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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