Galleta

p o r t o f o l i o j

o

r

g

e

o

l

i

v

o

s

CONVENTION CENTER

ACADEMIA

CONVENTION CENTER

ACADEMIA

ExhibitionCenter in Cerrillos DegreeProject JorgeOlivos/ Arturo Garcia Location:Cerrillos/ Santiago/ Chile.

Studio advisor:ManuelAmaya.

Date 2005 The goverment bought the Cerrillosairport.The planis to make a huge remodÊlation as a part of the centennial anniversary of the country. The project was approached as 3 bodies, the first one congregates the theatres, the second one, as a bridge of transition, the cafeteria , the third one is the fairground space of 100.000 square feets. The area of Santiago in which the proyect is , has the complexity of having huge thermal deltas between day and night. To avoid expensive air conditioning , we proposed making a retractile green house. This was achived through a complex double-façade bracket , which holded the photovoltaic panels , and had a circulating system,with rolersto move.

During summer this brackets could be folded. In winter they could be deploied

(up left) Cafeteria entrance (down left) Exploded cad from cafeteria (up right) Inner images of theater foyer

CONVENTION CENTER

CONVENTION CENTER

ACADEMIA

ACADEMIA

MEDIA CENTER

MEDIA CENTER

ACADEMIA

ACADEMIA

HOTEL 17

WORK

HOTEL 17

WORK

Project coordination:CarlosSeisdedos Location: Cerro Concepción / Valparaiso / Chile U6Arquitects.Urquiza-Seisdedos Finished in 2010 www.hotel17.cl Work:Cad +renders The proyect looked to become the first Boutique Hotel specialized in wine tasting. The breath taking view is the scenario for the 11 rooms of the hotel. As a part of a remodellling proyect,the Hotel was an old house from the Concepcion Hill. Built entirely in the inside the main façade has to be left intact.The mayor’s office was strict about not changing the core-structure of the house. A contemporary glass attic was designed to leave more space for new rooms. Several case studies were made for the main façade.

LA DEHESA HILLS The 14 minimalist villas are arranged around a series of linked courtyard gardens at each level. The villas are designed with the simple palette of materials, white rendered walls,stone cladding and glass. On the externa elevations openable glazed panels articulate the faรงade andallow the building to maximize the breezescoming off the valley.The route of the staircase through the building was carefully consideredto open up different views of the courtyards and the wider landscape. By manipulating a small number of materials and details each villa appears unique whileoverallthe projectisviewedasa singlesculpturalcomposition.

WORK

LA DEHESA HILLS

WORK

Project coordination:AlbertoDuarte Location:La Dehesa/ Santiago / Chile GeAiarquitectos UNDER CONSTRUCTION Site plan A-A section B-lT-sertion WORK:Cad+ renders

-1.88

-2.05

-1.85

75

B 06

75

20

475

55

20

60

16.28 M²

123

123

55

65

B02

50

V 29 a: 3.5 d:240 1C 1F h236.5 l: 475

50

1C 1F

1C 1F

0C 2.5 51.5

TERRAZA V 28 a: 3.5 d:240 h236.5 l:405

138

51.5

TERRAZA

7.20 mts² V 27 a: 3.5 d:240 h236.5 l:270

133

50

B02

V 26 a: 100 d:240 2C h 140 l: 210 65

ABAT.

LA DEHESA HILLS

20

U

75

20

50

20 V 24 a: 70 d:210 h 140 l:130

405

T

110

495 475

20 30 20

V 24 a: 70 d:210 l:130

ABAT. h 140

20

20

12.5

20

310

405

95

65

20

S1

385

755 45

105

138 20

0B 0 1 3

110

207

168

580

331

580 9

135 80

220

85

PROY.h100

165

28 28

60 74 60

20.5

P3 a75 h230 sc2

4

CL 03

160 286

9 79

140 271

865

140

V 33 a: 70 d:210 ABAT. h140 l: 140

149

7

CL 06 60

150

281 x 270

128

220 x 150

281

270

220

10 140

DORMITORIO 3

BAÑO 2

185

9 22

31

P3 a70 h230 sc5

P3 a75 h230 sc4

10

43

79

79

P3a75 h230 sc2

B 11

V 35 a: 70 d:210 l:100

ABAT. h140

V 37 a: 100 d:240 l:***

CONJ. h 140

6

79

P3 a75 h230 sc4 86 43

10 10

205 174 x 318

74

V 33 a: 70 d:210 ABAT. h140 l:140

108.5 208

HOME-OFFICE

22 20 38.5

B 10

154

9

285

25

9

60 CL 08

DORMITORIO 2 90

135

9

CL 03

84

79

79

266

177

B 10

74

CL 04

25

25

5

P3 a75 h230 sc5

V 36 a: 100 d:240 l:***

140

177

70

169 x 292

CONJ. h140.

5

444

9 35

DORM. SERV.

sec.

V 32 a: 40 d:240 CONJ. h200 l: ***

B 09

9 84

130 x 130

3.5

ESTAR

266 x 444

55

P2a70 h230 sc6

65

TEKA

lav.

TDA

84

110

104

3

20

16

A2

135

180

271 x 285

6

LOGGIA 40

75.5

12

20 60

V 34 a: 110 d:210 l:100

60

30 9149

140

100

20

127

80

80

60

265 40

9 36 20

140

151

150

9

72

230

79

370

20

259

460

310

430

440

330

410

C

20

20

744

752

94

20

386

496

9

PROY.h100

347

68

1248 764

H

100

220

27

100

9

53

114

J

77

M

N

281

7

100

20

410

542

390

E

20

127

610 48

417

Ñ

P

548

42

Q S

U

B1 eje calzada PLANTA PISO Avda. Bosques de Montemar

TIPO ( 3 AL 16 ) ESCALA 1:75

350

ANTEJARDIN

455 20

90

455

20

-1.97 570

-1.85

-2.08

530

390

90

465

1355

530

20 45 20

45

555

405

20

475

20

20

370

1290

-1.78

20

-1.44

-1.83

DESLINDE PONIENTE =54.00 mts.

-1.86

20

-1.75

-1.73

-1.94 -0.35

-1.77

F

440

475

I

22.5

108

30 12.5

-1.00

54

313

O

330

R

425

T

495

75

U

269.5

PISCINA EXTERIOR

p2% 20

145

50

550

50

42

-0.50

30

60

60

60

50

Línea de Edificación

30

60

-1.28

30

-1.49

L

245

B2

DREN AA LL.

30

-1.91

K

550

DREN AA LL.

54

D

495

-1.28 p= 7%

20

30 10

B

-1.79

656

50

600

A

600

p= 14%

0

-1.80

-1.97

p= 14%

-1.28

5.0

SUMIDERO

m

ANTEJARDIN

ts

313.5

RETORNO

475

420

Línea Oficial según certificado de Línea Nº217/04-218/04

25

-1.86

ACERA

20

+91.26

.

-1.83

450

-1.74

30

-1.89 -1.86 -1.88

-2.05

30.5 20

-2.06

105.5

REBALSE BAJO SOLERA

600

-1.08

REBALSE BAJO SOLERA

SOLERA

BADEN

1000

750

ZARPA

30

400

94

30

94

20

68

129

138

p2%

45

p 2.25 %

1065

610

650

610

570

25

100

48

p2%

P

42

Q S

617

100

140

164

143

140

16

15

14

13

12

11

700

p2%

18 estac. simples + 3 estac. dobles (x2)= 21+3=24 594.5

TOTAL ESTACIONAMIENTOS PROYECTO =24+33+39=96

p2%

p2%

tronera

220

430

315

canal AA.LL.

845

59

p 2.25 %

corte de losa

185

135 20

410

124.5

610 548

295

10

114

+0.50 -0.10 niv.losa

20

30

20 171

20

315

U

+0.15

tronera

17

1555.5

p2%

20

20

160

252 9

% 1 p

V 12 a:3.5 d:270 h266.5 l:315 1C1F

430

163

V 10 a:210 d:270 F h60 l:77 V 11 a: 210 d:270 P h60 l:79.5

7 79.5 79.5

9

20

100

417

Ñ

proyección corte de losa

PM14 a h195

602 12.5

+1.00

12

proyección corte de losa

B15

+1.50 15

rampa 8 % h=0.74 / l= 9.275

+2.00

rampa 8 % h=0.76 / l= 9.475

9 gradas de 16,6 cms.

454

8

9

10

+2.00

+2.50

+1.40 niv.losa

500

500

500

500

500

tronera

7

canal AA.LL.

6

500

500

500

500

500

RAMPA 20 % PENDIENTE l=11.90 mts. h=2.38 mts.

ASIENTO EN OBRA

5

600

4

Tronera long. 450 cm

3

2

1

100

PM13 a479h188.5

B16

+0.12

-0.48

601

corte de losa

3 gradas de 18 cms.

2 gradas de 17.5 cms.

649

580

V 8 a:0 d:356 M.C. h356 l: 610

12

349

77

N

500

2401

281 22

381

94

114

M

500

-1.08

313

00

COTA +93 L.T.

250

250

REV.

FECHA

250

250

DESCRIPCION OBSERVACIONES

250

FECHA

DESLINDE ORIENTE =54.00mts.

DESCRIPCION OBSERVACIONES

250

REV.

-0.72

250

-0.91

250

-1.05

250

3b

4

5a

11a

15

17

19

±0.00

-1.00

+0.125

250

500

69

V 13 a:70 d:270 l:100

PROY. h 200

542 764

500

J

7

h=0.50 / l= 3.93+2.32=6.25 rampa 8 %

75 20

536

B1 p2%

390

H

+0.50 5a

6

15

734 94 1248

G

corte de losa

canal AA.LL.

370

50

18

-0.175

±0.00 38.5

500

600

20

50

20 20 80

360

315

KITCH.

60

B17

311 740

20

A2

5

10

rampa 8 % h=0.35 / l= 4.375

600

19

E

140

59

23

SALA MULTIUSO

20

219

19

7

135

±0.00

120

9

71

890.5

111 40

C

65

138

COTA +93 L.T.

214.5

20 60

330

20

500

Línea de Edificación

80

500

-0.75

290

150

BAÑO M.

4

DESLINDE NORTE =40.00 mts.

170

410 440

ANTEJARDIN

1000

505

74

9

Toma de aire por cielo

V 14 a:70 d:270 CONJ. h 200 l: ***

PM10 a93.5 h92

495

P3 a70h230 sc9

295

±0.00

V I.4 a:0 d:240 h 240 l:84

Z.V.S. 1

2402

p6%

655

95

1222

1222

d:356 l:285

PM11 a78.5 h92

23

SALA ESTUDIO

ESCAPE

B04

500

-1.03

9 21 9

270

500

-0.90

161

21

500

20

A

p6%

-1.17

620

94

171

V 9 a:0

CONJ. h356

7

74

114

±0.00 77

101

65

85

77

20

avance

191

79

9

P3 a70 h230 sc9

avance

114 13 67

20 75 9

P6 a90 h230 sc16

137

ABATIR

-0.25

9

20

avance

84

BAÑO H.

9

82

94

10

Z.V.S. 4

DESHUMIDIFICADOR

806

DREN AA LL.

45

430 15 40

200

13 94

51

BAÑO P3a75 h230 sc7

54

120

148

ESCAPE

1248

COTA +93 L.T.

325

d:240 l:79

SAUNA

V I.4 a:0 d:240 63 h 240 l:84

28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28

±0.00

54

40

147

V I.3 a:0

ABATIR h 240

9

9

Z.V.S. 4

Z.V.S. 2

51

piso 1

79

71

LOCKERS LOCKERS LOCKERS LOCKERS

P3 a90 h230 sc13

-0.40

V 17 a:210 d:270 l:80

P4 a100 h230 sc7

135.5

V 15 a:210 d:270 1C1F h 60 l:291

20

d:240 l:185

ABATIR

120 94

a subterráneo 1

1988

PROY. h 60

V I.1 a:70 d:284.5 h214.5 l:203

203 140

18 gradas / h= 17.17 cms.

P15 a90 h230 sc22

100

Z.V.S. 1

Z.V.S. 3

a piso 2

P15 a90 h230 sc22

10

ESCAPE

piso 1

28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 52

piso 1

370

Z.V.S. 2 71

a piso 2

20 gradas / h= 17.95 cms.

+0.1795

3 gradas de 14 cms.

80

a subterráneo 1

51

117

139.5

100

ASCENSOR

210

139.5

ASCENSOR

344

144

405 175

117

(ART.4.2.25) EXCEDE 2/3 DEL ANCHO gradas / h= 17.17 cms. 21 gradas / h= 17.95cms.LIBRE REQUERIDO 1.2X2/3 =0.80

50

156 9

P3 a75h230 sc9

CONSERJE

149

70

220

114

V I.2 a:0

CONJ.h240

94

177 18

71

P15 a90 h230 sc22

94

12

10

2

136

P4 a90 h230 sc10

94

CORTE CHALLA SHAFT BASURAS

12 0

70

70

61

90

P6 a90 h230 sc16

201

140 9

P2 a80 h230 sc10

2

120

10 79

P3a75 h230 sc25

G-300-2

LOCKERS EQUIMET

G-300-2

LOCKERS EQUIMET

MUCAMAS

85

337

CONJ.

161

61

G-300-2

LOCKERS EQUIMET

G-300-2

LOCKERS EQUIMET

G-300-2

LOCKERS EQUIMET

G-300-2

LOCKERS EQUIMET

G-300-2

LOCKERS EQUIMET

G-300-2

LOCKERS EQUIMET

Z.V.S. 3

68.5

600

170

3

±0.00

FIJA

V 1 a:0 d:318 h 318 l:400 400

460

43

180 20

ancho rampa 90

30 151

106

136 V 18 a:210 d:270 l:60 PROY. h 60

V 18 a:210 d:270 l:60 PROY. h 60

V 18 a:210 d:270 l:60 PROY. h 60

V 18 a:210 d:270 l:60 PROY. h 60

V 18 a:210 d:270 l:60 PROY. h 60

2

2400

710.5

110 20 915 20 130 60 20 60 20

60

640

576

20 60

441

20

DESLINDE SUR =40.00 mts.

CESPED ARMADO

90

250

60

SALA CINE

V 16 a:210 d:270 PROY. h 60 l:71

412

Tronera 200 x 50

ESCAPE

338

56.5 2

250

130

390

CL 1 R. SECA R. HUMEDA 170°

250

20

367

250

30

79

COTA +93 L.T.

60

250

75

5 20

250

160

185

piso 1

500

Línea Oficial según certificado de Línea Nº217/04

9

-0.48

250

420

G-300-2

250

40

160

16 LOCKERS EQUIMET

161

9 21

185

1

PM12 a157.5 h92

AREA ESPARCIMIENTO 38.35m2

359

PROYECCION CIELO

5

500

105

120

500

eje calzada Avda. Francisco Soza

135

D

±0.00

11.520

.5 73

p6%

124.5

17

500

100

GIMNASIO

ESTAR

49

390

11

-1.21

29

+0.70

9

-1.15

P2 a75 h230 sc11

54

+0.35

8

l=11.50 mts.

94

±0.00

-1.38

rampa p 8.26 %

P3 a75 h230 sc25

250

-1.27

A1

-0.35 0

PISCINA TEMPERADA 38.70m2

V 4 a:0 d:356 M.C. h 356 l: 555

RECEPCION

250

5

3f

-95

C.I. AA.LL. V 7 a: 0 d:356 M.C. h 356 l:370

900

250

4

-1.39

430

180

60

580

-1.48

E D I F I C I O

±0.00

B17

ESPEJO DE AGUA

Toma de aire por cielo

60.5

20

110

813

60

V 6 a:0 d:356 M.C. h 356 l: 475

90

PROYECCION CIELO

CRISTAL TEMPLADO EMPOTRADO

V 3 a:-24 d:356 M.C. h 380 l:465

180

-0.48 375

-1.35

138

V 2 a: -24 d:356 M.C. h 380 l:455 55

B18

106

20

ESPEJO DE AGUA

240

190

p= 1%

30

-1.12

V 5 a:0 d:356 M.C. h 356 l: 405

250

3

65

60

p= 1%

250

65

p= 7%

20

250

2

65

138

138

120

-1.72

PLANTA GENERAL PISO 1 NOTAS

PROYECTO

EDIFICIO MIRO CONTENIDO

PLANTA ARQUITECTURA PISO 1

PROYECTO: VICTOR QUIROZ C. RAUL PUELMA Z.

DIBUJO: E. VALLVERDU

+3.00

ARQUITECTO COLABORADOR: E.VALLVERDU J. P. GALLEGUILLOS

REVISO: J.P. GALLEGUILLOS

WORK

18

4

85

60

75.5

Línea de Edificación

180 x 220

P3a70 h230 sc5

9159

P4 a100 h230 sc8

74

155

456

99

9

rack

309

20

261

A

-1.03

BAÑO 1

220

9

34.5 34.5

5.5

CL 15 93.5

10

20

-1.17

170

2C

168

9

13.5 9

80

130

155 x 138

P3a65 h230 sc3

59

BARANDA

B 19 LOSETA EN JARDINERAS PISOS 2 - 5 - 8 - 11 Y 14.

139

151 x 130

60

99.5

BAÑO 3 VISITAS

20

BAÑO 4 SERVICIO

9 29 7

456 x 309

68

69

108.5

JARDINERAS EN PISOS 2 - 5 - 8 - 11 Y 14.

40

104

7

138

120

89

9

193

14 106 d:232 l:132

ref.

250

COCINA

PM8 a125 h200

LOSETAS EN PISOS 3 - 4 - 6 - 7 - 9 - 10 - 12 - 13 - 15 Y 16.

V 41 a: 0 d:246 CONJ. h246 l: 762

47

12.5

90

95

134

79

PUERTAS EN PISOS CON JARDINERAS 2 - 5 - 8 - 11 Y 14.

V 40 a: 0 d:200 CONJ. h200 l:762

74

ANTEP. H-30 60

140

elec.

81

75

51

25

187.5

92.5

15 20

20

P2 a75 h230 sc18

81

utilero desp.

9 54

88

80

9

P6 a90 h230 sc16

84

51

P12 a35 h230

9

120

28 28 28 28 28 28 28 28 28 28 28 28 28 28

9

grada solo en piso 2

392

15 gradas / h= 17.4cms. piso tipo 110

climat. agua

176

370

120

176 40

18.5

54

10

60

9

94

6

11

piso tipo

87

SALA DE MEDIDORES

6

79

73

(ART.4.2.25) EXCEDE 2/3 DEL (ART.4.2.25) EXCEDE 2/3 DEL ANCHO LIBRE REQUERIDO ANCHO LIBRE REQUERIDO 1.2X2/3 =0.80 1.2X2/3 =0.80 15 gradas / h= 17.4cms.

11

30 5

50

94

DEPTO Nº3

140.00 mts²

P1a130 h230 sc1

P11 a46 h230 gas

117

536

94

60

3

377

140

10

2 56.5

20

4 1

140

120

90

220

20

185

9 204

145

377

140

TDA

140

P2a80 h230 sc5

15

315.5 CL 14

T

CL 12

COMEDOR

20

2

210

117

150

120

68.5

615

610 84.5

V 31 a: 110 d:210 l:80

465

193

COMEDOR

9 96

P1 a130 h230 sc1

96

99.5

59

56

16.5

DEPTO Nº2

94

P6 a90 h230 sc16

2

ESTAR

405 x 615

60

84

400

139.5

90

16.5 30

475 x 336

321 x 610

P2 a80 h230 sc5

60 59

REFRIGERADOR

9

36

84

130.5

100.89 mts² 192

130 130 x 145 9

red seca red húm.

90

ASCENSOR

60

LOGGIA

TEKA

76.5

desp.

84

66

9

5

B 07

DORMITORIO 1 EN SUITE ESTAR

74

104.5

48

ref.

46 02 9 5CL40

V 30 a: 70 d:210 h140 l:170

268

P3 a75 h230 sc4

P3 a75 h230 sc4

99

84

P2 a70 h230 sc6 BAÑO 3 VISITAS

P4 a80 h230 sc4

103.5

9

20

9 7 9

10

69

159

36 9

12

145

P3a70 h230 sc5

12 12.5

P3 a70 h230 sc5

90

236 x 521

CL 09

112

153

CL 1

297

347

V I.5 a: 0

4

70

10

12

COCINA

260 x 268

225 85.5

63

4

DORMITORIO 3

4

170°

ASCENSOR

7 34 9

56.5 2

110

154

49

79

205 x 114

338

70

16

230 x 556

254

251

60

79

29

HOME-OFFICE

201

140 60

9

10

125

60

50

14 151.5

79

COCINA

CONJ. h 232

V 33 a: 70 d:210 l:140

4

V 31 a: 110 d:210 l: 80

PROY. h 100

79

15

79 9 12.5 80.5 24

9 70

145

76

P2 a80 h230 sc5

94

70

207

ABAT. h 140

30

105 85

105

20

40 105

105

V 35 a: 70 d:210 l:100

ABAT. h 140

5

338

438

150 x 225

11

rack

Niveles : +3.77 - +6.38 - +8.99 - +11.60 - +14.21 - +16.82 - +19.43 - +22.04 - +24.65 - +27.26 - +29.87 - +32.48 +35.09 - +37.7 - +40.31

9 32 11

40

7 9 31

P1 a130 h230 sc1

140.5

69

79

9 155

121

DORMITORIO 4 207 x 257

B11

74

221 x 140.5

BAÑO 2

B11

60

5 9

BAÑO 2

100

P3 a70 h230 sc5 BAÑO 3 SERVICIO

86

8

P3 a70 h230 sc5

327

13.5

10

7 61

74

137 95.5

10 10

CL 09

232

CL 13

70

79

261 x 268

50

P3 a75 h230 sc4

139.5

100

DEPTO Nº1 132.40 mts²

145 x 112 112

61

265 x 341

35 9 33

261 x 271

B 12

331

69.5

104

DORMITORIO 3

V 38 a: 70 d:210 2C h 140 l:150

150

9

184

DORMITORIO 2

P3 a75 h230 sc4

69.5

105

640

9

20

139

79

60

CL 10

152.5

P3a75 h230 sc2

9

64.5

CL 05

9

126

260 x 420

152.5

420

9

P3a75 h230 sc4

204 50

20 CL 11

B 13

280

260

V 39 a: 40 d:240 h 200 l:***

115

CL 07

295 x 530 60 95.5

95

DORMITORIO 2

88

70

P4 a90 h230 sc8

356

154

4

109 74

36

155

40

100

79

ESTAR

CONJ.

5

65

569 420

TDA

305

17

20

60 60

COMEDOR

60

265

345

268

284

1515

170 170 9

9

34.5 34.5

100

204

99.5

20

CL 15

CL 12

9

T

DORMITORIO 1 SUITE

199

T 9

P3 a75 h230 sc2

74

104 93.5

80.5

P3 a70 h230 sc5

13.5 9 24

16

CL 14

65.5

28 28 V 31 a: 110 d:210 l:80

85

PROY. h 100

180 x 220

160

DESLINDE SUR =40.00 mts.

225

60

R

425

330 270

70

115 300 9 80

220

165

180

BAÑO 1

30

9

20

45

O

330

2015

151 x 274

420 x 569

475 x 340

580

580

Línea Oficial según certificado de Línea Nº217/04

eje calzada Avda. Francisco Soza

WORK

-1.21

4

8

260

L

105

245 210

BAÑO 1

ESTAR

REFRIGERADOR

-1.39

-1.15

9

395

138 120

K1

140

50

1C 1F

DORMITORIO 1 EN SUITE

110

-1.48

-1.38

130

B06

331

-1.35

-1.27

40

PROY. h 100

1C 1F

K

90

40

140

261

60

V 23 a: 110 d:210 l:120

V 22 a: 3.5 d:240 h236.5 l:295

V 21 a: 3.5 d:240 h236.5 l:420

130

70

201020

30

95

87.5 30

229

TERRAZA 8.13 MTS.²

18.79 m2 V 20 a: *** d:240 h*** l:***

CONJ.

50

20

60

138

123

51.5

B 01 TERRAZA

30

151

B 01

J2

370 490

50

TEKA

3

9

5

105

0B 2

295

J1

90 40

100

Línea de Edificación

60

0C

20

I

140

245 40

70

420

295

151.5

20

20

65

475

420

60

20 30 20

-1.72

H1

335 475

20

V 25 a: 100 d:240 l:65

F

440

935

PROY. h 140

D

385

495

600

B1

110

80

B

50

-1.28

-1.49

ANTEJARDIN

m ts .

5.

00

50

50

A1

-1.44

N

SUMIDERO

A

-1.79

REFRIGERADOR

LA DEHESA HILLS

-1.80

-1.91

-1.75

-1.73

-1.83

DESLINDE PONIENTE =54.00 mts.

-1.77

-1.28

-1.97

-1.78

Línea Oficial según certificado de Línea Nº217/04-218/04

-1.74

-1.86

935

-1.83

For this proyect we follow the idea that furniture is the point where the space interact with people andcreateakind of stage wherethe environment isintroduced.

In the case of a school, kids are in a growing process so the design should be flexible and safe, but also be stimulating and easy to manipulate.

More than creating a school imagine and serie of furniture components, our aim was to give a continuityin the environment without losing the skillto respond to specific requierments.

FURNITURE

WORK

FURNITURE

WORK

SSCC school furniture Location:Vi単a delMar/Chile Work:furniture designed

Project : Jorge Olivos/ José Tomás Videla Location: Manila / Philippines GeAi arquitectos 2007

The Grove Tower is conceived to provide a comfortable indoor environment using passive means to reduce mechanical means such as air conditioning in at least 35%. The typical floor area of 2,600 m2 is divided in two wings, creating an atrium, just above a ground floor garden, that allows natural daylight go “down” and the indoor air go “up” using the stack effect, improved by the “wing” shape of the building. Plants are also part of the indoor design, moderating the indoor climate, adding shade where needed, and filtering dust.

The wings are grouped in a compact shape to protect the building from the strong winds and typhoon effects, that way the atrium became an architectural feature the balance the indoor environment.

The façade incorporates shading louvers to diffuse the light, control glare and limit heat gain. The distribution plan and the structural strategy also allow flexible partitions.

GROOVE TOWER

The buildings are orientated in its lenghtwise North-South, and the distance between them allows that no shadows from other buildings will cover the south façade in the winter midday. This south façade have a conservatory, improving the heat gains and keeping the house warm in the night.

Building main circulation are all across north façade, apartments are duplex and they open both sides, allowing cross ventilation an improving the solar entering angle and heat gains of internal mass in winter. The buildings main circulations and the service rooms in houses works as a buffer zone.

In the hot seasons of the year the same building external structure protect the apartments from solar direct beam. Crossing natural ventilation is in every apartment to allows the internal structure loose the heat acumulated during the day.

I was invited for a closed competition for this proyect.

COMPETITION

COMPETITION

GROOVE TOWER

Beijing Garden Residences Project coordination: Jorge Aguila Location: Beijing / China AA asociados

GROOVE TOWER

GROOVE TOWER

COMPETITION

COMPETITION

Ecotect - Radiance

Reflections : Glare & Daylighting analysis

A daylight analysis was done in order to calculate the amount of light that the commercial plaza was receiving in the winter seaon. For the summer situation, a reflexivity study was necessary.

Daylight Factor - winter solstice 12:00 Glare problem in the commercial plaza - Summer calculation Glare problem in the commercial plaza Foot candles - winter solstice 12:00