PROJECTS 2016 - 20
01 HALF FOOTPRINT 2019 FALL PG 01-6
02 CULTURAL NEST 20 SPRING PG 07-12
03 THE LIVING BOUNDARY 2016 FALL PG 13- 17
04 SOFT INFRASTRUCTURE 2017 - 2018 PG 18-24
05 OTHERWORKS 2015PG 25-3
HALF FOOTPRINT Project:
Residential, Mixed-Use,
Location:
Los Angeles, CA
Type:
Academic- Individual
Year:
2019Fall
Instructor:
David Benjamin/ GSAPP
40% of global waste energy consumption is devoted to buildings, with 32% caused by operation of the buildings
[Solution- Climate Design Corps] Frost Fire Hurricanes Wildlife Extinction Global Warming
Heat Waves
Sea Level Rising Droughts
CLIMATE CHANGE
GREEN NEW DEAL Economy
Public Work
Low Carbon Emission Half Human Activity Footprint
HALF FOOTPRINT
Half Carbon Footprint
a proposal about redefining architectural anf urban system for goal of low carbon emission
Job Opportunity
Urban Planning
Specialist Labor
Half Natural Space Constructor
Development
Half Land Occupation
CENTRALIZED CITY CO2
Carless Uran
O2
Architecture
Muti- Program
Techology
High Desity
Traffic Time
Public Residental
Neighbors
Culture
Living Style
Commerical
Half sqft Unit Size
ROBOTIC UNIT Re- Useable
Green Space
Community & Social
VERITAL BLOCK Mix- Used
Furniture
Nature Environment
Cost
Affordable House
Cyclic Utilization
Energy Efficiency
[furniture - Robotic Unit] 456%*0 TRGU TRGU
-JWJOH 3PPN
#FESPPN
6OJU4QBDF
4UVEZ 3PPN
,JUDIFO #BUISPPN
-JWJOH3PPN #FESPPN 4UVEZ3PPN ,JUDIFO TRGU
02 Project:
Mixed-Use
Type:
Academic/Team Work
Location:
Washington D.C.
Cooperate:
With Yanan Chang
Year:
2020 Spring
Instructor:
Hilary Sample/ GSAPP
[Nartural Material- Timber] Versatile
--
Durable
--
• Joint Connection
Non- Toxic
--
Carbon Storage
--
Renewable
2. Modules 2. 2. Modules Modules 2. Modules
2. Modules
Modules- 1 piece Modules- 1 piece Modules- 1 piece Modules- 1 piece
1.Variation of Wood Joints 1.Variation of Wood Joints 1.Variation of Wood Joints 1.Variation of Wood 1. Variations of Joints Timber Joints
Modules- 3 piece Modules- 3 piece Modules- 3 piece Modules- 3 piece
• Facade Composition
Panel Panel A A
Panel Panel B B
Panel Panel C C
Panel Panel D D
Screen Screen A A withwith 1 layer 1 layer
Screen Screen B B
withwith 2 layers 2 layers
Screen Screen C C
withwith 3 layers 3 layers
Screen Screen D D
withwith 4 layers 4 layers
Modules- 2 pieces Modules- 2 pieces Modules- 2 pieces Modules- 2 pieces
Modules- 4 pieces Modules- 4 pieces Modules- 4 pieces Modules- 4 pieces
[Stairs& Mixed- Use] • Trajectory
Path& Experience
Quick Access
• Prgramming
Legend Quick Access G
B
F
C
H
J
Path& Experience A
D
E
I
G E
F
C H
D
I
B
J
A
[Stair- Details]
10.00
10.00
3.49
3.57
1.33
4.10
3.13
CULTURE COMMUNITY CENTER
0.80
2.88
3.13
3.13
4.10
4.10
1.33
20.00
1.33
3.57
3.49
2.94
2.94
3.49
3.57
1.00 6.60 7.40
12” radius steel column 2” thick wood panel
1/4” thick steel handrail
3-1/2” deep wood planter
3-1/2” thick wood panel
3-1/2” deep wood
1” radius steel pole 1/8” thick steel handrail 3-1/2” thick wood panel
43.70
6” thick wood panel 3-1/2” thick wood 2.63
0.20
0.20
0.10
3-1/2” deep wood planter
0.50
1.00 7.00
3-1/2” deep wood planter
4
Quick Access
Third Floor COOKING SCHOOL
Fifth Floor (loft) DANCING SCHOOL
[Interior Views]
1.00 ft 1.00 ft
1.00 ft
I I
B A
B A
E
B
J J
A
11.00 ft
E
11.00 ft11.00 ft
E
C C
F
C D
F
D
F
D
G H
G G
H H
Partial Partial Elevation Elevation Partial Elevation Partial Elevation 5.00 ft 5.00 ft 5.00 ft
5.00 ft
Wall Section Wall Section Wall Section
F Painted extruded- B Painted timber
A B
G Painted timber F Painted extruded- C Painted timber
D C E
Partial Plan
with internal aluminum
A Timever tubes facade
C B
Partial Partial Plan Plan Partial Plan
A Timever tubes facade
D E
with internal aluminum Timever tubes facade Painted timber with internal vertical strut aluminum Painted timber Painted timber horizontal strut vertical strut Wood suspension rod Painted timber horizontalinsulating strut Low-iron glass with low- E Wood suspension rod coating Low-iron insulating glass with low- E coating
wood unit frame
spandrel panel wood unit frame
vertical strut
horizontal strut
timber slab on deck shade
timber slab on deck
J Suspended ceiling
coating
G
Wall Wall SS Wall SH Wall
H Automated internal D Wood suspension rod G Painted timber shade spandrel panel E Low-iron insulating floor over IH Raised glass with low- E Automated internal J Suspended ceiling I Raised floor over
F
I
J
THE LIVING BOUNDARY Project: Location: Year: Type: Corporate: Instructor:
Wetland Park Sea Wall East River Park, New York, NY 2019 Summer Academic/ Team Work With Xinglu Zhu
[East River Park Context]
ojectisabungdlyrf,Thp eatd,hckingulmrs otheivasdmnfr elin.SoftWdrpahsmbug eatsdimncolrfhpkbuy oceswhilpntavr,md becompltyar210.
SitePlan
Sitecon
[PH Environment Analysis]
[Plants Diversity]
[Sediment Collector] 203
71 70
Inflatable Infrastructure
Wood Ring Container
Wood Ring Container
01
Collector Device
Collector Device
02
03
Seed Spread System
04
Seed Spread System
EAST RIVER PARKS
EAST RIVER PARKS
Inflatable Infrastructure
2050
2100
Key Agent It is a moving infrastructure that transfers the sediments from river to the land. It performs like a crab, with big thongs and linear moving. And the foot of this shipping machine are very flexible, which permits to adapt to different topographic conditions. The duty of collector device is about shippint the sediment next to those inflatable instrusture to the land. And since the wet senser has been installed on the feet of the collector device, therefore the machine will return back to the ground once the water getting over the machine more than 50% which could protected the collector device from damaging inside the water. The machine is designed with different working zone in the feet area, such as the function of loading, collecting, transporting, dumping.
2019
2020
2030
Wood Ring Container The sediments are contained in wood rings, where they dry and reproduce as rich organic matter. The idea of the wood rings comes from the surrounding community gardens. We would invite the East river park neighbors to join us in this project by constructing the rings and maintaining the soil. They could continue their community garden practices here, and get more gardening space once the mountains are created.
2030
2050
2100
2019
2020
2100
Marsh Eco- Guard This soft boundary between the river and urban development works on both sides. As community gardens or other facilities on one side and and marshland on the other, which can be a reliable response to sea level rise in other areas of the city. Creates a sediment collector to transform the park into a marshland as a response to sea level rise, a process which will be complete by year 2100.
2030
2050
2100
MISSION BAY
UCSF Medical Center
Pier 70
Museum of Craft and Design
Soft Infrastructure - Pier 70, San Francisco, CA Global warming and the warming of the ocean and melting of the ice caps, means that sea level rises are going to be an issue in the near future. Not only will it be a challenge for coastal cities but it will also be an opportunity to integrate human culture and architectural design into the marine region. In san Francisco, specifically pier 70 is a site that has the potential to address this issues, the combination of water architecture and landscape can bring new experiences for the coast line. This project proposes three adaptive strategies for transforming the physical characteristics of Pier 70 to provide “soft infrastructure” and health to the marine ecosystem. The principal hypothesis of this design relates to a soft infrastructure, a gradual transition from land to water, and a more created and spirited edge. Followed by an efficient program that will contend with the rise in sea level and refresh the marine environment of San Francisco Bay. The architecture of this project will be an innovative idea of connecting the city to the sea without an environmental impact but instead a sustainable solution that will address pollution, and sea level rising.
Issue- Sea LeWvel Rising
2100 +7ft
2045 +3ft
2017 +0ft
Green Belt
Amphibiou
s Area
Cyber Cone
ction
Issue- Urban Communication
Issue- Water Pollution
SO2 -- H2SO4 HOx -- HNO3
SO2 NOx
Dry Deposition (particulates and gases) Wet Deosition (rain, snow, sleet)
Air Filter
Water Filter
FORM STUDY- Water Interrupt Into Space - Resin& Hydrogel
Principle
- Liquid Interaction
PROTOTYPE III
PROTOTYPE II
PROTOTYPE I
Material
FORM STUDY- Space Interrupt Into Water PROTOTYPE I PROTOTYPE II PROTOTYPE III
Principle
STUDY MODEL
- Wax& Water
Material
- Liquid Interaction
98
64 17
53
57
108
76 96
118
80
64
78 97
12 37
10 118
63
43
71
75 76 83
46 52
71
71
80 20
62
62 118
33
53
Historical Shoreline
53
Current Coastline
69 63
49
2045 Coastline 2100 Coastline
9 77
68
77
10
64
59
58
77 61
71
13
59
71
72
59
41
59
63
63 62
59
59
66
42 51
48
56
55 51 39
54 9
50
44 16 18
turns
44
CHALLENGE CHALLENGE 27
51
17
39
22
24 14
33
11
20
CHA CHANCE NCE
47
38
25
into
47
40
21 44
35
3
39 33 44
38 13
33
25
35 42
33
27 12
43
29
22
11
34 7 30 8
39
36
38
36
35 40
35 37 29
34 23
34
36
40
32 27
27 41 43 29 38 9 1
SF Future Sea Level Rising Plan
7 1 2
4
5 3
10 10
SF Future Concept Urban Plan
[Phase 1 ] Floating Wetland Park is one terrace sea wall to protect the land buildings from sea level rising. At same time, the park will blur the boundary between land and water.
Wetland Park
Phase 1
[Phase 2 ] Amphibious Building is one kind new type of architectural infrastructure that constructed on the land but it also can float when it needs to. While sea level rises, they are going to become the soft shoreline of the city.
[Phase 3 ] Floating Building is the key from the architecture side to open the new perspective for the future urban planning -floating city, which also can be adaptable with the other coast cities around the world. The study direction is turning a challenge for the coast cities into an opportunity for engagement.
a W ter Lab
Data Center Programing
Phase 2
Phase3
Concept Collage
A. enterance hall
B. obeservation station- pulloted sea water vs. clean water
Phase 1
Site Section
C. bottom view C. sea sea bottom view
Phase 2
[ oatingbuilding - WATER LAB ]
Water Lab 1F
Enlarge Site Section- Water Lab
Water Lab 1F
[
Water Lab 1F
Water Lab 1F
]
Water Lab 1F
WaterLab Elevation The building envelope act like one biologic system. The roof transfers solar energy to support the lab. The bottom facade in the water is a filter which cleaning the surrounding ocean environment.
WaterLab Section The interior space has been divided by isosurface structure into two parts perfectly. One side is for human activity, another side is for water study and marine creature as section shown.
Cybernetic Transformer Office This cyborg building can communicate with people directly and reform spaces to enable constructed by programble matter, which allows each microscopic unit of building to connect to the digital network. Ulti mately, the building will be real-time transformer to organize the best options for each space.
Publish: w A ard:
gURROO Team Innovative Minds 2017 Honorable Mention`
Poject:
Autonomic Control Office Building Los Angeles, CA Academic- Individual 2017 Spring
Location: Type: Year:
Night Form
Daytime Form
Post-Humanism
Cyberspace is a highly contested social space that exists parallel to increasingly complex social realities.The clearest exemplification of the social powers of these technologies is the flow of computer governed stock exchanges that always work and never sleep, the world over.- Rosi Braidotti, 2006
Cyborg= Cybernetic + Organism Cyborg is a connection-making entity; a figure of interrelationality, receptivity and global communication. - Rosi Braidotti, 2006
Cyborg Brain Implanting the digital device in people’s brain to allow the computer and brain process the information in the same way.
Programmable Matter Under the computer control, the matter has the ability to change its physical properties such as shape, density, moduli, etc.
Voronoi
- Organic Dynamic Structure In the process of morphogensis cells divide. Every cell fights for its own space. Throughout this “fight” border are created. Division into this type of regions is called Voronoi pattern. The form of this fighting remains flexible and adjust instantaneously to fit for any different shape. - Milos Dimcic (2015)
Locates points
Links points
Divide the line in middle
Extend the line to another
Stretch Form:
The office modular are
divided to indiv units to gain more sunlight and ventliat Plus, people could staty in the office an different views of city in same day.
Night Elevation
Transformering
Nighttime -Shrink
Night Plan
Shrink Form:
The office modular are
collect ed together beasue low temperature of nightime or cold climate. Reducing the surface touchs air and incrase the wall thickness for insulation.
vidual tion. nd see
Day Elevation Daytime - Stretch
Access- Ground Transportation
Day Plan
Access- Ground Transportation
Access- Subway
TRANSPERANT SOLAR R Poject: Location: Type: Year: Client:
Solar Energy System Picacho Pump Station, AZ Academic- Individual 2017 Fall Central Arizona Project
PRECEDENT
0°
22.5°
45°
Per Mile
Per Mile
Per Mile
Coverage: 8.017 MI
Coverage: 11.866 MI
Coverage: 17
- 1110 Moduls Annual Energy: 11,836.788 MWh Min Daily: 32.430 MWh
- 750 Moduls Annual Energy: 7,997.650 MWh Min Daily: 21.911 MWh
- 510 Moduls Annual Energy: 5,438.502 Min Daily: 14.900 MWh
RIVERSIDE Selected EW Direction Master Plan
10.2 Mile
Contiuous Freedom Master Plan
VERTICAL ORIENTATION
KEY MODEL
2 MWh
7.450 MI
39.9 Mile
67.5°
90°
Per Mile
Per Mile
Coverage: 32.9 MI
Coverage: 49.430 MI
- 270 Moduls Annual Energy: 2,879.354 MWh Min Daily: 7.889 MWh
- 180 Moduls Annual Energy: 1,919.569 MWh Min Daily: 5.260 MWh
Glass Holder
Two Axis
4’- 0”
72’- 0”
33’- 6” 33’- 6”
s Tracker
Glass Shpere with Water
72’- 0”
Triple-Junction
33’- 6”
Growing Planter
--Material Fabrication
THE TWISTING PLANTER
Design Concept Design Concept
Technical data Data Techinical
The idea of Growing Planter is creating one planter container same like the plants inside which has a twisting grow up shape. And this shape is manufactured from the outside to the inside. Which represent the planter is growing up with the plants.
Container volume: 2000cu. in Material amount: 700 cu. in Concrete mixing: 2 part cement and1part water Costs: form/mold- $80 single pour-$20 Total manufacture hours: Mold- 40 H + Single pour- 10 H
Hand Craft Concrete Container Material Fabrication Workshop Academic/ Individual 2015 Fall
Poject: Location: Type: Year:
Plan
Instruction Drawing Step 2: layer the pour-on liquid glass the top of the foam and layer again and again, until the foam is hard enough.
Step1: CNC cutter to make foam of 3 different types formwork FORMWORK ELEMENT B -- Foam (x3)
FORMWORK ELEMENT A -- Wax (x1)
14
FORMWORK ELEMENT C --Foam (x3)
Element C
Step 3: Create interior wax mold
Element B
in 14
in
The mold for element A
2in 4in 3in
14
in
15
Element A Inside Forework
in 8 in
6.5
in
Scale:1Ó=1Õ-0Ó
The mold for making element A (Not element B)
Section B Step4: Connection Process-- glue the element A to the element C in the center AFTER ASSEMBLY
FOREWORK ELEMENT A -- Wax
Scale:2/3Ó=1Õ-0Ó
The space for pouring concrete
FOREWORK ELEMENT B -- Foam
Step5: Connection Process-- glue the three piece ofelement B to the element C on the side AFTER ASSEMBLY
FOREWORK ELEMENT C --Foam
Working Process Working Proccess
FORMWORK ELEMENT A
FORMWORK ELEMENT B
FINAL WORK FORMWORK ELEMENT C
INAL WORK Final Work
Finish Interior View
Exterior Shape
Interior Space Finish Exterior View
KAISER WLA WLA KAISER KAISER WLA Facade Design Design Facade Facade Design
SAWY ER ST SAWY ER ST
C
E
C
D D A A
SIS SIS
CAD CAD
ILLA
E
B
C AV
E
B
STESATEA RNSRNS DR DR
S CR S CR ESCEESCE NT H NT H GTSGTS BLVB DLVD
ILLA
C AV
CULVER CITY ARTS DISTRICT CULVER CITY ARTS DISTRICT
LA C LIE A CIE NEGNAEGA BLVBDLVD
Views Views GUTH RIE A VE 1” = 300’ GU-T0” HRIE AVE 1” = 300’ - 0”
FW Y I-10 ADJACENCIES FW Y I-10 ADJACENCIES
150ft
300ft
600ft
0
150ft
300ft
600ft
A
9 mi 1
CAD
ILLA C AV E ILLA C AV E
C C
2
VIEW FROM FWY I-10 OFF-RAMP
2
VIEW FROM FWY I-10 OFF-RAMP
A
YER S
T
B 1
VIEW FROM FWY I-10
1
VIEW FROM FWY I-10
B
Forming Forming - create from the
-original create building from theshape original building shape
VD BL CE VD NI BL E V ICE N VE
CAD ILLA C AV CAD E ILLA C AV E
B B
1
3 VIEW VIEW FROM FWY I-10 N CADILLAC AVE
2
VIEW FROM FWY I-10 OFF-RAMP
1
3 VIEW N CADILLAC AVE VIEW FWYFROM FWY I-10 I-10 FWY I-10
2
VIEW FROM FWY I-10 OFF-RAMP
3
VIEW N CADILLAC AVE
Page 2 Page 2 DEC 2018 DEC 2018
B
1” = 300’ - 0” 1” = 300’ - 0”
VIEW FROM FWY I-10
0
150ft
300ft
600ft
0
150ft
300ft
600ft
N
2
VIEW FROM FWY I-10 OFF-RAMP
N
2
VIEW FROM FWY I-10 OFF-RAMP
B.3 View N Cadillac Ave VIEW N CADILLAC AVE B. View N Cadillac Ave
KAISER WEST LOS ANGELES KAISER WEST LOS ANGELES FACADE DESIGN STUDY FACADE DESIGN STUDY
OPTION 3 - SOLID AND VOID OPTION 3 - SOLID AND VOID
Facade Material Material Selection Selection Facade
CULVER CITY ARTS DISTRICT CULVER CITY ARTS
Page 2 Page 2 DEC 2018 DEC 2018 TEXTURED STONE TEXTURED STONE
N
2
VIEW FROM FWY I-10 OFF-RAMP
3
VIEW N CADILLAC AVE
N
2
VIEW FROM FWY I-10 OFF-RAMP
3
VIEW N CADILLAC AVE
600ft
ER ST
D
B
CAD
FWY I-10
DISTRICT
A SAW
D
SAWY
KAISER WEST LOS ANGELES FACADE DESIGN STUDY
A.1 View from FWY I-10 VIEW FWYFROM FWY I-10 I-10 from FWY I-10 A. View
ST ST
Downtown Los Angeles - 9 mi
D
A
A
C
KAISER WEST LOS ANGELES VD FACADE DESIGN STUDY BL CE VD CULVER CITY ARTS NI BL DISTRICT E CULVER CITY ARTS V CE I N DISTRICT VE
D A
9 mi
ADJACENCIES Downtown Culver Cty - 2 mi Culver City Culver Arts District - 2mimi Downtown Cty - 2 HaydenCity Tract - 2District mi Culver Arts - 2 mi Santa Monica mi Hayden Tract -- 28 mi Downtown Los Angeles - 9 mi Santa Monica - 8 mi
D
SAWY ER ST SAWY ER ST
N
N
C
VIEW FROM FWY I-10
VIEW FROM FWY I-10
RIE A VE GUTH RIE A VE
Downtown Los Angeles - 9 mi
D
mi 2mimi 2 mi
GUTH
Downtown Culver Cty - 2 mi Culver City Culver Arts District - 2mimi Cty - 2 Downtown HaydenCity Tract - 2District mi Culver Arts - 2 mi Santa Monica mi Hayden Tract -- 28 mi Downtown Los- Angeles - 9 mi Santa Monica 8 mi
C
0
VD BL CE VD NI L VE E B C I N VE
C
ADJACENCIES
1
1
STESATEA RNSRNS DR DR
E
RIE AV
LA C LIE A CIE NEGNAEGA BLVBDLVD
GUTH
RIE AV
S CR S CR ESCEESCE NT H NT H GTSGTS BLVB DLVD
ADJACENCIES Downtown Culver Cty - 2 mi Culver City Arts District - 2 mi Downtown Culver Cty - 2 mi Hayden Tract - 2 mi Culver City Arts- 8District - 2 mi Santa Monica mi Hayden Tract 2 mi Downtown Los- Angeles - 9 mi Santa Monica - 8 mi Downtown Los Angeles - 9 mi
SITE ANALYSIS
GUTH
Modularity Modularity
ADJACENCIES
STEA STEA RNS RNS DR DR
LA CLA IENCEG IENEG A BLV A BLV D D
Location: Location: Location: Type: Type: Typ e: Year: Year: SITE ANALYSIS Year: Architect: SITE ANALYSIS Architect: Arch itect: Participation: Participation: Participation:
- Option 2 Undulations - Option 2 Undulations
Antisemitism Facade Facade Antisemitism Antiseismic Facade Upgrade Design Upgrade Design Up g rade Design Los Angeles, CA Los Angeles,CA CA Los Angeles, Professional Practice Professional Practice Professional Practice 2018 2018 2018 Cole Ewing Ewing Ewing Cole Cole Design Option 2, Digital Design Option 2, Pack Digital Sch e matic 3D Model,Design Render, SDage package 3D Model, Render, SD package SITE ANALYSIS S CRS CR E S CE E S CE NT HNT H GTS GTS BLVD BLVD
Poject: Poject: Poj ect:
Facade Facade Design Design
600ft
ANGELES ANGELES STUDY STUDY
KAISER WEST LOS ANGELES WEST LOS ANGELES KAISER FACADE DESIGN STUDY FACADE DESIGN STUDY
3
VIEW N CADILLAC AVE
3
VIEW N CADILLAC AVE
Page 2 Page 2 DEC 2018 DEC 2018
VERTICAL GLASS FINS VERTICAL GLASS FINS
ANGLED CURTAIN WALL ANGLED CURTAIN WALL
Page 2 Page 2 DEC 2018 DEC 2018 ALUMINUM COMPOSITE ALUMINUM PANELS COMPOSITE PANELS
REFLECTIVE METAL PANELS REFLECTIVE METAL PANELS
FABRICATED STEEL AND TRANSLUCENT STEEL FABRICATED GLASS CANOPY AND TRANSLUCENT GLASS CANOPY
RENDERED VIEW OF COURTYARD Options 3Courtyard View VIEW OF COURTYARD RENDERED Options 3Courtyard View KAISER WEST LOS ANGELES WEST LOS ANGELES KAISER FACADE DESIGN STUDY
Page 21 Page 21 DEC 2018
Street View Render
Design Option1- Striations
Design Option2- Undulations
Design Options 3- Solid and Void
CAPITAL ONE - LEX 731
Hybrid Project Cafe + Bank New York, NY Professional Practice In Progress, Completed by 2022 O’NEIL LANGAN ARCHITECT Schematic Design to Construction Documentation
Poject:
Location: Type: Year: Architect: Participation:
59TH STREET LIBRARY 103
MOTHERS/ THREADS ROOM 115
JANITOR'S ROOM 116
AC-01 LP-04
LP-04
CG-27
CG-27
AC-06
ATM-308
EXISTING SUBWAY ENTRANCE N.I.C. LW-03
DN
ATM-308 PN-06
FX-09
FX-10
FX-10
DN
LP-04
AC-01
1
SG-09
PN-05
PN-05
CG-14
1
FX-05
1 A830
AR-01 LP-04
PN-01
FX-11C FX-11A
AC-05
PN-02
HB-01
CG-02 SG-02
HB-03
FX-02
FX-02
FX-02B
SG-01
VESTIBULE 100
CG-17
UP
PN-03
SG-03
S-04
AR-02 SG-04
CG-02
CG-03
B-04
PN-04
AC-06
PN-04
SG-01
SG-01
AR-03
B-05
SG-01
B-06
FX-12 FX-16
P-9
FX-03
LW-04
CG-02
2
2.2
2.6
CG-06
FX-06
SG-06
HALLWAY 111
HUB 108
AC-01 LP-04
LP-04
CG-27
CG-27
AC-01
AC-02
3
5
LW-03
1 A-717
DN 1 A-716
B-03
PN-06
FX-09
1
STRUCTURALSTRUCTURAL ENGINEER ENGINEER
FX-10
FX-10
DN
CONSULTING CONSULTING STRUCTURAL STRUCTURAL ENGINEERS ENGINE 241 WEST 30TH 241 STREET, WEST 30TH 5TH FLOOR STREET, 5TH FLOO NEW YORK, NY NEW 10001 YORK, NY 10001 TEL: (212) 695-5120 TEL: (212) FAX:695-5120 (212) 695-5158 FAX: (212) 695-5
PN-05
FX-05
1 A830
PN-01
1 A-710
FX-11C
1
FX-11A
1 A-725
CG-12
PN-02
SG-02
HB-01 HB-03
FX-02
FX-02B
SG-01
VESTIBULE 100 PN-03
SG-03
FIXTURE PLAN - FIRST FLOOR
CAFE OFFICE 105
CG-17
UP
CG-01
AC-07
PN-02
PANTRY 106
CG-11
CG-01
S-04
SG-01
SG-01
LEGEND
SG-04
CG-02
CG-03
B-04
SYMBOL
CG-04
ATM-308
CG-01
FX-09
ALL GENDER ALL GENDER BATHROOM BATHROOM 110 109
CG-11
DRINKING FOUNTAIN 112
BRANCH OFFICE 117
ALL GENDER ALL GENDER BATHROOM BATHROOM 113 114
UP
FX-11C
CG-12
SG-06
LP-02
LP-02
CG-02
CG-12
IT ROOM 118
AC-06
PN-04
SG-01
AR-03
B-05
SG-05 CG-11
BREAK ROOM 119
Date
B-06
P-9
FX-03
FX-12
CG-10
AC-08
FX-12
CG-07
FX-16 SG-06 CG-02
FX-16
CG-10B
CG-02
SG-07
SG-06
LP-03
6 A-718
CL-300 FX-06
1 A-720
6 A-719
1 A-721
DESCRIPTION
AC-03 EQUIPMENT TO BE PURCHASED BY OWNER / OWNER'S VENDOR
TL-05
TILE
TL-05
TILE
FURNITURE OR ACCESSORIES TO BE PURCHASED BY OWNER / OWNER'S VENDOR; POWER / DATA REQUIRED.
EXISTING GLASS AND METAL EXISTING GLASS AND METAL FACADE FACADE
[LT-06; M1] FEATURE [LT-06;CHANDELIER. M1] FEATURE CHANDELIER. SEE LIGHTING SCHEDULES SEE LIGHTINGON SCHEDULES ON A/320.00 AND A/321.00 A/320.00 AND A/321.00
AC-03
TL-05
PT-08
TL-05
TL-05
TILE
TILE 14'-8" A.F.F. FINISHED CEILING
PT-08 PT-08 BE CUSTOM POWDER VESTIBULE TO VESTIBULE BE CUSTOMTO POWDER PAINTED GWB PAINTED GWB STEEL COATED STEELCOATED FRAMING - SEEFRAMING DETAILS - SEE DETAILS ON A-800. ON A-800.
CG-13 TILE
12'-9"A.F.F FINISHED CEILING
XX-00
TILE
DN
LW-04
DOUBLE LINE TAG DENOTES POWER / DATAUP REQUIRED FOR ITEM INDICATED
CUSTOM FABRICATED MILLWORK BY G.C. / F.C.; POWER / DATA REQUIRED.
TL-05
CG-06
FURNITURE OR ACCESSORIES TO BE PURCHASED BY OWNER / OWNER'S VENDOR
EQUIPMENT TO BE PURCHASED BY OWNER / OWNER'S VENDOR; POWER / DATA REQUIRED.
12'-9"A.F.F FINISHED CEILING
PT-08
GL-06
GL-06
GL-06
GL-06
LEXINGTON VESTIBULE LEXINGTON VESTIBULE
3 A-910
Project Name Project Name
POP-UP OUTLETS MOUNTED TO TOP OF LOW WALL, TYP.
CAPITAL CAPITAL ONE CAFE ONE CAFE 731 LEXINGTON 731 LEXINGTON AVE AV
1 A-710 3 A-922
2 A-922
CO-01SAW CUTS ALIGN TO ALIGN TO SAW CUTS MT-04 BANKER WIRE PANELS BANKER WIRE PANELS CONCRETE
220233 220233
TL-05
2 A-922
SCALE: 3/8" =SCALE: 1'-0" 3/8" = 1'-0"
SCALE: 3/16" = 1'-0"
LEGEND XX-00
XX-00
DESCRIPTION
CUSTOM FABRICATED MILLWORK BY G.C. / F.C. EQUIPMENT TO BE PURCHASED BY OWNER / OWNER'S VENDOR FURNITURE OR ACCESSORIES TO BE PURCHASED BY OWNER / OWNER'S VENDOR
NOTE: INTERIOR INTERIOR ELEVATIONS ELEVATIO REFER TO DWG. A- 602 FOR DETAILED F LIBRARY LIBRARY Description Description
TL-05
LOW WALL BEYOND LOW WALL BEYOND
0'-0" A.F.F FINISHED FLOOR
0'-0" A.F.F FINISHED FLOOR
CAFE -2'-2" OFFICE EXISTING 105 SLAB
-2'-2" EXISTING SLAB
ALL GENDER ALL GENDER BATHROOM BATHROOM 109 110
PANTRY 106
MT-04
LIBRARY ELEVATION ELEVATION PLAN - FIRST FLOOR 21 LIBRARY 2FIXTURE
Project Number Project Number
3 A-922
LP-01
PN-02 PN-02 3 / 4" GALLERY 3 CO-01 REVEAL / 4" GALLERY REVEAL POWDER COATED POWDER COATED CONCRETE HANDRAIL HANDRAIL
Seal / Signature Seal / Signature
1 A-717
3 A-910
SHEET NOTES
14'-8" A.F.F. FINISHED CEILING
12'-9"A.F.F 12'-9"A.F.F FINISHED FINISHED CEILING CEILING EXISTING FACADE EXISTING FACADE
PAINTED GWB PAINTED GWB
1 A-716
XXX-000
Description Date Description
1 10/04/21 1 ISSUE 10/04/21 FOR PERMIT ISSUE FOR PERMIT 2 11/01/21 2 ISSUE 11/01/21 FOR BID ISSUE FOR BID 1 12/22/21 1 ISSUE 12/22/21 FOR CONSTRUCTION ISSUE FOR CONSTRUCTION
CG-05MILLWORK BY G.C. / F.C. CUSTOM FABRICATED
XXX-000
SYMBOL
1
FX-11A
SG-14
AC-08
PN-04
FX-11B
HB-02
AC-05
AR-02
SG-01
CG-17
CG-07
AC-07
SCALE: 3/16" = 1'-0" CAFE SEATING 101
FX-02
FX-11A FX-11B
P-9
SG-05
PN-02
2'-0 3/8"
LP-02
FX-11C
1
UP
FX-11B
FX-13
LP-01
C.6
PN-06
PN-06
FX-08
CG-02
01
MECHANICAL MECHANICAL ENGINEER ENGINEER
ATM-308
PN-05
SG-02
XX-00
6 AC-05
AC-06
M-Engineering M-Engineering ATM-308
EXISTING SUBWAY ENTRANCE N.I.C.
AR-01
C
A R C H I A T ER CC THS I , T PE CC T S , P C 15 WEST 37TH15STREET, WEST 37TH 15TH STREET, FL 15TH FL NEW YORK, NY NEW 10018 YORK, NY 10018 TEL: 212-279-2670 TEL: 212-279-2670 FAX: 212-279-2671 FAX: 212-279-2671
CASH ROOM 121
TELLERS 120
AC-06
AC-05
XX-00 RAMP 102
ARCHITECT ARCHITECT
1 A-721
1
LP-04
XXX-000
731 LEXINGTON 731 LEXINGTON AVENUEAVENUE NEW YORK, NEWNY YORK, 10022 NY 10022
JANITOR'S ROOM 116
4
CG-14
B.7
SG-05 CG-11
LP-04
AC-01 SG-09
XX-00
CG-12
CG-13
S-03
LW-01
1
LP-02
CG-02
6 A-719
1 A-720
MOTHERS/ THREADS ROOM 115
AC-03
S-02
AC-02
LP-01
B
SG-06
LP-02
AC-06
SG-01
LEXINGTON AVENUE
6 A-718
CL-300
CG-02
SG-07 LP-03
VESTIBULE 107
CG-01
AC-02
C.6
CG-12
DN
1.8 UP AC-04
AC-07
FX-16
CG-10B
SG-06
1 5/8"
AC-03
B-02
CG-11
FX-12
CG-10
AC-08 CG-07
COFFEE BAR 104
1
RAMP 102
CG-01
FX-09
59TH STREET
LIBRARY 103
CG-05
ATM-308
SG-14
CG-04
B.7
FX-11C
HB-02
CG-07
AC-07
FX-11A
FX-11B
UP
CG-01
CG-11
AC-08
AC-05
CAFE SEATING 101
SG-01
CG-17
CG-01
AC-07
PN-02
FX-11A FX-11B
P-9
SG-05
PN-02
2'-0 3/8"
LP-02
FX-11C
1
UP
FX-11B
FX-13
LP-01
B-01
1 A-725
CG-12
SG-02
S-01
PN-06
PN-06
B-03 S-03
LW-01
C A
6 AC-05
AC-06
FX-08 AC-01
AC-02
B
CASH ROOM 121
TELLERS 120
5
4
1 5/8"
AC-02
LP-01
LEXINGTON AVENUE
HALLWAY 111
HUB 108
3
AC-06
SG-01
S-01
2.6
2.2
CG-01
AC-04
AC-02
B-01
2 S-02
B-02 AC-07
A
VESTIBULE 107
COFFEE BAR 104
1.8
1
1
LIBRARY ELEVATION ELEVATION 1 LIBRARY 1'-0" 3/8" = 1'-0" SCALE: 3/8" =SCALE:
LP-01
DRINKING FOUNTAIN 112
ALL GENDER ALL GENDER BATHROOM BATHROOM 113 114 SEE MILLWORKSEE DRAWINGS MILLWORK DRAWINGS FOR OUTLET MOUNTING FOR OUTLET MOUNTING HEIGHT AND ELECTRICAL HEIGHT AND ELECTRICAL COORDINATION. COORDINATION.
BRANCH OFFICE 117
IT ROOM 118
0'-7" A.F.F TOP OF CURB
-2'-2" EXISTING SLAB
-2'-2" EXISTING SLAB
DOB NOW JobDOB Application NOW Job Number Application Number
M00 603 M00 847-I1 603 847-I1
BREAK ROOM 119 WD-03
0'-7" A.F.F TOP OF CURB
WD-03
WOOD BANQUETTE WOOD BANQUETTE
X A-800
X A-800
Scale
Scale
As indicated As indicated
A-704.00 A-704.00
1
PAGE 48 OFPAGE 132 48 OF 132
© 2021 OLA © 2021 OLA
1 12:26:15 6/17/2021 PM 12:26:15 PM
SWEETGREEN - WTC 3 Poject:
GENERAL NOTES A. REFER TO EXTERIOR ELEVATIONS ON THIS SHEET FOR EXTERIOR SIGNAGE LOCATIONS, APPROXIMATE SIZES AND DESCRIPTIONS. GC TO PROVIDE BLOCKING & SUPPORTS. B. EXTERIOR SIGNAGE PROVIDED BY SIGNAGE VENDOR AND INSTALLED BY SIGNAGE VENDOR. GC TO PROVIDE ROUGH-IN AND MAKE FINAL CONNECTION.
LL NOTES A. SIGNAGE SHOPS MUST BE APPROVED BY PA AND OTHER STAKEHOLDERS. DRAWINGS ARE NOT CONSIDERED FULLY APPROVED UNTIL DESIGNATED BY PA/STAKEHOLDERS DURING PERMITTING PROCESS.
Restaurant Dinning + Pick Up Station New York, NY Professional Practice Built in 2021 O’NEIL LANGAN ARCHITECT Construction Administration Phase
8840 WASHINGTON BLVD. CULVER CITY, CALIFORNIA B.O. EXT AWNING EL. = 58' - 4 3/4"
B.O. EXT AWNING EL. = 58' - 4 3/4"
Location: Type: Year: Architect: Participation:
THESE DRAWINGS & SPECIFICATIONS ARE CONF AND SHALL REMAIN THE SOLE PROPERTY OF SWE CORPORATION. THEY SHALL NOT BE REPRODU WHOLE OR IN PART), SHARED WITH THIRD PAR USED IN ANY MANNER ON OTHER PROJECTS EXTENSIONS TO THIS PROJECT WITHOUT THE WRITTEN CONSENT OF SWEETGREEN CORPOR THESE DRAWINGS & SPECIFICATIONS ARE INTEN EXPRESS DESIGN INTENT FOR A PROTOTYP SWEETGREEN STORE (WHICH IS SUBJECT TO CH ANY TIME) AND MAY NOT REFLECT ACTUAL S CONDITIONS. NEITHER PARTY SHALL HAVE ANY OB NOR LIABILITY TO THE OTHER (EXCEPT AS STATE UNTIL A WRITTEN AGREEMENT IS FULLY EXEC
ARCHITECT OF RECORD:
ARCHITECTS 15 WEST 37TH STREET 15TH FLOOR NEW YORK, NY 10018 PHONE: 212-279-2670 FAX: 212-279-2671
STAMP:
STOREFRONT& PLAZA
EDGE LIT CHANNEL LETTERS IN WHITE, CENTERED ON GLAZING; GC TO PROVIDE POWER & ACCESS
3'-6 1/2"
18'-0"
2'-9 3/4"
EQ
DRAWN BY:
1'-1"
BOSE EXTERIOR SURFACE MOUNT LOUDSPEAKER - FREESPACE FS2SE,FINISH WHITE
T.O. STOREFRONT ENTRY EL. = 9' - 6"
3
1'-6"
10'-11"
FINISH FLOOR EL. = 0"
MECHANICAL DUCTS; REF. MECH. DWG, PAINT P-3
P-3
EXISTING CONDUIT; PAINT P-3
2'-9 3/4" 2'-9 3/4" 10'-11" 10'-11"
B.O. SIGNAGE
18'-1" 18'-1"
B.O. NEW DUCTING B.O. NEW DUCTING
B.O. EXISTING DUCT B.O. EXISTING DUCT 19'-7" 19'-7"
B.O. BEAM
19'-9"
21'-5" 21'-5"
E4B
62"
T.O. WOOD CEILING SLATS EL. = 18' - 11 3/4" T.O. SOFFIT EL. = 12' - 6"
K 1" 102 F 900
1/2" TEMPERED GLASS WITH FLAT K 100 POLISHED EDGES; K 111 SNEEZE GUARD TO COMPLY WITH NSF/ANSI 2-2014; MIN. HEIGHT 60" AFF K 100 K 111
1"
14'-2" WOOD FIXTURE
1'-8"
K 102 F 900
1'-8"
14'-4" B-2
2
S-1
OPENING
WD-2
INTERIOR ELEVATION OLO PICKUP 1/4" = 1'-0"
14'-4" B-2 2
S-1
OPENING
INTERIOR ELEVATION OLO PICKUP 1/4" = 1'-0"
4'-4 1/2" P-3 (ABOVE)
B.O. DECK AND EXISTING BEAMS TO BE PAINTED P-3; GC TO REPLACE ANY FIREPROOFING REMOVED FROM THE BUILDINGS STRUCTURE AND/OR DAMAGED DURING CONSTRUCTION
RETURN GRILLE RG-1; PAINTED P-3 TO MATCH; REF. MECH DWGS
SUSPENDED AUDIO EQUIPMENT TO ALIGN WITH T.O. CEILING SLAT; WHITE FINISH; REF. RCP 51'-3 7/8" MIRRORED SOFFIT B.O. DECK AND EXISTING BEAMS TO BE PAINTED P-3; GC TO 50'-3 REMOVED 1/2" REPLACE ANY FIREPROOFING FROM THE BUILDINGS STRUCTURE AND/ORWOOD DAMAGED CEILINGDURING FIXTURE CONSTRUCTION
VERTICAL MIRROR SEAM EVERY 5'-0"; TO ALIGN WITH T.O. CEILING SLATS RETURN GRILLE RG-1; PAINTED P-3 TO MATCH; REF. MECH DWGS
MECHANICAL DUCTS TO BE PAINTED P-3; REF. MECH. DWG.
SUSPENDED AUDIO EQUIPMENT TO ALIGN WITH T.O. CEILING SLAT; WHITE FINISH; REF. RCP 51'-3 3 7/8" MIRRORED SOFFIT P-3 50'-3 1/2"
VERTICAL MIRROR SEAM EVERY 5'-0"; TO ALIGN WITH T.O. CEILING SLATS
B.O. DECK TRACK LIGHTING; REF. LIGHTING SCHEDULE; WHITE FINISH EL. = 23' - 4 1/4"
T.O. SOFFIT MOBILE SHELVING ON EL. = 12' - 6" CASTERS BY SQ. DESIGN; B.O. SOFFIT METAL POWDER-COATED GREEN EL. = 11' - 0"
MOBILE SHELVING ON CASTERS BY SQ. DESIGN; RADIATOR METAL T.O. POWDER-COATED GREEN EL. = 10 1/2" FINISH FLOOR EL. = 0"
T.O. RADIATOR EL. = 10 1/2"
STAMP:
TRACK LIGHTING; REF. LIGHTING SCHEDULE; WHITE FINISH
B.O. BEAM MECHANICAL DUCTS BE EL. = 21' -TO 4 1/2" PAINTED P-3; REF. MECH. DWG.
1'-0"
3'-2"
5'-0"
5'-0"
5'-0"
T.O. WOOD CEILING B.O.SLATS DECK EL. EL.==18' 23'- -114 3/4" 1/4"
3
5'-0"
EXISTING CONDUIT; TO BE B.O. BEAM PAINTED P-3 EL. = 21' - 4 1/2"
5'-0"
5'-0"
5'-0"
5'-0"
5'-0"
3'-2"
D 320
P-1
3'-2"
5'-0"
5'-0"
5'-0"
5'-0"
T-6.1
E4B
FINISH FLOOR EL. = 0"
MILLWORK BY FC; PLUMBING AND ELEC. BY GC; REF. A146
P-3
E4B
D 320
WD-2
15 WEST 37TH STR 15TH FLOOR NEW YORK, NY 10 PHONE: 212-279-2 FAX: 212-279-26
EXISTING RADIATOR
WD-2
P-3
5'-0"
5'-0"
GL-1 D 400
F 480
5'-0"
5'-0"
P-1 G 310 T-6.1 P-3 05 P-3
D 100
G 310
K 100
F 480 F-6
G 328 P-3
G 310
05
B-2
1
1/4" = 1'-0"
B-2
K 107
1/4" = 1'-0"
D 200
G 310 D 100
D 200 D 100 F 900
K 100 K 102 G FLAT 311 POLISHED 1/2" TEMPERED GLASS WITH EDGES; SNEEZE GUARD TO COMPLY WITH NSF/ANSI 2-2014; MIN. HEIGHT 60" AFF
SNEEZEGUARD END SHIELD 20" IN DEPTH; REF. 2 + 4/A250 FOR ELEVATION VIEW; NSF/ANSI STANDARD 2-2014-SECTION 5.35.4.4 D 200 D 200 K 107
1/2" TEMPERED GLASS WITH FLAT POLISHED EDGES; SNEEZE GUARD TO COMPLY WITH NSF/ANSI 2-2014; MIN. HEIGHT 60" AFF
SNEEZEGUARD END SHIELD 20" IN DEPTH; REF. 2 + 4/A250 FOR ELEVATION VIEW; NSF/ANSI STANDARD 2-2014-SECTION 5.35.4.4
INTERIOR ELEVATION SERVELINE
3'-2"
DRAWN BY: CHECKED BY:
T.O. SOFFIT LOW SOFFIT EL. = 12' - 6" EL. = 7' - 6" B.O. SOFFIT EL. = 11' - 0"
CHECKED BY:
D 100 F 900
K 102 G 311
F-6 INTERIOR ELEVATION SERVELINE
FINISH FLOOR EL. = 0"
WD-2 1
D 400
5'-0"
T.O. WOOD CEILING SLATS EL. = 18' - 11 3/4" T.O. SOFFIT EXISTING CONDUIT; TO BE EL. = 12' - 6" PAINTED P-3 B.O. SOFFIT EL. = 11' - 0"
D 320
G 328
60"
1/2" TEMPERED GLASS WITH FLAT POLISHED EDGES; SNEEZE GUARD TO COMPLY WITH NSF/ANSI 2-2014; MIN. HEIGHT 60" AFF
T.O. RADIATOR EL. = 10 1/2"
F 490 F 491
STAMP:
MILLWORK BY FC; PLUMBING AND ELEC. BY GC; REF. A146
WOOD CEILING FIXTURE
MIN. AFF
14'-2" WOOD FIXTURE
1'-0" CLEAR
60"
1"
WD-2
EXISTING RADIATOR
OLO PICK UP BY FC; REF. SHOP DWGS
MIN. AFF
1"
B.O. SOFFIT EL. = 11' - 0"
11'-0" 1'-6" SOFFIT B.O. SOFFIT
OLO PICK-UP BY F.C; WHITE OAK PER FINISH SCHEDULE
F 490K F238491
GL-1 WD-2
11'-0" B.O. SOFFIT
D 320
FINISH FLOOR EL. = 0"
G 305
1'-0" CLEAR
3/4" 1/2" 6'-5 4'-4 MIRROR P-3 (ABOVE)
T.O. STOREFRONT EL. = 20' - 2 7/8"
MIRROR FINISH TO ALIGN W/ T.O. CEILING SLATS; GL-1
ARCHITEC T.O. RADIATOR EL. = 10 1/2"
S-1
1/4" = 1'-0"
6'-5 3/4" 1'-6" MIRROR SOFFIT
T.O. WOOD CEILING EL. = 23' -SLATS 4 1/4" EL. = 18' - 11 3/4" B.O. BEAM EL. = 21' - 4 1/2"
EXPRESS DESIGN INTENT FOR A P SWEETGREEN STORE (WHICH IS SUBJ ANY TIME) AND MAY NOT REFLEC CONDITIONS. NEITHER PARTY SHALL HA THESE DRAWINGS & SPECIFICATIONS NORSHALL LIABILITY TO THE (EXCEPT AND REMAIN THEOTHER SOLE PROPER UNTIL A WRITTEN AGREEMENT F CORPORATION. THEY SHALL NOTISBE WHOLE OR IN PART), SHARED WITH T USED IN ANY MANNER ON OTHER EXTENSIONS TO THIS PROJECT WIT WRITTEN CONSENT OF SWEETGREE THESE DRAWINGS SPECIFICATIONS ARCHITECT OF&RECORD: EXPRESS DESIGN INTENT FOR A P SWEETGREEN STORE (WHICH IS SUBJ ANY TIME) AND MAY NOT REFLEC CONDITIONS. NEITHER PARTY SHALL HA NOR LIABILITY TO THE OTHER (EXCEPT UNTIL A WRITTEN AGREEMENT IS F
K 238
01
INTERIOR ELEVATION STOREFRONT
3
THESE DRAWINGS & SPECIFICATIONS AND SHALL REMAIN THE SOLE PROPER CORPORATION. THEY SHALL NOT BE WHOLE OR IN PART), SHARED WITH T
USEDWASHINGTON IN ANY MANNER ON OTHERB 8840 EXTENSIONS TO THIS PROJECT WIT WRITTEN CONSENT SWEETGREE CULVER CITY,OFCALIFO THESE DRAWINGS & SPECIFICATIONS
ARCHITEC
G 515
G 305
2 1/2"
E4B
8840 WASHINGTON B CULVER CITY, CALIFO
15 WEST 37TH STR ARCHITECT OF RECORD: 15TH FLOOR NEW YORK, NY 10 PHONE: 212-279-2 FAX: 212-279-26
S-1
1/4" = 1'-0"
SUSPENDED AUDIO EQUIPMENT TO ALIGN WITH T.O. CEILING SLAT; WHITE FINISH; REF. RCP
MECHANICAL DUCTS; REF. MECHANICAL DWG.; OLO PICK-UP BY F.C; PAINTED P-3PER WHITE OAK FINISH SCHEDULE
1'-0"
G 510
OLO PICK UP BY FC; REF. SHOP DWGS
HOLD SHELF OPENING
TRACK LIGHTING; REF. LIGHTING T.O. STOREFRONT SCHEDULE; WHITE FINISH EL. =B.O. 20' - DECK 2 7/8"
T.O. WOOD CEILING SLATS EL. = 18' - 11 3/4"
G 515
G 325
INTERIOR ELEVATION STOREFRONT
3
G 510
G 325
2 1/2"
01
B.O. DECK AND BEAMS TO BE PAINTED P-3; GC TO REPLACE ANY FIREPROOFING REMOVED FROM THE BUILDINGS STRUCTURE AND/OR DAMAGED DURING CONSTRUCTION
MECHANICAL DUCTS; REF. MECHANICAL DWG.; PAINTED P-3 SOFFIT TO BE PAINTED P-3 ABOVE MIRROR MIRROR FINISH TO ALIGN W/ FINSIH TO T.O. DECKGL-1 T.O. CEILING SLATS;
T.O. STOREFRONT EL. = 20' - 2 7/8"
50'-3 1/2" WOOD CEILING FIXTURE EQ
EQ
62"
1/4" = 1'-0"
SOFFIT TO BE PAINTED P-3 ABOVE MIRROR FINSIH TO T.O. DECK
EL. = 23' -SLATS 4 1/4" T.O. WOOD CEILING EL. = 18' - 11 3/4" B.O. BEAM EL. = 21' - 4 1/2"
1'-0"
WOOD CEILING FIXTURE EQ
EQ
HOLD SHELF OPENING
TRACK LIGHTING; REF. LIGHTING B.O. DECK AND BEAMS TO BE PAINTED P-3; GCWHITE TO REPLACE SCHEDULE; FINISH ANY FIREPROOFING REMOVED FROM THE BUILDINGSB.O. DECK STRUCTURE AND/OR DAMAGED DURING CONSTRUCTION EL. = 23' - 4 1/4" PENDANTS CONCEALED SUSPENDED AUDIO EQUIPMENT IN CLG SLAT; WHITE TO ALIGN WITH T.O.B.O. CEILING BEAM FINISH SLAT; WHITE FINISH; REF. RCP EL. = 21' - 4 1/2"
WD-2
TRACK LIGHTING; REF. LIGHTINGT.O. STOREFRONT EL. = 20' - 2 7/8" SCHEDULE; WHITE FINISH B.O. DECK
WD-2
INTERIOR ELEVATION CONVENIENCE COUNTER
PENDANTS CONCEALED IN CLG SLAT; WHITE FINISH
PENDANTS CONCEALED IN CEILING SLAT; WHITE FINISH
50'-3 1/2"
T.O. RADIATOR EL. = 10 1/2" FINISH FLOOR EL. = 0"
EXISTING RADIATOR
4
SIGNAGE CENTERED ON DOOR
P-3
B.O. DECK EL. = 23' - 4 1/4" B.O. BEAM EL. = 21' - 4 1/2"
OLO PICK-UP BY F.C; WHITE OAK PER FINISH SCHEDULE LOW SOFFIT EL. = 7' - 6"
FINISH FLOOR OLO PICK-UP BY F.C; EL. WHITE = 0" OAK PER FINISH SCHEDULE
FINISH FLOOR EL. = 0"
WORLD TRADE WORLDCENTER TRADE CENTER
K 120
1/4" = 1'-0"
TRACK LIGHTING; REF. LIGHTING PENDANTS CONCEALED IN SCHEDULE; WHITE FINISH CEILING SLAT;AUDIO WHITE FINISH SUSPENDED EQUIPMENT TO ALIGN WITH T.O. CEILING SLAT; WHITE FINISH; REF. RCP
PROJECT INFORMATION: PROJECT INFORMATION:
60"
K 126
INTERIOR ELEVATION CONVENIENCE COUNTER
4
DESCRIPTI LANDLORD COMMENTS PA COMME SUBMITTAL
A200.00
SIGNAGE CABLES CEILING MOUNTED; CENTERED ON MULLIONS
B.O. EXISTING PIPE B.O. EXISTING PIPE
60"
1'-8"
03.22.2021 06.10.2021
EXTERIOR ELEVATION
SUSPENDED AUDIO EQUIPMENT TO ALIGN WITH T.O. CEILING SLAT; WHITE FINISH; REF. RCP
1'-0"
K 102
EXISTING RADIATOR
04
1/2" TEMPERED GLASS WITH FLAT POLISHED EDGES; SNEEZE GUARD TO T.O. RADIATOR COMPLY WITH NSF/ANSI EL. = 10 2-2014; MIN. HEIGHT 60"1/2" AFF FINISH FLOOR EL. = 0"
MIN AFF
K 120
1'-8" P-3
MIN AFF
K 102 P-3 K 126 G 515
DATE 12.21.2020
C 3
SIGNAGE CABLES CEILING MOUNTED; CENTERED ON MULLIONS
MECHANICAL DUCTS; REF. MECH. DWG, PAINT P-3
B.O. BEAM
SOFFIT 1/2" TEMPERED T.O. GLASS EL. = 12' - 6" WITH FLAT POLISHED EDGES; SNEEZEB.O. GUARD SOFFITTO COMPLY WITH NSF/ANSI EL. = 11' - 0" 2-2014; MIN. HEIGHT 60" AFF
NO PERMANENT MERCHANDISE /FIXTURES ARE TO BE LOCATED DIRECTLY BEHIND THE GLASS FROM 30"-36" AND 60" - 66"
SIGNAGE CENTERED B.O. DECK AND EXISTING BEAMS TO BE PAINTED ON P-3;DOOR GC TO REPLACE ANY FIREPROOFING REMOVED FROM THE BUILDINGS STRUCTURE AND/OR DAMAGED DURING CONSTRUCTION
EXISTING CONDUIT; PAINT P-3
19'-9"
P-3 04
220125 190404
1/4" = 1'-0"
B.O. BEAM EL. = 21' - 4 1/2" EXISTING T.O. CONDUIT; STOREFRONT PAINT P-3 EL. = 20' - 2 7/8"
P-3 G 515
GR
ILLUMINATED SIGNAGE BEHIND GLAZING; DOUBLE-STROKE LETTER; TO BE 3 FEET BEHIND LEASELINE ON A SUSPENDED SOLID GREEN PANEL
B.O. DECK AND EXISTING BEAMS TO BE PAINTED P-3; GC TO REPLACE ANY FIREPROOFING REMOVED FROM THE BUILDINGS STRUCTURE AND/OR DAMAGED DURING CONSTRUCTION
B.O.SLATS DECK T.O. WOOD CEILING EL.==18' 23'- -114 1/4" EL. 3/4"
T.O. WOOD CEILING SLATS EL. = 18' - 11 3/4" T.O. SOFFIT EL. = 12' - 6" EXISTING CONDUIT; B.O. SOFFIT PAINT P-3 EL. = 11' - 0"
WHITE POWDER-COATED AFRAME SANDWICH BOARD BY SG CURBSIDE SG MONUMENT, 3/4" IRON TUBE FRAME & 16" PERFORATED METAL SIDES; POWDER COATED GREEN TO MATCH, WHITE SG LOGO ON TOP SHELF
STOREFRONT ELEVATION_1
B.O. DECK AND EXISTING BEAMS TO BE PAINTED P-3; GC TO REPLACE ANY FIREPROOFING REMOVED FROM THE BUILDINGS STRUCTURE AND/OR DAMAGED DURING CONSTRUCTION
D 542
REV. A
WORLD TRADE WORLDCENTER TRADE CENTER
1
1/4" = 1'-0"
TRACK LIGHTING; REF. LIGHTING SCHEDULE; WHITE FINISH
JM PB
SQ BOSE EXTERIOR SURFACE MOUNT LOUDSPEAKER - FREESPACE FS2SE,FINISH WHITE
EXISTING LANDSCAPING TO REMAIN; TYP.
B.O. DECK AND EXISTING BEAMS TO BE PAINTED P-3; GC TOB.O. DECK REPLACE ANY FIREPROOFING REMOVED FROM THE BUILDINGS EL. = 23' - 4 1/4" STRUCTURE AND/OR DAMAGED DURING CONSTRUCTION B.O. BEAM EL. = 21' - 4 1/2" TRACK LIGHTING; REF. D 542 STOREFRONT LIGHTING T.O. SCHEDULE; EL. = 20' - 2 7/8" WHITE FINISH
XX
PROJECT MANAGER: SG DESIGN MANAGER: SG CONSTR. MANAGER: PROJECT NO:
REVISIONS
1'-6"
EXISTING HARDSCAPING TO REMAIN; TYP.
STOREFRONT ELEVATION_2
INTERIOR DESIGN
XX
CHECKED BY:
TEMPLATE VERSION:
FINISH FLOOR EL. = 0"
B.O. SIGNAGE
2
CURBSIDE SG MONUMENT, 3/4" IRON TUBE FRAME & 16" PERFORATED METAL SIDES; POWDER COATED GREEN TO MATCH, WHITE SG LOGO ON TOP SHELF
6'-0 3/4" 6'-0 3/4" SHELF OPENING-HOLDSHELF OPENING-HOLD
6/17/2021 12:26:00 PM
NEW PLANTERS BY SG; TYP.
B.O. SIGNAGE
7'-6"
C.O. SPEAKER
7'-6 1/2"
T.O. CURBSIDE MONUMENT
7'-6 1/2"
7'-6"
C.O. SPEAKER
8'-1 1/2"
B.O. SIGNAGE
SQ.
PROJECT INFORMATION: PROJECT INFORMATION:
3'-4 1/2"
3'-6 1/2"
EQ
NO PERMANENT MERCHANDISE /FIXTURES ARE TO BE LOCATED DIRECTLY BEHIND THE GLASS FROM 30"-36" AND 60" - 66"
WORLD TRADE CENTER TOWER 3, SPACE 1300 NEW YORK, NY 10007
ILLUMINATED SIGNAGE BEHIND GLAZING; "SG" SIGNAGE TO BE 3 FEET BEHIND LEASELINE
PROJECT INFORMATION:
T.O. STOREFRONT EL. = 20' - 2 7/8"
PROJECT INFORMATION:
B.O. DECK EL. = 23' - 4 1/4"
B.O. DECK EL. = 23' - 4 1/4"
4'-4 1/2"
WORLD TRADE CENTER
06.1
PROJECT MANAGER: SG DESIGN MANAGER: SG CONSTR. MANAGER: PROJECT NO: DRAWN BY:VERSION: TEMPLATE
PROJECT MANAGER: REVISIONS SG DESIGN MANAGER: SG CONSTR. MANAGER:DES REV. DATE C 03.22.2021 PA PROJECT NO: 3 06.10.2021 SUB TEMPLATE VERSION:
REVISIONS REV. C 3
DATE 03.22.2021 06.10.2021
DES PA SUB
INTERIO ELEVATIO
INTERIO ELEVATIO
A250.0
FOOD SERVICE
MOBILE STATION