post-tsunami, llico, chile. envisioning the post-earthquake and ………………… (2010)
TRANSCRIPT
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Post-TsunamiLlico,ChileEnvisioning the post-earthquake and post-tsunami reconstruction of the Town of Llico,Bio-Bio Region, Chile.Arc 5340 | Design 7 | Summer 2010 | School of Architecture Florida International University
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Envisioning the post-earthquake andpost-tsunami reconstruction of the
Town of Llico, Bio-Bio Region, Chile.
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ARC 5340 Design 7
Summer 2010
Credits: 6
Time: Tuesdays and Thursdays 2:00-6:00
Location: Second Floor Studios, PCASchool of Architecture
College of Architecture + Arts
Florida International University
Miami Florida
Instructor
Alfredo Andia, Florida International University
Design Critics
Sergio Baeriswyl, Head of the Commission for Reconstruction of the Coastal Border, Intendencia del Bio Bio, Chile
Mauricio Gonzalez, Florida International University
Editors
Lucille Malacouti
Daniela Motta
Participants
Johana Bohorquez
Kevin Gurley
Joseph Kim
Monica Mamani
Lucille Malacouti
Daniela MottaRelvy Moronta
Andrea Preciado
Class conducted during Summer semester occurring from May 4, 2010 through August 5, 2010 at Florida International University, School of Architecture, Paul L.
Cejas School of Architecture Building 272, University Park Campus, 11200 SW 8th Street Miami, FL 33199 T 305-348-6181 F 305-348-2650 [email protected]
http://soa.u.edu/
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Table of contents
General Information 6
Case Studies 18
Lucille Malacouti 31
Daniela Motta 43
Johana Bohorquez 53
Relvy Moronta 65
Joseph Kim 75
Andrea Preciado- Reynoso 87
Monica Mamani 99
Kevin Gurley 111
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4Location map. Llico, Bio Bio Region, Chile
Source: Goggle maps
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5NOAA tsunami travel time map for the Feb. 27, 2010 8.8 earthquake in Chile.
Source: US Department of Commerce, National Oceanic and atmospheric administration
Tsunami height along the coast of the Bio Bio region and
the Llico-Arauco Bay: Tohoku tsunami model.
Source: Shunichi Koshimura and Fumihiko Imamura.
Modeling the Tsunami of 27 February 2010 in ChilePreliminary Results. Disaster Control Research, GraduateSchool of Engineering, Tohoku University
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IntroductionGeneral Information
LLICO RECONSTRUCTION STUDIO
Alfredo Andia
February 27, 2010
On February 27, 2010, at 3:34 AM the Bio Bio region in the South of Chile was the epicentre of an 8.8 Richter
scale earthquake, the fth most powerful ever recorded. The earthquake set off tsunami waves that by 8 AM that day had
swamped the shores of the South of Chile destroying many coastal towns before moving across the Pacic.
Studio
Our studio engaged in the reconstruction effort of the community of Llico in the Bio Bio Region. Llico is located
approximately 80 miles south form the epicentre of the earthquake. It is a small coastal town whose inhabitants live
primarily from small scale shing. The town of Llico had a population of 792 inhabitants. It is estimated that approximately
157 houses of the 321 were impacted by the Tsunami.
This studio in the rst part of the semester analyzed the existing conditions, examined potential sites forreconstruction, and investigated an array of existing solutions for social housing in Chile. The studio worked closely with
the Reconstruction Ofce of the Bio Bio Region, and consultants. The design work of the studio included several schematic
Master Plan alternatives that could aid in the creation of a clear identity for the town. We developed several mitigation
plan alternatives against Tsunamis. And we evaluated the development of areas for local tourism related to shing and
beach activities.
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Social Housing in Chile
The contemporary standards of social housing in Chile are the result of more than sixty year experience on the
subject. In the 1950s Chile was one of the pioneering countries that introduced concepts of progressive housing solutions
such as: site and services, and self-help housing. By the late-seventies and early 1980s, progressive housing for the lowest
income earners were introduced into national programs where the applicant had to apply for governmental subsidy. Some
of these plans were used to transform precarious neighbourhoods by integrating the self-help construction capabilities ofslum dwellers to basic urbanization and sanitation infrastructure. The Site and Service program called casetas sanitarias
was popularized during that period. Dwellers were given a plot of land averaging an area of 100 square meters connected
to sewage and water systems. Each lot included a reinforced-brick sanitary unit of 6.75 square meters, which contained a
bathroom and a kitchen area. In a second phase, each family constructed a temporary structure which later is replaced by
a more denitive solution as the dwellers accumulate materials and savings.
In the early 1980s with the implementation of programs such as Mejoramiento de Barrio (PMB) the discourse
of progressive social housing began to shift. It began to favor more governmental intervention until the housing solutionssurpass the 30-40 m2 (300 to 400 sf). Since the mid-1980s the Chilean economy grew consistently. Today the per capita
income in Chile is around US$15,000, making it one of the highest in Latin America. More than two decades of economic
growth had an effect in social housing policy. The governmental discourse began to focus more intensely into subsidy
programs that improved the standards of social housing. With the years, more and more houses produced under programs
such as Vivienda Social Dinmica sin Deuda (VSDsD) and Fondos Concursables para Proyectos Solidarios (FCVS) included
at least two bedrooms, living room, dinning room, a kitchen, and a bathroom. An increasing number of these projects also
gave its dwellers the construction drawings and approved permits for a second phase. By 2009, the average area of the
rst phase of the houses provided by the FCVS program was 45,1 m2 (451 sf). In order to save in land, foundations, and
roof materials, most of these projects began to standardize the design principles of the house. These houses are usually
two story oors high and the street side of the lots usually is 6 mt wide.
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HousingStandards
The most important effort in the second part of the studio was dedicated to envision several design alternatives
for 60 new houses and a neighbourhood for tsunami affected families. This book is dedicated to document the housing
alternatives for these neighbourhoods. The design of the houses is inserted into the contemporary discourse of social
housing in Chile
We used the minimum standards for social housing by the Ministry of Housing in Chile. The houses typically are of 450sf (45 m2) and could be enlarged to 600 sf to 700 sf (60 m2 to 70 m2). The standard plot for this type of housing does
not exceed 1500 sf (150 m2), and typical ly the dimension for the front of the house is 6 mt. (Approximately 6 yards). The
budget for the construction of the family dwelling is very stringent. Typically the cost of building the house it should not
cost more than US$11,000 to $15,000 and the cost of urbanization should not exceed the $4,000.
Thermaltransmittanceandresistance
The requirements for enclosures for housing elements contained in the thermal regulation O.G.U.C., article
4.1.10, requires that the house components have a thermal transmittance U of equal or less than the following: Roof:
0.38 W/m2K; Perimeter Walls 1.7 W/m2K; and Floor 0.60 W/m2K. Or a total thermal resistance Rt equal or superior to:
Roof: 2,63 m2K/W; Perimeter Walls 0.59 m2K/W; and Floor 1.67 m2K/W.
The proposals in this studio utilized industrialized SIP panels or a protected quincha method (wattle and daub) over a
reinforced wood frame structure. Students are asked to consider solar radiation to reduce the energy consumption of
lighting and heating. Since an important energy loss escapes through the soil the housing proposals sit on concrete stilt
foundations generating an airy mezzanine which is insulated from the house.
Normative standards for the program of Dynamic Social Housing without Debt (Viviendas Sociales Dinmicas Sin Deuda: VSVsD) by the Ministry of Housing and
Urbanism, Chile.
Source: Ministry of Housing and Urbanism, Division Housing Policy, Department of Housing, Government of Chile.
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Climaticconditions
According to the Chilean Norm NCH.1079 this region is classied as SL Zone (Sur Litoral). This zone is characterized
with saline soil, humid environment, temperature variations from temperate to cold, strong winds from the west, rainy
maritime climate, and long winters. The annual rainfall surpasses the 1330 mm. The maximum temperature usually
doesnt surpass the 22 C.
Tsunamimitigation
Tsunamis are a low-probability but one of the most highly destructive natural disaster. After the 2004 Indonesian
Tsunami much attention has been placed on this phenomenon. However most of the effort has been placed in developing
warning systems and evacuation plans. There is worldwide very limited experience in design and planning against
Tsunamis.
The earthquake of February 27, 2010, lifted instantly the town of Llico approximately 2 mt. (2 yards) above the sea level.
The epicentre of this earthquake, 83 Miles (135 km) directly north, presented one of the worst scenarios for a near-shore
Tsunami for the town of Llico.
The Tsunami inundated all the areas of the town which were below the 7 mt. above the sea level. The Tsunami mitigation
strategy for reconstruction chosen is not to rebuild above the 7 mt. mark. The sites chosen in the studio recongure the
ground to reach the 7 mt. mark. The stilt foundations give an extra height above that mark. The designs also assume asignicant buffer zone with which the town will be protected with a barrier of native trees that would dissipate the force
of the tsunami waves.
Hope
In the past 5 years the small town of Llico had began to consolidate several important projects in artisans shery,
gastronomy, and small tourism. The tsunami not only took away the boats and the houses of the shermen but also anincipient infrastructure from which its inhabitants hoped to grow into next decade.
Llico was also affected by the Tsunami that followed the 9.5 earthquake in 1960, the most powerful earthquake ever
recorded and that devastated many coastal towns in the south of Chile. The difference between the 1960 disaster in
Chile and the current one is the shear number of the population affected. There are more than 1.5 million people directly
affected by the earthquake, more than 350,000 houses that have to be repaired or completely replaced.
Of all the coastal communities affected by the 2010 Earthquake and Tsunami, Llico is the farthest away. The future of this
town will be a mark of how far the reconstruction of the 2010 earthquake has reached.
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Before
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After
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Inundation Area
Source: INE,Instituto Nacional de Es tadisticas, March 2010
LLICO TSUNAMI PICT. Satellite picture of Llico at
11:38 AM February 27th taken by astronaut Soichi
Noguchi aboard the International Space Station.
Eight hours after the earthquake. See the black/
gray rocks/sand areas that shows a new coastlineas the earth in this area was raised 2 mt at the
time of the earthquake. The image clearly shows
the inundation of the tsunami.
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Llico AreaTsunami Flood Zone
Analysis of site alternatives for the reconstruction of 60 houses
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Analysis of site alternatives for the reconstruction of 60 houses.
We evaluated 8 planning alternatives for the location of the 60 houses to be build in
Llico. The evaluation criteria of the planning alternatives for the reconstruction were
based on the following principles:
1. To preserve the reconstruction area from future Tsunamis and Earthquakes
2. To promote an idea of architectural identity and the consolidation of the town
3. To promote a sustainable reconstruction of the town
The analysis developed in the studio was not able to consider issues such as, soil
condition, environmental impact, land ownership, and infrastructural needs. The initial
observations directed us to conclude that it was advisable to reconstruct the housing
above the 7 mt. contour line. The main arguments supporting this conclusion were:
1. The tsunami of Feb. 27, 2010, inundated the town up to approximately the 7 mt
contour line.
2. The town has a previous history of being hit by near-shore Tsunami following majorearthquakes in the South of Chile. Further geological studies will help determine the
100 or 200 year inundation line.
3. The town needs to develop a defence of native trees to dissipate the force of the
tsunami.
4. The town needs to retreat from the sea and have a penalty area to absorb the force
of the Tsunami. A similar strategy was followed by the town of Arauco .
Given these observations we evaluated the following 8 alternatives:
Alternative 1: West Foothills
In this location the reconstructed houses could be placed at above the 8 or 9 mt above
the sea level. The area would need low to moderate civil work to level the ground
and reconstruct partially the road that connects Llico with Lavapie. The site has very
good views to the Bay of Llico and has the potential to redene the connection of its
inhabitants with the Ocean.
The major disadvantages of this site are its isolation and its sunlight orientation. It
is completely disconnected to the civic center of the town where the school is locatedand signicantly detached to the shing pier were the work and visitors to the town
congregate.
Alternative 2: Hill Village
This scheme explores raising an 8 mt high articial-hill in front of the sea and above
the traditional pier area where the shing activities concentrate. The idea is to create
a very high density cluster of houses that relates to the shing destination of the
village.The major disadvantage of this alternative is the signicant cost of the coastal defence
and site work needed to effectively mitigate a tsunami.
Alternative 3: East Foothills
This proposal creates a shing village at around 8-to-10 mt high overlooking the Bay of
Llico. Depending on the soil studies we adventure we assume that this proposal would
need only moderate cutting and lling site work. The advantages of this alternative
are the direct connection the site has with the sea and shing activities, the good sun-
light conditions, and also the tsunami mitigation strategy. This option also considers
moving the shing activities to the east estuary, protecting it, and further developingthe spatial connection with the hill.
The disadvantage of this proposal is that the connection with the civic center of the
town is difcult to accomplish, breaking the town in two.
Alternative 4: Road to Lavapie
This alternative raises the land to 7 mt. and places the housing next to the Llico-Lava-
pie Road. The advantages of this proposal are the moderate site work required, con-
sidering that the road would have to re-build. The major disadvantage of this proposalis that it doesnt fully connect the new neighbourhood to the civic center of the town.
Alternative 5: Road to Arauco
This planning alternative follows the same principles of moderately raising the land
and Road to 7 mt as alternative 4 but this time next to the Llico-Arauco Road. The
advantages are that the site work is not signicantly large and that has the potential to
connect well with the old civic center of the town of Llico. This proposal connects well
to the old road junction and reinforces the east side of the main road that enters into
the old part of the town.
Alternatives 6 and 7: South of Llico
These two alternatives could become the most logical areas for future development
from a practical standpoint. The sites are well above the reach of the 2010 tsunami
and the sites might be easily assembled. However, the generation of a neighbourhood
in any of these two sectors would marginalize the residences into a typical peripheral
social housing solution. These alternatives would not contribute much to the identity
of Llico and would relegate the potential tourist attraction offer of the zone.
Alternative 8: Canal
This scheme brings together the two estuaries that pass through the village of Llico.
It creates a shing village around a canal that could diffuse some of the direct impacts
that future tsunamis could have on the shermen infrastructure. Among the benets
of the proposal are that could bring the shing activates closer to the old neighbour-
hoods of Llico that was not destroyed by the Tsunami. The scheme requires signicant
infrastructure work and needs to be studied further to evaluate its feasibility.
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lico, Chile
1
4
2
5
6
7
3
8
17
C S d
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Case Studies
Comite Vida Nueva de Amargos
1. Location: Region de los Rios, Chile
2. Total area of house: 40.00M2
3.Cost:25 Uf /M2
5
.7371
7.
8515
3.
3274
3.
7871
4.
3228
1.
4143
1.
5073
7.
3417
1.
2137
2.
8176
1st Floor
6.
8265
4.
4015
4.
1392
1.
4450
6.
1280
1.
4296
2nd Floor
Elevation
CASA CUADRA
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CASA CUADRA
Cross Section
Phase 2Phase 1
1st Floor
2nd Floor
1st Floor
2nd Floor
Casa Piel
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Casa Piel
1. Location: El Valle (Comuna de La Florida) y Las Higueras (Comuna de Pealolen), Chile
2. Total area of house: 46 M2 (rst phase) 55 M2 (second phase)
Cross Section Longitudinal Section
3.06 3.06
3.04 3.06
0.80 2.10
3.
17
5
.07
1.
44
EDCBA
EDCBA
EDCBA
6
5
4
3
2
1
EDCBA
3.06 3.06
8.
51
1st Floor 2nd Floor
Two Rural Housing in Bollenar
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g
1. Location: Melipilla, Chile
2. Total area of house: 48.39M2
Casa Chubi
1. Location: El Valle (Comuna de La Florida) y Las Higueras (Comuna de Pealolen), Chile
2. Total area of house: 29.00M2
3. Cost: 14 uf /m2
1st Floor
9.
14
1.
02
5.
93
5.492.253.24
2.1
8
Cross Section
C
B
1 2 3
5.93
0.79 0.98
0.790.30 0.62
10.
70
3.
00
C
B
A
1 2 3
3.
03
3.
00
2.96 2.96
5.93
6.
02
2.18
1st Floor 2nd Floor
6.
06
3.
45
4.
95
Elevation
Conjunto Habitacional Santa Clara
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1. Location: Region Valparaiso, Chile
ESTAR-COMEDOR
COCINA
DORMITORIO3
CBA
3
2
1
5.86
3.83
6.45
3.49
2.160.832.86
DORMITORIO2
D
ORMITORIO1
C
LOSET
CLOSET
CLOSET
CBA
3
2
1
6.50
3.58
5.86
2.65
2.76 2.160.96
Cross Section1st Floor 2nd Floor
Elemental Renca
1. Location: Renca, Santiago, Chile
11.26
7.08
5.14
3.42
1st Floor
Cross Section
Elemental Quinta Monroy
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1. Location: Iquique, Chile
2. Cost: US$7,500 per house
6.64
19.
69
3.
12
2.
27
1.
41
Cross Section
1st Floor
Conjunto Newen Ruka
1 L i R i d V l i Chil
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Metalcon Emergency Housing
1. Location: Chile
2. Total area of house: 18-54M2
B CA
1
2
2.96
1.81 1. 20 1.00 1.11
5.91
1.17
1.00
1.56
1.00
1.17
1.00
0.84
0.60
0.37
0.70
0.78
B C
1
2
5.90
1.1
6
1.00
3.73
2.94
1 .1 5 1 .0 0 0 .7 9
2.94
1.29
0.65
3.24
2.
29 3
.01
Cross Section
1st Floor 2nd Floor
1. Location: Region de Valparaiso, Chile
2. Total area of house: 52.68M2
Cross Section
COCINA
COMEDOR
DORMITORIO 1
DORMITORIO 2
CLOSET
1 2 3 4
3.40
9.84
5.47
4.76
2.81
C
B
A
4.63
C
1
2
BA
3.32
4.12
2.41
2.15
1.84
1st Floor 2nd Floor
Las Golondrinas de La Costa
1 Location Region de La Araucania Chile
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La Palmilla - Comite Vida Nueva De Amargos1. Location: Palmilla, Chile
2. Total area of house: 49.02M2
3. Cost: 352,5 Uf
1. Location: Region de La Araucania, Chile
2. Total area of house: 49.80M2
3. Cost: 290 Uf
A
B
C
D
E
1 2 3
8.
06
3.
63
4.86
2.92
1.31
A
A
B
C
D
1 2 3
4.
42
2.
62
4.86
2.92
A
Cross Section
1st Floor 2nd Floor
8.
08
3.50
1st Floor
8.
08
3.50
8.
08
2nd Floor
CBA D
8.082.85 2.11
4.
50
3.
20
Elevation
Vivienda Minima en Covintec
Competition
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Competition
1. Location: Valparaiso, Chile
Longitudinal Section
F
E
D
C
B
A
1 32
A
11.
42
2.
01
2.
49
1.
67
2.
61
2.
64
1.4
1
A3.50
0.87
F
E
D
C
B
A
1 32
11.
42
2.
01
2.
49
1.
67
2.
61
2.
64
1st Floor 2nd Floor
Vivienda Minima en Covintec
Competition
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Competition
1. Location: Valparaiso, Chile
Cross Section
21
3.00
0.912.09
5.
10
4.
64
Longitudinal Section
4.
64
2.
00
1.
30
1.
00
0.
34
6.80
2.154.65
CBA
1st Floor
C
C
A
1 2
2
.15
4.
65
6.
80
1.10 1.90
3.00
COMEDOR
COCINA
A
A
2nd Floor
1 2
2.
15
4.
65
6.
80
1.10 1.90
3.00
A
A
Vivienda Minima en Covintec
Competition
1. Location: Valparaiso, Chile
A
1
2
3
4
B C D E F
1st Floor
A
1
2
3
4
B C D E F
2nd Floor
Tarapaca House (1st Place)
1. Location: Tarapaca Region, Chile
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p g ,
2. Total area of house: 54M2
3. Cost: 3,613,234 Clp
San Carlos
1. Location: Comuna De Chonchi, Chile2. Total area of house: 42.00 M2
3. Cost: 420.5 Uf
14.97
8.79
3.26
6.85
3.44
.
5.06
.
3.25 6.89
.
Cross Section
1st Floor
Cross Section
A
A
B
C
D
1 2 3
1st Floor
Housing in Valparaiso, Covintec Competition
1. Location: Valparaiso, Chile
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158
300
300
1
2
3
4
157303
A B C
157303
A B C
158
300
300
1
2
3
4
1st Floor 2nd Floor
N-1.201PISO
N+1.202PISO
240
230
N+0.00-
5%
N-1.201PISO
N+1.202PISO
5%
240
230
N+0.00-
Longitudinal Section
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LucilleMalacouti
EAST HILL: GAZES BETWEEN THE SHADOWS
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The master plan creates a cluster of houses that behave spatially like a constellation
in the east hill overlooking Llico. The location connects the new neighborhood to the
ocean, the valley, and the shing industry that will be located just below the mountain.
The proposal effectively protects the site against future tsunamis by building 10 meters
above the sea level. This new identity will critically enhance the affected area and
help rebuild tourism. The plan also contains an area for camping and future extension.
The individual houses proposed in this scheme emerge from a dense forest and are
designed to use the northern light as much as possible. The interior of the houses
are elongated, expanding into the forest. The entrance to the house consist of a long
ramp that leads one into the rst oor allowing one to experience the surrounding
landscape before entering the house, it provides a transitional space from the streetto the house. The houses consist of a lengthened kitchen space that provides a more
open oor plan, making the spaces longer. On the second oor the master bedroom is
also an elongated room that emerges from the dwelling into the forest.
Master Plan Aerial Perspective
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1
2
43
5
6
78
9
101112
13
14
15
16
17
18
19
20
21
23
22
2425262728
29
3031
32
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41
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4445
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4647
4849
5150
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5657585960
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Master Plan
2
1 30
1 1 2
1 30
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October 30 7:00 AM July 21 3:30 PM
First Floor Plan
Scale 1:40
A
B
C
D
3.20
9.60
3.20
3.20
3.20
1.30
7.50
N
A
B
C
D
3.20
9.60
3.20
3.20
4.66
1.30
7.53
UP
DOWN
Second Floor Plan
Scale 1:40
N
AB AB
First Floor Plan
Scale 1:100
Second Floor Plan
Scale 1:100
July 21 3:30 PM
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35 July 21 2:00 PM July 21 2:00 PM July 21 2:00 PM
West Elevation
Scale 1:100
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East Elevation
Scale 1:100
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North Elevation
South Elevation
Scale 1:100
North Elevation
Scale 1:100
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Section A
Scale 1:100
Section B
Scale 1:100
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December 21 1:00 PM
December 21 1:00 PM
Structural Axonometric
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Roof Structure
Second Floor Framing2x6
First Floor Framing
2x6
Polycarbonate Panels
Adobe Insutlation Layer
Wood Structure
2x4
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DanielaMotta
EAST HILL: THE PIVOT HOUSE
The aim of this proposal is to create a constellation of houses in the east hill that
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The aim of this proposal is to create a constellation of houses in the east hill that
can bring back the relationship that Llico has with the ocean and its rural hinterland.
This specic location gives the inhabitants the opportunity to encounter the radiant
sea, while protecting the area from future tsunamis as well as creating a place that
has its own independence and a connection with the existing town. The design ofthe houses is based on the idea of a pivot from which all spaces and circulation
diffuse. It centralizes and distributes the activities in three different levels: the
upper level where all the private areas are located, the intermediate space which
offers the possibility for vertical growth, and the lower level where the public
spaces can be found.
The house provides an opportunity to have a continuous circulation from the
entrance to the terrace offering an uninterrupted view to the exterior. Windows
of different sizes and shapes are placed throughout the house to take advantage
of the views and the surrounding landscape. Furthermore, different materials such
as polycarbonate, and corrugated metal panels of various bright colors are used
to give dynamism and brightness to the faade, which contrast with the light colors
of the inside.
Detail Master Plan
Master Plan
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Floor Plan 2
Scale: 1:100
Floor Plan 1
Scale: 1:100
Foundation Framing First Floor
Scale: 1:100
Foundation Framing Intermediate Floor
Scale: 1:100
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47Longitudinal Section B
Scale: 1:100
Longitudinal Section A
Scale: 1:100
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Exterior Perspectives
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Envelope
Second Level
Intermediate Level
First Level
Exploded Axonometric Sustainability Strategies
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The house is build using the traditional quincha method, which consist
of a wood frame that is insulated with mixture of mud and straw which is
protected from the rain with a layer of polycarbonate sheet, wood siding,
1. Polycarbonate
2.Corrugated Metal
3.Galvanized Tubes
4.Adobe Insulation Layer
6.Wood Frame Foundation Level 1
7.Wood Frame Foundation Intermediate Level
8.Wood Frame Level 2
9.Wood Roof Frame10. Corrugated Metal
Structural Axonometric
5.Wood Framing 1x1
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JohanaBohorquez
EAST HILLS: LIVING IN THE EXPANDING CUBES
This project intends to create a new community which pre-
serves the traditions and the lifestyle of the inhabitants of
Llico. The master plan locates the new neighborhood on
EAST HILLS: LIVING IN THE EXPANDING CUBES
This project intends to create a new community which preserves the traditions and the
lifestyle of the inhabitants of Llico. The master plan locates the new neighborhood on the
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p g
the east hill, 10mt. above the sea level. The site location
protects the dwellings from future tsunamis while directly
maintaining a visual connection to the ocean, shing activi-ties, and the existing town. The houses are made of wattle
and daub (adobe and straw embedded into an earthquake
proof wood frame) protected by corrugated polycarbon-
ate sheets. Reducing the cost and giving a high thermal
insulation value to the house. The houses divide the pri-
vate areas (lower level) from the public areas (upper level)
between a xed perfect square in the oor plan. The com-
pactness of the house in the rst level acts in contradictionto the expansion in the upper oor. The expansion of the
upper level allows for more social interaction and it cre-
ates an atmospheric connection with the exterior (sea and
mountains). The exterior facades reects the sunshine
and the sky manipulating the external appereance of the
house with its changing brightness. The houses shine in
the privacy of the hill as the light reects off the ocean or
as a constellation of stars lights the sky at night.
lifestyle of the inhabitants of Llico. The master plan locates the new neighborhood on the
east hill, 10mt. above the sea level. The site location protects the dwellings from future
tsunamis while directly maintaining a visual connection to the ocean, shing activities, and
the existing town. The houses made of wattle and daub (adobe and straw embedded intoan earthquake proof wood frame) protected by corrugated polycarbonate sheets. reducing
the cost and giving a high thermal insulation value to the house. The houses divide the pri-
vate areas (lower level) from the public areas (upper level) between a xed perfect square
in the oor plan. The compactness of the house in the rst level acts in contradition to the
explansion in the upper oor. The explansion of the upper level allows for more social
interaccion and it creates an atmospheric connection with the exterior (sea and mountains).
The exterior facades reect the sunshine and the sky manipulating the external appere -
ance of the house with its changing brightness. The houses shine in the privacy of the hill
as the light reects off the ocean or as a constellation of stars lights the sky at night.
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MASTER PLANPLACE MASTER PLAN
LIVINGROOM
KITCHEN
BATHROOM
BEDROOM1
MASTERBEDROOM
BEDROOM2
1
1 2
2
3
3
4
4
5
5
MASTER PLAN
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HOUSE 3D RENDERS AND STREET VIE
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N
A
1 2 3 1 2 3
A
SECTION 2
SECTION2 SECTION2
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N
B
C
D
B
C
D
9:00AM 11:00AM
FLOOR PLAN LEVEL 1
SCALE 1:100
FLOOR PLAN LEVEL 2
SCALE 1:100
5.3M
5.3
M
FLOOR PLAN LEVEL 1
SCALE 1:100
FLOOR PLAN LEVEL 2
SCALE 1:100
5.3M 5.3M
5.3
M
5.3
M
0.7M 0.7M
SECTION 1 SECTION 1
9:00AM 11AM
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591:00PM 3:00PM 5:00PM
SECTION 1
SCALE 1:100
SECTION 2
SCALE 1:100
1:00PM 3:00PM 5:00PM
0.5M 0.5M
3M 3M
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LIVING ROOM
KITCHEN
BATHROOM
BEDROOM 1
MASTER
BEDROOM
BEDROOM 2
1
1 2
2
3
3
4
4
5
5
EXPLOTED AXONOMETRIC
LIVING ROOM
KITCHEN
BATHROOM
BEDROOM 1
BEDROOM 2
MASTER
BEDROOM
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1
4
3
2
1. WOOD FRAMING
2. ADOBE
3. GALVANIZED TUBES
4. POLYCARBONATE PANELS
STRUCTURAL AXONOMETRIC
1. WOOD FRAMING
2. ADOBE
3. GALVANIZED TUBES
4. POLYCARBONATE PANELS
DECEMBER 21ST
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JUNE 21ST
9:00AM 3:00PM
9:00AM 3:00PM
3:00PM
3:00PM
PREVAILING WINDS
SOLAR DATA
Sunrise: 5:34AM
Sunset: 8:06PM
Azimuth: -73.06 Degrees
WEATHER DATA
Relative humidity: 77%
Wind Speed: 9mph
Dew point Temperature: 53 Degrees F
Dry bulb temperature: 61 Degrees F
SOLAR DATA
Sunrise: 8:09AM
Sunset: 5:38PM
Azimuth: -31.4 Degrees
WEATHER DATA
Relative humidity: 88%
Wind Speed: 7mph
Dew point Temperature: 45 Degrees FDry bulb temperature: 49 Degrees F
SUMMER WINTER
TEMPERATURE RANGE
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RelvyMoronta
FIELD HOUSES
This concept works with a new conguration of spaces in which public and private space mix with each other. Houses
are articulated to attack and retreat from public space. The conguration of the rst oor ows into the neighborhood
creating a more dynamic eld. The entrance of the house breaks the corner with a voids and angles invading the
street This creates a blurring of the elds of spatial ownership in the neighborhood The master plan breaks the
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street. This creates a blurring of the elds of spatial ownership in the neighborhood.The master plan breaks the
monotony of this type of public housing by positioning the dwellings in the front and in the back of each lot. This
way the houses gain more sun light and independence. The contrast of the black and white surfaces of the housesfurther destroy the typical minimal box that characterize social housing projects.
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N
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First Floor Plan
Scale 1:100
Fundation Plan
Scale 1:100
Second Floor Plan
Scale 1:100
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East Elevation
Scale 1:100
West ElevationScale 1:100
North Elevation
Scale 1:100
South ElevationScale 1:100
Second floor wall partition
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1.200 m x 2.400 mSip Panel
FloorSheating
9Structural Axonometric
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First floor wall partition
935 mm x 6.000 mZINC-ALUMAcanaladas de OndaESTNDAR
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JosephKim
RURAL FILTRATION
The reconstruction of Llico should be sustainable, constructed promptly, and resilient
to tsunamis. This proposal builds 60 homes at the entrance of the town on top of a
slightly raised ground that places the new reconstructed neighborhood 7 mt. above
the sea level. The master plan chooses to reinforce the towns core. The houses are
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Llico
Santiago
Chile
Street Plan
built with Structural Insulated Panels that would allow quick construction and highinsulation value. The north facing walls of the houses have Trombe walls that will aid
in increasing the interior temperature during the cold winters in this area. The houses
are raised on top of 1m piloti foundations insulating the house from the ground
temperatures and giving privacy by slightly detaching the dwellings from the street
level. Low cost wood sidings that will be recycled from the houses destroyed by the
tsunami will be applied in the exterior. As the new neighborhood ages and tree grows,
the layers of wood skin will create a vertical density that will resemble to that of a
forest, which will give to the streets of Llico a fresh warm feeling.
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77Master Plan
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A
1 2 3 1 2 3
B
A
B
105
120
105
100
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C
D
E
F
C
E
F
D600
120
120
135
630
116
164
144
585
300 285
585
300 285
1 2 3
A
B
C
D
E
1 2 3
A
B
C
D
E
630
105
100
280
144
630
105
100
280
144
585 585
300 285 300 285
Foundation Plan
2nd Floor Plan 01
1st Floor Plan
2nd Floor Plan 02
1 2 3 4 5
A
255
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B
C
1185
300 292 292 300
617
255
107
A
B
C
617
255
255
107
630
105 100 280 144
Front Elevation
Section A
Section B
1
2
1. Parapet
2. Roof Frame
3. 2nd Floor Frame
4. 1st Floor Frame
5. Foundation
6. Trombe Wall
7. Wood Siding
8. SIP
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3
4
5
6
8
7
8
7
Axonometric
Axonometric 1st Floor
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Axonometric 2nd Floor
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Sunlig
ht
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Radiation Heat from Walls
North
StreetTrombe WallTrombe Wall
July 2nd
April 2nd
January 2nd
South
30
50
80
Trombe Wall: Since Chile is located on southern hemisphere, the sun rises from North. In order to keep the Trombe wall functional, houses on
the north side of the street have different entrance point.
The 60 new houses are located in the residential area. Lot
size: 7.5m X 20m
Trombe Walls: Trombe walls have vents at the top and bottom of the walls. The vents are operable.
They are closed during the night at winter.
The houses are raised on top of 1m piloti foundations insulat-
ing the house from the ground temperatures and giving pri-
vacy by slightly detaching the dwellings from the street level.
1m
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AndreaPreciado-Reynoso
ZIGZAG CLUSTER CONNECTION
This scheme builds 60 reconstructed homes in the intersection of the roads to Arauco
and Lavapie. The proposal creates a new front to the city, 7 mt. above the sea level.
The geometry of the houses consists of two cubes covered with a black surface. The
architecture will allow for future expansion of the houses in the form of patches in
the existing building. These patches will mimic the rural cluster houses that grow in
any town when they are seen from the distance however the zigzagging black surface
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any town when they are seen from the distance, however the zigzagging black surface
that runs along the streets will keep a uniform connection between all the houses. The
black frontal surface is a trombe wall that always faces north and that collects the heat
from the sun to raise passively the interior temperature of the dwellings. The houses
will be build of SIP panels, except for the north-facing wattle and daub trombe walls.
PLACE MASTER PLAN
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House facing north for North Elevation
House facing south for South Elevation
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House 1
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House 1
Front elevation facing north
Scale 1:100
House 1
Section A
Scale 1:100
Scale 1:100 total= 46.26 sq mt
House 2
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House 2
front elevation facing north
Scale 1:100
House 2
section A
Scale 1:100
Scale 1:100 total= 50.8 sq mt
1.2192 sip panel
1.524 glass
Sub ooring:
Oriented
strand board 4x8
Space joints
1/8
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2x6
Wood joist
@ 60 cm O/C
Rim joist
White wood ooring
Sip panel
2 x 8
wood joist
@ 60 cm o/c
Wood frame for adobe
Adobe painted in black
1st house-1st oor Axonometric
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951st house- 2nd oor Axonometric
2x8
Wood joist
@ 60 cm o/c
Wood siding
White wood ooring
Adobe painted in black
Wood frame for adobe
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Wind rose
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MonicaMamani
RURAL CUBES
The aim of this proposal is to create new affordable houses for the town of Llico, Chile.
The scheme suggests the creation of a new interior neighborhood between the main
road and the civic areas of the town were the school is located. There are only two
types of very simple cube dwellings in the new neighborhood. However, the varia-
tions in size, location, and color of the residences play with the idea of disintegra-
tion in these traditionally monotonous developments. The house sits in a foundation
high above the ground indicating the wish to leave the house untouched for visual
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high above the ground indicating the wish to leave the house untouched for visual,
conceptual, and thermal reasons. The elevated cube is constructed using SIP panels.
The exterior is covered with corrugated metal siding, while the interior is purely white
and open. The shifting and rhythms maintain the simple geometry of the residences
but allows for new levels of privacy, views, and the sun to enter each building. The ori-
entation of the building allows for cross ventilation and specic neighborhood views.
The facades include different windows sizes and trombe walls. The rst windows aredependent on the preferred views while the trombe walls are placed according to the
sun path. The architecture becomes the basis for a larger cultural perspective on the
idea of the home, seclusion, and community.
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Llico, Chile Master Plan
OPTION 1: HOUSE TYPE A
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FIRST FLOOR PLAN HOUSE TYPE A
SCALE: 1:100
SECOND FLOOR PLAN HOUSE TYPE A
SCALE 1:100
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FRONT ELEVATION HOUSE TYPE A
SCALE: 1:100LONGITUDINAL SECTION AA HOUSE TYPE A
SCALE 1:100
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1.Corrugated Metal2.Wood Roof Framing 38X140mm (2X6)3. Floor Sheating4. Wood Framing Second Level5. Floor Sheating
6.Wood Framing First Level 38X140mm (2X6)
7. Footing Foundation
8. Sip Panel
9. Internit 6Mm
10. Corrugated Metal Siding
House Type A Axonometric Legend
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1.Corrugated Metal
2.Wood Roof Framing 38X140 Mm (2X6)
3. Floor Sheating
4. Wood Framing Third Level
5. Floor Sheating
6.Wood Framing Second Level 38X140 Mm (2X6)
7. Floor Sheating
8. Wood Framing First Level 38X140 Mm (2X6)
9. Footing Foundation
10. Sip Panel
11. Internit 6Mm
12.Corrugated Metal Siding
House Type B Axonometric Legend
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7/31/2019 Post-Tsunami, Llico, Chile. Envisioning the post-earthquake and (2010)
110/126
108
1. Foam Expansion Slot (Vertical Wire Chase)2. Eps
3. Osb Splines Nailed 203Mm On Center
1. Electrical Chase2. Rim Joist
3. Foundation
4. Floor Joist
Sunpath Diagram
Concepcion, Chile
Prevailing Winds DiagramConcepcion, Chile
Panel Connection Isonometric Foundation Connection
-
7/31/2019 Post-Tsunami, Llico, Chile. Envisioning the post-earthquake and (2010)
111/126
109
-
7/31/2019 Post-Tsunami, Llico, Chile. Envisioning the post-earthquake and (2010)
112/126
110
-
7/31/2019 Post-Tsunami, Llico, Chile. Envisioning the post-earthquake and (2010)
113/126
Additional
Studies
Alfredo Anda, Ph.D.
Mauricio Gonzlez
-
7/31/2019 Post-Tsunami, Llico, Chile. Envisioning the post-earthquake and (2010)
114/126
112
-
7/31/2019 Post-Tsunami, Llico, Chile. Envisioning the post-earthquake and (2010)
115/126
113
-
7/31/2019 Post-Tsunami, Llico, Chile. Envisioning the post-earthquake and (2010)
116/126
114
-
7/31/2019 Post-Tsunami, Llico, Chile. Envisioning the post-earthquake and (2010)
117/126
115
-
7/31/2019 Post-Tsunami, Llico, Chile. Envisioning the post-earthquake and (2010)
118/126
116
-
7/31/2019 Post-Tsunami, Llico, Chile. Envisioning the post-earthquake and (2010)
119/126
117
6.00
A
N
Opcin 1
-
7/31/2019 Post-Tsunami, Llico, Chile. Envisioning the post-earthquake and (2010)
120/126
25.0
0
A
.
118
Planta Baja
Sitio = 150 m2 ; Vivienda = 60 m2
A
3.20
3.3
0
60
3.20
1.2
0
A
2.0
0
.60
-
7/31/2019 Post-Tsunami, Llico, Chile. Envisioning the post-earthquake and (2010)
121/126
A
9.3
8
2.1
0
1.8
8
1.6
9.3
8
4.0
8
A
1
0 m
+5 nivel del mar
.5 m
3 m
6 m
119
Planta Baja
30 m2
Primera Planta
30 m2
Corte A-A1:100
6.00
A
N
Opcin 2
-
7/31/2019 Post-Tsunami, Llico, Chile. Envisioning the post-earthquake and (2010)
122/126
25.0
0
A
BB
.
120
Planta Baja
Sitio = 150 m2 ; Vivienda = 60 m2
3.20
8
2.0
0
A
1.20
1.6
0
A
1.45
3.3
0
.60
1.45
-
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123/126
9.3
4.0
8
A
BB
A
9.3
8
4.0
8
1
BB
0 m
+5 nivel del mar
.5 m
3 m
6 m
121
Planta Baja
30 m2
Primera Planta
30 m2
Corte B-BCorte A-A1:100
-
7/31/2019 Post-Tsunami, Llico, Chile. Envisioning the post-earthquake and (2010)
124/126
122
Expostsismo Yumbel
Feria Emprendimiento para la Reconstruccin Sustentable
-
7/31/2019 Post-Tsunami, Llico, Chile. Envisioning the post-earthquake and (2010)
125/126
123
Construccin con Madera y Barro
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126/126
Alfredo Andia
Mauricio Gonzalez
Andrea Preciado
Joseph Kim
Daniela Motta
Lucille Malacouti
Kevin Gurley
Relvy Moronta
Johana Bohorquez
Monica Mamani