Maxwell Djakasaputra _ Portfolio Projects from 2013 - 2016
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Table of Contents
Pg 05
Seaside Promenade Pavilion, 2013
Pg 29
LA CALA on 1st Street Bridge, 2016 ARCH 411 TING
MONEO_ASSEMBLY SEQUENCE/TOLERANCE
MAXWELL DJAKASAPUTRA & SAMANTHA LEE
ALABASTER GLAZING SINGLE PANE GLASS
STEEL MOMENT FRAME RESIST LATERAL FORCE
METAL MULLION PROVIDE RIGID SUPPORT
G
G
SHIMS BEARING CONNECTION FINISH FLOORING
E
E
RETAINING WALL MOAT A DEEP, DRY DITCH THAT ACTS AS A BUFFER ZONE
198 X BASE ISOLATORS YIELD FOR A MAXIMUM OF 27" SHIFT DURING A MAGNITUDE 8 EARTHQUAKE
FOUNDATION
Pg 11
Addition to Mar Vista Tract Home, 2014
Pg 39
Construction Documents + Analysis, 2016
REF MW DW REF MW DW
Pg 19
Housing in the Urban Core, 2015
Pg 45
Sao Paulo Mooca District Revitalization, 2016 3
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YR 1: Seaside Promenade Pavilion, 2013
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Project + Design Statement This First Year project is broken into three parts. The first design phase is to rigorously investigate alternate methods of using 3D line networks to develop formal systems that are structural, spatial, organizational and capable of variation. The second phase will use these models as the point of departure for the development of a proposal for an observation tower on a southwest facing shoreline in Southern CA. The goal of this exercise is to further develop formal systems from the first design phase in order to adapt and fulfill programmatic constraints, vertical movement and the sublimation of lines to solids. The third phase requires to re-use, expand and further develop this formal logic to establish a larger site strategy and spatial organization, as well as new trajectories of movement and programmatic relationships. The pavilion serves as a shading and framing device as the complex geometries and angles create different zones as people approach from different angles.
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0’-0”
-2’-0”
-6’- 0”
SITE PLAN AND PROGRAM DIAGRAM 1/4”=1’-0”
GEOMETRY SYSTEM DIAGRAM
PLAN @ 30’-0” 1/4”=1’-0”
SECTION B-B 1/2”=1’-0”
SECTION A-A 1/4”=1’-0”
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YR 2: Addition to Mar Vista Tract Home, 2014
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Project + Design Statement Gregory Ain’s Mar Vista Tract homes provide an opportunity for renovation and revitalization. Each studio section is assigned a street while each student is assigned an individual house. Using the transformed form from the graphic exercise, one is to create a 500 square foot addition to the original house. How one determines the engagement of the old and the new will arise from how one has conceptualized and analyzed his or her form in the graphic exercise. The role or program of the addition is to be addressed individually but must be fundamentally influenced by the form and systems that one is starting with and should engage a re-framing of what is needed to live in a house in 2014 rather then 1948. Inspired by Steven Holl’s Daeyang Gallery and House, the original home is given an underground gallery space where a reflecting pool sits on top of the gallery. This allows for light to be filtered into the space through the water and into each individual skylight. The integrity of the house is preserved from the street view while the back is transformed into an Arabian mote for entertaining with diamond mosaics paving the entire backyard. The client and their guests would experience reality (the original house), dream (the underground gallery), clarity (the reflecting pool), and reflection (the mote).
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CLAD GLASS BOX. at Beverly/Vermont Station. City of Los Angeles.
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REFLECTION
CLARITY
DREAM
REALITY
PLAN @ 4’
SOUTHWEST AXONOMETRIC VIEW
1/8”=1’
PLAN @ -4’
ROOF PLAN
1/8”=1’
1/8”=1’
SECTION A-A
“CLARITY” PERSPECTIVE VIEW
1/8”=1’
SECTION B-B
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“REFLECTION” PERSPECTIVE VIEW
1/8”=1’
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YR 3: Housing in the Urban Core, 2015
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Project + Design Statement Key to creating equitable urbanism is the need for regeneration strategies and projects that are well-linked through proximity, with improved accessibility to public programs, services and spaces and with opportunities for affordability of housing and localized superimposition of micro uses that can provide for mixed neighborhoods and optimized communities that are integral to the intensity of activities and opportunities of the reborn city core. Augmenting the existing urban make-up with development that can agitate and manifest the aforementioned urban objectives renews the faith that the city can again fulfill its role as the “social condenser.� Considering typical high density housing typologies create a lack of sense of a single family home, envisioned is a typology where individual units can be prefabricated and stacked on top of other units. This breaks away from the ideology that high density housing would entail owning a box within a larger box/form, and also emphasize the idea of having a personal entrance.
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DOCKS DOMBASLES BY HAMONIC+MASSON
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OLD CHINATOWN
PACIFIC ALLIANCE MEDICAL CENTER
CASTELAR ELEMENTARY SCHOOL AI HOA MARKET
CHINATOWN STATION BANK OF AMERICA
BIKE ROOM A
CITI BANK THIEN HAU TEMPLE RESTAURANTS AND SHOPPING BIKE ROOM B
STUDIO UNIT CONCEIRGE / MAIL & PACKAGES ROOM
STUDIO UNIT CAREER COUNSELING CENTER STUDIO UNIT
LEASING / ADMINISTRATIVE OFFICES
GARBAGE / RECYCLING CENTER
STUDIO UNIT
STUDIO UNIT
ACTIVITY ROOM
VEHICULAR ENTRY
GREEN HOUSE VEGETABLE GARDEN
STUDIO UNIT
OLVERA STREET OUR LADY QUEEN OF ANGELES-LA PLACITA EL PUEBLO DE LOS ANGELES HISTORICAL MONUMENT
UNION STATION
SITE PLAN 1/16” = 1’ - 0”
101 FREEWAY
URBAN CONTEXT PLAN VEHICULAR ACCESS PEDESTRIAN ACCESS
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SINGLE FAMILY HOME. ICONIC OF AMERICAN DREAM. AFFORDABILITY AND OWNERSHIP HAS DECREASED. RATE OF RENT HAS INCREASED DOUBLE DIGITS.
SMALL LOTS SUBDIVISIONS. ICONIC OF MOM & POP DEVELOPERS LACK OF ADAQUETE GREEN SPACE. ATTEMPT TO INCREASE AFFORDABLE HOUSING.
STUDIO UNIT 512 SQ. FT.
TYPE B UNIT
VERNACULAR FORM: PITCHED ROOF HOME MODULAR 16’ X 16’ CONSTRUCTION. SEMI CUSTOM - WET/DRY UNITS CONJOINED & STACKED.
MANUFACTURE: OFF SITE MANUFACTURING
TRANSPORT: 75-TON CAPACITY LUFFING JIB CRANE
INSTALL: SETTING PIN AND COLUMN SYSTEM
TYPE A UNIT
MULTI-UNIT HOUSING. TYPICAL DONUT TYPOLOGY. NO SENSE OF SINGLE FAMILY HOME. NO ENGAGEMENT OF PUBLIC SPACE.
TAPPERED PIN
ONE BEDROOM TYPE A & B UNITS 768 SQ. FT.
FLOATING PIN
DIAMOND PIN
UNIT A
FLOATING PIN
SETTING PIN TYPES, UNDERSIDE OF MODULE
WOOD MOMENT FRAME CONSTRUCTION
TYPICAL CONNECTION POINTS CONNECTION POINT
12” X 12” X 3/4 STEEL PLATE 6” X 6” X 36” HSS
UNIT B
MULTI-UNIT HOUSING. VERNACULAR SINGLE FAMILY HOME. AFFORDABLE PREFABRICATED UNITS. ENGAGEMENT OF PUBLIC SPACE.
TWO BEDROOM UNIT 1,024 SQ. FT.
UNIT PLANS 3/32” = 1’- 0”
PERIMETER & PIER
PERIMETER FOUNDATION AT CORNER COLUMN
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CONCRETE PODIUM
SETTING PIN SECTION
LEVEL SIX PLAN 1/16” = 1ʼ - 0”
LEVEL FIVE PLAN 1/16” = 1ʼ - 0”
SECTION A-A 3/32” = 1’ - 0” LEVEL FOUR PLAN 1/16” = 1ʼ - 0”
LEVEL THREE PLAN 1/16” = 1ʼ - 0”
SECTION B-B 3/32” = 1’ - 0”
LEVEL TWO PLAN 1/16” = 1ʼ - 0”
PARKING PLAN 1ʼ-0”=3/32”
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THE SINGLE FAMILY HOME GOES URBAN
REIMAGINING DENSITY
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YR 3: LA CALA on 1st Street Bridge, 2016
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Project + Design Statement CALA - The Center for Architecture & Urban Design Los Angeles is envisioned to be the center for design professionals, civic leaders, and the general public interested in topics relating to the built environment. The American Institute of Architects Los Angeles Chapter and the Architecture + Design Museum would be relocated to be housed inside the CALA. Moreover, CALA’s proposed site of the First Street Bridge between the Arts District and Boyle Heights is to bring two completely different demographics together and unite them as a community. The integrative studio (ARCH 302b) curriculum aims to push sophistication and integration of various components of architecture that include site, program, form, structure, environmental systems, codes, materiality, etc to manifest a proposal for CALA. Through a semester of iterations for a design for the CALA, it was found most appropriate to design a portal, bar building that demarcated these two communities. By doing so, the site context is hardly disturbed with an foreign form, but a glass and concrete building that hovers across the bridge. Moreover, the idea of having a perpendicular extension of the bridge would allow for people to maximize engagement with the river and take in unique views that was not possible before. By creating a public terrace with pop up cafes and bars, the public is engaged to access the building. This terrace bridges across the bridge that separates the private spaces from the semi-private spaces. Patrons will be able to flock to the CALA to enjoy the view of Downtown LA, a quintessential picture of Los Angeles.
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TERRACE
EXHIBIT HALL
LIBRARY CLASSROOMS LECTURE RETAIL LOBBY HALL
CAFE/TERRACE
BOARD ROOM
RESTROOM
FABRICATION LAB
TERRACE
ADMINISTRATIVE OFFICES
EXECUTIVE OFFICES
LOBBY
PUBLIC
SEMI PRIVATE
PRIVATE ARTS DISTRICT
BOYLE HEIGHTS
ARTS DISTRICT
BOYLE HEIGHTS
HIPSTERS YOUNG COUPLES
BLUE COLLAR WORKERS GANG MEMBERS YOUNG FAMILIES
EMERGING ARTISTS
ARTS DISTRICT
BOYLE HEIGHTS
CALA
HIPSTERS YOUNG COUPLES
BLUE COLLAR WORKERS GANG MEMBERS YOUNG FAMILIES
EMERGING ARTISTS
BOYLE HEIGHTS
CALA
ARTS DISTRICT
OUTDOOR TERRACES
OVERHANGS
ARTS DISTRICT
CALA
BOYLE HEIGHTS
VISITORS OF CALA
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WEST
10 15 20 25 30 MPH EAST 30 MPH 25 20 15 10 WIND SPEED (MPH) MAX 25 20 AVG 15 10 MIN 5 0
0% AVG 100%
10%
RH
TEMP 10%
20%
20%
30%
MIN AVG MAX
HOURS
SAW TOOTH SKYLIGHT ROOF
STUCCO
10 20 30 40 50 60 70
TRUSS FRAME
170
80 160
90
150 140
GLAZING
130 120
AXONOMETRIC SECTION CHUNK OPERABLE LOUVERS
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A A
B
SECTION A-A 1/16” = 1’ - 0”
B
SECTION B-B 1/16” = 1’ - 0”
FLOOR PLANS
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C
C
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SECTION C-C 1/16” = 1’- 0”
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ARCH 411 TING
MONEO_ASSEMBLY SEQUENCE/TOLERANCE
MAXWELL DJAKASAPUTRA & SAMANTHA LEE
ALABASTER GLAZING SINGLE PANE GLASS
STEEL MOMENT FRAME RESIST LATERAL FORCE
METAL MULLION PROVIDE RIGID SUPPORT
G
G
SHIMS BEARING CONNECTION FINISH FLOORING
E
E
RETAINING WALL MOAT A DEEP, DRY DITCH THAT ACTS AS A BUFFER ZONE
198 X BASE ISOLATORS YIELD FOR A MAXIMUM OF 27" SHIFT DURING A MAGNITUDE 8 EARTHQUAKE
FOUNDATION
YR 3: Construction Drawings + Analysis, 2016 Completed in partnership with Samantha Lee
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ARCH 411 TING
USC RELIGIOUS CENTER_EAST WALL DETAIL
MAXWELL DJAKASAPUTRA & SAMANTHA LEE
ARCH 411 TING
USC RELIGIOUS CENTER_ENCLOSURE & BOUNDARY STRATEGIES
MAXWELL DJAKASAPUTRA & SAMANTHA LEE
OVERFLOW DRAIN BUILT-UP ROOF 2.3 mm WATERPROOFING MEMBRANE 4x8x1-1/8" PLYWOOD SHEALTHING RIGID BATT INSULATION
THERMAL CONTROL 92 louvers as roof to diffuse direct light into space
4x12 NAILER 2x4 DOUBLE PLATE
Reduces direct heat into space
SOLAR CONTROL BLOCKER
South facade is consisted of opaque masonry units as shade
3x12 JOIST @ 16" O.C.
East and west facades open up to maximize direct daylight
SUSPENDED ACOUSTIC TILES
North facade frames a central, inner courtyard
WATER INFILTRATION All corners of roof slope 2% downward towards south facade, and down the masonry wall
STUD 7/8" GYPSUM BOARD WHITE MATTE PAINT STEEL FRAME
AIR INFILTRATION
ALUMINUM MULLIONS
Double height space allows natural ventilation
AIR GAP
EAST-WEST LATERAL FORCE
HVAC PIPING
INTERIOR NORTH-SOUTH LATERAL FORCE
EXTERIOR
MOISTURE BARRIER GRAVEL 4" ABOVE SOIL
CONCRETE FOUNDATION 24"X24" GRADE BEAM STEEL REBAR 24
CAISSON
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CAISSON
1
EAST WALL DETAIL SCALE: 1/2" = 1'-0"
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EXTERIOR
ARCH 411 TING
USC RELIGIOUS CENTER_STRUCTURAL STRATEGIES
MAXWELL DJAKASAPUTRA & SAMANTHA LEE
ARCH 411 TING
USC RELIGIOUS CENTER_MATERIALITY STRATEGIES
MAXWELL DJAKASAPUTRA & SAMANTHA LEE
AGGREGATE & MASONRY LUMBER METAL SYNTHETICS
GROUT FILL FILLS CMU CAVITIES FOR STABILITY; ADDS WEIGHT
MORTAR GLUES MASONRY UNITS TOGETHER
TRIBUTARY LOAD PATH ROOF LOAD -- TOP PLATE CONNECTION -- HORIZONTAL DIAPHRAGM -- VERTICAL DIAPHRAGM -- FLOOR SLAB -- FOUNDATION BEAMS JOISTS BLOCKERS DOUBLE PLATES MOMENT FRAMES
REINFORCED CONCRETE MASONRY WALL CREATES VISUAL CONNECTION WITH SURROUNDINGS
COLUMNS STUDS WALLS MOMENT FRAMES
CONCRETE FOUNDATION WITH GRAVEL
MOISTURE BARRIER BETWEEN SOIL AND FLOOR SLAB
C-CHANNEL
SEAMLESS FINISH AT PERIMETER
STEEL TUBE MOMENT FRAME
PROVIDES BOTH WAYS OF LATERAL RESISTANCE
STEEL FRAME
VERTICAL DIAPHRAGM
MOMENT FRAME
ALUMINUM MULLIONS
STABILIZE GLASS CURTAIN WALL
3x12 #2 DF-L JOIST
SECONDARY LOAD TRANSFER MEMBER; HORIZONTAL DIAPHRAGM
LOUVER
SUNSHADING DEVICE
JOIST
SHEAR WALL BEAM
PRIMARY LOAD TRANSFER MEMBER; HORIZONTAL DIAPHRAGM
BEAM
BLOCKS NAILERS DOUBLE PLATES
MOMENT FRAME LOUVER
BUILT-UP ROOFING
KEEPS OUT HEAT AND WATER; COST-EFFECTIVE; EASY INSTALLATION
COLUMN STUD
WOOL BATT INSULATION
SEISMIC AND WIND LOADS IN LATERAL DIRECTIONS
THERMAL CONTROL
STUCCO SEAMLESS ARCHITECTURAL FINISH
ACOUSTIC TILES SOUNDPROOFING
1 Wind uplift load can cause the building to overturn. 2 Roofing, shealthing strengthen shear resistance in the perpendicular direction of wood joists. 3 Vertical diagraphm is consisted of steel tube columns and drywalls. They transfer vertical load (gravity) from horizontal diaphragm (wood joists) to the floor slab. 4 The accumulated uplift force is transferred from floor to foundation below grade.
GYPSUM BOARD NON-COMBUSTIBLE CORE CREATES CONTINUOUS SURFACE
STUD WALL PROVIDES VERTICAL DIAPHRAGM
4'x8' PLYWOOD SHEALTHING STRENGTHENS SHEAR RESISTANCE
5 Metal connections and tight nail punctures ensure security while transferring loads. Nails absorb energy and become heated when in motion.
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ARCH 411 TING
MONEO_ASSEMBLY SEQUENCE/TOLERANCE
ALABASTER GLAZING SINGLE PANE GLASS
STEEL MOMENT FRAME RESIST LATERAL FORCE
METAL MULLION PROVIDE RIGID SUPPORT
G
G
SHIMS BEARING CONNECTION FINISH FLOORING
E
E
RETAINING WALL MOAT A DEEP, DRY DITCH THAT ACTS AS A BUFFER ZONE
198 X BASE ISOLATORS YIELD FOR A MAXIMUM OF 27" SHIFT DURING A MAGNITUDE 8 EARTHQUAKE
FOUNDATION
42
MAXWELL DJAKASAPUTRA & SAMANTHA LEE
ARCH 411 TING
MIES VAN DER ROHE_ROSER HOUSE_SECTION RENDER
MAXWELL DJAKASAPUTRA & SAMANTHA LEE
ROSER HOUSE PROJECT STATEMENT ARCHITECT
Ludwig Mies van der Rohe
LOCATION Grand Teton Mountains, Jackson Hole, Wyoming COMPLETED DATE PROJECT STATUS
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Winter 1937 unbuilt due to funding
Like many other projects in Mies's portfolio, this project celebrates minimalism and horizontality through the use of a planar grid system. The architecture is created, and perceived, as a structure composed of planar surfaces with perfect alignment to corresponding elements. In our proposed detail construction drawings, we keep this thought in mind and here by propose solutions that echo with the idea of extended planes intersecting to create a connection. Thus, we aim to use elements that are tight and rigid, yet thin and straight to adhere to Mies's design principle. For structure, slender cruciform columns made of steel angled plates are inserted at points only necessary for a load-bearing diaphragm. For enclosure, the structure is composed of planar glass panels to maximize views and emphasize transparency into the interior. In addition to minimalism, this is also a project in which Mies uses local materiality for the first time. The fieldstones on wall facades are a representative of he brings the exterior to the interior by introducing nature into a home.
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WELL-ROUNDED GRAVEL BALLAST
ROOF JOIST 2" X 12" S.S @ 24" O.C.
ROUGH FIELDSTONES
WATERPROOFING MEMBRANE
ROOF DECK
UN-FACED ROCK BATTS
ROOF GIRDERS UNPAINTED REDDISH BLACK CYPRESS BOARDING
FLOORING FINISH
CEMENT PLASTER FINISH 12" STEEL W12x24 3.97" WIDTH, 1/4" THICK
DOUBLE PANE GLASS GLAZING
UN-FACED ROCK BATTS
STRUCTURAL STEEL ANGLED COLUMNS FLOOR GIRDER 2" X 12" S.S BAND 4" X 12" S.S FLOOR JOIST 2" X 12" S.S @ 12" O.C.
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REF MW DW REF MW DW
YR 4: Sao Paulo Mooca District Revitalization, 2016
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46
Project + Design Statement
Located in the Mooca district, a postindustrial area in Sao Paulo, our site offers a plethora of opportunities for redevelopment and revitalization. Post site analysis, we recognized the need to maximize the site, educate the people, and ultimately host the public. The site offers views to a proposed lake front on the west facade and views to a railway park on the east facade. Moreover, considering the fact that it is cheaper to import beans than grow locally, the need for cultivating beans is ever more pressing. With access to the Tamanduatei River and proposal of revitalizing the rivers of Sao Paulo for logistics purpose, biological waste can be dropped off to our site to fertilize the soil. The cultivation of beans would also educate the people and ultimately allow for a source of income. With a favela located across from the site, the proposal includes a prototype for social housing where the inhabitants will be invited to relocate to. Lastly, the proposal prepares the site to host the public by including a market, dining options, and green spaces. By retrofitting the structures of the existing building, a House of Culture will provide a space for artisans to gather, learn and create their crafts for the on site market.
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P
739.70
V
768.34
7 391 200
729.52
729.26
729.50
729.64
729.25
728.04 NA 721.48
730.12
P
7 391 000
725
730.69
730.04
V
741.77 P
P
P
768.49
58
IDA AVEN
730.53
SOUZA
DE
JOÃO 731.08
V
733.43
CONSTITUINTE
741.39
756.30
755.90
IRIRÍ
728.
725
745
739.52
743.46
V
P
P
753.95
ON
731.71
SARGM.
RUA
733.37
744.42
746.55
DA
P
757.29
729.21
731.29
732.97
729.62
729.20
729.20
7 391 200
COMPANHIA DE TRANSMISSÃO DE ENERGIA ELÉTRICA PAULISTA (ESCRITÓRIO IPIRANGA)
V V
7 391 200
730.60
730.54
729.37 730.43
RUA
729.17
729.13
728.22
728.84
7 391 200
729.95
728.40 728.50
731.55
737.69
7 391 200
737.97
730.31
7 391 300
729.14
728.93
IPIRANGA
728.13
733.88
740
740.80
755.63
729.70
729.43
728.68 728.23
728.50
741.81
754.15
765
729.41
729.53
728.89 728.18
729.46
730.27
7 391 200 V
VIVIANI
GILBERTO
741.07
RUA
P
760.98
7 391 100
728.96
728.02 728.40
7 391 300
730.23 730.83
737.21
744.51
761.90
762.70
728.81 728.13
7 391 300
729.29
731.25
732.93
V
729.92
ET
RUA
759.63
728.50
730.75 V
7 391 300
729.94
728.60
732.93 7 391 200
JAF
749.80
755
WILS
736.59
JOSÉ
736.37
751.79
754.48
DO
729.72
SILVA
738.25
748.33
761.66 V
729.71
728.93
733.40
733.61
7 391 400 730.03
729.80
729.67
728.81
MOÓCA SETOR 032
728.30
7 391 300
ALARCÃO 729.31
733.33
728.78
728.89 728.65
729.04
P
PRAÇA DO MONUMENTO
ESTA
725
JOSÉ
7 391 300
757.23
762.53
728.66 728.88 728.42
734.10
GOMES
RUA
P
V
761.84
CAT. ROBERTO SIMONSEN SESI FIESTP SENAI IRS
763.03
729.71
727.54
728.15
728.49
731.58
P
761.93
762.20
7 391 000
9 728.3
DO
DOM
RUA
V
735.53
COSTA
BOM
756.30
CAD
0 728.4
ESTA
731.05 731.62 732.88
7 391 300
736.33
P
750.60
763.21
728.92
729.51
744.10
IPIRANGA SETOR 040
754.80
756.94
757.37
TEÍ UA
AGOSTINHO
RUA
755.53
757.20
755.43
729.32
728.24 728.62
731.91
735.44
740.07
745.86
747.20
758.29
728.50
728.33
728.52
7 391 400
NA 720.68
728.89
V
732.60
733.67
V
7735.08 391 300
7 391 200
729.08
730.53
733.67 735.80
BRAGGION
NEAREST PUBLIC SCHOOL - ESCOLA MUNICIPAL ALMIRANTE TAMANDARÉ, LARGO SÃO RAFAEL (2,2 km FAR - OUT OF THE MAP; HEADING NORTH)
7 391 400
736.87
RUA
7 391 100
RUA
VIEIRA
BARATA
735.21
MONUMENTO
V
ITUANOS
736.66
FORD DO BRASIL LTDA. (DESATIVADO)
729.65
729.47
728.92
731.41
IPIRANGA SETOR 040
733.70
734.11
7 391 300
735.20
754.26
7 391 400
730.81 731.04
733.17
TRIBUNAL DE JUSTIÇA DO SÃO PAULO DIVISÃO TÉCNICA DE ARQUIVOS
742.21
754.59
729.26
728.24
7 391 400
728.44
738.82
IM
7 391 500
729.65
728.81
736.24
JAM
730.10
729.41
730.28
730.37
A.R. IPIRANGA NAE 1
735.88
BEN 742.78 743.85
NEAREST PHARMACY (1,3 km FAR)
46º35'37.50"W 23º34'41.25"S 46º35'37.50"W
729.38
728.32
730.71
E.M.E.I. DOM PEDRO I
PRAÇA NAMI JAFET 741.10
P
337 300
729.29
730.07
732.40 733.05
733.64
CLUBE DA CIDADE BALNEÁRIO DO IPIRANGA
735.62
747.90
RUA
749.76
337 300
337 300
729.29
728.53
730.75
747.09
751.97
337 300
728.22
733.54
739.86
750.33
337 200
7 391 500
728.49
V
735.63 741.01 742.59
747.15
337 200
337 200
729.83
728.62
728.48
7 391 400
7 391 300
752.31
337 200
729.31
728.69
729.67
736.21
746.52
7 391 200
ND
RUA
BENTO
CIPRIANO
BOM
DO
735.46
750.77
730.11
729.38
728.47
728.35
734.44 736.10
735.25
750.44
337 100
SOROCABANOS
733.33
736.07 735.03
749.75
337 100
337 100
728.87
728.84
7 391 400
734.35
747.26
337 100
727.92
728.36
7 391 500
728.66
729.13
733.72
736.03
P
744.60
337 000
729.13
7 391 400 736.04
736.46
746.76
337 000
337 000
728.44
728.70
728.62
729.19
DOS
735
734.81
736.42
737.50
746.60
728.55
730.52
734.49
736.26
V
337 000
728.59
730
733.79
734.45
V
730.21
727.84
728.60
730.57
SOROCABANOS
C
739.17
729.29
336 900
728.42
7 391 500
7 391 500
730.85
731.68
731.67
RUA
733.88
734.71
CAPELA DO BOM JESUS DO HORTO
7 391 500
729.40
727.76
336 900
336 900
728.87
728.50 731.49
731.85
732.24
732.19
733.24
7 391 400
734.27
DOS
737.42
739.50
PRAÇA DO MONUMENTO
728.78
729.67
7 391 400
738.32
RU A
7 391 600
FORD DO BRASIL LTDA. (DESATIVADO)
730.22 729.44
336 800
728.24
336 900
46º35'56.25"W 23º34'41.25"S 23º34'41.25"S 46º35'56.25"W
336 800
728.50
729.44
739.76
745.89
744.53
336 700
728.17
733.54
V
R
738.51
743.40
336 700
336 700
729.80
7 391 500
V
734.15
738.44
RUA
PARQUE INDEPENDÊNCIA
336 700
732.91
7 391 500
734.50
7 391 300
TAMA
RUA
RUA
RUA
RUA
PRAÇA
736.10
STO
731.38
733.32
733.81
PA
738.75
336 600
733.48
734.10
P
737.58
737.84
728.51 728.60
728.83
336 600
336 600
730.30
733.19
7 391 600
728.05
728.03
730
336 600
729.41
729.71 730.16
734.46
738.30
737.72
6 728.3
3 728.4
TE
RIO
336 500
733.54
740
7 391 600 728.03 728.24
733.08 336 500
336 500
7 391 500
733.69
734.77
736.74
737.96
728.50
728.60
728.89
733.20
336 500
MINISTÉRIO ÁGAPE IGREJA BATISTA DO IPIRANGA
736.95
GREGÓRIO
DE
738.10 TV. MANSUETO
732.43
BUENO
336 400
ESTO
336 400
336 400
P
P
736.28
737.67
736.80
728.66
730.38
734.19
734.70
745
336 400
MANIF
733.70
7 391 600
730.43 729.23
728.42
P
736.35 736.07
P
737.07
729.96
728.67
7 391 600
728.31
V
733.51 C
336 300 46º36'15"W 23º34'41.25"S 23º34'41.25"S 46º36'15"W 336 300
7 391 500
730.63
730.60
728.92
734.17
734.52 736.31
736.34
7 391 600
728.78
735.87
736.37
7 391 300
LEAIS
733.19 733.37
RUA
SILVA
336 200
734.49 735.50 736.07
737.70
7 391 400
336 200
336 200
733.88
735.66
737.03
7 391 400
336 200
NEAREST GROCERY STORE (1,2 km FAR)
730.18
730.45
730.27
728.17
728.26
RUA
336 100
730.25
730.63
731.13
V
731.69
7 391 500
736.13
IDEN
NA
336 100
336 100
730.45
728.80
729.26
730.01
728.06
733.02
733.29
733.70
336 100
734.96
RUA
735
7 391 600
PAULISTANOS
GOMES
336 000
729.45
728.85
728.83 728.80
728.05 728.35
733.54
VIEIRA
PASTOR
730
336 000
336 000
7 391 500
735.47
3 728.4
3 728.3
PRES
DO
ORIZO
BARATA
AGUIAR
730
336 000
7 391 700
728.90
730.22 728.80
727.88
PAULIS
730.11
733.84
733.55
7 391 600
733.46 734.25
735.20
3 728.4
4 728.2
DO
BENTO
733.72
733.93 734.02
LEAIS
733.87
734.87
7 391 700 728.47
728.29
TANOS
729.65
732.49
734.10
730
7 391 700
NA 720.89 729.67
728.91
733.61
RUA
734.34
729.39 729.43
728.80
729.67 V
733.87 NA 733.89 733.69
733.67
732.72
7 391 700
730.33
729.11
7 391 600
730.21
730.85
729.25
728.71
734.05
734.26
730.76 730.58
729.12
728.70
729.90
V
733.84
733.84
NA 725.54
335 900
9 728.2
RUA
RUA
733.78
GINÁSIO 733.72
733.58
733.25
335 900
IDA
4 728.4
DO
AGOSTINHO
BOM
7 391 600
733.70
335 900
730.24
730.12
731.22
734.22
733.74
335 900
730.37 728.64
7 391 700
730.31
733.38
733.68 734.19
734.10
734.21
731.53 728.55
7 391 700
727.74
730.36
7 391 700
733.93
734.05
TRAIN STATION IPIRANGA - TURQUOISE LINE (1,4 km FAR FROM THE SITE OF STUDY)
729.81 728.43
729.67
729.69
733.97
730.98
731.93
AVEN
41
LA
RUA
731.84
ATLANTE
ACAÇA
CIPRIANO
COSTA
RUA
7 391 700
733.55
733.87
733.61
733.67
NA 725.48
V
7 391 800 731.69
NA 720.83
728.67
730.40
733.49
PAULISTANOS
7 391 800
731.68
730.67 730.64
728.68 P
728.43
733.21
SETOR 040
728.67
V
733.76
LEAIS
2
729.39 730.37
P
V
733.31
733.86
RUA
730.47
730.21
1 - 550m 2 - 600m 3 - 800m
730.18 729.32
728.65
733.41
731.84
734.10
ANTÔ
729.43
729.28
728.35
728.67
733.41
733.37 733.83
733.44
731.19
7 391 800
7 391 800
727.59
730.82
RUA
7 391 700
733.45
734.81
NIO
728.58 7 391 800
7 391 800
728.48
V
335 800
728.83
728.63
V
7 391 700
733.79
335 800
727.64 728.38
728.51
TABOR
732.86 733.32
TABOR
731.56
732.26
7 391 900
731.79
RIZZ
CHIA
730.17
728.60
732.68 V
733.52
733.02
729.96
730.28
729.45
729.50
731.72
7 391 600
MOÓCA SETOR 032
728.65
729.49
7 391 900
728.71
733.19
733.39
730.74
PRAÇA DO MONUMENTO 335 800 46º36'33.75"W 23º34'41.25"S 46º36'33.75"W NA 725.49 335 800
BUS STOP (APROXIMATED DISTANCE FROM THE SITE OF STUDY) 7 391 900
NA 720.75
733.47
730.82
DUFER S/A. EMPRESA DO SISTEMA USIMINAS
729.82
729.49
728.22
CLUBE ATLÉTICO YPIRANGA
733.48
731.83
730.49
729.34
RUA
733.43
PRAÇA DO MONUMENTO
7 391 900
729.56
IPIRANGA SETOR 040
729.77
7 391 700
7 391 600
7 392 000
729.58
730.24
730.31
NA 720.70 729.35
731.86
732.25
729.62
733.33
733.90
7 391 900
730.14
733.75
V
7 392 000
730.73
731.07
I
732.65 732.86
733.07
733.40
731.70
7 392 000
7 391 900
728.51
731.75
733.11
731.75
7 392 000
728.48
7 391 800
7 391 800
733.14
731.59
733.17
LA
RUA
733.62
730.64
7 391 800
732.84
RUA
732.86
731.25
730.79
730.31
728.77
732.42
732.53
731.22
730.87
731.34
V
730.46
727.63
732.88
733.33
731.35
SITE OF STUDY
733.48
730.80
730.81
730.74
728.28
729.51
732.72
730.40
731.74
729.25
728.31
727.86
729.49
733.38
731.30
731.64
7 392 100
731.41
729.43
729.36
730
V
IGREJA MATRIZ NSRA. DAS DORES
46º35'37.50"W 23º34'22.50"S 46º35'37.50"W
732.37
MOV. TERRA
CONAB MINISTÉRIO DA AGRICULTURA
7 392 000
728.48
NA 720.68
731.45
731.52 731.50
732.79
732.72
728.75
337 300
V
733.65
PÇ. ENG. GARCIA 731.46
337MOV. 300 TERRA
337 300
7 392 100
728.91
732.53
732.83
733.82
NA 724.96
NA 725.05
337 300 734.63
731.26
728.30
RUA
7 391 900
V
FICO
7 391 800
729.06
7 392 000
728.42
727.68
733.73
729.09
730.72
731.12
731.17
731.34
RUA
728.45
RUA 7 391 900 V
V
732.83
733.33
7 391 700
728.
IDA AVEN
L NA
CASTRO
V
732.83
733.38
V
337 200
7 392 100
728.86
727.27
BÉ GUEM
727.49
ARIRA
732.33
733.47 733.63
733.36
337 200
337 200
731.80
SETOR 035
V V
733.10
733.10
729.24
729.35
337 200
731.18
728.76
731.37
V
DO
733.42
733.51
MESQUITA FILHO
729.48
NA 724.79
337 100
728.86
727.69
727.58
NHA
RUA
728.78 728.11
337 100
337 100
728.28
727.83
727.64
V V
733.21
728.29
727.78 727.75
CORREIA
CA
EZ
728.20
FARIA
337 100
731.21
728.53
727.48 727.56
727.67
730.84
733.56
733.30
MANOEL
731.19
729.51
729.76
728.24
V
729.42
TV. 728.47
337 000
728.71
730
733.36
733.74
728.64
7 391 800
337 000
337 000
727.87
732.90 732.86
NA 724.57
7 391 800
A NID
MARTIN
732.68
731.34
337 000
731.45
ÓS
732.86
731.49
CONAB MINISTÉRIO DA AGRICULTURA
729.07
728.57 727.90
732.85
R
QUEIR
732.87
728.36
728.59 728.44
7 391 900 E.E. JÚLIO DE
7 391 900
733.89
PEDRO
336 900
729.40
727.32
728.34
V
733.61
V
TV.
727.61
727.48
CÔNEGO
7 392 000 RUA
336 900
336 900
MOÓCA SETOR 032
728.40
V
728.30
728.44
NA 720.67
729.41
TV.
733.17 727.31
727.50
MAGALHÃES
727.74
A NID
LEME
728.07
RUA
729.54
7 392 000 JANUÁRIO
727.57
336 900
727.25
IPIRANGA SETOR 035
727.38 NA 724.33
728.44
SA RE
727.67
SA RE
728.41
V
V
727.81
727.92
728.23
727.32
727.86
728.25
JANUÁRIO
CÔNEGO
E.E. JÚLIO DE MESQUITA FILHO
PEDRO 728.71
RUA
728.63
727.88
728.09
1
NA 720.63
727.37 727.90 727.17
RUA
729.32
729.22
7 391 900
727.76
727.81
727.86
7 392 000
729.71 728.72
727.57
727.53
46º35'56.25"W 336 800 23º34'22.50"S 23º34'22.50"S 46º35'56.25"W 336 800
336 700 336 700
727.87
727.86
727.42
729.29
729.71 728.26
727.12 727.89
728.47
728.78
336 700
728.35
727.11
NA 724.18
727.10
727.63
336 700
NA 720.60
727.24
730.67 727.74
336 600
V
7 392 000
727.77
727.72
728.31
727.64
727.58
730.40
336 600
336 600
729.19
727.89
727.78 727.32
C
727.74
727.60
CHICO
727.92
730
TV.
336 600
728.32
727.73
GARCIA
727.30
727.44 727.83
729.31
P
P
ELETROPAULO ESTAÇÃO DE TRANSFORMAÇÃO DE DISTRIBUIÇÃO MONUMENTO
727.83
727.62
728.05
726.87
BOUH
CHAB
RUA
P
7 391 900
336 500
727.56 727.64 726.79
727.18
ECCIO IO
EGYD
336 500
336 500
727.25 726.67 727.94
727.30
727.25
AVE
TENENTE
728.33 V
728.24
728.09
336 500
RUA
RUA
730.47
V
NA 724.09
726.88
729.74
728.37
336 400
7 392 100
727.78
730 730.59
727.18
7 392 000
336 400
336 400
728.09 728.84
728.48
RUA
727.18
727.57
727.68
RUA
725
LIS
IRA
MORE
7 392 100
727.61
728.19
P
336 400
729.83
7 392 100
727.71 727.28
727.17
NA 728.39
AVE
BUENÓPO
GUARDA
RUA
727.11
E JORG
728.76
727.39
DE HONRA
FORD
728.30 7 392 100
729.11 728.71
728.37
729.14
728.17 727.78
7 392 100
336 300 46º36'15"W 23º34'22.50"S 23º34'22.50"S 728.13 46º36'15"W RUA GUARDA 336 300
727.25 HONRA
7 392 200
732.67 731.73
732.47
730.80 728.39
728.20
727.67
336 200
727.14
726.80 726.85
728.06
RY HEN
336 200
726.83
726.90
RUA
IDA
727.68
727.46 336 200
336 200
DE
726.86 726.93
6 728.3
336 100
ON
336 100
336 100
729.42
730.63
730.38
WILS
336 100
NA 723.85
ESTADO
336 000
729.46
Í
336 000
336 000
G.
336 000
R. ANTÔNIA DOS SANTOS
335 900
BARATA
335 900
335 900
GOMES
CRISTINA
R.
335 900
727.56
727.33 726.82 727.21
HELENA 727.35
727.57
730
729.09
727.88 728.27
ESTADO
MARIA
726.71
726.55
727.43
7 392 200
728.70
727.79
NA 720.57
727.70
727.47 726.76 727.17
7 392 200
727.83
AVEN
CRISTINA
727.88
730.40 730.57
7 392 200
DUATE TAMAN
TV.
NA 723.67
731.67 730.89
728.36
IPIRANGA SETOR 035 7727.84 392 200
726.89
730.84 730.89
728.43
727.90
727.55 726.72
726.70
335 800
7 392 200
4 728.3
727.85
726.85
727.69
7 392 200
729.40
728.51
C
726.69
727.08
731.78
7 392 200
727.67 727.31
726.59 726.42
730.89
728.90
728.38
7 392 200
727.67
727.60
726.48
4 728.2
7 392 200
PAULO
RUA
726.51
V
729.26
729.24
728.78
728.31 728.38
RIO
PAULO RUA BARBOSA
BARBOSA
726.82
726.70
731.48
726.62
726.68
726.68
726.64 726.56
726.59 726.60
731.40 730.90
731.02
728.24
FAVELA
729.40 727.50
NA 723.60
726.39
7 392 300
731.04
730.20
730.20
730
729.29
727.68
726.17
MELO 726.19
726.39
7 392 300
FORD
728.17 728.62 727.93
728.36
DE 726.27
NIO
731.50
728.74
NA 720.55
727.11
726.39
730.42 730.26
727.42
7 392 300
727.34
EUGÊ
7 392 300
730.20
728.62 728.60
7 392 300
GENE
731.64
731.44
7 392 300
729.32
726.44
727.07
7 392 300
728.50
728.48
NA 723.52
727.30
7 392 000
ES
TE
IDA
730.20 729.22
727.70 7 392 300
727.36
727.56
726.62
727.49
ADRIA NO
IDEN 730.92 728.24
727.32
727.10
729.65
727.09
7 392 200
735.86
PRES
AVEN
725
727.06
726.14 727.09
727.04
SOARES
L NA
HIPÓLITO
CA
TEREZA 726.78
726.59
730.12
728.24
7 392 400
731.50
TO SAN
TATINI
727.06
IPIRANGA SETOR 035
726.44
RUA
726.50
729.69
728.07
7 392 400
731.42
727.06
RICAR 726.36
DR.
735.67
729.87
7 392 400
728.57
726.36
726.37
DO
7 392 400
740.50
731.44
2 728.5
7 392 400
745
735.56
730.50
DR.
727.50
740
735.54
731.04
727.40
DAUNT
727.09
RUA
7 392 100
NTE
729.84
729.20
726.09
7 392 300
727.14
P
MO 735
730.90
730.80
7 392 400
728.38
728.17
7 392 400
335 800
731.10
MOÓCA SETOR 032
729.87
728.34
7 392 400
728.52
728.50
728.10
726.55
7 392 500
736.02
729.12
CIA. SUDESTE DE ARMAZENAGEM DISTRIBUIÇÃO E LOGÍSTICA
728.54
SECRETARIA DE ESTADO DA CULTURA DIVISÃO DE ARQUIVO DO ESTADO ARQUIVO INTERMEDIÁRIO 728.18
7 392 400
O
ULO
P P
731.08
730.82
729.17
7NA 392 400 720.54
O
728.12 728.26 726.64
729.20
7 392 500
7 392 500
LÓG
CIA. AUXILIAR DE ARMAZÉNS GERAIS
728.44
730.44 7 392 400
EST AD
7 392 500
755.28
750
729.04
725
727.82
PER
DE
728.34
Í
727.06
É
RY HEN
UA TE
728.12
JOS
DR.
RUA
CORÁ
ND
727.42
727.54
NA 723.31
729.26
MOÓCA SETOR 032
728.48
730
TA MA
727.04
726.46
727.54
726.98
RUA
AVENIDA
726.42
V
726.74
728.48
757.49
750.52
DE
732.10
RUA
RUA
726.07
727.09
726.32
7 392 500
732.20
POLÍCIA CIVIL DIVISÃO DE TRANSPORTES
729.58
EST ADO
V
RIBEIR
RUA
740.21
COMPANHIA BRASILEIRA DE ARMAZÉNS GERAIS LTDA. C.B.A.G.
729.28
7 392 500
728.18
7 392 500
728.67
NA 720.23
727.03
N
RISP
OLI
729.08
728.78
729.24
728.60
727.09
RUA
726.89
MA
729.28
728.76
7 392 500
728.70
BARRETO
726.42
LIMA
726.58
DIL
735.08
7 392 500
728.58
7 392 500
335 800
7 392 600
754.69
729.96
729.26
729.06 729.26
729.14 728.12 727.42
MÁRIO VERDADE
PRAÇA MARTINS
727.64
335 800
IO 747.49
ANTÔN
728.58
RIO DO
727.12
727.70
ODILO
RUA
IRA
NA 719.63 727.44 728.02
727.68
727.02
727.54
727.39
749.90
745
734.67
7 392 600
729.22
729.14
727.13
727.76
7 392 600
757.94
745
TA
7 392 600
727.14
727.21
744.74
745.72
7 392 500
7 392 100
752.40
P
RUA
7 392 600
LES SA
738.11
730
7 392 600
729.48
728.38
46º36'33.75"W 23º34'22.50"S 46º36'33.75"W
755.26
CA
729.08
730
755
IDA AVEN
TE
IPAL MUNIC NAL TURA REGIO 9 PREFEI TARIA 727.2 SECRE
728.02
726.31
726.24
7 392 700
UES
NA 723.21
727.02
727.12
46º35'37.50"W 23º34'03.75"S 46º35'37.50"W
MARQ
V
IDEN
NIDA 727.12
RUA
337 300
AZEVE
DO
CAD
IDA AVEN
PRES
AVE
726.68
7 392 200
337 300 760
DE V
740.80
744.84
727.10
RAL
337 300 337 300 CELSO
RUA
729.08
729.06
7 392 600
DO
7 392 500
727.06
337 200
728.68
727.24
727.14
337 200
734.67
7 392 600
SETOR 032
727.08
727.01
337 200 337 200RUA
753.62
727.96
7 392 600
7 392 300
753.52
337 100
750
V
IDEN
RUA
DO
728.52
726.60
785
UES
337 100
337 100 337 100
727.96 728.50 728.92
726.42
752.70
MARQ 744.70
V 337 000
P
727.35
7 392 400
8
DO
SA
337 000 337 000 PROJETO SOCIAL C.I.E.E.-PEC
729.20
PRES
727.24 727.84 NA 719.62
NA 722.47
7 392 700
AZEVE
IO LES
336 900
733.58
728.62
TE
NID A
727.37
V
751.14
DE
ANT ÔN
336 900
336 900 336 900
OAB-SP PROJETO SOCIAL C.I.E.E.-PEC
7 392 700
P V
CELSO
CÔN EGO
735
SAN TO
OAB-SP PROJETO SOCIAL C.I.E.E.-PEC
730
. PRES ON
729.60
750.04
750
RUA
PROJETO SOCIAL C.I.E.E.-PEC
NTE
7 392 700
336 800 46º35'56.25"W 23º34'03.75"S 23º34'03.75"S 336 800 46º35'56.25"W 7 392 700
WILS
RUA
RUA
336 400
336 300
336 500
729.67
O PINT
AVE
726.31
770
336 200
LIMA
PINTO
727.02
727.14
769.90
PIA
336 200
728.58
COSTA
728.54 727.54
727.10
PRATES
756.20
ETIÓ
336 100
336 500 336 500
RUA
336 100 727.24
729.92 336 400
336 400
336 300
V
MO
IRIRÍ CAD
336 000
729.88
IPIRANGA
728.24
336 300 46º36'15"W 23º34'03.75"S 23º34'03.75"S 336 300 46º36'15"W 7 392 700 7 392 700
336 200
336 200
PRES.
NID A
336 000
RUA
AVE
NA L
336 100
0 729.9
726.68
A BATIST A PEREIR
.
PRES
727.84
725
CA
336 100
AV.
335 900
720
720
RUA P
DE
730.32 729.50 7 392 700
729.12
FORD
Í
IRA PERE
TE UA 335 900
727.80 725
336 000
ÃO
730
7 392 700
728.27 727.20
336 000
BAR
729.12
ON
ND
DO ESTA
335 900
740
PRES 727.34
WILS
IDEN
O PINT
25
MA TA
726. 335 800
727.08
784.4
É
DO
IPIRANGA SETOR 032
TE
728.08 335 900
745
730.32
728.29
V
726.92
RUA
O
727.47
7 392 600
770 .58
768.59
760.40
775
IMB GUA
LO
A COST
RIO
727.22
726.78
728.06
EST AD NA 719.58
7 392 800
7 392 800 769.74 P
ME
RUA 727.74
728.06 728.08
727.47
780
A JUM AN 769.54
RUA
RUA
P
734.40
P
726.50
726.25
335 800
É GUA
ES
735
4 730.0
730.52
765
P
MEL O
STA
335 800
335 800
P
764.48 P
755
DE
7 392 800
SAN TO
BATI
727.88
46º36'33.75"W 23º34'03.75"S 46º36'33.75"W
772.79 760.26
DE
750.17
727.67
P
E
755.10
IM
JOA QU
IM
P
RY HEN
S RLO CA
750
COND
O PAUL
SÃO 730.52
760.09
JOA QU 752.67 734.58
7 392 800
728.63
IPIRANGA SETOR 035
IMB
PA
TA
M
M
7 P392 800
TE
726.60
7 392 700
.61
ES
DOR
TA
COS
DO
DO
NIDA AVE
VIAD
7 392 800
735.82
P
760 760.36
DO DO 7 392 800
PERE
RUA
782
PA
RGA
759.32
RUA
740
735.24
MON
7 392 800
IRA
780.79
RUA 745
DE
SETOR 032
BS CONTINENTAL FÁBRICA DE FOGÕES
UTO
728.54
7 392 900 CAMÉ
759.50
731.24
SÃO
P
759.17
BARÃ O
RUA
OS CARL 7 392 800
730.08
726.57
P P
760
A RU
LO
735.03
730.32
7 392 800
TE 729.02
MBA DESE
RUA
732.63
728.06
S JARA
RES
SOA
727.36
726.60
A RU
ME
PRES
726.60
7 392 900
775.64 775.55
775.10
IDEN
728.54
780
765.90
765.90
755.24
IDA AVEN
COS
L NA
CA
727.10
7 392 900
741.52
735.04
8 730.3
727.32
726.54
757.46
7 392 ME 900 LO
750
730.40
V
DE 745.76 745
782.79
780.32 V
773.53
767.27 P
TABA
CPTM
UTO VIAD
RUA
730.36
763.93
758.83
RUA
744.92
RUA
779.93
P
IO
768.73
P
DE
7 393 000 786.90
MÔNA CO
7 392 900 V
JOA QU IM
ROS
ROS
V
7 392 900
IM
736.08 736.04
ROSÁR
761.35 755.47
JOA QU
751.89
739.24
O
V
7 392 900
730.77
BAR
BAR
772.82
RUA
755
M
RUA
743.45
RUA
EIRED FIGU
726.33
7 392 800
A RU
A NID
.75 769
DO 747.14
739.56
734.93
769.24
765.77
RUA
EIRA OLIV
2 730.7
IDA
3
730.59
7 392 900
S PURI
760
4 730.9
TE
AVEN
BRA
V
760
S JARA
IVA SARA
TE
TE
IDEN
PRES
734.62
728.83
NA 719.57
AVE
760
TABA
DE
IDEN
IDEN
PUÍ
M
727.18
BERNIN I
763.34 760.15
747.70
SARA
742.32
DO
730.55
O NDÃ
785.17
785.41 781.35
770.58
763.92
SARA
745.33
735.50
7 392 900
RUA
PUÍ
739.90 735.67
7 392 900
764.55 766.72
RUA 730.64
V
784.25
V
772.31
RUA 765.73
747.36
V V
766.31
747.65
735.65
O BARÃ
727.18
TE
7 393 000
778.58
766.12
7 393 000
FRAN
IDEN
7 392 900
775
UTO
NIO ANTÔ
0
766.9
7 393 000
O CISC
733.98 730.98
PRES
727.69
0
766.8
P
728.36
727.19
784.03
MOÓCA SETOR 032
765.31
P
P
IANO
OTAV
746.41 739.89
785.85
782.80
774.15
P
DE
3 730.8
742.34 735.59
7 393 000
V
NA
A NID
CAN
740
DE
769.47 7 393 000
772.77
PRES
PRES
V
DE
780.67
771.46
8 767.8
7 393 000
759.70
756.43
747.78
730.90
7 393 000
726.50
781.59
772.86 771.13
P
763.67 P
748.30
733.60 753.30
JARÁ
7 393 100 783.14
762.67
735
RUA
7 393 000
728.92
727.11
783.86
783.21
761.10
752.39
739.96
DE
V
762.97
7 393 100
736.76
726.74
S
780.35
781.54
RUA 7 393 000
730.59
729.65
7 393 000
PESTA
P P
782.54
A
755.97 P
733.81
INDÚSTRIA LORENZETTI
7 392 800
760
GES
4 730.8
731.31 731.49
EIDA ALM 727.12
727.19
726.50
P
7 393 100 758.17
PRES
NA 719.51
766.74
749.29
740.22
727.35
RUA
DEU
AN JUM
775.56
767.93 755.41
782.62 7 393 100
V
741.02
GUA
778.63
7 393 100
753.78
741.76
7 393 100
727.74
7 392 900
RUA
JOÃO
BOR
CPTM
P
7 393 100
727.52
DE
778.64 769.31 7 393 100
756.69
739.01
779.60
761.81 P V
EZEQ
745.45
742.10
730.64
729.70
PRAÇA LORENZETTI
782.21
779.33
764.57
752.90 749.80
748.17
742.31
727.86
TE
7 393 200
779.64
760
738.59
733.49
ARN O
IDEN
776.54
768.26
754.63
745
F
750
7 731.2
729.11
781.56
ESCOLA ESTADUAL PANDIÁ CALÓGERAS
766.25
MOÓCA SETOR 028
736.56
UIEL
727.43
775.62
V
7 393 200
747.63
735.99
RUA
7 393 100
V
779.89
781.15
731.85 7 393 100
7 393 200 S RAMO
7 393 200
MA
P
761.83
758.42
732.82
731.50 729.73
TO
COU
SO
779.64
753.76
V
727.96
EZEQU
766.06
RUA
754.70
E
CAMBUCI SETOR 028
728.27 727.91
RU A
AVE
750.61
OND VISC
727.90
R. ALM.
765
P
DR E
728.51
728.03
IDA
7 393 100
727.59
.14 770
755
7 393 200
PO
779.95
779.86
IEL
765
762.88
V
734.44
726.51
770
RUA
7 393 200 731.15
RA
.88
777
TEATRO ARTHUR AZEVEDO
773.98
753.28
735.93
731.82
SUBESTAÇÃO
C
S
777.32
7 393 200
763.62 732.79
7 393 200
7 393 000
7 393 200
728.76 V
INDÚSTRIA ARNO
773.48
RAMO
RUA
1 750.9
RUA
RUA
0 731.4
P
V
746.22
7 393 100
E.
770.21
767.08
769.97
DE
7 393 200
740.49
728.85
RU A PD
762.92
753.76 V
735.55 7 393 200
P
778.84
RUA
735
IDA AVEN
732.50
731.67
730.18
AVEN
775.73
23º33'45"S
749.39
ERIM
INHOM 744.98
731.93
731.19
23º33'45"S
V
731.41
730.17
INDÚSTRIA ARNO
7 393 200
781 .36
336 200
336 200
336 100
336 100
336 000
336 000
335 900
335 900
335 800
335 800
46º36'33.75"W 23º33'45"S
729.79
7 391 000
729.52
730.65
336 900
336 900
337 000
337 000
337 100
337 100
337 200
337 200
337 300
337 300
23º35'00"S 46º35'37.50"W
NEAREST PUBLIC HOSPITAL - HOSPITAL MUNCIPAL DR. IGNÁCIO PROENÇA DE GOUVEIA, RUA JUVENTUS (2,6 km FAR - OUT OF THE MAP; HEADING EAST)
TAMANDUATEI RIVER
BEAN GROWING AREA
PRESIDENTE WILSON AVE.
BEAN PROCESSING SPACE + MARKET + DINING + SOCIAL HOUSING + HOUSE OF CULTURE
NEW TRAIN STATION
RAILWAY PARK
SITE SECTION @ 1 : 500
REF MW DW REF MW DW
49
STEP 1: ANALYZE SITE
50
STEP 2: CONNECT SITE TO URBAN CONDITION
STEP 3: SITUATE SOCIAL HOUSING
STEP 4: MAXIMIZE SITE VIEWS
REF MW
DW
REF
MW
DW
REF
MW
DW
REF MW
DW
REF MW DW REF MW DW
51
52
CAP FLASHING
A
THERMAL INSULATION ROOF JOIST 2" X 12" S.S @ 24" O.C.
SLOPED ROOF GRAVEL BALLAST WATERPROOFING MEMBRANE ROOF DECK
A SLOPED ROOF WELL-ROUNDED GRAVEL BALLAST ROOFING MEMBRANE WATERPROOFING MEMBRANE
DOUBLE PANE GLASS GLAZING
ROOF DECK STEEL ANGLES FACED WITH SHEET BRONZE
EXTERIOR WALL FINISH VENTED AIRSPACE
B
VERTICAL FLASHING
FLOORING FINISH FLOOR JOIST 2" X 12" S.S @ 12" O.C. GIRDER 2" X 12" S.S
BAND 4" X 12" S.S
THERMAL INSULATION 1/2" SHIM SPACE GLASS CURTAIN WALL VAPOR RETARDER CEILING FINISH ROOF JOIST 2" X 12" S.S @ 24" O.C.
B GLASS CURTAIN WALL
FLOOR FINISH
DRIP ADDITIONAL SUBSILL
EXTERIOR WALL FINISH THERMAL INSULATION BAND 4" X 12" S.S ROOF JOIST 2" X 12" S.S @ 12" O.C. GIRDER 2" X 12" S.S
CEMENT PLASTER FINISH
53