NATALIE J. PARK A R C H I T E C T U R E PORTFOLIO: RISE 2017
NATALIE J. PARK
6825 Whitley Terrace #2, Los Angeles, CA 90068 njpark@hawaii.edu 619-313-7315
E D U C A T I O N 2012 - 2016
DOCTOR OF ARCHITECTURE School of Architecture (Cum Laude) University of Hawaii at Manoa (Darch)
2008 - 2010
INTERIOR DESIGN (CIDA & ACICS) Design Institute of San Diego
1998 - 2002
BUSINESS & MARKETING School of Business Administration Portland State University (BS)
E X P E R I E N C E
P R E S E N T A T I O N S “PAST, PRESENT, AND FUTURE: TALL BUILDING DELIRIUM” Paper Architecture Night Honolulu, Hawaii April 2016 “NEXT GENERATION TMT: UPCYCLING THE VERTICAL NEIGHBORHOOD” 8th European TMT Workshop Dresden, Germany May 2014 “DESIGNING WITH THERMALLY MODIFIED WOOD (TMT)” American Wood Preservation Association Waikiki Sheraton May 2013
December 2016 Current
ARCHITECTURAL DESIGNER | MARKETING COMMUNICATIONS MANAGER Kenneth Park Architects, Los Angeles, California
Internship 2015
ARCHITECTURAL DESIGNER Stir Architecture, Los Angeles, California
“HOMELESSNESS IN HAWAII TRANSFORMING LEADERSHIP” NWPR+WMR AIA Conference Tucson, Arizona October 2012
Internship 2015
PROJECT MANAGEMENT Rider Levit Bucknall, Honolulu, Hawaii
P U B L I C A T I O N S
Fall 2014
GRADUATE TEACHING ASSISTANT Qualitative Structures CR 723 School of Architecture UH, Honolulu, Hawaii
TALL BUILDING DELIRIUM: SECOND LIFE OF THE METLIFE Doctoral Dissertation, April 2016
1997 - 2002 2008 - 2014
MARKETING COORDINATOR | BARISTA - ASSISTANT MANAGER Starbucks Coffee Company, WA/OR/CA/HI
TRADEWIND TOWERS By: Curt Sandburn, Honolulu Weekly Kukui Towers Redesign: Upcycling, May 2013
2007 - 2006
INSIDE SALES - FRESHSLICE & STARBUCKS Treetop, Selah, Washington
AWA R D S
2005 - 2006
SALES ASSOCIATE Westin Regina Resort & Spa, Los Cabos, Mexico
ARCHITECTURE RESEARCH Honolulu Architecture Foundation (HAF), 2016
2002 - 2005
BUSINESS SALES MANAGER Acosta Sales and Marketing, Portland, Oregon
2015 PRACTICUM FUND SCHOLAR- SoA Scholarship Committee, 2015
E X H I B I T I O N S 2016
2014
DARCH STATE CAPITOL EXHIBITION Tall Building Delirium Honolulu, Hawaii HAIGO & IRENE SHEN GALLERY Urban Matters: Kukui Towers Honolulu, Hawaii
AWARD OF MERIT Department of Hawaiian Homelands, 2012 T E C H N I C A L Autodesk: Revit, Autocad Rhino: Grasshoper, V-Ray, Diva Adobe: Photoshop, Illustrator, InDesign Microsoft Office: Word, Excel, Powerpoint Model Making: Laser Cutting
CONTENTS
A C A D E M I A
RE-IMAGINING THE CONTEMPORARY MUSEUM 04 TATE RED. PUBLIC ART(IST)-IN-RESIDENCE MUESUM:
SIMULATING THE COLOUR RED, EAST BANK, LONDON, ENGLAND
REPOSITIONG & TRANSFORMING 10
METLIFE2. A SECOND LIFE FOR THE METLIFE:
ECONOMICAL AND ECOLOGICAL RE-GENERATION, MANHATTAN, NYC.
18
KUKUI TOWERS. HOUSING FOR THE 21ST CENTURY: ADAPTATION OF THE VERTICAL NEIGHBORHOOD, HONOLULU, HAWAII.
MIRRORING CULTURE BY VIRTUE OF THE MODERN DAY MALL 22 THE VILLAGE. SHOPPING CENTER:
SOCIAL ENGINEERING THE PRIVATE PUBLIC SPACE, KUNSHAN PROVINCE, CHINA
P RO F E S S I O N A L
MIXED USE PROJECT | STIR ARCHITECTS 24 NOHO WEST. LIVE, WORK, SHOP. NORTH HOLLYWOOD, CALIFORNIA RETAIL | KENNETH PARK ARCHITECTS 28 LACOSTE: RODEO DRIVE, BEVERLY HILLS, CALIFORNIA 90210 29
ZADIG & VOLTAIRE: ABBOT KINNEY, VENICE BEACH, CALIFORNIA
EVOKING RED IN ITS ABSENCE
tate red TATE RED is an experiential wayfinding museum found to express the feelings of the colour red. It is an extension of the Millennium Bridge filtering people through art filled gardens into the Eastbank neighborhood. The structure is an undulating filter meant to connect visitors to nature and arT. Comprised of glu-lam beams and an tensile skin of membrane arrays creating a canopy around the structure. The tensile structure is a twoform active tension system utilizing a layered cable net system with arrays suspended in the system. This allows the system to vary to environmental stimuli, thus creating an everchanging canopy. THREE Art(ist) in residence PODS creates a unique interaction of ART, VIEWING artistS IN THE ACT OF creating. Red sings from the trees in spring. Red dances in the wind of Oak trees during autumn. Red is fervor driving the hand of the artist. Red is imminent change.
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RE-IMAGINING THE CONTEMPORARY MUSEUM
SITE DIAGRAMS
thames
ENTRY / EXIT
BLACKFRIARS BRIDGE
urban edge response
TRANSITIONAL SPACE
ART EXHIBITS
PLAZAS
SIRI / “socialites”
JEN & ETHAN / ”pods”
WILL “lunchEONneer”
“PASSING THRU VISITors”
BLACKFRIARS RAIL
east bank MILLENNIUM PEDESTRIAN
user DIAGRAMS
SOU THW ARK CAN NON STRE ET R AIL
BRIDG E
user data and projections DURATION (HOURS / VISIT) 6
4
AVG.￡ SPENT / VISIT/ VISTIOR 1-4
1.4
N/A
2.1
4
12
100
2-12
30
378
60
3-5
0.33
140
20
2<6
2
ESTIMATED VISITS / YR IN MILLIONS
1
156
260
1/2 VISITS / YR
1.4
1-4
1.8 1 # IN PARTY
63
15
0
0 TOTAL￡ SPENT / CATEGORY / YR. IN MILLIONS
5
USER & SITE DIAGRAMS EAST BANK’S FILTERING WAYFINDER
LONDO N
PAM & DONALD / “broken watches”
SKIN OPENING_CHANGING SEASONS
FURLED
UNFURLED
6
SEMI-FURLED
BUILT MODEL
7
4<6
INTERPLAY OF LIGHT & STRUCTURE
ARTISTS ON DISPLAY_ART OF MAKING
tate red RE-IMAGINING THE CONTEMPORARY MUSEUM
8
SUMMERTIME VIEW AT EAST ENTRANCE
9
6<6
WINTERTIME VIEW AT SOUTH ENTRANCE
tate red RE-IMAGINING THE CONTEMPORARY MUSEUM
A SECOND LIFE FOR THE METLIFE
metlife
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O B S E R VAT O R Y S EC O N D _ S K I N
MetLife Building : 200 Park Avenue, New York City, NY Architect : Emery Roth & Sons, Pietro Belluschi, (Walter Groupius) Constructed : 1960-1963 Use : Office Architectural Height : 808 ft. /246.3 m Floors Above Ground : 59 Tower GFA: 2,841,511 ft² / 263,985 m² Elevators: 85 Top Elevator Speed : 7.1 m/s repositioning & transformation : 2016 /visionary status 10
P
O
V
I
D A
I D
U U
C
M T
REPOSITIONING & TRANSFORMING The renovation increases retail space to 57,340 sf, adds 65,00 sf of green space, a mixed-mode naturally ventilated tower, observation deck, AND REUSES THE ORIGINAL VERTICAL FACADE ELEMENTS..
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EXISTING METLIFE BUILDING
the second life of the metlife renovation uses timely principles of adaptive - reuse, passive strategies, urban parks, and courtyard spaces to maintain its presence as a mid-town icon AND RECLAIM LOST PARK SPACE THAT GAVE PARK AVENUE ITS NAMESAKE.
SYLINE VIEW
In 2001 it was rumored that an investigation revealed age-related defects in the faรงade of the MetLife Building. The precast faรงade was reaching the end of its life and with it was bringing a new opportunity. A new opportunity exists to address design issues related to site, energy use, observation deck, users, faรงade, and architectural legacy through renovation. The goal of using this well-known Park Avenue landmark is to demonstrate the power of renovations, and to show a sustainable way to renew the city. The Second Life of the
MetLife Building is to bring relevance and to contribute positively to the twenty-first century in an ecological and economical way.
2<8
The Pan Am building (now MetLife Building) was conceived in 1958, but its deeply found origins started long before.
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12
NORTH ELEVATION
REPOSITIONING & TRANSFORMING 5 6 9
8
7
4 3 2 1
planter- catch all openings - size varies to control species extruded layers for perching / protection wall cavity - nesting 4â&#x20AC;? plank tiles one way vision glass stone pavers 1% slope for drainage to planter translucent floor panels transitional landscape
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12345678910-
metlife
2
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URBAN REGENERATION PODIUM TRANsfORMATION-STREET LVL
10
magazyn
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URBAN PARK LAYER_PODIUM ROOF
REPOSITIONING & TRANSFORMING YOUNG WOODLANDS
GRASSLAND OVERLOOK
TALL MEADOWS
Original mass
urban park layer WOODLAND THICKET retail layer
MIXED PERENNIAL MEADOW
5 floors = sf
MOSS LAND nesting
woodland thicket / mound
mixed perennial meadow / ramp
tall meadow / plane
young woodland / step up
year round birds summer birds nocturnal
fl-6
fl-2
metlife
2
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URBAN REGENERATION PODIUM TRANSFORMATION
moss land / Pit
6<8
park activated retail
sameness factor floor to floor change
consistency of lease span core v. exterior geometry
0.76
plannable area
useable area
plannable office space
Efficiency of a towers non-vertical elements
0.0067
0.72
0.80
EFFICIENCY RATIOS
1.00
density Individuals per total sf of floor
vertical commute
columnless plannable factor
duration of lunch hour traveling ground -top
0.042
Perimeter office
Spatial interruptions
quantity of daylight
0.99
0.39
0.47
plannable aspect ratio
16
useful illuminance
amount of desired office space
sectional usability
depth of dedicated tenant occupation
floor to ceiling v. floor to floor
5.86
0.69
floor area ratio density of site development
16.5
Deviation from simplest form
0.63
1.00
carbon footprint
weighted aspect ratio
Material & construction per floor
measuring slenderness
0.23
8.13
volume optimization
0.53
rate of form change
1.00
weighted core aspect ratio
perimeter enclosure factor
*core setback is assumed
deviation from simplest form
Extrusion of base geometry
measuring core slenderness
1.00
8.22
shadow area avg. SHADOW AREA compared to gROSS FLOOR AREA 8AM-5PM
occupiable v. gross volume
tapering factor
1.17
REPOSITIONING & TRANSFORMING
typical window units
Perceptible volume
0.77
surface area to volume ratio
enclosure transparency overall view of surface area
0.021
0.61
plannable area to exterior surface area
sail area to the perpendicular
2.11
2.49
wind interaction & counterforce
metlife
2
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TALL BUILDING ANALYSIS SPATIAL_ENVIRONMENTAL_STRUCTURAL
surface area ratio
8<8
curtain wall units
HOUSING FOR THE 21ST CENTURY
kukui towers honolulu, hawaii
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mauka KUKUI TOWERS makai THE EXISTING DESIGN OF KUKUI TOWERS TRANSLATES ITS DEPENDENCE TOWARDS ENERGY GUZZLING AIR CONDITIONERS. RESEARCH SHOWS THAT IF RESIDENTS WERE TO USE A 5,000 BTU 900 KW AIR CONDITIONER FOR ONLY 4 HOURS PER DAY, THE YEARLY ELECTRIC BILL WOULD TOTAL $12,610 (BASED ON HAWAIIAN ELECTRIC RATE OF $0.32/KWH). IF ALL 908 UNITS WERE TO USE THE A/C IN THE GIVEN CAPACITY IT WOULD COST KUKUI RESIDENTS $11,453,875 PER YEAR. ENERGY SAVINGS OFFSET BY NATURAL VENTILATION AND PASSIVE COOLING STRATEGIES ARE THE FOCUS OF THE KUKUI TOWERS RE-DESIGN.
REPOSITIONING & TRANSFORMING
CONNECTING MAUKA & MAKAI
iNTERIOR CHANGES OFFER FLEXIBLE UNIT SIZES ENCOURAGING SOCIAL ENGINEERING AS WELL AS ACCOMMODATING FUTURE GROWTH.
Envelope
core with slabs
-
=
2<4
-
slab openings
=
+
Periphery slabs
Periphery structure
Louvers & frame
BEFORE
+
AFTER
+
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BIOCLIMATIC RESPONSE STRUCUTRAL EVOLUTION
existing
KUKUI TOWERS INTRODUCES TMT, THERMALLY MODIFIED TIMBER, A NATURALLY TREATED WOOD IMPERVIOUS TO TERMITES AND ROT. TMT IS USED FOR INTERIOR WALLS, FLOORING, AND EXTERIOR SHADING.
THE MOVEABLE “DWELL WALL”
DWELL
WALL DIAGRAMS
+38’
+
STORAGE
STORAGE
FLOOR TO WALL CONNTECTION: UTLITIES & STORAGE 8’-6” 64’
’
36
+28’-6”
8’-6”
CROSS VENTILATION 17’
’
28
CROSS VENTILATION
+28’-6”
3’
DWELL WALL EXANSION / CONTRACTION - COLUMN GRID
+28’-6”
+28’-6” DWELL WALL “CLOSED” BACKLIT TMT PANELS
+28’-6”
+28’-6” DWELL WALL “OPEN” BUILT-IN LIVING
+28’-6”
24’ MAX
6’ MIN
+19 3’
3’
3’
UNIT SIZE CONFIGURATION: SOCIAL ENGINEERING NEIGHBOROODS +19
+9’-6” +9’-6”
NATURALLY VENTILATED GARDEN-CENTRIC LIVING
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SECTION
0d
e g re e ro t a ti o
n
0d
e g re e ro t a ti o
n
REPOSITIONING & TRANSFORMATION
9’
12
/ 17’6”
side to side 12
2”
HONOLULU SKYLINE
VIEW THRU LOUVERS
PLAN
FLOOR
PLAN
VERTICAL LOUVER MOVEMENT
4<4
FLOOR
8”
FLOOR
PLAN
kukui towers
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UNIT CONFIGURATIONS TYPICAL FLOOR PLAN ARRANGEMENTS
side to side
DIAGRAMS
THE
V I L L A G E
STRUCTURAL AXON &
SHOPPING CENTER
WEST PARCEL
22
The population in kunshan city is nearing 1,640,000 people and is undergoing major urban growth. site analysis shows rapid change along china’s waterways. Low-rise “shantytown” and industrial buildings are being replaced with high-rise residential communities. the village serves as gathering place supporting new high-rise developments south of the siTe by Applying cultural patterns
MARCH 22, 2014
APRIL 22, 2007
NOVEMBER 8, 2002
MIRRORING CULTURE VIA THE MODERN MALL
12 year site analysis
into the creation of public spaces with appropriate emotions. the site design Pairs indoor and outdoor spaces to create a more holistic environment for each major building function. the materials are reflective of the natural elements around the river with each building having its own distinct design.
LOUJIANG RIVER
2<4
DINGJING RIVER
1st FLOOR PUBLIC / PRIVATE SPACE
2nd FLOOR PUBLIC / PRIVATE SPACE
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public / private space SITE
EAST PARCEL
DIAGRAMS
THE
V I L L A G E
STRUCTURAL AXON &
SHOPPING CENTER
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1 Fiber-cement slate (square cut over sheathing of bitumen roofing felt with sanded finish laid length wise with laps of > 80mm, over Battens 24 x 48mm on top of concrete roof decking slab) 2 Mono ridge tiles (long and short) 3 Sheet metal soffit 4 Mesh screen to ventilate opening 5 Ridge batten 6 Thermally modified timber (treated) boards (stained and oiled) 7 Ventilated Cavity (air space) 8 Waterproofing 9 Masonry Anchor (tie back) 10 Thermal Insulation 11 CMU 150mm (joints aligned) 12 Mortar 13 Concrete column 400x600mm 14 Wood wash 15 Duratherm wood commercial grade window mullion 16 Double pane glass 17 Backer rod and sealant 18 Cement plaster 19 Steel angle 20 Pavers 21 Pipe railing connection 22 Safety glass railing 23 Bolts in expansion shield 24 Steel capping w/flashing 25 Closed cell polystyrene under protection board 26 All-level drain on suspended base
2
1
4 5
MIRRORING CULTURE VIA THE MODERN MALL
3
7
6
gable w/ flush eaves
structural diagram valley w/ flush eaves
gable w/ flush eaves
monopitch w/ flush eaves
hipped-gable w/ flush eaves monopitch w/ flush eaves
monopitch w/ flush eaves
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MATERIAL PALETTE BUILDING DETAILS
structural systems & assemblies I. BLDG. 1 STRUCTURE FUNCTION MATERIAL size / method FLOOR PLATE supports columns and roof plate POUR IN PLACE CONCRETE slab 100mm /casted w/parallel beams MINOR BEAM supported by major beam pour in place concrete 400x200mm major beam supported by columns pour in place concrete 400x500mm columns supported by concrete floor pour in place concrete 400x600mm II. BLDG. 2 STRUCTURE FUNCTION MATERIAL size / method FLOOR PLATE supports columns and roof plate POUR IN PLACE CONCRETE slab 100mm /casted w/parallel beams MINOR BEAM supported by major beam pour in place concrete 400x200mm major beam supported by columns pour in place concrete 400x600mm columns supported by concrete floor pour in place concrete 400x600mm ridge beam support roofs/supported by purlins & columns pour in place concrete 400x400mm III. BLDG. 3 STRUCTURE FUNCTION MATERIAL size / method FLOOR PLATE supports columns and roof plate POUR IN PLACE CONCRETE slab 100mm /casted w/parallel beams MINOR BEAM supported by major beam pour in place concrete 300x200mm major beam supported by columns pour in place concrete 400x400mm columns supported by concrete floor pour in place concrete 400x600mm ridge beam support roofs/supported by purlins & columns pour in place concrete 400x400mm IV. BLDG. 4 STRUCTURE FUNCTION MATERIAL size / method FLOOR PLATE supports columns and roof plate POUR IN PLACE CONCRETE slab 100mm /casted w/parallel beams MINOR BEAM supported by major beam pour in place concrete 400x200mm major beam supported by columns pour in place concrete 400x500mm columns supported by concrete floor pour in place concrete 400x600m ridge beam support roofs/supported by purlins & columns pour in place concrete 400x500mm V. BLDG. 5 STRUCTURE FUNCTION MATERIAL size / method FLOOR PLATE supports columns and roof plate POUR IN PLACE CONCRETE slab 100mm /casted w/parallel beams MINOR BEAM supported by major beam pour in place concrete 400x200mm major beam supported by columns pour in place concrete 400x400mm columns supported by concrete floor pour in place concrete 400x600mm VI. BLDG. 6 STRUCTURE FUNCTION MATERIAL size / method FLOOR PLATE supports columns and roof plate POUR IN PLACE CONCRETE slab 100mm /casted w/parallel beams MINOR BEAM supported by major beam pour in place concrete 400x200mm major beam supported by columns pour in place concrete 400x800mm columns supported by concrete floor pour in place concrete 400x600mm ridge beam support roofs/supported by purlins & columns pour in place concrete 400x600mm IV. BLDG. 7 STRUCTURE FUNCTION MATERIAL size / method FLOOR PLATE supports columns and roof plate POUR IN PLACE CONCRETE slab 100mm /casted w/parallel beams MINOR BEAM supported by major beam pour in place concrete 400x200mm major beam supported by columns pour in place concrete 400x500mm columns supported by concrete floor pour in place concrete 400x600m ridge beam support roofs/supported by purlins & columns pour in place concrete 400x500mm
2<4
flat roof w/ flush eaves
500,000 SF REPURPOSED + 200,000SF NEW
NOHOwest
a transformation is underway for this new mixed-use lifestyle center on laurel canyon boulevard. at oxnard street in north hollywood. the redevelopment re-purposes the existing macyâ&#x20AC;&#x2122;s building to serve office and retail uses MET by a walkable main street retail concept with amenity-rich residential apartments. *content created while working at stir architecture.
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27
2<2
WINTER 2015 MASTERPLAN NODES_ SOCIAL SPACE
ARCHITECTURE
LIVE. WORK. SHOP. NOHO WEST
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LACOSTE- RODEO DRIVE
29
ZADIG & VOLTAIRE- ABBOT KINNEY
NATALIE J. PARK 6825 Whitley Terrace #2 Los Angeles, CA 90068 njpar k@hawaii.edu 619-313-7315