vinicius langer greter portfolio

DAAD STUDY SCHOLARSHIPS FOR FOREIGN GRADUATES IN THE FIELD OF ARCHITECTURE, 2018/19

A B C D E

Rio de Janeiro city

PORTFOLIO

A

VINICIUS LANGER GRETER

C

A | CULTURAL CENTER BRITO BROCA

2

B | EMIA MUNICIPAL SCHOOL OF ARTISTIC INITIATION

18

C | MELHORAMENTOS COMPANY HEADQUARTERS

33

D | MONÇÕES MUSEUM

40

E | MUMA ENVIRONMENT MUSEUM EXPANSION

50

A A C C

B

A A

A B C D E

C

C

Porto Feliz city

D E E B B

A A B C D E C A B C D E

A B C

A B C D E A B C D E

D E E

B B A B C D E

B A B C D E D E E

Artificial lake Environmental reserves

D

D E E

ED E E E

CULTURAL CENTER

BRITO BROCA São Paulo, 2016 - 2017

type | professional independent project assignments | historical research, project for renovation and expansion, illustrations and renders about | When the landmark of a neighborhood is a hypermarket and not a public library in front of it, it means that something is very wrong in the way the library performs its cultural function in the society.

Designed in 1965 by renowned architects and engineers, the Brito Broca Journalist Library faces today a lamentable idleness in its “modern” spaces.

Disconnected in the essence of any contemporary sense of representativeness, what should be a place of imagination and creativity today hardly resists the classification of “white elephant.”

The urban situation aggravates the diagnosis: isolated from the street by a high height and oppressed by a violent and noisy avenue; it is necessary to redefine the building, to offer something different to the population.

The proposed exo-structure is a new element in the landscape, which represents the transformation of the library into a cultural center. This structure provides new uses: besides being a technical support (elevator, staircases, entrances), it can also be used for artistic interventions.

datasheet

2

site area | 2.380,00 m² existing constructed area | 1.718,00 m² total area after expansion | 2.011,00 m² phase | concept design

2 | A new coordinating axis overlap the building: conscious and respectful of the modernist historical layer, but the rupture of orthogonality is necessary for contemporaneity.

3 | Metal structure, spatial structure, creative and functional structure: the circulation, the studying, the reading and the collection merge to each other, so there is an optimization of the space and a versatility of usages.

novos acessos/ mirante

1 | Orthogonality and compartmentation: the central wall divides the building into two disjointed spaces, which becomes an old solution that results in a waste of space.

novo layout

BRITO BROCA | CONCEPT: 21° Book display area and passage Rooms New areas and access Structure / structuring axis

3 novos a mirante

Legenda Educação

Estadual Municipal Particular

Legenda Educação

Estadual Municipal Particular

Cultura Equip Biblioteca

Cultura Equip Biblioteca

Ponto/Bosque Leitura

Ponto/Bosque Leitura

Casa de Cultura

Casa de Cultura

Centro Cultural

Centro Cultural Espaço cultural

Espaço cultural

Teatro

Teatro

CEU

CEU

Brito Broca

Escola

Escola GIS ANALYSIS: AREA OF INFLUENCE Hidrografia Favelas Hydrography Rotas MunicipalLimite boundary Municipal

Hidrografia Favelas Rotas Limite Municipal

Brito Broca

Favelas (slums)

State public schools Municipal public schools Private schools Library Local “Culture Houses” CEU - unified educational center Local community center

0 km

4

0

0,5

1km

0

1km

1

2km

2km

In 1965 the library was built in a region that was being expanded. 50 years later, this neighborhood does not have another cultural building of regional relevance.

Nevertheless, Brito Broca is practically not used by the population nowadays.

PICTURES 1954 / 2008 1954: source Geosampa 2008: source Google Brito Broca Library Bandeirantes Interstate Highway Metropolitan Train line

5

As a library, its space is almost always empty and has no spontaneous public usage. But the public attends other specific cultural activities when they are scheduled.

ANALYSIS: USAGE OF SPACE

6

Regular use of the library.

“Elo da corrente� group - music, arts and poetry gathering

Teachers of history meeting.

200 children watching a play in the reading area.

Infiltration problems in the roof and in the water tank that contaminates the water: old metal pipes.

The original courtyard was occupied by an expansion that blocked the natural ventilation and light of the ground floor.

ANALYSIS: STATE OF CONSERVATION

7

Many poorly assisted renovations and maintenance damaged the facade; it is planned the recovery of the original ceramic tiles. The project plans the recovery of the original roof design.

A

CURRENT FIRST FLOOR PLAN 10

9

Reception | 1

9

Exhibition area and lockers | 2

5

7

Reading area | 3

5

3

Book display area | 4 Toilets | 5

5

Staff room | 6

4

Courtyard | 7

7

2

Study rooms | 8

5

Storage rooms | 9 Former City Hall Regional Office (empty) | 10

1

5 4

0m

8

3

8

6

6

A

A

10

8

8

8

FIRST FLOOR PROPOSAL Reception | 1 Lockers and lounge | 2

9 5

Auditorium - 90 seats | 3 Book display area and reading area | 4

4

Toilets | 5 Storage room | 6

6

2

Study rooms | 8

Outdoor area / contemplation | 10 Outdoor platform | 11

12 1 7

3

New public space at Mutinga Avenue level | 12

0m

9

3

5 5

Administration room | 7

Exhibition area | 9

5

6

A

11

A

10

10

10

5

9

9

CURRENT SECOND FLOOR PLAN

9

Administration room | 1

9

Exhibition and multipurpose area | 2

5

5

Book display area | 3 Staff room | 4

8

Toilets | 5 Book restoration room | 6

5 2

Storage room | 7

3 7

Kitchen | 8 Former City Hall regional office (empty now) | 9

5

1

Former houses of employees (empty now) | 10

6

2

4

1

10

3

6

10

0m

A

A

7

10

6

2 8 4

12 SECOND FLOOR PROPOSAL Multipurpose rooms | 1

2

Lounge and reading area | 2 Terrace / solarium | 3 Book display area and reading area | 4 Toilets | 5

2

Staff room | 6

1

Outdoor stage | 7

4

9

3D modeling lab room | 8 Access to rooftop terrace | 9 Outdoor area / contemplation | 10 New public space at Mutinga Avenue level

11 1 1

5

| 11 Emergency stair 12

3 0m

11

3

6

A

Fifty years ago, Mutinga Avenue was a quiet place, but nowadays this avenue connects several neighborhoods from the north to the center of the city. Many buses and trucks pass through narrow lanes.

The narrow sidewalk, vegetation and uneven access through a small staircase do not encourage the spontaneous use of the library.

PICTURES 1970S / 2016 1970s: source Casa da Imagem SĂŁo Paulo 2016: source personal collection

12

1 | New outdoors and indoors spaces, the natural and the built; spaces for reading, debate, contemplation and introspection.

Brito Broca Library, 2016.

2 | “The form follows the function”, but what are the functions of a Library? Didactic, academic, civilizing... and contemplative ones.

Sunset in the Jaraguá peak, view from Brito Broca Library, 2016.

3 | Reversal of compartmentalization: circulation is done through books, people, spaces and visuals.

Virgilio Barco Library, Bogotá, Colombia (reference). photo credits: Fernando Jiménez Buitrago

ISOMETRIC PERSPECTIVES ANALYSIS

13

SECTION AA

0m

14

1

5

PERSPECTIVE

15

PERSPECTIVE

16

PERSPECTIVE

17

LEGENDA

A CONSTRUIR A MANTER REFORÇO DE AÇO A CONSTRUIR

MUNICIPAL SCHOOL OF ARTISTIC INITIATION

EMIA

São Paulo, 2016 - 2017 what | professional collaborative work in GTO structural calculation: engr. Gabriel P. Meireles and engr. Rodrigo P. Silva colaboration: Marco Aurelio Scriboni (intern) assignments | Historical research; architectural project; truss reinforcement project; project for the electrics, lan, hydraulics and light design; illustrations and drawings; Legal approval. about | This 1920s house hosts the Municipal School of Artistic Initiation (EMIA), a public school that offers classes on music, dance, theater and visual arts for children from 5 to 12 years old.

Unlike Brito Broca Library, the concept here was to carry out an “invisible” renovation: the project contemplated the complete overhaul of the wooden roof structure, including reinforcements.

Also, a new reinforced concrete slab was designed to support all its new electrical, network, hydraulics and internet facilities, making maintenance much simpler.

The slab and new beams were calculated by the engineers of the GTO and there was the collaboration of architects of the DPH, Department of Historical Heritage.

PERSPECTIVE

SMC datasheet

PMSP

Restore

SECRETARIA MUNICIPAL DE CULTURA

PREFEITURA DO MUNICÍPIO DE SÃO PAULO CÓD. IMÓVEL

ESTRUTURA DO TELHA: MANTER E CONSTRUIR MODELO 3D - PERSPECTIVA

25 20 130 JA

OBRA

CÓD. EMPREENDIMENTO

GTO 001 R16

EMIA - ESCOLA MUNICIPAL DE INICIAÇÃO ARTÍSTICA - CASA 1 REFORMA DA COBERTURA E SERVIÇOS DE REQUALIFICAÇÃO

Parque Lina e Paulo Raia - R. Volkswagen, S/N - Jabaquara, São Paulo 04344-020

ETAPA

Build

18

VINICIUS LANGER GRETER OLGA M. BIAGGIONI DINIZ

RRT / ART

site area | 15.580,00 m² renovation and restoration area | 253,00 m² budget: R$410.091,18 (US$ 130.000,00 aprox.) phase | under construction LOCAL

ANTEPROJETO

ASSUNTO

PROJETO

ARQUITETURA

A CONSTRUIR E REINSTALAR - ELEVAÇÕES E CORTES

GTO

GERENCIAMENTO TÉCNIC

AUTORIA DO PROJETO COORDENAÇÃO

--------------------

DATA DO PROJETO

SET / 2016

FOLHA

6 / 10

ARQUIVO

GTO_EMIA_Casa1_PROJETO 5.1

Main facade

Mortar collapse: cracks and detachments

Historical research: EMIA in the 1970s, when it was renovated for the last time | source: Cinemateca Brasileira/SAV/MinC

Damaged roof: trusses, beams, installations and insulation

Damaged roof: trusses, beams, installations and insulation

ANALYSIS: STATE OF CONSERVATION

19

EMIA interior

A

1

3

2

4

CURRENT FLOOR PLAN 6

storage room | 1 storage room | 2

6

5

B

laundry room | 3

10

kitchen | 4 multipurpose room | 5 Toilets | 6 administration | 7

8

exhibition | 8 dressing room / costumes | 9

9

7

warehouse | 10 front porch | 11 administration | 12

12 11

Demolish Restore 0m

1,5

3

A

20

B

A

2

1

3

FLOOR PLAN PROJECT 5

storage room | 1 laundry | 2

5

4

B

kitchen | 3

B

9

multipurpose room | 4 new accessible toilets | 5 administration room | 6

12

multipurpose room | 7

7

multipurpose room | 8 access to rooftop terrace | 9

8

6

outdoor area / contemplation | 10 administration room | 11 new accessible entrance | 12

11 10

Build Restore 0m

1,5

3

A

21

Cod. TP-2 d VC-1 d VC-2 d VD-1 d VD-2 d VD-3 d VD-4 d VD-5 d VD-6 d VD-7 d VA-1 d VA-2 d VA-3 d VA-4 d VA-5 d VA-6 d VA-7 d VP-1 d TP-1 m TP-3 m TS-1 m TS-2 m TC-1 m TC-2 m TC-3 m TA-1 m TA-2 m TA-3 m TA-4 m TP-4 c CV-1 c CV-2 c ED-1 c ED-2 c ED-3 c ED-4 c MT-1 c MT-2 c VC-3 c VD-4 c VD-10 c VD-11 c VD-12 c VD-13 c VD-14 c VD-8 c VD-9 c VA-10 c VA-11 c VA-12 c VA-13 c VA-14 c VA-8 c VA-9 c VI-1 c VI-2 c VP-2 c

WOOD ROOF STRUCTURE MANAGEMENT Type Qty. Main truss 2 Central beam 1 Central beam 2 Diagonal beam 1 Diagonal beam 2 Diagonal beam 3 Diagonal beam 4 Diagonal beam 5 Diagonal beam 6 Diagonal beam 7 Front porch beam 1 Front porch beam 2 Front porch beam 3 Front porch beam 4 Front porch beam 5 Front porch beam 6 Front porch beam 7 Perimeter beam 1 Main truss 1 Main truss 3 Secondary truss 1 Secondary truss 2 Corner truss 1 Corner truss 2 Corner truss 3 Front porch truss 1 Front porch truss 2 Front porch truss 3 Front porch truss 4 Main truss 4 Truss bracing 1 Truss bracing 2 Diagonal bracing 1 Diagonal bracing 2 Diagonal bracing 3 Diagonal bracing 4 Half-truss 1 Half-truss 2 Central beam 3 Central beam 4 Diagonal beam 10 Diagonal beam 11 Diagonal beam 12 Diagonal beam 13 Diagonal beam 14 Diagonal beam 8 Diagonal beam 9 Front porch beam 10 Front porch beam 11 Front porch beam 12 Front porch beam 13 Front porch beam 14 Front porch beam 8 Front porch beam 9 Inferior beam 1 Inferior beam 2 Perimeter beam 2

To… Demolish Demolish Demolish Demolish Demolish Demolish Demolish Demolish Demolish Demolish Demolish Demolish Demolish Demolish Demolish Demolish Demolish Demolish Conserve Conserve Conserve Conserve Conserve Conserve Conserve Conserve Conserve Conserve Conserve Build Build Build Build Build Build Build Build Build Build Build Build Build Build Build Build Build Build Build Build Build Build Build Build Build Build Build Build

TC-2 m VD-3 d TC-3 m VD-2 d

VC-1 d

TP-1 m

TP-2 d

TP-3 m VD-4 d

VD-1 d TS-1 m

TC-1 m VD-5 d

ROOF STRUCTURE MANAGEMENT

TA-1 m

TA-2 m

TA-3 m

VC-2 d

TA-4 m VA-6 d

VA-3 d

Demolish

VA-4 d

VA-1 d

VA-5 d

TS-2 m

VA-2 d VA-7 d

Conserve VP-1 d

ENTRADA ATUAL, PELA COBERTURA, DE CABOS 0m DAS CÂMERAS, TELEFONIA E DADOS.

1,5

3

22

ESTRUTURA DO TELHADO: A DEMOLIR E A MANTER

VD-6 d

VD-7 d

1

A CONSTRUIR E A MANTER PLANTA TÉRREO

WOOD ROOF STRUCTURE MANAGEMENT Cod. Type Qty. TP-2 d Main truss 2 VC-1 d Central beam 1 VC-2 d Central beam 2 VD-1 d BEIRAL Diagonal beam CIMENTÍCIA 1 EM PLACA VD-2 d VER AMPL.13 Diagonal beam 2 / FOLHA 07 VD-3 d Diagonal beam 3 VD-4 d Diagonal beam 4 VD-5 d Diagonal beam 5 VD-6 d Diagonal beam 6 VD-7 d Diagonal beam 7 VA-1 d Front porch beam 1 VA-2 d Front porch beam 2 VA-3 d Front porch beam 3 VA-4 d Front porch beam 4 VA-5 d Front porch beam 5 VA-6 d Front porch beam 6 VA-7 d Front porch beam 7 VP-1 d Perimeter beam 1 TP-1 m Main truss 1 TP-3 m Main truss 3 TS-1 m Secondary truss 1 TS-2 m Secondary truss 2 TC-1 m Corner truss 1 TC-2 m Corner truss 2 TC-3 m Corner truss 3 TA-1 m Front porch truss 1 TA-2 m Front porch truss 2 TA-3 m Front porch truss 3 TA-4 m Front porch truss 4 TP-4 c Main truss 4 CV-1 c Truss bracing 1 CV-2 c Truss bracing 2 ED-1 c Diagonal bracing 1 ED-2 c Diagonal bracing 2 ED-3 c Diagonal bracing 3 ED-4 c Diagonal bracing 4 MT-1 c Half-truss 1 MT-2 c Half-truss 2 VC-3 c Central beam 3 VD-4 c Central beam 4 VD-10 c Diagonal beam 10 VD-11 c Diagonal beam 11 VD-12 c Diagonal beam 12 VD-13 c Diagonal beam 13 VD-14 c Diagonal beam 14 VD-8 c Diagonal beam 8 VD-9 c Diagonal beam 9 VA-10 c Front porch beam 10 VA-11 c Front porch beam 11 VA-12 c Front porch beam 12 VA-13 c Front porch beam 13 VA-14 c Front porch beam 14 VA-8 c Front porch beam 8 VA-9 c Front porch beam 9 VI-1 c Inferior beam 1 VI-2 c Inferior beam 2 VP-2 c Perimeter beam 2

R

70

Fl.06

1/75

To… Demolish Demolish Demolish Demolish Demolish Demolish Demolish Demolish Demolish Demolish Demolish Demolish Demolish Demolish Demolish Demolish Demolish Demolish Conserve Conserve Conserve Conserve Conserve Conserve Conserve Conserve Conserve Conserve Conserve Build Build Build Build Build Build Build Build Build Build Build Build Build Build Build Build Build Build Build Build Build Build Build Build Build Build Build Build

TC-2 m VD-10 c TC-3 m VD-9 c

ED-3* c

EMCD

ED-2* c

MT-1 c

CV-1 c

CV-2 c

MT-2 c

VC-3 c VI-1* c TP-1 m

VI-2* c TP-4 c

TP-3 m

ED-4* c VD-11 c

ED-1* c

VD-8 c TS-1 m

TC-1 m VD-12 c

ROOF STRUCTURE MANAGEMENT

TA-1 m

TA-2 m

TA-3 m

VC-4 c

TA-4 m VA-13 c

VA-10 c

Conserve

VA-11 c

VA-8 c

VA-12 c

TS-2 m

VA-9 c VA-14 c

Build VP-2 c

0m

23

1,5

VD-13 c

VD-14 c

3

TESOURAS: A CONSTRUIR E A MANTER PLANTA NÍVEL COBERTURA 1/75

LEGENDA A DEMOLIR/REMOVER*

Four facades and five sections were designed for this project, every drawing containg both “before” and “after” versions.

1

2

3

4

FONTAL ELEVATION maintenance windows | 1 original decorative elements | 2 concrete slab | 3 external mortar restoration | 4

Build Restore 0m

24

1,5

3

DEMOLIÇÕES E REMOÇÕES CORTE B

1,3

0 1,3

0 1,3

0

1,3

0 1,3

0

SECTION AA Restore / Conserve Build 0m

25

1,5

3

DEMOLIÇÕES E REMOÇÕES CORTE A

Detail 01

21,6

CONSTRUÇÕES E REINSTALAÇÕES ELEVAÇÃO 03 1/75

1

2

3

4 Door to be moved

SECTION BB half truss | 1 Truss bracing | 2 wooden structure for water tank | 3 beam and slab | 4

DEMOLIÇÕES E REMOÇÕES CORTE B

Restore / Conserve

1,3

0 1,3

0

Build

1,3

0

0m

1,5

3

1,3

0 1,3

0

26

Detail 01

DETAIL 02 DETAIL 02 1,3

0

steel screw steel screw 1,93

1,93

1,63

1,63

2,27

2,27

1,3 folded 0

1

reinforcement reinforcement 12x5cm 12x reinforcement reinforcement 10x2,5cm10x2,5cm

,3steel 0 steel folded plate plate

1,3

0

TESOURAS TESOURAS PRINCIPAIS PRINCIPAIS 1, 3 E 4: SITUAÇÃO 1, 3 E 4: SITUAÇÃO FINAL FINAL ELEVAÇÃO ELEVAÇÃO FRONTALFRONTAL

1,3

0

1,3

0

1,3

0

1,3

0

1,3

0

DETAIL 02

1,3

0

steel screw 1,93

1,63

TESOURAS TESOURAS PRINCIPAIS PRINCIPAIS 1, 3 E 4: SITUAÇÃO 1, 3 E 4: SITUAÇÃO FINAL FINAL ELEVAÇÃO ELEVAÇÃO FRONTALFRONTAL

2,27

DETAIL 02 folded steel plate

truss reinforcement truss reinfo reinforcement 12x5cm reinforcement 10x2,5cm

steel screw

1,93 1,63 TESOURAS PRINCIPAIS 1, 3 E 4: SITUAÇÃO FINAL ELEVAÇÃO FRONTAL

2,27

folded steel plate

reinforcement 12x5cm reinforcement 10x2,5cm

Main truss frontal view

TESOURAS PRINCIPAIS 1, 3 E 4: SITUAÇÃO FINAL ELEVAÇÃO FRONTAL

truss reinforcement 10x2,5CM

Main truss plan TESOURAS PRINCIPAIS 1, 3 E 4: SITUAÇÃO FINAL ELEVAÇÃO FRONTAL

truss reinforcement 10x2,5CM

TESOURAS PRINCIPAIS 1, 3 E 4: SITUAÇÃO FINAL ELEVAÇÃO FRONTAL

new half truss new half truss main truss main truss

TRUSS

new half truss main truss

Restore Build

27

new half truss

folded steel folded platesteel reiforcement plate reiforcement

folded steel platesteel reiforcement folded plate reiforcement

main truss

Detail 02 | Frontal view

AMPLIAÇÃO AMPLIAÇÃO 14: REFORÇO 14: REFORÇO METÁLICO METÁLICO VISTA FRONTAL VISTA FRONTAL 1/5 1/5 folded steel plate reiforcement

Detail 02 | Section

DET. 01: DET. REFORÇO 01: REFORÇO METÁLICO METÁLICO CORTE TRANSVERSAL CORTE TRANSVERSAL 1/5 1/5 folded steel plate reiforcement

DE|TAIL 01 | EXISTING ROOF EAVE

Demolish Restore 0 cm

28

10

20

The primary goal was to renovate the house respecting its historical values, as the heritage charts recommend: an “invisible intervention”. From the outside, the intervention cannot be perceived, preserving the original reading of the house; from the inside, the new concrete structure will be subtly exposed.

1

2

5

6

DETAIL 01 | ROOF EAVE PROJECT roof tile | 1 batten | 2 purlin | 3 wooden support | 4 waterproof underlay | 5 rafter | 6 concrete screw | 7 wood board | 8 clay brick | 9 batten | 10 concrete board facia | 11 pre-slab | 12 exposed reinforced concrete beam | 13 aluminium “u” profile | 14 steel bar | 15 mortar | 16 screw | 17 wooden board | 18

Build

29

10

17 4

12 13

14 15 16

Restore

0 cm

3

20

7

8

9

10

11

18

1

2 Ø 8mm

2N2 Ø 6,3mm C=4,45m

10 16

CINTAS E VIGAS PERIMETRAIS 19X22 → ALINHADAS COM PAREDE INTERNA CONFORME DET. 10

30 N3 Ø 6,3mm C=68

27 N3 Ø 6,3mm C=62 2N2 Ø 6,3mm C=3,94m

2N1 Ø 8mm C=4,55m 2N1 Ø 8mm C=4,04m

V2 16/22 cm V5 16/22

2 Ø 6,3mm 2 Ø 8mm

2 Ø 8mm 16

10

29 Ø 6,3mm c/14cm

V3 19/22 2 Ø 6,3mm

2 Ø 6,3mm 2 Ø 8mm

2 Ø 8mm

10 16

2 Ø 6,3mm

V2 16/22

22 Ø 6,3mm c/14cm

22 N3 Ø 6,3mm C=62 2N2 Ø 6,3mm C=3,34m

L01

2N2 Ø 6,3mm C=4,29m

L02

2N1 Ø 8mm C=3,44m

29 N3 Ø 6,3mm C=62

L03

L04

L05

VIGAS 1 A 5: ARMAÇÃO PLANTA, CORTE E SEÇÃO 1/25

V3 19/22 cm

2 Ø 6,3mm

2 Ø 6,3mm

L07

2 Ø 8mm 2 Ø 8mm

CINTAS E VIGAS PERIMETRAIS 19X22 → ALINHADAS COM PAREDE INTERNA CONFORME DET. 10 30

24 Ø 6,3mm c/14cm

30

22 N2 Ø6,3 c/15 C=86

L06

2N2 Ø 6,3mm C=3,67m

12

L03 49,5

L04

EPS

L09

QUANTIFICAÇÃO DE ARMADURA TABELA 03

370

V1 19/22

detailing of the reinforced beams V2 and V3

54 N1 Ø6,3 c/15 C=86

L05

L12

V5 16/22

PRE-SLAB 22 N2 Ø6,3 c/15 C=86

L10

178,5

12

49,5

CINTAS E VIGAS PERIMETRAIS 19X22 → ALINHADAS COM PAREDE INTERNA CONFORME V4 16/22 DET. 10

26

L08 18

STRUCTURALLEGENDA PROJECT

L09 84 120

18

L13

CINTA

54 N1 Ø6,3 c/15 C=86

reinforced concrete beam

L12 V3 19/22 ESTRUTURA DE MADEIRA PARA CX. DÁGUA 35 N3 Ø6,3 c/15 C=86 CORTE E 1/25

L11

0

L03

L02

L04 ESTRUTURA: LAJES TRELIÇADAS COM EPS PLANTA NÍVEL COBERTURA

30 2 Ø 6,3mm 2 Ø 8mm

22 N2 Ø6,3 c/15 C=86

L05 LEGENDA 5 16/22

V2 16/22

slab direction

CINTAS E VIGAS PERIMETR 19X22 → ALINHADAS COM P INTERNA CONFORME DET

VIGA

simple beam (supported on the wall)

L01

35 N3 Ø6,3 c/15 C=86

L11 42 42 178,5

L07

6

L08

V4 16/22

2N1 Ø 8mm C=3,77m

L02

30

16

13 24 N3 Ø 6,3mm C=68

V3 19/22

V5 16/22

30

2N1 Ø 8mm C=4,39m

ARMADURA NEGATIVA

L11 SENTIDO DE ARMAÇÃO DA LAJE

2,60

2,60

2,60

Considered a small project, it would not be feasible to hire complementary projects. Therefore, it was necessary to develop a basic design of each discipline: electric, hydraulics, network,4,00lighting and surveillance.

4,00

4,00 4,20

2,60 3,14

3,14

4,00

Steel cable stretcher

Steel cable stretcher

3,14

hook

hook

Steel cable stretcher

4,00

Dimmable pendant lamp External WIFI

Steel cable stretcher

hook

3,14

ESTICADOR

Dimmable pendant lamp for multipurpose rooms

POSITIVAS - DETALHES

GRAMPOS RUIR E A MANTER INSTALATIONS PROJECTS LEGENDA CABO DE AÇO

Eletric conduit 1”

electrical steel conduit 50mm Steel cable stretcher

Eletric conduit 2”

09-05-42 CAIXA DE PASSAGEM 40X40X15 CM

TV conduit

P2-EMIA-2016-15 LUMINARIA EMERGENCIA

EXPOSITIVAS - DETALHES surveillance conduit

T5

T5

External WIFI

electrical steel conduit 25mm

LEGENDA

hook

LAN conduit

LAN conduit

water pipes

Water pipes

ESTICADOR

LUMINÁRIAS EXPOSITIVAS - DETALHES

spotlight

LAN conduit

electrical switch

Water pipes

emergency light

09-09-22 LUMINARIA TIPO DROPS

P2-EMIA-2016-16 LUMINARIA BLINDADA 100W

External WIFI

VISTAS

09-05-42 CAIXA DE PASSAGEM 40X40X15 CM

1/10

GRAMPOS

ESTICADOR

TV conduit

31

CABO DE AÇO

P2-EMIA-2016-16 LUMINARIA BLINDADA 100W

Eletric conduit 1” connection junction box/ vertical Eletric conduit 2” ceiling lamps

GRAMPO

P2-EMIA-2016-15 LUMINARIA EMERGENCIA

CABO DE AÇO

P2-EMIA-2016-16 LUMINARIA BLINDADA 100W GRAMPOS CABO DE AÇO

TESOURAS: A CONSTRUIR E A MANTER LEGENDA LUMINÁRIAS EXPOSITIVAS - DETALHES PLANTA NÍVEL COBERTURA 1/75

VISTAS 1/10

Eletric conduit 1” Eletric conduit 2”

09-05-42 CAIXA DE PASSAGEM 40X40X15 CM

Layer of jute fiber and gypsum for floor protection

Precise and careful demolition of four rows of bricks

Removal of PVC ceiling

Precise and careful demolition of four rows of bricks

Front porch

Construction site fence

CONSTRUCTION WORK

SEPTEMBER 2017

32

33

COMPANY HEADQUARTERS

MELHORAMENTOS São Paulo, 2017

what | professional collaborative restoration project and concept consulting professional assignments Technical and conceptual coordination of the restoration project Facades drawing Retrofit consulting and legal approval (with arq. Ana M. Ditolvo) Construction inspection and technical tests for mortar composition, wall finish texture and painting about |Located in Lapa, a former industrial district of São Paulo, the old paper mill Melhoramentos is one of the buildings that represent the dynamic cultural and economic formation of the city in which thousands of immigrants from all over the world arrived at the beginning of the 20th century to participate in our “Industrial Revolution.”

In this building, listed in 2009 along with other factories, was the former headquarters of Improvements. Today Lapa has become a residential neighborhood, and the old factory plant will give rise to new apartment buildings.

With a project of the architect Guilherme Torres, the Melhoramentos headquarters is being converted into a mixed commercial building. This retrofit project was recently awarded in the “A ‘Design Award & Competition 2017-2018” in the category “ Cultural Heritage and Culture Industry Design Award.”

34

Datasheet Site area | 1.739,00 m² Restoration project area | 2.011,00 m² Phase | construction work

35

PATIO DESCOBERTO

In this project, a total of 32 A1 size sheets were produced. This sheet contains one of the mandatory items according to the international methodology of restoration: comparative drawings of how the building is today and how it will be after construction.

01

B

B

A1

A2

02

RUA ESPÁRTACO

A2

A1

RUA TITO

RUA INTERNA

PLANTA LOCAÇÃO SEM ESCALA

Tito st.

LEGENDA PATIO DESCOBERTO

A2

A1

04

A CONSTRUIR

A1

A2

02

RUA ESPÁRTACO

TO DEMOLISH, TO BUILD AND TO CONSERVE FIRST FLOOR SAMPLE

B

PÁTIO DESCOBERTO

A DEMOLIR/REMOVER

01

RUA TITO

B

RUA INTERNA

PLANTA LOCAÇÃO SEM ESCALA

A RESTAURAR

LEGENDA

A DEMOLIR/REMOVER*

A CONSTRUIR

To conserve

A RESTAURAR

LEVANTAMENTO ARQUITETÔNICO TÉRREO

LEVANTAMENTO ARQUITETÔNICO 1º PAVIMENTO

PATIO DESCOBERTO

PROJETO DE RESTAURO E INTERVENÇÃO ANTIGA FÁBRICA COMPANHIA MELHORAMENTOS DE SÃO PAULO

22/32

ASSUNTO

DEMOLIR, CONSTRUIR E RESTAURAR PLANTAS

to demolish

PROPRIETÁRIO

Espártaco st.

ENDEREÇO

R. TITO, 479 - VL. ROMANA SÃO PAULO - SP - 05051-000

CONTRIBUINTE

1º PAVIMENTO

LEVANTAMENTO ARQUITETÔNICO 2º PAVIMENTO

ESCALA

MAIO/2017

PROPRIETÁRIO

CIA. MELHORAMENTOS DE SÃO PAULO CNPJ: 60.730.348/0001-66

SERGIO SESIKI | DIRETOR SUPERINTENDENTE

RUA VESPASIANO

ÁREA CONSTRUIDA GALPÃO RUA INTERNA DESCOBERTA

36

RES. CONPRESP 05/2009

DECLARO QUE A APROVAÇÃO DO PROJETO NÃO IMPLICA NO RECONHECIMENTO POR PARTE DA PREFEITURA DO DIREITO DE PROPRIEDADE DO TERRENO.

RUA TITO

to build

TOMBAMENTO

1/200

023.074.0001-1

SITUAÇÃO SEM ESCALA

RUA ESPÁRTACO

LEVANTAMENTO ARQUITETÔNICO

COMPANHIA MELHORAMENTOS DE SÃO PAULO

CPF 942.329.118-04 | RG 6.161.788-X

RUA CAMILO

AUTORIA DO PROJETO DE RESTAURO E INTERVENÇÃO

ANA MARTA DITOLVO

QUADRO DE ÁREAS ÁREA DE PROJEÇÃO (S/BEIRAL) ÁREA DE FACHADAS: ÁREA CONSTRUÍDA EXISTENTE:

1739,46 m² 2562,00m² 6755,06 m²

ARQUITETA CAU A32223-5

AUTORIA DO PROJETO DE INTERVENÇÃO

STUDIO GUILHERME TORRES GUILHERME TORRES VON GOEDERT ARQUITETO CAU A112903-1

LEVANTAMENTO ARQUITETÔNICO 3º PAVIMENTO

PROJETO DE RESTAURO E INTER

ANTIGA FÁBRICA COMPANHIA MELHORAMENTOS DE SÃ

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02

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PATOLOGIAS DAS FACHADAS IDENTIFICATION OF MATERIALSOF MATERIALS FACADE DAMAGES IDENTIFICATION WINDOW DAMAGE TYPES IDENTIFICATION OF MATERIALS

TION OF MATERIALS

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DOORS AND WINDOWS DAMAGES WINDOW DAMAGE TYPES WINDOW DAMAGE TYPES

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03

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02

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02

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01

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A

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ARGAMASSA (DESEMPOLADA) TRINCAS E RACHADURAS A FERRUGEM cracks andPINTADA fissures textured lime TEXTURISADA mortarTEXTURISADA A FERRUGEM advanced rust ARGAMASSA (DESEMPOLADA) PINTADA missing granite tiles rough red granite PEÇAS FALTANTES B PARTE FALTANTE missing parts GRANITO BRUTO REGULAR JUNTA DE ASSENTAMENTO e=15mm PARTE FALTANTE B PARTE GRANITO BRUTO REGULAR JUNTA DE ASSENTAMENTO e=15mm FALTANTE C tagging graffiti polished granite OLIDO DESCARACTERIZAÇÃO /red AR-CONDICIONADO air-conditioning mischaracterization C DESCARACTERIZAÇÃO GRANITO POLIDO / AR-CONDICIONA PIXAÇÃO C DESCARACTERIZAÇÃO GRANITO POLIDO / AR-CONDICIONADO A LISA D DESGASTE AVANÇADO ARGAMASSA natural granite aging smooth lime mortar advanced aging damages DESGASTE NATURAL DO GRANITO D DESGASTE ARGAMASSA LISA LISA D DESGASTE AVANÇADO AVANÇADO A MISSING air-conditioning holes (AR CONDICIONADO) missing A MISSING INTERVENÇÕES A MISSING B NON ORIGINAL vegetation nonFACHADAS original B ORIGINAL VEGETAÇÃO PATOLOGIAS DAS FACHADAS PATOLOGIAS DAS NON ORIGINAL B NON IDENTIFICATION IDENTIFICATION OF MATERIAL ENTIFICATION OF MATERIALS OF MATERIALS C RUSTY detachment of the lime mortar rusty WINDOW DAMAGE TYPES WINDOW DAMAGE TYPES DESPRENDIMENTO DA ARGAMASSA C RUSTY C RUSTY AND DAMAGE MAPPING D BROKEN granite erroneous interventions broken RGAMASSA TEXTURISADA (DESEMPOLADA) ARGAMASSA PINTADA TEXTURISADA (DESEMPOLADA) PINTADA D A FERRUGEM A BROKEN TRINCAS E RACHADURAS TRINCAS E RACHADURAS FERRUGEM OBTURAÇÕES ERRÔNEAS D FERRUGEM BROKEN FERRUGEM TE PARTE FALTANTE A MISSING B PARTE B PARTE FALTANTE missing PEÇAS FALTANTES PEÇAS FALTANTES RANITO BRUTO REGULAR JUNTA DE GRANITO ASSENTAMENTO BRUTO REGULAR e=15mm JUNTA DE ASSENTAMENTO e=15mm PARTE FALTANTE A FALTANTE MISSING A MISSING 0m 1 5 ZAÇÃO POLIDO / AR-CONDICIONADO DESCARACTERIZAÇÃO / AR-CONDICIONADO C DESCARACTERIZAÇÃO C DESCARACTERIZAÇÃO DESCARACTERIZAÇÃO / AR-CONDICIONADO RANITO GRANITO POLIDO / AR-CONDICIONADO / AR-CONDICIONADO B QUEBRADO broken/cracked PIXAÇÃO PIXAÇÃO B QUEBRADO / TRINCADO / TRINCADO B QUEBRADO / TRINCADO NÇADO DESGASTE AVANÇADO DESGASTE AVANÇADO RGAMASSA LISA ARGAMASSA LISA D D DESGASTE NATURAL DO GRANITO DESGASTE NATURAL DO GRANITO DESGASTE AVANÇADO DESGASTE AVANÇADO C SUJIDADE EXCESSIVA deepEXCESSIVA dirtiness / paint stains C SUJIDADE EXCESSIVA C SUJIDADE MISSING MISSING A MISSING A MISSING INTERVENÇÕES (AR CONDICIONADO) INTERVENÇÕES (AR CONDICIONADO) D VIDRO DIFERENTE DO ORIGINAL non-original glass D VIDRO DIFERENTE DO ORIGINAL D 37 VIDRO DIFERENTE DO ORIGINAL NON ORIGINAL NON ORIGINAL B NON ORIGINAL B NON ORIGINAL VEGETAÇÃO VEGETAÇÃO RUSTY RUSTY C RUSTY C RUSTY DESPRENDIMENTO DA ARGAMASSA DESPRENDIMENTO DA ARGAMASSA BROKEN BROKEN

The proper process of identifying the materials and their damages are used to define the most appropriate restoration techniques, as well as a good work budget.

RUTO REGULAR JUNTA DE ASSENTAMENTO e=15mm

FRAMES

HANDLES

04

FERRUGEM

HANDLES

03

GLASSES

02

FRAMES

01

D

BROKEN

D

BROKEN

Partial Demolition of the eave As it is a listed building, any intervention on it must be approved by CONPRESP (Municipal Council for the Preservation of Historical Heritage). The consultancy served to guide the architect responsible for the retrofit concerning the concepts of restoration, which ended up adjusting his initial ideas and, therefore, obtaining the necessary legal approval for the construction.

FACHADA 04 - TELA PROJETO

Perforated

For example, the intervention concept of Metal Sheet the architect Guilherme Torres intended the installation of a perforated metal sheet on two entire facades, and for that, it would be necessary to demolish part of the existing eaves. In addition, because the original windows did not meet current thermal insulation needs, the architect proposed the complete demolition of the exterior walls to install new horizontal windows.

new horizontal windows

1

In the project meetings we suggested: maintenance of original rain pipes; the maintenance of the original window frames changing only the window by another of contemporary design; that the perforated screen design must come from the building’s architecture and not ignore it; the size of the holes should allow a subtle reading of the original design of the façade; among others.

As the concepts of reversibility, distinguishing and ambiance was respected, the project was approved by Conpresp and is now under construction.

Original rain FACHADA 04 - TELA

iron pipes

PROJETO

differentiation between original and new granite tiles

CONCEPTUAL CONSULTING PROCESS proposal befor consulting | 1 definitive project after consulting | 2

38

2 FACHADA 04 - TELA

3

2

not approved

not approved

not approved

approved

approved

More than twenty tests were performed until we got a satisfactory recipe and technique.

3 A

LIME MORTAR TEXTURE TESTS AND FACADE RESTORATION controlled mortar preparation| 1 documented test samples | 2 example of damaged area restored | 3

39

B

A) Original mortar with textured finishing B) New lime textured mortar

3 G A

A

F B

D

E

C

1 tests were performed on the internal facades.

The main facades - facing the streets - were only restored after the completion of the tests.

A) Facade as it currently stands B) Original mortar with textured finishing C) Discarded anterior color test D) Original mortar with new paint E) Texture test with new paint F) First coat of new painting G) Second coat of new painting

4 PAINTING TESTS

2 test area | 1 summary sequence of stages of painting | 2 overwall view of painting tests | 3 original and new colors comparison | 4

40

1a paint layers removal

1b original finish revealed

1c plastering

1d lime textured mortar

1e paint delimitation

1f first coat of painting

Demarcation of the area to be removed

Removal with saw

Removal of damaged area with chisel

Application of lime mortar

RESTORATION PROCEDURE

41

PUBLIC COMPETITION

MONÇÕES MUSEUM Porto Feliz, 2012

what | professional collaborative competition - 3rd place assignments Landscape design: NADA (Vinicius L. Greter and Gabriel Kieling) + Gabriella Ornaghi Landscape Studio Architectural Heritage intervention: NADA (Vinicius L. Greter and Gabriel Kieling) + C.O. (Ana Marta Ditolvo and Marina Zocca) Structure: Fernanda Rós; Restoration consulting: Kátia Magri Renders and illustrations: NADA (Vinicius L. Greter and Gabriel Kieling) about | The Monsões were river expeditions departing from the city of Porto Feliz (Happy Harbor) carrying supplies, weapons, and tools to supply mining settlements in the interior of the continent, contributing to the formation of the Brazilian territory. In this rammed earth building constructed in 1850 by the Empire, the State Government intends to create a museum to tell this story also could functioning as a catalyst for the renovation of the historic center.

From the main foundations of Cesare Brandi’s Theory of Critical Restoration, i.e., distinguishability, reversibility, minimal intervention and compatibility of materials, it was decided to preserve this house of the seventeenth century as it stands today, respecting its historical evolution.

Despite some changes in the facade, its spatial configuration and construction techniques are rare records of that era.

42

datasheet Site area | 2.211,00 m² Project area | 2.617,00 m² Phase | concept design

LEGENDA

DEMOLIÇÃO PARCIAL PROPOSTA DEMOLIÇÕES PROPOSTAS The traditional view to the church clock was interrupted by the illegal enlargement of the property next to the Museum.

ABERTURA DE VÃO ABERTURA DE JANELA

the house today

ESQUEMA INTERVENÇÃO ESC 1:500

Pri val vis que pra esp

Ap dire de da na des do que

The building in the XIX century Source: Porto Feliz Municipal Library

source: google

Com 8m par ind com prin por vis

GRUPO ESCOLAR | REGISTRO ICONOGRÁFICO

URBAN AND HISTORICAL ANALYSIS

EDITAL PROAC n° 23/2012 | MÓDULO 3

Par SOBRADO CORONEL ESMÉDIO - PROPOSTA MUSEU DAS MONÇÕES

43

the building in 2010: its backyard used as deposit

GRUPO ESCOLAR | REGISTRO ICONOGRÁFICO

the building in 2010

MUSEU DAS MONÇÕES

esp do inte mon ele sig

LEGEN

CONNECTIONS

CONNECTIONS

ESQUE HOUSE: MINIMAL INTERVANTION

GENERAL INTERVENTION PLAN Demolish Restore 0m 2

44

10

BACKYARD: INNOVATIVE INTERVENTION

+5.40 - PLANTA 1° PAV ESC 1:250

3

4

i=8,33%

-0.65

5

-2.96

-7.50

i=8,33%

-3.90

-3.90

i=8,33%

1

i=8,33%

i=8,33%

4,55

3

R. AR CÍLIO BORG ES

PARACICLOS SANITÁRIOS CAFÉ CAFÉ PRAÇA DAS MONÇÕES ESPELHO D'ÁGUA MONUMENTO AOS MONÇOEIROS

A

2

5,03

1 6 PLATAFORMA

CORTE BB ESC 1:250

-3.90 - PLANTA PRAÇA CAFÉ ESC 1:250

PUBLIC SQUARE bathroom | 1

3

coffee/bar | 2 Monções square | 3

A DE RESTAURO E INTERVENÇÃO water mirror | 4

memorial aqueduct | 5 bycicle parking | 6 0m

45

3

6

RESPONSÁVEL TÉCNICO | 82 FOLHA

10

ANA MARTA ALEXANDRE DITOLVO

On the other hand, adopting other documents, like The Declaration of Amsterdam of 1975, in the outside area a total redesign was proposed, qualifying the lot for an urban passage. A monument has been added to represent the Monsoons: from a water mirror of calm and crystalline water that represents the city of Porto Feliz, the water runs through a kind of aqueduct for which it gains speed with a certain notion of danger and adventure.

14 2 4

3

13

4

-0.69

5 1

GROUND PLAN reception | 1

8

elevator | 2 store | 3

7

9

bathrooms | 4 cleaning material deposit | 5 library | 6 reading area | 7 head office | 8 meeting room | 9 administration | 10 warehouse/deposit | 11 kitchen | 12 water mirror | 13 memorial aqueduct | 14 terrace | 15 permanently open urban walkway | 16

0m

46

3

6

10

4

6

16

15 11

12

2 1 1 1

3

1

1

FIRST FLOOR exhibition | 1 elevator | 2 server | 3 videos | 4 oral memory collection room | 5 0m

47

3

6

4

5

1

demolition of the illegal enlargement

0m

5

10

LONGITUDINAL SECTION AND ITS AMPLIATION

0m

48

1

3

PERSPECTIVE

49

PERSPECTIVE

50

PERSPECTIVE

51

ENVIRONMENT MUSEUM

MUMA

Rio de Janeiro, 2010 what | collaborative competition with Ilan Szklo: drawings, architetonic concept and texts ; Rodrigo Gianoni: drawings, architetonic concept, 3D modeling and photoshop; Eduardo da Mata: facade development, 3D modeling and render personal assignments Structural and architetonic concept, drawings and photoshop about | The Museum of the Environment is housed in an old palace in the Botanical Garden of Rio de Janeiro. This old building no longer allows the installation of new expositive technologies, and then this contest was launched to predict its expansion.

Our design party tries to respect the historic buildings to the maximum while at the same time intending to enter this landscape with a high concentration of trees from the original Atlantic forest.

Behind the dense forest, the façade made of vivid ceramic panels in orange and yellow colors would be confused as flowers and fruits of the landscape itself; as the visitor approaches the building, it is revealed. In addition, ceramic panels help regulate the temperature in a place with high humidity and heat.

As in nature, we often do not understand how certain geological and plant formations are formed overcoming gravity and adverse situations. Therefore, structurally the building tries to offer some sense of surprise and inquiry to the visitor through two semiporch that lock in space allowing the ground floor to be free and has no pillars.

52

Datasheet Site area | 8.450,00 m² Existing constructed area | 2.288,00 m² Expansion area | 1.579,00 m² Phase | concept design

FRONTAL ELEVATION 0m

53

1

5

Desde o projeto dos edifícios até a solução paisagística desenvolvida queria-se passar a idéia de sobreposição. Considerando o tema do meio ambi2 ente e da sustentabilidade tentou-se amenizar o contraste que novos edifícios trariam a área de intervenção. Para tanto a principal ferramenta foi o projeto de paisagismo. Os caminhos que já existiam foram mantidos e valorizados por meio do novo piso projetado que se estende por toda a área de projeto. Ao mesmo tempo a nova e alterada paisagem fica visível sem se contrastar com o que já havia, pois encontra no piso um elemento de uni1 (bancos, bebedouro, iluminação, entre dade. Os equipamentos paisagisticos outros) surgem apartir de uma modulação rígida, mas que possibilita a sua fixação e formato.

MUSEU EXISTENTE

ÁREA DE RECREAÇÃO INFANTIL

5

Da mesma maneira desenvolveu-se a estrutura do edifico anexo para longas exposições e do auditório. Desenharam-se estruturas em balanço que se sobrepõem umas as outras reforçando mais uma vez o mesmo conceito. As 3 cores aplicadas aos painéis cerâmicos das fachadas foram escolhidas visando um diálogo com o edifício histórico após uma análise de sua situação atual. A fachada do edifício histórico é de grande importância para o Museu do Meio Ambiente e por isso escolheu-se valorizá-la de duas maneiras.

Reforçou-se sua simetria através do paisagismo e retiraram-se todas as vagas de estacionamento de sua frente realocado-as na lateral do terreno.

4

SITE PLAN | LANDSCAPE DESIGN Existing building 1: environmental museum | 1 Extension 1: environmental museum | 2 Garden | 3 Existing building 2: environmental museum | 4 Extension 2: auditorium | 5

PISO PRÉ-MOLDADO DE CONCRETO: tipologias e tonalidades

floor tiles modules | 6 Listed area (historical heritage: garden and buildings)

0m

54

10

6

30 VAGA DE ESTACIONAMENTO DEFICIENTES

Intermediario

claro

escuro

5

PERSPECTIVE Existing building 1: environmental museum | 1 Extension 1: environmental museum | 2 Garden | 3 Existing building 2: environmental museum | 4 Extension 2: auditorium | 5

55

4

3

2

1

B

-1

2

1 A

A

UNDERGROUND FLOOR PLAN Permanent exhibition | 1 Storage room | 2 B

0m

56

1,5

3

B

5

6

3 A

A

1

2

GROUND FLOOR PLAN coffee shop | 1 locker | 2 toilets | 3 reception / entrance | 4 exhibition area | 5 elevator | 6

0 57

0m

1

5

4

B

B

2

1

A

A

1

FIRST FLOOR PLAN exhibition area | 1 elevator | 2

0m

58

1

5

B

B

2

A

A

1

2

SECOND FLOOR PLAN exhibition area | 1 terrace | 2 elevator | 3 B

0m

59

1

5

SECTION AA 0m

60

1

5

SECTION BB 0m

61

1

5

EXTENSION 2: AUDITORIUM

62

UNDERGROUND, GROUND AND UPPER FLOORS

63

The absence of pillars on the ground floor is solved with a bracing system on the upper floors

EXTENSION 1 EXPLODED PERSPECTIVE

64

UBSOLO

CORTE AA CORTE AA

CORTE BB CORTE BB

CORTE BB

ESCALA 1:125

ESCALA 1:125

ESCALA 1:125

ESCALA 1:125

CO

ESCA

ESCALA 1:125

CORTE CORTE AA AA ESCALA 1:125 ESCALA 1:125

ÉRREO

A fachada e a estrutura propostas são extremamente unidas aos conceitos do projeto.

Por intermé A fachada e a estrutura propostas são extremamente unidas aos conceitos do projeto.

Por intermédio de elementos singulares que reforçam o caracter único dosedifícios, novos edifícios, porém pórticospórticos compõecompõe elementos singulares que reforçam o caracter único dos novos porém sem dess dedinamica forma dinamica as expectativas emde torno de um audio-visual; museu audio-visual; de painéis gram degram forma as expectativas em torno um museu atráves atráves de painéis terracott remetem ao contraste a natureza, optando tons quentes remetem ao contraste a natureza, optando por tonspor quentes e fortes.e fortes.

A fachada e a estrutura propostas são extremamente unidas aos concei pórticos compõe elementos singulares que reforçam o caracter único d gram de forma dinamica as expectativas em torno de um museu audioremetem ao contraste a natureza, optando por tons quentes e fortes.

EXTENSION 2 são extremamente A fachada A fachada e a estrutura e a estrutura propostas propostas são extremamente unidasunidas aos conceitos aos conceitos do projeto. do projeto.

Por intermédio Por intermédio de umadeestrutura uma estrutura de montagem de montagem rápidarápida e barata, e barata, de concreto de concreto armado, armado, os os pórticos pórticos compõe compõe elementos elementos singulares singulares que reforçam que reforçam o caracter o caracter único dos único novos dos novos edifícios, edifícios, porémporém sem desgastarem sem desgastarem a unidade a unidade visual do visual entorno. do entorno.

Os elementos Os elementos da fachada da fachada inte- inteEXPLODED PERSPECTIVE gram de gram forma de forma dinamica dinamica as expectativas as expectativas em torno em de torno umde museu um museu audio-visual; audio-visual; atrávesatráves de painéis de painéis terracota terracota dinâmicos, dinâmicos, que podem que podem ser deslocados ser deslocados conforme conforme a exposição. a exposição.

As cores As cores remetem remetem ao contraste ao contraste a natureza, a natureza, optando optando por tons porquentes tons quentes e fortes. e fortes.

65 UPERIOR E TERRAÇO E TERRAÇO