WorkSample

ZHENWEI ZHONG R E S U M E W O R K S A M P L E

Zhenwei Zhong | Phone: (1)347-371-0815 | zhenwei.zhong@columbia.edu

Zhenwei Zhong

Architectural Designer | LEED Green Associate (1)347-371-0815 | zhenwei.zhong@columbia.edu | issuu.com/zhenweizhong/docs/worksample_zhenwei_zhong

EDUCATION Columbia University Master of Science Degree in Advanced Architectural Design

New York 06.2016 - 05.2017

South China University of Technology Bachelor of Architecture • Minor: Design in Historic Environment

Guangzhou, China 09.2011 - 06.2016

• • •

GPA: 3.77/4.0 Rank: 11/115 National Encouragement Scholarship Third-class Scholarship of School

EXPERIENCE MODU Architecture Junior Designer Second Life, Urban Revitalization of Newbugh - Winner, 2019 Emerging Voices (Initiative) • •

New York 01.2018 - Present

Produce presentation drawings, including diagrams, plans, and render Assist in design options

Carbon Fiber Installation - Finalist, Flatiron Plaza Holiday Competition (Conceptual Design) • •

Propose design options and make design studies Produce animations and drawings

101 W78th PH Terrace (SD,DD,CD): • • • • •

Propose design options and make design studies Produce presentation drawings, including diagrams, plans, and renders Provide VR presentation experience Coordinate design with engineers and consultants Produce drawings for Board/DOB/LPC filing and Construction Documents

AT&T Entertainment Soundstage (SD): • • • •

Propose design options and make design studies Produce presentation drawings, including diagrams, plans, and render Coordinate design with engineers and consultants Produce Drawings for Schematic Design set

17 White Street 6A&6D (CD): •

Produce drawings for Board/DOB/LPC filing and Construction Documents

New York 06.2017 - 10.2017

T38 Studio Intern Architect Baron Balche Winery Hotel (SD): • •

Develop design concept, propose prototype and massing options Produce presentation drawings, including diagrams, plans, and renders

Warehouse Artspace Transformation (SD): •

Develop design concept, propose prototype and massing options

Raph Local Living Houses (DD): • •

Propose and develop facade options Produce presentation drawings, including diagrams and renders

Hanhua Architects + Engineer Intern Architect Mixed-Use High-Rise (SD) •

Guangzhou, China 06.2014 - 08.2014

Produce drawings for Schematic Design; Digital modeling and rendering

PROFESSIONAL SKILLS • • • •

Rhinoceros Sketch up CAD Grasshopper

• • •

Adobe Creative Suite V-Ray Rendering VR. Presentation (Lumion/Enscape)

• • • •

Revit Lumion Rendering Microsoft Office Suite Physical Modeling Zhenwei Zhong | Phone: (1)347-371-0815 | zhenwei.zhong@columbia.edu

Academic Work

Co-Producing Type: Vertical Factory School: Columbia GSAPP Crtic: Laurie Hawkinson InfIuenced by the evolving producing technology, relation between producing and consuming has been largely changed and will be continuously developing. Consumers, who used to be isolated from the factory, now have the chances to visit factories as tourists, experience the making process as hackers and in the future utilize the making process as entrepreneurs.

Stimulated by the possible interactions between producing and consuming, the project studies how they will vertically develop in Brooklyn Navy Yard, a significant industrial park in the risk of flood. The new typology is equipped with effective circulation system to transport people and products. New connection will be established to deliver products to urban and engage urban back into the factory.

Zhenwei Zhong | Phone: (1)347-371-0815 Â | Â zhenwei.zhong@columbia.edu

Left Page: Long Section Top Right: Presentation Model Bottom Right (x2): Interior View of Maker Space and Conventional Factory Bottom Left: Cross Section

Zhenwei Zhong | Phone: (1)347-371-0815 | zhenwei.zhong@columbia.edu

Academic Work

Flow/Follow

Type: Modern Dance Theater School: SCUT

Modern dance is highly variegated. Along with the curves drawn by dancers, dancing could be graceful and powerful, tight and unrestrained.

Such dramatic effects could be created by walls. Walls are the medium of light, sight and circulation in space. Ramping slowly along the long curved wall, audiences can feel the continuous changes of light and shade. Walking across the walls, audience would enter different space in sequence. Base on this idea, the explorations researched on the form of walls and the relationship in between walls. Through these techniques, space and light exhibit the difference between soft and hard.

The design attempts to conform the space quality to the function of theater. The space variety created by walls reflects and celebrates the quality of modern dance, inspiring both audiences and actors before the show begins.

Zhenwei Zhong | Phone: (1)347-371-0815 Â | Â zhenwei.zhong@columbia.edu

Metal bridge A strong contrast to the concrete walls. Emphasize the connection between historic buildings.

Plain concrete walls Concrete is the medium of light and shade.

Buried Wall The wall humbly buried in hillside leads people slowly ramp up to the Literature School

Top Left: Shading Study Top Right: Exterior View Right: Interior View Left Page: Exploded Axon

Bottom: Plan

Zhenwei Zhong | Phone: (1)347-371-0815 | zhenwei.zhong@columbia.edu

WALLS AS PLOTS The atmosphere outside the theater is crowded, noisy and annoying. While watching dance drama is a totally different state without any interference. The walls here separate the space as well as the atmosphere. Walking across the walls, audience could enter different space and feel various atmosphere in sequence, then finally calm down to watch the performance.

14:30

16:00

17:30

CAMPUS

PLAZA

FRONT COURT

The bell rings.

I run out of the classroom, with my heart rushing.

Students are buzzing, vehicles are roaring.

Through the loud, finally, I find you.

Delicate, quiet and charming.

Like the lilac with scent intoxicating.

Night falls with poetic sunset.

The lamps decorate the street with stars.

As well as colorful light from cells.

We walk. We talk.

In front of the court, our steps stop.

It is getting dark around.

But by the pond, you are brilliant.

Everyone gets silent. They envy you Even great Arternis.

19:00

20:30

22:00

FOYER

AUDITORIUM HALL

BACKSTAGE

The space smells pure.

It belongs to you. It belongs to me.

When the stage lights up, everything seems disappeared.

Including you.

Including me.

u.

Zhenwei Zhong | Phone: (1)347-371-0815 | zhenwei.zhong@columbia.edu

Academic Work

Domestic City Type: Housing School: Columbia GSAPP Crtic: Hilary Sample

Domestic City is the redrawing of east Harlem. It is the response to the urban gentrification and urban decay in East Harlem. It is the rethinking of private and public inspired by Gordon MattaClark’s works. It is the repositioning of people, housings and city through the experiments on drawings, Domestic city is the expansion of the domestic architecture. It is about the running of multiple families and the observing, witnessing and caring of the city. It visually and physically reconcile the family and city, to give the people in the housing a sense of in the city. The domestic city doesn’t oppose to private, but it encourages private’s engagement in the community. The domestic City doesn’t expose individuals to the multitudes, but it captures the moments of the city.

Conical Intersection

by Gordon Matta Clark Zhenwei Zhong | Phone: (1)347-371-0815 Â | Â zhenwei.zhong@columbia.edu

View A

View C

View A: View from Living Room ViewB: View from Studio View C: View from Conical Intersection View D: View to Public Space Bottom Left: Plan & Section Bottom Right: Axon Uncovering All Intersections

View B

View D

Zhenwei Zhong | Phone: (1)347-371-0815 | zhenwei.zhong@columbia.edu

Academic Work

Field of Rood Type: Transportation Center School: SCUT Crtic: Jiayi Lin Project locates in Fang Cun Village, Guangzhou, where the metro goes on the ground and the railway separates the residential areas in two sides. Besides, a terminal station is expected to be constructed nearby. Base on the circumstance, the design proposes a hybrid transit center to combine the two programs.

As the infrastructure frequently used by civilians every day, a transit center should be a field rather that an object so that people could easily access. Such an open and accessible architecture also has the advantage of connecting surrounding areas. In this design, roof is used as the dominant element to create the field.

Except for simply providing shade, form of roof could also give implication about how to use the space beneath. This assumption makes it possible for roof to create space of different characters. The project digs into the nature of roof and attempts to provide space for walking and staying, public and private, by means of operating roof.

Zhenwei Zhong | Phone: (1)347-371-0815 Â | Â zhenwei.zhong@columbia.edu

Academic Work

Meta - Morphic: Envisioning a FutureTransformational History of Culture Type: Musuem School: Columbia GSAPP Crtic: Mark Rakatansky Museum space, which spatially bridges visitors and exhibitions, is more than simple slabs and walls. Curating ideas also take important roles.

The project digs deep into the liniar development as well as the special moments of chairs history and adopting the curatng ideas to transform the museum space. Architecural elements are transformed to establish the continuing circulation and build up connection between series of hilglighted

moments.

The project begins with two studies. The first tries to study the systematic changes brought about by the transforation of form. The second one studies the technique used in the Cubism Drawing. Techniques of these studies are further developed in the architecture design.

Top: Chiars in different wallpaper context Mid: Chair & Column Bottom; Wallpaper stage Zhenwei Zhong | Phone: (1)347-371-0815 Â | Â zhenwei.zhong@columbia.edu

Top: Transformation Study Mid: Facade Right: Transformation of Architecture Element

Zhenwei Zhong | Phone: (1)347-371-0815 Â | Â zhenwei.zhong@columbia.edu

Nursi

Traditional house

Kindergarten Urban agriculture

Row House Clinic

Hybrid Masses

Gallery

Flea market

Academic Work

Urban Renewal Type: Urban Design School: SCUT Crtic: Jiang Feng, Francesca Frassoldati Influenced by the old and recent development, the community was put into collision between tradition and modernity. Large stadium and small traditional houses coexisted with an area of 20 hectares. New houses were toughly inserted between small houses and occupied the public space. Worse and worse living conditions drove the residents away and left the community into chaos.

While the conflicts could be utilized. The coexistence of old and new

provide different living conditions. Accordingly, both young people and the old could find their niche if the community could be better arranged.

Based on the current situation, the design proposes a plan to arrange the patterns and buildings to provide an ideal community. Community is divided into four parts according to the original buildings and the residents characteristics. A public service zone is established to connect the four zones for people to interact.

Tradition museum

ing house

1400s Ming Dynasty

Primary school

1912-1949 Republic of China

Nowadays

Public space

Circulation

Conflicts

Demographic Distribution

Sports stadium

New entrance to the city

Linear buildings

Low-rise Dwellings

Ancient dock

Top left: Axonometric Drawing

Traditional Houses

Top Right: History Mapping Mid Right (x4): Exsiting Conditions Bottom Right: Mapping of Existing Conditions Zhenwei Zhong | Phone: (1)347-371-0815 Â | Â zhenwei.zhong@columbia.edu

Mid-rise

Low-rise

Historic Townscape Control

Top left: Master Plan Bottom Left: Massing Typology Bottom Right: Public Space System Layers

Vehicle

Tradition museum

Residential street Branch street Parking lot Basement parking

Pedestrian

Traditional house

Residential street Trunk street Branch street Nursing house Visitors center

Program

Hybrid of commerce and residence

Young Middle aged Old

Structure

Row house

Connect zones Connect mountain and river Gateway Node

Linear house

Hybrid mass

Original

Primary school Kindergarten Urban farming Gallery Flea market

Historic Preservation

Top Right: Physical Model Bottom Left: Low-Rise Massing Model Bottom Right: High-Rise Massing Model

Zhenwei Zhong | Phone: (1)347-371-0815 Â | Â zhenwei.zhong@columbia.edu

Academic Work

Flow Type: Parametric Envelope Design School: Columbia GSAPP Responsibility: - Conceptual Design - Rhino & Grasshopper Modeling - Physical Modeling

Top: Study Model Bottom: Final Mock Up Zhenwei Zhong | Phone: (1)347-371-0815 | zhenwei.zhong@columbia.edu

Top: Interior View Bottom: Exploded Axon

Top Right & Bottom: Final Mock Up Top Left: Connection Detail Axon

Zhenwei Zhong | Phone: (1)347-371-0815 | zhenwei.zhong@columbia.edu

Top (x3): Render by Professional Renderer Bottom: Plan Construction Drawing ARCHITECT:

New Wood Path (W-3) Movable Planter (PA-2). Typ. See Sched. Detail 4/A-072

3'-912", VIF

26'-0", VIF

12'-9", VIF 16'-9", VIF

5'-812", VIF

'-0"

3'-4", VIF

3'-0"

R3

'-0

"

2 A-002

"

3'-6", VIF

3'-6", VIF 3'-0"

3'-0"

3'-0", VIF

Movable Planter (PA-4), Typ. See Sched., Detail 6/A-072

5 Planters @ EQ Lengths CL

5 Planters @ EQ Lengths

2 A-074

+0'-0" AFF

23'-4", VIF CL

Maintain Access to Exg. Roof Drain Below, See 2/A-074

15'-0", VIF 3 Planters @ EQ Lengths

4 Planters @ EQ Lengths

Center To Exg. Balustrade Behind

_x8thFloorPlan_Phase2

JOB NO:

1707

SCALE:

3/16" = 1'-0"

57'-3", VIF

15'-8", VIF

99'-4", VIF 1'-6"

7" 2"

1 A-02

10'-8"

7'-0"

3'-1"

2'-2"

8'-8"

16'-3"

26'-6"

ZZ

SEAL & SIGNATURE:

1 A-021

SHEET TITLE:

Children's Play House to Be Anchered to Exg. Roof, See Spec.

8TH FLOOR PLAN

Movable Planter (PA-26). See Sched., Detail 3/A-072,Typ.

SHEET NO:

CL

Adjacent 18 Story Building

21'-0", VIF

CD SET

DRAWN BY: FILE NAME:

New Wood Deck (W-1).

+0'-0" AFF 0" -1 R1'

Movable Planter (PA-1). Typ. See Sched., Detail 1/A-072 Movable Planter (PA-3), Typ. See Sched., Detail 6/A-072

CL

SUBMITTAL:

Built In Planting Beds (PZ-2), Typ. See Sched. and 8/A-072 New Metal Railing (M-2) (M-4), Typ. See 1/A-021

2 Planters @ EQ Length

16'-4", VIF

EAST TERRACE 802

CL

20'-8", VIF

Movable Planter (PA-1). Typ. See Sched., Detail 1/A-072

BOARD SUBMISSION BOARD SUB.REV.1 DOB SUBMISSION CD SET

CL

23'-4", VIF CL

CL

Movable Planter (PA-4), Typ. See Sched., Detail 6/A-072

Movable Planter (PA-5), Typ. See Sched., Detail 6/A-072 CL

13'-3", VIF

13'-1" 3"

3 Planters @ EQ Lengths

1'-6"

3"

Movable Planter (PA-1). Typ. See Sched., Detail 1/A-072

Movable Planter (PA-1). Typ. See Sched., Detail 1/A-072

CL

ISSUE

04-10-18 06-11-18 06-26-18 06-30-18

COMBUSTIBLE WOOD

Water Mist System Location

12'-0" A-023

Gas Heater, See Spec.

101 W 78th St PH Terraces

Movable Planter (PA-13), See Sched. To Be Placed on Existing Finished Floor

6'-3", VIF

4

3'-0"

CL

CL

Movable Planter (PA-6), Typ. See Sched., Detail 6/A-072

335 W 19th St #A9 New York, NY 10011 T: 646.244.1285

SURFACE CALC.

NTS

See Detail 8/A-072 For Additional Info.

New Sculpture T.B.D to Be Anchored to Exg. Roof, Weight Limit of 700lb

LANDSCAPE DESIGNER:

Turf Landscape Design Inc.

Maintain Access to Exg. Roof Drain Below, 4/A-075 Brushed S.S. Pipes Connected For Sound Transmission, See A-023

13'-11", VIF

23'-5"

4'-0"

-0

R3' 19'-10", VIF 4 Planters @ EQ Lengths

Total Area of Terrace: 3,032 SF Wood Surface Area: 598.42 SF Percentage of Area: 19.7%

8 A-072

4'-9", VIF

3'-0"

No Architectural Work

29 Broadway New York, NY 10006 T: 212.480.2591

Per BC27-388(j) Platform < 20% Coverage May be Combustible

7'-5", VIF

CL

72'-9", VIF

4 A-075

2 A-074

96'-2", VIF

13'-11", VIF

4'-0" 3'-8", VIF

3'-0", VIF

6'-10", VIF

CL

Movable Planter (PA-7), Typ. See Sched., Detail 5/A-072

MEP ENGINEER:

Dagher Engineers, PLLC

DATE

R3'-0"

1'-8"

3'-0"

Maintain Access to Exg. Roof Drain, See 2/A-074 Movable Planter (PA-1). Typ. See Sched., Detail 1/A-072

2'-1112", VIF

STRUCTURAL ENGINEER:

Silman

32 Old Slip,10th Fl New York, NY 10005 T: 212.620.7970

Byzantine Properties, LLC 101 West 78th Street, PH New York, NY 10024

7'-7", VIF

5'-112", VIF

NORTH GARDEN 803

6'-0",VIF

9'-73 4", VIF

SOUTH TERRACE 801

12. Piped natural gas shall be installed, operated and maintained in accordance with NYCFC. All natural gas piping shall comply with the requirements of the construction and plumbing codes and must be coordinated and approved with MEP Engineers and building's original waterproofing contractor.

536 COURT STREET, SUITE 2 BROOKLYN, NY 11231 T: 212.343.4203 F: 646.284.5492

CLIENT:

3'-0"

6'-0", VIF

3'-414", VIF

CL 21'-0"

4 Planters @ EQ Lengths

4 A-074

11. Glass Railing thickness to be approved by Structural Engineer.

3'-0"

3'-0"

18'-0", VIF

9. All movable planters and planting zones are not to exceed weights indicated in Structural Report issued on June 11, 2018.

10. All planter locations, dimensions and weights, per plans approved by Structural Engineer. Any changes or relocations to be coordinated and approved by Structural Engineer.

R3'-0"

STAIR ENTRY 806

1

R3

14'-8", VIF 4 Planters @ EQ Lengths

A-021

Brushed S.S. Pipes Connected For Sound Transmission, See A-023

Movable Planter (PA-24), Typ. See Sched., Detail 5/A-072

Movable Planter (PA-1). Typ. See Sched., Detail 1/A-072 Existing Glass Railing to Remain, Typ.

4 A-075

Maintain Access to Exg. Roof Drain Below, See 4/A-075

Mexican Stone Gravel (G-1), See Sched.

+0'-0" AFF

CL

96'-9", VIF

8. See Planting Schedule for information on plants, soil and planters.

3'-0" New Stone Pavers, Typ. (S-1)

2 A-074

Movable Planter (PA-23).

Typ. See Sched., Detail 5/A-072

Movable Planter (PA-10).

Typ. See Sched., Detail 5/A-072

7. Contractor shall verify, record, and notify architect on existing roofing layer throughout. Contractor shall provide Mira Drain if not exist.

1'-3"

3'-0"

CL

3'-0"

"

17'-7"

4'-113 4", VIF

CL

Water Mist System Location

6. All punctures to roof assembly, or roof protections, including insulation and waterproof membranes, to be coordinated and installed by building's original waterproofing contractor to maintain warranty.

+0'-0" AFF

-0

Stone Pavers, Typ. (S-1)

4. All anchoring to existing roof slab shall be approved by structural engineer.

5. All punctures to roof assembly should only be according to construction drawings and need to be recorded by the contractor.

R3'

Gas Heater, See Spec.

2 A-076

Brushed S.S. Pipes Connected For Sound Transmission, See A-023

CL

Maintain Access to Exg. Roof Drain, See 2/A-074

3. Contractor shall keep all roof membranes and insulations uninterrupted.

+0'-0" AFF

Children's Play House to Be Anchored to Exg. Roof, See Spec.

Existing Gravel to Remain

+0'-0" AFF

CHILDREN'S PLAY AREA 804

4'-112"

12'-9", VIF

Artificial Turf (P-2) See Sched., Detail 7/A-072

4'-0"

New Wood Deckh (W-2) Raised Greenroof (PZ-5). See Sched., Detail 5/A-073

4'-0", VIF

+0'-0" AFF

7'-5", VIF

5'-9" VIF

CL

CL

3'-0"

New Birdbath

+0'-0" AFF CL

4'-0"

13'-6"

21'-9", VIF

CL

WEST GARDEN 805

CL

CL

1'-0" 2'-4"

CL

CL

MODU Architecture, PLLC

1. All work need to be according to structural engineer weight limit. See structural engineer's report.

2. Pedestal height shall be adjusted to support new stone thickness to match finish floor height.

Movable Planter (PA-26). See Sched., Detail 3/A-072,Typ.

Movable Planter (PA-1). On Wood Deck, See Sched., Detail 3/A-074

NOTES:

New Metal Railing (M-2) (M-4), Typ. See 1/A-021 23'-5", VIF

A-076

A-072

3'-0"

13'-4"

7 A-072

3'-0"

4

CL

Center To Exg. Balustrade Behind

Type: Residential, Rooftop Terrace Location: New York City Office: MODU Architecture Phase: SD/DD/CD Responsibilities: - Schematic Design - Produce Presentation Drawing - Coordinate Design with Related Consultants - Drawings & Files for Board/DOB/LPC Filing - Produce Drawings for Construction Documents

9

2 Planters @ EQ Lengths

Movable Planter (PA-8). Typ. See Sched., Detail 5/A-072

New Wood Deck (W-2)

101 W78th PH

29'-6", VIF

8'-0", VIF

4 Planters @ EQ Lengths

Professional Work

Greenroof (PZ-5.1). See Sched., Detail 9/A-072

43'-8", VIF

11'-2", VIF Movable Planter (PA-9).

Typ. See Sched., Detail 5/A-072 Movable Planter (PA-1).

On Wood Deck, See Sched., Detail 3/A-074 Movable Planters, No Wood Deck Below, Typ.

A-002.00

20'-5"

2"

8TH FL. PLAN

3/16"=1'-0"

PAGE NO:

4 of 31

ARCHITECT:

MODU Architecture, PLLC Adjacent 3 Story Building Below

536 COURT STREET, SUITE 2 BROOKLYN, NY 11231 T: 212.343.4203 F: 646.284.5492

Property Line

NOTES:

30'-0", VIF Set Back to Meet 15'-8" Min Requirement of Landmark

28'-0", VIF 23'-7", VIF

Movable Planter (PA-18), Typ.

6'-7", VIF

14'-2"

+0'-0" AFF Total Roof Area: 4,323 SF Wood Surface Area: 495.34 SF Percentage of Area: 11.4%

5. All anchoring to existing roof slab shall be approved by structural engineer.

CL

13'-5"

A-023

2'-0"

CL

R7'-4" 3

+0'-0" AFF Pergola Canopy Above Pergola Swing, See Structural Report for Weight Limit Align 15'-0"

CL

37'-712", VIF Movable Planters (PA-25), No Plantings Below

6'-10" Min.

1'-512", VIF

CLIENT:

Byzantine Properties, LLC 101 West 78th Street, PH New York, NY 10024

DATE

ISSUE

04-10-18 06-11-18 06-26-18 06-30-18

BOARD SUBMISSION BOARD SUB.REV.1 DOB SUBMISSION CD SET

Greenroof (PZ-3). See Sched., Detail 5/A-073

SUBMITTAL:

CD SET

DRAWN BY:

ZZ

FILE NAME:

_xRooftopPlan_Phase2

JOB NO:

1707

SCALE:

3/16" = 1'-0"

SEAL & SIGNATURE:

Pergola Columns Connected to Existing Floor Beams, See Structure Drawings

7'-6"

ARC

MO

New Glass Railing at Existing Curb (GL-1)

NOTES:

New Glass Railing at Existing Curb (GL-3)

Bottom: Pergola Render by Lumion

Water Mist System Location

A-073

5'-0", VIF Movable Planters (PA-25), No Pavers Below

101 W 78th St PH Terraces

New Glass Railing at Existing Curb (GL-3)

4

+0'-0" AFF 21'-812", VIF 8", Typ., VIF

9 A-073

27'-0"

CL

3'-812", VIF

335 W 19th St #A9 New York, NY 10011 T: 646.244.1285

Water Mist System Location

4

NORTH TERRACE 901

CL

CL

Movable Planter (PA-1), On Wood Deck, See Sched., Detail 3/A-074

14. Existing Outdoor Grill must be raised and installed as per NYCFC 307.5.1 and NYCFC 307.5.2 at a minimum of 10 feet away from any combustible material, or waste.

A garden type hose attached to a water supply or a minimum of one portable fire extinguisher complying with the requirements of section 906 with a minimum of 4A rating is readily available for use.

Built in Greenroof Planting Beds (PZ-7). See Sched., Detail 8/A-073

2'-5"

Movable Planter (PA-1)

CL

Pergola Columns.

See Struct. Dwgs, Detail 7/A-071 Water Mist System Location

2

Greenroof (PZ-1).

See Sched.

R2' -0"

13. Piped natural gas shall be installed, operated and maintained in accordance with NYCFC. All natural gas piping shall comply with the requirements of the construction and plumbing codes and must be coordinated and approved with MEP Engineers and building's original waterproofing contractor.

LANDSCAPE DESIGNER:

Turf Landscape Design Inc.

Existing Glass Railing to Remain

8 A-073

22'-4", VIF

10'-11"

A-023

CL

Maintain Access to Exg. Roof Drainage Below, See 9/A-073

Raise Existing Pantry On Top of New Pavers

A-022

Movable Planters to Be Placed On Deck

CL

19'-8", VIF

Umbrella Anchor Points, Typ., See 1/A-075 CL

2 A-075

CL

4'-5"

Electric Heater

A-077

1 1 A-075

+ 0'-0" AFF

5'-4"

3

R6'-3"

12. Glass Railing thickness to be approved by Structural Engineer.

29 Broadway New York, NY 10006 T: 212.480.2591

2'-0"

+0'-0" AFF

15'-5"

Replace Exg. Gate With Glass Panel Gate (GL-5)

-0'-7" AFF

CL

24'-912", VIF

CL

11'-712", VIF

CL

New Wood Deck, (W-2)

CL 5 A-075

Adjacent 18 Story Building Replace Exg. Gate With Glass Panel Gate (GL-5) New Storage Unit, No Pavers Below (W-1) Movable Planter (PA-1)

2'-0"

Movable Planters. No Pavers Below, Typ.

11. All planter locations, dimensions and weights, per plans approved by Structural Engineer. Any changes or relocations to be coordinated and approved by Structural Engineer.

MEP ENGINEER:

Dagher Engineers, PLLC

No Architectural Work

6 A-077

CL

CL 4'-10" 7'-4"

A-024

8'-10"

CL

17'-0", VIF

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

A-075

2'-0"

2"

7

-0-7" AFF To Match Existing FF

7

+0'-0" AFF

3'-0"

Mid: Pergola Option & Pergola Plan

7 A-073

4

Movable Planter (PA-1)

- 0'-7" AFF

+0'-0" AFF

New Stone Pavers (S-1).

See Finish Plan, 7/A-073 A-073

Maintain Access to Exg. Roof Drainage Below, See 5/A-075

A-077

DN

SOUTH TERRACE 902

Movable Planter (PA-1), Typ. See Sched., Detail 1/A-073,

Property Line

Top: Floor Plan

Greenroof (PZ-3).

See Sched., Detail 5/A-073

9'-812", VIF CL

CL

5

CL

1 A-052

R7'-0"

4

CL

1'-5"

2'-812"

New Glass Railing At Existing Curb (GL-1), Typ.

5 A-024

Movable Planter (PA-14)

+0'-0" AFF

6

2'-11"

Water Channel, See A-052

CL

A-024

2

Align

A-022

CL

5'-0", VIF

13'-6"

A-023

Movable Planter (PA-22) to Be Anchored to Exg. Roof

3

Hand Pump 1

10. All movable planters and planting zones are not to exceed weights indicated in Structural Report issued on June 11, 2018

New Glass Railing At Existing Curb (GL-1), Typ.

CL

2 3'-212" A-074 Movable Planter (PA-1) 4'-1012", VIF R12'-4"

Greenroof (PZ-1). See Sched., Detail 5/A-073, Typ.

9. See Planting Schedule for information on plants, soil and planters.

Movable Planter (PA-15)

1 A-077

Align

Movable Planter (PA-17) R4'-11"

6 A-075

New Stone Pavers (S-1), Typ. See 6/A-073

19'-9", VIF

+4'-0" AFF

3'-0" 7

Rinse Shower Wood Deck (W-1)

8. Contractor shall verify, record, and notify architect on existing roofing layer throughout. Contractor shall provide Mira Drain if not exist.

New Wood Deck (W-1)

CL

A-023

7. All punctures to roof assembly, or roof protections, including insulation and waterproof membranes, to be coordinated and installed by building's original waterproofing contractor to maintain warranty.

Movable Planter (PA-19)

CL

6'-812", VIF

1

2

5'-4", VIF

9 A-073

Greenroof (PZ-3).

See Sched.

A-024

13'-6", VIF

11'-1", VIF

Movable Planter (PA-16)See Sched., Detail 2/A-073, Typ. 6

CL

18'-5"

Maintain Access to Exg. Roof Drainage Below, See 9/A-073

WEST TERRACE 903

5 A-023

6. All punctures to roof assembly should only be according to construction drawings and need to be recorded by the contractor.

New Jacuzzi, See A-071

CL

CL

Movable Planter (PA-1), Typ. See Sched., Detail 1/A-073, Water Mist System Location Greenroof (PZ-1). See Sched., Detail 5/A-073

COMBUSTIBLE WOOD

+0'-0" AFF

3'-0"

SURFACE CALCS

SHEET TITLE:

ROOFTOP FLOOR

1. Contractor shall locate existing floor beams, mark them in field, and connect them to pergola structure as specified in structural drawings.

536 PLANBR T: 2

2. Contractor should verify the field dimensions to meet Landmark minimum set back requirement of 6'-10".

3. The contractor shall provide shop drawings that correspond to field conditions and set back constrains.

Property Line

3'-4"

11'-11"

3'-6"

11"1'-11"

6'-5"

1'-8"

5'-1"

1'-10"

15'-3"

6'-2"

STRU

SHEET NO:

A-002.00

10"

Si

32 New T: 2

5"

1 A-03

ROOFTOP PLAN

A

3/16"=1'-0"

B

C

MEP

PAGE NO:

5 of 31

Da

29 New T: 2

LAND

Raise Exg. Pantry On Top of New Pavers Movable Planter (PA-1), No Pavers Below

Movable Planter (PA-1), No Plantings Below

Water Mist System Location

Tu In

335 Ne T: 6

Electric Heater Pergola Canopy Above

Metal Pergola Column (M-1)

EQ

EQ

Pergola Columns Connected to Existing Floor Beams (M-1), See Structural Drawings

EQ

Align Pergola Structure Grid with Exg. Beam, See Structural Drawings

1'-0", VIF 2'-4", VIF

CL

By 101 Ne

CL

CL

2'-3", VIF

EQ

EQ

11", VIF

10 P

CLIE

Movable Planters (PA-25), No Plantings Below

EQ

EQ

EQ

CL

CL

1'-2",VIF

EQ

CL

New Stone Pavers (S-1), See A-012

Greenroof (PZ-3), See Sched

1'-6",VIF

EQ

13'-0"

Water Mist System Location

Pergola Columns Connected to Existing Floor Beams (M-1), See 1/A-057, Structural Drawings

Pergola Columns Connected to Existing Floor Beams (M-1), See 1/A-057, Structural Drawings

Align Pergola Structure Grid with Exg. Beam, See Structural Drawings

Align Pergola Structure Grid with Exg. Beam, See Structural Drawings

1",VIF

Align Pergola Structure Grid with Exg. Beam, See Structural Drawings

Exg. Floor Beam Below, See Structural Drawings Movable Planters (PA-25), No Pavers Below

Exg. Floor Beam Below, See Structural Drawings

6'-10" Min.

Exg. Floor Beam Below, See Structural Drawings

New Glass Railing at Exg. Curb (GL-1)

04-10 06-11 06-26 06-30

EQ EQ

CL

6'-8"

13'-0" Pergola Columns Connected to Existing Floor Beams (M-1), See 1/A-057, Structural Drawings

DAT

Pergola Swing, See Structural Report for Weight Limit

EQ

Pergola Structural Beam Above

1 A-057

+0'-0" AFF

EQ

EQ

Align Pergola Structure Grid with Exg. Beam, See Structural Drawings

EQ

02

Pergola Canopy Above +0'-0" AFF

EQ

10'-9"

Pergola Columns Connected to Existing Floor Beams (M-1), See 1/A-057, Structural Drawings

EQ

8'-0" 5 Beams @ Equal Spacing

Swing Clearance

01

CL

NTS

CL

6"

New Glass Railing at Existing Curb (GL-1), Typ.

STRUCTURAL ENGINEER:

Silman

32 Old Slip,10th Fl New York, NY 10005 T: 212.620.7970

3. All work need to be according to structural engineer weight limit. See structural engineer's report.

4. Contractor shall keep all roof membranes and insulations uninterrupted throughout.

Movable Planter (PA-20) Movable Planter (PA-21)

24'-2", VIF

2

2. Pedestal height shall be adjusted to support new stone thickness to match finish floor height.

New Glass Railing (GL-2)

1 A-051

Per BC27-388(j) Platform < 20% Coverage May be Combustible

A-03

1. Finish Floor to be raised +0'-7" above existing finished floor. Landing at top of stair to match existing finished floor elevation.

Greenroof (PZ-1). See Sched., Detail 5/A-073

19'-6", VIF

Built In Greenroof Planting Beds (PZ-7), See Sched., Detail 8/A-073

SUB

Movable Planters (PA-25), No Plantings Below

DRA

Exg. Floor Beam Below, See Structural Drawings

FILE

JOB Greenroof (PZ-1), See Sched.

New Glass Railing at Exg. Curb (GL-1)

Exg. Curb

SCA

SEA EQ

EQ

EQ

EQ

EQ 13'-0",VIF 5 Beams @ Equal Spacing

EQ

6'-10",VIF 4 Beams @ Equal Spacing

EQ

7",VIF EQ

EQ 6'-7",VIF 3 Beams @ Equal Spacing

NO

27'-0"

SHE

PE

SHE

1 A-053

PERGOLA PLAN

1/2"=1'-0"

FLOOR PLAN

PAG

Zhenwei Zhong | Phone: (1)347-371-0815 | zhenwei.zhong@columbia.edu

Artificial Turf (P-2), See Sched., See 7/A0-72

3"

Water Mist System Location, See A-011

Brushed S.S. Pipes Connected For Sound Transmission

1

A-022

2

2'-

1 " 2

4'-1012"

A-023

Built In Wood Planting Beds (PZ-2), See 8/A-072

1'-1112"

1'-9"

T: 53 BR T: MEP

A-022

New Metal Railing (M-2)(M-4) , WaterSee Mist5/A-071, 7/A-022 System Location, Metal Railing Post (M-2) Attached to See A-011 New Stl. Angle, See 5/A-071

11'-3", VIFRailing Metal

Post (M-2) Attached to New Stl. 1Angle, See 5/A-071

1 " 2

3'-7"

7'-7 2"

New Metal Railing (M-2)(M-4) , 5/A-071, 6/A-022 3'-7" 5"

See 3'-7"

3'-6"

1"

M Ne

A-022

212"

6 A-023

2"

New Metal Railing (M-2)(M-4) , See 5/A-071, 5/A-022

Children's Play House to Be Anchored to Exg. Roof Movable Planter, See A-001

D

29 STR Ne S T: 32 Ne T:

+ 0'-0" AFF

+ 0'-0" AFF Movable Planter, See A-001

Built In Wood Planting Beds Brushed S.S. Pipes (PZ-2), See 8/A-072 Connected Sound 4 A-022 For 5 Transmission 9"

2'-

Metal Railing Post (M-2) Attached to New Stl. Angle, See 5/A-071

A-022

2"

A-021

1 " 2

3'-6"

2'-

9"

"

11

2'-

Built In Wood Planting Beds (PZ-2), See 8/A-072 6 2"

A-023

Built In Wood Planting Beds (PZ-2), See 8/A-072

Stone Pavers (S-1) 7

A-022

LAN

A-022

T In MEP

2

New Metal Railing (M-2)(M-4) , See 5/A-071, 3/A-022

Brushed S.S. Pipes Connected For Sound Transmission

1

9"

New Metal Railing (M-2)(M-4) , See 5/A-071, 4/A-022

3

"

STR

ARC S

32

7

2

Metal Railing (M-2)(M-4) , See 1 " 2 5/A-071,3'-63/A-022

Align Railing Post to Edge of Built In Planting Bed

11

New Metal Railing (M-2)(M-4) , See 5/A-071, 5/A-021

5"

1'-9"

4'-11" 1 " 2

Transmission

3'-7"

5

2"

(M-2)(M-4) , Pipes See Connected

Movable Planter, See A-001

Metal Railing Post (M-2) Attached to New Stl. Angle, See 5/A-071

7'-712" 3'-7"

2'"

11

2'-

New 8'-6", VIF

A-0235/A-071, 2/A-022 For Sound

Built In Wood Planting Beds (PZ-2), See 8/A-072

A-022

9"

2'-

Metal Railing Post (M-2) Attached to New Stl. Angle, See 5/A-071

A-022

1New Metal Railing Brushed S.S.

1"

Metal Railing Post (M-2) Attached to New Stl. Angle, See 5/A-071

NORTH GARDEN [803]

1/4"=1'-0"

3'-512"

Built In Wood Planting Beds (PZ-2), See 8/A-072

5

PLAN

1

New Metal Railing (M-2)(M-4) , See 5/A-071, 1/A-022

7'-012"

1 " 2

3'-512"

+ 0'-0" AFF

A-021

"

3'-6"

1'-1112"

3'-312"

4

3

11

2"

A-021

3'-312"

Built In Wood Planting Beds (PZ-2), See 8/A-072

4

2'-

1 " 2

3'-7" 1"

" 11 2'-

A-021

+ 0'-0" AFF

2

(M-2)(M-4) , See 5/A-071, 5/A-022

Movable Planter, See A-001

2"

3

6"

A-022

9" 2'-

3 A-023

New Wood Deck (W-1)

1 " 2

3'-6"

212"

Water Mist System Location, See A-011

(M-2)(M-4) , See 5/A-071, 4/A-022

3'-612"

1 " 2

4'-1012"

2"

3'-2"

1

2'81 2"

1'-1"

7'-012"

6'-4" 3'-2"

10"

3'-2"

Brushed S.S. Pipes Connected For Sound Metal Railing Post Attached to Exg. Transmission Parapet (M-2), See 3/A-071 New Metal Railing (M-2)(M-4), See 3/A-071, 3/A-021

New Metal Railing (M-2)(M-4) , See 5/A-071, 5/A-021

5

1'-1"

3'-2"

4'-11" 1 " 2

2"

Artificial Turf (P-2), See Sched., See 7/A0-72

Metal Railing Post (M-2) Attached to New Stl. Angle, See 5/A-071 14'-112", VIF

1 " 2

6'-4"

Metal Tube Spacer (M-2), See 3/A-071

(M-2)(M-4) , See 5/A-071, 2/A-022

1"

Align Railing Post to Edge of Built In Planting Bed

12'-9", VIF

+ 0'-0" AFF

3'-512"

3'-512"

Built In Wood Planting Beds (PZ-2), See 8/A-072

4

(M-2)(M-4) , See 5/A-071, 1/A-022

7'-012"

1 " 2 3'-312"

3'-312"

" 11 2'-

A-021

+ 0'-0" AFF

3

6"

3"

3 A-023

New Wood Deck (W-1)

Exg. Parapet

3'-2"

9" 2'-

Metal Railing Post Attached to Exg. Parapet (M-2), See 3/A-071 New Metal Railing (M-2)(M-4), See 3/A-071, 3/A-021

7'-012"

6'-4" 3'-2"

2'10 1 2"

3'-2"

2'81 2"

3'-2"

10"

Metal Tube Spacer (M-2), See 3/A-071

2'10 1 2"

1 " 2

6'-4"

Exg. Parapet

Metal Railing Post (M-2) Attached to New Stl. Angle, See 5/A-071 New Metal Railing (M-2)(M-4) , See 5/A-071, 6/A-022

Built In Wood Planting Beds Brushed S.S. Pipes (PZ-2), See 8/A-072 Connected For Sound Transmission

Water Mist System Location, See A-011 + 0'-0" AFF

33

D Ne

29 T: Ne T:

+ 0'-0" AFF

Built In Wood Planting Beds (PZ-2), See 8/A-072

Stone Pavers (S-1)

1 P T

LAN

CLI In

PLAN

1

33 By Ne 10 T: Ne

NORTH GARDEN [803]

1/4"=1'-0"

A-021

1 DA P

ARCHITECT:

Exg. Parapet

Top Of Exg. Parapet Beyond

New Metal Railing (M-2) (M-4) , See 3/A-071

3 A-071

New Metal Railing (M-2) (M-4), Typ. See 5/A-071

Same Type Planters Shall Be Aligned Throughout

T.O. New Metal Railing

Exg. Parapet

Brushed S.S. Pipes Connected For Sound Transmission

New Metal Railing (M-2) (M-4), Typ. See 5/A-071

Soil Type See Sched.

1 2" Tolerance Allow For Material Thermal Expansion 1 8" Thick Perforated Aluminum Edge Restraint (M-3) Non-Woven Filter Fabric

+ 3'-6" AFF 2"

+ 0'-0" AFF

23 4"

T.O. Finish Floor T.O. Finish Floor T.O. Stair Landing -0'-7" AFF T.O. Exg. Roofing

Varies

11 4"

S.S. Bumper 2" Thermal Bluestone Stone Pavers (S-1)

CL

3

Varies

3 A-071

+ 5'-0" AFF

T.O. Exg. Parapet

T.O. Finish Floor + 0'-0" AFF

A-021

7

A-073

T.O. Exg. Roofing

Built In Wood Planting Beds (PZ-2), See A-001 and 8/A-072 Same Type Planters Shall T.O. Exg. Roofing Be Aligned Throughout + 0'-0" AFF

Varies

NORTH ELEV.

4

AT ROOFTOP Shim Built In Planting Bed As Necessary

A-073

New Stl. Angle Attached to Existing Stl. Extension, See Structural Draings, 5/A071

PAVER DETAIL

1"=1'-0" Built In Wood Planting Beds (PZ-2), See A-001 and 8/A-072

T.O. Exg. Roofing Varies

Light-Weight Fill, Level As Necessary, Install to Provide Full Drainage and Avoid Submerged Soil Conditions Exg. Roofing, No Penetration to

Waterproofing Membrane AlignExisting Building Planter Height

Gap Smaller Than 4"

PLANTER DETAIL

1 A-073 1"=1'-0" Shim Built In Planting Bed As Necessary Built In Planting Bed 1'-6" Max AFF

Children's Play House In Front, See A-001

04-1 06-1 06-2 06-3

SU

LANDSCAPE DESIGNER:

335 W 19th St #A9 New York, NY 10011 T: 646.244.1285

PA-1 AT PLANTING

Built In Wood Planting Beds (PZ-2), See A-001 and 8/A-072

Movable Planters In Exg. Balustrade Front, See A-001

Turf Landscape Design Inc.

Contractor to VIF existing Mira Drain Throughout, If Not, Contractor To Provide

Built In Wood Planting Beds (PZ-2), See A-001 and 8/A-072

Built In Planting Bed 1'-6" Max AFF

DA

Provide Full Drainage and Avoid Submerged Soil Built In Wood Planting Beds Built In Wood Planting Beds Shim Built In Planting Conditions MEP ENGINEER: (PZ-2), See A-001 and 18" Thick Perforated Aluminum Edge Restraint Bed As(M-3) Necessary (PZ-2), See A-001 and 5 8/A-072 1 Engineers, PLLC New Metal Railing (M-2) (M-4), Typ. Expansion Existing 18-Story 8/A-072 Building 2" Tolerance Allow For Material Thermal Built In PlantingDagher Bed A-071 1" Thick Planter Riser 1'-6" Max AFF 29 Broadway See 5/A-071 Same Type 1" Thick Protection Board, Dimension Same Type Planters Shall New York, NY 10006 Planters Shall to Be Twice the Footprint of Planter, Be Aligned Throughout T: 212.480.2591 See Sched.

Be Aligned

Align Building Planter Height

AT PLANTING BED Shim Built In Planting Bed As Necessary

32 Old Slip,10th Fl New York, NY 10005 T: 212.620.7970

Moisture Retention Mat

Shim Built In Planting Bed As Necessary New Metal Railing Built In (M-2) Planting Bed (M-4), Typ. 1'-6" See 5/A-071 Max AFF

+ 0'-0" AFF

Ne

STRUCTURAL ENGINEER:

Provide Sufficient Hole Size and Spacing to

T.O. Finish Floor

Throughout

Contractor to VIF existing Mira Drain Throughout, If Not, Contractor To Provide

Children's Play House In Front, See A-001

04-1 CLI 06-1 By 06-2 10 06-3

Silman

Tree Rootball

Fill Packaging Peanuts

Built In Shim Built Pedestal In Planting Height Shall Be Adjusted to Wood Planting Beds Support New Stone Thickness to Bed As Necessary (PZ-2), See A-001 and Match Finish Floor Height,See Specs New Metal Railing Built In Planting BedExg. Parapet8/A-072 Brushed S.S. Pipes Light-Weight Fill, Level As Necessary, (M-2) (M-4), Typ. Connected For Sound 1'-6" Max AFF Install to Provide Full Drainage and Transmission See 5/A-071 Avoid Submerged Soil Conditions

Align Building Planter Height

NORTH GARDEN [803]

1/4"=1'-0"

Built In Planting Bed 1'-6" Max AFF

Gap Smaller Than 4" 3" Flo-Pak Regular Loose

2"

New Metal Railing (M-2) (M-4), Typ. See 5/A-071 536 COURT STREET, SUITE 2 Type Planters Shall BROOKLYN, NYSame 11231 Throughout T: 212.343.4203BeF:Aligned 646.284.5492

Non-Woven Filter Fabric, Throughout on All Inner Faces of Planter

Align Building Planter Height Soil Type See Schedule

Exg. Roofing, No Penetration to Existing Waterproofing Membrane

Contractor to VIF existing Mira Drain Throughout, If Not, Contractor To Provide

PAVER LANDING DETAIL

1"=1'-0"

Varies

T.O. Finish Floor

Same Type Planters Shall Be Aligned Throughout

Align Building Planter Height

Thick Thermal Blue Stone Pavers (S-1) on Pedestal System Pedestal System, Number of Pedestals Recommended by Manufacturer Depends On Stone Size and Thickness

Align

Pedestal Height Shall3/A-071 Be Adjusted to Beyond 5/A071 (M-4) , See Support New Stone Thickness to Protection Board Distributes 1" Thick Match Finish Floor Height,See Specs Exg. Roofing, No Penetration to Existing Waterproofing Membrane

T.O. New Metal Railing

2

3

Aluminum Angle

CL Built In Planting Bed 1'-6" Max AFF Exg. Parapet

+ 3'-6" AFF

Soil Assembly 7" Max

Fixture (SL-1). Install Per Manufacturer New Stl. Angle Attached Shim BuiltInstructions In Planting Pedestal System, Number of Pedestals to Existing Stl. Extension, Bed As Necessary Recommended

by Manufacturer See Structural Draings, Depends OnMetal Stone Size and Thickness Top Of Exg. Parapet New Railing (M-2)

23 4"

+ 0'-0" AFF

T.O. Exg. Roofing

CL

Align Building Planter Height 4"

Existing 18-Story Building Planter Dia. 2'-6"

2" Clearance

+ 5'-0" AFF

T.O. Exg. Parapet

Exg. Balustrade

MODU Architecture, PLLC

5 Tree Type See Sched., Tree Weight 50lbA-071 Max At Maturity Light Weight Fiber Stone Movable Planter, See Sched., Weight Limit In Saturated Soil Conditions Per Structural Engineer Report

DR Movable Planters In Front, See A-001

Built In Wood Planting Beds (PZ-2), See A-001 and 8/A-072

Shim Built In Planting Bed As Necessary

101 W 78th St PH Terraces

Built In Planting Bed 1'-6" Max AFF

FIL

JO

CLIENT:

NORTH ELEV.

1/4"=1'-0"

1

+ 0'-0" AFF

Planter Width 1'-6"

2" Clearance

+ 5'-0" AFF Varies

Built In Planting Bed 1'-6" Max AFF

3" Flo-Pak Regular Loose Fill Packaging Peanuts

Thick PVC Board (P-3)

Provide Sufficient Hole Size and New Metal Railing Spacing to Provide Full Drainage and Avoid Submerged Soil Conditions (M-2)(M-4) , See 5/A-071 Light-Weight Fill, Level As Necessary, Install to Provide Full Drainage and Avoid Submerged Soil Conditions

T.O. New Metal Railing

Non-Woven Fabric Filter

+ 0'-0" AFF

+ 0'-0" 14'-112", VIF

BUILT IN PLANTER DETAIL 2 Mesh Panels @ Equal Widths

1"=1'-0"

T.O. New Metal Railing + 5'-0" AFF

New Metal Railing (M-2)(M-4) , See 5/A-071

T.O. New Metal Railing

Provide Light-Weight Fill As 5'-0" AFF Necessary, Install+to Provide Full Drainage and Avoid Exg. Parapet Submerged SoilT.O. Conditions Exg. Roofing, No + 3'-6" AFF Penetration to Existing Waterproofing Membrane

T.O. Exg. Roofing Varies

Contractor to VIF existing Mira Drain Throughout, If Not, Contractor To T.O. Finish Provide

5

Stl. Angle Attached to PZ-7 AT NORTHNew TERRACE [901] Existing Stl. Extension, See Structural Draings, 5/A071 New Metal Railing (M-2)(M-4) , See 5/A-071

A-073

PLANTING BED DETAIL

1"=1'-0"

1'-1", VIF

T.O. Exg. Roofing PZ-1, PZ-3, PZ-5 Varies

+ 5'-0" AFF

NORTH ELEV.

1/4"=1'-0"

Built In Wood Planting and 8/A-072

8"

2"

Thick Perforated Aluminum Edge Restraint (M-3)

Tolerance Allow For Material Thermal Expansion

New Inspection Chamber

Align

Greenroof Planting, See A-002 & A-003

T.O. Finish Floor + 0'-0" AFF T.O. Exg. Roofing Varies

5 A-021

T.O. Exg. Roofing

New Stl. Angle Attached to Existing Stl. Extension, See Structural Draings, 5/A071

2 Mesh Panels @ Equal Widths 1

1

Soil Mix, See Sched.

Non-Woven Fabric Filter

NORTH ELEV.

NORTH GARDEN [803]

+ 0'-0" AFF T.O. Stair Landing -0'-7" AFF T.O. Exg. Roofing

Pedestal Height Shall Be Adjusted to Support New Stone Thickness to Match Finish Floor Height,See Specs

4

Varies

A-021 Exg. Roofing, No Penetration to Existing Waterproofing Membrane

Existing Roofing No Change to Drain

9

ROOF DRAIN

1"=1'-0"

AT PLANTING

Varies

6 A-073

PAVER DETAIL

1"=1'-0"

ROOFTOP AT ELEVATION 0'-0"

DRAWN BY:

Planter Dia.1'-0"

Built In Wood Planting Beds (PZ-2), See A-001 and 8/A-072

DOB PERMIT Built In Planting Bed 1'-6" Max AFF

2 Mesh Panels @ Equal Widths

SCALE:

1" = 1'-0"

Non-Woven Filter Fabric, Throughout on All Inner Faces of Planter

SH

3 A-021

NORTH ELEV.

1/4"=1'-0"

Built In Planting Bed 1'-6" Max AFF

Varies

Soil Type See Schedule

2" Thick Thermal Bluestone Pavers (S-1), See A002 For Info On Adjacent Materials

PLANTER DETAIL

1" Thick Planter Riser 1" Thick Protection Board, Dimension to Be Twice the Footprint of Planter, See Sched.

Light-Weight Fill, Level As Necessary, Install to Provide Full Drainage and Avoid Submerged Soil Conditions Exg. Roofing, No Penetration to Existing Waterproofing Membrane Contractor to VIF existing Mira Drain Throughout, If Not, Contractor To Provide

PA-25

8T

Shim Built In Planting Bed As Necessary

Top of Exg. Parapet Beyond

+ 0'-0"

T.O. Exg. Roofing

SC

SH SEA

New Metal Railing (M-2)(M-4) , See 3/A-071

1707

Moisture Retention Mat

1"=1'-0"

12'-9", VIF

ZZ

T.O. Finish Floor

Provide Sufficient Hole Size and Spacing to Provide Full Drainage and Avoid Submerged Soil Conditions

NORTH GARDEN [803]

3

JO New Metal Railing (M-2)(M-4) , See 3/A-071 Top of Exg. Parapet Beyond

SEAL & SIGNATURE:

Light Weight Fiber Stone Movable Planter, See Sched., Weight Limit In Saturated Soil Conditions Per Structural Engineer Report

3

A-073

SUBMITTAL:

T.O. Exg. Roofing PA-14, PA-15, PA-16, PA-17, PA-18, Varies PA-19, PA-20, PA-21, PA-22

NORTH GARDEN [803]

Contractor to VIF existing Mira Drain Throughout, If Not, Contractor To Provide

Contractor to VIF existing Mira Drain Throughout, If Not, Contractor To Provide

A-073

T.O. Exg. Roofing

FIL

Metal Railing

+ 3'-6" AFF

Shim Built In Planting Bed As Necessary

NORTH ELEV.

DR

BOARD SUBMISSION BOARD SUB.REV.1 DOB SUBMISSION CD SET

+ 5'-0" AFF

+ 0'-0" AFF

1/4"=1'-0"

04-10-18 06-11-18 06-22-18 06-26-18

JOB NO: T.O. Exg. Parapet

New Stl. Angle Attached to 2" Clearance Existing Stl. Extension, See Structural Draings, 5/A071

SEA

T.O. New Metal Railing FILE NAME: _xPlanting Details

1 2" Tolerance Allow For Material Thermal Expansion 3" Flo-Pak Regular Loose Fill Packaging Peanuts T.O. Finish Floor

Pedestal System, Number of Pedestals Recommended by Manufacturer Depends On Stone Size and Thickness

.001" System Filter

1/4"=1'-0"

1'-1", VIF

Varies 3 2" Thick Thermal Bluestone Pavers (S-1)

T.O. Finish Floor

PLANTER DETAIL

NORTH ELEV.

1/4"=1'-0"

+ 0'-0"

Shim Built In Planting Bed As Necessary

14'-112", VIF

Varies

A-021

T.O. Finish Floor

+ 0'-0"

T.O. Exg. Roofing

4

BedsGARDEN (PZ-2), See A-001 NORTH [803]

+ 0'-0"

New Stl. Angle Attached to Existing Stl. Extension, See New MetalDraings, Railing2 5/A071 Structural (M-2)(M-4) , SeeA-073 3/A-0711"=1'-0"

Exg. Parapet Built In Wood Planting Beds (PZ-2), See A-001 and 8/A-072

1'-6" Max

5 A-021

T.O. Finish Floor

Tolerance Allow For Material Thermal Expansion T.O. New

New Metal Railing (M-2)(M-4) , See 5/A-071

T.O. New Metal Railing

+ 3'-6" AFF

2"

SC SU

ISSUE

1" Thick Planter Riser + 5'-0" AFF 1" Thick Protection Board, Dimension to Be Twice the Footprint of Planter, T.O. Exg. Parapet See Sched.

Light-Weight Fill, Level As Necessary, Install to + 3'-6" AFF Provide Full Drainage and Avoid Submerged Soil Conditions Exg. Roofing, No Penetration to Existing Waterproofing Membrane Contractor to VIF existing Mira Drain Throughout, If Not, Contractor To T.O. Finish Floor Provide

Shim Built In Planting Bed As Necessary

Floor

T.O. Exg. Parapet Built In Planting Bed 1'-6" Max AFF

1

T.O. Exg. Roofing Varies Exg. Parapet Built In Wood Planting Beds (PZ-2), See A-001 and 8/A-072

+ 0'-0"

Shim Built In Planting Bed As Necessary

DATE

Provide Sufficient Hole Size and Spacing to Provide Full Drainage and Avoid Submerged Soil Conditions 1 8" Thick Perforated Aluminum Edge Restraint (M-3)

T.O.Metal Finish Floor New Railing (M-2)(M-4) + 0'-0" AFF , See 3/A-071

Soil Type See Sched.

T.O. Finish Floor

Light Weight Fiber Stone Movable Planter, See Sched., Weight Limit In Saturated Soil Conditions Per Structural Engineer Report Non-Woven Filter Fabric, Throughout on All Inner Faces of Planter Soil Type See Schedule Moisture Retention Mat

Vegetation

Soil Assembly 7" Max

In WoodtoPlanting No Penetration Exg. Roofing,Built Existing Waterproofing Beds (PZ-2), See A-001 Membrane and 8/A-072 Contractor to VIF existing Mira Drain Throughout, If Not, Contractor To Provide

T.O. Finish Floor

A-073

2"

Non-Woven Filter Fabric, Throughout on All Inner Faces of Planter Moisture Retention Mat

T.O. Exg. Roofing

T.O. Exg. Roofing 8 Varies

NORTH GARDEN [803]

20 Gauge Anodized Aluminum Stud Framing (M-7)

1'-6" Max

2

Soil Depth 1'-3" Max 3" Flo-Pak Regular Loose Fill Packaging Peanuts A-021 Built In Planting Bed 11" Max Above New Finished Floor 1 8" Anodized Aluminum Curb(M-5) Fillet Top Corner, See Sched.

1 8" Thick Perforated Aluminum Edge Restraint (M-3) 1 2" Tolerance Allow For Material Thermal Expansion T.O. Finish Floor

Byzantine Properties, LLC 101 West 78th Street, PH New York, NY 10024

Soil Type See Schedule, Weight Limit In Saturated Soil Conditions Per Structural Engineer Report 2" Clearance 1 8" Anodized Aluminum Curb(M-5), Fillet Top Corner, See Sched.

Built In Wood Planting Beds

NORTH GARDEN [803] (PZ-2), See A-001 and

SH

8T

8/A-072

Top : Elevation Drawing 12'-9", VIF

2 Mesh Panels @ Equal Widths

Shim Built In Planting Bed As Necessary

PA SH

SHEET TITLE:

ROOFTOP FLOOR DETAILS 3 A-021 SHEET NO:

A-073.00 PAGE NO:

Left: NORTH GARDEN [803] Floor Details Drawing

NORTH ELEV.

1/4"=1'-0"

Bottom: Path Render by Lumion 25Bamboo of 31

PA

Top: 360 VR Render by Lumion + Insite VR for Client Meeting, by Using VR Headset

Zhenwei Zhong | Phone: (1)347-371-0815 | zhenwei.zhong@columbia.edu

Top: Interior Render by Professional Renderer Mid(x2): Interior Render by VRay for Rhino Bottom: Axon

Professional Work

AT&T Entertainment Soundstage Type: Retail Location: Westfield Century City, LA, California Office: MODU Architecture Phase: SD Responsibilities: - Design Studies - Produce Presentation Drawings - Coordinate Design with Related Consultants - Produce Schematic Drawings

8

6

7 7

4

1. VR Servios 2. eSPORTS 3. AR Magic Leap 4. Product Demos 5. Video Games 6. Broadcast Studio 7. Recording Studio 8. Kiosk

3 1 2

5

AT&T Entertainment Soundstage Westfield Century City 10250 Santa Monica Blvd, Los Angeles, CA 90067

Default State 02/16/2018

Not To Scale

Option FIN

A

B

10'-0"

C

86'-43 4",VIF

30'-0" 19'-9"

16'-43 4"

30'-0"

7'-0"

51'-7"

1

R = 29'-9

4'-4"

2"

Digital Screen

10'-4"

9'-6"

RECORDING BOOTH (LARGE) 203 1

=2

Fixed Storefront Glass Wall

"

7 16

3

4'-

R A-30 2

01

9'-33 4"

" 23'-3 R=

2 1

26'-10"

Inner Fabric Scrim, Typ.

RECORDING BOOTH 204 A-31 3

Floor Track for Movable Wall

30'-0"

Movable Wall

9'-33 4"

53'-8",VIF

Operable Bi-fold Storefront Glass Wall

RECORDING BOOTH 205 4 1

A-31

4

A-30

A-35

SOUNDSTAGE 202

4

5

7'-0"

208

Floor Power Data Outlets

POINT OF SALE 206 12'-0"

6 5

A-30

02

Outer Fabric Scrim, Typ.

7

14'-512"

Ptd. Metal Column Covers, Typ.

6'-6"

14'-2"

Vertical Louvers, Typ.

LOCKER AREA 207 7 6

A-30

A-31

3

Media Wall

3'-01 2"

8

11'-1"

8'-0"

5'-113 4"

60'-0"

ARCHITECT:

MODU Archite

536 COURT STREET BROOKLYN, NY 112 T: 212.343.4203 F: 6

STRUCTURAL ENGINEER:

1 A-01

FLOOR PLAN

Black Ptd. GWB Wall, Typ.

1/4"=1'-0"

Technical Ceiling,Typ.

MEP ENGINEER:

14'-2"

Bronze Mirror Glass Panel For Media Wall

Solid Surface Countertop

ADDTIONAL CONSULTANT:

Wd. Ptd. Cabinet

4"

Metal Baseboard, Typ.

EAST ELEV.

6

WEST ELEV.

3

POINT OF SALE [206]

1/4"=1'-0"

A-30

1/4"=1'-0"

A-30

ENTERTA SOUNDST

RETAIL FLOOR [201]

CLIENT:

AT&T WESTFIELD CENT 10250 SANTA MON LOS ANGELES, CA 90067 DATE Felt Acoustic Wall, Typ.

Open To Beyond

ISSUE

SD SUB

02.12.18

13'-8"

Ptd. GWB. Wall, Typ.

Open To Beyond Retail Locker Back Ptd. Glass Wall

Top: Floor Plan

Back Ptd. Glass Wall

4"

Metal Baseboard, Typ.

SUBMITTAL:

SD SET

SUBMISS 7

Mid & Bottom: Interior Elevation

A-30

WEST ELEV.

1/4"=1'-0"

4

POINT OF SALE [206]

A-30

NORTH ELEV.

1/4"=1'-0"

RETAIL FLOOR [201]

1 A-30

NORTH ELEV.

1/4"=1'-0"

RECORDING BOOTH(L) [203]

DRAWN BY:

ZW

FILE NAME:

..._x_IntEl

JOB NO:

1706

ARCHITECT:

ARCHITECT:

MODU 1/4" = 1'-0 SCALE: Architecture,

MODU Architecture, PLLC 536 COURT STREET, SUITE 2 BROOKLYN, NY 11231 T: 212.343.4203 F: 646.284.5492

536 COURT STREET, SUITE 2 BROOKLYN, NY 11231 SEAL & SIGNATURE: T: 212.343.4203 F: 646.284.54

Ptd. GWB Wall

STRUCTURAL ENGINEER:

Exg. Floor Slab

STRUCTURAL ENGINEER: 6"0. D. Metal Rail Cover, Typ.

3'-6"

4'-0"

Felt Acoustic Panel Wall, Typ. Metal Soffit

Scrim Fabric, Typ.

12'-0" 11'-0"

212"

Felt Panel On Door MEP ENGINEER:

1'-0"

18'-0"

Digital Screen

SHEET TITLE:

MEP ENGINEER:

INTERIOR ELE [201], [203], [20

1'-0"

8'-6"

Metal Soffit, Possible Location for Signage

13'-7"

2'-0" 145'-014"

ADDTIONAL CONSULTANT:

Solid Surface Typ.

Countertop, ADDTIONAL CONSULTANT:

3 A-35

212"

EQ

SHEET NO:

OUTER SCRIM C ELEV.

Wd. Ptd. Cabinet, Typ.

3/16"=1'-0"

1 A-20

A-3

EQ 7'-0"

NORTH EXTERIOR ELEV.

1/4"=1'-0"

5 A-30

ENTERTAINMENT

NORTH ELEV. POINT OF SALE [206] SOUNDSTAGE

1/4"=1'-0"

Outter Scrim A

4 of 8

3'-6"

ISSUE

02.12.18

SD SUB

1'-0"

SD SUB

1'-0"

CLIENT:

AT&T WESTFIELD CENTURY CITY 10250 SANTA MONICA BLVD PAGE NO: LOS ANGELES, CA 90067 DATE

12'-0"

ISSUE

ENTERTAINME SOUNDSTAGE

8'-6"

12'-0" 11'-0"

DATE

1/4"=1'-0"

A-30

Technical Ceiling, Typ.

AT&T Ptd. Metal Column Cover, Typ. WESTFIELD CENTURY CITY Outter Scrim C 10250 SANTA MONICA BLVD. LOS ANGELES, CA 90067

02.12.18

WEST ELEV. RECORDING BOOTH (L) [203]

2

Black Ptd. GWB. Wall, Typ.

CLIENT:

Inner Scrim A

2'-0" 70'-1114"

4 A-35

6 EQ Panels @ 2'-7" 15'-614"

6 EQ Panels @ 3'-1"

6 EQ Panels @ 3'-0"

3 EQ Panels @ 3'-0"

18'-6"

18'-0"

9'-1"

SOUTH ELEV.

1

3/16"=1'-0"

A-35

OUTER SCRIM A ELEV.

3/16"=1'-0"

SUBMITTAL:

SUBMITTAL:

SUBMISSION

DRAWN BY:

ZW

DRAWN BY:

ZW

FILE NAME:

..._x_IntElev.dwg

FILE NAME:

..._x_ExtElev.dwg

JOB NO:

1706

JOB NO:

1706

SCALE:

3/16" = 1'-0"

SCALE:

1/4" = 1'-0"

SEAL & SIGNATURE:

Outer Scrim C

A-20

UNFOLDED NORTH EXTERIOR ELEV.

Outer Scrim A

1/4"=1'-0"

3'-6"

2

SD SET SUBMISSION

SD SET

1'-0"

8'-6"

12'-0"

SEAL & SIGNATURE:

2'-0" Outer Scrim B

71'-83 4"

SHEET TITLE:

EXTERIOR ELEVATIONS 2 8 EQ Panels @ 3'-0" 24'-0"

3 A-20

WEST EXTERIOR ELEV.

EQ

EQ 7'-0"

A-35

6 EQ Panels @ 3'-3"

OUTER SCRIM B ELEV.

SHEET TITLE:

OUTER SCRIMS ELEVATIONS SHEET NO:

3/16"=1'-0"

SHEET NO:

19'-9"

5 A-35

OUTER SCRIM AXON

A-35

A-20

NOT TO SCALE

1/4"=1'-0"

PAGE NO:

PAGE NO:

3 of 8

Zhenwei Zhong | Phone: (1)347-371-0815 | zhenwei.zhong@columbia.edu

6 of 8

Professional Work

Second Life, Urban Revitalization of Newburgh Winner, 2019 Emerging Voices

Type: Urban Revitalization Location: Newburgh, New York Office: MODU Phase: Intiative Responsibilities: - Design Study - Rendering - VR Representation - Plan and Section Drawings

Professional Work

Carbon Fiber Installation Finalist, Flatiron Plaza Holiday Competition

Type: Installation Location: New York City Office: MODU Architecture Phase: Conceptual Design Responsibilities: - Conceptual Design - Produce Presentation Drawings - Produce Technical Drawings

KEY: - New Wall Construction - Existing Wall to Remain

NOTE:

A

B

C

D

E'

E

F

1.

ALL NEW WD. FINISH FLOORS TO BE INSTALLED WITH ACOUSTICAL TREATMENT BELOW, FLOOR DETAILS

2.

NO CHANGE IN USE, EGRESS OR OCCUPANCY.

G

84'-012", VIF

3

BEDRM 1 605 AREA: 299 SF. LIGHT: 32 SF. AIR: 16 SF.

5

Up

New Pocket Door.

WALK-IN CLOSET 606

New Barn Style Door (M-3)

3'-10", VIF

BATH 2 619

412" 5'-312", VIF

2

3'-7"

2

A-30

3

3'-1", VIF

CL. 611

602

Dn

605A

EXIST. FIRE ESCAPE

EX

2

1'-812"

CL.

1'-5" 4'-10", VIF

BATH 3 608

603

412"

CL.

610

612

Existing Counter Top To Be Resurfaced.

NEW PANTRY 607

FOYER 618

CL.

2

4'-10"

1

Line of Soffit Above.

1

613

2

BATH 1 602 EX

FAMILY ROOM 609 AREA: 588 SF. LIGHT: 97.25 SF. AIR: 48.62 SF.

Install S.S. Cables (M-2) to Existing Stair Rail for Compliance with BC27-375(f), See 2/A-050

0

A-30

CL.

2'-4"

601

2'-4"

EXIST. FIRE ESCAPE

19'-3", VIF

'-1

10

FOYER 601

EXIST. 1.5HR FPSC DOOR

2

2 IF

,V

0"

600

A-33

Up

601A

ELEVATOR VESTIBULE (NO WORK)

Install S.S. Cables (M-2) to Existing Stair Rail for Compliance with BC27-375(f), See 1/A-050

1 3

0

1

Public Hall

605

606

New Ref.

Dn

Existing Operable 4' x 8' Skylight Above.

REAR YARD

38'-0", VIF

WHITE STREET

619

New Double Ovens

1

3

New 2'-8" Door.

Refinish Ex'g Wd. Columns

01

609

A-32

604

1

Up

New 1hr.

Demising Wall.

4 2

New Pocket Door.

5'-5", VIF

2 A-31

608

Exist. Window W4.5' x H7.25'

A-30

New 4' x 8' Operable Skylight Above.

REAR FOYER 610

1

17'-10", VIF

4

Dn

2

Exist. Window W4.5' x H7.25'

LIVING ROOM 604 AREA: 611 SF. LIGHT: 32 SF. AIR: 16 SF.

KITCHEN 603

10'-10", VIF

New 4' x 8' Operable Skylight Above.

New Shelving (W-2), See 1/A-054

New Partition (Pt-1) to be Full Height of Interior Space.

8'-0", VIF

18'-9", VIF

21'-512", VIF

EX

2 New Partition (Pt-1) to be Full Height of Interior Space.

13'-8", VIF

1 A-054

3

3 2

3 A-050

9'-8", VIF

1'-512", VIF1'-9", VIF

4'-112", VIF

4'-112", VIF

4'-2", VIF

4'-7", VIF

11'-2", VIF

4'-212", VIF

Up

New Metal Stair (M-1)(M-2) to Existing Mezzanine with Compliance with BC27-375(f), See 3/A-050

10'-1012", VIF

10'-8", VIF

17'-712", VIF

28'-8", VIF 4'-1", VIF

3

1'-112", VIF

11'-7", VIF

8'-7", VIF

9'-612", VIF

EXIST FPSC . 1.5HR DOOR

10'-1012", VIF

10'-6", VIF

3'-9"

10'-7", VIF

5'-5", VIF

10'-3", VIF

4'-812", VIF

25'-1112", VIF

16'-1112", VIF

8'-0", VIF

6'-3", VIF

ARCHITECT:

MODU Architecture, PLLC

1 A-001.

00

FLOOR PLAN

ARCHITECT:

536 COURT STREET, SUITE 2 BROOKLYN, NY 11231 T: 212.343.4203 F: 646.284.5492

6TH FLOOR

1/4"=1'-0"

Existing Closet Doors

Existing Closet Doors

MODU Archite

STRUCTURAL ENGINEER:

Sched. Skylight

FOYER 618

33 4"

MEP ENGINEER:

53 4"

Dagher Engineers, PLLC

Professional Work

29 Broadway New York, NY 10006 T: 212.480.2591

536 COURT STREET, BROOKLYN, NY 112 T: 212.343.4203 F: 6

Flashing

STRUCTURAL ENGINEER:

Silman

NORTH ELEV.

4

NORTH EAST ELEV.

1

KITCHEN [603]

1/2"=1'-0"

A-030.

00

32 Old Slip, 10th Fl New York, NY 10005 T: 212.620.7970

FOYER [618]

1/2"=1'-0"

A-030.

00

17 White Street, 6A&6D

MEP ENGINEER:

CLIENT:

DATE

ISSUE

05 07 18

BUILDING BOARD FILING SET BOARD 08 06 18 SUBMISSION 2 DOB SUBMISSION CD SET SUBMISSION

601

CL

CL

29 Broadway New York, NY 10006 T: 212.480.2591

Ice and Weathershield Over Plywood Sheathing 3/4" Structural Plywood 5

New Skylight.

See 1/A-060

Dagher Engineers,

Interior

Batt Insulation with Vapor Barrier Towards Interior

DAVID SHOONMAKER 17 WHITE STREET, UNITS 6D & 6A NEW YORK, NY 10013

Exg. Door

FOYER 601

602

Exterior

4'-63 4", VIF

SCHOONMAKER 2 RESIDENCE

New Ptd.Wd. Door (W-1)

New Duplex Outlets, Match EX'G Height

8"

Ptd. GWB (Pt-1)

S.S. Counter Flashing 3'-714"

NORTH ELEV.

New Wd. Ptd. Pocket Door (W-1), Supporting Framing See 2/A-071

FOYER [601]

1/2"=1'-0"

Elastomeric Flashing SUBMITTAL: CONSTRUCTION

DOCUMENTS

Existing Wd. Column

8"

2 A-030.

00

Exg. Masonry Wall

7"

DRAWN BY:

ZZ

FILE NAME:

Schoonmaker_x_IntElev

JOB NO:

1705

SCALE:

1/2"=1'-0"

Roof Membrame Wood Fiber Cant

SCHOONM RESIDENC

Existing Roof

SEAL & SIGNATURE: New Ptd. GWB Partition (Pt-1)

New Barn Style Door (M-3)

New Wall Mounted Smoke Detector

Existing Roof Joists

CL

CL

LIVINGROOM 604

604

603 New Light Switch New Ptd. Wd. Pocket Door (W-1)

CL

SHEET TITLE:

Foyer 601

CL

DATE SHEET NO:

EQ

5 A-030.

00

SOUTH ELEV.

1/2"=1'-0"

LIVING ROOM [604]

EQ

CLIENT:

DAVID SHOONMAKE 17 WHITE STREET, NEW YORK, NY 100

INTERIOR ELEVATIONS[601], [603], [604], [618]

3'-6"

6'-0"

Type: Residential Location: New York City Office: MODU Architecture Phase: DD/CD Responsibilities: - Produce Drawings for Construction Docments - Drawings & Files for Board/DOB Filing

32 Old Slip, 10th Fl New York, NY 10005 T: 212.620.7970

14°

New 112" O.D. Ptd. S.S. Railing (M-1)(M-2), See 3/A-050

3"

Silman

KITCHEN 603

No Work

A-030.00

1'-0"

3 A-030.0 00

SOUTH ELEV.

1/2"=1'-0"

1

FOYER [601]

A-060.

00

DETAIL

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

SKYLIGHT

PAGE NO:

10 of 24

Zhenwei Zhong | Phone: (1)347-371-0815 | zhenwei.zhong@columbia.edu

ISSUE

05 07 18

BUILDING B

08 06 18

BOARD SUB DOB SUBMI CD SET SUB

Professional Work

Baron Balche Winery Hotel Type: Hospitality Location: Mexico Office: T38 Studio Phase: Conceptual Design Responsibilities: - Conceptual Design - Produce Presentation Drawing

Professional Work

Mixed-use Type: Mixed-use Location: Mexico Office: T38 Studio Phase: Conceptual Design Responsibilities: - Conceptual Design - Presentation Drawing Right: Render by VRay for SketchUp

Professional Work

Building Extension Type: Residential Location: Mexico Office: T38 Studio Phase: Conceptual Design Responsibilities: - Conceptual Design - Presentation Drawing Right: Render by Professional Renderer

Professional Work

Gallery

Warehouse Transformation Type: Institutional Location: California Office: T38 Studio Phase: Conceptual Design Responsibilities: - Conceptual Design - Presentation Drawing Right: Render by VRay for SketchUp Zhenwei Zhong | Phone: (1)347-371-0815 Â | Â zhenwei.zhong@columbia.edu

Mapping of Seoul Yellow Dust Yellow Dust Data

Seoul Digital Model

Input

Analysis

Seoul GIS District Data

GIS Data Analysis

Mapping Data on Model

Mapping Data with on Model

QGIS Seoul Air Pollution Excel Data

Studying Visulization Method

Simulate Process Situation

Output

Data Display

Camera Setting

Human

Hoster

Meerkat Seoul Air Pollution Data Analysis

Excel

TTtoolbox

Other Work - Data Visualization

Mapping of Seoul Yellow Dust Animation Type: Grassopper Data Visualization School: Columbia GSAPP Responsibility: - Conceptual Design - Rhino & Grasshopper Modeling

Rhino

Kangaroo

Other Work - Study Model

Study Model Top & Left: Detachable Model of Chinese Medicine Center Right: East Harlem Rehabilitation Prototype

Other Work - Intern in China

Mixed-use High Rise Type: Commercial Location: Foshan, China Office: Hanhua Architects + Engineer Phase: DD Responsibilities: - Produce Drawings for Schematic Drawings - Digital Modeling - Prepare presentation files Zhenwei Zhong | Phone: (1)347-371-0815 Â | Â zhenwei.zhong@columbia.edu