ARCHITECTURE PORTFOLIO Rodrigo Giorgi selected works
2 012 | 2 0 2 0
RODRIGO GIORGI
rodrigo@rodrigogiorgi.com +55 11 99657 7641 29/01/1989 - São Paulo, Brazil
EDUCATION Feb 2018 / Dec 2019
Master of Architecture (M.Sc - Stricto Sensu)
Sep 2017 / Mar 2019
Postgraduate
Aug 2016 / Jun 2017
Master of Architecture (M.Arch - 70 ects)
Feb 2015 / Dec 2015
Postgraduate
Aug 2007 / Dec 2012
Bachelor of Architecture
Jun 2012 / Jul 2012
Workshop
Thesis Statement: Multi-Storey Timber Buildings: Building Processes and Design Guidelines Universidade Presbiteriana Mackenzie - São Paulo, Brazil Timber Architecture: Design and Application Fundação Armando Alvares Penteado - São Paulo, Brazil Wood Technology Aalto University School of Art and Design - Helsinki, Finland Geography, Cities and Architecture in America Associação Escola da Cidade - São Paulo, Brazil Architecture and Urban Planning Universidade Presbiteriana Mackenzie - São Paulo, Brazil AA Visiting School Architectural Association School of Architecture - São Paulo, Brazil
EXPERIENCE Ago 2018 / Present
Self-Employed
Feb 2019 / Jul 2019
Universidade Presbiteriana Mackenzie
Feb 2018 / Jun 2018
FGMF
Ago 2014 / Jul 2016
Vigliecca & Associados
Out 2013 / Dec 2016
EA 407
Ago 2010 / Out 2013
RVA Arquitetura
Project Architect Development of small/medium-sized projects; Production working and structural drawings for timber construction companies. Assistent Professor Assistent professor of components and constructive systems technologies - 3rd year studio. Project Architect Development of working and infrastructure drawings for single-family homes and housing buildings. Project Architect Development of working and infrastructure drawings for housing buildings and for urbanization of risk areas. Founding Partner Design of commercial and residential projects, from the design concept to project management. Intern Architect - Project Manager Development and project management in the field of commercial architecture.
SKILLS AutoCAD | Revit | SketchUp | Rhino + Grasshopper | V-Ray | Photoshop | InDesign | Illustrator | Digital Fabrication.
LANGUAGES Portuguese English Spanish
Mother tongue. Speak fluently and read/write with high proficiency. Speak high proficiency and read/write with good competence.
CONTENT Sep 2018 / Mar 2019
Modular Wooden Building / Housing
04
Jan 2017 / Jun 2017
A • lava / Pavilion
12
Jan 2017 / May 2017
Conservation Centre Suomenlinna / Visitor Center
22
Jan 2012 / Dec 2012
Parque do Gato / Community Center
30
Aug 2015 / Jul 2016
SKR Mota Pais / Housing
40
Oct 2017 / Nov 2017
Amber Road Trekking Cabins / Shelter
46
Apr 2015 / Jun 2015
Pachacamac District / Urban Design
50
Jun 2012 / Jul 2012
Fiber / Instalation
54
Sep 2010
Urban Infrastructure / Drawing
58
São Paulo / Brazil
Helsinki / Finalnd
Suomenlinna / Finland
São Paulo / Brazil
São Paulo / Brazil
Amber Road Trekking Path / Latvia
Lima / Peru
São Paulo / Brazil
São Paulo / Brazil
MODULAR TIMBER BUILDING September / 2018 - March / 2019 Fundação Armando Alvares Penteado | São Paulo - Brazil
Due to the resistance and weight factors of the structural elements, modular timber buildings present as one of their characteristic lighter constructions, which together with the prefabrication, allow a faster and cleaner assembly process with great reduction of waste, thanks to ease of transporting the volumes and the possibility of having the most part of their production in factory conditions. In general, the modules are three-dimensional elements, characterized by having rectangular plants, and consisting of six contour surfaces. The transfer of vertical loads occurs through the longitudinal walls, as these are arranged in the smallest span of the module. Both the lower part and the top of the module support independent loads, and the loads that act on the floor plan transfer the efforts to the walls, while the ceiling supports only the load itself and serves mainly as a bracing element of the volume. The building’s characteristic is defined by its modules and how they are distributed. The location of the vertical circulation core and the distribution area for the units correspond to the arrangement organized by the combination of modules. The housing units are made up of a combination of different types of modules that are organized according to the typology of the project. The modules can have different compositions according to the morphology of the unit configuration. There are dry modules, which do not suffer from water interference, wet modules, which have water action occurring and mixed modules, which combine dry and wet areas in the same module.
4
Housing Typology 01 Composition: • 01 Mixed Module • 01 Dry Module • 01 Wet Module
Mixed Module
Housing Typology 02 Composition: • 02 Mixed Module • 01 Dry Module • 01 Wet Module
Dry Module
Housing Typology 03 Composition: • 02 Mixed Module • 01 Dry Module • 01 Wet Module
Wet Module
C
D
A
A
B
B
C
D Typical floor plan
5
núcleo de circulação vertical com três tipologias distribuídas em 6 unidades por pavimento
Corredor central com empena de núcleo de circulação vertical com três tipologias d
Elevação Frontal
Corte D - D
Escala 1:400
Elevação Frontal
Front facade
Escala 1:400
Escala 1:400
Corte D - D
Escala 1:400
Elevação Lateral
Elevação Fron
Escala 1:400
Elevação Lateral
Escala 1:400
Lateral facade
Escala 1:400
Elevação Fron Escala 1:400
eto Proposto - Elevações e Cortes
ntral com empena de núcleo de circulação vertical com três tipologias distribuídas em 6 unidades por pavimento
Corte D - D A
Escala 1:400 Corte A-
Section A-A
Escala 1:400
Escala 1:400
Escala 1:400
Escala 1:400
Corte B - B
Corte A - A
o Lateral 6
Corte B - B
Corte B - B
Escala 1:400
Elevação Frontal Escala 1:400
Section B-B
Corte C - C
Section C-C
Corte A - A
Escala 1:400
Escala 1:400
Escala 1:400
Escala 1:400
Corte C - C
Corte D - D
Escala 1:400
Corte A - A
Section D-D
Slab elements • CLT panels cutted according to module size • Insulation and finishing layers applied over CLT panels. Battens installed at the base for infrastructure pipes • Finished element
Wall elements • CLT panels cutted according to module openings • Insulation and finishing layers applied over CLT panels • Finished element
Module elements •All elements are connected for prefabrication of the module. Windows, doors are installed • Finished element with installation of fixed furniture • Module envelope for transport to construction site Pre-fabrication process
Roof slab (Cross Laminated Timber)
Non-supporting walls
Wall covering
Structural walls • Thickness and height according to norms and structural calculations • High load capacity Facade • Prefabricated and installed on site • Different materials can be applied Window
Infrastructure facilities
Door
Thermo-acoustic insulation
Floor structure Anatomy of a modular element
7
Horizontal connection for compressed tension
Horizontal connection for shear transfer
Vertical connection for load transfer
Tension rod to prevent loosening
Connection for fixing to concrete
Steel connections between modules
Roof • Made with prefabricated concrete slabs elements Elevator shaft and stairwell • Elements of the vertical circulation core made of concrete cast in place Internal lining elements in common areas • On-site completion after technical installations Dry modules • Prefabricated Central aisle • Cross Laminated Timber slabs, Glulam beams and columns assembled on site Infrastructure facilities and vertical shafts • Assembled on site Wet modules • Prefabricated Balcony • Prefabricated elements • Possible to install different types of balcony • Structure-independent guardrail and windows Facade • Prefabricated and installed on site • Different materials can be applied Additional elements • Finishing panels Ground floor / basements / concrete foundation • Commercial spaces / multipurpose spaces • Storage rooms / technical rooms • Cast on site Anatomy of the building
8
Intermediate floor - Load-bearing wall
waterproof and airtight tape separation strip for moisture and sound isolation
Module / External area
connecting screws
WALL - Composition • external cladding in treated wood [25mm] • support battens [32mm] • thermo / acoustic insulation in high density glass wool [150mm] • CLT panel [120mm]
mineral wool
• gypsum plasterboard for internal finishing [15mm]
ASSEMBLY PROCESS
FLOOR - Composition • flooring [15mm]
2
• concrete slab [40mm] • sound impact insulation [30mm] • CLT panel [140mm]
EPDM rubber sealant [soft]
• vetilation gap [135mm] + thermal insulation [50mm]
3 vibration isolation pad [12 mm]
• CLT panel [80mm] • gypsum plasterboard [15mm]
fire barrier
1
Intermediate floor - Partition wall mineral wool pre-fixed in the module [30mm]
Module / Module
separation strip for moisture and sound isolation
WALL - Composition • 2 gypsum plasterboards for internal finishing [15mm] • CLT panel [120mm] • thermo / acoustic insulation [60mm] • CLT panel [120mm] • 2 gypsum plasterboards for internal finishing [15mm]
FLOOR - Composition ASSEMBLY PROCESS
• internal lining (tile) • grout
4
3
• waterproofing mat • concrete slab [80mm] • CLT panel [140mm]
connecting screws
• vetilation gap [145mm] + thermal insulation [50mm]
vibration isolation pad [12 mm]
• CLT panel [80mm] • lowered lining for infrastructure passage
EPDM rubber sealant [soft]
2
1
9
Intermediate floor - Balcony independent of the building executed after the assembly of modules is completed
waterproof and airtight tape separation strip for moisture and sound isolation
metal railing
Module / Balcony
"L" steel plate
WALL - Composition
mineral wool
balcony
• external cladding in treated wood [25mm] • support battens [32mm]
vibration isolation pad [12 mm]
• thermo / acoustic insulation in high density glass wool [150mm]
EPDM rubber sealant [soft]
• CLT panel [120mm] • gypsum plasterboard for internal finishing [15mm]
ASSEMBLY PROCESS
FLOOR - Composition • decking [30mm]
2
• deck support structure [40mm] • waterproofing mat [30mm] • CLT panel [100mm]
3
• flame retardant paint • lowered plasterboard lining for infrastructure passage
fire barrier finish of the balcony in white cement board
1
Intermediate floor - Partition wall Module / Concrete wall - vertical circulation WALL - Composition • gypsum plasterboard for internal finishing [15mm] • CLT panel [120mm] • void [30mm] • reinforced concrete wall [200mm]
reinforced concrete
FLOOR - Composition • flooring [15mm] • concrete slab [40mm] ASSEMBLY PROCESS
• sound impact insulation [30mm] • CLT panel [140mm]
1
3
• vetilation gap [135mm] + thermal insulation [50mm] • CLT panel [80mm] • gypsum plasterboard [15mm]
steel support anchored in concrete
steel plate
2
10
Top floor - Partition wall plastic sealant
steel plate
Module / Module / Roof
Roof coverage area WALL - Composition • 2 gypsum plasterboards for internal finishing [15mm] • CLT panel [120mm] • thermo / acoustic insulation [60mm] • CLT panel [120mm] ASSEMBLY PROCESS
• 2 gypsum plasterboards for internal finishing [15mm]
4 Roof - Composition • waterproof bitumen • waterproof plywood sheet [18mm] • rock wool with ventilation channel [30mm]
mineral wool pre-fixed in the module [30mm]
• polyurethane insulating plate [120mm]
3
waterproof and airtight tape
• moisture barrier [120mm] • CLT panel [180mm]
EPDM rubber sealant [soft]
1
2
• gypsum plasterboard [15mm]
First floor - Load support wall with steel plate to prevent shear Module / External area
epoxy layer
WALL - Composition waterproof bitumen
• external cladding in treated wood [25mm] • support battens [32mm] • thermo / acoustic insulation in high density glass wool [150mm]
filling mold
• CLT panel [120mm] • gypsum plasterboard for internal finishing [15mm]
ventilation gap connecting screws
FLOOR - Composition • flooring [15mm] • concrete slab [40mm] ASSEMBLY PROCESS
metal drip edge
• sound impact insulation [30mm] • CLT panel [140mm] • ventilation gap [180mm] + thermal insulation [50mm]
"L" steel plate "L" steel plate fixed to concrete
reinforced concrete
• filling mold [0 <50mm]
3
4
• reinforced concrete slab
1 2
11
A • LAVA January - June / 2017 Helsinki - Finland Work produced in collaboration - Aalto University | Wood Program Role played in the project: Development of the architectural design approach; Development of working drawings; Building construction. Constructed by a team of 20 students from the Aalto University’s Wood Program, the pavilion provides a sheltered stage for Annantalo, an art center for young people and families in the center of Helsinki, Finland. The stage is build as a semi-permanent building and will accommodate various art events from the school during the summers for the next five years. The stage is based on a square shape plan to provide a flexible and democratic space suitable for many types of presentations. The flexibility of the space intends to be a tools for the teachers and students of the school in there creative process. The design provides a main stage for artists and a 60 people audience, with the possibility to extend the show outside and host a larger event. A variation of triangular shapes that determine the walls and openings of the stage also serve as structural elements of the project. The geometry of the roof follows the same principles, raising up to emphasize the location of the stage by means of a set of beams forming a parabolic structure. The walls and deck structures were prefabricated from solid spruce wood in the program’s workshop in Otaniemi and assembled on site. The glulam beams were factor y made and assembled on site in one day. Plywood sheets for the covering were CNC cut to adjust to the geometry and assembled on site the same day.
Stage during the night
12
Access study
Isometric site implantation
13
B
C
A
A
B
C
A•LAVA plan 1:100
0 Ground floor
14
5m
Mixed types of uses
Sections
15
16
Elevations
17
Roof detail
Construction sequence
18
Foundation detail
Construction process
19
20
21
CONSERVATION CENTRE SUOMENLINNA January - May / 2017 Suomenlinna - Finland
Suomenlinna (“Castle of Finland”) is a group of small islands located off the southern coast of Helsinki. As evidenced by its many names, the fortress has been ruled successively by Swedish, Russian and Finnish powers over the course of more than 250 years. Under Finnish rule, military importance of the fortress waned, but it was still used for anti-aircraft guns, ammunition storage, and as a base for the Finnish submarine fleet during the Winter War (1939-1940). Suomenlinna was added to UNESCO’s World Heritage List in 1991, and is considered one of the most popular tourist attractions in Finland. The project is to be situated in the existing milieu of Iso Mustasaari, in an active working area along the waterfront, where building and wooden boat construction have taken place for centuries. The design is an independent structure wooden building with a primarily use as a multipurpose space for carpentr y, painting and restoration work for the maintenance and repair of structures on the historic islands of Suomenlinna as well as storage of building material. However, it is also a place to provide a small showroom for visitors to view information about the buildings and the restoration work that goes on in the workshops. In order to maintain an existing language of the surrounding buildings, the project proposes to carry out an extension of an old facility that suffered damages during the period of wars. As if it were an extrusion of the existing building, the project maintains the same formal language of the buildings present in an area of historical significance through contemporary technologies and techniques of construction relate to and further to that history and those traditions.
External view
22
Site plan
1886-1946
1946-Present
Proposal
23
Floor plan
Section C-C
24
Section A-A
Section B-B
25
Wall Composition 1. Exterior cladding - 75/55 mm vertical larch - 65/30 mm horizontal larch strip - 25/50 mm black-painted battens 2. Interior components - 5 mm black windproof paper - 22 mm wood fiberboard - 200 mm thermal insulation - 200/150 mm support structure - 18 mm plywood - 5 mm vapour barrier 3. Interior cladding - 50/50 pine battens - 220/30 mm horizontal maple strips Roof Composition 1. Exterior cover - Galvanized metal gutter - Copper metal roof - 15 mm pressure treated plywood - 50x50 mm battens 2. Interior components - 5 mm black windproof paper - 22 mm wood fiberboard - 150 mm thermal insulation - 150/80 mm support structure - 5 mm vapour barrier - 22 mm plywood 3. Interior cladding - 50/50 horizontal pine battens - 50/50 vertical pine battens - 220/30 mm horizontal maple strips
North facade Wall Composition 4. Exterior cladding - 200/30 mm vertical larch strip - 25/50 horizontal black-painted battens - 25/50 vertical black-painted battens 2. Interior components - 5 mm black windproof paper - 21 mm wood fiberboard - 150 mm thermal insulation - 150/100 mm support structure - 18 mm plywood - 5 mm vapour barrier 3. Interior cladding - 50/50 pine battens - 22 mm birch plywood Roof Composition 1. Exterior cover - Galvanized metal gutter - Copper metal roof - 15 mm pressure treated plywood - 50x50 mm battens 2. Interior components - 5 mm black windproof paper - 22 mm wood fiberboard - 150 mm thermal insulation - 150/80 mm support structure - 5 mm vapour barrier - 22 mm plywood 3. Interior cladding - 50/50 horizontal pine battens - 22 mm birch plywood
West facade
26
Wall Composition 1. Exterior cladding - 75/55 mm vertical larch - 65/30 mm horizontal larch strip - 25/50 mm black-painted battens 2. Interior components - 5 mm black windproof paper - 22 mm wood fiberboard - 200 mm thermal insulation - 200/150 mm support structure - 18 mm plywood - 5 mm vapour barrier 3. Interior cladding - 50/50 pine battens - 220/30 mm horizontal maple strips Roof Composition 1. Exterior cover - Galvanized metal gutter - Copper metal roof - 15 mm pressure treated plywood - 50x50 mm battens 2. Interior components - 5 mm black windproof paper - 22 mm wood fiberboard - 150 mm thermal insulation - 150/80 mm support structure - 5 mm vapour barrier - 22 mm plywood 3. Interior cladding - 50/50 horizontal pine battens - 50/50 vertical pine battens - 220/30 mm horizontal maple strips
Workshop facade Wall Composition 1. Showroom cladding - 25/40 mm vertical alder strip - 15 mm plywood - 35/50 mm battens 2. Interior components - 18 mm plywood - 14 - mm wood fiberboard - 140/150 mm support structure - 18 mm plywood 3. Workshop cladding - 50/50 pine battens - 220/30 mm horizontal maple strips Roof Composition 1. Exterior cover - Galvanized metal gutter - Copper metal roof - 15 mm pressure treated plywood - 50x50 mm battens 2. Interior components - 5 mm black windproof paper - 22 mm wood fiberboard - 150 mm thermal insulation - 150/80 mm support structure - 5 mm vapour barrier - 22 mm plywood 3.1. Interior cladding workshop - 50/50 horizontal pine battens - 50/50 vertical pine battens - 220/30 mm horizontal maple strips
Exhibition room facade
3.2. Interior cladding showroom - 50/50 horizontal pine battens - 50/50 vertical pine battens - 25/40 mm vertical alder strip
27
North elevation
South elevation
East elevation
28
West elevation
Workshop view
Exhibition room view
29
PARQUE DO GATO January - December / 2012 São Paulo - Brazil
On the edges of the Bom Retiro district, in São Paulo, where the project site is located, is realized the presence of a large number of warehouses that ser ve a variety of activities - parking, storage of goods of the textile sector, small producers, samba schools, among others. Those typologies are consequences from the decentralization process of the city of São Paulo, which carry with them the lack of social interaction. The interior of the district is a consolidated location, with a historic importance for the city and urban development. The uses of the place are mixed, with ser vices, shops, housing and institutional buildings. However, the urban typology undergoes a huge transformation as the approximation of the edges of the district. The design intent surpasses the architectural object and approaches the requirements of the region to have a connecting element between the local population with the consolidated district. For this it proposes a community center where the program functions generate a local domain. It is intended in addition to the creation of the community center, the construction of social interaction elements, which can overcome the existing barriers between the borders. Thus, with the processing of transformation of the local uses by means of an urban social integration, it generates a collective development of the region.
Top view from the complex
30
AV
.P
RE
SID
EN
TE
CA
ST
EL
O
BR
AN
CO
RUA JARAGUÁ
i = 7%
i = 7%
AV
.P
i = 7%
RE
SID
EN
TE
i = 7%
BIBLIOTECA
CA
ST
EL
O
BR
AN
CO
RUA NEWTON PRADO
i = 7%
RUA MATARAZZO
1.20
S
ÁTRIO
0.50
i = 7%
EXPOSIÇÕES
i = 7%
i = 7%
1.20 POSTO DE SAÚDE
1.20
CAFÉ
ADM
i = 7%
ADM
RECEPÇÃO
i = 7%
COZINHA
DEPÓSITO
RUA BARRA DO TIBAJI
RUA ANTÔNIO HAJJAR
RUA CARMO ZACUR
RUA ADORAÇÃO
RUA IRRADIAÇÃO
0
5.00
10.00
20.00
50.00
Site plan
20.30 18.90
14.35
15.05
9.80
10.50
5.25
5.95
5.95
1.20 0.00
0.50
0.00
-2.70
0 1.00
5.00
10.00
20.00
Latitudinal section
31
0.00
A
B
AV
.P
RE
SI
BIBLIOTECA
DE
NT
E
CA
ST
D
EL
O
BR
AN
C
CO
S
RUA MATARAZZO
1.20
D
D
S
ÁTRIO
0.00
-2.20 0.50
-2.20
S
E
S
1.20
F
EXPOSIÇÕES
1.20 POSTO DE SAÚDE
1.20
CAFÉ
ADM
ADM
RECEPÇÃO
COZINHA
DEPÓSITO
S
D
0.00
0.00
S
S
G
D
1
2
3
4
5
6
7
8
9
RUA BARRA DO TIBAJI
0 1.00
5.00
10.00
20.00
Ground floor
18.90
14.35
9.80
5.25
0.00
0.50
-2.70
0 1.00
5.00
10.00
20.00
Longitudinal section
32
VAZIO
ADM
BRINQUEDOTECA
SALA DE MÚSICA
SALÃO DE JOGOS
ADM E CONTROLE
ASSEMBLÉIA
ÁTRIO
5.25
5.25
S
REUNIÃO
REUNIÃO
REUNIÃO
REUNIÃO
REUNIÃO
SALA TEÓRICA
SALA COMPUTAÇÃO
SALA COMPUTAÇÃO
SALA TÉCNICA
SALA TÉCNICA
SALA TÉCNICA
SALA TEÓRICA
SALA TEÓRICA
SALA TÉCNICA
VAZIO
SALA TEÓRICA
ESPAÇO DE CO-WORKING
IMPRESSÃO
9.80
9.80
S
VAZIO
SALA LÚDICA
SALA LÚDICA
SALA LÚDICA
SALA LÚDICA
SALAS DE ESTUDOS E CO-WORKING
VARANDA
14.35
14.35
VARANDA
S
10.00 5.00 1.00 0
10.00 5.00 1.00 0
10.00 5.00 1.00 0
First floor
Second floor
Third floor
33
SOLAR PANEL
SPACIAL STEEL STRUCTURE GREEN ROOF METAL ROOD TILTED FOR WATER CAPTURE i = 7%
CONCRETE SLAB
DRYWALL BEAD ACOUSTIC BOARD
HIGH PERFORMANCE GLASS
0
.10
.50
1.00
2.00
Roof detail
Interior view
34
9.80 CONCRETE SLAB 15CM BRISE JOINT METALIC BEAM PRINCIPAL BEAM H=70CM BIRCKWALL
LIGHT WOODEN BRISE - 4X200MM
PIVOTING WINDOW
HIGH PERFORMANCE GLASS
5.25
FLOOR COATING (PAVIFLEX) STEEL RAISED FLOOR CONCRETE PIECIE FOR BRISE JOINT SECUNDARY BEAM
METALIC BEAM 35X35 CM
DRYWALL BEAD
ACOUSTIC BOARD
0 .10
.50
1.00
2.00
Detailed section
Entrance view
35
Auditorium perspective section
CONVÍVIO
S
ADM
CONT
5.95
DEPÓSITO
S
ESTOQUE
BILHETERIA
S
i = 7.80%
CONTROLE
10.00 5.00 1.00 0
AUDITÓRIO / SALA MULTI USO 190 LUGARES
CAMARIM
5.95
FOYER
CAFÉ
PROD
i = 7.80%
S
CLAUSURA
ADM
8.50
CLAUSURA
DEPÓSITO
D
i = 7.80%
S
10.00 5.00 1.00 0
PROJEÇÃO E TRADUÇÃO APOIO
8.50
5.95
AUDITÓRIO / SALA MULTI USO 190 LUGARES
10.50
RESTAURANTE
36
i = 7.80%
Auditorium first floor
Auditorium second floor
19.40
15.05
15.05
10.50
8.50
5.95
1.20 0.00
0.00
-2.70
0 1.00
5.00
10.00
20.00
Auditorium section
Exterior view
37
38
39
SKR MOTA PAIS August / 2015 - July / 2016 São Paulo - Brazil Work produced in collaboration - Vigliecca & Associados Role played in the project: Development of working and infrastructure drawings; Detailing drawings; Material research; 3D model. Situated in Vila Ipojuca, a neighborhood in western portion of São Paulo, the lot where this building sits opens up onto two streets, featuring a 18-meter level difference between them. The access to the apartment building is located at the highest end, while the other access finds a store. The building is comprised of 59 units ranging from 60 to 147 square meters and penthouses that possess a townhouse configuration. The standard floor is composed of 10 units, organized into two wings, and a communal horizontal circulation that opens up onto the urban landscape, highlighting the isolated towers that contain the staircases and elevators.
Apartment building facede
40
Sketches by Hector Vigliecca
0
1.00
5.00
10.00
Ground floor
41
803,80
COBERTURA
801,30
BARRILETE
798,70
795,60
ÁTICO
7º PAVIMENTO
0
792,50
6º PAVIMENTO
789,40
5º PAVIMENTO
786,30
4º PAVIMENTO
783,20
3º PAVIMENTO
1.00
5.00
10.00
Standard floor plan
803,80
780,10
777,00
773,90
770,65
767,55
764,45
760,35
801,30
BARRILETE
798,70
ÁTICO
795,60
7º PAVIMENTO
792,50
6º PAVIMENTO
789,40
5º PAVIMENTO
786,30
4º PAVIMENTO
783,20
3º PAVIMENTO
780,10
2º PAVIMENTO
777,00
1º PAVIMENTO
2º PAVIMENTO
1º PAVIMENTO
TÉRREO
1º SUBSOLO
2º SUBSOLO
3º SUBSOLO
4º SUBSOLO
773,75
756,90
5º SUBSOLO
756,20
USO COMERCIAL
0
1.00
5.00
10.00
Store elevation
42
COBERTURA
TÉRREO
0
1.00
5.00
10.00
Apartment building elevation
PLANTA CHAVE
803,80
COBERTURA
COBERTURA
A
B
A
B
803,80 01
03
801,30
BARRILETE
BARRILETE
801,30
05
07
08
798,70
798,70
ÁTICO
ÁTICO
795,60
7º PAVIMENTO
7º PAVIMENTO
795,60
792,50
6º PAVIMENTO
6º PAVIMENTO
792,50 PO
789,40
5º PAVIMENTO
5º PAVIMENTO
789,40
786,30
4º PAVIMENTO
4º PAVIMENTO
786,30
783,20
3º PAVIMENTO
3º PAVIMENTO
783,20
780,10
2º PAVIMENTO
2º PAVIMENTO
780,10
777,00
1º PAVIMENTO
1º PAVIMENTO
777,00
773,90
TÉRREO
TÉRREO
773,75
770,65
1º SUBSOLO
1º SUBSOLO
770,65
767,55
2º SUBSOLO
2º SUBSOLO
767,55
764,45
3º SUBSOLO
3º SUBSOLO
764,45
760,35
4º SUBSOLO
756,20
USO COMERCIAL
0
1.00
5.00
10.00
Long section
Top view
Lateral view
43
Viga metálica W 410 x 38,8 Junta de dilatação
.20 .04
.24
.40 02
T
.150
T
CA 08
02
05
1.07
CIRC.
CA 21B
T
T
09
Viga metálica W 410 x 38,8
0,06 PA 0,00 PO
02
3.85
R
DORM. 2
.40 .12
.52
5.62
.52
.06
0,06 PA 0,00 PO
.40
GC
2.58 2.49
2.52
09
2.23
R
2.98
.110
3.10
PM 02
.06
02
T
Junta de dilatação
03
ARREMATE SUPERIOR
.050 .050
1.06
1.13
.40
.94
0,00 PA -0,06 PO
.06
.05
TERRAÇO
01
1.00
2.00
5.00
Contra Piso Impermeabilização Detailed penthouse section Laje Viga metálica W 410 x W 38,8 Viga metálica 410 x 38,8
FOLDING SYSTEM PANEL FOLDING SYSTEM PANEL
Junta de Junta dilatação de dilatação ARREMATE SUPERIOR ARREMATE SUPERIOR
MINIWAVE PANEL
Apartments view
.020
.010 .020
Guardrails detail
FINISH STRUCTURE 3cm x 10cm
FOLDING SYSTEM PANEL MINIWAVE PANEL WITH MINIWAVE INLAYER MINIWAVE PANEL
.110
FOLDING SYSTEM PANEL
1.34 .67
.67
MINIWAVE PANEL
.10
PAINEL SISTEMA FOLDING PAINEL SISTEMA FOLDING COM MINIWAVE INLAYER COM MINIWAVE INLAYER
.110
.150
Impermeabilização Impermeabilização Laje Laje
PAINEL MINIWAVE VERTICAL PAINEL MINIWAVE VERTICAL
.010
.150
PAINEL SISTEMA FOLDING COM MINIWAVE INLAYER
.265
Revestimento Revestimento Contra Piso Contra Piso
.115
.115
PAINEL MINIWAVE VERTICAL
.050 .050
.050 .050
.10
Soleira em pedraem 10pedra x 2cm10 x 2cm Soleira
.265
MINIWAVE PANEL MINIWAVE PANEL
.10
.67
FOLDING SYSTEM PANEL FOLDING SYSTEM PANEL WITH MINIWAVE INLAYER WITH MINIWAVE INLAYER
STRUCTURE 10cm x 3cm
STRUCTURE 10cmSTRUCTURE x 3cm 10cm x 3cm
FINISH
FINISH
FINISH
Window opening system detail
44
.265
Revestimento 0 .50
.115
.21
.06
LAVABO 0,05 PA 0,00 PO
GC
2.65
03
3.16
2.98
2.53
B
.06
.94
0,06 PA 0,00 PO
2.23
2.52
2.58 .06
SALA
1.11
1.13
2.50 0,00 PA -0,06 PO
.06
TERRAÇO
2.58
Soleira em pedra 10 x 2cm
.94
Laje
.52
.08
.32
.40 .12
.020
.115
Contra Piso Impermeabilização
09
LAJE IMPERMEABILIZADA
.265
Revestimento
P
SHED
.50
.050 .050
.010
Soleira em pedra 10 x 2cm
Night view
Hand model
45
AMBER ROAD TREKKING CABINS October - November / 2017 Amber Road Trekking Path - Latvia
As a proposal entr y for an international competition, the project was meant to be placed on the Amber Road trekking path which is situated along the Baltic sea coastline, crossing Latvia from Estonia to Lithuania. This scenario requires a shelter that could be adaptable for several types of sites. In order to this, the design approach seeks to cause the minimum impact of the environment keeping the spirit of the historical and modern Latvia. Traditionally, Latvia houses are made of wood with a very simple configuration. An entrance porch that connects directly to the shared area and cooking space, which are the core of the house. One iconic characteristic of those constructions are the gabled roofs that protect the interior spaces. The proposal tries to marge these two aspects in one, generating a unique structure that serves not only for shelter, but also to refer to the Latvia’s heritage. By using simple elements to generate a complex form, the cabin make itself a very unique component of the landscape. However, those simple elements are constantly present on the surrounding view, causing the sensation of being part of the environment. On the interior space the modularity of the design creates several frames to make the guests enjoy different views of the natural scenery. Each opening has a particular perspective of the space, making a unique experience of the atmosphere.
46
47
Cabin organization
Entrance porch
Circulation
Living space
Small kitchen
Dinning space
Sleeping space
Longitudinal section
48
Construction process
Interior view
49
PACHACAMAC DISTRICT April - June / 2015 Lima - Peru Work produced in collaboration - Associação Escola da Cidade Role played in the project: Development of the architectural design approach; Development of working drawings; Post production of images. The purpose of the group is based on two principles: To expand into the urban structure the park that surround the archaeological site of Pachacamac and ensure the implementation of housing, joining formal decisions of urban design with the informality of the existing constructions carried out by the residents. The goal, therefore, is to prevent the expansion of the city on the archaeological site, ensuring its integrity. Nowadays, the project area has informal constructions with limited access to urban infrastructure such as water, sewage, electricity, asphalt and recreation areas. The proposal is to make an new urban design the region, bringing squares and green areas that act as an extension of the park, encouraging the appropriation of green spaces as areas for meeting and leisure, which are important points for the appropriation of residents and thus avoid to be occupied for the construction of informal housing, and also provide a new reorganization of the urban plan drawings. For housing, the proposal is to offer residents an infrastructure blind wall, containing the basic elements of water, sewer, gas and energy. From this bind wall, residents have the flexibility to build different house types, commercial and mixed uses, forming a new design blocks which forecasts the development of uses over time and according to the needs of families.
Infrastructure blind walls
50
Evolution of urban planning organization
51
Implementation of blocks
52
Mixed types of uses
Urban master plan
Urban elevation
53
FIBER June - July / 2012 São Paulo - Brazil Work produced in collaboration - AA Visiting School Role played in the project: Development of the architectural design approach; Development of the shape and pattern; Material research; 3D model and rendering; Programming interactive lighting system. The intervention designed by the group was intended to be installed at the Teatro São Jorge. The place is a small space for intimate presentations that can exceed the physical space of the theater and include performances in the streets of the neighborhood. The project proposal was to create a place for small artistic performances, where pedestrians could watch and be attracted to enter the site and discover the theater. The project is running a small stage with enough space to house a DJ, solo music players or recitations of poems and monologues. The proposal would be a structure that harbors at the theater entrance, and is inviting for people transiting the sidewalk. To enhance this atmosphere, it is predicted an interactive system of lights that vary according to specific type of performance. The structure designed has the shape of an arch, and its surface is composed of a series of shapes with irregular patterns connected. It was desired that these patterns varied density throughout the surface, so that the number of points was larger at the ends, thus forming a more rigid structure on the basis that sustain the entire structure.
View from the street
54
Patterning studies
Shape drawings
55
Structure prodution
Interactive studies
56
View from inside
57
URBAN INFRASTRUCTURE September / 2011 São Paulo - Brazil
Under the buildings and streets of a modern city, there is a whole network of walls, poles, cables, pipes and galleries necessary to carry the needs of the inhabitants essences. As larger the city, greater the complexity of this network. The walls and the piles supporting the buildings, bridges and towers; cables, pipes and galleries carry vital elements such as water, gas and electricity; the underground is also crossed by larger galleries that connect more directly very congested places the surface; fast trains serve them to carry the people who live and work in the urban area. This fundamental network is rarely visible; it is therefore difficult to imagine the complexity of understanding its operation.
Gate valves
58
Subway station section
Subway tunnel section
59
60
Manhole
Storm drain
Gate valves
Buried tension cables
Urban infrastructure
61
Rodrigo de Souza Nazareth Giorgi Email Phone
62
rodrigo@rodrigogiorgi.com +55 11 99657 7641