P ORTF OL IO DIANA DURAN 2020
PORTFO LIO DIANA DURAN 2020
A C A D E M I C
W O R K
NORDIC LOOP BLUE SKY VILLAGE CHROMTIC CHANGE ELIXIR CORNEL BIKE SHOP
C O M P E T I T I O N S BORDERS | UNDERGROUND BATH HOUSE SKY-BRIDGE COMPETITION PREMIO FELIX CANDELA | CASA AGAVE
P R O F E S S I O N A L
W O R K
THE CLASSICAL ACADEMY MONTE DEL SOL CHARTER SCHOOL TAOS PUEBLO | MULTI COMPLEX MASTERPLAN | WELLNESS CENTER ELEVATE
A C A D E M I C
W O R K
OSLO, NORWAY
NORDIC LOOP
WELLNESS & TRAINING CENTER OSLO | NORWAY 6.5 ACRES
The project responds to the vibrant city of Oslo; The wellness and training center was ambitioned as a connected loop, with the idea of continuous activity in mind. Three tracks that waive between levels to provide complex levels of difficulty for physical training. The tracks connect pedestrians, bicyclists, and skaters with a safe zone to travel, given that the site is a major traffic node in the city and it has not prioritized pedestrian use in the area. The project not only improves the well-being of the people but also creates a destination that completes the boardwalk at a relevant area of the city where locals and tourists enjoy what the city has to offer.
1.2 MILES
2.5 MILES
3.7 MILES
5 MILES
6 MILES
GYMNASIUMS ICE SKATING WORKOUT STUDIOS SKIING & SNOWBOARDING POOLS SOCCER
PROPOSED WELLNESS & TRAINING CENTER PEDESTRIAN PATH CARS BIKE ROUTE TUNNELS
CURRENT SITE CIRCULATION BROKEN PROMENADE AT AKER BRYGGE
PEDESTRIAN PATH CARS BIKE ROUTE TUNNELS
PROPOSED SITE CIRCULATION INTERIOR PROMENADE AT AKER BRYGGE
SITE SUN EXPOSURE GLAZING MAXIMIZATION
VIEWING
5
GROUP TRAINING SHOOTING PLATFORM SHOOTING PLATFORM
PHYSICAL THERAPY
RESTING AREA
SKIING TRAINING TRACK CROSS-FIT ZONE
4
SPINNING GROUP FITNESS
ENERGY BAR
STRETCH
PEDESTRIAN AND BIKE ENTRY & EXIT BIKING TRACK
3
CARDIO
GAME AREA HYDRATION ZONE HIGH IMPACT TRAINING
PEDESTRIAN AND BIKE ENTRY & EXIT TRAINER OFFICES STRETCH RUNNING TRACK
2
INFORMATION/ENTRANCE
!
SOUTH ENTRANCE RESTING AREA RENTAL SHOP GEAR SHOP EAST ENTRANCE HYDRATION ZONE DELIVERY
CLIMBING FIRST FLOOR
1
KIDS POOL ADULTS POOL & JACUZZIS SPA UNDERWATER SAUNAS RELAXING POOL
STORAGE SPRINT ZONE THE COURT LOWER LEVEL ICE SKATING RINK
LL
THIRD FLOOR - ATHLETES & CROSS-COUNTRY SKIERS TRAINING FLOOR
0’
25’
100’
50’
ENTRY TO TRACKS
EXIT FOR BIKES AND PEDESTRIANS
STAR
T
PEDESTRIAN AND BIKE ENTRANCE TO TRACKS
RESTROOMS ELEVATORS STORAGE
END
SECOND FLOOR - ACCESS TO TRAINING TRACKS 0’
25’
100’
50’
CHANGING AREAS
ADMINISTRATIVE AREA RECEPTION AREA RETAIL
LOBBY RESTING AREA TURF TRAINING RETAIL
RETAIL CLIMBING ROCK RETAIL
RESTING AREA
RESTROOMS ELEVATORS STORAGE
RESTING AREA
FIRST FLOOR - ACCESS FROM PROMENADE 0’
25’
100’
50’
DELIVERY AREA
KIDS POOL
FACILITY STORAGE SPLASH PATHS
RESTROOMS
SPORTS BAR
STORAGE RESTROOMS
SPA FUTSAL & HANDBALL
OLYMPIC & RECREATIONAL POOLS
RESTROOMS ELEVATORS STORAGE
ICE SKATING RINK
SAUNA
RELAXING POOL SAUNA
EXTERIOR SKIING AND SWIMMING PLATFORM
LOWER LEVEL - OTHER ACTIVITIES 0’
25’
50’
100’
SAUNA
SKIING TRACK ABOVE
PEDESTRIAN ENTRY
TRAINING PLATFORM
TRAINING PLATFORM CLIMBING WALL
ENLARGED PLAN - PEDESTRIAN ENTRY NOT TO SCALE
2
SECOND FLOOR - KEY PLAN
CYCLING TRACK SUPPLY AIR
CYCLING TRACK 30’-0”
RETURN AIR
TRAINING PLATFORM
RUNNING TRACK
4 RUNNING TRACK 15’-0”
LOBBY
FIRST FLOOR 0’-0”
RUNNING TRACK SECTION NOT TO SCALE
BUILDING SECTION NOT TO SCALE
BLUE SKY VILLAGE REFUGEE HOUSING ALBUQUERQUE | NEW MEXICO CAPACITY 100 PEOPLE
CITY OF ALBUQUERQUE ONE OF THE MOST DIVERSE CITIES IN THE US
63% FOREIGN-BORN NEW MEXICANS HAVE LEGAL IMMIGRATION STATUS
63%
40% FOREIGN-BORN NEW MEXICANS SPEAK OTHER LANGUAGE OTHER THAN ENGLISH AT HOME
40%
TIJERAS AVE. COOPER AV E
CE NT RA LA VE .
SITE
GOLD AV E
ALBUQUERQUE, NM
4TH ST REET
5TH STRE ET
6TH STRE ET
DOWNTOWN AREA 5% GENERAL SERVICES
DOWNTOWN
4% ASIAN 8% BLACK 14% AMERICAN INDIAN
GENDER
51% FEMALE
7TH ST REET
8TH STRE ET
SILVER AV E
49% MALE
RACIAL DIVERSITY
36% HISPANIC
38% WHITE
30% CONSTRUCTION
18% MANUFACTURING
33% BELOW POVERTY LINE 21% TOURISM, HOSPITALITY & RECREATION
CONTRIBUTIONS
26% ADMINISTRATIVE SUPPORT
MAIN LIBRARY
MAIN LIBRARY
BUS STOP
BUS STOP
PARKING
PARKING
EXST. BUILDING
CHURCH
CHURCH
PARKING RESTAURANT
RESTAURANT
0 30 ’
PARKING
’ 300
RESTAURANT
BREWERY
MECHANIC SERVICES
BREWERY
MECHANIC SERVICES
RESTAURANT
THEATER
THEATER
EXISTING SITE SURROUNDINGS
REDEFINED SITE CONDITIONS
MAIN LIBRARY MAIN LIBRARY
BUS STOP
BUS STOP
PARKING PARKING
CHURCH CHURCH
RESTAURANT
NOISE POLLUTION SOURCE
RESTAURANT
RESTAURANT RESTAURANT
BREWERY
MECHANIC SERVICES
BREWERY
MECHANIC SERVICES
THEATER THEATER
PROPOSED NOISE MITIGATION STRATEGY
PRIVACY STRATEGY - ROTATION OF CITY GRID
STRATEGIES IMPLEMENTED NOT TO SCALE
NOISE POLLUTION
PROPOSED USES PUBLIC RESIDENTS ONLY
RESIDENTIAL
ISOMETRIC VIEW NOT TO SCALE
TERRACE
RESTROOM
BATHROOM
KITCHEN
BEDROOM 1
BEDROOM 1
BEDROOM 2
STORAGE
KITCHEN
BATHROOM
BATHROOM
DINING ROOM
STORAGE
MASTER BEDROOM LIVING ROOM LIVING ROOM
STORAGE
BEDROOM MASTER BEDROOM
4’
0’
8’
GROUND PLAN
UNIT TYPE A - 1060 SF
UNIT TYPE A -1030 SF
UNIT TYPE A - 450 SF 0’
KITCHEN
0’
15’
4’
0’
4’
8’
8’
SECOND FLOOR PLAN
30’
0’
15’
30’
OFFICES
GIFT SHOP
TEST ROOM INTERNET ACCESS
WAITING AREA
EXAM ROOMS
GALLERY OFFICES LOBBY FRONT DESK
ADVOCACY CENTER 3,200SF 0’ 12’
ART GALLERY - 2,600SF 0’
15’
SECTION SECTION0’
24’
HEALTH CENTER - 1,700SF 0’
30’
4’ 0’
FRONT DESK
4’ 8’
8’16’ 16’
10’
20’
Khadegah fled his home in Darfur, Sudan. “I always think about my father, my mother and the rest of my family. I think about my former neighbors of 11 years. I don’t know if they’re alive or not”.
Achan is a widow who had eight children. Seven of her children died during the ongoing war in her home country of South Sudan. As a result, she was left with 8 orphans to take care of. Before the war, she was a peasant farmer in Sudan who cultivated and made crafts to sustain her big family.
CONCRETE CAP GREEN ROOF FOLIAGE GROWING MEDIUM GARDEN DRAIN AND WATER RETENTION LAYER TOP WATER PROOFING MEMBRANE RIGID INSULATION METAL DECK ROOFING BATT INSULATION
SECTION
SECTION
0’
0’
4’
8’
15’
CUSTOM MADE WINDOW EXTERIOR STUCCO FINISH 3” RIGID INSULATION 2X4 STEEL STUDS BATT INSULATION REINFORCED CONCRETE SLAB GYB. BOARD BATT INSULATION GYP. BOARD CEILING FINISH 2X4 STEEL STUDS 3” RIGID INSULATION 8” REINFORCED CONCRETE WALL
16’
30’
CONCRETE CAP GREEN ROOF FOLIAGE GROWING MEDIUM GARDEN DRAIN AND WATER RETENTION LAYER TOP WATER PROOFING MEMBRANE RIGID INSULATION METAL DECK ROOFING BATT INSULATION
CUSTOM MADE WINDOW EXTERIOR STUCCO FINISH 3” RIGID INSULATION 2X4 STEEL STUDS BATT INSULATION REINFORCED CONCRETE SLAB GYB. BOARD BATT INSULATION GYP. BOARD CEILING FINISH 2X4 STEEL STUDS 3” RIGID INSULATION 8” REINFORCED CONCRETE WALL
UPPER LEVEL TYP. WINDOWS ASSEMBLY ALUMINUM FRAME INSULATED E-GLASS
UPPER LEVEL TYP. WINDOWS ASSEMBLY ALUMINUM FRAME INSULATED E-GLASS
LOWER LEVEL TYPICAL WINDOWS ASSEMBLY ALUMINUM FRAME INSULATED E-GLASS PERFORATED PANEL
LOWER LEVEL TYPICAL WINDOWS ASSEMBLY ALUMINUM FRAME INSULATED E-GLASS PERFORATED PANEL
MARQUETTE AVE.
BROADWAY BLVD.
IAL ST. COMMERC
TIJERAS AVE.
GROUND LEVEL PLAN SCALE: 1” = 30’-0”
CHROMATIC CHANGE
CHROMATIC CHANGE DATA ANALYSIS & LEARNING CENTER ALBUQUERQUE | NEW MEXICO DIANA DURAN | ARCH 603
DATA ANALYSIS & LEARNING CENTER ALBUQUERQUE | NEW MEXICO F.
F.
F.
F.
F.
D.
D.
F.
F.
F.
D.
MARQUETTE AVE.
F.
C.
TOP OF ROOF 130’-0”
I. MECHANICAL EQUIPMENT
ST.
BROADWAY BLVD.
COMMERCIAL
LIGHTING
B.
POWER OPERATED LOUVER SYSTEM
A.
TINTED SKYLIGHT SYSTEM OBSERVATION WINDOW BIOLOGY WET LABORATORY
B. UPPER LEVEL 115’-0”
W18X40 WIDE FLANGE
Dr. Martin Luther King Jr. Ave.
The site is located approximately 200 ft away from the train tracks, that are used daily at least 8 times a day. This modes of transit could represent a challenge to new developments due to the constant vibrations of the area and sound pollution
Tijeras Ave.
Central Ave.
Albuquerque, New Mexico
Site
Diana Duran / Arch 603 / Fall 2019
HELPFUL INTERNAL ORIGIN
•
MFUL
POSURE TO NOISE DUE W OF TRAFFIC. ONCERN DUE TO THE AND PEDESTRIANS
HARMFUL
SITE IS IN CLOSE PROXIMITY TO INNOVATIVE HUBS LIKE LOBRAINFOREST AND DOWNTOWN DIFFERENT KINDS OF PUBLIC TRANSPORTATION ARE CONSTANTLY SURROUNDING THE SITE. COMMERCIAL, BUSINESS AND RECREATIONAL SPACES ARE LOCATED WITHIN A 2 MILE RADIUS OF THE SITE. LOCAL AND GOVERNMENTAL ENTITIES ARE ALSO IN CLOSE PROXIMITY
• • •
• • • •
STRENGTHS OPPORTUNITIES EXTERNAL ORIGIN
HADING IN THE AREA. FFECT IS VERY UE TO THE SUN D REFLECTIVITY E BUILDINGS
NESSES EATS
•
WEAKNESSES TREATS •
SITE HAS POTENTIAL TO BECOME A OPEN PUBLIC SPACE OR A EVENT SPACE. POTENTIAL BENEFIT FROM SOLAR ENERGY AND WIND HARVESTING. WATER RUNOFF CAN BE USED TO IRRIGATE XERISCAPES. OPPORTUNITIES TO CREATE SPACES THAT SUPPORT THE GROWTH OF THE INITIATIVE INNOVATE ABQ.
• • •
CONSTANT EXPOSURE TO NOISE DUE TO HEAVY FLOW OF TRAFFIC. SAFETY IS A CONCERN DUE TO THE LACK OF LIGHT AND PEDESTRIANS IN THE AREA. NO NATURAL SHADING IN THE AREA. HEAT ISLAND EFFECT IS VERY NOTORIOUS DUE TO THE SUN EXPOSURE AND REFLECTIVITY CAUSED BY THE BUILDINGS DOWNTOWN.
• •
SITE IS EXTENSIVE. LARGE PROJECTS COULD LAKE FROM FINANCIAL SUPPORT. NOISE AND VIBRATION CONTROL COULD LIMIT THE POTENTIAL USE OF THE SITE. LACK OF INCENTIVES FROM PUBLIC ENTITIES TO DESIGN THE AREA. SUN EXPOSURE
ONE CENTRAL
ALVARADO TRANSPORTATION CENTER
TRAINTRACK PEDESTRIAN OBSTABCLE
IVE. LARGE PROJECTS ROM FINANCIAL
MLK WESTBOUND
RATION CONTROL HE POTENTIAL USE OF
ABQ CONVENTION CENTER
TIVES FROM PUBLIC SIGN THE AREA.
VACANT LOT
RailEVENT RoadCENTER
TIJERAS AVE.
SUN EXPOSURE
MLK AVE.
GOV. INSTITUTION
VIEW TO SANDIAS
BER COUN
GOV. INSTITUTION
PRIMARY ROAD
SITE
GOV. INSTITUTION
ONE CENTRAL
BROADWAY BLVD.MLK EASTBOUND
VACANT LOT
Broadway Blvd.
MIX-USE DEVELOPMENT
VACANT LOT
MIX-USE DEVELOPMENT
ALVARADO TRANSPORTATION CENTER
VACANT LOT
MIX-USE DEVELOPMENT
RESIDENTIAL DEVELOPMENT
Dr. Martin Luther King Jr. Ave.
Tijeras Ave.
SECONDARY ROAD
LOBO RAINFOREST
O SANDIAS
BERNALILLO COUNTY OFFICES PRIMARY ROAD
Central Ave.
PEDESTRIAN ACCESS DIRECT VISUAL CONNECTION TO LOBORAINFOREST
ASTBOUND
W S
N
E
EPICENTER OF NOISE PEDESTRIAN ACCESS IS PREDICTED TO BE STRONGER ALONG BROADWAY DUE TO ALTERNATIVE TRANSPORTATION METHODS.
VEHICULAR ACCES WILL HAPPEN ALONG COMMERCIAL ST. & TIJERAS AVE.
A07
|
DIANA DURAN
|
EPICENTER OF VIBRATION BUS STOP TRAIN STOP
LA 556
|
FALL 2019
ST.
GROUND LEVEL PLAN SCALE: 1” = 30’-0”
SCALE: 1” = 30’-0”
TIJERAS AVE.
TIJERAS AVE. MARQUETTE AVE.
GROUND LEVEL PLAN SCALE: 1” =GARDEN 30’-0” VERTICAL
F.
F.
F.
F.
F.
F.
F.
F.
F.
F.
F.
F.
F.
F.
F.
F.
SMALL CLASSROOM GROUND LEVEL PLAN COMMERCIA
SCALE: 1” = 30’-0”
D.
D.
D.
C.
BROADWAY BLVD.
F.
D.
D.
D.
LOWER LEVEL 84’-0”
L ST.
.
OADWAY BLVD.
100’-0” GROUND LEVEL PLAN
E.
I.
F.
C.F.
F.
I.
F.
F.
F.
F.
F.
F.
B.
8” CONCRETE SLAB ON GRADE
A.
CONCRETE FOUNDATION F.
C.
A.
D.
D.
D.
B.
B.
I.
F.
F.
F. F. TIJERAS AVE. B.
F.
B.
F.
F.
F.
B.
A.
B.
GROUND LEVEL PLAN F.
C.
D.
D.
D.
SCALE: 1” = 30’-0”
A.
A.
A.
I.
A.
B.
A.
B. F.
F.
F.
F.
F.
F.
C.
F.
F.
D.
D.
D.
SECOND LEVEL PLAN
F.
I.
TIJERAS AVE.
SECOND SCALE: 1/32”LEVEL = 1’-0” PLAN
A.
A.SECOND EXHIBIT A. EXHIBIT LEVEL PLAN B. COLLABORATION SPACE B.SCALE: COLLABORATION SPACE 1/32”LEVEL = 1’-0” GROUND PLAN C. SCIENTIST OFFICES C. SCIENTIST 1” OFFICES = 30’-0” D.SCALE: CHEMISTRY LAB D. CHEMISTRY LAB E. SUPPORT E. SUPPORT F. LECTURE A. EXHIBIT G. WASTE & RECYCLE F. LECTURE B. COLLABORATION SPACE G. & RECYCLE C. WASTE SCIENTIST OFFICES
D. E. F. G.
B.
A.
CHEMISTRY LAB SUPPORT LECTURE WASTE & RECYCLE
F.
SECOND LEVEL PLAN
F.
LIGHT COOLING AVERAGE COOLING MAJOR COOLING
SCALE: 1/32” = 1’-0” A. B. C. D. E. F. G.
EXHIBIT COLLABORATION SPACE SECOND LEVEL PLAN SCIENTIST OFFICES SCALE: 1/32” = 1’-0” CHEMISTRY LAB SUPPORT A. EXHIBIT LECTURE B. COLLABORATION SPACE WASTE & RECYCLE C. SCIENTIST OFFICES
F.
C.
F.
F.
F.
F.
F.
F.
D.
D.
D.
I.
B. L.
COOLING COOLINGDISTRIBUTION DISTRIBUTION
M.
A.
N.
B.
G. J.
K.
A.
D. E. F. G.
A.
B.
SCALE: 1/32” = 1’-0”
L.
CHEMISTRY LAB SUPPORT LECTURE WASTE & RECYCLE
M.
N.
A.
O.
A.
G.
A.
J.
I.
B.
K.
A. E.
N.
A.
G. J.
I.
B.
A.
COOLING COOLINGDISTRIBUTION DISTRIBUTION
K.
E.
H.
SECOND LEVEL PLAN L.
M.
N.
L.
A. EXHIBIT B. COLLABORATION SPACE C. SCIENTIST OFFICES D. CHEMISTRY LAB E. SUPPORT GROUND LEVEL PLAN F. LECTURE SCALE: 1/32” = 1’-0” G. WASTE & RECYCLE H. I. J. K.
A.
O.
SCALE: 1/32” = 1’-0”
A.
M.
O.
LIGHT COOLING AVERAGE COOLING MAJOR COOLING A.
L.
H.
J.
N.
K.
A.
G.
E.
H.
J.
A.
K.
A.
ATMOSPHERIC SCIENCES VIZUALIZATION OFFICES RESOURCE CENTER COMPUTING LABORATORY
M.
I.
B.
G.
A.
O.
L. M. N. O.
MEETING ROOM RECORDS DEPARTMENT OFFICES MECHANICAL ROOM
I.
B.
A.
O. E.
H.
I.
B.
E.
H.
GROUND LEVEL PLAN
A.
SCALE: 1/32” = 1’-0”
S.
T.
H. I. J. K.
ATMOSPHERIC SCIENCES VIZUALIZATION OFFICES RESOURCE CENTER COMPUTING LABORATORY
L. M. N. O.
L.
MEETING ROOM RECORDS DEPARTMENT OFFICES G. J. MECHANICAL ROOM
A.
S.
N. D.
R. E.
X.
W.
R. C.
F.
GROUNDLEVEL LEVEL PLAN GROUND PLAN SCALE: 1/32” == 1’-0” SCALE: 1/32” 1’-0”
U.
U.
V.
K.
G.
X.
M.
A.
A.
A.
O. C. Q.
R.
H. I. J. K.
H. ATMOSPHERIC SCIENCES I. VIZUALIZATION OFFICES ATMOSPHERIC SCIENCES J. RESOURCE CENTER VIZUALIZATION OFFICES K. COMPUTING LABORATORY
L. M. N. O.
RESOURCE CENTER COMPUTING LABORATORY A.
GROUND LEVEL PLAN
I.
B. MEETING ROOM RECORDS L. MEETING ROOM DEPARTMENT OFFICES M. RECORDS MECHANICAL ROOM
N. O.
E.
H.
DEPARTMENT OFFICES MECHANICAL ROOM Q.
C.
E.
P.
P.
H. I. J. K.
F.
S.
T.
A.
A.
F.
D.
SCALE: 1/32” = 1’-0”
D.
R. E.
ATMOSPHERIC SCIENCES VIZUALIZATION OFFICES RESOURCE CENTER COMPUTING LABORATORY
L. M. N. O.
X.
W.
U.
V. AA
MEETING ROOM RECORDS X. DEPARTMENT OFFICES MECHANICAL ROOM
HORIZONTAL CIRCULATION PUBLIC SPACE LECTURE CLASSROOMS SCIENTIST OFFICES LABORATORIES
R. C.
F. D.
R. E.
X.
W.
S.
T.
B.
G.
B. U.
V.
R.
C.
B.
HORIZONTAL CIRCULATION PUBLIC SPACE LECTURE CLASSROOMS HORIZONTAL SCIENTIST OFFICES CIRCULATION LABORATORIES
B. B.
PUBLIC SPACE VERTICAL CIRCULATION LECTURE SERVICE AREAS CLASSROOMS SCIENTIST OFFICES LABORATORIES
SCALE: 1/32” = 1’-0” H. P.I. Q. J. R. K. S. T. U.
WARMER AREA TEMPERATE AREA COOLER AREA
G.
X.
GROUND LEVEL PLAN LOWER LEVEL PLAN SCALE: 1/32” = 1’-0”
AA
C.
F.
D.
L. MEETING ROOM V.M. ANATOMY PREP RECORDS W.N. BIOTECH DEPARTMENT OFFICES X.O. STOCK ROOM ROOM MECHANICAL Y. PREASSURE CHAMBER Z. BIOINFORMATICS AA C. COFEE SHOP
E.
SERVICE AREAS
PROGRAM DISTRIBUTION
W.
U.
V.
Q.
R.
G. P.
Q.
E.
PROGRAM DISTRIBUTION
C.
F. P.
S.
T.
A.
F. D.
A.
C.
E.
P.
P.
R.
C.
D.
A. F.
E.
D.
X.
W.
U.
V.
Q. R.
WARMER AREA TEMPERATE AREA COOLER AREA
HEAT HEATDISTRIBUTION DISTRIBUTION
G.
X.
E.
D.
SCALE: 1/32” = 1’-0” P. EARTH SCIENCE LAB P. Q. R. S. T. U.
Q. R.
W.
V.
B.
U.
R.
G.
C.
F.
C.
Q.
B.
E.
P.
P.
A.
VERTICAL CIRCULATION B.
B.
SERVICE AREAS F.
B.
C. Q.
HEAT HEATDISTRIBUTION DISTRIBUTION
BREAKROOM BIOLOGY LAB
EARTH SCIENCE S. BIOLOGY PREP LAB T. ZOOGY PREP A. BREAKROOM U. BOTANY PREP BIOLOGY LAB D. A. BIOLOGY PREP ZOOGY PREP D. BOTANY PREP
X.
HORIZONTAL CIRCULATION PUBLIC SPACE LECTURE CLASSROOMS SCIENTIST OFFICES LABORATORIES
B.
B. D. B.
AA
AA
S.
T.
Q.
X.
A.
LOWER LEVEL PLAN
SCALE: 1/32” = 1’-0” LOWER LEVEL PLAN
C.
F. R.
C.
PROGRAM DISTRIBUTION
X.
Q.
X.
VERTICAL CIRCULATION B.
SERVICE AREAS
A.
C.
ATMOSPHERIC SCIENCES EARTH SCIENCEOFFICES LAB VIZUALIZATION BREAKROOM RESOURCE CENTER BIOLOGY LABLABORATORY COMPUTING BIOLOGY PREP ZOOGY PREP BOTANY PREP A.
VERTICAL CIRCULATION
S.
T.
B.
Q.
R.
V. W. X. Y. Z. AA C.
ANATOMY PREP BIOTECH STOCK ROOM
V. ANATOMY PREP PREASSURE CHAMBER C. BIOINFORMATICS W. BIOTECH COFEE SHOP ROOM X. STOCK P. Y. PREASSURE CHAMBER Z. BIOINFORMATICS AA COFEE SHOP
Q.
AA
Q.
P.
E.
P.
PROGRAM DISTRIBUTION
A.
B. E.
P.
A.
F.
B. F.
AA AA
B.
B.
B. B.
B.
LOWER LEVEL PLAN SCALE: 1/32” = 1’-0”
VERTICAL CIRCULATION
B. B.
P. EARTH LAB LOWERSCIENCE LEVEL PLAN Q. BREAKROOM SCALE: 1/32” = 1’-0” R.LOWER BIOLOGY LAB PLAN LEVEL S.SCALE: BIOLOGY PREP P. EARTH LAB 1/32”SCIENCE = 1’-0” Q. BREAKROOM T. ZOOGY PREP R. BIOLOGY LAB U. BOTANY PREP S. BIOLOGY PREP P. Q. R. S. T. U.
EARTH SCIENCE LAB T. ZOOGY PREP U. BOTANY PREP BREAKROOM BIOLOGY LAB BIOLOGY PREP ZOOGY PREP BOTANY PREP
V. ANATOMY PREP W. BIOTECH X. STOCK ROOM ANATOMY PREP Y. PREASSURE CHAMBER BIOTECH Z. BIOINFORMATICS STOCK ROOM AA COFEE SHOP PREASSURE CHAMBER
V. W. X. Y. V. ANATOMY Z. BIOINFORMATICS AA COFEE W. SHOP BIOTECH
X. Y. Z. AA
PREP
STOCK ROOM PREASSURE CHAMBER BIOINFORMATICS COFEE SHOP
HORIZONTAL CIRCULATION PUBLIC SPACE B. LECTURE CLASSROOMS SCIENTIST OFFICES LABORATORIES
B.
SERVICE AREAS B.
PROGRAM DISTRIBUTION
EXTRUDED ALUMINUM CAP WEATHERSEAL INSULATED THERMOCHROMIC GLASS SYSTEM STRUCTURAL STEEL SUPPORT STEEL PLATE CONNECTION TO STRUCTURAL BEAM COLORED GLASS PLANEL ALUMINUM FRAME POWER OPERATED LOUVER SYSTEM STRUCTURAL BEAM
1”
3”
6”
HIGH TRANSMISSION STATE (CLEAR)
LOW TRANSMISSION STATE (DARKEN)
ELECTROLYTE
ELECTROLYTE
PASSIVE COUNTER ELECTRODE
PASSIVE COUNTER ELECTRODE
LIGHT AND SOLAR ENERGY TRANSMITED
LIGHT AND SOLAR ENERGY TRANSMITED
LITHIUM IONS
LITHIUM IONS
ACTIVE ELECTROCHROMATIC LAYER TRANSPARENT CONDUCTOR
ACTIVE ELECTROCHROMATIC LAYER TRANSPARENT CONDUCTOR
VOLTAGE SOURCE
STAINLESS STEEL SEAMDRAINAGE GRILLE OUTDOOR CONCRETE FLOOR TILE WATERPROOFING FIXED TO CONCRETE SLAB
CONCRETE SLAB
4” DRAIN PIPE
0”
2”
6”
SECTION PERSPECTIVE 0’
5’
10’
20’
VOLTAGE SOURCE
EXTRUDED ALUMINUM CAP WEATHERSEAL INSULATED THERMOCHROMIC GLASS SYSTEM STRUCTURAL STEEL SUPPORT STEEL PLATE CONNECTION TO STRUCTURAL BEAM
HIGH TRANSMISSION STATE (CLEAR)
LOW TRANSMISSION STATE (DARKE
COLORED GLASS PLANEL ALUMINUM FRAME
ELECTROLYTE
ELECTROLYTE
PASSIVE COUNTER ELECTRODE
PASSIVE COUNTER ELECTRODE
LIGHT AND SOLAR ENERGY TRANSMITED
LIGHT AND SOLAR ENERGY TRANSMITED
POWER OPERATED LOUVER SYSTEM STRUCTURAL BEAM
EXTRUDED ALUMINUM CAP WEATHERSEAL INSULATED THERMOCHROMIC GLASS SYSTEM 1”
3”
6”
STRUCTURAL STEEL SUPPORT STEEL PLATE CONNECTION TO STRUCTURAL BEAM
LITHIUM IONS
LITHIUM IONS
ACTIVE ELECTROCHROMATIC LAYER TRANSPARENT CONDUCTOR
ACTIVE ELECTROCHROMATIC LAYER TRANSPARENT CONDUCTOR
VOLTAGE SOURCE
COLORED GLASS PLANEL ALUMINUM FRAME
HIGH TRANSMISSION STATE (CLEAR)
VOLT
LOW TRANSMISSION STATE (DARKEN)
POWER OPERATED LOUVER SYSTEM STRUCTURAL BEAM
ELECTROLYTE
ELECTROLYTE
PASSIVE COUNTER ELECTRODE
PASSIVE COUNTER ELECTRODE STAINLESS STEEL SEAMDRAINAGE GRILLE
LIGHT AND SOLAR ENERGY TRANSMITED
LIGHT AND SOLAR
OUTDOOR CONCRETE ENERGY TRANSMITED FLOOR TILE WATERPROOFING FIXED TO CONCRETE SLAB LITHIUM
LITHIUM IONS
1”
3”
ACTIVE ELECTROCHROMATIC LAYER TRANSPARENT CONDUCTOR
6”
LOUVER SYSTEM DETAIL
IONS
ACTIVE ELECTROCHROMATIC LAYER TRANSPARENT CONDUCTOR CONCRETE SLAB
4” DRAIN PIPE
VOLTAGE SOURCE
VOLTAGE SOURCE
0”
OUTDOOR CONCRETE FLOOR TILE
LOW TRANSMISSION STATE (DARKEN) WATERPROOFING FIXED
MECHANICAL EQUIPMENT
TO CONCRETE SLAB
BROADWAY BLVD.
ELECTROLYTE
ELECTROLYTE
CONCRETE SLAB
PASSIVE COUNTER ELECTRODE
PASSIVE COUNTER ELECTRODE
4” DRAIN PIPE
LIGHTING
POWER OPERATED LOUVER SYSTEM TINTED SKYLIGHT SYSTEM 0”
LIGHT AND SOLAR ENERGY TRANSMITED
LIGHT AND SOLAR ENERGY TRANSMITED
LITHIUM IONS
LITHIUM IONS
ACTIVE ELECTROCHROMATIC LAYER TRANSPARENT CONDUCTOR
ACTIVE ELECTROCHROMATIC LAYER TRANSPARENT CONDUCTOR
2”
6”
OBSERVATION WINDOW BIOLOGY WET LABORATORY
UPPER LEVEL 115’-0” SECTION PERSPECTIVE
W18X40 WIDE FLANGE
0’
VOLTAGE SOURCE
6”
TOP OF ROOF 130’-0”
STAINLESS STEEL SEAMDRAINAGE GRILLE
HIGH TRANSMISSION STATE (CLEAR)
2”
5’
VOLTAGE SOURCE
10’
20’
14” STRUCTURAL SQUARED TUBE COLUMN
CIRCULATION CORRIDOR
SOUTH ELEVATION 0’
SECTION PERSPECTIVE
STAINLESS STEEL SEAMDRAINAGE GRILLE
0’
OUTDOOR CONCRETE FLOOR TILE
5’
10’
15’
20’
30’
LONGITUDINAL SECTION 0’
15’
30’
60’
GROUND LEVEL 100’-0”
60’
WATERPROOFING FIXED TO CONCRETE SLAB
CONCRETE SLAB LONGITUDINAL SECTION
4” DRAIN PIPE
SOUTH ELEVATION 0’
0”
2”
15’
30’
0’
LONGITUDINAL SECTION 0’
15’
30’
60’
15’
LONGITUDINAL SECTION
VERTICAL GARDEN 0’ 30’
15’ 60’
60’
SMALL CLASSROOM
6” LOWER LEVEL 84’-0”
8” CONCRETE SLAB ON GRADE CONCRETE FOUNDATION
DETAILED SECTION AT ATRIUM NOT TO SCALE
LONGITUDINAL SECTION
LONGITUDINAL SECTION
0’
0’
15’
30’
15’ 60’
30’
60’
30’
60’
STAINLESS STEEL SEAMDRAINAGE GRILLE
LOWER LEVEL 84’-0”
OUTDOOR CONCRETE FLOOR TILE
8” CONCRETE SLAB ON GRADE
WATERPROOFING STAINLESS STEEL FIXED TO CONCRETE SEAMDRAINAGE GRILLE SLAB F.
CONCRETE FOUNDATION
OUTDOOR CONCRETE FLOOR TILE WATERPROOFING FIXED AASLAB TO CONCRETE CONCRETE SLAB
HORIZONTAL CIRCULATION PUBLIC SPACE LECTURE CLASSROOMS SCIENTIST OFFICES LABORATORIES
B.
4” DRAIN PIPE
B.
CONCRETE SLAB 0” B.
2”
6”
VERTICAL CIRCULATION
4” DRAIN PIPE
WARMER AREA 2” 6” TEMPERATE AREA WARMER AREA COOLER AREA
0”
TEMPERATE AREA COOLER AREA
HORIZONTAL CIRCULATION PUBLIC SPACE EXTRUDED ALUMINUM CAP WEATHERSEAL LECTURE CLASSROOMS INSULATED THERMOCHROMIC SCIENTIST OFFICES GLASS SYSTEM LABORATORIES
WARMER AREA TEMPERATE AREA COOLER AREA
SERVICE AREAS
B.
PROGRAM DISTRIBUTION
HEAT HEATDISTRIBUTION DISTRIBUTION
HEAT HEATDISTRIBUTION DISTRIBUTION
HEAT HEATDISTRIBUTION DISTRIBUTION
STRUCTURAL STEEL
SUPPORT VERTICAL CIRCULATION
WARMER AREA TEMPERATE AREA COOLER AREA
SERVICE AREAS
STEEL PLATE CONNECTION TO STRUCTURAL BEAM A.
COLORED GLASS PLANEL ALUMINUM FRAME POWER OPERATED LOUVER SYSTEM
STRUCTURAL BEAM PROGRAM DISTRIBUTION
HEAT HEATDISTRIBUTION DISTRIBUTION LIGHT COOLING
WARMER AREA LIGHT COOLING 1” 3”AVERAGE COOLING 6” TEMPERATE AREA AVERAGE COOLING COOLER AREA MAJOR COOLING
LIGHT COOLING AVERAGE COOLING MAJOR COOLING
COOLING COOLINGDISTRIBUTION DISTRIBUTION
MAJOR COOLING
COOLING COOLING DISTRIBUTION DISTRIBUTION COOLING DISTRIBUTION COOLING DISTRIBUTION
SECTION PERSPECTIVE
HEATDISTRIBUTION DISTRIBUTION 20’ 5’HEAT 10’
0’
SECTION PERSPECTIVE
HIGH TRANSMISSION STATE (CLEAR)
0’
5’
A.
LIGHT COOLING AVERAGE COOLING MAJOR COOLING
LOW TRANSMISSION STATE (DARKEN)
10’
20’
ELECTROLYTE
ELECTROLYTE
PASSIVE COUNTER ELECTRODE
PASSIVE COUNTER ELECTRODE
LIGHT AND SOLAR ENERGY TRANSMITED
LIGHT AND SOLAR ENERGY TRANSMITED
LIGHT COOLING COOLING LONGITUDINAL SECTION SOUTH ELEVATION LITHIUM IONS AVERAGE 0’ 15’ 30’ MAJOR COOLING 0’ 15’ ACTIVE 30’ 60’ ELECTROCHROMATIC LAYER TRANSPARENT CONDUCTOR COOLING COOLING DISTRIBUTION DISTRIBUTION
COOLING COOLINGDISTRIBUTION DISTRIBUTION
LITHIUM IONS
ACTIVE BUILDING ELEVATION ELECTROCHROMATIC LAYER 60’
NOT TO SCALE
T.
TRANSPARENT CONDUCTOR
S.
SOUTH ELEVATION 0’
U.
15’
LONGITUDINAL SECTION
VOLTAGE SOURCE 15’ 30’ 60’
0’
30’
VOLTAGE SOURCE
60’
R.
STAINLESS STEEL SEAMDRAINAGE GRILLE LONGITUDINAL OUTDOOR CONCRETE 0’FLOOR15’ TILE
SECTION
LONGITUDINAL SECTION 0’
30’
15’ 60’
30’
60’
WATERPROOFING FIXED TO CONCRETE SLAB
F.
LONGITUDINAL SECTION CONCRETE SLAB
0’
15’
30’
LONGITUDINAL SECTION
LONGITUDINAL SECTION60’ 0’ 15’ 60’ 30’
AA
4” DRAIN PIPE
0”
2”
6”
HORIZONTAL CIRCULATION PUBLIC SPACE LECTURE CLASSROOMS SCIENTIST OFFICES LABORATORIES VERTICAL CIRCULATION
B.
WARMER AREA TEMPERATE AREA COOLER AREAPROGRAM
NTAL CIRCULATION SPACE E CLASSROOMS ST OFFICES TORIES
DISTRIBUTION
HEAT HEATDISTRIBUTION DISTRIBUTION
HEAT HEATDISTRIBUTION DISTRIBUTION WARMER AREA TEMPERATE AREA COOLER AREA
L CIRCULATION AREAS
DISTRIBUTION
HEAT HEATDISTRIBUTION DISTRIBUTION WARMER AREA TEMPERATE AREA COOLER AREA
HEAT HEATDISTRIBUTION DISTRIBUTION SECTION PERSPECTIVE 0’
WARMER AREA TEMPERATE AREA COOLER AREA
SERVICE AREAS
B.
5’
10’
SECTION PERSPECTIVE 20’
WARMER AREA TEMPERATE AREA COOLER AREA
HEAT HEATDISTRIBUTION DISTRIBUTION
ATION PLAN 1'-0"
B
C
D
E
F
72' - 0" 10' - 0"
12' - 6"
13' - 6"
18' - 0"
18' - 0"
1 6' - 6"
1
28' - 6"
2
45' - 0"
2
3 10' - 0"
3
4
4
STEEL BEAM W8X36
WIDE FLANGE W12X36
A
B 12' - 0"
0'
C 12' - 6"
HOLLOW SQUARE 6' COLUMN HS8X8X1/4
2'
D 76' - 6" 13' - 6"
3" METAL DECK TO 12' SUPPORT ROOF
E 18' - 0"
F 18' - 0"
2' - 6"
1 6' - 6"
1
2
28' - 6"
2
45' - 0"
NG PLAN = 1'-0"
A
ELIXIR 3
3
EVOLO COMPETITION BUILDING PROTOTYPE FOR EMERGENCIES 4 2" REINFORCED STRIP FOOTING
0' 2' 6' 12' 1/2" STAINLESS STEEL BARS 48"x48"x18" ANCHORED TO THE GROUNG CONCRETE FOOTING STEEL SQUARE STRUCTURAL CAST IN PLACE CONCRETE COLUMN HS8X8/1/4" FOUNDATION WALL
4
STATE OF READINESS:
EARTHQUAKES
It is been more than a decade since sustainability targeting climate change has started to drive politics, economics, and even design. It is a problem that affects us all. The effect of climatic problems in the world is manifested in extreme temperatures, extinction of species and ecosystems, as well as more devastating natural disasters. Between all forms of devastation from natural events, earthquakes
are usually the most devastating and challenging to prognosticate. Cases like the earthquake in Haiti in 2010, Japan 2011, and most recently the 2015 earthquake in Mexico left massive social, economic and infrastructural challenges to overcome, but even more, striking thousands of fatalities that could have been prevented.
MAP OF DETECTABLE EARTHQUAKES 1990 - 2017
CLASSIFICATION OF MOVEMENT & DAMAGE
Not felt
1.0
Vibration Detected
2.0
3.0
Light Damage
4.0
5.0
Crack in Buildings
6.0
Buildings Collapse
7.0
8.0
Devastation & Deaths
9.0
ESTIMATED RECOVERY TIMELINE
Relief phase: 2 to 6 Months
Recovery phase: 12 Months
Rehabilitation phase: 12 to 24 Months
POTENTIAL NUMBER OF PEOPLE AFFECTED BY EARTHQUAKE
CITIES SUSCEPTIBLE TO NATURAL DISASTERS, SPECIALLY THE UNPREDICTABLE ONES, ARE NOT READY TO RESPOND
TOKYO, JAPAN 37 MILLION LOS, ANGELES CALIFORNIA 12.5 MILLION BUCARAMANGA, COLOMBIA 1.200,000
10.0
QUANTIFICATION OF RESOURCES IN THE EVENT OF A NATURAL DISASTER
8’-6” 1,360 ft3
20’-0”
8’-0”
42.5 ft
PERSPECTIVE ASSISTING 250,000 PEOPLE FOR 1 DAY REQUIRES....
Temporary Shelter Items Beds & Blankets 1 SC = 430 cots 1SC = 2,720 Blankets 1200 SC = Assist 250,000
Medical Supplies & Medicines 100,000 Lbs Medical & Surgical Supplies 6,200.000 Daily Doses of medication Could benefit approx. 200,000 people
Potable Water 1 SC = 43,470 Bottles of water 300 SC = Assist 250,000 / 1 day 300 SC = Assist 100,000 / 5 days
HEALTH
Understanding the locations, causes, and effects of earthquakes is just the beginning, not to stop them from happening, but to predict them and take action ahead of time to save lives. Countries and institutions reserve millions to help their people in the event of a disaster, but very few invest them to create visible solutions. The time in which money becomes actual help can take many forms and uses but most aggravating it takes time. A time that cost many lives. Being ready to serve is also part of mitigating damages. A facility that could perform as shelter, storage, the medical and scientific location has the potential to be exponentially more effective in rapid assistance that the traditional external aid. Additionally, it can mitigate the burden of intensive operations that could increase unnecessary logistical chaos.
Food 1 SC = 48 Cases of food (576 Meals) 68 SC = Assist 1.000.000 / 1 day 68 SC = Assist 200.000 / 5 days
FOOD
WATER LOGISTICS & TRANSPORTATION EDUCATION SHELTER
PROTECTION
PASSIVE MODE No emergency
INFORMATION CENTER
PARK
RECEIVING CRANE
NORTH BRANCH
+VEHICULAR ACCESS +RECEIVING CRANE +EFFECTIVE RECEIVING PROCESS +REDISTRIBUTION OF RESOURCES AT HIGHER LEVELS
VERTICAL CIRCULATION CORE EAST BRANCH
WEST BRANCH
+PEDESTRIAN ACCESS +INFORMATION POINT +UPPER LEVEL HOSPITAL
MAIN LEVEL PLAN NOT TO SCALE
+VEHICULAR EXIT +RECEIVING CRANE +TEMPORARY PARKING
EMERGENCY MODE Magnitude 8 Richter and/or other desaster
MEDICAL FACILITY
TEMPORARY LIVING
HOSPITAL ENTRY
STRUCTURAL CORE
EXPANSION JOINTS INSULATED GLAZING
EXPANSION CONTROL SYSTEMS
WEST BRANCH
+LOGISTICS OVERFLOW AREA - Emergency Housing - Emergency Vehicles Parking - Rapid Medical care - Park
LIGHTWEIGHT CAST-IN PLACE CONCRETE SLAB
STRUCTURAL CORES RETAINING AND ISOLATING PERIMETER WALL
ROLLING SUPPORT SYSTEM
STRUCTURAL CORE
TENSION-COMPRESSION STEEL BRACING SIMPLE/FRICTION SYSTEM MOVEMENT CONTROL
MAIN LEVEL PLAN NOT TO SCALE
EARTHQUAKE SCALE BUILDING RESPONSE TO MOVEMENT
2.0 - 3.0 FELT BY FEW PEOPLE
Program 40% 25% 20% 15%
Shelter Health Provisions Storage Education & Logistics
3.0 - 4.0 CEILING LIGHTS SWING
4.0 - 5.0 WALLS CRACK
STRUCTURE The building features 6 independent structural cores located around the perimeter of the building. The structural members rest in base isolators that allow the structure movement reduction.
5.0 - 6.0 FURNITURE MOVES SUB-STRUCTURE The substructure responds to the dynamic building form and includes seismic dampers that allow for structural members to expand and contract as necessary while maintaining structural integrity and ductility of the building.
6.0 - 7.0 SOME BUILDINGS COLLAPSE
7.0 - 8.0 MANY BUILDINGS ARE DESTROYED
8.0 or GREATER TOTAL OR PARTIAL DESTRUCTION OF BUILDINGS, BRIDGES AND ROADS.
BUILDING ENVELOP Solid and perforated aluminum cladding systems wrap the building at strategic areas, regulating light and temperature swings.
MOVEMENT REGULATION The tower implements modular steel expansion joins at each one of the structural cores. Additionally, slab to structure connections includes friction rolling systems and dampers that accommodate horizontal movements.
CONCRETE SLAB & FINISH FLOOR
HORIZONTAL STRUCTURAL FRAMING
CURTAIN WALL MULLION
VERTIICAL STRUCTURAL FRAMING DIAGONALLY BRACED STEEL COLUMNS
ALUMINUM CLADDING SYSTEM
EXPLODED AXONOMETRIC NOT TO SCALE
INSULATED CURTAIN WALL SYSTEM
STRUCTURE HOST
CONTROL JOINT
ALUMINUM CLADDING SYSTEM
DETAIL LOCATION
ELIXIR
“By failing to prepare, you are preparing to fail.” ~ Benjamin Franklin
and reserve millions to help their people in the event of a It is been more than a decade since sustainability targeting climate change Countries has started to institutions drive butproblems very few invest them to create visible solutions. The time in which politics, economics, and design. It is a problem that affects us all. The effect disaster, of climatic becomes in the world is manifested in extreme temperatures, extinction of species andmoney ecosystems, asactual well help can take many forms and uses but most aggravating it takes time. A time that cost many lives. as more devastating natural disasters.
ready serve is also part of mitigating damages. A facility that could Between all forms of devastation from natural events, earthquakes areBeing usually the tomost as shelter, devastating and challenging to prognosticate. Cases like the earthquake in perform Haiti in 2010, Japanstorage, the medical and scientific location has the potential to be exponentially 2011, and most recently the 2015 earthquake in Mexico left massive social, economic and more effective in rapid assistance that the traditional aid. Additionally, it can mitigate the burden of intensive operations that infrastructural challenges to overcome, but even more, striking thousands ofexternal fatalities that could could increase unnecessary logistical chaos. have been prevented. Understanding the locations, causes, and effects of earthquakes is just the beginning, not to stop them from happening, but to take action ahead of time to save lives and minimize the destructive and traumatic social impact.
MAP OF DETECTABLE EARTHQUAKES 1990 - 2017
INFORMATION CENTER
PARK
CLASSIFICATION OF MOVEMENT & DAMAGE
Not felt
Vibration Detected
1.0
2.0
3.0
Light Damage
4.0
5.0
6.0
Crack in Buildings
7.0
Buildings Collapse
Devastation & Deaths
8.0
9.0
10.0
QUANTIFICATION OF RESOURCES IN THE EVENT OF A NATURAL DISASTER TOKYO, JAPAN 37 MILLION
8’-6” 1,360 3ft
20’-0” 42.5 ft
PERSPECTIVE
RECEIVING CRANE
LOS, ANGELES CALIFORNIA 12.5 MILLION
8’-0”
ASSISTING 250,000 PEOPLE FOR 1 DAY REQUIRES....
BUCARAMANGA, COLOMBIA 1.200,000
Relief phase: Recovery phase: 2 to 6 Months 12 Months
Rehabilitation phase: 12 to 24 Months NORTH BRANCH
+VEHICULAR ACCESS +RECEIVING CRANE +EFFECTIVE RECEIVING PROCESS +REDISTRIBUTION OF RESOURCES AT HIGHER LEVELS
VERTICAL CIRCULATION CORE
WEST BRANCH
+PEDESTRIAN ACCESS +INFORMATION POINT +UPPER LEVEL HOSPITAL
Temporary Shelter Items Beds & Blankets 1 SC = 430 cots 1SC = 2,720 Blankets 600 SC = Assist 250,000
Medical Supplies & Medicines 100,000 Lbs Medical & Surgical Supplies 6,200.000 Daily Doses of medication Could benefit approx. 200,000 people
Potable Water 1 SC = 43,470 Bottles of water 75 SC = Assist 250,000 / 1 day 75 SC = Assist 50,000 / 5 days
EAST BRANCH
+VEHICULAR EXIT +RECEIVING CRANE +TEMPORARY PARKING
Food 1 SC = 43,470 Bottles of water 75 SC = Assist 250,000 / 1 day 75 SC = Assist 50,000 / 5 days
MAIN LEVEL PLAN NOT TO SCALE
RECESSED LIGHTING LAY-IN CEILING
STEEL ANGLE PLATES CURTAIN WALL MULLION INSULATED CURTAIN WALL SYSTEM DIAGONALLY BRACED STEEL COLUMNS STEEL ANGLE FINISH FLOOR 8” LIGHTWEIGHT CONCRETE SLAB 3” RIBBED FLOOR DECKING
18K6 OPEN-WEB JOIST 4’ O.C. SYNTHETIC RUBBER BEARING PAD STEEL GIRDER STEEL LEDGE
WALL SECTION SCALE: 1/4” = 1’-0”
ALUMINUM CLADDING PLYWOOD BACKING STEEL STUD WALL STEEL CONNECTING PLATES
SETBACK
0'
T.O. ROOF
ATION - WEST F.F. LEVEL = 1'-0"
2'
6'
12'
17' - 0"
CORNELL BIKE SHOP
BIKE REPAIR SHOP AT THE UNIVERSITY OF NEW MEXICO ALBUQUERQUE | NEW MEXICO 3,240 SF 0' - 0"
0'
1'
3'
6'
CORNELL BIKE SHOP CORNELL BIKE SHOP
F.F.
STANDING SEAM ZINC SHEET FIXED WITH CLIPS THROUH INSULATION
DIANA DURAN WATER PROOFING
A1 A105
METAL FASCIA
SECTION 1/8" = 1'-0"
ADDRESS| 114 CORNELL DIANA DURANDR SE ALBUQUERQUE, NM, 87106 MATERIAL| 20 MM STAINLESS STEEL CABLES,ADDRESS| TYP. STEEL WELDED AT PRIMARY STRUCTURE 114 CORNELL DR SE ALBUQUERQUE, NM, 87106 MATERIAL| INSULATED E -GLASS CURTAIN WALL STEEL 4" RIGID INSULATION
VAPOR BARRIER 22 GAUGE STEEL DECK
0'
1'
3'
6'
5' - 0" 50' - 0"
E1
SETBACK
WIDE FLANGE W12X26 5' - 0" 50' - 0"
PLYWOOD SHEETING
SETBACK
METAL CLADDING WATER PROOFING PLYWOOD SHEETING
6" METAL STUDS WITH BATT INSULATION IN BETWEEN PLYWOOD SHEETING VAPOR BARRIER
VAPOR BARRIER
5/8" GYP. BOARD WITH PAINT
POLISH CONCRETE 6" OF CAST -IN -PLACE REINFORCED CONCRETE
4" OF RIDIGID INSULATION WATER PROOFING
F2
GRANULAR FILL REINFORCED STRIP FOOTING 4" FOOTING DRAIN PIPE
C1 F2 A105
EARTH
CONCRETE FOOTING PRECEDENT STUDY |
SITE PLAN 1/16" = 1'-0"
SITE PLAN 1/16"T.O.=ROOF 1'-0"17' - 0"
T.O. ROOF
17' - 0"
T.O. ROOF
17' - 0"
T.O. ROOF
17' - 0"
F.F. LEVEL
0' - 0"
GEORGE POMPIDOU CENTER, PARIS FRANCE BY RENZO PIANO C1 A105
D1 SECTION PERSPECTIVE 12" = 1'-0"
SECTION PERSPECTIVE STANDING SEAM ZINC SHEET
NOT TO SCALE
STANDING SEAM ZINC SHEET
DAMP PROOFING
STANDING SEAM ZINC PLYWOOD SHEET SHEATING FIXED WITH CLIPS THROUH INSULATION
2" RIGID INSULATION
PLYWOOD SHEETING
METAL FLASHING STANDING SEAM ZINC
4"FIXED RIGIDWITH INSULATION CLIPS WIDE FLANGE BEAMSHEET W12X26 THROUH INSULATION VAPOR BARRIER FASCIA 22 GAUGEMETAL STEEL DECK WATER PROOFING 20 MM STAINLESS PLYWOOD SHEETING STEEL CABLES, TYP. WELDED PRIMARY 4" RIGID AT INSULATION STRUCTURE VAPOR BARRIER 22 GAUGE STEEL DECK INSULATED E -GLASS 20 MM STAINLESS CURTAIN WALL WELDED AT PRIMARY 6" METAL STUD STRUCTURE
STEEL CABLES, TYP. 6" BATT INSULATION
3/4" PLYWOOD SHEATHING VAPOR BARRIER 4" RIGID INSULATION
INSULATED E -GLASS POLISH CONCRETE VAPOR BARRIERCURTAIN WALL 6" OF CAST -IN -PLACE 3/4" PLYWOOD SHEATHING REINFORCED CONCRETE
1/4" GYPSUM 4" OFBOARD RIDIGID INSULATION METAL DROPPED DOWN WATER PROOFING VAPOR BARRIER ACOUSTIC CEILING
0' - 0"
F.F. LEVEL
0' - 0" E2
A1 A105
PLYWOOD SHEATHING
METAL FASCIA
1-1/2" METAL DECKING WATER PROOFING WIDE FLANGE BEAM W12X22
F.F. LEVEL
DAMP PROOFING
E1
SECTION 1/8" = 1'-0"
2" RIGID INSULATION F.F. LEVEL
1-1/2" METAL DECKING 0' W12X26 1' WIDE FLANGE
METAL FLASHING
3'
6'
0' - 0"
A1 A105
E2 WIDE FLANGE W12X26
METAL CLADDING WATER PROOFING PLYWOOD SHEETING WIDE FLANGE W12X26 6" METAL STUDS WITH BATT INSULATION IN BETWEEN
PLYWOOD SHEETING VAPOR BARRIER 5/8" GYP. BOARD WITH PAINT METAL CLADDING WATER PROOFING PLYWOOD SHEETING
6" METAL STUDS WITH BATT INSULATION IN BETWEEN PLYWOOD SHEETING VAPOR BARRIER 5/8" GYP. BOARD WITH PAINT
D2
T.O. ROOF
17' - 0" 1/8" / 1'-0"
ATION - SOUTH 6" = 1'-0"
F.F. LEVEL
0' - 0"
0'
2'
6'
12'
INTERIOR SHOP VIEW A
B
C
D
E
F
72' - 0" 10' - 0"
12' - 6"
13' - 6"
18' - 0"
18' - 0"
1 6' - 6"
1
2
2
28' - 6"
45' - 0"
110 RESTROOM 82 SF
101 REPAIR SHOP 1303 SF
111
112
OFFICE 113 SF
MECHANICAL 166 SF
3 10' - 6"
3
4
VEL FLOOR PLAN = 1'-0"
4
A
FLOOR PLAN NOT TO SCALE
B
C
D
0'
2'
E
6'
12'
F
4" FOOTING DRAIN PIPE 4" OF RIDIGID INSULATION EARTHTO ROOF CONNECTION1 WATER PROOFING WALL
C1
GRANULAR FILL 1 1/2" REINFORCED CONCRETE FOOTING STRIP FOOTING
= 1'-0"
4" FOOTING 1/4" GYPSUM BOARD DRAIN PIPE
D1 SECTION PERSPECTIVE 12" = 1'-0"
EARTH
3/4" PLYWOOD SHEATHING
D2 1/4" METAL CLADDING FACADE AIR GAP DAMP PROOFING 1" PLYWOOD SHEATHING 6" METAL STUDS 6" BATT INSULATION
1
VAPOR BARRIER
CONCRETE FOOTING
6" C -CHANNEL 6" C -CHANNEL
4" RIGID INSULATION
STANDING SEAM ZINC SHEET
3/4" PLYWOOD SHEATHING
DAMP PROOFING
PLYWOOD SHEATING WOOD BLOCKING
WOOD BLOCKING
2" RIGID INSULATION
METAL FLASHING WIDE FLANGE BEAM W12X26
DAMP PROOFING
1
A3 A101
PLYWOOD SHEATHING
SEALANT FLASHING
1-1/2" METAL DECKING WIDE FLANGE BEAM W12X22
2
STANDING SEAM ZINC SHEET
2" RIGID INSULATION
FIXED ALUMINIM WINDOW FRAME
1-1/2" METAL DECKING
LOW -E WINDOW GLAZING
WIDE FLANGE W12X26
STEEL SQUARE STRUCTURAL COLUMNSH 8X8X1/4
A3
2
3
A101
METAL FLASHING
4
2" POLISHED CONCRETE FINISH 6" SEALED CONCRETE. REINFORCED SLAB ON GRADRE
3
4" RIGID INSULATION SEALANT 2" POLISHED CONCRETE FINISH 6" SEALED CONCRETE. SLAB ON GRADE
6" BATT INSULATION
METAL CAP
6" METAL STUD
4" RIGID INSULATION 3/4" PLYWOOD SHEATHING VAPOR BARRIER
DAMP PROOFING
4
4" GRANULATED INDFILL
C2 F. 1
4" RIGID INSULATION
VAPOR BARRIER 3/4" PLYWOOD SHEATHING
EARTH 4" PVC DRAINAGE PIPE 3/4" DRAINAGE MAT
1/4" GYPSUM BOARD
4" RIGID INSULATION DAMP PROOFING
METAL DROPPED DOWN ACOUSTIC CEILING
4" GRANULATED INFILL EARTH
WALL TO ROOF CONNECTION NOT TO SCALE
1
ALL TO ROOF C
1/4" GYPSUM BOARD 3/4" PLYWOOD FOUNDATION SHEATHING
A1
VAPOR BARRIER 1 1/2" =
2
1/4" METAL CLADDING FACADE AIR GAP DAMP PROOFING 1" PLYWOOD SHEATHING
1'-0"
TO WALL1
6" METAL STUDS 6" BATT INSULATION 6" C -CHANNEL 6" C -CHANNEL
4" RIGID INSULATION 3/4" PLYWOOD SHEATHING WOOD BLOCKING
ST
3
WOOD BLOCKING
B2
SEALANT FLASHING FIXED ALUMINIM WINDOW FRAME
FR 4 1
ST
LOW -E WINDOW GLAZING STEEL SQUARE STRUCTURAL COLUMNSH 8X8X1/4
2" POLISHED CONCRETE FINISH 6" SEALED CONCRETE. REINFORCED SLAB ON GRADRE
4" RIGID INSULATION SEALANT 2" POLISHED CONCRETE FINISH 6" SEALED CONCRETE. SLAB ON GRADE
METAL CAP 4" RIGID INSULATION VAPOR BARRIER
DAMP PROOFING 4" GRANULATED INDFILL
1
2
EARTH 4" PVC DRAINAGE PIPE 3/4" DRAINAGE MAT
4" RIGID INSULATION DAMP PROOFING 4" GRANULATED INFILL EARTH
3
2" R
A1
FOUNDATION TO WALL1 1 1/2" = 1'-0"
A2
FO 4 1/1
2" R
A1
FOUNDATION TO WALL1 1 1/2" = 1'-0"
FOUNDATION TO WALL NOT TO SCALE
A2
FOU 1/1
C O M P E T I T I O N S
REVOLVING IDENTITIES UNDERGROUND BATH HOUSE
TEAM MEMBERS Diana Duran + Cesar Vargas
Expected Growth North Korea
South Korea
North Korea South Korea
DMZ Division
Forests
Grassland Fields
REVOLVING IDENTITIES A simple geometry with extensive meanings inspires the design of the bathhouse. The taegeuk is a symbol tied to the Korea culture. It is formed by two spiraling identities that represent equality, balance and the continuous cycle of life. This duality is expressed by the two entries facing East and West. Onr entry represents the warm experiences and the other the cold. The revolving circulation creates interior spaces that evoke perpetual motion where the two identities meet in a shared pool and come together as one. It is till you are in the shared pool, where you realize that you have only experience half of the journey...
SKYBRIDGE DESIGN COMPETITION
ALBUQUERQUE IS RICH IN CULTURE AND TRADITIONS. THIS BRIDGE REINFORCE THE CONTEMPORARY SIDE OF A GROWING CITY. ALBUQUERQUE IS RECOGNIZED AS ONE OF THE MOST CULTURALLY DIVERSE CITIES IN THE UNITED STATES. IT IS FULL OF COUNTLESS TRADITIONS AND CUSTOMS THAT PASSED OVER GENERATIONS, MAKING THEM PART OF THE UNIQUE TAPESTRY THAT IS THEIR PEOPLE. THE TEXTURE BRIDGE PANELS DRAW FROM TRADITIONAL PATTERNS AND DESIGNS ORIGINATED FROM POTTERY. THIS DESIGN WELCOMES LOCALS AND VISITORS TO ROUTE 66 AND NEW MEXICO.
PANEL ELEVATION STRUCTURAL FRAME AS NEEDED
HOTEL VIEW | RENDER
INTERIOR RENDER
SECTION | LIGHTING DIANA DURAN | TANIA NEVAREZ
SKY-BRIDGE COMPETITION
ALBUQUERQUE | NEW MEXICO BRIDGE PANEL DESIGN CONNECTING PRESBYTERIAN HOSPITAL WITH HOTEL ACROSS ROUTE 66 2ND PLACE TEAM MEMBERS Tania Nevarez + Diana Duran
SECTION
A
B
C
D
E
F
PANELS J-A HAVE A CUT ANGLE OF 2° PANELS K-M HAVE A CUT ANGLES OF 1.5° ADDITIONAL STRUCTURAL FRAMING AS NEEDED
OVERALL PANEL ELEVATION NOT TO SCALE
G
H
I
J
K
L
M
N
FELIX CANDELA COMPETITION CASA AGAVE TEQUILA & MEZCAL MUSEUM 2020
TEAM MEMBERS Tania Nevarez + Diana Duran + KeVaughn Harding
PROFESSIONAL WORK
THE CLASSICAL ACADEMY COLORADO SPRINGS | COLORADO 27,000 SF ADDITION | GYMNASIUM AND BAND ROOMS $7,500.000
INVOLVEMENT DESIGN DEVELOPMENT, CONSTRUCTION DOCUMENTS
MONTE DEL SOL CHARTER SCHOOL SANTA FE | NEW MEXICO 20,000 SF ADDITION FEASIBILITY STUDY
INVOLVEMENT PROGRAMMING, CODE ANALYSIS
MULTI-COMPLEX MASTER PLAN WELLNESS CENTER & JUDICIAL COMPLEX TAOS PUEBLO | NEW MEXICO $40,000.000 MULTI-COMPLEX ON-GOING PROJECT
INVOLVEMENT DESIGN DEVELOPMENT, CONSTRUCTION DOCUMENTS
OVERALL SITE PLAN
UPPER LEVEL PLAN NOT TO SCALE
ACTIVITY AREAS ADMINISTRATION MEN WOMEN CIRCULATION SERVICE
GROUND LEVEL PLAN NOT TO SCALE
RECEPTION AREA
OFFICE AND GYMNASIUM CORRIDOR
GYMNASIUM AND ELEVATED RUNNING TRACK
SECTION PERSPECTIVE
ELEVATE DOWNTOWN ALBUQUERQUE | NEW MEXICO MIX-USE | 144 RESIDENTIAL UNITS $30,000.000 USD | APROX 155,000 SF PURSUING LEED PLATINUM ACCREDITATION ON-GOING PROJECT
INVOLVEMENT DESIGN DEVELOPMENT, CONSTRUCTION DOCUMENTS, RENDERS
POOL HOUSE EXTERIOR
POOL AMENITIES
ROOF TOP & GRILL AREA
COMMUNITY GARDEN AT ROOF TOP
t h a n k
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