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