KYLE KEENE COOPER UNION B. ARCH 2016
KYLE KEENE kyle.keene64@gmail.com
607‐725‐2426
EDUCATION Cooper Union School of Architecture
NEW YORK, NY
The Irwin S. Chanin School of Architecture: Five-Year Full-Tuition Scholarship Bachelor of Architecture, 2016
Cornell University
ITHACA, NY
College of Agriculture and Life Sciences Bachelor of Science; Applied Economics and Management, 2010
EXPERIENCE Junior Designer: Fogarty Finger Architecture & Interiors
JAN. 2019 - PRESENT
One Dag Office Suites- Drafted and coordinated construction document set for two floors of office suites; Designed bathrooms and coordinated CD set with site conditions; Reviewed submitalls during CA phase 478 Broadway- Surveyed existing commercial retail store and drew site conditions; measured cast-iron facade; assembled landmarks presentation
Junior Designer: C3D Architecture
JULY 2017 – JAN.2019
East Village Apartments- Designed layouts and new stair for renovation; coordinated selective demolition and expansion of landmarked row house 85 Bowery- Measured and drafted a replacement stair for a five story building
Junior Designer: Space Architecture
JULY 2016 – JULY 2017
Soho Stores - Prepared Landmarks drawings for facade restorations Upper East Side Duplex - Drafted survey & coordinated structural steel install in an existing high rise; Designed/rendered interior finishes/fixtures
Design Intern: Nelligan White Architects
SUMMER 2015
Conducted site surveys and designed digital models Fabricated physical models for large NYC Housing proposal
Archive Assistant: The Cooper Union Documented and archived architectural models and drawings Handled sensitive models and drawings; Prepared exhibition documents Installed exhibitions and End of Year Show (2013)
SKILLS Technical Drafting in AutoCAD | Digital model construction| Model formatting for CNC mill with Rhino | Drawing and rendering in Adobe Creative Suite | Drafting & modeling basics in Revit
MAY 2013 MAY 2016
CONTENTS
PROFESSIONAL WORK OFFICE SUITES FACADE RESTORATION APARTMENT RENOVATIONS RENDERINGS NYCHA MODEL
SCHOOL WORK FLOOD WALL PLASTIC PARK DOOR
OFFICE SUITES Location: One Dag Hammarskjold Plaza 2019 | Fogarty Finger Architecture & Interiors For this project I played an important role in producing a full set of construction documents for two floors of oďŹƒce suites. This process involved extensive site survey to document the location of existing walls, utilities and core building conditions. I was in charge of documenting site conditions, designing the bathrooms for both floors and issuing bulletins for updated construction documents. I reviewed submittals and conducted a punchlist under the supervision of a project manager. My role during the construction administration process focused on researching and coordinated products and specifications with manufacturers, reviewing material finish submittals, issuing sketches and coordinating a submittal log. VIEW OF OPEN OFFICE NEAR COMPLETION
VIEW OF PANTRY & BREAKOUT AREA
EAST 48TH STREET
DEMISING LINE
EAST 47TH STREET
2ND AVE.
CONSTRUCTION PLAN OF 31ST FL OFFICES
VIEW OF BREAKOUT SPACE AND OPEN OFFICES
OFFICE SUITES
OFFICE STAGING FOR CLEINT EVENTS ‐ TOP: RECEPTION BOTTOM: BREAKOUT SPACE
6 6"
7"
6"
8""
1'-10""
VANITY SECTION
RESTROOMS & ADA RESTROOM
FACADE UPDATE Location: SOHO, Manhattan 2019 | Fogarty Finger Architecture & Interiors This projects is a facade restoration and design for new windows. The landmarked cast iron facade is a storefront for a retail store. The client, a real estate company, This is one part of a larger project to repurpose an existing store on Broadway for use as oďŹƒce space. This facade will serve as an entry for a new lobby. I was responsible for measuring existing facade conditions and drawing new sections for the Landmarks process.
PROPOSED WINDOW & BULKHEAD SECTIONS
IRON LATTICE ‐ BADGERS ARCHITECTURAL IRON WORKS ‐ 1865
40 CROSBY ‐ PROPOSED ELEVATION
EAST VILLAGE APARTMENTS PROPERTY LINE
Location: 1oth Street and Avenue A 2018 | C3D Architecture
21'-8 3/4"
3'-0"
T
NEW SHIPS LADDER TO PROVIDE ACCESS FROM EXISTING ROOFTOP TO ROOF OF 4-STOREY EXTENSION
VIF
2'-0"
EXISTING CORNICE TO BE REMOVED AND PRESERVED; REPAIR ROOF JOISTS BEYOND; REINSTALL CORNICE IN SAME LOCATION
3'-8 5/8"
12'-0"
4"
13'-2 5/8"
NEW 4 STORY EXTENSION; SEE STRUCTURAL ENGINEER'S DRAWINGS
11'-4" (VIF)
8'-6 7/8"
18 R @ 7.7" 10" TREAD 4"
METAL GUARD RAIL AT 36" TYP.
13'-2 7/8"
3'-0" 19'-4"
3'-0"
4'-3"
1 1/4" DIAM. METAL HANDRAIL AT 34" AFF TYP.
15'-10 1/2"
1 HOUR RATED CEILING, TYP.
17 R @ 7.47" 10" TREAD
9'-3 3/8"
10'-7"
1 HOUR RATED CEILING, TYP.
NEW FIRE ESCAPE; SEE TYPICAL FIRE ESCAPE DETAIL FOR MORE INFORMATION
1 5/8" FURRING WITH 5/8" TYPE X GYPSUM WALL BOARD AT UNDERSIDE OF STAIR ;TYP.
10" 10'-6 1/8"
3'-0"
3'-0"
19'-4"
CONFIRM LOCATION OF NEW BOX HEADER AND INFILL WITH STRUCTURAL JOISTS AS NEEDED; TYP.
11-8"
7'-1 3/8"
16 R @ 7.77" 10" TREAD
2 R @ 7.77" 10" TREAD 3'-0"
13'-4"
3'-0"
16'-10 5/8"
METAL PAN STAIR W/ GUARD AND RAILINGS; SEE DETAILS FOR MORE INFO
12'-9"
8'-9 3/4"
18 R @ 7.59" 10" TREAD
2 R @ 7.59" 10" TREAD
NEW STEEL FRAMED STRUCTURE WITH CONCRETE ON METAL DECKING; SEE STRUCTURAL DRAWINGS
3'-0"
18'-6 1/8"
9'-5 1/4"
NEW CONCRETE FOUNDATION ON NEW PILE CAPS; SEE STRUCTURAL ENGINEER'S DRAWINGS FOR MORE INFO
2'-10"
TYP. RAIL HEIGHT
8'-1 5/8"
15 R @ 7.5" 10" TREAD
3'-0"
2'-10"
15'-0"
TYP. RAIL HEIGHT
3'-0" 15'-2 5/8"
TYP.GUARD HEIGHT
1'-0", TYP.
9'-10 1/8"
3'-0"
11 R @ 7.5" 10" TREAD
44'-0"
15'-9"
31'-0"
PROPERTY LINE
4'-0"
NEW 4-STORY EXTENSION; STEEL FRAMED; REFER TO STRUCTURAL DRAWINGS FOR MORE INFO 94'-9" 8
4'
104
EXISTING ENTRY DOOR TO REMAIN
3
3
3
8 W/D
3
105 106
5
BATH 103
107
2'-6"
4'-8 1/4" 1
6
10
4
2'-7 5/8"
REF
2'-10" 11"
2'-10" 4"
103
2'-1"
7 2
110
17'-3 1/8"
KITCHEN 100A
4
2 3 DW
7
BATH 101 4
1
KITCHEN 102
1
12'-0 5/8" BEDROOM 105
11
10 1
111
BEDRM AREA =96 SF LIGHT PROVIDED = 17.40 SF > 10% REQ. VENTILATION PROVIDED = 8.70 SF > 5% REQ. 1
14'-9 5/8"
3 DW
5
UP
109
10 1
6'-3 3/4"
9
11'-0 1/8"
3 OFFICE 100 OFFICE AREA = 174.23 S.F. LIGHT PROVIDED: 23.48 SF > 10% REQ. VENTILATION: 11.74 S.F. > 5% REQ.
10 1
BEDRM AREA =139 SF LIGHT PROVIDED = 17.4 SF > 10% REQ. VENTILATION PROVIDED = 8.70 SF > 5% REQ.
108
1 REF
BEDROOM 104 13'-8 1/8"
PROPERTY LINE
6
102
8'-0"
5'-3 5/8" 25'-0"
8 W/D
3
1 12 HR FIRE RATED
9
1 21 HR FIRE RATED
101
1
4
5'-1 1/4"
13
9'-4 7/8"
100
3'-0"
DN
7
5
5'-6 1/2"
DN
3'-0"
14
14
UP
1 21 HR FIRE RATED
PARCEL
12
LIVING RM 106 LIVING RM AREA =153 LIGHT PROVIDED 17.40 SF > 10% REQ. VENTILATION 8.7 SF > 5% REQ.
PROPERTY LINE 8
4'-0"
43'-10 7/8"
PLAN & SECTION‐ STAIR AND EXTENSION
15'-9"
31'-0" REAR YARD PER 23-47
10 1/2" 7 7/8"
2 5/8"
SLOPE TO DRAIN
5 5/8" 1/2"
JAMB DETAIL
REAR YARD �EXISTING AND PROPOSED
GL 2'-4 5/8" GL 2'-4 5/8"
The lower drawings show a proposed extension. I coordinated with the structural engineer and contractor. As the main designer I drew the filing set and all plans, sections and details.
4'-9 1/4"
MO 5'-5"
This project is a renovation of a 5 story row house. The project has involved separate landmarks filings for the front and rear facades as well as a complete structural rehab.
2 1/2"
11"
PARAPET AT EXTENSION
FRONT FACADE WINDOW
STAIR REPLACEMENT Location: Manhattan, 85 Bowery January 2018 | C3D Architecture
HATCH INDICATES RESIDENTIAL DWELLING UNITS; SEE DEMO PLANS FOR MORE INFO
METAL GUARD RAIL 42" HEIGHT, TYP.
EXISTING RESIDENTIAL REFER TO CONSTRUCTION PLAN FOR SCOPE OF WORK
REF
3'-6"
4"
STEEL W10 SECTION REFER TO STRUCTURAL ENGINEERS DRAWINGS FOR ADDITIONAL INFO.
4"
REF
9'-2"
EXISTING RESIDENTIAL REFER TO CONSTRUCTION PLAN FOR SCOPE OF WORK 4" x4" STEEL TUBE
NEW W10 SECTION, TYP. W10 BEAM BEYOND SUPPORTING FLOOR JOISTS BEYOND METAL PAN STAIR TO MATCH EXISTING REPLACED STAIR
4"
EXISTING RESIDENTIAL REFER TO CONSTRUCTION PLAN FOR SCOPE OF WORK
FLOOR JOISTS TIED INTO NEW W10 STEEL SECTION REFER TO STRUCTURAL ENGINEERS DRAWINGS FOR ADDITIONAL INFORMATION, TYPICAL ALL STAIR LOCATIONS
1 58" FURRING WITH 5 8" TYPE X GYPSUM WALL BOARD AT UNDERSIDE OF STAIR . TIE NEW INTO EXISTING GWB CEILING TO REMAIN. TYP.
3'-6"
1'-0", TYP.
2'-10"
GWB PARTITION ALONG STRINGER
METAL 1 14" DIAMETER HANDRAIL AT 34" AFF., TYP.
TYP.GUARD HEIGHT
GWB PARTITION
4"
TYP. RAIL HEIGHT
7'-0"
REF
MIN. CLEARANCE
EXISTING RESIDENTIAL REFER TO CONSTRUCTION PLAN FOR SCOPE OF WORK
REF
W10 BEAM BEYOND
NEW W10 SECTION, TYP.
REPAIR, REPLACE DAMAGED JOISTS AS REQUIRED VERIFY IN FIELD EXTENTS OF SCOPE, TYP. 10 3/4" 8 1/2"
1 58" FURRING WITH 58" TYPE X GYPSUM WALL BOARD AT UNDERSIDE OF STAIR. TIE NEW INTO EXISTING NEW GYPSUM WALL BOARD CEILING
NEW GYPSUM WALL BOARD CEILING
METAL 1 14" DIAMETE HANDRAIL AT 34" A TYP.
NEW COLUMNS TYPICAL; SEE STRUCTURAL ENGINEERING DRAWINGS FOR MORE INFO
METAL PAN STAIR TO MATCH EXISTING REPLACED STAIR
1'-0", TYP.
METAL 1 41" DIAMETER HANDRAIL AT 34" AFF., TYP. 24" , TYP.
METAL STRINGER
METAL STRINGER
METAL PAN STAIR TO MATCH EXISTING REPLACED STAIR
NEW CONCRETE FOOTINGS TYP.; REFER TO STRUCTURAL ENGINEERING DRAWINGS
SECTION ‐ BUILDING W/ NEW STAIR AND FOOTINGS
NEW CONCRETE FOOTINGS TYP.; REFER TO STRUCTURAL ENGINEERING DRAWINGS
1 TREAD +12" , TYP.
This project is a typical 5-story building in New York City’s Chinatown. The landlord has neglected the building and the stair is in need of replacement. My job was to measure each floor, draw the sections and plans, and coordinate with structural engineers to design a replacement stair.
11'-4"
ROOF 58'-10"
EXISTING RESIDENTIAL FER TO CONSTRUCTION PLAN FOR SCOPE OF WORK
11'-4"
5TH FLOOR 47'-6"
FLOOR LANDING LINE
2 1/2"
8.5
EXISTING RESIDENTIAL FER TO CONSTRUCTION PLAN FOR SCOPE OF WORK
The residential units were altered by tenants over time. Columns were removed and walls were added to make more rooms. The second phase of the project was to try to make the apartments code compliant.
EXISTING LALLY COLUMNS WITH POURED CONCRETE FOOTING
PROPERTY LINE
SEE PLAN
NON SLIP AMSTEP SAFETY TREAD
2"
9.75"
4TH FLOOR 36'-2"
W10 STEEL SECTION
EXISTING 8"X8" WOOD COLUMN TO REMAIN; TYPICAL
EXISTING LALLY COLUMNS WITH POURED CONCRETE FOOTING
EXISTING BEAM OVERHEAD TO REMAIN
PROPERTY LINE
EXISTING STAIR AND BULKHEAD DOORS TO REMAIN
1 1/2"
EXISTING GAS METERS TO REMAIN
UP 11R
STAIR STRINGER
EXISTING SIDEWALK VAULT
GAS METERS
EXISTING CAST IRON COLUMN VAULT TO REMAIN
REMOVE EXISTING SLAB ON GRADE IN PREPARATION FOR INSTALLATION OF NEW CONCRETE FOOTING; FOOTING TO SUPPORT NEW STAIR STRUCTURAL COLUMNS; REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR MORE INFO
10'-3" VIF
EXISTING UTILITY PIPING TO REMAIN
ELECTRIC METERS
3'-9" VIF
UP
4'-8" VIF
11'-4"
EXISTING RESIDENTIAL FER TO CONSTRUCTION PLAN FOR SCOPE OF WORK
EXISTING ELECTRICAL METERS TO REMAIN ELECTRIC METERS
PROPERTY LINE PROPERTY LINE
SCALE: 1/4" = 1'-0"
BUILDING AT STAIR LANDING TO ADDRESS NYC DOB SUMMONS: #35249973H
PROPERTY LINE
EXISTING BEAM TO REMAIN EXISTING BULKHEAD DOORS TO REMAIN
PROPERTY LINE
11'-4"
EXISTING RESIDENTIAL FER TO CONSTRUCTION PLAN FOR SCOPE OF WORK
1
EXISTING PLUMBING, ELECTRICAL & GAS LINES TO REMAIN; TYPICAL
INTERIOR REMOVAL PLAN - CELLAR FLOOR
2
PROPERTY LINE
3RD FLOOR 24'-10"
REMOVE AND DISPOSE OF EXISTING DISPLAY REMOVE AND DISPOSE OF GWB AND STUD WALL; DO NOT DEMOLISH EXISTING MASONRY STRUCTURE
REMOVE AND DISPOSE OF EXISTING PARTITION WALLS AND DOORS
REMOVE AND DISPOSE OF EXISTING BATHROOM FIXTURES AND ALL ASSOCIATED PLUMBING/ WASTE LINES
DN 13R
REMOVE AND DISPOSE OF ALL FLOOR, WALL & CEILING FINISHES THROUGHOUT
2
2
REMOVE AND DISPOSE OF EXISTING SHELVING UNITS
REMOVE AND DISPOSE OF GWB AND STUD WALL; DO NOT DEMOLISH EXISTING MASONRY STRUCTURE
UP
DN
PROPERTY LINE PROPERTY LINE
1
INTERIOR REMOVAL PLAN - 1ST FLOOR
1
SCALE: 1/4" = 1'-0"
NEW COLUMNS TYPICAL; SEE STRUCTURAL ENGINEERING DRAWINGS FOR MORE INFO
2
13'-6"
6
2
TYP.
ER AFF.,
PROPERTY LINE
2ND FLOOR 13'-6"
3'-10" VIF
27'-0" VIF
4'-10"
REMOVE AND DISPOSE OF EXISTING SHELVING UNITS
TYP.
2
TYP. 7
2
6
TYP. 7 6
8
8
7
7
4
6
3
11'-8" VIF
6
3'-4" VIF
2
TYP. 3'-7" VIF
UP
2
TYP.
DN
2 -10
3
2
SCALE: 1/4" = 1'-0"
9'-4"
1
6 7
6
7
8
8
2
EXISTING CELLAR ELEVATION
7
6
7 6
6
5
11'-10" VIF
CELLAR -9'-4"
DN
UP
3'-1" VIF
EXISTING SIDEWALK VAULT
1ST FLOOR (BASE PLANE) 0'-0"
3'-7" VIF
8'-11"
SIDEWALK
1
REMOVE AND DISPOSE OF EXISTING AC UNIT; PATCH, REPAIR AND PAINTED FIRE RATED WALL TO RESTORE FIRE RATING
INTERIOR REMOVAL PLAN - 2ND FLOOR
3'-11" VIF 3
1
INTERIOR REMOVAL PLAN - 3RD FLOOR
REMOVE AND DISPOSE OF EXISTING AC UNIT; PATCH, REPAIR AND PAINTED FIRE RATED WALL TO RESTORE FIRE RATING
EXISTING FLOOR PLANS
1
APARTMENT RENOVATIONS
14
2'-0"
S
A
SCD
10
BEDRM
A
1903
BEDRM
GWB
1905
8'-0"
GWB 8'-0"
1910 BEDRM 1903
1
16
14
10
9 1911
3'-2"
6
LIVING RM 1904
12
LIVING RM 1904
GWB
A
8'-0"
1912
S
KITCHEN 1902 GWB
A
A
8'-0"
1
SCD
S
S
4'-0 1/2"
Location: North Riverdale Bronx November 2017-Present| C3D Architecture
S
5'-10"
EQ
4'-0"
S
11'-1 1/2"
4'-3"
A
SCD
S
BATH
B
1901 GWB
A
8'-0"
BATH
A
1906 GWB 8'-0"
S
9'-8"
12'-6"
ALIGN
BEDRM 1905
1
2
9
KITCHEN 1902
2 13
8
WD-2
LIVING RM 1904
BEDRM 1903
P 1
P 1
P 2
P 2
15'-11"
4'-5"
10
1'-0"
SELF-CLEANING RANGE
14
5 1/2"
3
15'-1"
ALIGN
2
B
8'-0"
S
14
A
1900 GWB
10
14
EQ
S
BEDRM
1
B-1 WD-3
B-1 WD-3
1
BEDRM 1905
9
P 1
ST-2
P 2
ST-1
B-1 WD-3
WD-1
KITCHEN 1902
WD-1
WD-3
ST-2
ST-1
10'-8 1/2"
REF
DW
3
WD-2
WD-2
BEDRM 1900
1905
P 1
WD-2
BATH 1901
P 2
B-1 WD-3
WD-2
CT-1 PT-1
WD-2
BATH 1906 CT-1 PT-1
WD-2
CT-2 WD-2
7
1907
1900
5
1'-7"
4
5
5 DW
GFI
1'-10"
6 BEDRM 1905
GFI
4'-0"
9
2'-0"
5'-0" AFF HORZ.
KITCHEN 1902
AC
6'-0"
REF
GFI
ST
2
10'-0"
5
6'-0"
GFI
LIVING RM 1904
TV/TELE
2'-0"
4 BATH 1906
2'-0"
11"
6
2'-0"
1'-2" AC
TV/TELE
1
6
3
6 BEDRM 1903
1903
6'-0"
1902
1'-6" HOLD
TV/TELE
3'-2"
6'-0"
BATH 1901 18
GFI AC
1 5'-9 1/2"
2'-0"
11
1'-7"
1909
6
1901
1904
6
7'-0"
15 11
EX
3'-2"
4'-1"
17
AC
EQ EQ EP
BEDRM 1900
6
2'-0"
9
6
1 5'-7 1/2"
9'-0 1/2"
1
7'-10 1/2"
10
1
2'-1"
4
5'-2"
5'-4"
1908
5'-3"
11"
ALIGN
1
6
2'-0"
1 1906
5'-3 1/2"
5
4'-10"
BEDRM 1900
ALIGN
14
CT-2 SD-2
2'-1"
14
5
GFI
5'-0"
TV/TELE
5'-0"
2'-5"
5
1
BATH 1901
2'-5"
3'-5"
GFI
BATH 1906
3'-5"
INT
TOP: PLAN FOR 3 BEDROOM UNIT RIGHT: CEILING, FINISH & ELETRICAL PLANS
This project is an interior design for new residential units in three large apartments blocks in the Bronx. There were multiple units renovated in each building. I measured units with a teammate. The layouts were adjusted to add bedrooms and bathrooms. I got experience locating utility risers and working out kitchen and bathroom fixture locations.
RENDERING OF TYPICAL KITCHEN/ LIVING AREA BY OTHERS
10'-3 1/4" 2'-7"
3'-4"
ST-1
FINISHED PANEL P 2
MW
2 -
3'-4"
FINISH PANEL
3'-4"
2'-6"
1'-3 1/2"
2'-6"
2'-1"
2'-7"
MW
1'-8"
2'-6"
DW
3'-0"
3'-0"
ST-1
2'-11 3/4"
FINISH PANEL
DW
2'-1"
6'-4 3/4" F-1
8"
6'-8 1/2"
SK
F-1
1'-8 3/4"
8'-0"
1'-2 1/2"
4'-9"
8'-0" 1'-8"
1'-7 3/4"
8"
8'-0"
4 -
1'-8"
4'-4 3/4"
3 -
EXISTING RADIATOR 2'-8 1/4"
2'-0"
2'-6"
2'-2"
3'-5 1/4"
2'-6" HOLD
11 3/4"
2'-7"
2'-2"
1'-8 3/4"
1'-8 3/4"
2'-6"
11'-3"
6 1/4"
10'-7 1/2"
2'-0"
2'-6"
10'-7 1/2"
KITCHEN ELEVATIONS
6"
4'-10"
1'-9"
T
1'-1"
4'-11 1/4"
3'-11" 8'-0"
TB-2 1'-3"
2'-0"
1'-6"
8"
2 1/2"
8" 2'-11"
3'-4"
TB-2
2'-2 1/4"
4'-6 3/4"
TS
VA-1
3'-4"
3'-6"
TP
TB-2
2'-4 1/4"
2'-0"
1'-0"
F-2
1'-5"
T 2 1/2"
SEE A-300 FOR
2'-6"
11" 8'-0"
2'-0"
F-2
3/4"
8'-0" 3 3/4"
8'-0"
CT-1 1'-6"
TS
5'-0"
CT-4
CT-2
CT-1
1'-10"
TB-2
MI-1
CT-1
TR-2
2'-0"
5"
TP
1'-5"
2 1/2"
TR-2 MI-1 VA-2
CT-4
7'-0"
F-2
2'-5"
P 2 MI-1
2'-0"
2'-0"
P 2
2'-11"
9 8 -
SC
TS
1'-6"
6 -
1'-5"
1'-0"
1'-0" 1'-2 1/2"
2'-4 3/4"
T
7 -
2'-5"
7'-0 1/4"
3 3/4" 7'-0 1/4"
UNIT 19J BATHROOM 1901 PLAN
6
SCALE: 1/2"=1'-0"
UNIT 19J BATHROOM 1901 ELEVATION
7
SCALE: 1/2"=1'-0"
UNIT 19J BATHROOM 1901 ELEVATION SCALE: 1/2"=1'-0"
8
UNIT 19J BATHROOM 1901 ELEVATION
9
SCALE: 1/2"=1'-0"
UNIT 19J BATHROOM 1901 ELEVATION SCALE: 1/2"=1'-0"
4'-11 1/4"
BATHROOM ELEVATIONS
2'-8 3/4"
2'-5"
6"
8'-0"
8'-0"
3'-9"
2'-6" 8"
2 1/2"
2'-1 1/4"
4'-11 1/4"
7'-0"
2'-0"
2'-5 1/4"
2'-6" 4'-11 1/4"
3'-4"
VA-1
T 1'-11 1/4"
VT-1
TP 2'-11"
1'-10"
1'-0"
SEE A-300 FOR NICHE DETAIL
4"
2'-11"
4"
3'-4"
CT-1
3'-6"
1'-6"
1'-0"
2'-0" F-2
1'-6"
4'-11 1/4"
7'-0" 1'-6"
CT-1 TP
F-2 8"
8'-0"
8'-0"
3/4"
2'-6"
TR-1 CT-4
MI-1
CT-1
CT-2 MI-1
CT-4
1'-4"
1'-5"
1'-0 3/4" 2'-0"
13 -
P 2
PROVIDE BLOCKING FOR GLASS SHOWER PANEL
7'-0 3/4"
1'-6"
3"
GL
14 -
4" 4"
1'-6"
1'-0"
11 -
ST
SC
8'-0"
6'-11"
P 2
2"
2'-0"
TP
12 -
SEE A-300 FOR NICHE DETAIL
1'-6"
VA-1
T
1'-1"
1'-4"
2'-2 1/2"
2'-0" 7'-0 3/4"
4"
2'-11"
3'-5 1/4"
1'-8"
5
2'-6"
7'-0 1/4"
1'-1"
TP
CT-1 PT-1
CR
1'-2"
SEE A-300 FOR NICHE DETAIL
1'-6"
1'-8"
4'-6 3/4" 10 1/4"
2'-0"
RESIDENTIAL CONDO Location: Manhattan Upper West Side Fall 2016 | SPACE Architects These renderings were created as design documents to help clients visualize new and continuing projects. The intent is to reproduce the visual eects of light and materials. This helps give a sense for the space and allows the client to see what finishes and fixtures will look like once installed. I used Cinerender, an ArchiCad rendering tool similar to Vray for Rhino.
RENDERING OF LOBBY
RENDERING OF BATH FINISHES
NYCHA MODEL Summer 2015 |Nelligan White Architects Project: Site model and planning for housing project improvements This is a site model of Carey Gardens, a New York City Housing Authority complex located on Coney Island. I designed models using photographic information and scaled survey drawings. They were built to 1/32 inch = 1 foot scale. The white model is a proposed heating/power plant with an integrated community center. All three 17-story buildings sustained water damage and lost boiler units during Hurricane Sandy. The power plant would provide a flood-proof utility center. This new structure would serve the community’s need for power and house other important civic functions such as a day care and a recreation center.
SITE PLAN: EXISTING AND PROPOSED STRUCTURES
MODEL OF TYPICAL HOUSING BLOCK
PROPOSED POWER PLANT
MODEL OF PROPOSED POWER PLANT
PHILIP JOHNSON MODELS Spring 2016 | Enoch Perez Studio For this project I built digital models of Johnson’s work in Houston Texas for a sculptor. I constructed the models from plans and photographs. The models needed to have precise geometry in order to be ready for processing in a CNC machine.
The drawing on the far right was made using photometric measurements. The length of the spiral in plan was divided into segments. An elevation was unrolled and the curve was divided and mapped onto the spiral to create the chapel roof. Walls were then extruded down. The models for the South Texas Art Museum and JFK memorial were simpler to construct from rectilinear forms. After each model was milled Enoc Perez Studio applied finishes and positioned the models to draw out the geometric and linguistic nuances of Phillip Johnson’s modern language.
SOUTH TEXAS ART MUSEUM
JFK MEMORIAL
THANKSGIVING SQUARE CHAPEL
FLOOD WALL Cooper Union - Design IV Fall 2014 Faculty: Kevin Bone, Matt Roman, Tulay Atak Problem: Flood prevention system for Manhattan This project responds to the advent of rising sea levels over the next century. It is a system for blocking a 14 foot high storm surge. The site is adjacent to the Financial District on the East Side of Manhattan. The FDR Drive is a raised-level highway that divides the city from the waterfront, creating a psycho-geographic barrier. The wall/berm is designed meant to reconnect the city with the waterfront. Continuity along the waterfront already exists. The challenge is to plug into this continuous strip with the existing street grid. Densifying the edge also converts the existing strip of industrial space into a destination in its own right. The goal is to strengthen the connection between the new waterfront system and the existing street system.
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ABOVE: STREET/ WATERFRONT DIAGRAMS 1 STREETS CUT OFF FROM WATER 2 STREETS W/ VECTORS 3 LINKS BOTTOM LEFT: PLAN TYPOLOGIES 1 STADIUM SEATING 2 CONNECTION 3 LOOKOUT POINT
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SECTION: FDR, WALKWAY AND INTEGRATED BUILDING
VIEW: WALKWAY AND INTEGRATED BUILDINGS AT SOUTH STREET
WALL DESIGN These early sketches and later plan represent some of my thoughts on how to occupy the wall and make it into a habitable, hospitable amenity for the city. The end idea was to use a berm /wall format which would use structural elements of the FDR for support and shoring. A multi-level walkway system was proposed to encase protect and hide the highway.
SECTIONS: VARIOUS WALL TYPOLOGIES
MODEL: WALKWAY, WALL AND HIGHWAY SEQUENCE
PLAN OF MULTI‐LEVEL WALKWAY SYSTEM
PLASTIC RECYCLING THESIS Cooper Union: Design V Fall 2015 – Spring 2016 Faculty: Pep Aviles, Hayley Eber, Lauren Kogod, Evangelos Kotsioris
DOMESTIC APPLICATIONS OF PLASTIC
This thesis proposes new ways of recycling and manufacturing plastic in an urban environment. The project focuses on finding a new relationship between the space of material production and the space of the city. The design allows for collection, processing, reshaping and enjoyment of plastic in a New York City park. The facility and its products are presented as civic amenities.
PLASTIC IN MY LIFE OCTOBER 2015
My thesis began with an investigation of plastic, its use, form, materiality, economy and disposal. The scale of plastic disposal was taken as an opportunity to think of plastic as an abundant urban resource. Today’s discourse around plastic focuses on the hazards of plastic waste in our environment. This thesis proposes a way to enjoy environmentalism as opposed to encouraging a sense of environmental guilt.
RECYCLING FACILITY DESIGN The project is a plastic sorting and manufacturing facility integrated into an urban park. I chose the Sara Roosevelt Park on Manhattan’s Lower East Side. The products of the facility include paving tiles, road dividers, couches, sod panels, and a panel system for housing — all made out of plastic.
SECTION THROUGH SORTING, MANUFACTURING AND CULTURAL FACILITIES
PLAN OF FACILITY, PARK SPACES AND COMMUNITY AMENITIES
LOWER PLAN OF STORAGE, PROCESSING MANUFACTURING AND EXHIBITION FACILITIES
CLADDING
SOD PANEL
PLAY SURFACE
BUBBLE CLUB SOFA� PHILLIPE STARCKE / KARTELL
PLANTER BUILT W/ TRAFFIC DIVIDERS
VIEW OF PLASTIC SORTING FACILITY & PARK
P R O D U CT S
The products of the facility can be arranged and rearranged in order to suit the needs of the community. As the needs of the community and the plastic collected change, the park is altered. The growing economy in recycled plastic can provide a market for the raw materials that are stored in silos on site. The objects produced would be used on site as amenities or sold on the market.
P R O D U CT S
FACILITY + PRODUCTS
SECTION: SORTING MACHINES AND CONVEYOR SYSTEM
SECTION: STORAGE SILO AND CONVEYOR BELTS
DOOR DESIGN Cooper Union: Design II Spring 2013 Faculty: Guido Zuliani, James Lowder, Katerina Kourkoula Problem: Design a door that negotiates inside and outside. Design an interior.
This door functions as an intermediary between interior and exterior. The project is a construction that creates a dynamic relationship between the inhabitants occupying both spaces. The mechanism of this door combines the physical movement of the body with the visual experience of a frame.
SLIDING DOOR SEQUENCE FROM ABOVE
VIEWING MECHANISM: HANDLE WITH PANEL AND LINKAGE
ENTRY AND VIEWING MECHANISMS
INTERIOR: DOOR AND MECHANISM
The physical and visual experiences of the door are separated in order to modulate the threshold condition. Different handles are a means of adjusting the view between the interior and the exterior condition. The different states of this door allow for alternate levels of visual access or occlusion.
INTERIOR SPACE: SLIDING FURNITURE WITH MULTIPLE USES
DOOR MECHANISM WITH SEPARATE ENTRANCE PANEL, VIEWING PANEL AND HANDLE