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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
CONVENTION CENTER
ACADEMIA (up left) Cafeteria entrance (down left) Exploded cad from cafeteria (up right) Inner images of theater foyer
CONVENTION CENTER
ACADEMIA
(up left) Cafeteria entrance (down left) Exploded cad from cafeteria (up right) Inner images of theater foyer
(up right) Inner images of theater foyer (up right) Inner images of theater foyer
CONVENTION CENTER
(down left) Exploded cad from cafeteria
ACADEMIA
(up left) Cafeteria entrance
MEDIA CENTER
ACADEMIA
(up left) Cafeteria entrance (down left) Exploded cad from cafeteria (up right) Inner images of theater foyer (up right) Inner images of theater foyer
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
MEDIA CENTER
ACADEMIA (down left) Exploded cad from cafeteria (up right) Inner images of theater foyer (up right) Inner images of theater foyer
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.
(down left) Exploded cad from cafeteria (up right) Inner images of theater foyer (up right) Inner images of theater foyer
(up right) Inner images of theater foyer (up right) Inner images of theater foyer
HOTEL 17
(up right) Inner images of theater foyer
WORK
(down left) Exploded cad from cafeteria
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 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.
LA DEHESA HILLS (up right) Inner images of theater foyer (up right) Inner images of theater foyer (up right) Inner images of theater foyer
WORK
(down left) Exploded cad from cafeteria
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 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
(down left) Exploded cad from cafeteria (up right) Inner images of theater foyer 655
495
505
290
500
313
00
3b
4
5a
11a
15
17
(up right) Inner images of theater foyer
620
19
(up right) Inner images of theater foyer
-1.88
-2.05
-1.85
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
75
50
20 V 24 a: 70 d:210 h 140 l:130
20
U
75
20
20 30 20
V 24 a: 70 d:210 l:130
ABAT. h 140
405
T
110
495 475
12.5
138 20
20
20
0B 0 1 3
207
168
331
170
2C
580
580 9
135 80
220
85
PROY.h100
20.5 60
165
28 28
60 74
160 286
266
140 9
140 271
865
140
9
V 33 a: 70 d:210 l:140 V 33 a: 70 d:210 l:140
ABAT. h140
B 10
281 x 270
128
150
60
281
270
220
10 185
CL 06
220 x 150
140
DORMITORIO 3
BAÑO 2
ABAT. h140
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
7
79
P3 a75 h230 sc4 86 43
10 10
174 x 318
74
B 10
154 149 25
HOME-OFFICE
22 20 38.5
6
79
285
9 205
90
135
60 CL 08
DORMITORIO 2
25
25
V 32 a: 40 d:240 l:***
7
9
CL 03
84
79
79
P3 a75 h230 sc5
V 36 a: 100 d:240 l:***
CONJ. h200
B 09
9 84 55
P2a70 h230 sc6
65 155
456
CL 04
169 x 292
CONJ. h140.
5
177
70
DORM. SERV.
sec.
lav.
177
84
110
104
3
20
16
4
444
9 35
271 x 285
LOGGIA 40
ESTAR
108.5
P11 a46 h230 gas
99
9
6
TEKA
BARANDA
B 19 LOSETA EN JARDINERAS PISOS 2 - 5 - 8 - 11 Y 14.
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%
-1.80
-1.97
p= 14%
0
-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
764
94
20
68
129
20
100
570
25
417
Ñ
100
48
p2%
P
42
Q S
500
617
100
16
15
14
13
12
11
700
proyección corte de losa
PM14 a h195
602
594.5 12.5
65
p2%
580
1065
p 2.25 %
650
610
TOTAL ESTACIONAMIENTOS PROYECTO =24+33+39=96
p2%
p2%
160
252 9
%
140
p
1
1555.5
p2%
20
20 163
V 10 a:210 d:270 F h60 l:77 V 11 a: 210 d:270 P h60 l:79.5
164
140
143
canal AA.LL.
tronera
220
315 430
corte de losa
845
59
p 2.25 % V 12 a:3.5 d:270 h266.5 l:315 1C1F
430
+1.00
185
135 30
20
12
610 548
295
10
114
+0.50 -0.10 niv.losa
20 171
20
315
U
+0.15
tronera
17
18 estac. simples + 3 estac. dobles (x2)= 21+3=24
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.
8
9
10
250
250
250
250
250
DESCRIPCION OBSERVACIONES
250
250
FECHA
250
REV.
+0.125
250
COTA +93 L.T.
+2.50
500
500
500
500
500
±0.00
DESLINDE ORIENTE =54.00mts.
+2.00 +1.40 niv.losa
tronera
7
canal AA.LL.
6
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
500
PM13 a479h188.5
20 410
124.5
2 gradas de 17.5 cms.
p2%
1
250
DESCRIPCION OBSERVACIONES
corte de losa
3 gradas de 18 cms.
454
100
-0.72
B16
+0.12
-0.48
601
610
V 8 a:0 d:356 M.C. h356 l: 610
12
349
77
N
500
649
7
h=0.50 / l= 3.93+2.32=6.25 rampa 8 %
281 22
381
94
114
M
500
2401
7 59
23
9
69
V 13 a:70 d:270 l:100
PROY. h 200
542
B1 p2%
+0.50 5a
6
75 20
536 1248
J
corte de losa
15
734 94
390
H
-0.175
±0.00 38.5
500
-1.08
45
50
370
50
G
315
canal AA.LL.
20 80
18
500
600
20
20 311
360
20
KITCH.
60
B17
600
19
E
140
A2
5
10
rampa 8 % h=0.35 / l= 4.375
219
19
7
SALA MULTIUSO
20
9
71
740
C
79.5 9
150
BAÑO M.
135
±0.00
120
111 40
890.5
710.5
20 60
330
20
138
138
COTA +93 L.T.
214.5
80
500
-0.75
FECHA
74
4
DESLINDE NORTE =40.00 mts.
170
410 440
ANTEJARDIN
1000
REV.
P3 a70h230 sc9
295
±0.00
Toma de aire por cielo
V 14 a:70 d:270 CONJ. h 200 l: ***
PM10 a93.5 h92
-0.91
95
V I.4 a:0 d:240 h 240 l:84
Z.V.S. 1
2402
p6%
-1.05
94
1222
1222
d:356 l:285
PM11 a78.5 h92
7
74
171
V 9 a:0
CONJ. h356
23
SALA ESTUDIO
ESCAPE
B04
500
-1.03
9 21 9
270
500
-0.90
161
21
500
20
A
-1.17
-1.00
77
101
65
114
±0.00
77
20
P3 a70 h230 sc9
191
avance
9
79
137
85
79.5
15 40
avance
114 13 67
20 75 9
P6 a90 h230 sc16
9
20
avance
84
ABATIR
-0.25
DESHUMIDIFICADOR
BAÑO H.
9
82
94
10
Z.V.S. 4
325
d:240 l:79
806
p6%
3
430 V I.1 a:70 d:284.5 h214.5 l:203
200
P4 a90 h230 sc10
13 94
51
BAÑO P3a75 h230 sc7
54
120
148
ESCAPE
1248
COTA +93 L.T.
P3 a90 h230 sc13
-0.40
V 17 a:210 d:270 l:80
FIJA
203
Z.V.S. 4
Z.V.S. 2
28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28
±0.00
V I.3 a:0
ABATIR h 240
SAUNA
135.5
V 15 a:210 d:270 1C1F h 60 l:291
147
79
71
LOCKERS LOCKERS LOCKERS LOCKERS
9
V I.4 a:0 d:240 63 h 240 l:84
120 94
51
piso 1
P15 a90 h230 sc22
3 gradas de 14 cms.
a subterráneo 1
P15 a90 h230 sc22
10
ESCAPE
100
18 gradas / h= 17.17 cms.
a piso 2
1988
PROY. h 60
1
±0.00
ABATIR
140
P6 a90 h230 sc16
piso 1
370
Z.V.S. 2 71
Z.V.S. 1
Z.V.S. 3
28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 52
20 gradas / h= 17.95 cms.
+0.1795
600
170
piso 1
40
117
139.5
ASCENSOR
210
139.5
ASCENSOR
344
100 144
117
a piso 2
54
156 9
405 175
149
70
(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
a subterráneo 1
20
d:240 l:185
P4 a100 h230 sc7
94
177 18
51
94
220
114
V I.2 a:0
CONJ.h240
50
10
2
71
P15 a90 h230 sc22
90
12
2
0
68.5
120
70
70
61
2
2400
DREN AA LL.
45
85
337
CONJ.
140
201
Z.V.S. 3
9
P2 a80 h230 sc10
90
136
CORTE CHALLA SHAFT BASURAS
9
460
V 1 a:0 d:318 h 318 l:400 400
430 161
10 79
G-300-2
LOCKERS EQUIMET
G-300-2
LOCKERS EQUIMET
P3a75 h230 sc25
G-300-2
LOCKERS EQUIMET
P3 a75h230 sc9
CONSERJE
MUCAMAS
ESCAPE
338
56.5 2
80
CESPED ARMADO
94
CL 1 R. SECA R. HUMEDA 170°
12
ancho rampa 90
390
61
151
30 136
106 G-300-2
LOCKERS EQUIMET
G-300-2
LOCKERS EQUIMET
V 18 a:210 d:270 l:60 PROY. h 60
G-300-2
V 18 a:210 d:270 l:60 PROY. h 60
LOCKERS EQUIMET
G-300-2
LOCKERS EQUIMET
V 18 a:210 d:270 l:60 PROY. h 60
G-300-2
LOCKERS EQUIMET
V 18 a:210 d:270 l:60 PROY. h 60
V 18 a:210 d:270 l:60 PROY. h 60
SALA CINE
V 16 a:210 d:270 PROY. h 60 l:71
412
Tronera 200 x 50
Línea de Edificación
110 20 915 20 130 60 20 60 20
60
576
20 60
441
20 60 130 20
DESLINDE SUR =40.00 mts.
367
piso 1
500
Línea Oficial según certificado de Línea Nº217/04
79
COTA +93 L.T.
60
250
640
5 20
250
30
185
250
75
160
250
160
43
180 20
180
60
580
9
250
420
G-300-2
250
40
9 21
185
.5 73
105
LOCKERS EQUIMET
161
-0.48
0
AREA ESPARCIMIENTO 38.35m2
359
PROYECCION CIELO
5
500
eje calzada Avda. Francisco Soza
120
16
500
100
135
D
±0.00
11.520
500
-1.21
p6%
124.5
17
390
11
-1.39
GIMNASIO
ESTAR
49
+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
29
RECEPCION
250
5
3f
-95
-0.35
PM12 a157.5 h92
900
250
4
E D I F I C I O
±0.00
B17
ESPEJO DE AGUA
-1.48
C.I. AA.LL. V 7 a: 0 d:356 M.C. h 356 l:370
PISCINA TEMPERADA 38.70m2
V 4 a:0 d:356 M.C. h 356 l: 555
60.5
20
110
813
60
Toma de aire por cielo
250
-1.35
V 6 a:0 d:356 M.C. h 356 l: 475
90
PROYECCION CIELO
CRISTAL TEMPLADO EMPOTRADO
375
180
-0.48
V 3 a:-24 d:356 M.C. h 380 l:465
106
240
V 2 a: -24 d:356 M.C. h 380 l:455 55
B18
138
ESPEJO DE AGUA
20
190
p= 1%
30
-1.12
V 5 a:0 d:356 M.C. h 356 l: 405
250
3
65
60
p= 1%
20
250
65
p= 7%
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
A2
135
180
CL 03
130
155 x 138
P3a65 h230 sc3
59
rack
309
20
261
A
-1.03
180 x 220
P3a70 h230 sc5
9159
10
20
-1.17
BAÑO 1
220
34.5 34.5
5.5
CL 15 93.5
266 x 444
130 x 130
20
BAÑO 4 SERVICIO
9 29 7
456 x 309
68
TDA
74
134
138
3.5
9
5
151 x 130
60
9
13.5 9
P4 a100 h230 sc8
108.5
JARDINERAS EN PISOS 2 - 5 - 8 - 11 Y 14.
40
104
80
4 1
89
ref.
74
90
250
193
14 d:232 l:132
99.5
BAÑO 3 VISITAS
12.5
79
95
COCINA
PM8 a125 h200
47
69
208
elec.
P12 a35 h230
75 54
9
81
81
utilero desp.
51
9
88 9
80
LOSETAS EN PISOS 3 - 4 - 6 - 7 - 9 - 10 - 12 - 13 - 15 Y 16.
V 41 a: 0 d:246 CONJ. h246 l: 762
60
74
187.5
92.5
15 20
20
P2 a75 h230 sc18
84
54
P6 a90 h230 sc16
9
120
18.5
9
grada solo en piso 2
392
15 gradas / h= 17.4cms. piso tipo 28 28 28 28 28 28 28 28 28 28 28 28 28 28
60
51
SALA DE MEDIDORES
40
20
176
110
120
176
73
120
10
87
25
ANTEP. H-30 60
140
140
94
6
11
piso tipo
79
50
117
(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.
30 5
DEPTO Nº3
140.00 mts²
P1a130 h230 sc1
PUERTAS EN PISOS CON JARDINERAS 2 - 5 - 8 - 11 Y 14.
V 40 a: 0 d:200 CONJ. h200 l:762
20
3
377
94
11
6
220
20 140
536
94
P3 a75 h230 sc2
377 185
9 204
145 140
315.5 CL 14
T
CL 12
COMEDOR
climat. agua
210
10
2 56.5
168 9
56
COMEDOR
140
TDA
94
P6 a90 h230 sc16
90
ASCENSOR
117
150
120
2
615
610 59
84.5
P2a80 h230 sc5
15
99.5
V 31 a: 110 d:210 l:80
465
193
P2 a80 h230 sc5
16.5
74
96
400
139.5
70
68.5
ASCENSOR
2
16.5 30
ESTAR
405 x 615
60
84
170° 90
475 x 336
321 x 610
DEPTO Nº2 96
B 07
DORMITORIO 1 EN SUITE ESTAR
9
59
REFRIGERADOR
60 9
36
84
130.5
100.89 mts² 192
130 130 x 145 9
red seca red húm.
370
106 TEKA
76.5
desp.
84
P1 a130 h230 sc1
9
5
66
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
9
20
9 7 9
10
69 103.5 104.5 36 9
12
145
P3a70 h230 sc5
159 12 12.5
P3 a70 h230 sc5
90
236 x 521
CL 09
112
153
CL 1
139
10
12
COCINA
260 x 268
225 85.5
63
4
DORMITORIO 3
4
120
347
60
LOGGIA
125
60
50
V I.5 a: 0
4
70 V 31 a: 110 d:210 l: 80
PROY. h 100
90
139.5
9 70
110
154
49
79
205 x 114
338
56.5 2
7 34 9
69
16
230 x 556
254
251
60
79
29
HOME-OFFICE
201
140 60
9
10
79
COCINA
CONJ. h 232
V 33 a: 70 d:210 l:140
4
V 35 a: 70 d:210 l:100
ABAT. h 140
14 151.5
338
438
9 32 11
P2 a80 h230 sc5
70
207
ABAT. h 140
30
105 85
105
105
20
40 105
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
150 x 225
B11
79
15
79 9 12.5 80.5 24
P1 a130 h230 sc1
40
7 9 31 76
10
9 155
121
DORMITORIO 4 207 x 257
P3 a70 h230 sc5
327
221 x 140.5
100
P3 a70 h230 sc5 BAÑO 3 SERVICIO
86
8
74
BAÑO 2
BAÑO 2
B11
60
5 9
5
297
74
61
265 x 341
35 9 33
137 95.5
10 10
CL 09
232
CL 13
70
79
261 x 268
50
P3 a75 h230 sc4
140.5
145 x 112 112
61
79
184
13.5
94
9
CL 05
7 69.5
104
261 x 271
B 12
331
9
DORMITORIO 3
V 38 a: 70 d:210 2C h 140 l:150
150
139
79
DORMITORIO 2
P3 a75 h230 sc4
69.5
105
640
9
20
9
64.5
60
CL 10
152.5
P3a75 h230 sc2
420
9
P3a75 h230 sc4
204
126
260 x 420
152.5
CL 07
100
DEPTO Nº1 132.40 mts²
145
20
50
115
ESTAR
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
CL 11
B 13
280
260
V 39 a: 40 d:240 CONJ. h 200 l: ***
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
16
74
P3 a70 h230 sc5
104 93.5
P3 a75 h230 sc2
65.5
28 28
CL 14
13.5 9 24
80.5
165
V 31 a: 110 d:210 PROY. h 100 l: 80
180 x 220
110
70
115 331 300 580 80
220
85
180
BAÑO 1
160
DESLINDE SUR =40.00 mts.
65
310
405
151 x 274
420 x 569
475 x 340
9
580
Línea Oficial según certificado de Línea Nº217/04
20
20
S1
385
755 45
105
250
eje calzada Avda. Francisco Soza
225
60
R
425
330 270
BAÑO 1
ESTAR
DORMITORIO 1 EN SUITE
30
9
20
45
O
330
2015
REFRIGERADOR
-1.21
4
8
260
1C 1F
REFRIGERADOR
-1.39
-1.15
9
L
105
245 210
95
120
K1
140
50
395
B06
110
-1.48
-1.38
130
70
30
201020
30
95
87.5
-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
138
TERRAZA 8.13 MTS.²
18.79 m2 V 20 a: *** d:240 h*** l:***
CONJ.
50
20
229
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
60
50
50
-1.28
-1.49
ANTEJARDIN
m ts . 5. 00
A
-1.79
A1
-1.44
N
SUMIDERO
-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
FURNITURE
WORK
SSCC school furniture Location:Vi単a delMar/Chile Work:furniture designed 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. (down left) Exploded cad from cafeteria (up right) Inner images of theater foyer (up right) Inner images of theater foyer (up right) Inner images of theater foyer
WORK
FURNITURE
GROOVE TOWER
COMPETITION
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 faรงade in the winter midday. This south faรงade have a conservatory, improving the heat gains and keeping the house warm in the night. Building main circulation are all across north faรงade, 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
Beijing Garden Residences Project coordination: Jorge Aguila Location: Beijing / China AA asociados
GROOVE TOWER
COMPETITION SSCC school furniture Location:Vi単a delMar/Chile Work:furniture designed 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
GROOVE TOWER
COMPETITION SSCC school furniture Location:Vi単a delMar/Chile Work:furniture designed 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
GROOVE TOWER
SUSTAINABILITY WORK
Reflections : Glare & Daylighting analysis ECOTECH - RADIANCE
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
Sustainable Architecture Master Studies & Consulting Cases Jorge Olivos Architect | LEED AP BD+C MSc. ClimaDesign TU M端nchen, Deutschland
GROOVE TOWER
SUSTAINABILITY WORK
Reflections : Glare & Daylighting analysis ECOTECH - RADIANCE
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