work portfolio 2012, architect jean paul garnier

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Arch. Jean Paul Garnier P. t (506) 8841 96 24 c [email protected] [email protected]

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A selection of 5 projects and further drawings, paintings and models by Arch. Jean Paul Garnier P.

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Page 1: Work Portfolio 2012, Architect Jean Paul Garnier

Arch. Jean Paul Garnier P.

t (506) 8841 96 24

c [email protected] [email protected]

Page 2: Work Portfolio 2012, Architect Jean Paul Garnier

t (506) 8841 96 24

m [email protected] [email protected]

PERSONAL DATAName: Jean Paul Garnier Portela

Gender: Male

Nationality: Costarican (Costa Rica)American (USA)

Civil State: Single

Birth Date: September 11,1985

Page 3: Work Portfolio 2012, Architect Jean Paul Garnier

iVCu

rríc

ulu

m V

itaet (506) 8841 96 24

m [email protected] [email protected]

SKILLS & QUALITIESExperience working in diverse work platforms and design technologies.

Experience working in changing and diverse working environments.

Experience working with professionals from different branches of design and engineering.

Experience developing and executing architectural projects and construction for small and medium scaled projects.

Developed design skills and problem solving.

Special affinities towards exploration, critical thinking and research.

Passion, talent and commitment towards architecture, design and arts.

EDUCATION2009-2010Licentiate Degree in Architecture fromUniversidad Veritas (SJ, CR)

2003-2009Bachelors Degree in Architecture fromUniversidad Veritas (SJ, CR)

1998-2002Anglo American High School Graduate, (Sj, CR)

SPOKEN & WRITTEN WORD01. Spanish: Native02. English: Excellent (100%)

WORK PLATFORMSAutodesk AutocadAutodesk RevitNemetschek VectorworksRhinoceros Rhino 3dAdobe Design Suite

EXPERIENCE-ARCHITECT2012_With Arch. Julian Uribe, design for Montero House, Naranjo, CR.

2010-2012_ARS Architects & Engineers, architect in charge of design and execution for various accounts and projects, San José, CR.

2011-2012_A-AMT, cofounder.

2011_Aguacate Ping Pong, creative designer for corporate imaging and branding, Escazú, CR.

2011_With Arq. Cesar CarrascalGeometrical and structural studies for custom race car, San José, CR.

2008-2009_Intern at Sotolongo Salman Henderson Architects,

Miami, EEUU, (For periods between quarters).

2008-2009_With A Company, collaboration for various international projects and competitions.

2008_With Jaime Rouillón, collaborator in charge of various details and design components for house in Guanacaste, CR.

2007_With Jaime Rouillón, collaborator in design for multipurpose building “Pasaje Jimenez” in San José, CR.

2003-2004_With Jirón Beirute Architects, assistant for architecture department.

-ASSISTANTSHIPS 2009_Veritas University, with Arch. Rashid Sauma Ruiz M.sc. Assistant for the“Structures IV” course.

Page 4: Work Portfolio 2012, Architect Jean Paul Garnier
Page 5: Work Portfolio 2012, Architect Jean Paul Garnier

Five projects have been selected, representing various scales, typologies and collaborations.

Vi

1KAY E SANTE NAN AYTI

AMTJean Paul GarnierMauricio Rodriguez

LOCATIONHaiti

TYPESocial Housing

STAGEProposal

YEAR2010

2TABLE 02

JPGJean Paul Garnier

TYPEMicro-Architecture

YEAR2011

4V01

AMTJean Paul Garnier

LOCATIONSan José, CR

TYPEHousing

STAGEProposal

YEAR2011-2012

5MHL

JPGJean Paul Garnier

LOCATION Guachipelín, Escazú

TYPEHousing/Office

STAGEProposal

YEAR2010

3TS11

ACompanyOliver SchuetteJean Paul Garnier

LOCATIONGermany

TYPECollective Dwelling

STAGEPermits/construction

YEAR2010

IND

EX

_ S

ELE

CT

ED

PR

OJE

CT

S

Page 6: Work Portfolio 2012, Architect Jean Paul Garnier
Page 7: Work Portfolio 2012, Architect Jean Paul Garnier
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Page 9: Work Portfolio 2012, Architect Jean Paul Garnier

After the unfortunate events caused by the 2010 earthquake, Haiti launched several campaigns to help rebuild houses.Aside from the housing and shelter crisis, Haiti has one of the highest rate of infections of HIV, and also a very high rate of deaths from the same disease. This competition intended to address health as an integral solution, determined mostly by the quality of the living spaces.

AMTJean Paul GarnierMauricio Rodriguez

LOCATIONHaitI

TYPESocial Housing

STAGEProposal

YEAR2010

1H

ealt

h a

nd

Ho

usi

ng

fo

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aiti

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AM

T

10

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-ACCESSIBILITY TO BASIC NEEDS-PRODUCTION AND EDUCATION

-SOCIAL INTEGRATION AND INTERWEAVING

-SOCIAL ADAPTATION AND SPACIAL APPROPRIATION-ECONOMY, OPPORTUNITY AND EXCHANGE

-SPACIAL CONTROL AND HYGIENE-CLIMATE CONTROL AND SAFETY

-RESOURCE AND WASTE MANAGEMENT

-REPEATABILITY-FLEXIBILITY

-TECHNOLOGICAL COMPATIBILITY

-CONSTRUCTIVENESS AND SPEED-DURABILITY AND MAINTENANCE

-BUDGET EFFICIENCY

SOCIAL HEALTH

ARCHITECTONIC HEALTH

CONSTRUCTIVE HEALTH

Page 11: Work Portfolio 2012, Architect Jean Paul Garnier

“We created a compact housing

solution consequent to our premises

which encourage social integration and allow for families and inhabitants to remain

economically active through agriculture and other forms of

local production and exchange.”

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1. 2. 3. 4.A superficial soil substitution and the rammed earth base, replace the need for traditional foundations, and lifts the house from the ground helping humidity and flood control.

The specialized program is added atop the base. This program is characterized by controlled and determined spaces which require certain control of air pockets and contact to the rest of the house.This program is divided in two blocks: dormitories and services.

The main roof provides independent ventilation to each spatial component and room, achieving a

air pocket control which is very necessary for infection control.Its roof span creates a shaded air pocket (between the main roof and the secondary concrete roof of the blocks), meant to cool the air intake.The main roof is designed for water cultivation, emptying rainy waters into the atrium, where it’s taken into a vase shaped ceramic water filter. It purifies the water and stores them for domiciliary use or farming. In this way the vase is like a town well, meant as a central gathering space for exchange and social interaction.

“...The vase is like a town well, meant as a central gathering space for exchange and social interaction.”

The blocks are taken apart, making room for a central common space.This generous space is an atrium characterized by it’s flexibility. It would serve the purpose for workshop as well as social areas of the house. It has excellent ventilation and climate control, due to its position.

Spatial continuity is obtained between the base and its context by the creation of access scalinattas. This would also lay grounds to the desired urban connections and bonds between units, once paired or set besides each other.

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A-ANO SCALE

19%

A B C D E F G

A B C D E F G

1

2

3

4

5

6

7

1

2

3

4

5

6

7

2.70

1.50

1.30

1.40

1.40

2.70

5.5

05

.50

11.0

0

2.70

1.50

1.30

1.40

1.40

2.70

2.7

04

.20

4.1

0

11.0

0

1.90 2.05 2.05 1.50 80 1.60

1.90 4.10 3.90

9.90

1.90 2.05 2.05 1.50 80 1.60

1.90 4.10 3.90

9.90

A B C D E F G

0+0.5m0+0.6m

0+0.9m

0+2.7m

0+3.0m0+3.1m

0+3.4m

0+3.94m

KITCHEN

0+0.6m13.11 sq.m.

LIVING AREA

0+0.6m42.23 sq.m.

BEDROOM 1

0+0.6m10.53 sq.m.

BEDROOM 2

0+0.6m10.53 sq.m.

BEDROOM 3

0+0.6m10.53 sq.m.

BATHROOM

0+0.6m3.22 sq.m.

1/2 BATHROOM

0+0.6m2.25 sq.m.

CLEANING ROOM

0+0.6m5.13 sq.m.

A A'

B'

B1 2 3 4 5 6 7

0+0.5m0+0.6m

0+0.9m

0+2.7m

0+3.0m0+3.1m

0+3.4m

0+3.94m

0+0.0m

0+0.0m

0 1 3 5 10m

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16

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19%

A B C D E F G

A B C D E F G

1

2

3

4

5

6

7

1

2

3

4

5

6

7

2.70

1.50

1.30

1.40

1.40

2.70

5.5

05

.50

11.0

0

2.70

1.50

1.30

1.40

1.40

2.70

2.7

04

.20

4.1

0

11.0

0

1.90 2.05 2.05 1.50 80 1.60

1.90 4.10 3.90

9.90

1.90 2.05 2.05 1.50 80 1.60

1.90 4.10 3.90

9.90

A B C D E F G

0+0.5m0+0.6m

0+0.9m

0+2.7m

0+3.0m0+3.1m

0+3.4m

0+3.94m

KITCHEN

0+0.6m13.11 sq.m.

LIVING AREA

0+0.6m42.23 sq.m.

BEDROOM 1

0+0.6m10.53 sq.m.

BEDROOM 2

0+0.6m10.53 sq.m.

BEDROOM 3

0+0.6m10.53 sq.m.

BATHROOM

0+0.6m3.22 sq.m.

1/2 BATHROOM

0+0.6m2.25 sq.m.

CLEANING ROOM

0+0.6m5.13 sq.m.

A A'

B'

B

1 2 3 4 5 6 7

0+0.5m0+0.6m

0+0.9m

0+2.7m

0+3.0m0+3.1m

0+3.4m

0+3.94m

0+0.0m

0+0.0m

0 1 3 5 10m

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Our design approach was to integrate the concept for health in each aspect of the design, acting upon mayor concerns and the most frequent afflictions from the very conceptions of space.The final aim is to significantly create lasting improvements on the quality of life of the user, and to ensure the usage and learning of sustainable living practices which could, in term, be applied elsewhere.The use of certain technologies and strategies could render into an important legacy for the architecture’s occupants. 18

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70 575

3050

5030

1.60

475 225 5

1715

5571

7

FLEXIBLE WORKING TABLE

2JPGJean Paul Garnier

TYPEFurniture

YEAR2011

Inspired by the former text, I found myself designing a simple work table. The heart of the matter: “There’s no I in team.”Each unit has a persons working space, nevertheless it’s not possible to build the table without a second, third or fourth unit. As a result the table ensembles horizontal working teams, encouraging collaborations and exchange amongst work partners.

Tab

le 0

2_JP

G

“There’s nothing corporate about these settings. They’re designed to foster community (...) and the casual, accidental interaction that’s so valued now in the mainstream workplace.”

Ehren Gaag, DIALOGUE, people | design | business | nº5.

22

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10 10 58 75 463 463 75 58 10 10

795 795

1.59

345 5 305 5 9 5 305 5 345

1.59

155

15

5

10 10 58 75 463 463 75 58 10 10

795 795

1.59

345 5 305 5 9 5 305 5 345

1.59

155

15

5

WOOD BEAM

Page 23: Work Portfolio 2012, Architect Jean Paul Garnier

The table is designed for easy building, it’s materials and components are found in common hardware stores.Its structure is built around a central wooden beam which ties the table together. Along the beam are channels into which the tables components fit. These channels give say to all the possible assembling between units and within each module. The assembly is easy to achieve. The technology is easily modifiable or replicated. The amount of configurations and positions is enormous because the table adjusts creatively to the users conditions.

Tab

le 0

2_JP

G

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Page 24: Work Portfolio 2012, Architect Jean Paul Garnier

70 575

3050

5030

1.60

475 225 5

1715

5571

7

Page 25: Work Portfolio 2012, Architect Jean Paul Garnier

Tab

le 0

2_JP

G

26

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“Redesign of a 1930’s multifamily row house in Bonn, Germany. The goal of this work is to create an energy efficient architecture that reduces energy consumption up to 50%.“

A CompanyOliver SchuetteJean Paul Garnier

LOCATION Bonn, Germany

TYPECollective Dwelling

STAGEPermissions/Construction

YEAR2010

3T

S11

_AC

om

pan

y

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Page 30: Work Portfolio 2012, Architect Jean Paul Garnier

01imagen de proceso

Page 31: Work Portfolio 2012, Architect Jean Paul Garnier

203.01 m258.8 m2261.81 m2

USABLE AREA (NOT INCLUDING THE VERTICAL CORE)

BASEMENT

TOTAL

58.8 m2

58.8 m2

58.8 m2

26.61 m2(BETWEEN COLUMNS)

(INCLUDING BALCONY)

(INCLUDING BALCONY)

(INCLUDING BALCONY)

58.8 m2

CO

RE

10.2

m2

ISO 2

ISO 1

34.49 m2

33.18 m2

34.49 m2

33.18 m2

25.29 m2

26.61 m2

25.29 m2

19.85 m2

19.59 m2

CO

RE

8 m

2 +

HAL

LS 4

m2 255.97 m2

24.4 m2280.37 m2

USABLE AREA (NOT INCLUDING THE VERTICAL CORE)

BASEMENT

TOTAL

24.4 m2

34.49 m2

25.29 m2

26.61 m2

25.29 m2

19.85 m2

19.59 m2

33.18 m2

33.18 m2

CO

RE

8 m

2 +

HAL

LS 4

m2 221.48 m2

24.4 m2245.88 m2

USABLE AREA (NOT INCLUDING THE VERTICAL CORE)

BASEMENT

TOTAL

24.4 m2

24.45 m2

25.29 m2

26.61 m2

25.29 m2

34.49 m2

33.18 m2

34.49 m2

CO

RE

8 m

2 +

HAL

LS 4

m2 207.8 m2

24.4 m2232.2 m2

USABLE AREA (NOT INCLUDING THE VERTICAL CORE)

BASEMENT

TOTAL

24.4 m2

15 m2

25.29 m2

26.61 m2

25.29 m2

19.59 m2

33.18 m2

34.49 m2

34.49 m2

33.18 m2

CO

RE

8 m

2 +

HAL

LS 4

m2 251.12 m2

24.4 m2275.52 m2

USABLE AREA (NOT INCLUDING THE VERTICAL CORE)

BASEMENT

TOTAL

24.4 m2

11.81 m2

34.49 m2

33.18 m2

33.18 m2

34.49 m2

25.29 m2

22.18 m2

21.07 m2

11.96 m2

CO

RE

8 m

2 +

HAL

LS 4

m2 231.65 m2

24.4 m2256.05 m2

USABLE AREA (NOT INCLUDING THE VERTICAL CORE)

BASEMENT

TOTAL

24.4 m2

The technical components of the passive house design corresponds with a reorganization of the facades as well as an improved organization of the individual floor plans and their relationship between inside and outside spaces. Passive measures -such as shading and natural ventilation-, as well as active measures -such as solar energy production and rain water recollection-, are combined to reduce the overall energy footprint and to improve living comfort.

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Page 33: Work Portfolio 2012, Architect Jean Paul Garnier

“Its spatial configurations and their expressions on the two main facades are explored with the goal to integrate the new building in its urban context and at the same time to illustrate its cutting edge approach towards building technology.”

“Two interlocked apartments are fit into the available space in such a way that both units have a street level entrance as well as a maximum exposure of views to the nearby river and the iconic medieval castle that dominates the surrounding landscape.”

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“What matters is the correspondence of the house (...) with its inhabitant(...). The Minotaur justifies, in full, the existence of the labyrinth.”

Jorge Luis Borges, Abenjacán el bojarí, muerto en su laberinto

Architects LairAMTJean Paul Garnier

LOCATIONEscazú, SJ, CR

TYPEHousing Unit

STAGEProposal

YEAR2011-2012

4V

01_A

MT

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Page 39: Work Portfolio 2012, Architect Jean Paul Garnier

The basic idea is to unfold space from the terrain, to bring man closer to earth.It’s from this basic operation that derives the architecture for the house. Its space develops from the void, giving each component an individual space, hence forming a rich and detailed object, that manages to penetrate and sink in to the memory of whom inhabits. It seeks not to be forgotten, in this sense it’s not ephemeral, but seeks to be infinite.

The objective is clear: to create a haven that transcends oblivion and in turn caves into memories. In order to achieve this three aspects are given priority: scale, detail and context.

*Recinto. (Del lat. re y cinctus, cercado, rodeado).1. m. Espacio comprendido dentro de ciertos límites.

Diccionario de la Real Academia Española, Vigésimo Segunda Edición.

“The bond from man to locus and through locus to space, is inherent to his inhabiting. The bond between man and space is no other than inhabiting, thinking essentially.”

p.359 Martín Heidegger, Basic Writings.

This house is designed to emphasize that essential bond between man, space and matter. That’s why its architecture derives from the most basic of space principles: the simple enclosure, a haven (recinto*).

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“Rainy waters are delivered, by means of a concrete beam, to a concrete plate. They are cleansed through a ceramic filter and fall into a water tank for later use as potable or gardening water.”

Scale: The design strives to create comfortable spaces, not big or luxurious, but small and “cozy”. The house is designed as an object composed of small spaces, meant to be perceived as anthropometricaly correct and fitting. Detail: Although the house is small, it’s driven by detailed design. Each component of the architecture, from windows to furniture, are designed as individual pieces that fit perfectly in the space. Such rigour would attempt to lay a rich ground for memory to cultivate upon. Details, as Bachelard would have it, are meant to resonate in memory.Context: This house bonds man to his context. It’s a seating from which to observe garden, the landscape, the sky. The water falls from the roof onto the concrete plate. This architecture gives man a place. This architecture is that of a window to inhabit.

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3 3A 1

3 3A 1

0+30cm

0+15cm 0+30cm 0+45cm 0+60cm 0+45cm

0+150cm

0+90cm

0+90cm

0+75cm

B C D E F G H I J KA

C D E F G H I J KA

01

02

03

04

05

06

07

08

01

02

03

04

05

06

07

08

0+45cm

33

A1

33

A1

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C D E F G H I J KA

C D E F G H I J KA

33

A1

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“Architecture was attempted as a bold, raw and exciting object that bonds man to memory, man to landscape and that gives man a place.”

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“Architecture as a spark (J. Lerner),a catalyze that gives way to urban bonding: Architecture that builds city, when put into action would be able to project new economies and clarify opportunities therein. It bonds to the city, forming part of its identity. It enriches the city with its presence, forming a part of the complex webs that interweave around it.”

JPGJean Paul Garnier

LOCATIONGuachipelín, Escazú, CR

TYPEHousing/office

STAGEProposal

YEAR2010 5

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An architectural model is

proposed, which contains the inclusion

of economical program to the site, promoting greater urban

richness, exchange and

economicalsustentability, as well as density.

OPORTUNIDAD

INCLUSIÓN PROGRAMÁTICA

OPPORTUNITY

PROGRAMMATIC INCLUSION

N 0 .2 .5 1 Centro educativo

Espacio público recreativo

Centro comercial

Centro de negocios

Area industrial

Vertice del area de estudio

N 0 .2 .5 1 Zona no-urbanizada (rural)

Zona urbanizada (alta plusvalía)

Zona urbanizada (baja plusvalía)

N 0 .2 .5 1

3271128

586

577

Aglomeración de comercio

Aglomeración de servicios educativos

Aglomeración de espacios públicos

Radios de 500 mts (Jan Gehl)

Vértice de area de estudio

The project is located at Guachipelín, an urban satellite for Escazú City. It’s characterized by its linear configuration and by the limits set by the terrains morphology which in addition to the roads that service the satellite, spread developments and houses along its two and a half kilometer length.Its an urban formation fragmented by its linearity and its urban model which compartmentalizes terrains in order to develop them, horizontally. This in turn emphasizes its decentralizing drive.Most of its programmatic composition is housing and its usual derivatives. This is one of the mayor urban issues, its programmatic exclusion and lack of variety.

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Page 55: Work Portfolio 2012, Architect Jean Paul Garnier

The project is constituted architecturally of two parts, one for each main programmatic phase. The first, the office plaza, is built from the terrain, from its excavation. The result is a horizontal space which, in its continuity and length, promotes exchange and communicative richness sought in modern office spaces. Over this space overhangs the main roof which offers protection, light and ventilation. The roof is designed to allow visual amplitude from the main street, allowing people to see the landscape, rendering the project invisible.The second phase is the housing tower, built upon principles opposite from phase one. Its disjoined from the ground, being elevated. It sets out to separate its program from the street level. Each of its living units has its on floor level and elevator level. This gesture emphasizes on privacy and generates a better appropriation of the spaces.The tower is designed as a slender, elegant concrete volume which is positioned to allow (like phase one) the landscape to be seen from the street.

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N. DE PERMISO

SELLOS

APROBACION COMISION REVISORA DE PERMISOS DE CONSTRUCCION

PROYECTO:

LHMPROPIETARIO:

XXXXXXXXXXXXXXXXXXXXXXXXXXX

PROVINCIA CANTON DISTRITO

SAN JOSE ESCAZU SAN RAFAEL

DISEÑO:Jean Paul Garnier P

DIBUJANTE:

JEAN PAUL GARNIER P

PROFESIONAL RESPONSABLE:

NOMBRE:

FIRMA: N. REGISTRO:XX-00000

PROFESIONAL RESPONSABLE DIRECCION TECNICA:

NOMBRE:

FIRMA: N. REGISTRO:XX-00000

INFORMACION REGISTRO PUBLICO

PROPIETARIO:N. CATASTRO: X-0000000-0000CED. JURIDICA N.: 0-000-0000000SILLAS: FOLIO REAL N. 0000000

CONTENIDO:

ESCALA FECHA N. DE LAMINA

INDICADA 09-10 A4/1

DISEÑO DE JARDINERA-CONTENSION

ACABADO DE CIELOS

ACABADO DE PAREDES

Piso de Loceta de Concreto Colada en Obra de 60x120 cm

ACABADO DE PISOS

TABLA DE ACABADOS

Piso en Ladrillo de Arcilla Sólido de 5x10cm

Cielo en Gypsum densglass 12mm

lb

gy

Pared en bloques de concreto repellada, af inada y pintada con dos manos de pintura color blanco/crema a seleccionar

r

Pared en bloques de concreto repellada, af inada y pintada con dos manos de pintura color blanco/crema a seleccionar, a partir de 80cm S.N.P.T.

b

Piso en Concreto Vistoc

lc

Pared en concreto vistoc

Cielo Expuestoce

Pared en Bloques de Concreto enchapada en azulejos 8*16cm azules a seleccionara

Pared liviana en madera machimbrada a seleccionarl

Piso de loza Concreto Pulido con Piedra Blanca Colada en Obra de 60x120 cmcp

Piso enchapado con azulejos 8*16cm azules a seleccionara

Piso en vinil antideslizante a seleccionarv

RELLENO DE LASTRECOMPACTADO 95% CON CBR>30

SELLO DE 10cm DECONCRETO POBRE

Z1

NPT 0-164cm

NPT 0-141cm

NPT 0+000cm

NPT 0+148cm

NCT 0+393cm

NPT 0+533cm

NPT 0-253cm

NCT 0+128cm

3066

302.

391.

2810

2.82

1050

401.

262.

391.

282.

921.

003.

654.

207.

85

301.

1077

1.68

2043

1.86

4060

1515

1.40

2.45

632.

263.

852.

88

COLUMNA DE CONCRETO COLADO EN SITIO,CONCRETO FC'210, PREPARADO CON HIDROMAX,

VER DETALLE.

DOS CAPAS DE IMPERMEABILIZANTEURETANIZER DE LANCO Y PLASTICO NEGRO

APLICADO SOBRE MURO

ARRIOSTRES (VER DETALLE)

CANOA DE CONCRETO DE 5cmDE ESPESOR MALLA#2@15cm

MURO DE CONTENCION DE 20cm DEESPESOR, MALLA #4@15cm, COLADO EN SITIO

PREPARADO CON HIDROMAX

RELLENO DE PIDRACUARTA PARA CONTROL DE

HUMEDAD

PROYECCION DE MURO DEARRIOSTRE

MURO DE CONRETO DE 15cm DEESPESOR, MALLA#4@15cm

Z2

CONTRAPISO DE CONCRETO,MALLA#2@15cm (VER DETALLE)

VENTANERIA DE MADERA TIPO(VER DETALLE)

VM

DET.1

JARDIN

DM1

DC2

SECCION 2-2 DETALLE DE JARDINERA NORTEESC 1:50

CC

C C

L

DV1

L

RELLENO DE LASTRE COMPACTADO 95%CON CBR>30

SELLO DE 10cm DECONCRETO POBRE

Z1

NPT 0-164cm

NPT 0-141cm

NPT 0+000cm

NPT 0+148cm

NCT 0+393cm

NPT 0+533cm

NPT 0-253cm

NCT 0+128cm

301.

1077

1.68

2043

1.86

4060

1515

1.40

2.45

632.

263.

852.

88

COLUMNA DE CONCRETO COLADO ENSITIO, CONCRETO FC'210, PREPARADO CON

HIDROMAX, VER DETALLE.

ARRIOSTRES (VER DETALLE)

CANOA DE CONCRETO DE 5cmDE ESPESOR MALLA#2@15cm

Z2

CONTRAPISO DE CONCRETO,MALLA#2@15cm (VER DETALLE)

DM2

PROYECCION DE MURO DEARRIOSTRE

RELLENO DE PIEDRA CUARTA PARACONTROL DE HUMEDAD

MURO DE CONTENCION DE 20cm DEESPESOR, MALLA #4@15cm, COLADO EN SITIO

PREPARADO CON HIDROMAX

DOS CAPAS DE IMPERMEABILIZANTEURETANIZER DE LANCO Y PLASTICO NEGRO

APLICADO SOBRE MURO

VIGA DE AMARRE DE ESTRUCTURAPRINCIPAL

CANOA DE CONCRETO DE 5cm DEESPESOR MALLA#2@15cm

RAMPA DE CONCRETO,MALLA#2@15cm

3.65

4.20

7.85

JARDIN

3066

302.

391.

2810

2.82

1050

401.

262.

391.

282.

921.

00

DM1

SECCION 1-1 DETALLE DE JARDINERA NORTEESC 1:50

CC

DC2

22

11

NPT 0-141cmNPT 0-252cm

2

3

4

5

6

7

8

9

10

11

13

2.79

2.79

2.79

2.79

2.79

2.79

2.12

2.12

2.10

2.14

10%

10%

10%

10%

10%

2

3

4

5

6

7

8

9

10

11

13

2.79

2.79

2.79

2.79

2.79

2.79

2.12

2.12

2.10

2.14

BA4.88

A'A4.88

2.79

5.59

5.59

4.91

4.22

3.65

502.

2950

5.09

505.

0950

4.41

503.

7250

1.89

1.52

23.0

93.

65

C2

C2

C2

C2

C2

C2

M1

M1

M1

M1

M1

PLANTA ARQUITECTONICA DE JARDINERA NORTEESC 1:50

MURO DE CONRETO DE 15cm DE ESPESOR, MALLA#4@15cm

CANOA DE CONCRETO DE 5cm DE ESPESOR MALLA#2@15cm

MURO BAJO CON BANCA (DM2)

CANOA DE CONCRETO DE 5cm DE ESPESOR MALLA#2@15cm

MURO BAJO CON BANCA (DM2)

MURO ARRIOSTRE DE CONCRETO COLADO DE 15cm DE ESPESOR MALLA#4@15cmA40

MURO ARRIOSTRE DE CONCRETO COLADO DE 15cm DE ESPESOR MALLA#4@15cmA40

MURO ARRIOSTRE DE CONCRETO COLADO DE 15cm DE ESPESOR MALLA#4@15cmA40

MURO DE CONTENCION DE 20cm DE ESPESOR, MALLA #4@15cm, COLADO EN SITIO PREPARADO CON HIDROMAX (DM1)

MURO DE CONTENCION DE 20cm DE ESPESOR, MALLA #4@15cm, COLADO EN SITIO PREPARADO CON HIDROMAX (DM1)

MURO DE CONTENCION DE 20cm DE ESPESOR, MALLA #4@15cm, COLADO EN SITIO PREPARADO CON HIDROMAX (DM1)

MURO DE CONTENCION DE 20cm DE ESPESOR, MALLA #4@15cm, COLADO EN SITIO PREPARADO CON HIDROMAX (DM1)

MURO DE CONTENCION DE 20cm DE ESPESOR, MALLA #4@15cm, COLADO EN SITIO PREPARADO CON HIDROMAX (DM1)

JARDINERA RELLENA DE TIERRA SUELTA

REJILLA DE PLETINA DE 2mm@3,5cm

ANGULAR DE 2,5*2,5cm*2mm

CORONA DE MURO BAJO 4#3, ARO#2@15cm

CANOA DE CONCRETO DE 5cm DEESPESOR MALLA#2@15cm

MURO BAJO BLOCK DE 15*20*40cm CELDASRELLENAS, #3@20cm VERTICAL, #3@20cm

HORIZONTAL

CONTRAPISO DE CONCRETO,MALLA#2@15cm (VER DETALLE)

Z2

SELLO DE 5cm DE CONCRETO POBRE

RELLENO DE PIDRA CUARTA PARACONTROL DE HUMEDAD

RELLENO DE LASTRE COMPACTADO 95%CON CBR>30 SEGUN ESTUDIO DE SUELOS

1010

2060

1515

2020

6030

4090

5 15 14 26

25 15 25

DM1 MURO DE CONTENCION BAJOESC 1:10

Page 65: Work Portfolio 2012, Architect Jean Paul Garnier

N. DE PERMISO

SELLOS

APROBACION COMISION REVISORA DE PERMISOS DE CONSTRUCCION

PROYECTO:

LHMPROPIETARIO:

XXXXXXXXXXXXXXXXXXXXXXXXXXX

PROVINCIA CANTON DISTRITO

SAN JOSE ESCAZU SAN RAFAEL

DISEÑO:Jean Paul Garnier P

DIBUJANTE:

JEAN PAUL GARNIER P

PROFESIONAL RESPONSABLE:

NOMBRE:

FIRMA: N. REGISTRO:XX-00000

PROFESIONAL RESPONSABLE DIRECCION TECNICA:

NOMBRE:

FIRMA: N. REGISTRO:XX-00000

INFORMACION REGISTRO PUBLICO

PROPIETARIO:N. CATASTRO: X-0000000-0000CED. JURIDICA N.: 0-000-0000000SILLAS: FOLIO REAL N. 0000000

CONTENIDO:

ESCALA FECHA N. DE LAMINA

INDICADA 09-10 A4/1

DISEÑO DE JARDINERA-CONTENSION

ACABADO DE CIELOS

ACABADO DE PAREDES

Piso de Loceta de Concreto Colada en Obra de 60x120 cm

ACABADO DE PISOS

TABLA DE ACABADOS

Piso en Ladrillo de Arcilla Sólido de 5x10cm

Cielo en Gypsum densglass 12mm

lb

gy

Pared en bloques de concreto repellada, af inada y pintada con dos manos de pintura color blanco/crema a seleccionar

r

Pared en bloques de concreto repellada, af inada y pintada con dos manos de pintura color blanco/crema a seleccionar, a partir de 80cm S.N.P.T.

b

Piso en Concreto Vistoc

lc

Pared en concreto vistoc

Cielo Expuestoce

Pared en Bloques de Concreto enchapada en azulejos 8*16cm azules a seleccionara

Pared liviana en madera machimbrada a seleccionarl

Piso de loza Concreto Pulido con Piedra Blanca Colada en Obra de 60x120 cmcp

Piso enchapado con azulejos 8*16cm azules a seleccionara

Piso en vinil antideslizante a seleccionarv

RELLENO DE LASTRECOMPACTADO 95% CON CBR>30

SELLO DE 10cm DECONCRETO POBRE

Z1

NPT 0-164cm

NPT 0-141cm

NPT 0+000cm

NPT 0+148cm

NCT 0+393cm

NPT 0+533cm

NPT 0-253cm

NCT 0+128cm30

6630

2.39

1.28

102.

8210

5040

1.26

2.39

1.28

2.92

1.00

3.65

4.20

7.85

301.

1077

1.68

2043

1.86

4060

1515

1.40

2.45

632.

263.

852.

88

COLUMNA DE CONCRETO COLADO EN SITIO,CONCRETO FC'210, PREPARADO CON HIDROMAX,

VER DETALLE.

DOS CAPAS DE IMPERMEABILIZANTEURETANIZER DE LANCO Y PLASTICO NEGRO

APLICADO SOBRE MURO

ARRIOSTRES (VER DETALLE)

CANOA DE CONCRETO DE 5cmDE ESPESOR MALLA#2@15cm

MURO DE CONTENCION DE 20cm DEESPESOR, MALLA #4@15cm, COLADO EN SITIO

PREPARADO CON HIDROMAX

RELLENO DE PIDRACUARTA PARA CONTROL DE

HUMEDAD

PROYECCION DE MURO DEARRIOSTRE

MURO DE CONRETO DE 15cm DEESPESOR, MALLA#4@15cm

Z2

CONTRAPISO DE CONCRETO,MALLA#2@15cm (VER DETALLE)

VENTANERIA DE MADERA TIPO(VER DETALLE)

VM

DET.1

JARDIN

DM1

DC2

SECCION 2-2 DETALLE DE JARDINERA NORTEESC 1:50

CC

C C

L

DV1

L

RELLENO DE LASTRE COMPACTADO 95%CON CBR>30

SELLO DE 10cm DECONCRETO POBRE

Z1

NPT 0-164cm

NPT 0-141cm

NPT 0+000cm

NPT 0+148cm

NCT 0+393cm

NPT 0+533cm

NPT 0-253cm

NCT 0+128cm

301.

1077

1.68

2043

1.86

4060

1515

1.40

2.45

632.

263.

852.

88

COLUMNA DE CONCRETO COLADO ENSITIO, CONCRETO FC'210, PREPARADO CON

HIDROMAX, VER DETALLE.

ARRIOSTRES (VER DETALLE)

CANOA DE CONCRETO DE 5cmDE ESPESOR MALLA#2@15cm

Z2

CONTRAPISO DE CONCRETO,MALLA#2@15cm (VER DETALLE)

DM2

PROYECCION DE MURO DEARRIOSTRE

RELLENO DE PIEDRA CUARTA PARACONTROL DE HUMEDAD

MURO DE CONTENCION DE 20cm DEESPESOR, MALLA #4@15cm, COLADO EN SITIO

PREPARADO CON HIDROMAX

DOS CAPAS DE IMPERMEABILIZANTEURETANIZER DE LANCO Y PLASTICO NEGRO

APLICADO SOBRE MURO

VIGA DE AMARRE DE ESTRUCTURAPRINCIPAL

CANOA DE CONCRETO DE 5cm DEESPESOR MALLA#2@15cm

RAMPA DE CONCRETO,MALLA#2@15cm

3.65

4.20

7.85

JARDIN

3066

302.

391.

2810

2.82

1050

401.

262.

391.

282.

921.

00

DM1

SECCION 1-1 DETALLE DE JARDINERA NORTEESC 1:50

CC

DC2

22

11

NPT 0-141cmNPT 0-252cm

2

3

4

5

6

7

8

9

10

11

13

2.79

2.79

2.79

2.79

2.79

2.79

2.12

2.12

2.10

2.14

10%

10%

10%

10%

10%

2

3

4

5

6

7

8

9

10

11

13

2.79

2.79

2.79

2.79

2.79

2.79

2.12

2.12

2.10

2.14

BA4.88

A'A4.88

2.79

5.59

5.59

4.91

4.22

3.65

502.

2950

5.09

505.

0950

4.41

503.

7250

1.89

1.52

23.0

93.

65

C2

C2

C2

C2

C2

C2

M1

M1

M1

M1

M1

PLANTA ARQUITECTONICA DE JARDINERA NORTEESC 1:50

MURO DE CONRETO DE 15cm DE ESPESOR, MALLA#4@15cm

CANOA DE CONCRETO DE 5cm DE ESPESOR MALLA#2@15cm

MURO BAJO CON BANCA (DM2)

CANOA DE CONCRETO DE 5cm DE ESPESOR MALLA#2@15cm

MURO BAJO CON BANCA (DM2)

MURO ARRIOSTRE DE CONCRETO COLADO DE 15cm DE ESPESOR MALLA#4@15cmA40

MURO ARRIOSTRE DE CONCRETO COLADO DE 15cm DE ESPESOR MALLA#4@15cmA40

MURO ARRIOSTRE DE CONCRETO COLADO DE 15cm DE ESPESOR MALLA#4@15cmA40

MURO DE CONTENCION DE 20cm DE ESPESOR, MALLA #4@15cm, COLADO EN SITIO PREPARADO CON HIDROMAX (DM1)

MURO DE CONTENCION DE 20cm DE ESPESOR, MALLA #4@15cm, COLADO EN SITIO PREPARADO CON HIDROMAX (DM1)

MURO DE CONTENCION DE 20cm DE ESPESOR, MALLA #4@15cm, COLADO EN SITIO PREPARADO CON HIDROMAX (DM1)

MURO DE CONTENCION DE 20cm DE ESPESOR, MALLA #4@15cm, COLADO EN SITIO PREPARADO CON HIDROMAX (DM1)

MURO DE CONTENCION DE 20cm DE ESPESOR, MALLA #4@15cm, COLADO EN SITIO PREPARADO CON HIDROMAX (DM1)

JARDINERA RELLENA DE TIERRA SUELTA

REJILLA DE PLETINA DE 2mm@3,5cm

ANGULAR DE 2,5*2,5cm*2mm

CORONA DE MURO BAJO 4#3, ARO#2@15cm

CANOA DE CONCRETO DE 5cm DEESPESOR MALLA#2@15cm

MURO BAJO BLOCK DE 15*20*40cm CELDASRELLENAS, #3@20cm VERTICAL, #3@20cm

HORIZONTAL

CONTRAPISO DE CONCRETO,MALLA#2@15cm (VER DETALLE)

Z2

SELLO DE 5cm DE CONCRETO POBRE

RELLENO DE PIDRA CUARTA PARACONTROL DE HUMEDAD

RELLENO DE LASTRE COMPACTADO 95%CON CBR>30 SEGUN ESTUDIO DE SUELOS

1010

2060

1515

2020

6030

4090

5 15 14 26

25 15 25

DM1 MURO DE CONTENCION BAJOESC 1:10

Mo

der

n H

abit

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PG

66

Page 66: Work Portfolio 2012, Architect Jean Paul Garnier

N. DE PERMISO

SELLOS

APROBACION COMISION REVISORA DE PERMISOS DE CONSTRUCCION

PROYECTO:

LHMPROPIETARIO:

XXXXXXXXXXXXXXXXXXXXXXXXXXX

PROVINCIA CANTON DISTRITO

SAN JOSE ESCAZU SAN RAFAEL

DISEÑO:Jean Paul Garnier P

DIBUJANTE:

JEAN PAUL GARNIER P

PROFESIONAL RESPONSABLE:

NOMBRE:

FIRMA: N. REGISTRO:XX-00000

PROFESIONAL RESPONSABLE DIRECCION TECNICA:

NOMBRE:

FIRMA: N. REGISTRO:XX-00000

INFORMACION REGISTRO PUBLICO

PROPIETARIO:N. CATASTRO: X-0000000-0000CED. JURIDICA N.: 0-000-0000000SILLAS: FOLIO REAL N. 0000000

CONTENIDO:

ESCALA FECHA N. DE LAMINA

4#6 A40

ARO#3@15cmA33

4#6 A40

5 1.10 51.20

540

550

ARO#3@15cmA33

4#6 A40

SELLO DE 10cm ESPESOR DECONCRETO POBRE

RELLENO DE LASTRECOMPACTADO 95% CON CBR>30

SEGUN ESTUDIO DE SUELOS

MALLA #5@15cm A40

4.21

6035

5

NPT 0-253cm

4.81

405.

21

4050

401.

30

40 1.20 40

2.00

PLACA AISLADA, MALLA#4@15cm A40

A

A

1.18 82

78 42

DC2 COLUMNA Y PLACA AISLADAESC 1:25

SELLO DE 10cm ESPESOR DECONCRETO POBRE

RELLENO DE LASTRECOMPACTADO 95% CON CBR>30

SEGUN ESTUDIO DE SUELOS

ARO #4@20cm A40

NPT 0-253cm

MALLA #4@15cm A40

ARO #4@15cm A406#5 A40

5#5@ A40

RELLENO DE PIEDRACUARTA PARA CONTROL DE

HUMEDAD

DOS CAPAS DE IMPERMEABILIZANTEURETANIZER DE LANCO Y PLASTICO

NEGRO APLICADO SOBRE MURO

335

3.14

530

53.

5240

3.92

5 1.87 3 15 31.92 20

2.12

5 75 20 35 580 20 40

1.40

A

A

58 82

1.70 42

DM1 MURO DE CONTENCIONESC 1:25

INDICADA 09-10 A5/5

DISEÑO DE COLUMNA MURO DE JARDINERAS-CONTENSIONDETALLE DE CUBIERTA SOBRE PLAZA CENTRAL

51.

505

1.60

135 3 135

30

EJE DE SIMETRIA

VIGA DE ACERO PERFIL I DE30*60cm*50*30mm, SEGUN

CRITERIO ESTRCTURAL, PINTADACON DOBLE MANO DE PINTURA

ANTICORROSIVA AMARILLAAUTOMOTRIZ A SELECCIONARREFUERZO DE CORTANTE EN

LAMINA DE ACERO DE 10mmESPESOR, SOLDADO CON HILO

CONTINUO SEGUN NOTAS DESOLDADURA

NOTA: LA VIGA MANTENDRA LOS MISMOS CALIBRES Y CARACTERISTICAS DEL ACERO A LO LARGO DE SU EXTENSION, INCLUSIVE EL HABER CAMBIOS EN SU CONFIGURACION.

TENSOR EN VARILLA#6 LISA A40, SOLDADA A VIGA I

BOTAGUAS HG#22ARTICULACION DE VIGA LARGUEO A VIGA I

CON PERNO DE 12mm DIAM. CON DOBLEARANDELA DE 2mm SEGUN ESTRUCTURAL

LARGUERO EN ANGULARESTRUCTURAL DE 75*75*5mm A40

CUBIERTA DE VIDRIO ESTRUCTURALTEMPERADO Y AHUMADO, VER DETALLE DE

EMPALMET ESRUCTURAL ENSAMBLADA DE PERIL

RECTANGULAR DE 75*10mm y 100mm*10mmVIDRIO ESTRUCTURAL

TEMPERADO Y AHUMADOEMPAQUE DE HULE SELLADO

CON SILICON LIQUIDOLARGUERO EN ANGULAR

ESTRUCTURAL DE 75*75*5mm A40

PLETINA DE 100*6mm SOLDADA A LAGUERO ESTRUCTURAL

EMPALME DE CANOA INTERNA EN ANGULAR DE 5*5cm*6mm

ESCALERILLA EN PERFIL ESTRUCTURAL DE 1/2*1/2"*2,4mm

PERNO AUTOMOTRIZ INSTALADO CONDOBLE ROSCA Y ARANDELA EN AMBOS

EXTREMOS SEGUN CRITERIO ESTRUCTURALCANOA INTERNA EN HG#24 CUBIERA EN FIBRA DEVIDRIO, PINTADA CON DOBLE MANO DE PINTURA

ANTICORROSIVA NEGRA A SELECCIONAR

BASE DE APOYO DE CANOA (ALTURA REGULADASEGUN PENDIENTE) EN PERFIL ESTRUCTURAL DE

2.5*2.5cm*2,4mm

PLETINA DE 10*10cm*10mm SOLDADA A VIGA AMERICANA(LONGITUDINAL)

VIGA AMERICANA EN PERFIL ESTRUCTURAL DE 5*10cm*2,4mm

PLETINA DE ACERO DE 6mm A40

EMPALME EN PLETINAS DE ACERO DE 5*12.5cm*6mm A40 SOLDADO A VIGAAMERICANA, ARTICUALDO A PLETINA, SEGUN CRITERIO ESTRUCTURAL

55

560

1010

35

8013

98

1881

6

2.77

5

6

2.82

10

3

10

3

2-2 SECCION DE CUBIERTA DE PLAZA CENTRALESC 1:10

Page 67: Work Portfolio 2012, Architect Jean Paul Garnier

N. DE PERMISO

SELLOS

APROBACION COMISION REVISORA DE PERMISOS DE CONSTRUCCION

PROYECTO:

LHMPROPIETARIO:

XXXXXXXXXXXXXXXXXXXXXXXXXXX

PROVINCIA CANTON DISTRITO

SAN JOSE ESCAZU SAN RAFAEL

DISEÑO:Jean Paul Garnier P

DIBUJANTE:

JEAN PAUL GARNIER P

PROFESIONAL RESPONSABLE:

NOMBRE:

FIRMA: N. REGISTRO:XX-00000

PROFESIONAL RESPONSABLE DIRECCION TECNICA:

NOMBRE:

FIRMA: N. REGISTRO:XX-00000

INFORMACION REGISTRO PUBLICO

PROPIETARIO:N. CATASTRO: X-0000000-0000CED. JURIDICA N.: 0-000-0000000SILLAS: FOLIO REAL N. 0000000

CONTENIDO:

ESCALA FECHA N. DE LAMINA

4#6 A40

ARO#3@15cmA33

4#6 A40

5 1.10 51.20

540

550

ARO#3@15cmA33

4#6 A40

SELLO DE 10cm ESPESOR DECONCRETO POBRE

RELLENO DE LASTRECOMPACTADO 95% CON CBR>30

SEGUN ESTUDIO DE SUELOS

MALLA #5@15cm A40

4.21

6035

5

NPT 0-253cm

4.81

405.

21

4050

401.

30

40 1.20 40

2.00

PLACA AISLADA, MALLA#4@15cm A40

A

A

1.18 82

78 42

DC2 COLUMNA Y PLACA AISLADAESC 1:25

SELLO DE 10cm ESPESOR DECONCRETO POBRE

RELLENO DE LASTRECOMPACTADO 95% CON CBR>30

SEGUN ESTUDIO DE SUELOS

ARO #4@20cm A40

NPT 0-253cm

MALLA #4@15cm A40

ARO #4@15cm A406#5 A40

5#5@ A40

RELLENO DE PIEDRACUARTA PARA CONTROL DE

HUMEDAD

DOS CAPAS DE IMPERMEABILIZANTEURETANIZER DE LANCO Y PLASTICO

NEGRO APLICADO SOBRE MURO

335

3.14

530

53.

5240

3.92

5 1.87 3 15 31.92 20

2.12

5 75 20 35 580 20 40

1.40

A

A

58 82

1.70 42

DM1 MURO DE CONTENCIONESC 1:25

INDICADA 09-10 A5/5

DISEÑO DE COLUMNA MURO DE JARDINERAS-CONTENSIONDETALLE DE CUBIERTA SOBRE PLAZA CENTRAL

51.

505

1.60

135 3 135

30

EJE DE SIMETRIA

VIGA DE ACERO PERFIL I DE30*60cm*50*30mm, SEGUN

CRITERIO ESTRCTURAL, PINTADACON DOBLE MANO DE PINTURA

ANTICORROSIVA AMARILLAAUTOMOTRIZ A SELECCIONARREFUERZO DE CORTANTE EN

LAMINA DE ACERO DE 10mmESPESOR, SOLDADO CON HILO

CONTINUO SEGUN NOTAS DESOLDADURA

NOTA: LA VIGA MANTENDRA LOS MISMOS CALIBRES Y CARACTERISTICAS DEL ACERO A LO LARGO DE SU EXTENSION, INCLUSIVE EL HABER CAMBIOS EN SU CONFIGURACION.

TENSOR EN VARILLA#6 LISA A40, SOLDADA A VIGA I

BOTAGUAS HG#22ARTICULACION DE VIGA LARGUEO A VIGA I

CON PERNO DE 12mm DIAM. CON DOBLEARANDELA DE 2mm SEGUN ESTRUCTURAL

LARGUERO EN ANGULARESTRUCTURAL DE 75*75*5mm A40

CUBIERTA DE VIDRIO ESTRUCTURALTEMPERADO Y AHUMADO, VER DETALLE DE

EMPALMET ESRUCTURAL ENSAMBLADA DE PERIL

RECTANGULAR DE 75*10mm y 100mm*10mmVIDRIO ESTRUCTURAL

TEMPERADO Y AHUMADOEMPAQUE DE HULE SELLADO

CON SILICON LIQUIDOLARGUERO EN ANGULAR

ESTRUCTURAL DE 75*75*5mm A40

PLETINA DE 100*6mm SOLDADA A LAGUERO ESTRUCTURAL

EMPALME DE CANOA INTERNA EN ANGULAR DE 5*5cm*6mm

ESCALERILLA EN PERFIL ESTRUCTURAL DE 1/2*1/2"*2,4mm

PERNO AUTOMOTRIZ INSTALADO CONDOBLE ROSCA Y ARANDELA EN AMBOS

EXTREMOS SEGUN CRITERIO ESTRUCTURALCANOA INTERNA EN HG#24 CUBIERA EN FIBRA DEVIDRIO, PINTADA CON DOBLE MANO DE PINTURA

ANTICORROSIVA NEGRA A SELECCIONAR

BASE DE APOYO DE CANOA (ALTURA REGULADASEGUN PENDIENTE) EN PERFIL ESTRUCTURAL DE

2.5*2.5cm*2,4mm

PLETINA DE 10*10cm*10mm SOLDADA A VIGA AMERICANA(LONGITUDINAL)

VIGA AMERICANA EN PERFIL ESTRUCTURAL DE 5*10cm*2,4mm

PLETINA DE ACERO DE 6mm A40

EMPALME EN PLETINAS DE ACERO DE 5*12.5cm*6mm A40 SOLDADO A VIGAAMERICANA, ARTICUALDO A PLETINA, SEGUN CRITERIO ESTRUCTURAL

55

560

1010

35

8013

98

1881

6

2.77

5

6

2.82

10

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3

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Past roads.“Laura”Acrylic on woodYEAR2009

FORMAT100*36cm

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“Sol”Acrylic on canvas

YEAR2010

FORMAT84*118cm

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“I thank Architecture for it has allowed me to see the world through its eyes.”Rafael Moneo

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