WALTER RIGUETI
PORTFOLIO
H
My name is Walter Rigueti. I’m a Oporto. This portfolio is a catal and interests, containing a co professional works in the world
The presentation of these chronological order with the int of the design process. The s project of a temporary housin esteem, and ends with the aca school that I developed after some academic and profession
Thank you for y
Hi!
an architecture student living in log of my thoughts, convictions ollection of my academic and d of Architecture.
selected works follows a tention of showing an evolution selection starts from a small ng unit, for which I have great ademic project of a secondary some years, having acquired nal knowledge.
your attention.
WALTER AFONSO RIGUETI Personal Information Born in Guararapes, Brazil 23. April.1991 Currently living in Oporto, Portugal
Citizenships Brazilian Italian
Contact (+351) 927 704 694 wafonso.rigueti@gmail.com
Education
Languages
Faculty of Architecture of the University of Porto Integrated Master in Architecture 2016 - on going
Escola da Cidade Faculty of Architecture and Urbanism
Portuguese English Italian French German
BArch - 5 years program 2009 - 2013
School of Architecture Urban Planning Construction Engineering of Politecnico di Milano Academic exchange program Sept.2012 - Mar.2013
Education First Boston Campus English course abroad Dec.2010 - Feb.2011
Programs Skills AutoCAD Sketchup Photoshop InDesign Illustrator
Professional Experience Zemel+ ARQUITETOS Sao Paulo, Brazil Architect 2014 - 2016 Participation in the development of projects comissions and competitions, as well the monitoring and management of these works when under construction. Experience from Conception to Technical and Detailed Design, from small to large scale projects. Collaboration in administrative matters.
Academic Research Um SESC no Porto Master Arch Final Work Professor: PhD. Carlos Prata Faculty of Architecture of the University of Porto On going
Guararapes: espaço público e conexão urbana BArch Final Work Professor: Anderson Fabiano Freitas Escola da Cidade Faculty of Architecture and Urbanism 2013
Plano Espaço Arquitetura Sao Paulo, Brazil Intership Sept.2013 - Dec.2013 Collaboration in the development of Technical and Detailed Design; residential woodwork design.
Cabe Arquitetos + Antico Ofício Marcenaria Sao Paulo, Brazil Intership Mar.2013 - Aug.2013 Collaboration on developing the Project Conception and Concept Design; residential and hospital woodwork design.
Os sheds na obras de Lelé sob a ótica do conforto ambiental Scientific research Professors: M.Sc. Cecilia Mattos Mueller and M.Sc. Daniela C. Laudares Pereira Scientific Council of Escola da Cidade 2011
III Scientific research journey: Arquitetura: técnica e habitação Coordination: Prof. Ms. Caio Santo Amore de Carvalho Escola da Cidade Faculty of Architecture and Urbanism 2011
Other Experience
Additional Information
Casa D’Oro Pizzaria
Open House Porto 2017 | Tour guide
Porto, Portugal Waiter June.2018 - on going
VIII International workshop on urban project: Hidroanel Metropolitano Escola da Cidade Faculty of Architecture and Urbanism 2013
VII International workshop on urban project: Tiquatira II Escola da Cidade Faculty of Architecture and Urbanism 2012
VI International workshop on urban project: Habitação e Educação na Cidade Contemporânea Escola da Cidade Faculty of Architecture and Urbanism 2011
WORKS
Project
Área
Location
p. 8
Observatory in Serra da Cantareira
72 m²
Parque Estadual da Cantareira, Brazil
p. 12
Quartiere Fabio Filzi
185 m²
Milan, Italy
45°28’09.6”N 9°13’56.3”E
p. 14
Guararapes: Public Space and Urban Conection
28.000 m²
Guararapes, Brazil
21°15’27.0”S 50°38’30.2”W
p. 22
Caminha de Amorim
377 m²
Sao Paulo, Brazil
23°32’37.0”S 46°42’09.9”W
p. 28
Law Office
800 m²
Sao Paulo, Brazil
23°34’14.2”S 46°41’25.7”W
p. 34
Dental Products Factory
300 m²
Sao Paulo, Brazil
23°41’03.9”S 46°42’16.2”W
p. 44
Lighthouse Sea Hotel
3.000 m²
Capo Murro di Porco, Italy
37°00’11.9”N 15°20’05.3”E
p. 54
Hotel in Ribeirão Preto
Ribeirão Preto, Brazil
21°12’42.2”S 47°47’46.3”W
p. 60
Campo 24 de Agosto Middle School
Porto, Portugal
41°08’56.5”N 8°35’59.4”W
11.000 m²
Program
Type
Year
With
Housing
Academic Project
2011
Housing rehabilitation
Academic Project
2012
City hall, Auditorium, Library, Bus and Train Stations, Retail and Community Center
Academic Project BArch Final Work
2013
Office
Professional Project
2015
in collaboration with Zemel+ ARQUITETOS
Office
Professional Project
2015
Cristiano Zan and Zemel+ ARQUITETOS
Small Factory
Professional Project
2015
in collaboration with Zemel+ ARQUITETOS
Hotel
Competition
2016
Beto Montenegro and Zemel+ ARQUITETOS
Hotel
Professional Project
2016
in collaboration with Zemel+ ARQUITETOS
School
Academic Project
2017
Sara MuĂąoz
Observatory in Serra da Cantareira
2011
OBSERVATORY IN SERRA DA CANTAREIRA
Info 72m² Housing Parque Estadual da Cantareira - Sao Paulo, Brazil Academic Project Escola da Cidade, 2011 Professors Marta Moreira Felipe Noto Method Hand drawing Photoshop Model
A small observatory. A temporary housing unit intented for four botanical researchers in Serra da Cantareira during a period of three months. Being known the difficulty of the access to the forest the wood was thought as a constructive material, considering as an easy way of construction due it simple installation and transportation in the chosen place by the researchers themselves.
8
Academic Project
Sao Paulo, Brazil
Axonometric
9
Observatory in Serra da Cantareira
2011
Floor plan
Longitudinal section
1
Cross section
10
2
Academic Project
Sao Paulo, Brazil
Model
11
Quartiere Fabio Filzi
2012
QUARTIERE FABIO FILZI
Info 185m² Housing rehabilitation Milan, Italy Academic Project Politecnico di Milano, 2012 Professor Pierfranco Galliani Method AutoCAD With Sara Muùoz
Interior intervention in the architectural complex designed by Franco Albini, Renato Camus and Giancarlo Palanti. Dated from post World War I, 1935-1938, the ensemble is an example of rational, economic and modern construction of Milanese architecture. Originally the building was designed and built only with stairs for vertical displacement, and all the apartments were equipped with bathrooms without bath areas; originally, this was common to all apartments, located in the central building. In this way, some of the challenges of the this project was the inclusion of an elevator inside the building and also showers and bathroom improvements to all apartments. In our architectural solution, after fulfilling the proposed challenges, we chose to maintain the three housing typologies of the complex, modifying them to the minimum necessary for their adaptations. The exterior of the buildings was maintained without intervention because it is considered historical heritage.
Original plan 12
Academic Project
Milan, Italy
F. Albini, R. Camus, G. Palanti, Quartiere IFCP Fabio Filzi (1935-1938)
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Fondazione Ordine Architetti
1
5
Proposed plan
13
Guararapes: Public Space and Urban Conection
2013
GUARARAPES: PUBLIC SPACE AND URBAN CONECTION
Info 28.000m² City hall, Auditorium, Library, Bus and Train Stations, Retail and Community Center Guararapes, Brazil Academic Project - BArch Final Work Escola da Cidade, 2013 Professor Anderson Freitas Method AutoCAD Model
This project has as its object of study the small city of Guararapes, located in the state of Sao Paulo, where a municipal building was tought to supply the local problems and needs, such as the lack of qualified public spaces that allow citizens not only leisure, but also social, cultural and educational life. The program developed for the site of approximately 49.500 m2 located at the foundation point of the city; where the first urban network was formed due to the advance of the Railroad Northwest of Brazil in 1928; is composed by a new bus station, the city hall, library, retails, snack bars, public restrooms, children’s playground, soccer field and support structure. In addition to the program developed, I also considered the reactivation of the railway line for the transport of passengers and, consequently, the operation of the railway stations for this purpose. This program tries to solve the idleness of a large area close to the city center; the state of abandonment of the railway stations, the need for a new headquarters for the city hall and the lack of a public space qualified for the residents of this city.
14
Academic Project
Guararapes, Brazil
Aerial image of the proposed project Image credits: Marcelo Venzon
15
Guararapes: Public Space and Urban Conection
2013
External images
Images credits: Marcelo Venzon
16
Academic Project
Guararapes, Brazil
Usage diagram
Image credits: Marcelo Venzon
17
Guararapes: Public Space and Urban Conection
2013
10
City Hall - Cross section
18
50
Academic Project
Guararapes, Brazil
Ground floor plan
Longitudinal section
Cross section
19
Guararapes: Public Space and Urban Conection
2013
Library interior
Image credits: Marcelo Venzon
20
Academic Project
Guararapes, Brazil
Model
21
Caminha de Amorim
2015
CAMINHA DE AMORIM
Info 377m² Office Sao Paulo, Brazil Professional Project 2015 Method AutoCAD Model In collaboration with Zemel+ ARQUITETOS Contribution Project conception Concept design Developed design 2D and Axonometric drawings Model
Two lots, two buildings, one project, one concept. The idea of a space open to various commercial uses.
22
Professional Project
Sao Paulo, Brazil
Axonometric
23
Caminha de Amorim
2015
Floor plan 1
Floor plan 2
1
Longitudinal section
24
5
Professional Project
Sao Paulo, Brazil
North elevation
South elevation
Cross section
25
Caminha de Amorim
2015
Model
26
Professional Project
Sao Paulo, Brazil
Model
27
Law Office
2015
LAW OFFICE
Info 800m² Office Sao Paulo, Brazil Professional Project 2015 Method AutoCAD Co-authoring with Crisitano Zan Zemel+ ARQUITETOS Contribution Project conception Concept design 2D drawings
The current work is a participation on a private competition for the refurbishment of a law office, which occupies two entire floors of a building, being them the 10th and 11th floor of it. The identified problem was the lack of identity between both floors, like the visual scope and finishes-materials, and also the distribution of space. In this way we seek through the project a greater dialogue between the two floors. Because of these analyses, the various work areas of the office were divided in a more cohesive and practical way. The option for Capao Bonito marble materializes the guava color that is one of the office’s visual identity compositions.
28
Professional Project
Sao Paulo, Brazil
Office’s entrance collage
Image credits: Julia Machado
29
Law Office
2015
1
10th Floor plan
30
5
15
Professional Project
Sao Paulo, Brazil
11th Floor plan
31
Law Office
2015
Office’s lobby collage
Image credits: Julia Machado
32
Professional Project
Sao Paulo, Brazil
Workstations and meeting room collages
Images credits: Julia Machado
33
Dental Products Factory
2015
DENTAL PRODUCTS FACTORY
Info 300m² Small Factory Sao Paulo, Brazil Professional Project 2015 Method AutoCAD In collaboration with Zemel+ ARQUITETOS Contribution Measured survey Project conception Concept design Developed design Technical design Furniture and woodwork design Detail drawings Complementary technical drawings management 2D drawings
From an empty lot in the city of Sao Paulo was thought this small factory of dental mannequins. The building was designed in two parts, despite its unique metallic structure. One of them is responsible for the administrative sector, which has gained a more rational and square volume, and the other one for the production, with a volumetry that refers to the old models of factories, with an high ceiling and a “shed” cover, providing ventilation and natural lighting to the interior of the building.
34
Professional Project
Sao Paulo, Brazil
Facade collage
Image credits: Julia Machado
35
Dental Products Factory
2015
A
D
A01a
754
B
F
A01a
C
K
C
A01
N
G
12.42 4.97
4.97 0.25
9.69
0.15
0.97
0.15
0.81
0.18
0.41
0.52 0.75
PL
0.3
0.45 0.75
0.3
PVA
0.3
6 PL
TRATAMENTO ACÚSTICO C/ MATERIAL ABSORVENTE COLADO NAS SUPERFÍCIES DAS PAREDES E TETO (Sonex Illtec ou jateamento tipo Pistofibra Isover ou Celustran)
1.18 0.75 x 1.2 0.9 Cj. A05
0.40
POLIMENTO
P.D. = variável
Cj. A05
0.15
5.91 0.15
0.6
0.6 0.4
PL
0.45 PVA
PLC
1.01
3.78
0.8
PVA
0.8
PVA
3.78
P.D. = variável CA
POR
P.D. = 2.35 PVA
POR
VD
VD04 DIVISÓRIA VIDRO Cj. A05 ACÚSTICO
0.2 3.5 x 0.5 CX04 0.90 Cj. A05
0.15 0.21 0.3
PVA
A01a B
0.5
0.2
4.6
5.6
8
2.33
1.35
PVA
0.9
25.57
E A01a
GE
0.16
VD03 Cj. A05
0.9
PM04 Cj. A05
TRATAMENTO ACÚSTICO INTERNO ABSORVENTE COLADO NAS SUPERFÍCIES DAS PAREDES (Sonex Illte)
3.5
VD
VD
3
12.07
JARDINEIRA EM NÍVEL
0.45
3.92
VD
PVA
projeção do pavimento superior
0.88
GR
DESMOLDE
3.5
3 3.9
4.07
MARCENARIA 0.45
Cj. A05
753
PL
1.8
PM01
PM04
PVA
0.67
0.3
GR
VD
26.91
VD P.D. = 2.87
VD02 PVA
Cj. A05
1.35
A01a
1.75
8.27
3.37
2.36
0.5
1.86 3.06
0.45
AMPLIAÇÃO ESCADA
Fl. A07
PVA
A
0.40
PVA
5.65
CE
5.65
MD
CA
PF02 Cj. A05
0.25
1.2
POR
AMP 3
A01a
CIRC. EXTERNA
P.D. = 2.87
VD01 Cj. A05
PVA
1.45
0.5
VD
Cj. A05
0.9
0.9
VD
0.25
1.79
0.67
0.15 0.8
COPA / REFEITÓRIO
CA
POR
PM02
0.1
Cj. A06
0.5 x 1.2 CX02 0.90 Cj. A05
1.2
CA
0.44
0.54
0.2
0.15 PVA
0.9
AMP 2
AMPLIAÇÃO COZINHA
CE
1.2
POR
5.31
1.73
PVA
PVA
5.34
2.53
3.75
1.83
P.D. = 2.88
PVA
P.D. = 2.87
1.18
0.93
BANHO
J
PVA
1.69
AMP 1 AMP. BANHO TÉRREO
PVA
RECEPÇÃO 0.45
Cj. A06
1.68
0.16
0.8
0.9 0.15
0.45
3.75 0.25
JARDINEIRA CX01 EM NÍVEL Cj. A05
2.4
JARDINEIRA EM NÍVEL
3.34
1.2 10.19
CIRCULAÇÃO EXTERNA 0.40
1.96 1.05
PF01
PF07
Cj. A05
MD
Cj. A05 JARDINEIRA EM NÍVEL
3.02
5.05
9.13
5.81
0.4 0.5 x 0.4 2.14
1.2
0.54
1.2
3.95
1.19
PM03 Cj. A05
0.72
0.87
P.D. = 2.88
BANHO
PM01 Cj. A05
1.95
1.67
0.6 CA
3.71
PVA
1.19
0.15
1.2
1.45 0.44
1
5.32
3.24
1.79
POR
PVA
P.D. = 2.87
PVA
PVA
CA
0.45
4.49
2
POR
4.61
3.87
0.5
FO
MONTAGEM / EXPEDIÇÃO
POR CTA
PVA
PL
0.45
1.35
Cj. A05
2.97
4.07
SALA MANDETTA PM04
10.23
1.95
1.95
1.95 x 0.5 CX03 0.90 Cj. A05
PVA
AMP 4 Cj. A06
0.4 x 0.4 CX01 1.55 Cj. A05
PL
Cj. A05
0.5
1.3 2.21
AMPLIAÇÃO BANHO
POR
PVA
0.45
P.D. = variável
1.56
Cj. A05
0.45
1.03
MONTAGEM / EXPEDIÇÃO
POR CTA
PVA
0.8
PVA
3.34
4.49
0.21
1.53
1.2
3.92
0.91
2.63
0.67
PF05
P.D. = 2.80
0.4
0.8
0.21
0.83
A01a
0.22
1.22 0.55
2.63 x 1.78 0.04
0.15
4
1.2
Cj. A05
2.75 0.2 0.62
VZ02
3.7 6.88
I
0.86
BANHO
0.76
3.5
Cj. A05
2.66 0.91
0.77
3.92
PM05
GR
PVA
1.35
GR
0.57
PVA
Cj. A05
0.6
0.4 PM06
GR
PVA
POR CTA
2.63
3.92
4.07
P.D. = variável PVA
PF04 Cj. A05
TRATAMENTO ACÚSTICO C/ MATERIAL ABSORVENTE COLADO NAS SUPERFÍCIES DAS PAREDE E TETO (Sonex Illtec ou jateamento tipo Pistofibra Isover ou Celustran)
MOLDAGEM / PREPARO 1.35
8.66
2.73
1.35
GR
2.73
PVA
1.18
PL
1.64
0.42
MD
1.09
0.15
7.97
PL
0.89
PVA
7.45
2.24
5
0.6 x 2.13 0.0
GR
9.69
0.2
PL
VZ03 Cj. A05
1.35
A01a
MD
PF03
POR CTA
0.2
PVA
H
1.2
3.9
PL
1.2
0.45
3.9
4.1
P.D. = 2.85
2.73
FO
ARMÁRIO
3.03
CX05
FO
3.85
0.40
4.96
ESTACIONAMENTO VARIÁVEL
0.62
0.85
BANCO EM CONCRETO
0.1
EV
EV
MD
ENTRADA ENERGIA
PL
0.45
PL
PF06
MD
Cj. A05
0.00
1.05
1
B´
0.24
ESCALA 1:50
CALÇADA
P.D. = 2.20
0.85
PLANTA TÉRREO
1.7
CI
C'
A01 5.42
AV. DANTON JOBIM 10.3
0.9
1.27 2.17
12.46
1
Ground floor - Construction plan
36
5
Cj. A05
PF01
OBS.: TODA A ESTRUTURA APARENTE DEVERÁ SER PINTADA COM TINTA ESMALTE COR BRANCO
CORTE C - ELEVAÇÃO LATERAL
MD
EV
OBS.: TODA A ESTRUTURA APARENTE DEVERÁ SER PINTADA COM TINTA ESMALTE COR BRANCO
2.33
ESCALA 1:50
EV
CORTE D
ESCALA 1:50
CG
PL
6.72
0.40
Cj. A05
PF07
1.2
6.72 2.33
0.25
1
0.29 1.28 0.5 0.95 0.34 2.53
CX06
2.87 Cj. A05
PF02
1.2
0.5
Cj. A05
CX02
0.5
3.95
0.45
Cj. A05
PM02
2.15
Cj. A05
2.1 0.05
POR
Cj. A05
PM01
CA
POR
PVA
0.63 2.1
PVA
0.31
2.73
MD
CE
RECEPÇÃO
2.56
MURO EXISTENTE EM VISTA
2.15
2.1 6.72
LV
2
Cj. A05
PM03
Cj. A05
PM01
PVA
5.22
PM01
Cj. A05
CX08
1.1
Cj. A05
0.4 BANCADA
4.07
Cj. A05
PM04
POR
PVA
LV
Cj. A05
CX03
1.95
0.45
0.40
FO
3.52
FINANCEIRO
0.92 0.53
PVA
1.45
2.73 2.87
3
0.5
PVA
VZ04
PVA
Cj. A05
4.07
VZ01
Cj. A05
CX04
Cj. A05
MD
3.5
3.5
PLC
0.40
MONTAGEM / EXPEDIÇÃO
PM04 Cj. A05
PM04 Cj. A05
POR
PVA
CTA
4.07
0.25 1.09 0.53
REUNIÃO
4.36
1.29 0.31 2.56
CE
1.2 0.95
1.6 3.62
PVA
4
4
VZ05
POR
Cj. A05
PVA
4.36
1.49 0.25 2.62
Cj. A05
VZ02
2.63
Cj. A05
PM05
PVA
CTA
4.07
4.07
PLC
PVA
MD
POLIMENTO
0.45
GR
0.25 1.09 0.53 1.49 0.25 2.62
0.63 2.1 0.5 0.95
1.78 4.94
3
2.04
5
5
VZ05
PVA
0.2
PF03 Cj. A05
1.2
3.47
VZ03
POR
PVA
CTA
Cj. A05
0.6
GR
Cj. A05
3.47
PLC
0.45
0.3
0.25 1.09 0.45
5´
Cj. A05
CX05
0.75
5´
6
FO
PVA
0.52
PL
0.63
6
Cj. A05
VZ05
0.63
POLIMENTO
4.17
4.07
6.72
6.22 1.87
6.22 0.5 0.95
1.09 0.97 3.51 1.45
1.76 4.96
2
1.78 0.09
4.36 1.76 2.13 0.05
0.9 2.18
5.96 2.1 2.15 0.05
0.53
1.2
3.95
2.15
37 0.95
2.35
Longitudinal section 1.78 4.68
1
0.00
0.40
0.45
3.52
6.85
7.04
0.00
0.40
0.45
3.52
6.85
7.04
Professional Project Sao Paulo, Brazil
Southwest elevation
4.05
6.46
0.9
0.9
2.73
Dental Products Factory
2015
A
D
ARC. 25
PONTOS DE AR COMPRIMIDO
A01a
B
F
ARC. 25
A01a
ARC. 25
C
K
ARC. 25
PONTOS DE AR COMPRIMIDO
C
A01
N
G
ARC. 25
0.15
6
0.3
1.7
0.27
1
0.45
1
1.3
0.5
0.9
0.45
0.8
0.15 1.55
0.27
18
1.45
ASPIRADOR DE PÓ TRIFÁSICA 15
15
14
LIXADEIRA DE DENTES TRIFÁSICA
9
ROSQUEADORA TRIFÁSICA
ARC. 25
PONTO DE AR COMPRIMIDO
ARC. 25 0.8
POLITRIZ
16
0.55
0.5
1.25
16
0.3
16
0.9
7
0.77
0.4
0.45
0.45
7
0.8
0.4
0.35
1.2
0.6
QDLF COMP. EMBUTIDO
APL. 100
22
0.85
COMPRESSOR TRIFÁSICA
0.35
11
12
7
0.35
1.2
0.75
1.1
12
CAPELA DE EXAUSTÃO GASES
DRN. 40
DRENO ÓLEO
3.08
DISPERSER TRIFÁSICO
4
MOLDAGEM / PREPARO
AGITADOR GIROSCÓPICO T8
ATENDE SALA DE DESMOLDE
0.15
ESTUFA
3.3
1.3
ASPIRADOR DE PÓ PORTÁTIL TRIFÁSICA
TUBULAÇÃO APARENTE
DESMOLDE
5
SERRA CIRCULAR PONTO TRIFÁSICO NO PISO - CX 4x4
PONTO DE AR COMPRIMIDO
ARC. 25 1.8
0.2
1
2
2
VNT. 50 AFR. 25
1.1
E A01a
0.3
1
0.9
APL. 100
TUBULAÇÃO APARENTE
A01a B
projeção do pavimento superior
2.1
DRN. 40
DRENO AC
1.96
1.8
0.5
0.66
AC
SALA MANDETTA
FRESA
1
0.55
3
ALIMENTA CHUVEIRO
TORNEIRA LAVAGEM
ARC. 25
PONTO DE AR COMPRIMIDO
ARC. 25
PONTO DE AR COMPRIMIDO
3
0.15
ARC. 25
PONTO DE AR COMPRIMIDO
MICROMOTOR
0.5
APL. 100
0.45 0.15
0.25
MARCENARIA
0.45 PROJEÇÃO EXAUSTOR EÓLICO
2
AFR. 25
0.5
1
0.15
I A01a
ARC. 25
PONTO DE AR COMPRIMIDO
QDLF TÉRREO 2 EMBUTIDO
COMPRESSOR TRIFÁSICA PREVISÃO DE NOVO COMPRESSOR
0.55
DRN. 40
DRENO ÓLEO
0.7
0.35 0.35
DRN. 40
0.15
0.75 0.6
2.52 1.5
DRENO ÓLEO
AFR. 25
21
CX 15x15 H = 0.50m
TUBULAÇÃO APARENTE PROJEÇÃO EXAUSTÃO COMPRESSORES
1.5
BOMBA DE CILINDRO DE VÁCUO
DRN. 40
0.8
0.9
1.87
17
DRENO ÓLEO
CPA CPL
0.65
12
7
0.55
FURADEIRA 220V
4
H A01a LIXADEIRA DE CINTA TRIFÁSICA
LIXA D'ÁGUA TRIFÁSICA
1.8
0.15
10
AFR. 25
AFR. 32
0.9
0.3
PONTO PARA CÂMERA H = 2.50m
0.9
5
TUBULAÇÃO APARENTE
FURADEIRA 2 TRIFÁSICA
10
ARC. 25
TOPIA 1 TRIFÁSICA H = 0.20m
0.9
PONTO DE AR COMPRIMIDO
APL. 100
ATENDE LIXA D'ÁGUA
1.52
0.8
PONTO DE AR COMPRIMIDO
13
TOPIA 2 TRIFÁSICA H = 0.20m
POLIMENTO
0.3
ARC. 25
15
TL
PONTO DE AR COMPRIMIDO
ARC. 25
0.55
0.5
0.8
PONTO AR COMPRIMIDO
DRENO AC
1
QDLF APARENTE TÉRREO 1
0.15 0.45 2Ø2" TELEFONIA
2Ø2" TV CX 4x4
CPT CPA ACX. 25
DRN. 40
1
2
1
2.08
0.5
0.15
1.03
2
CPL
FI. 22
MONITOR ALARME
A01a
7
FILTRO H=0.60m
J BOMBA DE CILINDRO DE VÁCUO
TV
2
0.15
0.35
PTO. P/ CÂMERA h = 2.50m
DRN. 40
ESCANINHOS
VNT. 50 APL. 150 PRODUÇÃO W.C. TÉRREO
0.5
1
2
MONTAGEM / EXPEDIÇÃO
BOMBA DE CILINDRO DE VÁCUO
2
0.3
2.21
AFR. 50
0.9 MICROONDAS
RECEPÇÃO
0.5
0.3
AQUEC. CARDAL h=0,50m 4x4
1 2.14
DRENO ÓLEO
0.5
h=0,80m
A
COPA / REFEITÓRIO
A01a
Ø1" TV
MONITOR ALARME 1
2
1
2
0.15
TA
1
SI PE
SIRENE h=2,50m
0.3
1.2
1
QDF AR COND. Ø1 1/2"
0.8
PORTA ELÉTRICA
0.2
SHAFT METÁLICO
PONTO PARA CÂMERA h = 2.50m PONTO PARA PORTEIRO ELETRÔNICO h = 1.30m
QDLF SUPERIOR Ø1 1/2"
h = 1,50m
TECLADO ALARME 4x2
0.15
0.15
ATENDE COZINHA
h = 1,50m
AFR. 25
ESG. 100
ALM. 22 PE
0.45 0.15
ALIMENTA CAIXA D'ÁGUA PREVER PONTOS SOBRE O MURO P/ CERCA ELÉTRICA
PORTA ELÉTRICA SENSOR MICROONDAS
CX."T" CX."H"
PLANTA TÉRREO
ENTRADA DE LUZ E ÁGUA - VER AMPLIAÇÃO ESPECÍFICA
FILTRO DE ÁGUA PARA RESÍDUOS SÓLIDOS CAVALETE DE ÁGUA VISOR VOLTADO PARA CALÇADA
ESCALA 1:50
1
B´
A01
CX."E"
C'
PROJEÇÃO POSTE 30 x 30
PREVER PONTOS SOBRE O MURO P/ CERCA ELÉTRICA
AV. DANTON JOBIM
1
Ground floor - Infrastructure plan
38
5
Professional Project
Sao Paulo, Brazil
A
D
A01a
B
F
A01a
C
K
C
A01
N
G
2/16
P1
P1
1.26
2/16
P1
1.26
2/16
P1
1.26
2/16
AE5 P1
1.26
2/16
0.42
2/16
ARMÁRIO
1/16
PL
SP1
1.19
2/16
1.26
1.19
1/16
P1
1.26
0.74
luz emergência fixa h=2.50m do piso
0.74
P1
1.26
1/2
4.15
P1
0.42
0.44
6
P1
P1
P1
P1
P1
P1
H
1.19
1.19
POLIMENTO CTA P.D. = VARIÁVEL
0.4 P1
P1
P1
P1
P1
ESTA ILUMINAÇÃO ESTÁ PARTINDO DAS TERÇAS ESTRUTURAIS
SC3 SC2
QDLF COMP. EMBUTIDO
1/2
AE5
viga
0.69
1.38
1.38
1.38
0.65
ARMÁRIO 0.66
5
0.4
P1
0.77
P1
0.77
P1
A01a
1/2
P1
3.46
P1
P.D. = 2.85
C3
h=1.80m
1.38
PL
0.69 C2
MP1
MP1
MP1
MP1
MP1
1/2
P1
1.31
1.31
MOLDAGEM / PREPARO
4.07
CTA P.D. = VARIÁVEL
P1
MP1
MP1
MP1
MP1
MP1
I
0.25
P1
A01a
1
1
2
1.28
MP1
0.15
2
MP1
SMP1 12
1
MP1
MP1
C1 AE5
4 0.56
1.11
M1
0.56
M1
h=1.00m
BANHEIRO
SD1
M1
P.D. = 2.35m
DF02
DF01 Fl. A03
2.58
1.44 ME1
M1
M1
E
D1
1.31
1.31
MARCENARIA
M1
A01a
2/6
ME1
P.D. = 2.80
Fl. A03
2/6
GE
PL
D1
DESMOLDE 1.31
P.D. = variável
1.11
1.96
CA
0.45
2
LUZ EMERGÊNCIA FIXA NA ALMA DA VIGA APARENTE
1/6
1
2
0.65
1
MONTAGEM / EXPEDIÇÃO
ESTA ILUMINAÇÃO ESTÁ PARTINDO DAS TERÇAS ESTRUTURAIS
SC1
MP1
LUZ EMERGÊNCIA FIXA NA ALMA DA VIGA APARENTE
2
0.8
SP1
1.31
QDLF TÉRREO 2 EMBUTIDO
P1
1.04
0.65 0.15
LUZ EMERGÊNCIA FIXA NA ALMA DA VIGA APARENTE
0.65
1.31
C1
P1
P.D. = 2.85
PROJEÇÃO DA CHAMINÉ DE EXAUSTÃO DO COMPRESSOR
0.46
0.69
P1
ESTA ILUMINAÇÃO ESTÁ PARTINDO DAS TERÇAS ESTRUTURAIS
CTA P.D. = VARIÁVEL
AE5 M1
1.05
M1
A01a
D1
B 2.02
1.66
SSM1, SM2
1.05
1/6
3
M1
SM1
projeção do pavimento superior viga
1/6
ME1
0.65
ME1
SM2 ME1
ME1
1.31
2/6
AE5
1
2
1
2
1
2
3.08 2
SM2
SM1 ME1
ME1
1.44
1
0.15
0.4
2
CA
SM2
P.D. = 2.87m
J
viga CA
SA1
P.D. = 2.88m
BANHEIRO 0.15
SB2
0.15
ALINHADO C/ EIXO DE PIA h=1.60m
h=1.80m
viga
AE5
1
2
viga
CA
CA 1
2
2.14
P.D. = 2.87m
2.7
P.D. = 2.87m
SAE3 SAE4, AE5
2 1
CA 2
B1
C1 LUZ EMERGÊNCIA H=2.50M DO PISO
BANHEIRO PNE
0.15
SAE1, AE2, AE3 SR1, R2
1.2
LUZ EMERGÊNCIA FIXA NA ALMA DA VIGA APARENTE
P.D. = 2.88m
A
0.2
AE5
0.6
2
1
viga
1
R2 R1
1.34
0.15
SB1
0.45
A01a
SC1, C2
2
1
C2
COPA
RECEPÇÃO
1.07
viga
R2
2.02
B2 2
1.35
1
viga
2
1.34
1
A01a
AE5
SALA MANDETTA 1
2
SME1
2.02
2
1.96
LUZ EMERGÊNCIA FIXA NA ALMA DA VIGA APARENTE
P.D. = 2.87m
1/6
CA
QDLF TÉRREO 1 APARENTE
viga
MONTAGEM / EXPEDIÇÃO
1.76
2/6
2.21
2.02
1
SC1
1 AE2
AE2
AE2
1/8
3.13
AE2
0.2
AE4
AE3
2/8 AE3
AE1
0.4
ESCALA 1:50
3,00
)
AE4
AE3
1/8
PLANTA TÉRREO (CORTE
2/8
AE6
1
B´
A01
ENTRADA DE LUZ, ÁGUA E GÁS - VER AMPLIAÇÃO ESPECÍFICA
2/8 AE3
AE6
ENTRADA ENERGIA PL
P.D. = 2.20
C'
AV. DANTON JOBIM
Ground floor - Lighting plan
39
Dental Products Factory
F
A06
A06
2015
E
B
A06
A06
A CA
PM02 0.8
0.15
0.72
0.25
0.08
0.05
0.8
0.9
Cj. A05 CX01 0.78
Cj. A05
PM01
0.25
0.4
Cj. A05
PVA
0.18 0.4
1 cm
0.2
0.68
0.8
0.42
Cj. A05
0.3
0.35
+0.44
POR
0.45
1.38
1.22 1.67
0.25
0.2
0.45 1.83
BANHOS 1 E 2 - PLANTA BAIXA
BANHO 1 - CORTE A
ESCALA 1:25
ESCALA 1:25
CA
CA 0.25
CA
1.83 0.78
1.67
0.28
0.02
1
GR
1.1
0.3
PROJEÇÃO VIGA 0.35
0.35
GR
CX01
0.24
0.1 0.1
CA
POR
PD=2.44m
PROJEÇÃO VIGA
0.9
PVA
1.17
D
1.8
1.24
0.34
1.01
0.39
PD=2.44m
0.42
A06 2.14
0.45
BANHO 1
CA
0.18
1.69
1.64
PVA 0.24
POR
A06
0.44
BANHO 2
2.88
C
0.87
0.44
1
0.15
0.45
0.45
0.45
1 cm
PVA
PVA
PVA
PVA
BANHO 2
BANHO 1
PM02 Fl. A06
2.88
2.88
1
PM01 Fl. A06
0.1
0.69
0.8
0.2
BANHOS 1 E 2- CORTE C
0.85
0.75
+0.44
POR
0.43
+0.44
POR
0.3
0.9
0.9
+0.44
0.45
0.35
0.28 0.02
POR
0.75
0.85
1.1
0.3
0.2
2.1
GR
0.8
0.8
1.69
0.15
BANHO 1 - CORTE B
ESCALA 1:25
1.64
CA
CA 1.67
VIGA EM VISTA 0.15
PVA
PVA
BANHO 1
BANHO 2
0.78
0.25
0.78
1.83
0.78
CA 0.25
PVA
PVA
2.93
2.88
1
1
ESPELHO 1.67 x 1.00m
POR
+0.44
+0.44
POR
BANHOS 1 E 2 - CORTE D
0.1
1.1
0.3
0.2
2.1
0.9
0.3
0.02
0.9
0.9
0.3
0.35
0.02 0.28
PRATELEIRA EM MDF OU COMPENSADO NAVAL FORMICADO - VERDE PASTEL L156
PRATELEIRA EM MDF OU COMPENSADO NAVAL FORMICADO - AZUL MINERAL L150
POR
0.28
BANCADA EM GRANITO CINZA ANDORINHA
0.15
1.1
BANCADA EM GRANITO CINZA ANDORINHA
0.2
GR
0.3
0.1 0.1
ESPELHO 1.83 x 1.00m GR
+0.44
BANHO 2 - CORTE E
ESCALA 1:25
ESCALA 1:25
1
Detailed bathroom drawing
40
2
Professional Project
Sao Paulo, Brazil
Detailed woodwork drawing
41
0.01
2015
0.01
Dental Products Factory
0.01
0.01
0.66
DPF3 Fl. A05
2.52
2.53 2.53
2.52
1.24
2.53
CHAPA METÁLICA COR PRETA
0.9
2.53
2.52
1.24
2.52
0.66
DPF3 Fl. A05
0.62
DPF4 Fl. A05
0.45
0.40
FECHADURA ELETRÔNICA A SER DEFINIDA EM CONJUNTO C/ SERRALHEIRO CHAPA METÁLICA -
0.9
0.05
COR PRETA
0.62
DPF4 Fl. A05
PF01 - VISTA
PF01 - CORTE A
FECHADURA ELETRÔNICA A SER DEFINIDA EM CONJUNTO C/ SERRALHEIRO0.40
PF01 - PERSPECTIVA ISOMÉTRICA FECHADURA ELETRÔNICA A SER DEFINIDA EM CONJUNTO C/ SERRALHEIRO
0.05
0.45
PF01 - VISTA
A
A05
FECHADURA ELETRÔNICA AMORTECEDOR A SER DEFINIDA EM CONJUNTO C/ SERRALHEIRO
A05
INTERNO 0.15
A
1/2 1/2
0.25
PF01 - PERSPECTIVA ISOMÉTRICA
DPF2 Fl. A05
DPF1 Fl. A05
AMORTECEDOR
DPF2
DPF1 Fl. A05 0.1
Fl. A05 EXTERNO
0.98 1.08 1.18
1/2 1/2
1.2
0.1
1
0,2
INTERNO
0.01
0.15
0.01 0.25
PF01 - CORTE A
1 A05 0.1
EXTERNO
0.98
PF01 - PLANTA1.08 0.01
0.1
1.18
0.01
1.2
1 A05
PF01 - PLANTA INTERNO
0.45
INTERNO
0.45
0.012
EXTERNO
INTERNO
0.012
0.01 0.002
CE
PL
0.002 0.01
0.02
0.012
0.002 0.01
MASSA
PERFIL TUBULAR METÁLICO 6.0x6.0cm MASSA
1/2
0.01
0.06
ESCALA 1:2 ESPESSURA DA CHAPA A SER
PORTA PIVOTANTE EM ESTRUTURA METÁLICA C/ FECHAMENTO EM CHAPA
DEFINIDA EM PRINCIPAL CONJUNTO C/ O ENTRADA SERRALHEIRO
1/2
ALVENARIA
RE
0.02
0.05 0.40
BATENTE EM CHAPA METÁLICA 0.40
EXTERNO
ESCALA 1:2
DPF1 - PLANTA ESCALA 1:2
0.40
0.40
EXTERNO
DPF2 - PLANTA
MD
PERFIL TUBULAR METÁLICO 6.0x6.0cm
CE GR
PISO INTERTRAVADO
ESCALA 1:2
BATENTE EM CHAPA METÁLICA EM VISTA 1/2 PREVER CAIMENTO
PORTA PIVOTANTE EM ESTRUTURA METÁLICA C/ FECHAMENTO EM CHAPA CANTONEIRA EM ALUMÍNIO NATURAL PARA ARREMATE DO PISO 0.45
POR
PORCELANATO MINERAL FENDI PORTA PIVOTANTE EM NAT 60x60 - PORTOBELLO ESTRUTURA METÁLICA C/ FECHAMENTO EM CHAPA MASSA DE ASSENTAMENTO
0.02
0.45
PREVER CAIMENTO SOLEIRA EM GRANITO CINZA ANDORINHA
DPF4 - CORTE 0.40
EXTERNO
MD
0.06
SOLEIRA EM GRANITO CINZA ANDORINHA
0.03
MASSA
1/2
ESPESSURA DA CHAPA A SER DEFINIDA EM CONJUNTO C/ O SERRALHEIRO
0.02
MASSA
ESCALA 1:2
PERFIL TUBULAR METÁLICO 6.0x6.0cm BATENTE EM CHAPA METÁLICA EM VISTA 1/2 GR 0.45
DPF2 - PLANTA
BATENTE 1/2 EM CHAPA METÁLICA EM VISTA 1/2 BATENTE EM CHAPA METÁLICA EM VISTA
ENTRADA PRINCIPAL
0.05
0.40
PERFIL TUBULAR METÁLICO 6.0x6.0cm
0.06
BATENTE EM CHAPA METÁLICA EM VISTA
ESCALA 1:2
CANTONEIRA EM ALUMÍNIO IMPERMEABILIZAÇÃO NATURAL PARA ARREMATE DO PISO CONTRAPISO POR 0.45 LAJE PORCELANATO MINERAL FENDI NAT 60x60 - PORTOBELLO MASSA DE ASSENTAMENTO
0.02 0.03
BATENTE EM CHAPA METÁLICA
EXTERNO
DPF1 - PLANTA
ESPESSURA DA CHAPA A SER DEFINIDA EM CONJUNTO C/ O SERRALHEIRO
0.06
DPF3 - CORTE
BATENTE EM CHAPA METÁLICA
MASSA
ESPESSURA DA CHAPA A SER DEFINIDA EM CONJUNTO C/ O SERRALHEIRO PERFIL TUBULAR METÁLICO 6.0x6.0cm
ALVENARIA EM VISTA
PERFIL TUBULAR METÁLICO 6.0x6.0cm
AB
BATEDOR
PERFIL TUBULAR METÁLICO 6.0x6.0cm
BATENTE EM CHAPA METÁLICA EM VISTA
DPF3 - CORTE
BATENTE EM CHAPA METÁLICA 1/21/2 EM VISTA
RE
0.03
0.06
BATENTE EM CHAPA METÁLICA
1/2
BATENTE EM CHAPA METÁLICA EM VISTA
BATEDOR
PL
PORTA PIVOTANTE EM ESTRUTURA METÁLICA C/ FECHAMENTO EM CHAPA
ESPESSURA DA CHAPA A SER DEFINIDA EM CONJUNTO C/ O SERRALHEIRO 0.012
0.01
0.002 0.01
1/2
MASSA
BATEDOR
AB
0.015
1/2
0.015
1/2
ALVENARIA MASSA
INTERNO ALVENARIA EM VISTA
CE
BATEDOR
ESPESSURA DA CHAPA A SER DEFINIDA EM CONJUNTOPERFIL C/ O SERRALHEIRO TUBULAR METÁLICO 3.0x3.0cm PERFIL TUBULAR METÁLICO 6.0x6.0cm 0.01
EXTERNO
0.012 0.002 0.01
ALVENARIA
0.06
0.01
0.015
0.1
0.03
RE AB 1/2
ALVENARIA
PORTA PIVOTANTE EM ESTRUTURA METÁLICA C/ FECHAMENTO EM CHAPA PERFIL TUBULAR METÁLICO 3.0x3.0cm PUXADOR
INTERNO
0.45
1/2
0.02
0.015
0.1
0.06
MASSA
PUXADOR
SOLEIRA EM 0.06GRANITO CINZA ANDORINHA SOLEIRA EM GRANITO CINZA ANDORINHA
PORTA PIVOTANTE EM ESTRUTURA METÁLICA C/ FECHAMENTO EM CHAPA
1/2
AB
RE
0.01 0.002
SOLEIRA EM CHAPA METÁLICA EM VISTA SOLEIRA EM CHAPA METÁLICA EM VISTA
0.45 0.012
SOLEIRA EM GRANITO CINZA ANDORINHA SOLEIRA EM GRANITO CINZA ANDORINHA
INTERNO
SOLEIRA EM CHAPA METÁLICA EM VISTA SOLEIRA EM CHAPA METÁLICA EM VISTA
MASSA
MASSA
IMPERMEABILIZAÇÃO CE CONTRAPISO
PISO INTERTRAVADO LAJE
DPF4 - CORTE
ESCALA 1:2
ESCALA 1:2
0,02
Detailed door drawing
42
0,1
Professional Project
Sao Paulo, Brazil
Production room collage
Image credits: Julia Machado
43
Lighthouse Sea Hotel
2016
LIGHTHOUSE SEA HOTEL
Info 3.000m² Hotel Capo Murro di Porco, Italy Competition Young Architects Competitions, 2016 Method AutoCAD In collaboration with Zemel+ ARQUITETOS Beto Montenegro Arquitetos Contribution Project conception Concept design 2D and Axonometric drawings
designed bringing more people to the place despite if they are guests of the hotel. Even if the sea seems to be always near and present, the place is high and the waves are too strong for diving or swimming in this area close to the coast. The pools aims to bring people the feeling of being in the sea. The new buildings - hotel, hotel rooms and spa, were designed in steel structure – a dry and less invasive construction system to the plot, always coated with Iblei Stone to remind the old constructions on the surroundings and merged in the landscape stone and topography making a dialog with the general layout of Ragusa - cradle of the Magna Graecia culture. For the buildings floor, a cement tile was used to allow geometric art to be always present – a tribute to Gio Ponti. For those who want to be closer to Nature and less to the everyday luxury of Hotel living, we proposed eight 47.5m² independent houses where guests can be completely independent of the Hotel infrastructure if wanted.
In order to preserve the history of the Lighthouse and keep it as the center of attention, we kept untouched it´s original access. For that the new buildings were designed to be as low as possible, to be discrete in the landscape, respecting the hight of the most important and symbolic building. In 15.4 m level - 80 cm below the lighthouse floor - which protects and observes - was deployed a walking path for the complex as well as a Belvedere in Iblei Stone (Pietra di Siracusa) seeking dialogue with the neighboring cities. This path that also aims to define the area and create a square to the Lighthouse - now an art museum with a green terrace occupied by a cafe for visitors, and an arts school in the adjacent building stimulating visitation and use of the site. The sculpture garden deployed in this area is intended to be an exhibition park of artists from the region, integrating art with nature composed of sculptures and landscaping planned with the local vegetation. A spa / pool complex independent of the hotel was also
44
Competition
Capo Murro di Porco, Italy
Sculpture garden and lighthouse collage Image credits: Julia Machado
45
Lighthouse Sea Hotel
2016
Site plan
46
Competition
Capo Murro di Porco, Italy
General section
47
Lighthouse Sea Hotel
2016
48
Competition
Capo Murro di Porco, Italy
GREEN ROOF
STEEL GRID STRUCTURE
CEMENT TILES
STEEL COLUMN
IBLEI STONE BASE
HOTEL - ISOMETRIC VIEW
SCALE 1:500 Hotel - Axonometric
49
Lighthouse Sea Hotel
1
2016
5
50
Competition
Capo Murro di Porco, Italy
Hotel - Floor plan
Swimming pool view collage
Image credits: Julia Machado
51
Lighthouse Sea Hotel
2016
N ROOF
GREEN ROOF
R PANEL
SOLAR PANEL
EL GRID UCTURE
STEEL GRID STRUCTURE
LOCKER
SUN BLOCKER
I STONE AL WALL
IBLEI STONE STRUCTURAL WALL
NT TILES
CEMENT TILES
EL GRID UCTURE
STEEL GRID STRUCTURE
INDEPENDENT HOUSES - ISOMETRIC VIEW
SCALE 1:200
Independet houses - Axonometric
52
Competition
Capo Murro di Porco, Italy
Independent houses internal view collage
Image credits: Julia Machado
53
Hotel in Ribeirão Preto
2016
HOTEL IN RIBEIRÃO PRETO
Info Hotel Ribeirão Preto, Brazil Professional Project 2016 Method AutoCAD In collaboration with Zemel+ ARQUITETOS Contribution Finishing specification of floor, wall and ceiling Ceiling plan (all floors) Floor design (ground floor and bar floor) Woodwork design (bar’s wooden panel) 2D drawings
From an hotel building under construction, the challenge of this project was specify all the finishings and furnitures for the common and private interior areas. Under our responsability was not only the specifications of finishings, but also the requiments of samples of it - and consequently the meeting with their providers - to finally create the genereal sample palette for each ambience. As part of the scope of work, the ceiling plans were totally thought and planned acording to the ilumination and aesthetics. For the floor plans, besides the task of specify a floor for the common areas, we got very excited on design it using different tiles mixed among them to get a unique design. For the bar, instead of heaving a wall to divide the bar and the elevator’s hall, we created and developed a flexible wooden panel, mixing differents colors, in order to get a visually fluid and an interesting cinetic object. By the end, all the furnitures, paintings and pictures were choosen to be brazilian’s designed.
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Professional Project
RibeirĂŁo Preto, Brazil
Hotel’s entrance
Finishing specifications of floor, wall and ceiling; floor design and ceiling plan Image credits: Fran Parente
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Hotel in RibeirĂŁo Preto
2016
Hotel’s lobby
Finishing specifications of floor, wall and ceiling; floor design and ceiling plan Image credits: Fran Parente
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Professional Project
RibeirĂŁo Preto, Brazil
Hotel’s reception
Reception design Images credits: Fran Parente
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Hotel in RibeirĂŁo Preto
2016
Hotel’s bar
Finishing specifications of floor, wall and ceiling; floor design, ceiling plan and flexible wooden panels design Image credits: Fran Parente
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Professional Project
RibeirĂŁo Preto, Brazil
Hotel’s bar entrance
Flexible wooden panels design Image credits: Fran Parente
59
Campo 24 de Agosto Middle School
2017
CAMPO 24 DE AGOSTO MIDDLE SCHOOL
Info 11.000m² School Porto, Portugal Academic Project FAUP, 2017 Professor Raquel Paulino Method AutoCAD Sketchup Model
work rooms, library, restaurant and auditorium) are situated in it, its concrete structure is orthogonally executed in beams, pillars and massive slabs. While the second building is smaller both in terms of height and proportion of facades, its main function is linked to sports activities and its structural solution is based on concrete structural walls throughout its perimeter and its coverage is performed in a large ribbed slab with zenith opening, providing natural lighting inside the building. In both volumes there are externally blades on their facades, which shade the interior spaces and promotes a longer reading of the assembly due to its continuity along the facade. The parallel orientation between the two volumes and the distance between them creates what for me is one of the richest spaces of this project. The consequent formation of the central empty space, articulator between the buildings, used now as a playground for the users of the school or as an internal place of permanence or passage for the local community; generates a “controlled” public space, of constant and intense use, and when added to the pre-existence of the city results in an urban intervention integrated to it, providing a social, cultural and urban transformation.
The project developed for the Campo 24 de Agosto Middle School is located in a large residual area of approximately 7.450 square meters, located near Campo 24 de Agosto, Oporto city. It takes shape in two parallel longilinear volumes oriented northwest - southwest. The project occupies the entire lot, with the buildings or simply with the delimitation of the empty spaces constructed for the controlled use of the school. This masterplan can be read in five times, two of them in constructed and consolidated volumes and the others in three empty “constructed” spaces, in alternation. Neither of the two buildings directly touches the preexisting buildings bordering the lot, one of these empty spaces is used to create this distance from the building, which is used to carry out the service access (by Rua de Fernandes Tomás) and the driveway to the parking (by Campo 24 de Agosto), located in the underground of the building. Although parallels and with similar materiality-finishes and visual aspects, these two buildings, which are very prominent in the landscape, are projects with different dimensions, proportions, functions and structural solutions between them. The main building has a larger size and proportion, the main functional spaces of the program (classrooms, laboratories,
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Academic Project
Oporto, Portugal
Sketches
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Campo 24 de Agosto Middle School
2017
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Academic Project
Oporto, Portugal
Axonometric
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2017
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Campo 24 de Agosto Middle School
AD RU ES TO AN S PO A US DA
Ground floor plan (Acess Campo 24 de Agosto)
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Academic Project
Oporto, Portugal
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Campo 24 de Agosto Middle School
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Floor plan 1 (Acess Fernandes Tomรกs)
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Academic Project
Oporto, Portugal
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CA
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Campo 24 de Agosto Middle School
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Floor plan 2
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Academic Project
Oporto, Portugal
RU
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Campo 24 de Agosto Middle School
2017
Northeast elevation
Cross section 1
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Academic Project
Oporto, Portugal
5
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Campo 24 de Agosto Middle School
2017
Cross section 2
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Academic Project
Oporto, Portugal
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Campo 24 de Agosto Middle School
2017
Northwest facade
Longitudinal section
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Academic Project
Oporto, Portugal
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Campo 24 de Agosto Middle School
2017
PROJEÇÃO DA ESTRUTURA EM BETÃO
PROJEÇÃO DO FORRO 5
0.3
7 1
0.4
1
0.9
0.04
1
1.6
PALA ACABADA COM PINTURA CINZA APLICADA SOBRE MASSA GROSSA REGULARIZADORA
PROJEÇÃO DO PISO INTERNO PROJEÇÃO DA ESTRUTURA EM BETÃO
0.79
Classroom - External facade
ESTOR MOTORIZADO FORRO EM GESSO CARTONADO + ISOLAMENTO EM DE LÃ DE ROCHA
0.5
0.3
GRELHA INSUFLAÇÃO
CONDUTA INSUFLAÇÃO DE AR
0.4
CAIXILHO SOBRE CACIFOS
0.2
CAIXILHO PROJETANTE
3.66
CACIFOS INDIVIDUAIS TELA DE PROJEÇÃO
2.8
1.6
2.1
1
PINTURA APLICADA SOBRE MASSA GROSSA REGULARIZADORA CAIXILHO PROJETANTE
QUADRO NEGRO PAREDES PINTURA BRANCA
SOLEIRA EM GRANITO CINZA SPI 0.9
RADIADOR A ÓLEO RUNTAL ANTEO CHROM
0.2
PISO LINÓLEO ACÚSTICO
1.3
GRELHA + ENTRADA CONDUTA DE RETORNO DA VENTILAÇÃO
RODAPÉ METÁLICO EMBUTIDO DENTRO DA PAREDE
PORTA ABERTURA 90cm + 30cm ACABAMENTO MADEIRA NATURAL
0.35
Classroom - Cross section 1
1
7.8
0.55
CAIXILHO PROJETANTE
QUADRO ELÉTRICO Exit
Menu
Standby/on
1.3
IR
RADIADOR A ÓLEO RUNTAL ANTEO CHROM
CONDUTA INSUFLAÇÃO DE AR
7.7 4.6
7
5
7.7
PROJEÇÃO DA PALA
CAIXILHO FIXO
CACIFOS INDIVIDUAIS
RADIADOR A ÓLEO RUNTAL ANTEO CHROM
0.5
0.35
1
CAIXILHO PROJETANTE
7.25
Classroom - Floor plan
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CONDUTA VERTICAL DE RETORNO DA VENTILAÇÃO
Academic Project
Oporto, Portugal
FORRO GESSO CARTONADO + ISOLAMENTO LÃ DE ROCHA VIDRO FIXO SOBRE PORTA CONDUTA INSUFLAÇÃO DE AR
FORRO GESSO CARTONADO + ISOLAMENTO LÃ DE ROCHA LUMINÁRIA EMBUTIDA NO FORRO EM GESSO
PAREDE DUPLA EM ALVENARIA (e = 9cm CADA) + ISOLAMENTO ACÚSTICO EM LÃ DE ROCHA (e = 3cm)
CAIXILHO SOBRE CACIFOS
QUADRO NEGRO PAREDE DUPLA EM ALVENARIA (e = 9cm CADA) + ISOLAMENTO ACÚSTICO EM LÃ DE ROCHA (e = 3cm)
PORTA ABERTURA 90/30cm ACABAMENTO MADEIRA PORTA DE ACESSO AO QUADRO ELÉTRICO PORTA DE ACESSO TÉCNICO À CONDUTA INSUFLAÇÃO DE AR
PORTA ACESSO TÉCNICO À CONDUTA RETORNO DA VENTILAÇÃO
PARTE POSTERIOR CACIFOS TELA DE PROJEÇÃO
GRELHA + ENTRADA CONDUTA DE RETORNO DA VENTILAÇÃO
PAREDES PINTURA BRANCA
PISO LINÓLEO ACÚSTICO
PISO LINÓLEO ACÚSTICO RODAPÉ METÁLICO EMBUTIDO NA PAREDE
RODAPÉ METÁLICO EMBUTIDO NA PAREDE
0.79
Classroom - Longitudinal section 1
FORRO GESSO CARTONADO + ISOLAMENTO LÃ DE ROCHA
FORRO GESSO CARTONADO + ISOLAMENTO LÃ DE ROCHA
CONDUTA INSUFLAÇÃO DE AR
LUMINÁRIA EMBUTIDA NO FORRO EM GESSO PAREDE DUPLA EM ALVENARIA (e = 9cm CADA) + ISOLAMENTO ACÚSTICO EM LÃ DE ROCHA (e = 3cm)
3.66
PAREDE DUPLA EM ALVENARIA (e = 9cm CADA) + ISOLAMENTO ACÚSTICO EM LÃ DE ROCHA (e = 3cm)
ESTOR MOTORIZADO
2.8
CAIXILHO FIXO CAIXILHO PROJETANTE
CAIXILHO PROJETANTE
QUADRO NEGRO
ESTOR MOTORIZADO
TELA DE PROJEÇÃO
PAREDES PINTURA BRANCA
PAREDES PINTURA BRANCA
RADIADOR A ÓLEO RUNTAL ANTEO CHROM RODAPÉ METÁLICO EMBUTIDO NA PAREDE
RADIADOR A ÓLEO RUNTAL ANTEO CHROM PISO LINÓLEO ACÚSTICO
TELA DE PROJEÇÃO 1.8
3.2
2.6
LUMINÁRIA EMBUTIDA NO FORRO
1/2
1.85
ESTOR MOTORIZADO
0.85
0.2
0.2
Classroom - Longitudinal section 2
QUADRO ELÉTRICO Exit
Menu
Standby/on
2
IR
1/2
CONDUTA INSUFLAÇÃO DE AR
LUMINÁRIA EMBUTIDA NO FORRO CAIXILHO SOBRE CACIFOS
3.65
2 1/2
2
LUMINÁRIA EMBUTIDA NO FORRO
LUMINÁRIA EMBUTIDA NO FORRO
0.85
ESTOR MOTORIZADO
GRELHA DE INSUFLAÇÃO DA VENTILAÇÃO - ACABAMENTO BRANCO
ESTOR MOTORIZADO
7.7
PROJEÇÃO DA PALA
1/2
3.6
FORRO EM GESSO CARTONADO COM PINTURA BRANCA + ISOLAMENTO SUPERIOR EM PLACAS DE LÃ DE ROCHA
ARREMATE DO FORRO EM TABICA METÁLICA AFASTAMENTO DE 2cm DA PAREDE
CONDUTA VERTICAL DE RETORNO DA VENTILAÇÃO
Classroom - Ceiling plan
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Campo 24 de Agosto Middle School
2017
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Oporto, Portugal
1
Academic Project
1%
COBERTURA
RUFO METÁLICO REBOCO + PINTURA - esp. 25mm TELA DE ANCORAMENTO SOBRE SUPERFÍCIE DE ISOLAMENTO ESTRUTURA DA PLATIBANDA EM BETÃO MEMBRANA EM BETÃO LEVE ISOLAMENTO TERMO-ACÚSTICO IMPERMEABILIZAÇÃO - LÂMINA BETUMINOSA - esp. 20mm ARGAMASSA DE ENCHIMENTO E REGULARIZAÇÃO LAJE MACIÇA EM BETÃO ARMADO - esp 250mm ISOLAMENTO TÉRMICO REBOCO + PINTURA - esp. 25mm VIGA EM BETÃO ARMADO - esp. 250mm
0.79
ALVENARIA DE PREENCHIMENTO EM BLOCOS IMPERMEABILIZAÇÃO - LÂMINA BETUMINOSA - esp. 20mm ESTRUTURA DE ATIRANTAMENTO DO FORRO EM GESSO CARTONADO
3.66
ISOLAMENTO TÉRMICO - esp. 80mm CAIXILHO METÁLICO COM VIDRO DUPLO - PROJETANTE
1.6
MONTANTE METÁLICO FIXO ANCORAMENTO DA PALA NOS PILARES LATERAIS 2.8
0.2
0.4
0.3
MANTA DE ISOLAMENTO ACÚSTICO FORRO EM GESSO CARTONADO ACÚSTICO GRELHA DE INSUFLAÇÃO - TROX ESTOR MOTORIZADO VERGA EM PERFIL METÁLICO "U" PARA ABERTURA DE VÃO DE CAIXILHO ESPERA METÁLICA PARA A INSTALAÇÃO DO CAIXILHO SEPARAÇÃO ENTRE MATERIAIS EXTERIOR / INTERIOR PERFIL METÁLICO "U" PARA ARREMATE ENTRE MATERIAIS E CAIXILHO
0.9
1
REBOCO + PINTURA - esp. 25mm PALA EM ESTRUTURA EM BETÃO ARMADO - ACABAMENTO EM PINTURA CINZA APLICADA SOBRE MASSA GROSSA REGULARIZADORA CAIXILHO METÁLICO COM VIDRO DUPLO - PROJETANTE SOLEIRA EM GRANITO CINZA SPI COM PINGADEIRA INFERIOR
SALA DE AULA
ESPERA METÁLICA PARA A INSTALAÇÃO DO CAIXILHO MASSA DE ASSENTAMENTO DA PEDRA ISOLAMENTO TÉRMICO - esp. 80mm RADIADOR A ÓLEO - RUNTAL ANTEO CHROM IMPERMEABILIZAÇÃO - LÂMINA BETUMINOSA - esp. 20mm REBOCO + PINTURA - esp. 25mm RODAPÉ METÁLICO NEGATIVO LINÓLEO ACÚSTICO FORBO - esp. 3,5mm ARGAMASSA DE ASSENTAMENTO ARGAMASSA DE ENCHIMENTO E REGULARIZAÇÃO LAJE MACIÇA EM BETÃO ARMADO - esp 250mm ISOLAMENTO TÉRMICO REBOCO + PINTURA - esp. 25mm VIGA EM BETÃO ARMADO - esp. 250mm ALVENARIA DE PREENCHIMENTO EM BLOCOS ESTRUTURA DE ATIRANTAMENTO DO FORRO EM GESSO CARTONADO IMPERMEABILIZAÇÃO - LÂMINA BETUMINOSA - esp. 20mm MANTA DE ISOLAMENTO ACÚSTICO FORRO EM GESSO CARTONADO ACÚSTICO TABICA METÁLICA PARA ARREMATE DO FORRO
0.5
VIGA PARA CORTE TÉRMICO HIT - Halfen ALVENARIA DE PREENCHIMENTO EM BLOCOS VERGA EM PERFIL METÁLICO "U" PARA ABERTURA DE VÃO DE CAIXILHO 3.66
BORRACHA DE VEDAÇÃO PIVÔ SUPERIOR
2.8
REBOCO + PINTURA - esp. 25mm BETÃO ARMADO ESFORÇADO PALA CAIXILHO METÁLICO COM VIDRO DUPLO - PIVOTANTE
2.3
PISO EXTERIOR GRANULADO DRENANTE MEMBRANA DE BETÃO LEVE DRENANTE LASTRO DE GRAVILHA
SOLEIRA EM GRANITO CINZA SPI COM PINGADEIRA INFERIOR EXTERIOR PIVÔ INFERIOR PERFIL METÁLICO - TRANSIÇÃO DE PISOS
INTERIOR
LINÓLEO ACÚSTICO FORBO - esp. 3,5mm ARGAMASSA DE ASSENTAMENTO ARGAMASSA DE ENCHIMENTO E REGULARIZAÇÃO LAJE MACIÇA EM BETÃO ARMADO - esp 250mm PERFIL METÁLICO PARA A PROTEÇÃO DA CAMADA DE IMPERMEABILIZAÇÃO E DA MANTA FILTRANTE AREIA VIGA EM VISTA REBOCO + PINTURA - esp. 25mm
3.68
PAREDE ESTRUTURAL EM BETÃO PARA A CONTEÇÃO DE TERRA IMPERMEABILIZAÇÃO - LÂMINA BETUMINOSA - esp. 20mm MANTA FILTRANTE SEIXO PEQUENO
ESTACIONAMENTO
MEMBRANA EM BETÃO LEVE ARGAMASSA DE ENCHIMENTO E REGULARIZAÇÃO LAJE EM BETÃO ARMADO LASTRO DE GRAVILHA
DRENO ENVOLVIDO POR MANTA FILTRANTE SEIXO GRANDE SOLO SAPATA CORRIDA DE FUNDAÇÃO
Construction section
79
Campo 24 de Agosto Middle School
2017
Model
80
Academic Project
Oporto, Portugal
Model - Layer by layer
81