Professional Portfolio 2021

JOEY X

U

2 0 1 7- 2 1

01 Sports for Climate

Sports Diplomacy Center, Manhattan, NY Academic Project 2020

02 Participatory

Residential Complex, Bronx, NY

Academic Project 2019

03 Bubble Terminal

Hovercraft and Train station, Napa, CA

Academic Project 2019

04 In-Efficiency

Housing for Storage, Oakland, CA

Academic Project 2018

05 Alternating View

Curtain Wall System, Manhattan, NY

Academic Project 2020

06 Greenpoint Theatre

Revit Project, Brooklyn, NY

Academic Project 2019

07 Professional Work Internships

Summer 2017-2019

01 SPORTS FOR CLIMATE GSAPP Advanced V Studio

Randall’s island has 40% of New York City’s sports field, yet three quarters of its fields will be compromised after a violent storm. Climate change is starting to impact every aspect of sports, such as damage to playing surfaces and unexpected cancellation of events due to heatwave and unseasonal rainfall. Designing a sports center for climate action in Randall’s Island will raise the community awareness of climate change and find possible solutions through

Critic: Dan Wood

Fall 2020

collective action. The building will serve as a gathering, training, and educational space for people with interest in sports, playing a leading role in climate change and inspire a large audience for actions.

Climate change is a gradual, ongoing process. This sports center will adhere to the UNFCCC’s sports initiative, to educate, communicate and advocate for climate action. Everyone has a climate impact and everyone can take action to reduce it.

Soccer Field on Grade

Vulnerable to Climate Change

Elevate Fields

Add Retractable Roof

A Local Landmark

The Sport Center for Climate Action will be a landmark timber structure, with an elevated open ground level and

k along the Harlem River, which can be easily seen on a vessel and Manhattan riverfront. This building will feature a resilient mass d roof top sport fields. The sports fields will protect players against extreme weather events, such as heatwave and unseasonal rainfall.

Sports Fields Roof

Key Programs Central Floors

Exibition Lobby Ground Floor

Climate Exhibition Ground floor open exhibition spaces to help visitors gain knowledge about climate change

Rooftop Fields Fields will be accessible by the public by reservation through stairs on the side

02

PARTICIPATORY RESIDENTIAL GSAPP Core III Studio Critic: Adam Frampton Collaboration with Jacob Hu Fall 2019

The apartment complex uses a typical New York courtyard tenement as the general form and attempts to funnel residents towards enclosed public square where a community can develop. The street level is consequentially open at the corners of the of the courtyard, resolving the darker spaces of these corners by breaking them open. The wings of the apartment complex follow the cardinal directions of the site, and each wing will house a public program specific to the neighborhood. The corridor is the most important design feature. It not only connects all the amenities in this building together, but also creates spaces for social interaction.

1/16”=1’-0” Model North-West view at Courtlandt street

1/16”=1’-0” Model North-east view at East 152 street

South Elevation Light gray precast concrete as part of the facade to give a monolithic feeling

West Elevation Empty spaces on the facade for the view and wind penetration

Zoomed-in Corner Drawing Corridor combined with community amenities to boost the interaction and activity

Interior Courtyard The interior courtyard is open to the resident and public to serve as a community recreation space

Ground Floor Plan The plan is organized to have a continuous corridor and an interior courtyard for interactions

South Entry Facade is manipulated to create a stacking effect and concrete finish is used to save budget

03 BUBBLE TERMINAL CED Arch 100D Studio Critic: Eleanor Pries Spring 2019

The goal for this terminal is to combat the rising sea-level. According to current research, the sea level is likely to rise 30feet in the next 100 years. Therefore creating a resilient building is necessary. The three main airport in the San Francisco bay area will be completely under water, and needs to be relocated elsewhere. During this transitional period, people might need to use hovercraft as means of travel, bringing them to destinations around the west coast.

2020

2050

2100

2150

Tectonic

Precedent

Description

Since Napa pipe was a steel site, keeping the history of its industrial background is important.

Hollow section steel is used for its structure due to its flexibility in nature. I studied Toyo Ito’s Sendai Mediatheque to create the most efficient main structure.

Using a light, transparent, inflatable facade will benefit the building. Inflatable facade has great insulation value, lightness in structure, allows light to pass through, and easy to replace. I used National Space Centre in Leicester, UK as my case study to develop my building enclosure.

Minimize concrete usage by creating efficient floor structure.

It not only will increase the span of the floor slab but also lower the carbon footprint. I studied Philippe Block’s concrete work as my precedent.

Inflatable chair, train, and boat are incorporated into the design. Inflatable gives users a friendly feeling, and it is an advantageous material for the future. I read the inflatable books to gain ideas of the to design the corresponding equipment.

Study Models Studies in material helps to create efficient structure and enclosure for the design. I experimented with pet-g plastic, house wrap, flash sheet and bubble glue to experiment the facade. The quality of inflated facade is preferred for its lightness and versatility.

Train Station Top floor render

Hovercraft Terminal 2nd floor render

Building Programs Section Perspective

04 (IN)EFFICIENCY CED Arch 100C Studio Critic: Neyran Turan Collaboration with Leah Lock Fall 2018

This housing project examines efficiency and inefficiency – not as goals of the building to achieve, but rather to propose an alternative understanding of the term “inefficiency” within the context of housing.

Individually, each unit is efficient. However, the primary agitator is the rotation and intersection of these bars, each of which contain a single type of unit. These inefficiencies are illustrated when the extreme lack of space forces elements such as stairs, furniture, or walls into non-useful and conventionally problematic configurations.

Courtyard Spacial Quality The courtyard are created by subtracting cubic volumes from the massing. It creates diverse spatial typologies and enhances the organization of the form. It allows for better lighting condition, promotes social interaction, and creates unique spaces.

Section

This set of three drawings looks at three particular locations in our building, exploring the spatial qual

multiple programs, which is the residual of efficiency. The gain of this experiment was the richness of v

n Axons

lities inside the building envelope. We tried to show the awkward spaces created by intersection of

volume created by the operations; the limit of efficiency is reached and eventually created inefficiency.

Birds Eye View The massing is generated by subtracting cubic volumes from the intersection of rectangular tubes. The exterior grid are facade are partially diamond shape windows.

Plans and Unit Types Each floor possesses unique spatial quality in plan. The intersections of different unit types creates odd spaces in each floor, which exposes the limit of efficiency.

ALTERNATING VIEW GSAPP Adv. Curtain Wall Critic: Robert Heintges Spring 2020

This is a unitized curtain wall system which has the benefit of fast installation and quality assurance. The curtain wall design contains two systems, the zigzag part and flat part. The alternating systems create a contrasting patterns on the facade.

05

Straight Facade

Triangle Facade

06 GREENPOINT THEATRE GSAPP Tech IV Revit Project, Group Collaboration Critic: Nicole Dosso Fall 2019

The theatre is located along the East River in Brooklyn, NY. This is not only a multipurpose community center but also an extension of the park. Elevations and roofs are developed to provide users every possibility to enjoy the river view. Structure, enlosure, mechanical systems all required to be considered in Revit.

A

B

C

D

E

F

F.1

2 1

1 2

A-400 A-301

A-301 S-201

G

H

H.1

J

K

T.O. STRUCTURE 42' - 0"

T.O. STRUCTURE 42' - 0"

T.O. ROOF RAMP 38' - 4 3/8"

T.O. ROOF RAMP 38' - 4 3/8"

CATWALK 34' - 4 15/16"

CATWALK 34' - 4 15/16"

UPPER LEVEL 26' - 0"

No.

Description

01 02 03

Schematic Design Design Development Construction Document

UPPER LEVEL 26' - 0"

SECOND LEVEL 15' - 0"

SECOND LEVEL 15' - 0"

FIRST LEVEL 4' - 0"

FIRST LEVEL 4' - 0"

GROUND 0' - 0"

GROUND 0' - 0"

West Elevation 1/8" = 1'-0"

K

J

H.1

H

G

F.1

F

E

D

C

1 2

2

A-301 S-201

A-301

B

A 18 Greenpoint Ave, Brooklyn NY, 11222

T.O. STRUCTURE 42' - 0"

T.O. STRUCTURE 42' - 0"

T.O. ROOF RAMP 38' - 4 3/8"

T.O. ROOF RAMP 38' - 4 3/8"

CATWALK 34' - 4 15/16"

WIP Architects, DPC 1172 Amsterdam Ave, Site 5005 New York, NY 10027

THIS DRAWING IS AN INSTRUMENT OF SERVICE AN PROPERTY OF WIP ARCHITECTS, DPC. WHETHER T WHICH IT IS MADE IS EXECUTED OR NOT. THIS DRA USED BY THE OWNER OR OTHERS ON OTHER PRO TO THIS PROJECT BY OTHERS EXCEPT BY AGREEM WIP DPC. SUBMITION OR DISTRIBUTION TO MEET O REQUIREMENTS OR FOR OTHER PURPOSES IN CON PROJECT IS NOT TO BE CONSTRUED AS PUBLICAT THE RIGHTS OF WIP ARCHITECTS, DPC. REPRODUC

BY ANY METHOD IN WHOLE OR IN PART IS PROHIBI DRAWING BELONGS TO WIP ARCHITECTS, DPC WIT

CATWALK 34' - 4 15/16"

UPPER LEVEL 26' - 0"

UPPER LEVEL 26' - 0"

SECOND LEVEL 15' - 0"

SECOND LEVEL 15' - 0"

FIRST LEVEL 4' - 0"

No.

Description

01 02 03

Schematic Design Design Development Construction Document

FIRST LEVEL 4' - 0"

GROUND 0' - 0"

MAPPED E ELEVATIO

GROUND 0' - 0"

2

Date

10.1.19 10.22.19 11.26.19

GREENPO THEATER

East Elevation 1/8" = 1'-0"

Pro

Project Number Date Drawn By Checked By

Scale

F-100

18 Greenpoint Ave, Brooklyn NY, 11222

Owner 91 West LLC Architects HC, MS, JX, ZB 212 XXX XXXX

WIP Architects, DPC 1172 Amsterdam Ave, Site 5005 New York, NY 10027

THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF WIP ARCHITECTS, DPC. WHETHER THE PROJECT FOR WHICH IT IS MADE IS EXECUTED OR NOT. THIS DRAWING SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS. fORaDDITIONS TO THIS PROJECT BY OTHERS EXCEPT BY AGREEMENT IN WRITING WITH WIP DPC. SUBMITION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE RIGHTS OF WIP ARCHITECTS, DPC. REPRODUCTION OR PUBLICATION

BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THIS DRAWING BELONGS TO WIP ARCHITECTS, DPC WITHOUT PREJUDICE.

GREENPOINT THEATER STRUCTURAL AXON DIAGRAM Project Number Date Drawn By Checked By

1

3D Structure Axon Scale

Project Number Issue Date Author Checker

S-106

12/12/2019 10:46:42 PM

1

2x4 WOOD PLANKS PEDESTAL

E

F

H

3

6" CONC. ON MTL DECK WATER BARRIER

T.O. ROOF RAMP 38' - 4 3/8"

6" RIGID INSULATION 60" STEEL TRUSS

METAL FLASHING 4" CONC. CURB

EXTERIOR EXTERIOR WOOD DECK RAISED FLOOR SYSTEM 3-PLY ROOFING MEMBRANE

EXTERIOR WOOD DECK ROOF DRAIN RAISED FLOOR SYSTEM

RETURN AIR DUCT

3-PLY ROOFING MEMBRANE 6" RIGID INSULATION, SLOPE 3/8" PER FOOT EXTERIOR WOOD DECK RAISED FLOOR SYSTEM 3-PLY ROOFING MEMBRANE 6" CONC. ONINSULATION, MTL DECK SLOPE 3/8" PER FOOT 6" RIGID SLOPED DROP CEILING

ALUM PANEL RAINSCREEN

SUSPENDED ACOUSTIC PANEL

STOREFRONT GLAZING W24X94 BEAM 6" CONC. ON MTL DECK

SPRAY FOAM INSULATION ALUM PANEL RAINSCREEN

ROOF VEGETATION METAL FLASHING GROWTH MEDIUM 4" CONC. CURB FILTER FABRIC ROOF VEGETATION

EXTERIOR

6" RIGID INSULATION, SLOPE 3/8" PER FOOT EXTERIOR WOOD DECK FLOOR SYSTEM TRANSITION ALIGNEDRAISED W/ EDGE OF SLOPE 3-PLY ROOFING MEMBRANE 6" CONC. ON3/8" MTLPER DECK 6" RIGID INSULATION, SLOPE FOOT TRANSITION ALIGNED W/ EDGE OF SLOPE

GROWTH MEDIUM FILTER FABRIC

CATWALK 34' - 4 15/16"

No.

Description

01 02 03

6" CONC. ON MTL DECK INTERIOR

Date

10.1.19 10.22.19 11.26.19

Schematic STEEL BEAM PER ROOFDesign PLAN Design Development Construction Document

STEEL BEAM PER ROOF PLAN

W24X94 BEAM

COLD-FORMED FRAMING SPRAY FOAM INSULATION

THEATER OVERLOOK

INTERIOR

RAISED FLOOR TO VEGETATED ROOF TRANSITION 4 1 1/2" = 1'-0"

COLD-FORMED FRAMING CEILING 6" MTL CONC. ON MTLPANELS DECK

4

GWB SUSPENDED CEILING

MTL CEILING PANELS

RAISED FLOOR TO VEGETATED ROOF TRANSITION 1 1/2" = 1'-0" UPPER LEVEL 26' - 0"

DEFLECTION CLIPS @ ALUM STOREFRONT HEAD

EXTERIOR INTERIOR

EXTERIOR

8" CONCRETE PLANK

DEFLECTION CLIPS @ ALUM STOREFRONT HEAD

HVAC DIFFUSER

ROOF EAVE DETAIL 1 1/2" = 1'-0"

2' -

3"

1

WOOD PANEL FINISH MOUNTED ON HAT CHANNEL FURRING

ROOF EAVE DETAIL 1 1/2" = 1'-0"

BLOCKING

1-1/2" STEEL DECK

INTERIOR

1' - 6"

10"

EXTERIOR

0' -

STOREFRONT DOUBLE - GLAZING ALUM. CURTAIN WALL SILL

EXTERIOR

AIR SPACE

INTERIOR

STOREFRONT - GLAZING COLD-FORMED STEEL FRAMING, SLOPE TODOUBLE DRAIN AT SILL ALUM. CURTAIN WALL SILL ALUM PANEL RAINSCREEN

SLOPED W24 GIRDER/STRINGER

6" CONC. ON MTL DECK

5

EXTERIOR SOFFIT

STOREFRONT GLAZING SYSTEM

VAPOR BARRIER 4'x2' DUCT

CONC. ON MTL DECK WHITE COLORED LAMINATION @ INSIDE FACE OF GLASS

CONTINUOUS SPRAY FOAM INSULATION @ UNDERSIDE OF MTL DECK

FOH AND BOH WALL SECTION

BATT INSULATION IN CAVITY 6X6X1/2 STEEL ANGLE WELDED TO STEEL PLATE EXTERIOR

1" CEMENT MORTAR

STOREFRONT DOUBLE - GLAZING ALUM. CURTAIN WALL SILL

12" CONCRETE SLAB

1/2" STEEL PLATE WELDED TO END OF BEAMS INTERIOR

F

3

1' - 3" 1' - 3"

7°

3

ROOF DRAIN

BOH WALL SECTION 1 1/2" = 1'-0"

Drawn By Checked By

A-710

1/2" = 1'-0"

Scale

EXTERIOR SOFFIT

N 2 Pr

Da

Dr

Ch EXTERIOR SOFFIT

STOREFRONT SILL @ ENTRY STAIR 1 1/2" = 1'-0" STOREFRONT SILL @ ENTRY STAIR 1 1/2" = 1'-0"

3

GROUND 0' - 0"

STAINLESS STEEL EXPANSION BOLT METAL PANEL SYSTEM & STOREFRONT 3"x3" STEEL ANGLE @ SLAB EDGE DETAIL 1 1 1 1/2" =WALL 1'-0" LOBBY ENTRY 2 1/2" = 1'-0"

7°

F

Date

STAINLESS STEEL EXPANSION BOLT 3"x3" STEEL ANGLE PRECAST STAIR STEP

WALL SECTION @ THEATER SEATING 3 1/2" = 1'-0"

Project Number Issue Date Author Checker

Project Number

PRECAST STAIR STEP 2°

SPRAY FOAM INSULATION

BOTTOM OF STRUCTURE SHOWN DASHED BEYOND FIRST LEVEL SUSPENDED METAL PANEL SYSTEM 4' - 0"

2°

COLD-FORMED STEEL FRAMING, SLOPE TO DRAIN AT SILL SPRAY FOAM INSULATION ALUM PANEL RAINSCREEN

3 5/8" MTL STUDS PARALLEL TO STRUCTURE

BACKER ROD & SEALANT/WOOD SHIM @ ALUMINUM SILL

INTERIOR

EXTERIOR

SHIM W/ BACKER ROD & SEALANT STOREFRONT - GLAZING COLD-FORMED STEEL FRAMING, SLOPE TODOUBLE DRAIN AT SILL ALUM. CURTAIN WALL SILL ALUM PANEL RAINSCREEN SHIM W/ BACKER ROD & SEALANT

SOIL/OTHER BACKFILL

TH PR WH US TO WI RE PR TH BY DR

GREENPOINT THEATER

EXTERIOR SOFFIT

6" BATT INSULATION

STOREFRONT SILL @ SLAB EDGE 1 1/2" = 1'-0"

WATER/VAPOR BARRIER

THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF WIP ARCHITECTS, DPC. WHETHER THE PROJECT FOR WHICH IT IS MADE IS EXECUTED OR NOT. THIS DRAWING SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS. fORaDDITIONS TO THIS PROJECT BY OTHERS EXCEPT BY AGREEMENT IN WRITING WITH WIP DPC. SUBMITION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE RIGHTS OF WIP ARCHITECTS, DPC. REPRODUCTION OR PUBLICATION

BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THIS DRAWING BELONGS TO WIP ARCHITECTS, DPC WITHOUT PREJUDICE.

RECEPTION COUNTER

2 LAYERS TYPE X WP GWB

STOREFRONT SILL @ SLAB EDGE 1 1/2" = 1'-0" 2

SECOND LEVEL 15' - 0"

RAISED FLOOR TO SKYLIGHT 1 1/2" = 1'-0"

Owner 91 West LLC Architects HC, MS, JX, ZB 212 XXX XXXX

WIP Architects, DPC 1172 Amsterdam Ave, Site 5005 New York, NY 10027

WOOD PANEL FINISH MOUNTED ON HAT CHANNEL FURRING

3' - 0"

WOOD SHIM TO PROVIDE ANGLES @ COLD-FORMED TRACKS

2

18 Greenpoint Ave, Brooklyn NY, 11222

INTERIOR

1 HR RATED GWB TYPE X ONBEAM 8" MTL W12X26 STUDS

WOOD SHIM TO PROVIDE ANGLES SPRAY FOAM INSULATION @ COLD-FORMED TRACKS

W10 COLUMN

INTERIOR

W12X26 BEAM 6" CONC. ON MTL DECK

COLD-FORMED STEEL FRAMING, SLOPE TO DRAIN AT SILL SPRAY FOAM INSULATION ALUM PANEL RAINSCREEN

14"x14" CONCRETE COLUMN

S-

6" CONC. ON MTL DECK STEEL BEAM PER ROOF PLAN HAT FURRING CHANNEL 5/8" GWB CEILING FINISH STEEL BEAM PER PER ROOFRCP PLAN HAT FURRING CHANNEL 5/8" GWB RAISED FLOOR TO SKYLIGHT 5 1 1/2" = 1'-0"CEILING FINISH PER RCP

VAPOR BARRIER

8" ACOUSTIC BATTS 18GA DUCT PANEL

Sim

HALLWAY

4" RIGID INSULATION

W-10 STEEL JOIST

EXTERIOR

1 S-105

EXTERIOR WOOD DECK 6" RIGID INSULATION, SLOPE 3/8" PER FOOT RAISED FLOOR SYSTEM BLOCKING 3-PLY ROOFING MEMBRANE 6" CONC. ON3/8" MTLPER DECK 6" RIGID INSULATION, SLOPE FOOT

12/12/2019 10:17:29 PM

1

3/4" 1HR FP PANEL CELLING

1 HR RATED GWB TYPE X ON 8" MTL STUDS

INTERIOR

EXTERIOR

EXTERIOR WOOD DECK RAISED FLOOR SYSTEM 3-PLY ROOFING MEMBRANE

Sc

H

3

H T.O. ROOF RAMP 38' - 4 3/8"

T.O. ROOF RAMP 38' - 4 3/8"

CATWALK 34' - 4 15/16"

CATWALK 34' - 4 15/16"

ROOF DRAIN EXTERIOR

SLOPED DROP CEILING

SLOPED DROP CEILING

No.

STOREFRONT GLAZING

STOREFRONT GLAZING

01 02 03

EXTERIOR WOOD DECK RAISEDEXTERIOR FLOOR SYSTEM WOOD DECK

Description No. Schematic Design 01 Design Development 02 Construction Document 03

Date Description

3-PLY RAISED ROOFINGFLOOR MEMBRANE SYSTEM 6" RIGID INSULATION, 3/8" PER FOOT 3-PLY ROOFING SLOPE MEMBRANE

Date

10.1.19 Schematic Design 10.22.19 Design Development 11.26.19 Construction Document

6" RIGID INSULATION, SLOPE 3/8" PER FOOT

10.1.19 10.22.19 11.26.19

ALUM PANEL RAINSCREEN SPRAY FOAM INSULATION

6" RIGID INSULATION, SLOPE 3/8" PER FOOT TRANSITION ALIGNED W/ EDGE OF SLOPE

W24X94 BEAMINSULATION, SLOPE 3/8" PER FOOT 6" RIGID

SPRAY FOAM INSULATION

W24X94 BEAM SPRAY FOAM INSULATION MTL CEILING PANELS MTL CEILING PANELS

COLD-FORMED FRAMING

6" CONC. ON MTL DECK

6" CONC. ON MTL DECK

GWB SUSPENDED CEILING

GWB SUSPENDED CEILING

EXTERIOR

INTERIOR INTERIOR

EXTERIOR WOOD DECK DEFLECTION CLIPS @ ALUM STOREFRONT HEAD

1

WOOD PANEL FINISH MOUNTED ON HAT CHANNEL FURRING

WOOD PANEL FINISH MOUNTED ON HAT CHANNEL FURRING

1 S-105

Sim

1 S-105

ROOF EAVE DETAIL 1 1/2"ROOF = 1'-0"EAVE DETAIL 1 1 1/2" = 1'-0"

BLOCKING 6" RIGID INSULATION, SLOPE 3/8" PER FOOT

EXTERIOR STOREFRONT DOUBLE - GLAZING ALUM. CURTAIN WALL SILL STOREFRONT DOUBLE - GLAZING

6" CONC. ON MTL DECK

6" CONC. ON MTL DECK

SECOND LEVEL

EXTERIOR SOFFIT

EXTERIOR SOFFIT

STOREFRONT SILL @ SLAB EDGE 1 1/2" = 1'-0"

2

EXTERIOR

ALUM. CURTAIN WALL SILL STOREFRONT DOUBLE - GLAZING SHIM W/ BACKER ROD & SEALANT ALUM. CURTAIN WALL SILL

COLD-FORMED STEEL FRAMING, SLOPE TO DRAIN AT&SILL SHIM W/ BACKER ROD SEALANT ALUM PANEL COLD-FORMED STEEL FRAMING, SLOPERAINSCREEN TO DRAIN AT SILL

EXTERIOR

ALUM PANEL RAINSCREEN

Date GROUND 0' - 0"

2

LOBBY ENTRY WALL 1/2" = 1'-0"

2

LOBBY ENTRY WALL 1/2" = 1'-0"

1

BOH WALL SECTION 1/2" = 1'-0"

1

BOH WALL SECTION 1/2" = 1'-0"

Drawn By Checked By

Scale

GROUND 0' - 0"

Project Number Project Number Date Issue Date Drawn By Author Checked By Checker

3"x3" STEEL ANGLE

STOREFRONT SILL @ ENTRY STAIR 1 1/2"STOREFRONT = 1'-0" SILL @ ENTRY STAIR 3 1 1/2" = 1'-0"

A-710 A-710 Scale

1/2" = 1'-0"

1/2" = 1'-0"

PRECAST STAIR STEP STAINLESS STEEL EXPANSION BOLT 7°

3"x3" STEEL ANGLE EXTERIOR SOFFIT EXTERIOR SOFFIT

Project Number Issue Date SILL @ ENTRY STAIR STOREFRONT 3 1 1/2" = 1'-0" Author Checker

STAINLESS STEEL EXPANSION PRECAST STAIR STEP BOLT

2°

3

Project Number

SPRAY FOAM INSULATION

PRECAST STAIR STEP 3"x3" STEEL ANGLESTEEL EXPANSION BOLT STAINLESS

SHIM W/ BACKER ROD & SEALANT

FOH AND BOH FOH AND BOH WALL SECTION WALL SECTION FIRST LEVEL 4' - 0"

INTERIOR

STOREFRONT DOUBLE - GLAZING SPRAY FOAM INSULATION ALUM. CURTAIN WALL SILL SPRAY FOAM INSULATION

COLD-FORMED STEEL FRAMING, SLOPE TO DRAIN AT SILL ALUM PANEL RAINSCREEN

FIRST LEVEL 4' - 0"

INTERIOR

7°

GREENPOINT GREENPOINT THEATER THEATER

RECEPTION COUNTER

INTERIOR

EXTERIOR

STOREFRONT DOUBLE - GLAZING

RECEPTION COUNTER

W12X26 BEAM

EXTERIOR SOFFIT

EXTERIOR SOFFIT

RAISED FLOOR TO SKYLIGHT 1 1/2"RAISED = 1'-0" FLOOR TO SKYLIGHT STEEL BEAM PER ROOF PLAN 5 1 1/2" = 1'-0" HAT FURRING CHANNEL 5/8" GWB CEILING FINISH PER RCP

W12X26 BEAM W12X26 BEAM

SPRAY FOAM INSULATION THIS DRAWING IS AN INSTRUMENT ANDDRAWING SHALL REMAIN IS AN THE INSTRUMENT OF SERVICE AND SHALL REMAIN THE 15' - 0" OF SERVICETHIS PROPERTY OF WIP ARCHITECTS, DPC. WHETHER PROPERTY THE PROJECT OF WIP FOR ARCHITECTS, DPC. WHETHER THE PROJECT FOR WHICH IT IS MADE IS EXECUTED OR NOT. THIS DRAWING WHICH IT IS SHALL MADENOT IS EXECUTED BE OR NOT. THIS DRAWING SHALL NOT BE WOOD SHIM TO PROVIDE ANGLES USED BY THE OWNER OR OTHERS ON OTHER PROJECTS. USED BY THE fORaDDITIONS OWNER OR OTHERS ON OTHER PROJECTS. fORaDDITIONS @ COLD-FORMED TRACKS TO THIS PROJECT BY OTHERS EXCEPT BY AGREEMENT TO THIS PROJECT IN WRITING BYWITH OTHERS EXCEPT BY AGREEMENTSTOREFRONT IN WRITING WITH SILL @ SLAB EDGE 2 WIP DPC. SUBMITION OR DISTRIBUTION TO MEET WIP OFFICIAL DPC. SUBMITION REGULATORY OR DISTRIBUTION TO MEET OFFICIAL REGULATORY 1 1/2" = 1'-0" STOREFRONT SILL @ SLAB EDGE REQUIREMENTS OR FOR OTHER PURPOSES IN REQUIREMENTS CONNECTION WITH OR THE FOR OTHER PURPOSES IN CONNECTION WITH THE 2 1 1/2" = 1'-0"OF PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION PROJECT IN IS DEROGATION NOT TO BE CONSTRUED OF AS PUBLICATION IN DEROGATION THE RIGHTS OF WIP ARCHITECTS, DPC. REPRODUCTION THE RIGHTS OROF PUBLICATION WIP ARCHITECTS, DPC. REPRODUCTION OR PUBLICATION

BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED.

BY ANY METHOD TITLE TOINTHIS WHOLE OR IN PART IS PROHIBITED. TITLE TO THIS DRAWING BELONGS TO WIP ARCHITECTS, DPCDRAWING WITHOUT BELONGS PREJUDICE. TO WIP ARCHITECTS, DPC WITHOUT PREJUDICE.

1' - 3"

4'x2' DUCT

STOREFRONT DOUBLE - GLAZING SPRAY FOAM INSULATION ALUM. CURTAIN WALL SILL SPRAY FOAM INSULATION

1' - 3"

VAPOR BARRIER

Owner 91 West LLC

WOOD SHIM TO PROVIDE ANGLES COLD-FORMED FRAMING, TO DRAIN AT SILL @ COLD-FORMED TRACKS Architects STEEL WOOD SHIM TOSLOPE PROVIDE ANGLES HC, MS, JX, ZB ALUM PANELTRACKS RAINSCREEN @ COLD-FORMED 212 XXX XXXX

1' - 3" 7°

6" BATT INSULATION

BARRIER

'x2' DUCT

WIP Architects, Architects DPC HC, MS,Ave, JX, Site ZB 5005 1172 Amsterdam XXX XXXX New York, 212 NY 10027

12/12/2019 10:17:29 PM

SULATION

18 Greenpoint Ave,Owner Brooklyn NY,91 11222 West LLC

WIP Architects, DPC 1172 Amsterdam Ave, Site 5005 New York, NY 10027

INTERIOR

2°

2 LAYERS TYPE X WP GWB

WOOD PANEL FINISH MOUNTED ON HAT CHANNEL FURRING

5 6" CONC. ON MTL DECK

EXTERIOR

2°

WP GWB

WOOD PANEL FINISH MOUNTED ON HAT CHANNEL FURRING

18 Greenpoint Ave, Brooklyn NY, 11222

12/12/2019 10:17:29 PM

3' - 0"

INTERIOR

COLD-FORMED STEEL FRAMING, SLOPE TO DRAIN AT SILL ALUM PANEL COLD-FORMED STEEL FRAMING, SLOPERAINSCREEN TO DRAIN AT SILL

1' - 6"

10" 0' -

3' - 0"

INTERIOR

EXTERIOR

ALUM. CURTAIN WALL SILL

HALLWAY

SECOND LEVEL 15' - 0"

1 HR RATED GWB TYPE X ON 8" MTL STUDS

BLOCKING 6" CONC. ON MTL DECK EXTERIOR WOOD DECK 6" CONC. ON MTL DECK RAISED FLOOR SYSTEM 3-PLY ROOFING MEMBRANE STEEL BEAM PER ROOF PLAN 6" RIGID INSULATION, SLOPE 3/8" PER FOOT HAT FURRING CHANNEL STEEL BEAM PER ROOF PLAN BLOCKING 5/8" GWB HAT FURRING CHANNEL CEILING FINISH PER RCP GWBDECK 6" CONC.5/8" ON MTL CEILING FINISH PER RCP

ROOF EAVE DETAIL 1 1/2" = 1'-0"

ALUM PANEL RAINSCREEN

1 HR RATED GWB TYPE X ON 8" MTL STUDS

RAISEDEXTERIOR FLOOR SYSTEM WOOD DECK 3-PLY ROOFING MEMBRANE RAISED FLOOR SYSTEM 6" RIGID INSULATION, SLOPE 3/8" PER MEMBRANE FOOT 3-PLY ROOFING

INTERIOR

EXTERIOR

Sim

1

HALLWAY

RAISED FLOOR TO VEGETATED ROOF TRANSITION 4 1 1/2" = 1'-0"

STOREFRONT HEAD MTL CEILING PANELS

UPPER LEVEL 26' - 0"

EXTERIOR

1 HR RATED GWB TYPE X ON 8" MTL STUDS

RAISED FLOOR TO VEGETATED ROOF TRANSITION RAISED FLOOR TO VEGETATED ROOF 4 1 1/2"TRANSITION = 1'-0" 4 1 1/2" = 1'-0"

DEFLECTION CLIPS @ ALUM STOREFRONT HEADCLIPS @ ALUM DEFLECTION

UPPER LEVEL 26' - 0"

1 HR RATED GWB TYPE X ON 8" MTL STUDS

6" CONC. ON MTL DECK

6" CONC. ON MTL DECK

COLD-FORMED FRAMING ALUM PANEL RAINSCREEN

THEATER OVERLOOK

INTERIOR

INTERIOR

COLD-FORMED FRAMING

THEATER OVERLOOK

EXT

TRANSITION ALIGNED W/ EDGE OF SLOPE 6" CONC. ON MTL DECK EXTERIOR WOOD DECK 6" CONC. ON MTL DECK RAISED FLOOR SYSTEM 3-PLY ROOFING MEMBRANE

6" CONC. ON MTL DECK EXTERIOR WOOD DECK 6" CONC. ON MTL DECK RAISED FLOOR SYSTEM W24X94 BEAM 3-PLY ROOFING MEMBRANE

ALUM PANEL RAINSCREEN

EXTERIOR

EXTERIOR WOOD DECK RAISEDEXTERIOR FLOOR SYSTEM WOOD DECK 3-PLY ROOFING MEMBRANE RAISED FLOOR SYSTEM 6" RIGID INSULATION, SLOPE 3/8" PER MEMBRANE FOOT 3-PLY ROOFING TRANSITION ALIGNED W/ EDGE SLOPE 6" RIGID INSULATION, SLOPEOF3/8" PER FOOT

5

RAISED FLOOR TO SKYLIGHT 1 1/2" = 1'-0"

INTE

07

Professional Work CHONGLI HOTEL

MOCKINGBIRD

Beijing Institute of Architectural Design

William Hezmalhalch A

Constructuion Document Internship Summer 2017

Multifamily Schmatic

Internship Summer 2018

D AVE

14 W19TH ST

Architects

Michael Muroff Architect

c Design

Loft Conversion

8

Internship Summer 2019