Christi Farrell Portfolio | 2009 - 2013
Table of Contents
Brooklyn Heights Row House Delson or Sherman Architects | 2009
05
Floating Library Prof. Laurie Hawkinson & Christian Uhl | Spring 2013 | Advanced Studio IV
11
Woven Prof. Robert Heintges | Spring 2013 | Advanced Curtain Wall
29
Visualizing Infrastructure Prof. Laura Kurgan | Fall 2012 | Advanced Studio V
Artist Foundry Prof. Jay Hibbs | Spring 2012 | Architectural Technology V
Vocational School Prof. Janette Kim | Spring 2012 | Advanced Studio IV
33
45
53
North Carolina Museum of Art Prof. Chris Andreacola | Fall 2011 | Architectural Technology IV
69
Surface Area Ratio Prof. Hilary Sample | Fall 2011 | Core Studio III
73
Declassified / Classified Library Prof.Mark Wasiuta | Spring 2011 | Core Studio II
91
Dissolved Prof. Kutan Ayata | Spring 2011 | Architectural Drawing and Representation II
99
Science Lab Prof. Janette Kim | Fall 2010 | Core Studio I
101
3
Brooklyn Heights Row House Delson or Sherman Architects
open to below roof deck
As Project Manager for this five floor gut renovation, I was involved in all phases of the project, from schematic design through construction administration. I worked directly under the principal architect and collaborated closely with the clients, contractor and vendors. Because this residence is located on an historic block, I was responsible for preparing drawings and presentations for approval of a rear yard addition from Landmarks Preservation Commission. Additionally, I managed and specified the fixtures, materials, and equipment within the home, as well as reviewed and corrected the shop drawings for the custom cabinetry. Throughout the construction process, I attended weekly site visits and managed all change order agreements and updates to the project budget.
family room dining roof deck sitting bath
library kitchen
playroom
dressing
laundry
bath bath
living
foyer vestibule
Back Exterior
CellarCELLAR Floor
1ST FLOOR 1st Floor
master bedroom
FLOOR 2nd 2ND Floor
bedroom
3RD FLOOR 3rd Floor
bedroom
bedroom
FLOOR 4th 4TH Floor
(Photography by Catherine Tighe)
Brooklyn Heights Row House | Delson or Sherman Architects
5
2X3 WOOD HANDRAIL
2X2 POST HUNG FROM BRACKET 1/2” DIA. STEEL ROD
SOLID HARDWOOD TREAD STEEL CLIP RECESSED FLUSH
2X2 STEEL ANGLE PLAYROOM
BEDROOM
4TH BEDROOM 3RD STUDY
DRESSING
M. BATH
MASTER BEDROOM
2ND
DINING
KITCHEN
LIVING
1ST
DEN
BATH
LNDRY WINE CL.
CL.
VESTIBULE
CELLAR
CELLAR STAIR AXONOMETRIC
BUILDING SECTION Brooklyn Heights Row House | Delson or Sherman Architects
7
4 3
1
2
OVEN
MICROWAVE
1 NORTH INTERIOR ELEVATION
G
2
F EAST INTERIOR ELEVATION
E
A COUNTER EDGE
DETAIL PLAN
PLAYROOM
BEDROOM
4TH BEDROOM
B A
3RD STUDY
DRESSING
M. BATH
MASTER BEDROOM
2ND
COOKTOP
KITCHEN
DINING
LIVING
1ST
3 SOUTH INTERIOR ELEVATION
D
4 WEST INTERIOR ELEVATION
C
DEN
BATH
LNDRY WINE CL.
CELLAR
B BACKSPLASH
BUILDING SECTION
CL.
VESTIBULE
B
G F
A
2 1
C E
3 4
D Brooklyn Heights Row House | Delson or Sherman Architects
9
Floating Library Advanced Studio VI Profs. Laurie Hawkinson & Christian Uhl
The proposal then operates as a library with an extended definition that answers the question “What other forms of knowledge can be created, cataloged, and distributed via the public domain of the library?” Organized through six platforms that rise and fall with the tides via a structural system that works together to be both buoyant and flexible spatially, this new floating library also operates as a transit hub for the local population and a fabrication facility for the community. A differentiated roof system comprised of cantilevered vaults both codifies the program via atmospheric affects and offers large spaces where flexibity is a priority.
A B C D E F G H J K L M N P Q R S 7.5 120
60
30
15
7.5
45'-0" 30'-0"
15
Situated on the Flushing Bay, the proposal for this studio negotiated a series of anticipatory assumptions about the future of New York City and the library as public institution. With the rise of sea levels, +2’ by 2040, the future of the library will undoubtably resonate with a cultural condition that favors flexibility, hybridity, and logistics as dominant logics.
15'-0" 0'-0" -15'-0"
Potential Range of Height Change
Potential Range of Height Change
Potential Range of Height Change
Potential Range of Height Change
Vault Scale and Density Matrix
Floating Library | Advanced Studio VI
11
Model of Building
Study Models
Floating Library | Advanced Studio VI
13
Mary Schwartz
Derek Yang
32 years old Temp Worker 9 am / 7 pm
16 years old Student 7 pm - 9 pm
“Being able to check out an ebook for a brief period of time is great because I have a dedicated time to read on the ferry and its free!”
“I come here whenever we have assignments where I need a lot of concentration. Its easy to get distracted everywhere else.”
Ernesto Meza 46 years old Night Security 9 pm / 5 am
“I like being able to unwind when I’m coming back home from work. I also enjoy seeing the sunrise from the deck of the ferry.”
READING / WAITING ROOM
FERRY ARRIVALS AND DEPARTURES
REFERENCE + COMPUTERS
TICKETING + CL ASSROOMS
Helen Samie 75 years old Retired 11 am - 3 pm
“I come here to spend the day with my friends. We have social events and we walk laps in the building while we people-watch.”
CIRCUL ATION SPINE
QUIET
LOADING AND UNLOADING
PRODUCTION
LOUD Amy Todhunter 24 years old Furniture Designer Various
“I come here at odd hours to work on ideas I’ve been thinking about all day. I love that all these resources are readily available.”
20'
24'
PRODUCTION
LOW TIDE
16' 6'
25'
22' 7’
14'
14' 8' 16' 49'
32'
CIRCUL ATION SPINE
TICKETING + CL ASSROOMS
33'
REFERENCE + COMPUTERS
79'
READING / WAITING ROOM
PROGRAM FLOW MAP 1/16” = 1’-0”
HIGH TIDE
Flushing, Queens Site Map
10'
Program Flow
1
3
1
3
CAFE
5
5
ENTRY
5
5
READING AND WAITING ROOM
FERRY ARRIVAL AND DEPARTURE
4
4
REFERENCE DESK AND STACKS
4
COMPUTER AREA
4
MEETING ROOMS
CLASSROOMS CUSTOMER SERVICE AND TICKETING
2
2
2
MAIN ENTRY
2
BREAK AREA
PRODUCTION LOADING DOCK
PRODUCTION
ENTRY
1
Roof Plan
3
1
3
First Floor Plan
Floating Library | Advanced Studio VI
15
SEA LEVEL 2040 SEA LEVEL 2013
Section at Ferry Arrival + Departure | 5:00 AM | Low Tide: 4’
Floating Library | Advanced Studio VI
17
SEA LEVEL 2040
SEA LEVEL 2013
Section at Circulation Spine | 10:00 AM | High Tide: 12’
Floating Library | Advanced Studio VI
19
SEA LEVEL 2040
SEA LEVEL 2013
Section of Overall Building | 1:00 PM | Mid Tide: 8’
Floating Library | Advanced Studio VI
21
SEA LEVEL 2040 SEA LEVEL 2013
Section at Computer Area | 5:00 PM | Low Tide: 4’
Floating Library | Advanced Studio VI
23
Section at Reading / Waiting Room | 10:00 PM | High Tide: 12’
SEA LEVEL 2040
SEA LEVEL 2013
Floating Library | Advanced Studio VI
25
View of Circulation Spine
Floating Library | Advanced Studio VI
27
Woven Advanced Curtain Wall Prof. Robert Heingtes
12’-0”
Because rare books require specific lighting conditions to maintain their quality, the facade of my proposed Rare Book Library works to diffuse incoming daylight. The facade system is a doubleskin system composed of both a unitized glass curtain wall towards the interior of the building and a layer of stainless steel mesh screens towards the exterior. The two layers have a 5’ clear separation to allow for maintenance to the facade. The stainless steel mesh panels are orthogonal and range in size from floor to floor height to a third of the floor to floor height. The stainless steel mesh panels use this variation in size to create a gradient effect that becomes more pronounced towards the center of the building facade. Additionally, the stainless steel mesh panels are setback from one another according to an overall pattern that creates a weaving effect across the facade. To lend further to this weaving effect, the stainless steel strips comprising the screens are anodized in varying colors. Structurally, the entire screen facade is hung from a beam located at the top of the building.
Partial Elevation
Partial Section
1/2” = 1’-0”
1/2” = 1’-0”
Building Elevation Building Elevation 1/8” = 1’-0”
Partial Plan 1/2” = 1’-0”
Curtain Wall Roadmap
Woven | Advanced Curtain Wall
29
S.S. MESH ALUMINUM FRAME TENSION ROD OUTRIGGER HANGER
3”
2-3/4”
7-3/8”
3”
1-3/4”
1-3/4”
1-1/4”
Screen - Section Detail 9-1/2”
6” = 1’-0”
Stack Joint Detail 6” = 1’-0”
Section Details at Mullion and Screen
1-1/8”
1-1/4”
7-3/8”
1-1/4”
S.S. MESH ALUMINUM FRAME Mullion - Plan Detail
TENSION ROD
6” = 1’-0”
OUTRIGGER HANGER
S.S. MESH ALUMINUM FRAME OUTRIGGER HANGER TENSION ROD Screen - Elevation Detail 6” = 1’-0”
Screen - Plan Detail 6” = 1’-0”
Plan Details at Mullion and Screen
Woven | Advanced Curtain Wall
31
Visualizing Infrastructure Advanced Studio V Prof. Laura Kurgan In this Data Visualization studio, I developed a robust tool that would enable planners to visualize ownership, both private and public, of city streets. This tool spatialized previously unseen boundaries explicated in zoning law and exposed new opportunities for scenario planning at the scale of a neighborhood. These opportunities were framed by a careful analysis of geospatial information that identified the untapped resources for entrepreneurship, economic and social, latent in temporary events such as street fairs as well as the vacant buildings and lots in the city and weighed them through proximity of key resources such as educational buildings, non-profit organizations, commercial areas as well as public transit. As a triage system and design tool, the use cases for such an application are varied and range from the urban planner to the new entrepreneur who wants to understand the protocols of commerce in the public sphere. As a final exercise, I developed four different scenarios through which the tools utility could be visualized and manifested. Frames from Planning Tool Animation
Visualizing Infrastructure | Advanced Studio V
33
NYCEDC Ponte Properties, Llc
CD 10
BH West 128
125th St. BID
79 West 127th Realty
NYC Dot
Dept. Of Citywide Admin. Services
Harlem Grown Heritage Health + Housing
1992 Madison Llc Chiffon Chapman 4515 Realty Associate 49 West 126th Street, Llc Benton Funeral Services
Pentecostal Faith Church
Lars A. Westvind 436 Lenox Ave Corp Lloyds Funding Corp
Zoning Lot Merger
Incentive Zoning
Dept. Of Housing Preservation + Development
Non-profit
NYCHA
Public
Dept. Of Education
Lenox #777 Assoc, ltd.
Private
The Center For An Urban Future (New Visions For NYC Street Fairs)
NYC Parks Dept.
459 Lenox Ave Corp
Vacant Lots Potential Actors + Operations for Temporary Structures
Vacant Buildings
Unused F.A.R.
Transfer Of Development Rights Fresh Food Stores Inclusionary Housing Privately Owned Public Space
Vacant Lots + Vacant Buildings in Central Harlem
Visualizing Infrastructure | Advanced Studio V
35
200ft
STREET FAIRS
EDUCATION FACILITIES
NON-PROFIT ORGANIZATIONS
COMMERCIAL AREAS
PUBLIC TRANSIT
PROVIDES PLATFORM FOR LOCAL ENTREPRENEURS & ARTISTS.
GREATER ACCESS TO EDUCATIONAL SERVICES AND RESOURCES.
GREATER ACCESS TO SOCIAL SERVICES AND RESOURCES.
COMMERCIAL OVERLAY ZONING ALLOWS FOR COMMERCIAL SERVICES TO BE EMBEDDED WITHIN RESIDENTIAL AREAS.
GREATER PUBLIC ACCESS TO INCUBATOR SITES.
MORE AFFORDABLE TO RENT BOOTH THAN RENT OFFICE.
INDEX: E1 - 5 E2 - 5 E3 - 5 E4 - 5 E7 - 5 E9 - 5 V5 - 5 W1 - 5 W5 - 5 W6 - 4.5 V0 - 4.5 V1 - 4.5 V2 - 4.5
PROVIDES AN EVENT FOR LOCAL BUSINESSES TO DIRECTLY ENGAGE WITH COMMUNITY.
Value Index for Incubator Sites
V3 - 4.5 V4 - 4.5 V6 - 4.5 V7 - 4.5 V8 - 4.5 V9 - 4.5 F1 - 4.5 F2 - 4.5 F4 - 4.5 F5 - 4.5 F8 - 4.5 F9 - 4.5 K1 - 4
INDEX: BUSINESS CHILDCARE COMMUNITY HEALTH LEGAL YOUTH CULTURE HOMELESSNESS HOUSING SPORTS RELIGIOUS SENIOR
5 5 4 4 4 4 3 3 3 3 3 2
INDEX: C2-4/R7-2 C2-4/R7A C2-4/R8 C2-4/R8A C1-2/R7-2 C1-4/R7-2 C1-4/R8 PARK C8-3 M1-1 C4-4
5 5 5 5 4 4 4 4 3 3 2
Pluto Database
Temporary Structures
Shape Area Land Use Zoning Building Class Commercial Area Ownership Built F.A.R. Max. Allowable F.A.R. Building Height
Street Fairs Vacant Buildings Vacant Lots Unused F.A.R.
GIS
Existing Buildings
NYC Open Data
Excel
Street Activity Locations
Transit Database
(Output Data)
NYC Subway Stations
Vacant NYC Vacant Building Address
NYC Non-Profits Project Non-Profit Name Non-Profit Address Non-Profit Type
(Input Data)
Cad
Rhino
GIS Vray
AfterEffects
Excel Excel Collect Data
Cull + Merge Data
Grasshopper Analyze + Search + Distribute Data
Data Representation
Data Inputs, Workflow, + Existing Site Conditions
Visualizing Infrastructure | Advanced Studio V
37
PUBLIC
PRIVATE
10’ VENDOR BUFFER
NO VENDOR ZONE
CART / CARD TABLE
SIDEWALK EDGE
CURB BUFFER
PUBLIC
PRIVATE
10’ VENDOR BUFFER
Sidewalk Code for Vendor Locations
Planning Tool as an Overlay for Google Street View
NO VENDOR
Planning Tool Animation + Dashboard
Visualizing Infrastructure | Advanced Studio V
39
VENDORS ON ROOF
VENDOR STORAGE AREA
FOOD TRUCK
FRUIT CART VENDOR AT WALL STREET FAIR YARD SALE
FLYER HANDOUTS
NEWSPAPER STANDS BICYCLE DELIVERY FOOD CART SIDEWALK COOK-OUT
Deregulated Street Scenario
VENDOR CARD TABLE
CAN COLLECTOR
OUTDOOR CAFE
STREET LIGHTS
LUXURY POP-UP STORES
SECURITY CAMERAS
STREET TREES
ART SCULPTURES
RESTRICTION SIGNS
SIDEWALK W WALK CAFE
PLAY A GROUND AY
BOLLARDS SHOPPER Privatized Street Scenario
BIKE LANES
Visualizing Infrastructure | Advanced Studio V
41
ROOF GARDEN
STREET ART INSTALLATION
MURAL LOCAL ART VENDORS MOBILE HEALTH TRUCK LOCAL PERFORMERS OUTDOOR CLASSES
FRESH FOOD STAND
URBAN FARM
DAYCARE Networked Non-Profits Street Scenario
STREET LIGHTS
HOLIDAY AY DECORATIONS A A ATIONS
BANNERS STREET TREES HANGING FLOWER BASKETS
SECURITY GUARDS
MAINTENANCE WORKERS BENCHES
FLOWER PLANTERS
TRASH CANS
Business Improvement District Scenario
GREEN MEDIANS
BIKE LANES Visualizing Infrastructure | Advanced Studio V
43
Artist Foundry
9 8
6
10 7
5
4
2
AIR HANDLING UNIT 1 3 OUTSIDE AIR
2
RETURN DUCTS EXHAUST LOUVER
3
MIXING BOX
4
PRE-FILTERS
5 1
SUPPLY AIR FAN
6
FINAL FILTER
7
HEATING & COOLING COILS
8
HOT DECK, DAMPER
9
COLD DECK DAMPER
10
SUPPLY DUCTS
Architectural Technology V Prof. Jay Hibbs w / Gabriel Burkett Luis Felip Paris Margaret Zyro Our intention for this industrial arts building is to create a mass that matches the industrial operations within while presenting an elegant presence to the community. Comprised of a six story concrete structural grid that is clad by a unitized facade system with glazed panels on the lower two levels, the building has a monolithic presence during the day and reveals its programmatic diversity at night. Ground floor and second level are open to public viewing while the upper levels are kept more discrete and accessible to students and staff. The north and south sides of the building are laid out in accordance with the program, ranging from workshops and studios in the south and computer labs and offices in the more narrow north portion. An atrium in the middle of these two sides serves as a buffer allowing a light, air, sound and circulation to travel through the space. Two cores located in the east and west wings of the building give the building structural stability.
N/A 10.04.2012 LFP EXPLODED AXONOMETRIC
1
EXPLODED AXONOMETRIC
Exploded Axonometric of Building
S4
Artist Foundry | Architectural Technology V
45
EVITCEPSREP HTRON
Building in the Day
Building at Night
1 A3.1
BATH
MECH. ROOM
BATH
MECH. ROOM FREIGHT ELEVATOR
CAFE STAIRWELL
BATH
STAIRWELL
71’
BATH
1 A3.1
23’8”
FREIGHT ELEVATOR
/
/ 6’10”
/
B GALLERY
VESTIBULE
VESTIBULE
2’9”
2 A3.2
1 A3.2
SOUTH ENTERANCE
/ /
32’4”
GALLERY
22’10”
1 A3.0
1 A3.0
/
/
A
SOUTH ENTERANCE
BI-FOLD DOORS
3/32"=1'0" 30.04.2012
N
MAZ
SHADING TREES
GROUND FLOOR PLAN 2 A3.2
1 A3.2 1
2
3
4
5
/ 31’11”
/
30’
/
30’
/
/
30’
/
6
270’
7
8
9
1
10
/
30’
/
30’
/
30’
30’
/
/
31’11”
A1.0
GROUND FLOOR PLAN
/
1
2
3
4
5
/
BI-FOLD DOORS
31’11”
/ NORTH ENTERANCE
30’
/
/
/
9
10
/ /
/
30’
/
/
31’11”
/
/
/
/
/ 6’10”
C
STUDY LOUNGE
/ 1 A3.1
BATH
MECH. ROOM
C
/ 1 A3.1
BATH
MECH. ROOM FREIGHT ELEVATOR
/
23’8”
1 A3.1
23’8”
FREIGHT ELEVATOR
FREIGHT ELEVATOR
71’
CAFE STAIRWELL
BATH
STAIRWELL
BATH
71’
BATH
8
30’
2 A3.2
A3.2
BATH
MECH. ROOM FREIGHT ELEVATOR
7
30’
8’3”
6’10”
MECH. ROOM
/
30’
14’11”
8’3”
BATH
/
6
270’
14’11”
/
1 A3.1
30’
/ 1
NORTH ENTERANCE
EGRESS
30’
/
/
/
/
/ 6’10”
6’10”
/
BATH
STAIRWELL
STAIRWELL
/
B
B
/
/ /
A
SOUTH ENTERANCE
1
BI-FOLD DOORS
2’9”
2’9”
/
1 A3.2
2 A3.2
1 A3.2
SOUTH ENTERANCE
/ /
SOCIAL AREA
1 A3.0
1 A3.0
32’4”
VESTIBULE
VESTIBULE
SOCIAL AREA
22’10”
1 A3.0
GALLERY
32’4”
GALLERY
22’10”
1 A3.0
A /
/
/
/
2 A3.2
SECOND FLOOR PLAN
1
2
3
4
5
/ 32’10”
/
30’
/
30’
/
30’
/
/
6
270’
/
30’
/
8 30’
9 30’
/
/
10 32’10”
/
10”X14” HSS FACADE REINFORCEMENT
2 A3.2
1 A3.2
7
/
30’
3/32"=1'0" 30.04.2012
N
/ 8’3” /
1 A3.1
BATH
MECH. ROOM
MECH. ROOM FREIGHT ELEVATOR
BATH
1 A3.1
FREIGHT ELEVATOR
71’
A1.0
GROUND FLOOR PLAN
BATH
STAIRWELL
STAIRWELL
BATH /
2
3
4
5
/ /
31’11”
30’
/
30’
/ A3.2
/
30’
/
30’
8
9
/
30’
/
30’
/
30’
/
31’11”
/
1 A3.0
2 A3.2
8’3” 6’10”
MECH. ROOM
14’11”
STUDY LOUNGE MECH. ROOM
Artist Foundry | Architectural Technology V 2 A3.2
1 A3.2
C
1 A3.1
2
TYPICAL FLOOR PLAN- FLOORS 3-6
1 A3.0
WORKSHOPS
/
/
BATH
First Floor Plan
A /
3/32"=1'0" 30.04.2012
/
MAZ
47
FLOOR PLAN
WALKWAY N INSULATION
2 A2.3
/ /
2’9”
/
/
BATH
B
/
/
1 A3.1
/
10
32’4”
/ 1
7
22’10”
Site Plan
270’
6
6’10”
/ 1
C
/
23’8”
1
6’10”
OFFICE/COMPUTER LAB/STUDIOS
GROUND FLOOR PLAN
14’11”
MAZ
SHADING TREES
SCREEN
A1.2
23’
LEVEL 4: 46’-0”
LEVEL 3: 32’-0”
LEVEL 2: 18’-0”
2 A3.2
1 A3.2
3/32"=1'0" 30.04.2012 GDB NORTH ELEVATION
1
A2.1
NORTH ELEVATION 3/32"=1'0"
1 A3.2 1
/
3
2
/ 31’11”
/
2 A3.2
30’
4 30’
/
/
2 A3.2 5
30’
/
270’ 30’
6
/
7 30’
/
8 30’
/
10
9 30’
/
31’11”
10
/
8
9
7
6
/
/
31’11”
/
/
30’
30’
/
/
30’
/
270’ 30’
1 A3.2
5
4 30’
/
/
3 30’
/
1
2 30’
/
31’11”
/ /
ROOF: 116’-0” T.O.S.
ROOF: 116’-0”
LEVEL 7: 88’-0” T.O.S.
LEVEL 7: 88’-0”
LEVEL 6: 74’-0” T.O.S.
LEVEL 6: 74’-0”
LEVEL 5: 60’-0” T.O.S.
LEVEL 5: 60’-0”
UNITIZED FACADE EXPANDED ALUMNINUM MESH DOUBLE-PANE ARGON FILLED GLASS
LEVEL 4: 46’-0” T.O.S.
LEVEL 4: 46’-0”
9 A2.4
AUTOMATED SMOKE CONTROL DEVICE DOUBLE-PANE ARGON FILLED GLASS STOREFRONT SYSTEM
1 A3.2
LEVEL 3: 32’-0” T.O.S.
LEVEL 3: 32’-0”
LEVEL 2: 18’-0” T.O.S.
LEVEL 2: 18’-0”
2 A3.2
2 A3.2
1 A3.2
3/32"=1'0"
3/32"=1'0"
30.04.2012
30.04.2012
GDB
GDB
SOUTH ELEVATION
1
SOUTH ELEVATION 3/32"=1'0"
NORTH ELEVATION
A2.0 1
A2.1
NORTH ELEVATION 3/32"=1'0"
1 A3.2 1
North Elevation
3
2
/
/
31’11”
/
2 A3.2
30’
/
4 30’
/
5 30’
/
270’ 30’
6
/
7 30’
/
8 30’
/
10
9 30’
/
31’11”
/
/
South Elevation ROOF: 116’-0” T.O.S.
LEVEL 7: 88’-0” T.O.S.
STUDY LOUNGE LEVEL 2: 18’-0” T.O.S.
MECH. ROOM
BATH
FREIGHT ELEVATOR
GALLERY
MECH. ROOM
FREIGHT ELEVATOR
GALLERY
CAFE
STAIRWELL
BATH
STAIRWELL
1 A3.2
2 A3.2
3/32"=1'0" 30.04.2012 MAZ LONG SECTION ATRIUM
A3.1
LONG SECTION AT ATRIUM
1
3/32"=1'0"
1 A3.2 1
2
2 A3.2
3
4
5
/ 32’10”
/
/
30’
30’
/
/
30’
/
6
270’
7
8
9
10
/
30’
/
30’
30’
/
/
30’
/
32’10”
/
SMOKE EXHAUST AHU
CONCRETE FINISH FLOOR
EXHAUST
ROOF: 116’-0” T.O.S.
2” RIGID INSULATION
HALFEN CHANNEL
METAL SHOP
LEVEL 7: 88’-0” T.O.S
ADJUSTABLE STEEL ANCHOR
WOOD SHOP
INTERIOR FINISH
LEVEL 6: 74’-0” T.O.S.
8” BATT INSULATION GLASS BLOWING
LEVEL 5: 60’-0” T.O.S.
ADJUSTABLE HANGER
PRINT MAKING LEVEL 4: 46’-0” T.O.S.
STRUCTURAL UNIT EXTRUSION CERAMICS STUDIO 3 A2.3
LEVEL 3: 32’-0” T.O.S.
STUDY LOUNGE
ALUMINUM ANGLE
LEVEL 2: 18’-0” T.O.S.
1” RIGID INSULATION
CAFE
GALLERY
GALLERY
1/16” ALUMINUM FASCIA MULLION CAP 1 A3.2
2 A3.2
3/32"=1'0" 10.04.2012 MAZ
N/A 30.04.2012
ALUMINUM SCREEN ANCHOR
LONG SECTION SOUTH
GDB
1
EXPANDED ALUMINUM MESH
1
FACADE UNIT ASSEMBLY
Facade Components
A3.0
LONG SECTION AT SOUTH 3/32"=1'0"
FACADE UNIT ASSEMBLY
A2.5 Building Section
Artist Foundry | Architectural Technology V
49
GROUP B
GROUP F
SMOKE CONTROL SYSTEM
AHU
GROUP F
GROUP B
SUPPLY DUCTS
RETURN DUCTS
BATHROOM EXHAUST TO ROOF
PLUMBING VENT
METAL SHOP AND WOOD SHOP EXHAUST TO ROOF
HOT WATER SUPPLY
GROUP A
CHILLED WATER SUPPLY
CHILLED WATER RETURN
GROUP A
GROUP A
GROUP A
HOT WATER RETURN
NTS 29.04.2012
NTS
CAF
29.04.2012 CAF
ADDITIONAL EXHAUST
ADDITIONAL EXHAUST
PASSIVE AIR FLOW
1
MECHANICAL SYSTEMS DIAGRAM 1 NTS SYSTEMS DIAGRAM MECHANICAL NTS
SMOKE EXHAUST
Mechanical Systems
1
MECHANICAL SYSTEMS DIAGRAM
M1.0
MECHANICAL SYSTEMS AXON NTS
PASSIVE AIR FLOW
SMOKE EXHAUST
MECHANICAL SYSTEMS DIAGRAM
M1.0
MECHANICAL S AXON
M1.
ATRIUM PERSPECTIVE
Interior of Building in Workshops and Atrium
Artist Foundry | Architectural Technology V
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Vocational School Advanced Studio IV Prof. Janette Kim Located on an existing Superfund site in Phoenix, Arizona, the Research and Manufacturing Center of Sustainable Technology negotiates the demands and necessities of various stakeholders by tapping into resources that are either currently marginalized or overlooked. The proposal is designed to localize and provide space to local manufacturing and other forms of blue-collar work that promote renewable resources and will provide a model for successful cities that cannot rely on the arrival of the creative class. In identifying Phoenix’s inability to maintain a viable creative class I also explicated the need to create systems of support for the unemployed, the nondegree holders, and the rehabilitation of pre-released prison inmates. By using the state trust land system in Phoenix as a model, leasing air rights to private industries and providing the resulting ground rights to beneficiaries, my proposal creates a new institution that offers the community free forms of leisure, job training and a sense of shared responsibility within publicprivate partnerships. The strategic
instrumentation of air as a private resource will create accountability and responsibility between public institutions and private industries. By taking advantage of the hybrid realities of these institutions -- public and private institutions are almost inseparable and hardly maintain independent definitions, tax money goes to public institutions, but citizens seldom see the benefits while some private institutions rely on government support for survival -- the building through its program renders the exchanges of costs and benefits between private and public institutions visible. As a new institution, the proposed building provides free forms of leisure to residents living within contaminated areas as well as feeds back energy into the grid in order to lower home energy costs.
Exploded Axonometric of Building on Site
Vocational School | Advanced Studio V
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ARIZONA LAND OWNERSHIP
STATE TRUST LAND LEASE TYPES
STATE TRUST LAND BENEFICIARIES
PHOENIX
ARIZONA LAND OWNERSHIP:
AGRICULTURE ARIZONA STATE TRUST LAND EXPLORATION PERMITS BENEFICIARIES:
PRIVATE LAND INDIAN TRUST LAND FEDERAL LAND
GRAZING
STATE TRUST LAND
OIL + GAS
COMMON SCHOOLS UNIVERSITY LAND CODE LEG/EXEC/JUD BUILDING PENITENTIARY STATE HOSPITAL SCHOOL FOR THE DEAF + BLIND NORMAL SCHOOL REFORMATORY INSTITUTION AG. + MECH. COLLEGE SCHOOL OF MINES MILITARY INSTITUTION UNIVERSITY OF ARIZONA MINERS’ HOSPITAL
ARIZONA LAND OWNERSHIP
REVENUE
POP.
REVENUE
TUCSON
STATE TRUST LAND LEASE TYPES
AC R
ES
ES
ARIZONA LAND OWNERSHIP:
STATE TRUST LAND BENEFICIARIES
AC R
AC R
ES
AGRICULTURE ARIZONA STATE TRUST LAND EXPLORATION PERMITS BENEFICIARIES:
PRIVATE LAND INDIAN TRUST LAND FEDERAL LAND
GRAZING
STATE TRUST LAND
OIL + GAS
Lease Types
AC R
Beneficiaries
REVENUE
POP.
REVENUE
State Land Trust
Arizona State Land Trust Data and Maps
COMMON SCHOOLS
AC R
E
UNIVERSITY LAND CODE LEG/EXEC/JUD BUILDING PENITENTIARY STATE HOSPITAL SCHOOL FOR THE DEAF + BLIND NORMAL SCHOOL REFORMATORY INSTITUTION AG. + MECH. COLLEGE SCHOOL OF MINES MILITARY INSTITUTION UNIVERSITY OF ARIZONA MINERS’ HOSPITAL
COMMON SCHOOLS BENEFIT
PENITENTIARIES BENEFIT
GRAZING LEASE
ARIZONA
GRAZING LEASE
ARIZONA SUPERSTITION VISTAS
SUPERSTITION VISTAS
Arizona State Land Trust Process
Vocational School | Advanced Studio V
55
site ownership
beneficiaries
hospital
sub-surface ownership buildings + top 1’ of soil owned by o.n. semiconductor
surface ownership
superfund remediation by motorola
hospital
national guard state regulated groundwater
public school
state park
public school public school
courthouse hospital prison
Existing Site Conditions
private
turbine height
site ownership proposal
air rights are leased to private institutions superfund becomes state trust land 167m = 7.5m/s
134m = 7.2m/s
air use timeline
100m = 6.7m/s 67m = 6.1m/s 33m = 5.4m/s
Height to Speed Ratio for Wind Turbines
Site Proposal
tuberculosis
Air Use Timeline sanatorium
industrial production
vapor intrusion
renewable energy production
Vocational School | Advanced Studio V
57
Airflow Massing Studies
Vocational School | Advanced Studio V
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Airflow Massing Studies
Vocational School | Advanced Studio V
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FREE LEISURE EXTERIOR
CIRCULATION
FREE LEISURE EXTERIOR
CIRCULATION
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
ROOF FLOOR SCHOOL CLASSROOM
SCHOOL
SCHOOL
14TH FLOOR SCHOOL CLASSROOM
SCHOOL
PRISON CLASSROOM
WIND
13TH FLOOR
SCHOOL CLASSROOM 12TH FLOOR WIND
WIND
WIND
11TH FLOOR
10TH FLOOR PRISON CLASSROOM
SCHOOL CLASSROOM
9TH FLOOR
8TH FLOOR WIND
PRISON CLASSROOM
WIND
7TH FLOOR 6TH FLOOR 5TH FLOOR
PRISON
PRISON
4TH FLOOR
PRISON
3RD FLOOR 2ND FLOOR 1ST FLOOR
PROGRAM PUBLICLY ACCESSIBLE
Building Systems
STRUCTURE PRIVATELY ACCESSIBLE
AIRFLOW EXCHANGES
Building on Site
Vocational School | Advanced Studio V
63
2
circulation
lecture seating
computer lab
workshop
open-air classroom
Programmatic Uses
Section Details
3
4
1
2
3
4
1
1
1
400’
350’
300’
250’
225’
200’
175’
150’
125’ 112’-6” 100’ 87’-6” 75’ 62’-6” 50’
Building Section
Vocational School | Advanced Studio V
65
View from Open-air Classroom
Vocational School | Advanced Studio V
67
Roof Level
North Carolina Museum of Art
High Performance Glazing
Louvers Block Direct Light
Photocells Control Interior Lighting
W30 Castellated Skylight Beam
Structural System
Operable Shades
Native Grass
Bioswale
Diffuse Daylight
Minimal Track Lighting
Continuously Curved Anodized Aluminum Plate
Shade Reflection Pool
Louver - Anodized Aluminum Extrusion
Permeable Pavers
Adjustable Slip Connection to Structural Support
Ground Level
Mechanical Crawl Space
90,000 gallon Cistern
Enthalpy Wheel
Air Handler
Aluminum Coping
Basement
ENVIRONMENTAL SYSTEMS
Parking Lot
Skylight Screen Support Assembly Formed Aluminum Flashing
Roofing System Fastener Hot Air Welded Flashing Strip
Light Fixture
Conduit Raceway Spray-on Fire Proofing
Continuous Light Gauge Angle Light Control Fabric
Facade Substructure - Continuous Steel Angle
W8 Steel Member
Batt Insulation Opaque Fabric Light Baffle Wood Blocking/Framing W30 Castellated Skylight Beam Rigid Insulation
Roof Assembly Single Ply Waterproofing Membrane Insulation Board Sloped to Drain 1 1/2” Metal Deck Spray-on Fire Proofing Structural Steel Roof Storm Drain
Architectural Technology IV Prof. Chris Andreacola w / Gabriel Burkett Tom Heltzel Margaret Zyro
Skylight IGU Extruded Aluminum Rafter Metal Framed Skylight
W18 Steel Girder Web Bracing
Steel Knee Brace
Structural Steel SECTION 1
Light Gauge Framing Braced to Structural Steel
10.75” diam. Steel Column, typ. Light Gauge Framing Steel Bracing
SECTION 2
Vertical Substructure Hanger - Field Bolted to Precast Concrete Panels
Field-welded Hanger Bolts Polished Stainless Steel Infill Panel Shop-welded Panel Frame Anodized Aluminum Facade Panel
The building we studied is the North Carolina Museum of Art designed by Thomas Phifer Architects. It is set within a grassy field in a mountainous region of Raleigh, North Carolina. The museum is a one story 127,000 square foot rectangular building that is an extension of an existing museum designed SmithMiller Hawkinson Architects. These two buildings are connected via a service tunnel.
FRP Ceiling Panel Coffer Ceiling Coffer Suspensions System -
STRU ANAL
FRP Ceiling Panel Coffer Formed Plastic Filler Strip
Continuous Slot within Reveal Connected to Linear Diffuser Supply Air Plenum
10” Reinforced Concrete 2-Way Slab
Reinforced Concrete Pier Precast Insulated Core Concrete Wall Panel
NORTH CAROLINA MUSEUM OF ART The North Carolina Museum of Art designed by Thomas Phifer Architects is set within a grassy field in a mountainous region of Raleigh, North Carolina. The museum is a one story 127,000 sf rectangular building that is an extension
Reflection Pool
breaks within the rectangular form create a sinuous floor plan that allow a visitor to seamlessly wander between galleries and courtyards that display work ranging from ancient to contemporary art. The museum is carefully situated within the
Supply Duct with Insulation
Open Framing for Air Movement within Plenum
TYPICAL STEEL STRUCTURE DETAIL
Concealed Duct Work
site, taking into consideration its impact and relationship to the surrounding environment.
Vertical Steel Channel Facade Substructure
2
Existing Building Underground Service Tunnel
of an existing museum. These two buildings are connected via a service tunnel. Because the museum is free and open to the public, there are multiple entrances set within five courtyards that puncture the rectangular form. These
Reinforced Concrete Spread Footing
Light Gauge Framing
Slotted Hanging Connection from Panel Frame to Vertical Substructure
1
Architect: Thomas Phifer AIA Location: Raleigh, North Carolina Structural Engineer: SOM Mechanical Engineer: AltieriSeborWieber LLC Landscape Architect: Lappas + Havener, PA Lighting Design: Fisher Marantz Stone Project Area: 136,000 sf Project Year: 2010 Leed: Silver
Int. Wall Assembly 5/8” Gyp Bd. with Plaster Skim Coat, Level 5 Finish 3/4” Plywood Sheathing Light Gauge Framing
BUILDING EXPLODED AXON + SITE PLAN
Insulated Overflow Storm Drain Pipe
The museum is free and open to the public, so there are multiple entrances set within five courtyards that punctured the rectangular form. This creates a sinuous floor plan that allows a visitor to seamlessly wander between galleries that range from ancient to contemporary art
Return Air Plenum - Int. of Wall Acts As Large Plenum
Counter Flashing Scupper - Overflow Storm Drain System Sealant Over Backer Rod and Foam Spacer Spray Applied Polyicynene Insulation
Rigid Insulation
FACADE SYSTEMS
Structural Steel
Motorized Drape
Motorized Opaque Rolling Shade
Structural Steel
Precast Concrete Panel Angle and Anchor Bolt Continuous Metal Flashing
Return Air Duct - Stub Up Through Gallery Level Slab Continuous Slot Within Reveal - At Vertical Joint As Well
Wood Floor Assembly
W8 Steel Member
Sealant with Backer Rod
The project is composed of two types of facade systems. The first system, encompassing the entire retangular perimeter, is a pleated anodized aluminum rainscreen set over precast insulated core concrete panels. Set within the reveal of each pleat is polished stainless steel panel, set 90 degrees to the aluminum panels. When viewed at an oblique, the stainless steel panels reflect the ladscape, desolving the mass of the facade. The second system is an aluminum storefront system with custom extruded profiles. While allowing light into the main gallery spaces, the system is visually defined by the many systems used to mitigate and control direct sunlight - fritted and opaque insulated glass, black out roller shades, and three types of horizontal shades.
Permeable Concrete with Wire Mesh Reinforcing, Over 4” min Compacted Gravel Foundation Insulation Board Below Grade Waterproofing
Cast-in-Place Concrete Foundation Drainage Board and Filter Fabric Composite Compacted Gravel
Embedded Mechanical Tie - Supplied on 4’x4’ Grid Conc. Pier Bynd
Mechanical Crawl Space
Two Primary Systems: Aluminum Rainscreen
Sealant Slab On Grade - Reinforcing and 4” Compacted Gravel Bed
Storefront Glazing
Foundation Drain with Geotech Filter Fabric
Continuous Vapor Barrier
Column Footing Bynd Strip Footing
Mechanical Trough
Base Angle Continuous Angle
Structural Foundation
Facade Substructure Custom Aluminum Profile
Facade Substructure
Mirrored Inner Panel
Aluminum Extrusion
MOTORIZED DRAPE
Anodized Aluminum Panel
TYPE 1 suncontrol (15,000 FTCH/annum) extremely light sensitive artwork
Building Section
TYPE 3 suncontrol (90,000 FTCH/annum) typical light level at circulation
ALUMINUM RAINSCREEN SYSTEM
Due to the museums open plan and multiple entrances, a adaptive climate control system is necessary to handle solar gains and overall environmental exposure. In order to regulate the interior environment for a range of art artifacts, a forced air, single duct, multi zone system is used. The refrigerant cycle consists of two chillers and an off site cooling tower that runs partly underground in the service tunnel. Chilled water is provided to air handling units that service nine groups of 1 to 10 zones that divide the museums collections accordingly. A variable volume fan serves each zone, heating the air to proper temperature. To seamlessly integrate the system into the minimal aesthetic of the museum, the supply ducts run from below to the tops of interior and exterior walls and are pumped out through slot diffusers embedded in the top edge of the walls. The rest of the wall acts as a large return air plenum with slots in the reveal and base that allow air into the wall cavity.
North Carolina Museum of Art | Architectural Technology IV WALL SECTION
TYPE 2 suncontrol (60,000 FTCH/annum) light sensitive artwork
STOREFRONT FACADE SYSTEM
MECHANICAL SYSTEM
Precast Insulated Core Concrete Panel
IGU
Low Iron Glass Custom Ceramic Frit Opaque Top Unit
Forced air single duct multi zone system Plan division into 9 groups of 1 to 10 zones
69
The structural system remains largely hidde daylighting system to supports a modular r W30 skylight beams metal roof deck span of the roof, rectangul are anchored deep in by the floor slab - the sure that no moment ness is further provid
Roof Level
STRUCTURAL ANALYSIS Additional lateral stiffness and strength is provided by partial trusses, or “knee braces” between the roof girders and the columns.
Structural System
W30 Castellated Skylight Beam
Ground Level
The structural system o NCMA is a relatively s system that remains l hidden, allowing for an e facade and supreme day ing system to stand out. of steel columns spaced supports a modular roo tem of W18 steel girder support deep W30 sk beams. Secondary W8 members support sloping al roof deck spanning be skylight members.
Mechanical Crawl Space
Basement
Parking Lot
W8 Steel Member
W18 Steel Girder Web Bracing
Steel Knee Brace
Existing Building
Gross Envelope: 468’ x 208’ excluding courtyards Foundation System: R.C. 10.75”spread diam. footing at each column Steel Column, typ. with strip footings along the perimeter Ground Floor Framing: 2-way R.C. flat plate system supported by R.C. columns and pilasters Roof Framing: Steel column grid at 26’ supporting a primary system of W18 girders
The cantilevered columns are anchored deep into the concrete columns which are braced laterally by the first floor 2-way slab, the basement slab-on-grade, and passive pressure on the sides of the footings such that the column footings do not see moment imparted by the steel columns.
FREE BODY DIAGRAM
10” Reinforced Concrete 2-Way Slab
Underground Service Tunnel
Reflection Pool
Reinforced Concrete Pier
Reinforced Concrete Spread Footing
BUILDING EXPLODED AXON + SITE PLAN
Exploded Axonometric of Building
Structural System
TYPICAL STEEL STRUCTURE DETAIL COLUMN CONNECTION DETAIL
LATERAL FORCE DIAGRAM
At the perimeter of the rectangular HSS tubes port exterior walls. Stee umns are anchored dee concrete piers, acting single member braced b floor slab - these com members resist lateral and assure that no mom imparted on the column ing. Lateral stiffness is f provided by braces at th connection.
The project is composed of two types of facade systems. The first is an aluminum storefront system with custom extruded profiles. While allowing light into the main gallery spaces, the system is visually defined by the many systems used to mitigate and control direct sunlight - fritted and opaque insulated glass, black out roller shades, and three types of horizontal shades.
Structural Steel Motorized Drape Motorized Opaque Rolling Shade
Structural Steel
Two Primary Systems: Aluminum Rainscreen Storefront Glazing
Mechanical Trough Structural Foundation Facade Substructure
Base Angle
Custom Aluminum Profile
Continuous Angle
IGU
Low Iron Glass Custom Ceramic Frit Opaque Top Unit
Precast Insulated Core Concrete Panel Facade Substructure
Aluminum Extrusion MOTORIZED DRAPE
Mirrored Inner Panel
TYPE 1 suncontrol (15,000 FTCH/annum) extremely light sensitive artwork TYPE 2 suncontrol (60,000 FTCH/annum) light sensitive artwork
Anodized Aluminum Panel
TYPE 3 suncontrol (90,000 FTCH/annum) typical light level at circulation
Facade System The second facade system is an aluminum storefront system with custom extruded profiles. While allowing light into the
ALUMINUM RAINSCREEN SYSTEM
North Carolina Museum of Art | Architectural Technology IV
71
Surface Area Ratio Core III Studio Prof. Hilary Sample w/ Gabriel Burkett Situated in Harlem, New York, on the historic 125th Street, our housing proposal addressed zoning as an avenue to express cultural values by adapting a fundamental component of New York zoning law, the instrument of Floor Area Ratio (FAR) and attributing it to the surface of buildings as a new instrument that could incentivize the use of media walls in mixed-use housing developments where cultural expression was deemed a priority. Through a careful analysis of visibility of the site, from the site and through the cultural artifacts of informal media -- i.e. advertisements promoting small businesses, locally produced events, murals, etc. -- we were able to tease out a demand for expression in service of cultural and economic capital. Our concept and research thus influenced our representational strategy which exploited the use of projections. Site lines, dimensions and presentations where animations were literally projected onto the surfaces of an ⅛ model reinforced our design and its intentions. The building’s organization favored shared public
spaces and incentivized the expression of individual and communal identities in order to empower users and encourage upward mobility.
Striver’s Row Analysis
Surface Area Ratio | Core Studio III
73
PRODUCTS + SERVICES
ARTS
RESIDUE LEGAL HEALTH Advertisements Collected on Site
SHOWS
POLITICS
COMMUNITY
EDUCATION AUTO
JOBS REAL ESTATE
Advertisements found on site
Existing Elevations on Site
Surface Area Ratio | Core Studio III
75
18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 -1
-2 -3 -4 -5 -6 -7
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-9
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-7 -6 -5 -4 -3 -2 -1 0
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Visibility Study from Metro North in Harlem
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77 Surface Area Ratio | Core Studio III
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Proposed Scenarios Proposed and Existing Surface Zoning
First Floor Plan
Work work
work
Live live
live
Terrace terrace
terrace
Park park
light projection Light Projection
park
led LED mesh Mesh
light projection led mesh
Sixth Floor Plan
Surface Area Ratio | Core Studio III
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Unit Floor Plans
Interior Views
Surface Area Ratio | Core Studio III
81
Day and Night Elevations
Longitudinal Building Sections
Surface Area Ratio | Core Studio III
83
Building Section
View onto Interior Park
Surface Area Ratio | Core Studio III
85
View from 125th Street
Surface Area Ratio | Core Studio III
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Animation of Building with Illuminated Screen Facade
Model with Projected Image on Facade
Surface Area Ratio | Core Studio III
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Declassified / Classified Library Core Studio II Prof. Mark Wasiuta The current method for containment and classification of classified documents is one of concealment and acute security. This intense secrecy tends to spawn buildings that shelter the documents in a sequence of nondescript nested monoliths. Once deemed declassified, the document is thoroughly sanitized before it can be publicly accessed in the National Archives or through a Freedom of Information Act request. Document sanitization is largely achieved through redaction. Redacting information removes the critical content of the document, rendering the comprehension of the document dependent upon the interpretation of the reader, resulting in a new understanding of the information. Redaction also groups certain types of information together that might be seemingly disparate. As a organizational strategy, redaction can help generate a system by which the typology of secured governmental buildings (like the NSA) can begin to be sanitized and
at times, made legible. My proposal for a new Government Library in the heart of Chinatown, a site already historically associated with strategies of concealment and security, implements redaction as its operative logic. Beginning with a conceptual analysis of boundary conditions mediated through a rigorous analysis of moire effects, the proposal deploys a system of enclosures at times transparent, at times redacted. The library here is seen as a negotiation between two forms of knowledge, one that is highly tactical and actionable and one that is highly reflective and inert -- one is a weapon, the other is bureaucratic.
Charcoal Drawing of Spatial Redaction
Declassified / Classified Library | Core Studio II
91
Redacted Documents
Moire Redaction Study
10
2 345 6 7 8
9 8 7 6 5
7 8 9
4
150’
3
10
9 9
135’
8 7 6 5 4 3 2
7 6 5 4 3
6 2 3 4 5
150’ 3
5
9
6 78
32
10
150’ 7
8 7 6 5 4 3
6
9 8 7
135’
10 9 8 7 6 5
150’
5
3
6 67 8 9
2
4 5 6
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8 9
9 8 7
3
135’ 150’
3
120’
2
8 6 5 4 3 2
120’
3 3
150’ 3 87 6
7 6 5 4
3 2
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4 5 67 89
8
120’
4 2
8 7 6 5 4
3 2
3 2
75’ 7
120’
150’
90’
7 6 5
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105’ 7 6 5 4
135’
5 4
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9
90’
8
2
6 5 4
8 7 6 5 4 3 2
3 2 1
4 3
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75’
105’
7 6
135’
6 5 4 9
90’
105’ 6 5
75’
4
15’
105’
7 6 5 4 3 2 1
6 5 4
4 3 2
9
45’
120’
7
6 5 5
43 2
105’ 3 2
65 4 3
2
45’
2 3 4
4 3 2
5 4 3
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1
45’
6 5 4
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135’
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105’
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150’ 7
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150’ 135’
150’ 6 5 4
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150’
6 7 6 5
7 6 5 4 3 2
150’
120’
6 98 7
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162°
30’ 6 43 2
3 21
1
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7 4 3 2
45’
1 3 2 1 1
1 6 5 4 2
14 4°
12
6°
15’ 150’ 135’ 120’ 105’ 90’
108° 90°
75’
18°
36 °
72° ° 54
60’ 45’ 30’ 15’
Interweaving of Varied Floor Heights
Declassified / Classified Library | Core Studio II
93
Building Sections
View of Entrance
Declassified / Classified Library | Core Studio II
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View of Reading Room
View of Meeting Rooms
Declassified / Classified Library | Core Studio II
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Dissolved Architectural Drawing and Representation II Prof. Kutan Ayata Initiated with an analysis of a bas relief piece from the Metropolitan Museum of Art, these investigations of representation presented an iterative process that focused on reinterpreting the relief. After the initial attempts to describe the piece through contours, a methodology and interest emerged that refocused the project on disintegrating the original image using just lines. The build up of line across the page help to move beyond the original image into a new territory that was self referential and purely about its own logic.
Dissolved | Architectural Drawing and Representation II
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Science Lab Core Studio I Prof. Janette Kim I approached the project of a climate lab within the city by first exploring the question of how is science portrayed to the public and more specifically, how can a climate lab within New York City create an awareness of current climate studies and issues to visitors and residents of the city. Through an analysis of climate proxies and the various mediums scientists work to draw conclusions on the past and present of climatology, I designed a lab that creates a visual awareness of the city’s cycles of ecology and the human role within this cycle. Currently within science, there are a number of ways scientific data and discoveries are communicated to the public in real-time, ie. blogs, museum exhibits, documentaries, art/photography, and radio. To create an immediacy and larger awareness of scientific climate findings and data the current method of scientific publicity could be transformed into climate proxies themselves. Through the use of media proxies. Media proxies could record in real-time data that is collected within the city, in particular the East River, and through the functions
of a lab, be broadcasted through the form of the building. In time, the media proxies will begin to create a collection that serves as an archive of climate. This archive can then be analyzed through the individual and society allowing them to create a more informed opinion of science and the effects one has on past and current climate conditions.
Proposed Programmatic Actions
Science Lab | Core Studio I
101
Iterations of an Evolving Cell
Stage 1
Stage 2
Stage 3
Stage 4
Stage 5
Water absorbing membrane
Cell Designed to Gradually Collect Algae Samples
Science Lab | Core Studio I
103
1763: delivery at slip by boat = fish
Timeline of Industry at the Peck Slip Waterfront
1800: delivery at barge by boat slip filled in
1822: delivery at barge by boat fish market
1822: delivery by truck fish market
2005: no deliveries vacant market
2010: delivery by truck farmers market
LDEO: research + repository
DIGITAL MEDIA
CK
NYC: science projects
PE
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LY
K
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T
ON FR
B E
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R
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REAL-TIME DATA: communication
2400
ET
RE
H
UT
SO
ST
E
IV
R
FD
DR
PECK SLIP: testing ground
dry lab
2400
monitoring station
1100
digital data graphs recording devices (visual/audio) measurement instruments
SOUTH STREET SEAPORT SCALE 1” = 100’
700
data storage hub digital data
wet lab
2400
library
2000
reception
fish specimens river/ocean/lake sediment water ice cores tree rings bore holes corals
digital data graphs qualities quantities papers to be published email communication database access
1000
SOCIAL MEDIA
TACTILE MEDIA
1000
material storage photography media from wet lab
outdoor observation area recording devices (visual/audio) measurement instruments collection tanks
1000
people speech books published papers
people speech printed media projected media
deck animals
SCIENCE MUSEUM: gathering place
Influences on Science Lab
Program
Science Lab | Core Studio I
105
Building Sketches
data storage
data storage
outdoor observation
outdoor observation monitoring station
library
library
wet lab
monitoring station
wet lab deck
deck
dry lab
material storage
material storage reception
dry lab
reception
Building Sections
2
Science Lab |action Core Studio I and 107 media types media sections action t
Building Elevations
Science Lab | Core Studio I
109