Portfolio

Alejandra Rojas WilckensArchitect and Permaculture Designer

EMAIL [email protected] | CEL 09-7-5732301

INTRODUCTION

IntroductionI am an Architect and Permaculture Designer, with a passion in the social Development of the World, particularly creating human settlements that benefit its people and environment. Focus in design thats in conjunction with nature, using Bioclimatic Design and Permaculture Design while respecting the natural resources that the planet gives us.

Two years ago I went to Australia for studying Permaculture with the creator of this discipline, Bill Mollison, at the University of Melbourne, Australia. This was a dream that I could reach, and helped me to receive the knowledge about this system of design which points out to work with the Land and not against it. Coming back to Chile I want to share this, at the time of design our public spaces, applying sustainable and beauty concepts, design patterns respectful to the Earth. I would love to share this with the people that need it most. The need for living in green environments is not just because of its beauty, also it allows us to live in a more harmonious way in contact with the earth, and even more important, it allows us to grow our own food, in community; happy enjoying what nature has provided us.

Chile, 2014

EMAIL: [email protected] | CEL: 09-7-5732301

2

2014

TABLE OF CONTENTS

Table of Contents 4 - 7 CONSULTING FOR SUSTAINABLE DESIGN LANDSCAPE 2013

8 - 11 PERMACULTURE DESIGN, LANDSCAPE REGENERATION AND FOOD FOREST 2013

12 - 13 PERMACULTURE DESIGN THE LIVING IN PEACE PROJECT, KARAMEA, NEW ZEALAND 2012

14 - 17 DESIGN OF REPAIRS OF HERITAGE HOUSES IN HISTORIC CENTER OF RANCAGUA, CHILE 2012

18 - 21 DESIGN OF RESTAURANT SANTA BRASA 2012

22 - 24 STRUCTURAL REPAIR OF S.I.I. BUILDING, RECOLETA, SANTIAGO 2011

25 - 27 DESIGN OF MONTESSORI SCHOOL IN VALPARAISO 2011

28 - 32 DESIGN OF RUKA ECO-LODGE FOR INDIGENOUS ASOCIATION MAPULAHUAL 2009

33 - 40 MUSEUM OF MYTHOLOGY OF CHILOE 2008-09

41 - 44 RESTORATION OF SANTA LUCIA HILLS NORTH ENTRANCE 2007

45 - 49 DESIGN OF CULTURAL CENTER,EX-PRISON IN VALPARAISO 2007

3

2014

CONSULTING FOR SUSTAINABLE DESIGN LANDSCAPE

Consulting for Sustainable Design LandscapeConsulting and design of a green plate, part of the whole design of a Complex of Inclusive Collective Housing built of wood, for the city of Concepcin, Chile. Calling it a green plate is making reference to the Landscape Design of the project, which are green recreational areas on the first level and turn plate community work, on the second level, which consisted of vegetable beds and leisure areas, always trying to strike a balance between sustainability and in turn separation with private green areas of each department. We also sought to place the trees at strategic points depending on the desired shade.

As part of a permaculture concept, we design a system for collecting rain water, carried in underground tanks to have supply during the dry season in Concepcin, for irrigation of beds and recreational areas, achieving self-sustainability of the landscape design project.

4

2013

CONSULTING FOR SUSTAINABLE DESIGN LANDSCAPE

5

2013

2013 CONSULTING FOR SUSTAINABLE DESIGN LANDSCAPE

6

VCIMVIVIENDA COLECTIVA INCLUSIVA DE MADERA

ALUMNO:IGNACIO ROJAS W

PROFESOR GUIA:ROBERTO BURDILES A

LCONTENIDO:

BOMBA ELEVADORA SOLAR

ESTANQUE 5000 LTS

FILTRO

FILTRO

ESTANQUE 5000 LTS

BOMBA ELEVADORA SOLAR

PANEL SOLAR

PANEL SOLAR

ESTANQUE 350 LTS

ESTANQUE 350 LTS

BAJADA AGUA PARA RIEGO

BAJADA DE AGUA LLUVIA

AGUA IMPULSADA PORBOMBA SOLAR

RIEGO DE HUERTOS POR GOTEO

RIEGO AREAS VERDESPUBLICAS POR GOTEO

RIEGO AREAS VERDESPUBLICAS POR GOTEO

RIEGO DE HUERTOSPOR GOTEO

RIEGO DE AREAS VERDESESPACIO COMUNITARIOPOR GOTEO

BAJADA AGUA PARA RIEGO

BAJADA DE AGUA LLUVIA

AGUA IMPULSADA PORBOMBA SOLAR

TOTAL REAS VERDES: 303,16 m2CONSUMO: 1.5 lts/m2 - 454 lts/daPLUVIOSIDAD ANUAL CONCEPCION: 1200mm

CAPACIDAD DE ALMACENAJE AGUA: 25000 lts55 DAS DE AUTONOMA

SISTEMA DE RECOLECCIN DEAGUAS LLUVIAS Y REGADO 22

2013CONSULTING FOR SUSTAINABLE DESIGN LANDSCAPE

7

PERMACULTURE DESIGN, LANDSCAPE REGENERATION AND FOOD FOREST

Permaculture Design, landscape regeneration and food forest, Wanaka, New ZealandAfter finishing the PDC (Permaculture Design Certificate Course), in the University of Melbourne, Australia, I had the opportunity to design a permaculture project for a family in New Zealand. It was a great chance, with the kiwilandscape being similar to the postglacial landscape in the south of Chile, where this type of geography is perfect to project the design of dams and swales. Basically the shape of the landscape allows to reach the basic first purpose in a permaculture design, to capture the water efficiently by moving it over the contour to add in generating soil, therefore the generation of fertility for the creation of a self-sustaining ecosystem.

8

2013

PERMACULTURE DESIGN, LANDSCAPE REGENERATION AND FOOD FOREST

First it was necessary to recognize the propertys size, and profile shape, especially key contour lines for handling the waters movement over the ground and water retention in this. After thinking ways of soil restoration was critical with the eroded and heavily compacted from many years of grazing and monoculture agriculture explosion in the land.

After this came the key and basic exercises for the future design. We designed a windbreaker that did not block the 180 degrees view from the inside of the house, which because of Wanaka council rules needed to be located in this place to not be seen from the road, leaving the house in the windiest place but with the best view of the property.

DETAIL OF DESIGN FOR WIND PROTECTION

RECODATIONS OF FIXING LAND COMPATIOON HIGH RUN

OFF LANDSCAPE

9

2013

The next step of the design process was to draw the key contour lines; the idea is that these are contour lines where it is more efficient to move the water, along the property, hydrating the different areas of the land, creating soil fertility. At the same time a restoration treatment of the soil was necessary, which is demarcated by dashed lines in the plan. These channels also bind the different dams, moving through the contour line, with an overflow system, which allows the soil to be in constant hydration simply capturing the rainwater year falling during the year over the ground. This was the general scheme worked in the field.

2013 PERMACULTURE DESIGN, LANDSCAPE REGENERATION AND FOOD FOREST

10

After tracing the swales and dams, edible forests areas were traced, the windbreaker on the north side, which was a volume of soil and vegetation, and the west faces windbreaker. Then the vegetable species were chosen and how to combine them by scale, protection and leaf type, and clearly, as the needs of the clients. Also we taught them how to create their own compost so that they could have the basis of soil generation and grounds restoration for planting and growing their own vegetables in the future.

COMPOST VEGETABLE PLANTING SYSTEM

WORM COMPOST

SPIRAL GARDEN

2013PERMACULTURE DESIGN, LANDSCAPE REGENERATION AND FOOD FOREST

11

PERMACULTURE DESIGN THE LIVING IN PEACE PROJECT, KARAMEA, NEW ZEALAND

Permaculture Design THE LIVING IN PEACE PROJECT, Karamea, Nueva ZelandaNamed for its pursuit to achieve self-sustainability, specifically energy and food self-sustainable. Located in the southern island of the country, in a natural context, surrounded by national parks, on the west coast, I was greeted by the Permaculture Manager David Tailby, Certified Designer Permaculture by Bill Mollison also, assisting him to design different areas of the property such as orchards and edible forest, plus tasks such as creating compost and seedlings (the base of any planting), management of irrigation water based on rainwater harvesting and to choose the association of plant species. This last point allowed me to learn how to find the most beneficial place for each element, always designing for the creation of a natural ecosystem that achieves self-sustainability over time.

12

2012

PERMACULTURE DESIGN THE LIVING IN PEACE PROJECT, KARAMEA, NEW ZEALAND

BEFORE

COMPOST

AFTER

2012

13

DESIGN OF REPAIRS OF HERITAGE HOUSES IN HISTORIC CENTER OF RANCAGUA, CHILE

Design of Repairs of Heritage Houses in Historic Center of Rancagua, ChileAfter the huge Earthquake of 27th February 2010, the historic center of the city Rancagua was seriously damaged. All the buildings of this area are adobe-brick constructions, so some of the damages needed to be fixed with this old way of construction. This job was part of the governmental Program of Reconstruction and Repair of Heritage Buildings. We needed to visit the different houses, speak with the owners, measure them, register the damage in a diagnosis resume sheet, than design the repairs, and then go and visit with the Engineers in Construction for explain our Design Purpose, so they could built them according with our plans.

3895.8

1104

.4

Adosamiento

Comedor

EstarDormitorio 1Dormitorio 2Dormitorio 3Dormitorio 4Cocina

Bao

Dormitorio 5

BodegaGarage

Patio

Dormitorio 6

Bao

58.3 472.7 15.0 269.5 15.0 438.0 18.0 293.0 20.0 1337.4 15.0 307.0 66.0 501.0 70.0

48.0

996.4

60.0

48.0

255.9

12.0

88.0

640.5

60.0

3708.5

964.0

187.4

48.0

128.0

125.0

169.0

129.0

143.0

125.0

145.0

48.0

349.0

22.0

135.0

22.0

515.4

60.0

187.4

220.0 272.0 303.8 129.0 588.7 123.0 372.0 123.0 303.0 123.0 367.0 120.0 664.0

58.3 472.7 35.0 398.820.0

273.720.0

600.020.0

362.020.0

393.420.0

201.020.0

388.021.8

501.2 70.0

265.0

55.0

155.0

55.0

2 2 2 2 2 2 2

2

2

2

2

A'

A

Relleno grietas superficiales:Mezcla de barro/Cal hidralica/Yeso

Primera capa de revoque 10mmMayor densidad de agregados gruesos

Segunda capa de rovoque 5mmMezcla de barro/fibras/cal

Pintura

Albailera de AdobeGuardapolvo madera 0,5 x 6"

Pintura

3 a 4 capas de lechada de cal pura

Revoque Exteriorrevoque de cal hidralica

ZAARTU

O' CARROL

GAMERO

ALM

ARZA

N

264.9

3197.4

1004

.7

1073.1

650.4

Ado

samiento

ELEVACION PONIENTEESCALA 1:50

22 2 2 2 2

25

2

25 24 24 243 4

11c 11c

11c 11c 11c 11c

11c

ELEVACION SURESCALA 1:50

Ado

samiento

25

2

2 2 2 2

11c 11c

11c

CORTE A-A'ESCALA 1:50

479.1

288.0

191.1

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0

60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

264.9

60.0

60.0

60.0

60.0

60.0

60.0

60.0

UBICACION

FIRMAS

PROPIETARIO

ARQUITECTO

VB DOM

N : FECHA :

L A M I N A 01

ESTUDIO 360

EGIS Beatriz Valenzuela V.

CONTENIDO

SOLUCIONES TERRITORIALES

PLANTA ARQUITECTURA

S U B S I D I O Sde RECONSTRUCCIN y REPARACIN PATRIMONIAL

ALZADOS CORTES

NOMBRE

e-mail

: BEATRIZ VALENZUELA VAN TREEK

: [email protected]

: ALEJANDRA ROJAS WILCKENS: JAVIER GONZLEZ

NOMBRE

DOMICILIO

R.U.T. ::

:ROL :

ROSA ELENA RUIZ MOSCOSO

GAMERO N 185, RANCAGUA

3.701.868-6

S I M B O L O G I AProyecto de Reparacin Vivienda Patrimonial.

2 - Estuco y pintura muro.3 - Machiembrado en aleros.

EXTERIORES:

24 - Bajada Aguas Lluvias.25 - Canaleta Aguas Lluvias.

TECHUMBRE:

PLANTA DE TECHUMBRE

4 - Reemplazar Tapacn.11.d - Pintar puertas y ventanas con sus respectivos marcos.

2012

14

DESIGN OF REPAIRS OF HERITAGE HOUSES IN HISTORIC CENTER OF RANCAGUA, CHILE

15

2012

Estar-Comedor

Cocina americana

BaoDormitorio 1

Dormitorio 2

Bodega 1

Bodega 2

536.0120.0 376.010.0120.010.0 18.0 340.0 18.0

15.0

425.0

15.0

250.0

15.0

285.0

464.0

18.0

388.0

60.0

1935

.0

10.0

429.9

10.0

460.0

10.0

387.0

(AMPLIACION)

848.1

15.0

320.0 118.0 82.0 93.110.010.0 320.0 482.018.0 18.0

130.0 95.0

Ado

samiento

A A'

B B'

C

C'1 1 1

12 12a12 12a

12

12a

12

12a

12

12a

12a

12

12 12a 12 12a

1

39

39

1

11

11

17

17

17a17b

30

39

12

12

12

12

12

BALM

ACEDA

ACEVEDO

TENIENTE

CENTENARIO

N

Ado

samiento

Ado

samiento

ELEVACION PRINCIPALESCALA 1:50

3 11b

22 23

24 25

27 27a 27b

Ado

samiento

Ado

samiento

ELEVACION POSTERIORESCALA 1:50

27

24 25

2722 23

27a 27b

27a 27bVer detalle de cercha propuesta

Ado

samiento

Ado

samiento

CORTE B-B'ESCALA 1:50

16a

27

24 25

2722 23

27a

39

ELEVACION NORTEESCALA 1:50

(AMPLIACION)

32

27 222327a27b28

27 222327b28

27a

1

1111 17 17

17

(AMPLIACION)

Dormitorio 2 Dormitorio 1 Estar-comedor

CORTE C-C'ESCALA 1:50

27 2223

27 2223

27b

27a

30

2827a

27b28

1985

.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 33.0518.0

172.0

506.0

1985

.014

79.0

506.0

238.0

233.0

1307

.018

2.5

233.0

273.0

57.5

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

40.0

26.5

10.0

22

22

22

28

28

28

Estar-Comedor

Ado

samiento

Ado

samiento


Construir Doble tabique parareforzar muro de adobe

Emplantillado pobre paraanclar tabique de seccin

15x15cm

esparrago anclaje 6'' o 8''

Perno anclaje entra tabiques y muro

Muro adobe con desprendimiento de material

16a

22 28

30

27 27a 27b

UBICACION

FIRMAS

PROPIETARIO

ARQUITECTO

VB DOM

N : FECHA :

L A M I N A 01

ESTUDIO 360


CONTENIDO


PLANTA ARQUITECTURA


ALZADOS CORTES

NOMBRE

e-mail


: [email protected]

: ALEJANDRA ROJAS WILCKENS: JAVIER GONZLEZ FUENTES

NOMBRE

DOMICILIO

R.U.T. ::

:ROL :

MARA JOS MENDEZ SILVA

CENTENARIO N 260, RANCAGUA

13.944.502-3


3 - Machiembrado en aleros.

EXTERIORES:

12 - Reforzar, estucar y pintar muro.12.a. - Filtracin humedad de muro (Revisar y reparar).

INTERIORES:

24 - Bajada Aguas Lluvias.23 - Sellos en Zicalum techumbre.

25 - Canaleta Aguas Lluvias.

22 - Reparacin de cerchas.

28 - Reposicin de cerchas en mal estado.

TECHUMBRE:

27.a - Instalacin impermeabilizacin (fieltro).

PLANTA DE TECHUMBRE

1 - Reforzar, estucar y pintar muro.

16 - Cambio de puerta.

30 - Reposicin de volcanita en cielo.

OTROS:

32 - Reemplazar instalacin elctrica.

11.b - Forrar alero.

17 - Instalacin de puerta y marco.

27 - Instalacin cobertura de techumbre (zincalum).

27.b - Instalacin de aislante trmico (fisiterm, poliestirenoexpandido u otro).

11 - Instalacin ventana.

Muro Adobe35 x 70 x 15 cm.

Listn de Madera de PinoImpregnada de 1" x 6 "

Perno Roscalatae=10 mm. L= 76 cm.

Tuerca HexagonalMetlica o = 10 mm.

Golilla Metlicao = 10 mm.

Bajo relievedel Adobe

DETALLE 4

Listn Madera de PinoImpregnada 2" x 6"

Cielo Madera de PinoImpregnada 1" x 4"

Tabla de Base PinoImpregnado 1" x 3"Montante Madera PinoImpregnada 2" x 3"Entablado de piso madera1" x 4"Arriostrado Maciso MaderaPino Impregnada 2" x 3"Fieltroe = 1 mm.

Membrana Asflticae = 4 mm.Aislantee = 2,5 cm.

Losa de Concretoe = 10 cm.Malla de Refuerzo6" x 6"Terreno NaturalCompactado

Varillas Continuaso = 1 mm.

20

25

Maderaimpregnada conrebaje de 1/2"para ensamblaje.

Perforacin deltornillo pasante

D e t a l l e 1

20

Detalle traslapo madera y fijacin con pletina.

Detalle rebaje de madera.

Pletina Metlica en "L" e = 3 mm.

Bloque de Adobe Perforado 30 x 64 x 15 cm.

Tornillo Roscalata Cabeza Plana 8 x 112"

Perno Roscalatae=10 mm. L= 76 cm.

Listn de Madera de Pino Impregnada de 1" x 6 "


Golilla Metlica o = 10 mm.

Pletina Metlica en "L" e = 3 mm.




Pintura


Pintura



Dintel en madera(existente).

Refuerzo horizontal

20

h/2

h/2

50

L1

L2

Refuerzo vertical

Perforacin del tornillopasante

Golilla Metlica o = 10 mm.


Calado en Muro de Adobe3cm. Profundidad

Perforacin o = 10 mm.de un lado al otro del muro.

Perforacin o = 10 mm.de un lado al otro de la madera.

Perforacin o = 10 mm.de un lado al otro de la madera.

Listn de Madera de PinoImpregnada 1" x 6".

Listn de Madera de PinoImpregnada 1" x 6".

D e t a l l e 2B a j o r e l i e v e d e l a d o b e

D e t a l l e 3E n s a m b l a j e m a d e r a s

BALM

ACEDA

ACEVEDO

TENIENTE

CENTENARIO

N

Placa OSB Std.1220 x 2440 x 9,5 mm.

Papel Fieltro Volcn15 lb. Liso 1 m. x 40 m.

Listones de Madera de PinoImpregnada 1" x 1"

Tirante Inferior Madera dePino Impregnada 2" x 6"

Plancha de Zinc85 cm. x 200 cm.

Perno Roscalatae = 10 mm. L = 7 cm.

Canaleta Aguas LluviasZinc e = 2 mm.

Tapacn Madera PinoImpregnada 1" x 7"

Alero Machiembrado1" x 4" L = 3.20 m.

Diagonal Madera PinoImpregnada 2" x 6"

Tirante Superior MaderaPino Impregnada 2" x 6"Listn Madera Pino

Impregnada 2" x 6"

Listn Madera PinoImpregnada 2" x 6"

Listones Madera de PinoImpregnado para Clavar 4" x 4"

Plancha de Zinc85 cm. x 200 cm.

Pie derecho pino aserrado 2x3''

solera de montaje pino aserrado 2x3''

Riostra pino aserrado 2x3''

solera inferior pino aserrado 2x3''

Sobresolera pino aserrado 2x3''

Solera superior pino aserrado 2x3''

Dintel pino aserrado 2x3''

Alfeizar pino aserrado 2x3''

Cadeneta pino aserrado 2x3''

Dintel pino aserrado 2x3''

20.640.040.040.040.052.552.5

30.040.040.040.062.0 62.076.0

40.0

40.0

40.0

40.0

28.0

Emplantillado pobre 15x15cm para anclar tabique

esparrago anclaje 6'' o 8''

Ado

samiento

CORTE B-B'ESCALA 1:20

Muro co

rtafue

go F-60

Costanera 2"x2" @ 60 cmPlaca de OSB e=9.5 mm

Fieltro 15 lbPlancha de Zincalum ondulad e= 0.35 cm

Volcanita e= 8 mm

Muro existente

10.067.6

10.067.6

10.067.6

10.067.6

10.067.6

10.0

Cercha de madera 1"x4"

230.0

63.5

20.0

Solera y pie derechos de pino de 2"x4"Doble capa de planchas de permanit e= 6mmTabique cubierto con plancha de zincalum lisoLana Mineral

Canal de agua lluvia de 125 x 125 mm e= 0.3 mmTapacn de 1"x8" en madera de pino aserrada

398.0

UBICACION

FIRMAS

PROPIETARIO

ARQUITECTO

VB DOM

N : FECHA :

L A M I N A 01

ESTUDIO 360


CONTENIDO


PLANTA ARQUITECTURA


ALZADOS CORTES

NOMBRE

e-mail


: [email protected]

: ALEJANDRA ROJAS WILCKENS: JAVIER GONZLEZ FUENTES

NOMBRE

DOMICILIO

R.U.T. ::

:ROL :


PLANTA DE TECHUMBRE

MARA JOS MENDEZ SILVA

CENTENARIO N 260, RANCAGUA

13.944.502-3

3 - Machiembrado en aleros.

EXTERIORES:

12 - Reforzar, estucar y pintar muro.12.a. - Filtracin humedad de muro (Revisar y reparar).

INTERIORES:

24 - Bajada Aguas Lluvias.23 - Sellos en Zicalum techumbre.

25 - Canaleta Aguas Lluvias.

22 - Reparacin de cerchas.

28 - Reposicin de cerchas en mal estado.

TECHUMBRE:

27.a - Instalacin impermeabilizacin (fieltro).

1 - Reforzar, estucar y pintar muro.

16. - Cambio de puerta.

30 - Reposicin de volcanita en cielo.

OTROS:

32 - Reemplazar instalacin elctrica.

11.b - Forrar alero.

17.a - Reemplazar marco de puerta o ventana. 17.b - Pintar marco de puerta o ventana.

27 - Instalacin cobertura de techumbre (zincalum).

DESIGN OF REPAIRS OF HERITAGE HOUSES IN HISTORIC CENTER OF RANCAGUA, CHILE2012

16

3895.8

1104

.4

Adosamiento

Comedor

EstarDormitorio 1Dormitorio 2Dormitorio 3Dormitorio 4Cocina

Bao

Dormitorio 5

BodegaGarage

Patio

Dormitorio 6

Bao

58.3 472.7 15.0 269.5 15.0 438.0 18.0 293.0 20.0 1337.4 15.0 307.0 66.0 501.0 70.0

48.0

996.4

60.0

48.0

255.9

12.0

88.0

640.5

60.0

3708.5

964.0

187.4

48.0

128.0

125.0

169.0

129.0

143.0

125.0

145.0

48.0

349.0

22.0

135.0

22.0

515.4

60.0

187.4

220.0 272.0 303.8 129.0 588.7 123.0 372.0 123.0 303.0 123.0 367.0 120.0 664.0

58.3 472.7 35.0 398.820.0

273.720.0

600.020.0

362.020.0

393.420.0

201.020.0

388.021.8

501.2 70.0

265.0

55.0

155.0

55.0

2 2 2 2 2 2 2

2

2

2

2

A'

A




Pintura


Pintura



ZAARTU

O' CARROL

GAMERO

ALM

ARZA

N

264.9

3197.4

1004

.7

1073.1

650.4

Ado

samiento

ELEVACION PONIENTEESCALA 1:50

22 2 2 2 2

25

2

25 24 24 243 4

11c 11c

11c 11c 11c 11c

11c

ELEVACION SURESCALA 1:50

Ado

samiento

25

2

2 2 2 2

11c 11c

11c


479.1

288.0

191.1

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0

60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

60.0

264.9

60.0

60.0

60.0

60.0

60.0

60.0

60.0

UBICACION

FIRMAS

PROPIETARIO

ARQUITECTO

VB DOM

N : FECHA :

L A M I N A 01

ESTUDIO 360


CONTENIDO


PLANTA ARQUITECTURA


ALZADOS CORTES

NOMBRE

e-mail


: [email protected]

: ALEJANDRA ROJAS WILCKENS: JAVIER GONZLEZ

NOMBRE

DOMICILIO

R.U.T. ::

:ROL :

ROSA ELENA RUIZ MOSCOSO

GAMERO N 185, RANCAGUA

3.701.868-6


2 - Estuco y pintura muro.3 - Machiembrado en aleros.

EXTERIORES:

24 - Bajada Aguas Lluvias.25 - Canaleta Aguas Lluvias.

TECHUMBRE:

PLANTA DE TECHUMBRE

4 - Reemplazar Tapacn.11.d - Pintar puertas y ventanas con sus respectivos marcos.

DESIGN OF REPAIRS OF HERITAGE HOUSES IN HISTORIC CENTER OF RANCAGUA, CHILE 2012

17

DESIGN OF RESTAURANT SANTA BRASA

Design of Restaurant Santa BrasaThis was an order of the owner of this company, that wanted to built this Retail project in the new shopping center of Santiago. It was an interior design of a restaurant, trying to give a scenic image, working with layers in the scenery background, different textures and depths, red acrylic and dry aged area behind a wood ribbon moving from the background to the front of the project. The main difficulty was to respond to all the requierements that the shopping centers asked for.

18

2012

DESIGN OF RESTAURANT SANTA BRASA

19

2012

DESIGN OF RESTAURANT SANTA BRASA2012

20

DESIGN OF RESTAURANT SANTA BRASA 2012

21

STRUCTURAL REPAIR OF S.I.I. BUILDING, RECOLETA, SANTIAGO

Structural Repair of S.I.I. Building, Recoleta, SantiagoAfter the huge Earthquake of 27th February 2010, many Buildings were damaged from Santiago, capital of Chile, to Concepcion, Earthquakes epicenter. At this Engineer Consulting, AEES, they received many orders for Structural Calculations and Repairs Design for this damaged buildings. This was one of them, the building was having mainly damages in all the beams and columns, and the last level needed to be completely rebuilt, with collaborating slabs, therefore, join a new metallic structure with the old concrete one, strengthened this last one. My roll in this job was drafting and architecture design to support the engineers for the solution of structural problematics.

PERFORACIN PLACA BASE=15/16"PERNO A 325 7/8" PARA TODAS LAS COLUMNAS

5.00

27.50

30.00

8.00

2.50

GROUT DE NIVELACIN SIKAGROUT

2.00

PERNO A 325 7/8"

TUERCA DE NIVELACIN

HORMIGN

PL 30/27,5 e= 5mmACERO A 420-270 ES

3 PARA TODAS LAS COLUMNAS

6.35PLACA DE LOSA COLABORANTE

DETALLE TIPO CN 2

V.N IN 20 x 30,6

PL 10/30 e= 10 mm (ALA DE IN 20x30.6)ACERO A 420-270 ES

10.00

3.00

EJE D - PARALELO A EJE 5

Tpico6

ATIESADOR e= 5mm

Tip.

Tip.

VISTA EN PLANTADETALLE CN 2

5

5

D D

5.00 3.00

18.00

4.00

5.50

V.N IN 20 x 30,6

30.00

30.00

VISTA EN PLANTADETALLE CN 2- DEBAJO DE LOSA C.

5

5

D D

10.00

ALMA DE V.N IN 20 x 30,6

ATIESADOR e= 5mmATIESADOR e= 5mm


Tip.

2.00

16.00

10.00

ESC. 1:10ESC. 1:10

ESC. 1:10


2.00

PERNO A 325 7/8"

HORMIGN

PL 25/32,5 e= 5mmACERO A 420-270 ES

PARA TODAS LAS COLUMNAS


V.N IN 30 x 75,4

DETALLE TIPO CN 1EJE C - PARALELO A EJE 5

ATIESADORES e= 5mm

Tpico6

PL 25/32,5 e= 5mmACERO A 420-270 ES

VN IN 20 X 19,8

5

VN IN 30x75.4VIGA H.A.

10.50

5

17.50

MURO H.A.

CC

5

VISTA EN ELEVACINDETALLE CN 1


PERNO A 325PARA TODAS LAS COLUMNAS

7/8"


MURO H.A.

3 3.5

3.00

18.00

5.00

TUERCA DE NIVELACIN

25.00


32.50

5

MURO H.A.

C

C

5

ALMA DE V.N IN 30x75.4

ATIESADOR e= 5mm

26.50

5.00

7.50

3.00 7.50

15.00

3.00

4.00


6

VIGA H.A.

CN 1

10.00

ATIESADOR e= 5mm

Tip.

ATIESADOR e= 5mm

Tip.

9.00

32.50

3.00

3.00

9.00 5.00

10.00

C

14.00

Tip. Tip.

ESC. 1:10 ESC. 1:10

V.N IN 30 x 75,4

2.00

TUERCA DE NIVELACIN

HORMIGN

PL 30/38 e= 5mmACERO A 420-270 ES


DETALLE TIPO CN 4

PL e= 8mm ALA DE IN 30x75.4ACERO A 420-270 ES

PL 19/11.5 e= 16 mm ALA DE IN 30x75.4ACERO A 420-270 ES

10.00

VN IN 30x75.4

43.00

19.00

8.00

6.50

11.50

VN IN

20 X 19

,8

MURO H.A.

11A

11A

C C

EJE C - EJE 11A

G


VN IN 30x75.4

11.50

6.50

VN IN

20 X 19

,8

MURO H.A.

11A

11A

C C

VISTA EN PLANTADETALLE CN 4 - DEBAJO DE LOSA C.

14.00

32.00

e= 8 mm (ALA DE IN 20x19.8)ACERO A 420-270 ES

5.00 9.00 5.00

6.50

5.00

3.50

3.50

19.00

19.00

5.00

5.00

6.50

11.50

PL 19/11,5 e= 5mmACERO A 420-270 ES

3.00

8.00



7/8"

Tpico6

Tip.

VN IN 20 X 19,8

LC 05 LC 01

MURO H.A.

ESC. 1:10 ESC. 1:10

ESC. 1:10


2.00

PERNO A 325

TUERCA DE NIVELACIN

HORMIGN

PL 25/30 e= 5mmACERO A 420-270 ES



DETALLE TIPO CN 3

10.00

7/8"

EJE C - EJE 8

C

NOTA= SE EXTIENDE 10 cms. LOSACOLABORANTE DESDE EJE C EN DIRECCIN AEJE D

25.00

44.00

5.00

VN IN 30x75.4VN IN 30x75.4

VN IN 30x75.4

8

8

CC


18.00

5.0030.00

5.00

VN IN 30x75.4VN IN 30x75.4

VN IN 30x75.4

8

8

CC


PILAR H.A. 20/30


Tip.

4.50 5.50


5.50

ATIESADOR e= 5mm

18.00

30.00

3.50

3.50

V.N IN 30 x 75,4

ATIESADOR e= 5mmTip.


Tpico6

3.50

2.00

5.00

3.50

Tip. Tip.

ESC. 1:10 ESC. 1:10

ESC. 1:10

3.0 3.5

ATIESADORES e= 5mm

Tpico6

PL 30/28 e= 5mmACERO A 420-270 ES

VN IN 20 X 19,8

11A



14.50 14.506.35PLACA DE LOSA COLABORANTE


2.00

Tpico

PERNO A 325

TUERCA DE NIVELACIN

HORMIGN

PL 30/27,5 e= 5mmACERO A 420-270 ES

3.06


DETALLE TIPO CN 5EJE G - EJE 11A

10.00

7/8"

G

ATIESADORES e= 5mm

VN IN 20 X 19,8



5.00

27.50

30.00

8.00

2.50

3.00


11A

11A

G G

5.00 3.00

18.00

4.00

5.50


VN IN

20 X 19,8

27.50

30.00

2.50

10.50

11A

11A

G G

10.50

VN IN

20 X 19,8

6.50

PL 10,5/27,5 e= 5mmACERO A 420-270 ES

ALM

A DE V.N

IN 30x75.4

ATIESADOR e= 5mm

13.00

13.00

13.00

13.00

Tip. Tip.Tip.

Tip. Tip.

2.00

16.50

7.50 7.50

PL 10,5/27,5 e= 10 mm (ALA DE IN 20x19.8)ACERO A 420-270 ES

ESC. 1:10 ESC. 1:10

ESC. 1:10

ESC. 1:10

3.0 3.5

ATIESADORES e= 5mm

Tpico6

PL 30/28 e= 5mmACERO A 420-270 ES

VN IN 20 X 19,8

13A





2.00

Tpico

PERNO A 325

TUERCA DE NIVELACIN

HORMIGN

PL 30/27,5 e= 5mmACERO A 420-270 ES

3.06



10.00

7/8"

G

ATIESADORES e= 5mm

VN IN 20 X 19,8



5.00

27.50

30.00

8.00

2.50

3.00


13A

13A

G G

5.00 3.00

18.00

4.00

5.50


VN IN

20 X 19,8

27.50

30.00

2.50

10.50

13A

13A

G G

10.50

VN IN

20 X 19,8

6.50

PL 10,5/27,5 e= 5mmACERO A 420-270 ES

ALM

A DE V.N

IN 30x75.4

ATIESADOR e= 5mm

13.00

13.00

13.00

13.00

Tip. Tip.Tip.

Tip. Tip.

2.00

16.50

7.50 7.50

ACERO A 420-270 ESPL 10,5/27,5 e= 8 mm (ALA DE IN 20x19.8)

ESC. 1:10 ESC. 1:10

ESC. 1:10

ESC. 1:10

CONSULTORIAEN INGENIERA

NOTA: TODAS LAS MEDIDAS SE VERIFICARN EN OBRA

22

2011

STRUCTURAL REPAIR OF S.I.I. BUILDING, RECOLETA, SANTIAGO

DET.6 ANCLAJE VIGA NUEVA HORMIGN ARMADOesc. 1:10

VIGA NUEVA 20/50

LOSA HA EXISTENTE16 CM

30.00 30.00

SUPERFICIEINTENCIONADAMENTE RUGOSA

LOSA HA EXISTENTE16 CM

(1+18)@30

20.00

50.00

ELEVACIN EJE C

LONGITUD DE ANCLAJEs/ TABLA DE EMPOTRAMIENTO EN LMINA 668-17

h= 1/3 h viga

VIGA NUEVA

A 63/42H

ICIEONADAMENTE RUGOSA

h= 1/3 h viga


DET.7 REFUERZOS VIGAS EJES 11A y 13Aesc. 1:10

14.00 14.00CONECTOR 16 @ 20 cm.

CONECTOR 16 @ 20 cm.anclado 14 cm con HILTI HIT RE 500

PERFIL C 30 x 43,430.00

VIGA EXISTENTE 20/59 VIGA EXISTENTE 20/59

CONECTOR 16 @ 25 cm.anclado 15 cm con HILTI HIT RE 500

CONECTOR 16 @ 25 cm.anclado 15 cm con HILTI HIT RE 500 N OTA = SE DEBER REALIZAR ENSAYO DE EXTRACCIN EN EL 10% DE LAS BARRAS

LOS CONECTORES Y LAS VIGAS SERN EN ACERO ASTM A 36 * SUJECIN IGUAL AL IN 30x70.54, SLO QUE LA PLACA BASE TIENE 14 mm DE ESPESOR

Tpico16

Tpico 16 PERFIL C 30 x 43,4

Tpico16

Tpico 16

DET. 8 UNIN PERFIL C 30 x 43.4 A VIGA H.A.esc. 1:10EJE 6- PISO 1

30.00 8.00

La

2 PERNOS DE 1''VARILLA HAS, HILTI SIMILAR

VN C 30x43.4

VIGA H.A

A A

10.00

2 PERNOS DE 1''VARILLA HAS, HILTI SIMILAR

VISTA A-ALa= segn fabricante15.00

MURO H.A

20.00

DET.9 UNIN VIGAS IN 20x75.4 Y VIGA 20x19.8esc. 1:10

V.N IN 20 x 75,4

VN IN 20x19.8

V.N IN 20 x 75,4

LOSA COLABORANTE

s

L S1

S1

S LL

V.N IN 20 x 75,4

V.N IN 20 x 75,4

V.N IN 20 x 75,4

V.N IN 20 x 75,4

VN IN 20x19.8

S1

S1

SLL

ALAS RETIRADASALA RETIRADA

S1 S1SLL

S1

S1

SLL

S1

S1

S LL

V.N IN 20 x 75,4

LOSA COLABORANTETpico

6

Tpico6

Tpico6

Tpico6

Tpico6

Tpico6

3.00

9.50

3.00 15.00

12.50

CERCHACERCHA

ATIESADORES e= 10 mm

50.00

31.00

12.50 25.00 12.50

CERCHA

5.00 15.00 5.00

12.50

1.00

0.501.00

DET.10 MNSULA 1 PILAR /CERCHASesc. 1:10

6.00 6.00

5.00

12.50 1.00 23.00 1.00 12.50

25.00

50.00

ESPACIOCANALETA AGUA LLUVIA

C.N

C.N

1.00

6.00

1.00

6.00

1.00

5.00

ACERO A 420/270 ESACERO A 420/270 ES

Tpico6

Tpico

Tpico6

Tpico6

PL 15/11,5 e= 10mm

Tpico

Tpico

IPE 180/91/8

DET.11 MNSULA 2/ PILAR / CERCHA / VIGAesc. 1:10

CERCHA

IPE 180/91/8

C.N C.N

ESPACIOCANALETA AGUA LLUVIA

3.00

9.50

3.00 15.00

12.50

ATIESADORES e= 10 mmPL 15/11,5 e= 10mm

50.00

31.00

12.50 25.00 12.50

1.00

IPE 70/91/8

12.50

1.00

0.50

7.00 7.00

IPE 70/91/8

5.00

25.00

50.00

1.00

6.00

1.00

6.00

1.00

5.00

CERCHA

5.00 15.00 5.00

12.50

1.00

0.50

6.00 6.00

C.N


12.50 1.00 23.00 1.00 12.50

Tpico6

Tpico6

Tpico6

Tpico6

Tpico6

Tpico6Tpico

Tpico

Tpico

IPE 160

IPE 200

DET. 12 UNIN VIGA TECHUMREesc. 1:10ELEVACIN EJE 8

IPE 160

ACERO ASTM A368.00

16.00

7.4 mm

5 mm

7.4 mm

10.00

20.00

5.6 mm

8.5 mm

8.5 mm

IPE 200

ACERO ASTM A36

4.50

S1

S1

S LL

C.N

CERCHA

VIGA IN 20x19,8

DET. 13 UNIN CERCHAS A VIGAS DE CIERRE O AMARRE TECHUMBREesc. 1:10ELEVACIN EJE G - PISO 3

Tpico

C.N

CERCHA

VIGA IN 20x19,8

Tpico

40/40/3

PERFIL C 200/75/5

ACERO A 420/270 ESPL 45/25 e= 10mm

ACERO A 420/270 ESPERNO DE ACERO d= 1/2 ''mm

PERFIL L 75/75/5

Tpico

Tpico

D

6

6

6

6

DET. 15 UNIN VIGA EN VOLADIZO IN 20x19,8 A PILAR H.A.esc. 1:10EJE 13 A ENTRE EJES F y G

30.0038.00

2 PERNOS A 325 5/8''

2x2 VARILLA HAS 1'' SIMILAR

10.00

20.00

L 100x100x6

13.0020.00

Tpico

18.00ep= 12 mm

Tpico

B

B

VISTA B-B



DETALLE CERCHA TIPOESC.1:25

PERFIL C 200/75/5

2 PERFILES L 40/40/3200/50/15/4 @ 50 cm (general)

40/40/3

200/75/5

200/75/5

NOTA= PARA CERCHAS 2,3 y 4VARA L PERO SON LOS MISMOS

PERFILES

PERFIL C 200/75/5

PERFIL C 200/75/5

@ 30 cm entre eje 5 y 8

ACERO A 420/270 ES

ACERO A 420/270 ES

ACERO A 420/270 ES



200.00

25.00

30.00

NOTA= h hormign y enerradurasvaran segn losa, como se muestra entabla de losas colaborantes adjunta.

lb

DETALLE LOSA COLABORANTE TIPOESC.1:25

221.50

Ubicacin Denominacin ts (cm)

Malla Armadura negativa por valle Conectores de corte por valle

OBSERVACIONESsep (cm) N (mm) Lb (m) (mm) CantidadEjes 8, 8a,8b,13a,13b y 15 Subterrneo -5,6,8,8a,8b,13a,13b, y 15 2 Piso LC01 5 8 30 2 10 2.0 16 6

Entre Ejes 3a y 5 1 piso LC02 6 8 30 - - - 12 4

Entre ejes 5 y 6 1 Piso LC03 10 8 25 - - - 18 4

Entre ejes C y D 1 y 2 piso LC04 12 8 20 - - - 15 4

Ejes 10 y 11, 11 y 13 - 1 y 2 Piso LC05 8 8 30 2 10 2.8 18 4 1.80 M EN LOSA DE LUZ MENOR

DETALLE AMARRE DE LOSA COLABORANTE A LATERALES DE HORMIGN

ANCLAJE HSL M 10/20 HILTI

esc. 1:10

LOSA COLABORANTE16 cm PERFIL 60/60/5

ATIESADOR @pl e= 5mm

0.502,75

2.756.00

0.8

0.8

ESPECIFICACIONES SEGN FABRICANTE

MALLA Fe 8 c/30 cm

80.00


La

Fe 8 A 63/42H EN CADA VALLE

310.00

PERFIL C 150/50/5

25.00

0.50 14.00 0.50

15.00

VISTA EN PLANTA

PERFIL C 150/50/5

A

A

PL 30/3

PERFIL C 150/50/5

7.00

55.00

7.00

55.00

7.00

55.00

7.00

55.00

7.00

24.00

4.00

51.00

4.003.004.00

51.00

4.003.004.00

51.00

4.003.004.00

51.00

4.003.004.00

51.00

4.00

PERFIL 30/4

VISTA A-A

DETALLE PILAR RETICULADO DE ACERO TIPOESC.1:10

PL 5/15 e= 5mm

Tpico

Tpico

Tpico

3

3

C.N

CERCHA

VIGA IN 20x19,8

Tpico

ACERO A 420/270 ESPL 45/25 e= 10mm

PERFIL L 75/75/5


PERFIL C 200/75/5 (CORDN INFERIOR CERCHA)

40/40/3

PERFIL C 200/75/5

Tpico

DETALLE UNIN CERCHA A PILARESC.1:10

C.N

0.50 7.00 0.50

7.50

1.00

ACERO A 420/270 ESPL 45/25 e= 10mm


PERFIL L 75/75/5

Tpico Tpico

Tpico

D

PERFIL L 75/75/5

4

444

2.00

7.50

EMPLANTILLADO DE HORMIGN H-5

ZAPATA ACTUAL

AMPLIACIN DE ZAPATA

ARMADURA DE ANCLAJE TIPO CCONTINUA fe 16 @ 35 cm.

ARMADURA DE DISTRIBUCINfe 12

ARMADURA DE DISTRIBUCINfe 12 @ 25 cm.

UNIN: PUENTE ADHERENTEADHESIVO SIKADUR 32

DETALLE AMPLIACIN DE ZAPATA

NOTA: ESTE ES UN DETALLE TIPO QUE SEACOMODAR SEGN SITUACIN EN TERRENO

ESC. 1:20




5.00

27.50

30.00

8.00

2.50


2.00

PERNO A 325 7/8"

TUERCA DE NIVELACIN

HORMIGN

PL 30/27,5 e= 5mmACERO A 420-270 ES

3 PARA TODAS LAS COLUMNAS


DETALLE TIPO CN 2

V.N IN 20 x 30,6


10.00

3.00

EJE D - PARALELO A EJE 5

Tpico6

ATIESADOR e= 5mm

Tip.

Tip.


5

5

D D

5.00 3.00

18.00

4.00

5.50

V.N IN 20 x 30,6

30.00

30.00


5

5

D D

10.00

ALMA DE V.N IN 20 x 30,6

ATIESADOR e= 5mmATIESADOR e= 5mm


Tip.

2.00

16.00

10.00

ESC. 1:10ESC. 1:10

ESC. 1:10


2.00

PERNO A 325 7/8"

HORMIGN

PL 25/32,5 e= 5mmACERO A 420-270 ES



V.N IN 30 x 75,4

DETALLE TIPO CN 1EJE C - PARALELO A EJE 5

ATIESADORES e= 5mm

Tpico6

PL 25/32,5 e= 5mmACERO A 420-270 ES

VN IN 20 X 19,8

5


10.50

5

17.50

MURO H.A.

CC

5




7/8"


MURO H.A.

3 3.5

3.00

18.00

5.00

TUERCA DE NIVELACIN

25.00


32.50

5

MURO H.A.

C

C

5


ATIESADOR e= 5mm

26.50

5.00

7.50

3.00 7.50

15.00

3.00

4.00


6

VIGA H.A.

CN 1

10.00

ATIESADOR e= 5mm

Tip.

ATIESADOR e= 5mm

Tip.

9.00

32.50

3.00

3.00

9.00 5.00

10.00

C

14.00

Tip. Tip.

ESC. 1:10 ESC. 1:10

V.N IN 30 x 75,4

2.00

TUERCA DE NIVELACIN

HORMIGN

PL 30/38 e= 5mmACERO A 420-270 ES


DETALLE TIPO CN 4

PL e= 8mm ALA DE IN 30x75.4ACERO A 420-270 ES

PL 19/11.5 e= 16 mm ALA DE IN 30x75.4ACERO A 420-270 ES

10.00

VN IN 30x75.4

43.00

19.00

8.00

6.50

11.50

VN IN

20 X 19

,8

MURO H.A.

11A

11A

C C

EJE C - EJE 11A

G


VN IN 30x75.4

11.50

6.50

VN IN

20 X 19

,8

MURO H.A.

11A

11A

C C


14.00

32.00

e= 8 mm (ALA DE IN 20x19.8)ACERO A 420-270 ES

5.00 9.00 5.00

6.50

5.00

3.50

3.50

19.00

19.00

5.00

5.00

6.50

11.50

PL 19/11,5 e= 5mmACERO A 420-270 ES

3.00

8.00



7/8"

Tpico6

Tip.

VN IN 20 X 19,8

LC 05 LC 01

MURO H.A.

ESC. 1:10 ESC. 1:10

ESC. 1:10


2.00

PERNO A 325

TUERCA DE NIVELACIN

HORMIGN

PL 25/30 e= 5mmACERO A 420-270 ES



DETALLE TIPO CN 3

10.00

7/8"

EJE C - EJE 8

C

NOTA= SE EXTIENDE 10 cms. LOSACOLABORANTE DESDE EJE C EN DIRECCIN AEJE D

25.00

44.00

5.00

VN IN 30x75.4VN IN 30x75.4

VN IN 30x75.4

8

8

CC


18.00

5.0030.00

5.00

VN IN 30x75.4VN IN 30x75.4

VN IN 30x75.4

8

8

CC


PILAR H.A. 20/30


Tip.

4.50 5.50


5.50

ATIESADOR e= 5mm

18.00

30.00

3.50

3.50

V.N IN 30 x 75,4



Tpico6

3.50

2.00

5.00

3.50

Tip. Tip.

ESC. 1:10 ESC. 1:10

ESC. 1:10

3.0 3.5

ATIESADORES e= 5mm

Tpico6

PL 30/28 e= 5mmACERO A 420-270 ES

VN IN 20 X 19,8

11A





2.00

Tpico

PERNO A 325

TUERCA DE NIVELACIN

HORMIGN

PL 30/27,5 e= 5mmACERO A 420-270 ES

3.06



10.00

7/8"

G

ATIESADORES e= 5mm

VN IN 20 X 19,8



5.00

27.50

30.00

8.00

2.50

3.00


11A

11A

G G

5.00 3.00

18.00

4.00

5.50


VN IN

20 X 19,8

27.50

30.00

2.50

10.50

11A

11A

G G

10.50

VN IN

20 X 19,8

6.50

PL 10,5/27,5 e= 5mmACERO A 420-270 ES

ALM

A DE V.N

IN 30x75.4

ATIESADOR e= 5mm

13.00

13.00

13.00

13.00

Tip. Tip.Tip.

Tip. Tip.

2.00

16.50

7.50 7.50

PL 10,5/27,5 e= 10 mm (ALA DE IN 20x19.8)ACERO A 420-270 ES

ESC. 1:10 ESC. 1:10

ESC. 1:10

ESC. 1:10

3.0 3.5

ATIESADORES e= 5mm

Tpico6

PL 30/28 e= 5mmACERO A 420-270 ES

VN IN 20 X 19,8

13A





2.00

Tpico

PERNO A 325

TUERCA DE NIVELACIN

HORMIGN

PL 30/27,5 e= 5mmACERO A 420-270 ES

3.06



10.00

7/8"

G

ATIESADORES e= 5mm

VN IN 20 X 19,8



5.00

27.50

30.00

8.00

2.50

3.00


13A

13A

G G

5.00 3.00

18.00

4.00

5.50


VN IN

20 X 19,8

27.50

30.00

2.50

10.50

13A

13A

G G

10.50

VN IN

20 X 19,8

6.50

PL 10,5/27,5 e= 5mmACERO A 420-270 ES

ALM

A DE V.N

IN 30x75.4

ATIESADOR e= 5mm

13.00

13.00

13.00

13.00

Tip. Tip.Tip.

Tip. Tip.

2.00

16.50

7.50 7.50

ACERO A 420-270 ESPL 10,5/27,5 e= 8 mm (ALA DE IN 20x19.8)

ESC. 1:10 ESC. 1:10

ESC. 1:10

ESC. 1:10



AC BD B

MURO

ALBAILERA ex.

ELEVACIN EJE 6ESC. 1:50

DM 8 @20esp=20

VER ELEV

ACIN ESTRU

CTURA

L EJE C

LC 01

2+216

2+216

2+216

DET 5

EST. 8@

15

2+216

(30+311)

Lat. 2+2 8EST. 8 @ 15

212

212

2+212 L=341

Lat. 2+2 8EST. 8 @ 15

212

212

CADENA 20/50

MURO

H.A. PRO

YECT

ADO

MURO

ALBAILER

A N

UEV

O

N.P.T + O,O2

N.P. + 3,13

N.P. + 6,33

DET.4y Nota 4

CADENA VIGA ex. 15/70 2 12. Fe' 2 12

M.H.A nuevo

M.H.A nuevo

V.N IN 30 x 75,4VN IN 20x30.6

VN IN 20x30.6

M.H.A nuevo

VN IPE 200

VER ELEV

ACIN ESTRU

CTURA

L EJE C

DET.4y Nota 4

M.H.A nuevo

2+212 existentes2+212 existentes

2+216

MURO CORTAFUEGO F-120

AC BD B

MURO

ALB

AILER

A ex.

ELEVACIN EJE 8ESC. 1:50

DET 5 DET 5

V.E 20/15

DM 8 @20esp=20

2+216

2+216

2+216 2+216

2+216 L=539

2+212 L=468(30+438)

2+210(EXIST.) 40

EST. 8@6

Lat. 2+2 8EST. 8 @ 15

212

AC BD B

2+212 L=468(30+438)

CERCHA 1 (VER DETALLE TIPO) Lat. 2+2 8EST. 8 @ 15

212

212

COLU

MNA RETICU

LADA DE A

CERO (VER D

ETALLE)

CADENA 20/50

DET.4y Nota 4

N.P.T + O,O2

N.P. + 3,13

N.P. + 6,33

061 EPI NVDET 11

DET 12

2 10. Fe' 2 10EST. 8 @5

VE 20/70 2 12. Fe' 2 12 EST. 8 @25

V.N IN 30 x 75,4

2+216

2+216 L=663

(30+509)

(30+633)

VN IN 20x30.6

VN IN 20x30.6

LC 01

VN IPE 200


AC BD B

MURO

ALB

AILER

A ex.

ELEVACIN EJE 8 AESC. 1:50

DET 5 DET 5

V.E 20/70

Lat. 2+2 8EST. 8 @ 15

212

AC BD B

CERCHA 1 (VER DETALLE TIPO) Lat. 2+2 8EST. 8 @ 15

212

212

CADENA 20/50

N.P.T + O,O2

N.P. + 3,13

N.P. + 6,33

L 115 L 114

VE 20/54626

MURO

HORM

IGN ARM

ADO ex.

MURO

ALB

AILER

A NUEV

O

V.N IN 30 x 75,4LC 01

VN IN 20x30.6

VN IN 20x30.6

VN IPE 200



Nota 1 : empalmes y traslapos verticalesy horizontales = 40

Nota 2 : medidas en cm

Nota 3: Reutilizar malla de Muro ademoler como connamiento dearmadura de viga y muro.

Nota 4 : Los anclajes de armadura nuevaque se inserten en hormign armadoexistente, debern llevar aplicacin deadhesivo epxico HIT RE-500. Y laslongitudes de anclaje sern segncatlogo del proveedor.

NOTAS


23

2011

EJE MEDIANEROA

C

B

F

I

15

A

G

1510

D

C

N

VE 20/12

0 S.IN

VERT

IDA

13 A 158531

20/204 12

20/204 12

11A

20/204 12

6

20/304 12

25/254 16

VIGA PARED EXISTENTE 15/316

( INVERTIDA )

REFUERZO INFERIOR 4 25

VE 20/12

0 S.IN

VERT

IDA

L 201

L 202

L 203

25/254 16

25/254 16

VN 20/50 VN 20/50

VE 20/60

H.A. A

DEM

OLER

H.A. A DEMOLER

L 204

LC 04

LC 01

CONTINUACION MURO FACHADA / ANTETECHO CONTINUACION MURO FACHADA / ANTETECHO

VE 20/12

0 S.IN

VERT

IDA

3 22

3 22

2 10

3 26

7 26 4 12 2 122 12

20/404 12

2 12

2 12

2 12

2 12

25/254 16

20/204 12

12 @178 @20

8 @12

8 @12

2 12

CADEN

A DINTE

L 20

/50

2 12.

Fe' 2 12

20/204 12

EST. 8 @15

EST. 8 @15

CADEN

A DINTE

L 20

/50

2 12.

Fe' 2 12

CADEN

A DINTE

L 20

/50

2 12.

Fe' 2 12

EST. 8 @15 EST. 8 @15

EST. 8 @15

EST. 8 @15

VN 20/60

2 16.

Fe' 2 16

20/204 12

CADENA DINTEL 20/15 2 10. Fe' 2 10

VER NOTA 3

DET.1

DET.5 DET.5 DET.2

DET.5

DET.3

DET.5

DET.4

DET.5

DET.5DET.2

DET.16

DET.5 DET.5DET.2

DET.5

DET.5

DET.1

DET.5 DET.5 DET.5 DET.5

DET.2

DET.1

DET.6DET.6

4 10

B1B1A1 A1

20/204 12

DET.1

DET.5

DET.5

DET.9

13 B

15 A

8 A

VN IN 20x30.6 VN IN 20x30.6 VN IN 20x30.6

10A

VN IN

30x

75.4

VN IN

30x

75.4

VN IN

30x

75.4

VN IN

30x

75.4

VN IN

30x

75.4

VN IN

30x

75.4

VN IN 30x75.4VN IN 30x75.4VN IN 30x75.4VN IN 30x75.4VN IN 30x75.4VN IN 30x75.4

VN IN

20 x 19

,8

VN IN

20 x 19

,8

VN IN

20 x 19

,8

VN IN

20 x 19

,8VN

IN 20 x 19

,8VN

IN 20 x 19

,8

VN IN

20 x 19

,8

LC 01 LC 01 LC 01 LC 01 LC 01 LC 01

8 @30 8 @30 8 @30 8 @30 8 @30 8 @30 8 @30

VE

LC 05

8 @30

LC 05

8 @30

8 @20

2 10 l.b.= 2,00 m 2 10 l.b.= 2,00 m 2 10 l.b.= 2,00 m 2 10 l.b.= 2,00 m 2 10 l.b.= 2,00 m 2 10 l.b.= 2,00 m 2 10 l.b.= 2,00 m

2 10 l.b.= 2,80 m

2 10 l.b.= 2,80 m

LC 01

8 @30 2 10 l.b.= 2,00 m

LC 01

8 @30 2 10 l.b.= 2,00 m

+VN IN 20 x 19

,8VN

IN 20 x 19

,8VN

IN 20 x 19

,8

DETALLE ANCL

AJE LOSA

COLA

BORA

NTE

DETALLE ANCL

AJE LOSA

COLA

BORA

NTE

DETA

LLE ANCLA

JE LOSA

COLA

BORA

NTE

DETA

LLE ANCLA

JE LOSA

COLA

BORA

NTE

DET.5

3A

DET.5

DET.5

SIMBOLOGIA

HORMIGN ARMADO EXISTENTE

HORMIGN NUEVO - A CONSTRUIR

NOTA:SE CONSIDERA DEMOLER O DESARMAR A TODOS LOSELEMENTOS EXISTENTES TALES COMO TABIQUES,REVESTIMIENTOS DE MUROS Y PISOS.

HORMIGN A DEMOLER

ALBAILERA EXISTENTE

ESTRUCTURA METLICA

VIGA EXISTENTEVE

VIGA NUEVAVN

LOSA A DEMOLER

L.C LOSA COLABORANTE (NUEVA)



SIMBOLOGIA

HORMIGN ARMADO EXISTENTE

HORMIGN NUEVO - A CONSTRUIR

NOTA:SE CONSIDERA DEMOLER O DESARMAR A TODOS LOSELEMENTOS EXISTENTES TALES COMO TABIQUES,REVESTIMIENTOS DE MUROS Y PISOS.

HORMIGN A DEMOLER

ALBAILERA EXISTENTE

ESTRUCTURA METLICA

VIGA EXISTENTEVE

VIGA NUEVAVN

LOSA A DEMOLER

L.C LOSA COLABORANTE (NUEVA)

EJE MEDIANEROA

C

31 5 86

B

F

I

15

A

G

15

N

10

D

CVN 20/50

H.A. A DEMOLER

VE 20/70

VIGA PARED EXISTENTE 15/316

( INVERTIDA )

VE 15/30

H.A. A

DEM

OLER

VIGA M

ODIFICADA 20/30

MN

VE 20/70

ESTR

UCT

URA

METLICA

A EJECU

TAR

H.A. A DEM

OLER

VE 20/59

MN

VE 20/40

VE 20/54

VE 20/59

VE 20/70

3A 10

15/304 10

V.N IPE 180/91/8

20/204 10

15/254 12 15/25

4 12

VE 15/70

20/204 12

2 12. Fe' 2 12 2 12. Fe' 2 12 VE 20/70 2 16. Fe' 2 16

6 26

20/304 12

20/304 12

6 22

VE 20/59

5 22

20/204 1220/204 12

20/204 12

VE 20/70 2 16. Fe' 2 16VN 20/50

REFUERZO INFERIOR 4 25

L 110

L 109

L 106+

L 101+

L 102

L 103 LC 04

25/254 16

L 114

L 115

+

+L 117

20/204 12

20/204 12

VE 20/15

VN IN

20 X 19

,8

VE 20/70

2 12.

Fe' 2 12

VE 20/70

2 12.

Fe' 2 12

25/254 16

2 12.

Fe' 2 12

2 12.

Fe' 2 12

3 12

VE 15/70

L 107

LC 02

LC 03

VE 15/70 2 12. Fe' 2 12

25/254 16

L 113+

L 116

VN 20/40

5 18

20/404 12

L 104

L 120+

L119

20/204 12

20/204 12

20/404 12

VE 20/59 2 12. Fe' 2 12

20/204 12

20/204 12

20/204 12

VE 20/12

0 S.IN

VERT

IDA

VE 20/12

0 S.IN

VERT

IDA

2 10

3 26

7 26

8 26

3 22

3 22

4 10

4 12

3 26

3 26DEL PISO 2 EMPOTRADOEN EL MURO 1.00 m.

6 @20

6 @20

10 @16

6 @2012 @178 @20

8 @12

8 @12 8 @20

2 12

2 18

VE 20/75

4 18.

F =4

18

4 1220/20

2 12

2 12

4 1220/20

2 12

2 16.

Fe' = 2 16

20/204 12

CADENA DINTEL 20/15 2 10. Fe' 2 10 2 122 12 CADENA DINTEL 20/15 2 10. Fe' 2 10

CADEN

A DINTEL 20/50

2 12.

Fe' 2 12

CADEN

A DINTEL 20/50

2 12.

Fe' 2 12

CADEN

A DINTEL 20/50

2 12.

Fe' 2 12

CADEN

A DINTEL 20/50

2 12.

Fe' 2 12

20/404 12

2 12

2 12

8 @14

6 @20

10 @168 @20

10 @148 @20

6 @206 @20

6 @17

6 @14

25/254 16

2 12

2 12

4 10

2 12

2 12

EST. 8 @15 EST. 8 @15

EST. 8 @15EST. 8 @15

EST. 8 @15

EST. 10 @20EST. 10 @20

EST. 10 @20

EST. 10 @20

EST. 8 @15

CADEN

A DINTEL 20/15

2 10.

Fe' 2 10

20/204 12

EST. 8 @15

D.M. 8 @20

V.MODIF. 20/59

5 22

H.A. A DEM

OLER

H.A. A DEMOLER

2 12. Fe' 2 12EST. 8 @19

2 12. Fe' 2 12EST. 8 @14

2 18. Fe' 2 12EST. 8 @24

2 10.

Fe' 2 10

EST. 8 @5

Fe 3 16.

VN 20/30

2 12.

Fe' 2 12

EST. 8 @14

EST. 8 @25

Fe' 2 12

3 12

EST. 8 @25

Fe' 2 12

EST. 8 @14

EST. 8 @14

EST. 8 @25

Fe' 2 18

EST. 8 @5

EST. 8 @25

EST. 8 @25

CADENA DINTEL 20/15 2 10. Fe' 2 10

DET.1

VER NOTA 3 DET.5 DET.5 DET.2 DET.2 DET.2

DET.2

DET.1DET.16

DET.1

DET.5

DET.1

DET.4 DET.4

DET.3 DET.4DET.5

DET.5

DET.8

VER NOTA 3

DET.5

DET.6DET.6

DET.7

13A11A

B1B1A1 A1

13B

15 A

8 A 10A

CADEN

A VIGA 15/70

2 12.

Fe' 2 12

VN IN 20x30.6 VN IN 20x30.6 VN IN 20x30.6

C 30 x 36

,7 (V

ER DET

ALLE 8)

VN IN

20 X 19

,8

VN IN

20 X 19

,8

VE 20/70 2 12. Fe' 2 12 VE 20/35 2 12. Fe' 2 12CAD.ex 20/152 10. Fe' 2 10

LC 05

8 @30

LC 05

8 @30 2 10 l.b.= 2,80 m

2 10 l.b.= 2,80 m

8 @30

8 @25

DET.8

DET.8

C 30x43

.4

C 30x43

.4



2011 STRUCTURAL REPAIR OF S.I.I. BUILDING, RECOLETA, SANTIAGO

24

DESIGN OF MONTESSORI SCHOOL IN VALPARAISO

Design of Montessori School in ValparaisoThis was an order from a young couple of Industrial Designers, that since they started to grow their own kids, they decided to create a Montessori School. At the beginning they transformed their own home, and in time it wasnt enough bigger for the new students that came every year. So they bought a property in Valparaiso, Chile, and decided to built a new School that needed to respond to the Montessori Education Requirements, and at the same time, a building that could be eco-efficient, as much as possible. The project was developed until preliminary draft status, for being presented in Valparaisos Council, for receiving the permit for Project Development.

PROPIETARIO

FECHA :

PROYECTO :

PROPIETARIO :

1 DE 1ESCALA : LAMINA :

CONTENIDO:

UBICACION :

DIBUJO :

CALLE RICARDO H. DE FERRARI N 760

xxxxRUT : 7.086.234-4

ARQUITECTO

DESTINO : EDUCACIONAL

0.0 - +

0.0 - +

+ - 0.0

0.0 - ++ - 0.0

0.0 - +

+ - 0.0

+ - 0.0

+ - 0.0

+ - 0.0

Casa de Nios

rodemoCCocina

saiN oaBsoiN oaB

seroseforP ed alaS

nicartsinimdA

1 oredanrevnI

2 oredanrevnI

agedoB ocincT lacoL

sahcuD sahcuD

1

2

3

4

5

N

1

2

3

4

5

6

7

8

9

10

11

13

14

15

EMPLAZAMIENTO ESC 1:250

N

PLANO DE UBICACIN ESC 1:2000

PLANTA NIVEL 1 ESC 1:100


ESQUEMA DE SUPERFICIES NIVEL 1 ESC. 1:100

N

11.71

11.71

0.81

1.17

6.45

1.156.453.20

8.44

6.00

8.44

3.56

1.50

6.00

6.20

4.70

4.709.92 m2

10.68 m2

0.86 m2

0.86 m2

1.15

2.66 m2

11.71

11.71

0.81

1.17

6.45

1.156.453.20

6.00

3.56

1.50

6.00

6.20

4.70

4.709.92 m2

10.68 m2

0.86 m2

0.86 m2

1.15

2.66 m2

6.26

5.48

1.56

7.04

5.02

1.79

6.49

6.49

6.26

39.94 m210.68 m2

4.71

4.00

1.58

6.58 m2 3.14 m2

4.35 m2

2.27 m2

4.71 4.49

4.71

1.40

1.86

5.56

4.69

4.00

3.16 m2

0.35

0.81 m2


CUADRO DE SUPERFICIES

6.000.20 0.81

1.900.20

1.90

0.79 0.20

1.16

4.42

0.20

0.20

2.90

2.90

13.07

5.85

2.00

5.226.0

0

5.80

0.20 1

.20

1.00

3.60

0.20

10.50

10.34

20.00

10.80 9.20

2.98 0.20 1.31 1.70 0.20 2.70 1.40 0.20 5.68 1.20 2.31

6.35 4.30 2.88 5.04

0.20 9.06 0.22

9.39

0.80 1.00 2.40 0.70 4.63

5.10 0.200.20 2.30 0.10 2.11

sodilvsuniM rosnecsA


7.42

4.20

0.20

3.80

0.20

0.60

1.70

0.20

1.50

0.20

1.29

0.29

0.50

0.50

0.50

0.50

0.50

2.91

6.90

0.20

1.00

0.10

1.80

0.10

0.80

0.10

1.20

0.20

1.20

0.20

5.10

0.20

1.20

0.20

5.80

6.00

ELEVACIN SUR ESC. 1:100

Superficie Terreno: 1159.74 m2

Superficie Construda:

Superficie Nivel 1

A 6.0 x 6.49 = 38.96 m2B (6.0 x 3.56)/2 = 10.68 m2C (3.2 x 6.2)/2 = 9.92 m2D 6.45 x 6.20 = 39.94 m2E (1.5 x 1.15)/2 = 0.86 m2F 1.5 x 4.70 = 5.41 m2G (1.17 x 1.49)/2 = 0.86 m2H (1.17 x 4.56)/2 = 2.66 m2I (0.81 x 6.00)/2 = 2.27 m2J (11.71 x 6.00)/2 = 70.24 m2K (1.79 x 5.48)/2 = 10.68 m2L 6.26 x 5.48 = 39.94 m2M (5.02 x 7.04)/2 = 17.67 m2N (1.56 x 6.26)/2 = 4.86 m2O 4.71 x 1.4 = 6.58 m2P (1.4 x 1.49)/2 = 3.14 m2Q (0.35 x 4.69)/2 = 0.81 m2R 4.69 x 5.56 = 26.09 m2S (1.86 x 4.69)/2 = 4.35 m2T (1.58 x 4.00)/2 = 3.16 m2U 4.71 x 4.00 = 18.82 m2

10.80 4.71

20.00

6.005.80

0.15 0.85

4.00

0.85 0.15

13.07

5.85

2.00

5.22

67m2

Bao de nios6.8 m2

57.88 m2

Taller 262 m2

85.45 m2

1 rellaT

oaBDocentes

+ - 0.0

3.42

021-F ogeufatroC oruM % 74 otneimasohdA

4.82

4.30

3.00

6.30

4.90

0.70

0.85

EJE DE CAL

ZADA FE

RRAR

I

5.00

C.I.P. N

r. 934 de fecha 20.08.2010

4.86 m2

Superficie Nivel 2

A 6.0 x 8.44 = 50.63 m2B (6.0 x 3.56)/2 = 10.68 m2C (3.2 x 6.2)/2 = 9.92 m2D 6.45 x 6.20 = 39.94 m2E (1.5 x 1.15)/2 = 0.86 m2F 1.5 x 4.70 = 5.41 m2G (1.17 x 1.49)/2 = 0.86 m2H (1.17 x 4.56)/2 = 2.66 m2I (0.81 x 6.00)/2 = 2.27 m2J (11.71 x 6.00)/2 = 70.24 m2

Ocupacin Predial = 44,09 %Coeficiente de Constructibilidad = 0.27

317.90 m2

193.47 m2

TOTAL SUPERFICIE CONSTRUIDA=

Sup Nivel 1 + Sup. Nivel 2 =317.90 m2 + 193.47m2 = 511.37 m2

MURO ADHOSA

MIENTO

F-120

RASANTE DESDE M

URO ADHOSAMINTO 45

NIVEL TERRENO VECINO

3.50

RASANTE 70

LNEA

OFICIAL

LNEA

VERED

A

LNEA

DE ED

IFICACIN

EJE DE CALZADA

5.00 1.20 3.52

4.71

LNEA

OFIC

IAL

LNEA

VERED

A

LNEA

DE ED

IFICACIN

EJE DE C

ALZA

DA

5.001.203.52

QUIEBR

E DESLIN

DE

021-F OGEUFATROC OTNEIMASOHDA ORUM


5.48

0.00

3.00

2.30

5.91

5.63

2.98

0.73

2.00

0.20

6.43

5.93

RASANTE 70

RASANTE 70

DESLINDE NORTE

DESLINDE SUR

6.66

3.53

2.90

3.16

2.90

24.57

19.24

25.14

B-B1 ETOL2M47.9511 PUS

55.17

N

A

B

C

D

E

4

5

6

7

8

G'EF'B

1

2

'1

2'

A

B

C

D

E

4

5

6

7

8

GE'FB'

1

2

1'

2'

2011

25

DESIGN OF MONTESSORI SCHOOL IN VALPARAISO

26

2011

PROPIETARIO

FECHA :

PROYECTO :

PROPIETARIO :

1 DE 1ESCALA : LAMINA :

CONTENIDO:

UBICACION :

DIBUJO :

CALLE RICARDO H. DE FERRARI N 760

xxxxRUT : 7.086.234-4

ARQUITECTO

DESTINO : EDUCACIONAL

0.0 - +

0.0 - +

+ - 0.0

0.0 - ++ - 0.0

0.0 - +

+ - 0.0

+ - 0.0

+ - 0.0

+ - 0.0

Casa de Nios

rodemoCCocina

saiN oaBsoiN oaB

seroseforP ed alaS

nicartsinimdA

1 oredanrevnI

2 oredanrevnI

agedoB ocincT lacoL

sahcuD sahcuD

1

2

3

4

5

N

1

2

3

4

5

6

7

8

9

10

11

13

14

15

EMPLAZAMIENTO ESC 1:250

N

PLANO DE UBICACIN ESC 1:2000




N

11.71

11.71

0.81

1.17

6.45

1.156.453.20

8.44

6.00

8.44

3.56

1.50

6.00

6.20

4.70

4.709.92 m2

10.68 m2

0.86 m2

0.86 m2

1.15

2.66 m2

11.71

11.71

0.81

1.17

6.45

1.156.453.20

6.00

3.56

1.50

6.00

6.20

4.70

4.709.92 m2

10.68 m2

0.86 m2

0.86 m2

1.15

2.66 m2

6.26

5.48

1.56

7.04

5.02

1.79

6.49

6.49

6.26

39.94 m210.68 m2

4.71

4.00

1.58

6.58 m2 3.14 m2

4.35 m2

2.27 m2

4.71 4.49

4.71

1.40

1.86

5.56

4.69

4.00

3.16 m2

0.35

0.81 m2


CUADRO DE SUPERFICIES

6.000.20 0.81

1.900.20

1.90

0.79 0.20

1.16

4.42

0.20

0.20

2.90

2.90

13.07

5.85

2.00

5.226.0

0

5.80

0.20 1

.20

1.00

3.60

0.20

10.50

10.34

20.00

10.80 9.20

2.98 0.20 1.31 1.70 0.20 2.70 1.40 0.20 5.68 1.20 2.31

6.35 4.30 2.88 5.04

0.20 9.06 0.22

9.39

0.80 1.00 2.40 0.70 4.63

5.10 0.200.20 2.30 0.10 2.11



7.42

4.20

0.20

3.80

0.20

0.60

1.70

0.20

1.50

0.20

1.29

0.29

0.50

0.50

0.50

0.50

0.50

2.91

6.90

0.20

1.00

0.10

1.80

0.10

0.80

0.10

1.20

0.20

1.20

0.20

5.10

0.20

1.20

0.20

5.80

6.00

ELEVACIN SUR ESC. 1:100

Superficie Terreno: 1159.74 m2

Superficie Construda:

Superficie Nivel 1

A 6.0 x 6.49 = 38.96 m2B (6.0 x 3.56)/2 = 10.68 m2C (3.2 x 6.2)/2 = 9.92 m2D 6.45 x 6.20 = 39.94 m2E (1.5 x 1.15)/2 = 0.86 m2F 1.5 x 4.70 = 5.41 m2G (1.17 x 1.49)/2 = 0.86 m2H (1.17 x 4.56)/2 = 2.66 m2I (0.81 x 6.00)/2 = 2.27 m2J (11.71 x 6.00)/2 = 70.24 m2K (1.79 x 5.48)/2 = 10.68 m2L 6.26 x 5.48 = 39.94 m2M (5.02 x 7.04)/2 = 17.67 m2N (1.56 x 6.26)/2 = 4.86 m2O 4.71 x 1.4 = 6.58 m2P (1.4 x 1.49)/2 = 3.14 m2Q (0.35 x 4.69)/2 = 0.81 m2R 4.69 x 5.56 = 26.09 m2S (1.86 x 4.69)/2 = 4.35 m2T (1.58 x 4.00)/2 = 3.16 m2U 4.71 x 4.00 = 18.82 m2

10.80 4.71

20.00

6.005.80

0.15 0.85

4.00

0.85 0.15

13.07

5.85

2.00

5.22

67m2

Bao de nios6.8 m2

57.88 m2

Taller 262 m2

85.45 m2

1 rellaT

oaBDocentes

+ - 0.0

3.42

021-F ogeufatroC oruM % 74 otneimasohdA

4.82

4.30

3.00

6.30

4.90

0.70

0.85

EJE DE CAL

ZADA FE

RRAR

I

5.00

C.I.P. N

r. 934 de fecha 20.08.2010

4.86 m2

Superficie Nivel 2

A 6.0 x 8.44 = 50.63 m2B (6.0 x 3.56)/2 = 10.68 m2C (3.2 x 6.2)/2 = 9.92 m2D 6.45 x 6.20 = 39.94 m2E (1.5 x 1.15)/2 = 0.86 m2F 1.5 x 4.70 = 5.41 m2G (1.17 x 1.49)/2 = 0.86 m2H (1.17 x 4.56)/2 = 2.66 m2I (0.81 x 6.00)/2 = 2.27 m2J (11.71 x 6.00)/2 = 70.24 m2

Ocupacin Predial = 44,09 %Coeficiente de Constructibilidad = 0.27

317.90 m2

193.47 m2

TOTAL SUPERFICIE CONSTRUIDA=

Sup Nivel 1 + Sup. Nivel 2 =317.90 m2 + 193.47m2 = 511.37 m2

MURO ADHOSA

MIENTO

F-120

RASANTE DESDE M

URO ADHOSAMINTO 45

NIVEL TERRENO VECINO

3.50

RASANTE 70

LNEA

OFICIAL

LNEA

VERED

A

LNEA

DE ED

IFICACIN

EJE DE CALZADA

5.00 1.20 3.52

4.71

LNEA

OFIC

IAL

LNEA

VERED

A

LNEA

DE ED

IFICACIN

EJE DE C

ALZA

DA

5.001.203.52

QUIEBR

E DESLIN

DE



5.48

0.00

3.00

2.30

5.91

5.63

2.98

0.73

2.00

0.20

6.43

5.93

RASANTE 70

RASANTE 70

DESLINDE NORTE

DESLINDE SUR

6.66

3.53

2.90

3.16

2.90

24.57

19.24

25.14

B-B1 ETOL2M47.9511 PUS

55.17

N

A

B

C

D

E

4

5

6

7

8

G'EF'B

1

2

'1

2'

A

B

C

D

E

4

5

6

7

8

GE'FB'

1

2

1'

2'

2011DESIGN OF MONTESSORI SCHOOL IN VALPARAISO

27

DESIGN OF RUKA ECO-LODGE FOR INDIGENOUS ASOCIATION MAPULAHUAL

Design of Ruka Eco-Lodge for indigenous Asociation MapulahualThis was the Design for a Concourse, the problematic consisted in design a Lodge for the indigenous community Mapulahual , starting to develop an eco-tourism project, supported financially by the WWF (Worldwide Foundation). They needed to develop this spaces for work in their own economic activities, like weaving and preparation of jams and preserves, and at the same time a place for receiving guests. It was inspired in the Huilliches Indigenous Communities Lifestyle and Culture, living around the Fire place in the center. And the way to come into the project was proposing a series of tracks in the forest, respecting the landscape of the place. They did not have the enough finance to built it in one time. So was necessary to design it for two Building Stages.

28

2009

DESIGN OF RUKA ECO-LODGE FOR INDIGENOUS ASOCIATION MAPULAHUAL

29

2009

30

2009 DESIGN OF RUKA ECO-LODGE FOR INDIGENOUS ASOCIATION MAPULAHUAL

31

2009DESIGN OF RUKA ECO-LODGE FOR INDIGENOUS ASOCIATION MAPULAHUAL

2009 DESIGN OF RUKA ECO-LODGE FOR INDIGENOUS ASOCIATION MAPULAHUAL

32

MUSEUM OF MYTHOLOGY OF CHILOE

Museum of Mythology of Chiloe This was the last Project in the University of Bio-Bio, created over a year for release and diploma. I love the island of Chiloe, thats why I chose this place of Chile for develop my last project in the career. The Mythology of Chiloe is something really particular of this island, attached to more then 30 legends and mythological beings. At the same time the way to develop the tourism is to spread this culture, and the best way was creating a space, for local artist, who are spinning, dyeing and knitting, wool. Is in the interaction with visitors and local artist, local people, that the Mythology could be transferred in an oral way, and is in the classic museum program how the mythology could be transferred in a tangible way, pictures, reading and visual tools. Therefore the Museum is a multi-programmatic building, anchored to an urban intervention, tracks along the ocean border and classic pile houses or palafitos on the bay of the city of Castro, having the project a dialogue through the illusion of the ghost boat Caleuche, local legend, with the urban environment.

2008-09

33

MUSEUM OF MYTHOLOGY OF CHILOE

34

2008-09

13,0

3,1

3,0

20,9

3,0

3,1

3,0

13,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,08,0

6,9

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,7

0,3

2,7

0,3

2,8

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

0,4 2,8 0,3 2,9 0,3 2,9 0,4 3,7 4,0 0,3

7,9 2,4 6,6 4,0

2,4 2,5 4,0 4,0

22,3

22,7

6,9

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,7

0,3

2,7

0,3

2,8

4,6 0,6 3,0 0,4 5,6 0,4 3,6 0,4 3,7 0,3

4,2 1,6 8,1 8,4

72,3

72,3

24,2

21,3

26,9

72,1

3,0

6,0

3,0

3,0

3,0

3,0

3,0

6,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

4,1

6,0

3,0

3,0

6,0

15,0

5,9

5,9

3,2

8,0

10,0

2,0

72,1

26,7

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

20,9

7,9 2,4 2,5 4,0 4,0

8,0 5,7 4,2 4,2

7,9 2,4 2,5 4,0 4,0

0,2 1,10,2

2,1 0,4 2,6 0,4 5,6 0,4 3,6 0,4 3,7 0,3

0,5 2,4 3,0 0,2 2,1 0,4 2,6 0,4 4,7 0,4 3,6 0,4 3,6 0,4

2,4 2,6 1,6 1,1 8,4 7,6

2,2

4,1

3,0

3,0

3,0

9,0

15,0

6,0

5,8

3,2

8,0

4,0

8,0

3,8

0,4

2,7

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,7

0,3

1,3

0,3

4,0

0,3

2,7

0,3

2,9

2,0

3,8

0,4

2,7

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,7

0,3

1,3

0,3

4,0

0,3

2,7

0,3

2,9

2,0

barrio gamboa - castro - chiloe

Museo DE La Mitologia Chilota08.07.2009

PROYECTO DE TITULO :

Profesor gua: Jorge Harris

Alumna: Alejandra rojas w.

NIVEL -1NIVEL -2

Plantas de Arquitectura

1`` 52

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LOCAL 1

LOCAL 2

LOCAL 3

Bodegae

Instalaciones

Bao Hombres

Bao Mujeres

COCINERAS-3.25

COCINERAS-3.25

LLEGADA Y VENTAPRODUCTOS DEL MAR

-3.65

LLEGADA Y VENTAPRODUCTOS DEL MAR

-3,65

PLATAFORMA FLOTANTEdesde -4.1 a -5.85

3 4

IH

41`` 532

MONTACARGA

E

ACCESO MUSEODE LA MITOLOGA CHILOTA

B

I

G

F

S

W

R

I

P

Q

V

J

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Mundo del Mar

MUNDO DE LA TIERRA

EXPO

SICIN M

ITO DE ORIGN

DE LA

ISLA

TEN-TEN

Y COI-COI V

IL

41``1 532

+- 0.0

RECEPCIN CENTRO CULTURALDE LA MITOLOGA CHILOTA

41``1 532

- 1.65

- 1.85

-1.1

- 1.45

NORTE

escala

1:100

3,8

0,4

2,7

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,3

2,7

0,3

1,3

0,3

4,0

0,3

2,7

0,3

2,9

2,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

7,9 2,4 2,5 4,0 4,0

27,1

2,3 6,7 9,5 4,2 4,0

5,5 0,2 2,7 0,2 2,1 0,4 2,1 0,4 4,6 0,4 4,0 3,6 0,4

27,1

7,9 2,4 2,5 4,0 4,0

5,9 3,9 6,2 4,2 4,4

2,2 0,2 1,50,2

0,9 3,7 0,2 6,1 0,3 3,7 0,3 3,7 0,3 0,5

3,0

3,0

2,8

18,1

3,4

2,6

3,2

3,0

6,1

3,9

8,0

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,7

0,3

2,7

0,3

2,8

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,6

0,4

2,7

0,3

2,7

0,3

2,8

4,8

7,3

4,8

7,5

3,0

72,3

2,9

6,3

9,0

2,9

3,1

6,0

6,0

3,0

3,1

8,9

8,1

2,0

2,0

6,0

2,0

26,7

7,9 2,4 2,5 4,0 4,0

3,0

6,0

3,0

3,0

3,0

3,0

3,0

6,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

2,7

3,3

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

3,0

7,9 2,4 2,5 4,0 4,0

26,7

2,5 0,3 3,7 0,2 2,1 0,4 2,0 0,4 4,7 0,4 3,6 0,4 3,6 0,4

1,7 5,7 1,7 0,7 3,6 3,4 1,6 4,2 4,1

12,0

6,0

3,0

3,0

26,8

5,9

3,2

8,0

3,0 0,2 1,10,2

1,60,5

0,4 2,6 0,4 5,6 0,4 3,6 0,4 3,7 0,3

0,4

2,6

0,4

2,6

0,4

11,7

0,2

2,8

0,2

2,8

0,2

2,8

0,2

2,8

0,2

2,8

0,2

2,8

0,2

2,8

0,2

2,8

0,2

2,8

0,2

2,7

0,4

2,6

0,4

2,7

0,4

1,30,4 1

,00,4

2,7

0,3

2,7

0,3

2,8

2,0

1,4 1,5 7,8 3,6 4,4

72,3

3,0

3,0

2,8

18,1

3,4

2,6

3,2

3,0

6,1

3,9

8,0

4,8

7,5

3,0

4,8

7,3

NIVEL 1 NIVEL 2


Museo DE La Mitologia Chilota08.07.2009

PROYECTO DE TITULO :

logo

Profesor gua: Jorge Harris

Alumna: Alejandra rojas w.

Plantas de Arquitectura

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41``1 52

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- 1.65

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MUNDO DE LA TIERRA

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F

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D

M

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C

A

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F

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41 5321''

MUNDO DEL MAR+ 1.90

+ 1.20

+ 0.75

+ 1.20VENTA

+ 0.25

+ 1.20

SECADO DE LANAS

TELARES

+ 1.20

+ 0.75

+- 0.0

+- 0.0

RECEPCIN CENTRO CULTURALDE LA MITOLOGA CHILOTA

41``1 532

- 1.65

- 1.85

-1.1

- 1.45

ACCESO MUSEODE LA MITOLOGA CHILOTA

EXPO

SICIN M

ITO DE ORIGN

DE LA

ISLA

TEN

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NORTE

escala

1:100

2008-09MUSEUM OF MYTHOLOGY OF CHILOE

35


Museo DE La Mitologia Chilota

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