " ROOF

ELEVATOR OVERRUN

61'-1" (TFANA MUSEUM)

TOP OF SLAB ROOF

LOCKER RM

LAUNDRY

LAFAYETTE AVENUE

EL: -23'-0"

MOI HELIPORT AIRBASE Various, Saudi Arabia Omrania & Associates was awarded the contract to design a prototype of an airbase. The heliport is a complete complex, composing of the helicopter hangars, different housing options (villas, flats), recreation building, medical clinic, dispensaries and units. It will either be an independent compound that sits on its own or the supporting facilities could be attached to an existing airbase. The size of the project is 490,000 mÂ˛ and the budge is 106 million USD. The client is The Ministry of Interior. The prototype will first be implemented in Makkah, then throughout the kingdom.

MOI HELIPORT AIRBASE

Salboukh Residential Compound

Interior Design Workshop Presentation

SALBOUKH RESIDENTIAL COMPOUND Riyadh, Saudi Arabia

A sophisticated residential neighborhood with a flair of Mediterranean Macapital. rch 201The 3 charming community has resort in the north-west of the a choice of homes for families, couples and singles and offers an active lifestyle. The client, Gulf Related hired Omrania and Associates to design the multi-million dollar world-class residential compound in Riyadh which is intended to fill the acute shortage in residential housing in the Kingdom. The compound contains an energetic Village & Fitness Center that sets the design style of the place and encompasses many services for the residents. Walkways create a pleasant linear park atmosphere. Streets radiate out from the central area into the neighborhoods in a pattern that provides efficient vehicular access to residential units and minimizes the possibility of traffic congestion. Residential Units are divided into 3 categories: Apartments Buildings, Duplexes, and Villas. Plant patterns have been designed to create an â&#x20AC;&#x153;oasisâ&#x20AC;? in the central area and a shaded and pleasant landscape around the residential units and streets. The overall landscape has botanical experiences within the open spaces along the pedestrian circulation.

Destination KSA ÂŠ

NAILA ART GALLERY Riyadh, Saudi Arabia In this project I acted as a client consultant to Naifa Al Fayez which is one of the founders. The client had a vision of establishing an art hub in the capital Riyadh. It is intended to promote art and engage a wide audience. The gallery is set up to be a platform of support for not only the local creative scene but all of art and culture, and to establish a link between the local audience and the international art scene. Apart from being a gallery, it is to play host and organizer for a variety of creative initiatives in the city; from workshops, art talks to seminars and symposiums. It is also to have an active exhibition program and exhibit a wide range of works and mediums, from paintings to sculptures to heritage pieces. All of this made it imperative to design a multifunctional space that can be reconfigured for all the various activities. The two-floor minimal space is a blank canvas that steps back to the background so the focus is on the art pieces.

FOUR SEASONS HOTEL Riyadh, Saudi Arabia In an effort to help women travelling to Riyadh feel comfortable and secure, Four Seasons Hotel Riyadh at Kingdom Centre has created The Pearl Floor, a women’s-only floor consisting of 20 Premium and Deluxe Rooms and two Four Seasons Executive Suites. Omrania and Associates were the design consultants of the Kingdom tower and the Four Seasons Hotel, so they were hired to do the conversion of the top two floors of the hotel into the Ladies Kingdom. The opulent Pearl Floor lobby features a beautiful sweeping staircase as well as newly designed bathroom vanities. All rooms and suites are elegantly decorated with warm residential ambience. The floor also includes a modern women’s-only lounge with spectacular views of Riyadh city.

3/32" = 1'-0"

2 ST

SITE PLAN

NTS

T.O. ELEVATOR TOWER + 91'-9"

ROOF + 80'-11"

7th FLOOR + 70-11"

321 EAST 69TH ST. 6TH FLOOR + 58'-9"

5TH FLOOR + 47'-5" 321 East 69th Street, New York, NY 10021

4TH FLOOR + 36'-9"

seal:

3RD FLOOR + 26'-1"

FOR2ND CONSTRUCTION FLOOR

+ 15'-5" The design, drawings, specifications, plans & measurements, etc., contained in these documents are solely for use in implementation of the Project identified herein. Irrespective of the ownership of the Documents or any Copyright associated with them, use of these Documents for any purpose other than as expressly authorized, in writing, by the Architect voids the promises, representations and warranties of the Architect, if any, normally associated with the Architect's Professional FLOOR Services 1ST as evidenced by the Architect's Seal. All Rights Are Reserved. + 4'-1"

321 East 69th Street Manhattan, NY

SIDEWALK 0'-0"

issue:

CELLAR - 4'-6"

Leeser Architecture were hired to renovate this 7 storey building located in the Upper East Side in Manhattan, New York. The project was put on hold for a few years then came back on the table again. In order to start the construction work, we had to do a site survey and submit zoning studies to make sure the building is in compliance with the planning codes.

title:

GENERAL INFORMATION

date:

c 2017 LEESER ARCHITECTURE, PLLC

checked by:

3/32" = 1'-0"

scale:

HEIGHT REGULATIONS & SKY EXPOSURE PLANE

NTS

number:

sheet:

001

of:

a Exterior perspective

3/32" = 1'-0"

SITE PLAN

T.O. ELEVATOR TOWER + 91'-9"

ROOF + 80'-11"

7th FLOOR + 70-11"

6TH FLOOR + 58'-9"

5TH FLOOR + 47'-5"

4TH FLOOR + 36'-9"

3RD FLOOR + 26'-1"

2ND FLOOR + 15'-5"

1ST FLOOR + 4'-1"

SIDEWALK NTS 0'-0" CELLAR - 4'-6"

EXISTING ZONING & BUILDING DEPARTMENT DATA

37 WEST 8TH ST. RENOVATION West Village, Manhattan NY Leeser Architecture was hired to refurbish the public spaces at 37 West 8th St in the West Village in Manhattan, New York. The scope of work consisted of the design and documentations of the following components: - Survey current conditions - Design of ground floor lobby - Design of a typical apartment entry hallway - lighting design

9'-10"

LIMITED TO COMMERCIAL UNIT #2 LIMITED TO COMMERCIAL UNIT #2 (ROOF OF CELLAR & CONCRETE REAR YARD) (ROOF OF CELLAR & CONCRETE REAR YARD)

OFF.

T. B.

9' - 10" AFF LT

STO.

11' - 8" AFF

DN LT

12' - 2" AFF

RAMP

9' - 10" AFF

OFF.

a Exterior perspective MAILBOXES STAIR B

DN TO CELLAR

B. FIRE ESCAPE

UP UP STO.

FIRE ESCAPE

FOOD SPAN Erie Canal Harbor, Buffalo NY In the Master of Architecture fourth semester design studio, we undertook the design of a Comprehensive Architectural Project (CAP). We worked in a group and were assigned a program of moderate complexity on a site with challenging climatic conditions. The project incorporated extensive site and climate analysis, material research, structural and mechanical system design, and the documentation of construction details. The agenda of the studio was to develop a collaborative approach across disciplines that could produce architecture that was able to integrate systems at the scale of the building and make connections to infrastructural networks at the urban scale. The Building site is located in Buffalo, New York. Buffalo has a history of industrial practices along its waterfront which is reflected in the urban fabric. It also has an environmentally rich setting including the Buffalo River and Lake Erie. The site is on Prime Street right under the Buffalo Skyway (Route 5). After much research, the need for a revitalization plan for the area was identified. The objective was to activate the lost space under the sky bridge, provide community engagement and reconnect the city with the waterfront. Therefore, in addition to the assigned Supermarket program, The Hydroponic Farming program was added to provide a model of environmental and social responsibility. Hydroponic farming is highly productive and requires a fraction of the resources of traditional farming. It is ideal for urban areas. Local produce, eliminates transportation costs, so it will ensure affordability for low income households year round. The building provides visitors with a complete food experience. The buildingâ&#x20AC;&#x2122;s form was reached through a series of physical and computational generative form finding process. The Building addresses the post-industrial waterfront landscapes in terms of form and spatial compositions. The back side of the building sits higher and slopes towards the front in an attempt to mediate between the skyway and the river. It also opens up on the river to maximize sun penetration and provide views of the waterfront. The project makes use of residual urban space underneath the bridge that would otherwise remain largely inaccessible and unused.

a Interior perspective

FOOD SPAN

DESIGNE

RAYMO

GAYOU

RAWAN

ERIKA

CONSULT

DESIG JONAS

FACAD BRUCE

MECHA STUAR

SITE CLAIR

STRUC CRIST

a b c d e f g h

WEST ELEVATION 1/32” = 1’SCALE

Interior perspective Interior perspective 3d printed model East elevation West elevation Ground floor plan Water studies Long section

PROJECT

DESIG SUPER

BUFFA ERIE

REVISIO

DATE

E d

SHEET TIT

DESIGN

BUILDIN

EAST ELEVATION 1/32” = 1’SCALE

RAY SCALE: 1/ GAY

SHEET # RAW

ERI

CONSUL

DES JON

FAC BRU

MEC STU

SIT CLA

STR CRI

PROJEC

WEST ELEVATION 1/32” = 1’SCALE

DES SUP

BUF ERI

GROUP 3_GRR (Chen_Lee_Yassin) Canalside Waterfront Canalside is at the heart of Buffalo’s waterfront revitalization. It’s located in the city’s downtown corridor, at the intersection of Pearl Street and Marine Drive. The grounds can be accessed through entrances at the foot of Main Street and on Scott Street,

EGRR

green recreational water recreational docking shipping

DESIGNER: YD LLO

INE

GTON

MAR

SLIP

DRIV

site

WASHIN

IAL

ERC

recreational

VER

SCOTT

E ST PRIM

FALO BUF

site

MAIN

PERRY

waterway

R RIVE

RAWAN YASSIN

recreational

GAYOUNG LEE

recreational

RAYMOND CHEN

~ ERIKA CANAS

recreational

ILLINOIS

HSBC ARENA

CONSULTANTS: Erie Canal

380ft above Tide

Whitesboro

Rome

Herkimer

565 ft above Tide

MECHANICAL STUART BRIDGETT

Little Falls

Canastota

Utica Frankfort

New Boston

Chitteningo

Manlius

Crville

Syracuse

Jordan

Ceddesburgh

Fort Bryon

Montezuma

Perrinton

Palmyra

Newarks

Lyons

Clyde

Helley

Brockport

Rochester

Pittsford

Lockport

Middleport

FACADE BRUCE NICHOL

Abion

Pandelton

DESIGN The Erie Canal Harbor was originally built in 1825 as the western terminus of the Erie Canal. In its heyday, America’s “Gateway to the West” was one of the world’s greatest business centers, teeming with canal and rail traffic passing from the Atlantic seaboard across the Great Lakes. JONAS COERSMEIER Buffalo BuckRock

425ft above Tide

Oswego

Profile of Erie Canal Levels SITE & SUSTAINABILITY CLAIRE FELLMAN Phoenix

Albion

Medina

Holley Rochester Brockport Spencerport

STRUCTURE CRISTOBAL CORREA Lockport

Niagara Falls

Fairport Pittford

Baldwinsville Liverpool

Clyde

Lyons

Jordan Weedsport Camilus PortByron

Macedon Palmyra Newark

Batavia Waterloo

Canadaigua

Buffalo

Cayuga Seneca Falls

Auburn

Geneva Cortland

PROJECT:

Aurora

Current Erie Canal Old Erie Canal

Path of Erie Canal Levels

DESIGN SUPERMARKET BUFFALO, N.Y. Roads and Local ERIE COUNTY

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270 miles wine

200 miles

Oswego

170 miles wine Cayuga

150 miles

Buffalo

130 miles wine Canadaigua

wine Seneca Falls

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JULY

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Second floor plan Roof plan Site Studies Exterior Perspective Programmatic diagram Iconic form diagram Short Section

MAY

JUNE

SUPERMARKET

JULY

LEVEL 3 +40’-00” RESTURAUNT

AUG.

PARKING

LEVEL 2

SEPT.

+25’-00” OCT.

HYDROPONIC FARMING NOV. DEC.

LEVEL 1 +10’-00”

CONCEPTUAL DIAGRAM NTS

BASEMENT

CIRCULATION

-5’-00”

CIRCULATION

CONCEPTUAL DIAGRAM NTS

C-002

FOOD SPAN

URBAN HOUSING Soho, Manhattan NY The project is located at 101 Spring Street in Manhattan, New York. The lot is a corner site in a high density urban area of Soho. I set to explore a series of formal studies that explore the possibilities and push the limits of the site constrains. Starting from a simplified formal moment, elegant formations were reached through a series of computational explorations that takes into consideration the parameters of the project In tandem to the formal nature of the project, it was important to reflect the language in the selection of an extra program. I have chosen to create an herbal and perfumery shop that sources its herbs and spices from the botanical program of the building. This promotes community involvement and provides a source of income. The project explores how the space could be designed to give a sense of ownership of it to the community, and how it could be designed to generate income and therefore become affordable to wider range of occupants with different income levels. By examining the urban dwelling needs, the units or (pods) is designed to work volumetrically as interior spaces with terraces to act as a link between the pods as well as areas for planting. Habitat and co-existing eco system. The studio focused on the problem of housing in a high density neighborhood. The formation of in between spaces the establish transition at all scales, circulatory sequences and the establishment of new social, interactive spaces. Thus the housing program, along with a significant Botanical and urban agricultural program were analogous to the design.

a Exterior perspective

URBAN HOUSING

a Close up b Aggregation c Deformation d Des formed aggregation e Form development f Elevation g Plan h Perspective

URBAN HOUSING

Google Images ÂŠ

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Typical floor plan Ground floor plan Interior perspective Precedent images

URBAN HOUSING

COMMUNITY HEALTH CENTER Redhook , Brooklyn NY The goal of this studio was to refine the question of algorithmic combinatorial geometry in relation to that which could be architecture. The primary emphasis is on the section and the model. Each aspect of the project however, aims towards a unique study with its own qualities. Models, drawings, renderings are taken as a relatable but not completely isomorphic. The form started with nest-list algorithms, which were then graphed spatially in a network. This was the first step in complexity. The network was then taken and reduced to two dimensions and a module was created. Through a series of physical and digital folding, many variations were reached and the second layer of complexity was established. The third step in complexity was in developing a combinatorial systems of connection: point to point, edge to edge, surface to surface. Already this introduced a lot more complexity. Then we examined different potentials of the combinatorial results and modified and modulated them in purely formal terms towards an architecture. Simultaneously examine a problem that at every step questions those explorations by inquiring into programmatic, socio-cultural, contextual and geographic logics in which its situated. The basic program is a community health center. At the same time, as a studio common core principle, we had to deal with the problem of the geological and geographical nature of Redhook in relation to flooding, transportation, and emergency evacuation.

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COMMUNITY CENTER

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Exterior perspective Interior Perspective Module Aggregation Site Intervention Interior Perspective

RED HOOK POPULATION BY RACE INFORMATION FROM THE 2010 U.S. CENSUS

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Entrepreneurial Food Movement Businesses

Schools

Grocery Stores with Full Produce Stations

Community Farm

Schools with Food Programs (Free Breakfast & Free Summer Lunch)

Low Income Housing

Farmers Market (Once a Week During Summer Months)

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Food Pantries

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Elementary School Brooklyn Heights, Brooklyn NY â&#x20AC;&#x153;Deleuze effectively pushes to its limits a trajectory inaugurated in the Critique of Judgment, in which Kant explored the role of the imagination freed from the legislation of understanding. Four elements of his analysis are particularly relevant to the themes of The Logic of Sensation; Aesthetic Comprehension, Rhythm, Chaos, and Force. The STEM to STEAM initiative, the call to integrate the Arts alongside traditional STEM subjects into the primary curriculum of elementary schools, was take at its source. I investigated the work of contemporary artist Tara Donovan to start off a series of geometric and morphological studies. The three moments- Chaos, Rhythm, and Force- were considered as mapping material for a patterning system, identifying a combinatory language that defines the role of part to whole, cell to lattice. Their sensory logic progressed into prototypes that articulated programmatic, circulatory and organizational relationships enunciating a primary school pedagogy. Precedent studies compare distinct traits across several elementary school models and reveal an organizational and formal logic, which is tied to the enfolding of activities in space. The urban context was investigated to evolve the morphology of the site and expand on the given school program with an addiction that interfaces the school with its neighborhood.

ELEMENTARY SCHOOL

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Interior perspective Units Ground floor plan Diagramatic Section Programmatic diagram

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Third Floor Plan

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TRANSPORTATION TERMINAL Erie Canal Harbor, Manhattan NY The project focused on form-finding through the hybridization of minimal surfaces to propose an alternative type of architecture. In terms of ontology, the goal was to she exclusively human considerations with regard to habitation, functionality, and aesthetic in order to include considerations of the demand of other forms of life as well as non-biotic, synthetic, artificial forms and systems. Disregard of natural processes in the city is and always has been costly and dangerous. Many cities have suffered from failure to take account of natural processes. The cost of disregarding nature extends also to quality of life. We witness this fact with unprecedented urban growth in cities across the globe. And if we look at urban history, we realize that the problems of contemporary urbanization are still persistent, just as plagued ancient cities. Nature has been seen as a superficial embellishment, as a luxury encountered only in parks and gardens, rather and meaningful urban form is than as an essential force that permeates the city. As the living community of other organisms is reduced and human interaction with that community is lost, there is an extinction of experience that results in a loss of real ecological knowledge and emotional attachment to nature. The design approach is to create a balanced urban ecology by promoting integration between humans and nature and encouraging intermodal transportation for a smaller carbo footprint. The purpose of ecological design is to create a vision of how the natural world and the human world can be rejoined by taking ecology as the basis for design. Ecological design intelligence—effective adaptation to and integration with nature’s processes can be applied at all levels of scale. Our built forms and systems need to imitate nature’s processes, structure, and functions, as in its ecosystems. Ecological design principles create a sustainable world with increased energy efficiency, fewer toxins, less pollution (both indoor and outdoor pollution) greener and healthy buildings. I tried to play with the idea of boundaries throughout the building. At some point offering interaction between the different ecosystems. While at other complete seclusion from one another, and at some parts there’s a sense of seclusion but a glimpse into the other system. Like in the ceiling voids where people can look up and see the growing plants there.

TRANSPORTATION TERMINAL

DIGITAL MEDIA & FABRICATION Digital media maintains that our most vital and critical questions in architecture enjoy a lift, an intensification when the media of their inquire reaches a limit, a threshold of communication, and have to be recalibrated to proceed on an altered track. The projects seek to cultivate the necessary agility for the negotiation of the critical leap in the architectâ&#x20AC;&#x2122;s movement into new forms production when these limits are encountered. It proposed to introduce and reintroduce critical practices, locating specific movements among concepts and object, topologies and tectonics, process and objects, and image and sense in architecture. The projects interrelated historical practices and conventions in forms of artistic practice, scientific representation, cartography and graphic media with contemporary techniques to establish a nuanced participation in the evolution of design intelligence formed in media. Projects explored in depth the limits of the trace, cut, fold, and projection in a series of computational works beginning with the most clear incision into a thing, extending through its most distant and removed movement and changes. Modes of generation, modelling, rendering, mapping, and animating matter were deployed as instruments wit varying effects to be played where they act as participants with the architect in the architectureâ&#x20AC;&#x2122;s production. Finally, projects recognized the working spaces of architecture as being continuously reformed and intimately linked with exchange in and among media practices. Architects continually deploy and employ materials for aesthetic effect. The digital fabrication projects take off the shelf materials as a point of departure and investigate how architects can manipulate, extend, and modify existing materials through design and experimentation with digital fabrication tools, especially the CNC router.

a Formed Acrylic