Maxwell Djakasaputra ACADEMIC Portfolio 2013 - 2017
1
ALABASTER GLAZING SINGLE PANE GLASS
STEEL MOMENT FRAME RESIST LATERAL FORCE
METAL MULLION PROVIDE RIGID SUPPORT
G
G
SHIMS BEARING CONNECTION FINISH FLOORING
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
5
13
19
25
Heavy Timber High-Rise in the LA Arts District
PERFORMANCE+ STORAGE BOX FOR 32ND ST. SCHOOL
CENTER FOR ARCHITECTURE LOS ANGELES
High Density Housing in the Urban Core
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Archi DETAIL Case
29
itectural L “CHUNK”: e Studies
33 Latin & South America Study Abroad
TABLE OF CONTENTS
E
3
4
Heavy Timber High-Rise in LA Arts District
site: 707 traction avenue Los Angeles, ca 90013 Program: MIXED-USE: OFFICE & DINING Instructor: Olivier touraine Comprehensive studio Fall 2017
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6
SITE PLAN
COMPREHENSIVE SITE PLAN
EXTRUDE. EXTRUDE
FIGURE GROUND PLAN
OFFSET. OFFSET
BUILDING HEIGHTS PLAN
TRIM. TRIM
WIND-ROSE DIAGRAM
TWIST. TWIST
SUN PATH DIAGRAM
LIFT. LIFT
WEAVE. WEAVE
7
WEST ELEVATION
NORTH ELEVATION
A
B
C
E
F
G
H
I
J
K
L
SOUTH ELEVATION
M
N
O
P
Q
R
S
EAST ELEVATION
T
1 REF
2 3 4
DW
5
DW
REF
MW
DW
6 7
DW REF
MW
8
REF
REF
9 DW
10 11 12 13
GROUND FLOOR PLAN
8 GROUND FLOOR PLAN 1/16” = 1’ - 0”
TYPICAL FLOOR PLAN (LEVEL 08) 1/8” = 1’ - 0”
LEVEL 7 (TYPICAL OFFICE) PLAN
ROOF FLOOR PLAN ROOF (BAR) PLAN 1/16” = 1’ - 0”
NORTHWEST PERSPECTIVE
NORTH PERSPECTIVE
SOUTHWEAST PERSPECTIVE
9
10 EXIT
EXIT
EXIT
EXIT
EXIT
EXIT
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8
9
10
11
R
11
EXIT
EXIT
EXIT
EXIT
EXIT
EXIT
1
M
2
3
4
5
6
PERSPECTIVE SECTION
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PERFORMANCE + STORAGE BOX
site//CLIENT: 32ND STREET usc MAGNET SCHOOL 822 WEST 32nd ST. lOS Angeles, CA 90007 Program: PERFORMANCE & STORAGE Instructors: VALERY AUGUSTIN & Charles LAGRECO RESEARCH-DESIGN-BUILD TOPIC studio SPRING 2017
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32nd Street
PARKING
PARKING 32nd ST ENTRANCE
TEAM MEMBERS:
SITE 2
PROJECT ARCHITECTS: MAXWELL DJAKASAPUTRA MILTON VILATORO
SITE 7
PROJECT MANAGERS: HAYLEE BEYNON ALEKSANDR DRABOVSKIY PROJECT DESIGNERS: LUIS GARCIA MAX JACKOWITZ
SITE 9-A
SITE 6
University Way
Shrine Auditorium Parking Lot
SITE 5 SITE 4
EMERGENCY EXIT
SITE 3-B SITE 8
SITE 9-B
SITE 3-A
SITE 1
JEFFERSON ENTRANCE
14
JEFFERSON AVENUE
SITE PLAN
GLULAM COLUMN 1X4 BLOCKING WHITE ALUM SHEATHING
WATER PROOFING
1/2” DOWEL
WHITE ALUM SHEATHING
1X4 BLOCKING WEATHER PROOFING
CNC RIB JOINT
2X4 HEADER
1/2” DOWEL
GLULAM COLUMN CNC GLULAM JOINT
A 1
A 3
A 1
1X4 BLOCKING
GLULAM COLUMN
A 3
1/2” DOWEL WEATHER PROOFING
1/2” DOWEL
WHITE ALUM SHEATHING
3/4” PLYWD
3/4” PLYWD
0'-11"
0'-6"
0'-7"
2X6 FRAMING
2X6 LAMINATED FRAME
LEVELING CASTER 3”X1-3/16”
LEVELING CASTER 3”X1-3/16”
A 2
CONNECTION POINT SECTIONS
A 4
0'-5"
A 2
A 4
15
16
12 17c
17c
01
17d
17c
11 17e 18 22
13
23
09
18
25
17a
19
17c
15 17a 17b
16
13 14
09
09
01
01- 3” PHILIPS SCREW 02- 2x6 BASE FRAMING 03- NYLON LEVELING CASTER 04 1/2” BOLT 05- 2x6 BLOCKING 07- 3/4” PLYWD PLATFORM 08- NOTCH FOR COLUMN 09- RIB JOINT 10- 1/2” DOWEL 11- 1/4”X1-1/4” BATT & BOARD 12- 1/2”- 3/4” NAIL 13- 1/2” FINISH PLYWD 14- 3/4” GLULAM RIB 15- 1/2” DOWEL HOLE 16- 2” EXTERIOR DECK SCREWS 17- WHITE ALUM SHEET a. 48”x48” b.23-1/2”x38” c. 48”x38” d.51”x48” e. 23-1/2”x48” 18- 3/4” SHEET METAL SCREW W/ RUBBER WASHER 19- 1x4 SHEATHING WOOD 20- 2x4 DBL HEADER 21- 2x4 COLUMN 22- 2x2 DOOR FRAMING 23- BLACK DOOR HANDLE 24- BALL TRANSFER 25- DOOR HINDGE 26- ADJUSTIBLE DOOR STAY 27- CLOSET TRACK
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01 15 14 10
14 21
11 10
12
09 27 01
06
11
07
01
26 19
08
19
13
12
06 01 06
02
1
17
02
22
25
24
23 18
26
17
02 02
05
EXPLODED ASSEMBLY AXONOMETRIC
01
02 01
03 04
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CENTER FOR ARCHITECTURE LOS ANGELES (CALA)
site: 1ST STREET BRIDGE Los Angeles, CA Program: MIXED-USE: museum, office, education, dining Instructor: Charles lagreco Integrative studio SPRING 2016
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SITE PLAN
TERRACE
EXHIBIT HALL
LIBRARY CLASSROOMS LECTURE RETAIL LOBBY HALL
CAFE/TERRACE
FABRICATION LAB
SEMI PRIVATE
RESTROOM
BOARD ROOM
TERRACE
ADMINISTRATIVE OFFICES
EXECUTIVE OFFICES
LOBBY
PUBLIC
PRIVATE
BOYLE HEIGHTS
CALA
OUTDOOR TERRACES
PROGRAM DIAGRAM
20
OVERHANGS
ARTS DISTRICT
FORMAL DIAGRAM
SAW TOOTH SKYLIGHT ROOF
STUCCO
TRUSS FRAME
GLAZING
AXONOMETRIC SECTION CHUNK FLOOR PLANS
OPERABLE LOUVERS
CIRCULATION DIAGRAM
FACADE “CHUNK” AXONOMETRIC
21
SECTION C-C
B
B
A A
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SECTION A-A 1/16” = 1’ - 0”
SECTION B-B 1/16” = 1’ - 0”
SEC 1/1
1/8” = 1’-0” SECTION MODEL
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24
HIGH DENSITY HOUSING IN THE URBAN CORE
site: EL PUEBLO DISTRICT 1000 ALAMEDA ST. LOS ANGELES, CA 90012 Program: SOCIAL HOUSING Instructor: LORCAN O’ HERLIHY HOUSING studio Fall 2015
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SECTION A-A 3/32” = 1’ - 0”
SECTION A-A SECTION B-B 3/32” = 1’ - 0”
26
SITE PLAN
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
TYPE A UNIT
MULTI-UNIT HOUSING. TYPICAL DONUT TYPOLOGY. NO SENSE OF SINGLE FAMILY HOME. NO ENGAGEMENT OF PUBLIC SPACE. ONE BEDROOM TYPE A & B UNITS 768 SQ. FT.
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”
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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
ARCHITECTURAL DETAIL “CHUNK”: CASE STUDIES
G
G
SHIMS BEARING CONNECTION FINISH FLOORING
sites: USC RELIGIOUS CENTER LOS ANGELES CATHEDRAL resor HOUSE
E
E
Program: RELIGIOUS SPACES, RESIDENTIAL Instructor: SELWYN TING ARCHITECTURAL TECHNOLOGY PARTNER: SAMANTHA LEE
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
SPRING 2016 FOUNDATION
los Angeles cathedral, Rafael moneo
29
ARCH 411 TING
ARCH 411 TING
USC RELIGIOUS CENTER_ENCLOSURE & BOUNDARY STRATEGIES
MAXWELL DJAKASAPUTRA & SAMANTHA LEE
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
THERMAL CONTROL 92 louvers as roof to diffuse direct light into space
REINFORCED CONCRETE MASONRY WALL CREATES VISUAL CONNECTION WITH SURROUNDINGS
Reduces direct heat into space
CONCRETE FOUNDATION WITH GRAVEL
SOLAR CONTROL
MOISTURE BARRIER BETWEEN SOIL AND FLOOR SLAB
South facade is consisted of opaque masonry units as shade East and west facades open up to maximize direct daylight North facade frames a central, inner courtyard
WATER INFILTRATION
C-CHANNEL
SEAMLESS FINISH AT PERIMETER
STEEL TUBE MOMENT FRAME
PROVIDES BOTH WAYS OF LATERAL RESISTANCE
All corners of roof slope 2% downward towards south facade, and down the masonry wall
STEEL FRAME
VERTICAL DIAPHRAGM
ALUMINUM MULLIONS
STABILIZE GLASS CURTAIN WALL
3x12 #2 DF-L JOIST
SECONDARY LOAD TRANSFER MEMBER; HORIZONTAL DIAPHRAGM
LOUVER
SUNSHADING DEVICE
AIR INFILTRATION Double height space allows natural ventilation
BEAM
PRIMARY LOAD TRANSFER MEMBER; HORIZONTAL DIAPHRAGM
EAST-WEST LATERAL FORCE
BLOCKS NAILERS DOUBLE PLATES
INTERIOR NORTH-SOUTH LATERAL FORCE
EXTERIOR
EXTERIOR BUILT-UP ROOFING
KEEPS OUT HEAT AND WATER; COST-EFFECTIVE; EASY INSTALLATION
WOOL BATT INSULATION THERMAL CONTROL
STUCCO SEAMLESS ARCHITECTURAL FINISH
ACOUSTIC TILES SOUNDPROOFING
GYPSUM BOARD NON-COMBUSTIBLE CORE CREATES CONTINUOUS SURFACE
STUD WALL PROVIDES VERTICAL DIAPHRAGM
usc religious center, killingsworth, brady & associates 30
4'x8' PLYWOOD SHEALTHING STRENGTHENS SHEAR RESISTANCE
of extended ts that are tight
e inserted at structure is nsparency into uses local entative of he
A
B
SLOPED ROOF WELL-ROUNDED GRAVEL BALLAST
ELDSTONES
GLASS CURTAIN WALL
7/16" THICK ZIP SYSTEM SHEALTHING
ROOFING MEMBRANE WATERPROOFING MEMBRANE
AIR GAP
ROOF DECK
ARCH 411 TING
FLOOR FINISH
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
DRIP SOLE PLATE SHEALTHING
EXTERIOR WALL FINISH VENTED AIRSPACE
PROJECT STATUS
ADDITIONAL SUBSILL
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.
DOUBLE END JOISTS
VERTICAL FLASHING
EXTERIOR WALL FINISH DOUBLE TOP PLATE
1
THERMAL INSULATION UN-FACED ROCK BATTS
1/2" SHIM SPACE GLASS CURTAIN WALL
THERMAL INSULATION BAND 4" X 12" S.S ROOF JOIST 2" X 12" S.S @ 12" O.C. GIRDER 2" X 12" S.S
2
3
VAPOR RETARDER CEILING FINISH ROOF JOIST 2" X 12" S.S @ 24" O.C.
ARCH 411 TING
CEMENT PLASTER FINISH
MIES VAN DER ROHE_ROSER HOUSE_WALL SECTION
MAXWELL DJAKASAPUTRA & SAMANTHA LEE
CAP FLASHING
SLOPED ROOF GRAVEL BALLAST WATERPROOFING MEMBRANE ROOF DECK
A THERMAL INSULATION ROOF JOIST 2" X 12" S.S @ 24" O.C.
UNPAINTED REDDISH BLACK CYPRESS BOARDING UN-FACED ROCK BATTS DOUBLE PANE GLASS GLAZING
STEEL ANGLES FACED WITH SHEET BRONZE
WELL-ROUNDED GRAVEL BALLAST
B DOUBLE END JOIST
CAP FLASHING
A THERMAL INSULATION
ROOF JOIST 2" X 12" S.S @ 24" O.C.
SLOPED ROOF GRAVEL BALLAST WATERPROOFING MEMBRANE ROOF DECK
DRYWALL AIR CAVITY 7/16" THICK ZIP SYSTEM SHEALTHING ROUGH FIELDSTONES
ROOF JOIST 2" X 12" S.S @ 24" O.C.
ROUGH FIELDSTONES
WATERPROOFING MEMBRANE
ROOF DECK
C FLOORING FINISH
UN-FACED ROCK BATTS
FLOOR JOIST 2" X 12" S.S @ 12" O.C. GIRDER 2" X 12" S.S
ROOF GIRDERS UNPAINTED REDDISH BLACK CYPRESS BOARDING
BAND 4" X 12" S.S UNPAINTED REDDISH BLACK CYPRESS BOARDING
FLOORING FINISH
CEMENT PLASTER FINISH
UN-FACED ROCK BATTS
12" STEEL W12x24 3.97" WIDTH, 1/4" THICK
DOUBLE PANE GLASS GLAZING
DOUBLE PANE GLASS GLAZING
STEEL ANGLES FACED WITH SHEET BRONZE
1 UN-FACED ROCK BATTS
B
EL BALLAST
S @ 24" O.C.
C ROUGH FIELDSTONES MORTAR
SCALE 1/2" : 1'-0"
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.
DOUBLE END JOIST
RESOR HOUSE, MIES VAN DEr ROHE
DRYWALL AIR CAVITY 7/16" THICK ZIP SYSTEM SHEALTHING ROUGH FIELDSTONES
31
32
LATIN & SOUTH AMERICA STUDY ABROAD
Countries: MEXICO, PERU, BRAZIL Program director: JAMES STEELE SUMMER 2016
33
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725
731.05 731.62 732.88
7 391 400
728.65
734.10
757.23
763.03
DO
IPIRANGA SETOR 040
V
729.51
728.78
728.42
728.49
728.30
731.91
733.67
RUA
P
V
728.66
736.87
761.93
762.20
PRAÇA DO MONUMENTO
.50 728
A NID
7 391 300
7 391 300
V
740.07
IPIRANGA SETOR 040
BOM
756.30
758.29
728.50
728.92
729.71
727.54
728.15
NA 720.68
728.89
729.32
728.24 728.62
731.41 V
732.60
V
COSTA
756.94
725
7 391 300
7735.08 391 300
E.M.E.I. DOM PEDRO I
735.80
ITUANOS
750.60
763.21
730.53
733.17
TRIBUNAL DE JUSTIÇA DO SÃO PAULO DIVISÃO TÉCNICA DE ARQUIVOS
744.10
754.80
7 391 400
728.92
728.33
728.52
7 391 400
728.44
738.82
IM
747.20
757.20
757.37
AVE
AM
755.53
7 391 200
729.08
730.37
RUA 754.26
7 391 400
730.81 731.04
733.54
742.21
755.43
725
733.64
733.70
734.11
A.R. IPIRANGA NAE 1
RUA
7 391 100
RUA 730.71
AGOSTINHO
MONUMENTO
742.78 743.85
7 391 400
728.81
736.24
747.90
RUA
P
FORD DO BRASIL LTDA. (DESATIVADO)
729.65
729.47
730.28
729.67
735.88
729.38
730.07
732.40 733.05
735.20
749.76
729.29
729.26
728.32
V
735.62
PRAÇA NAMI JAFET
BE
751.97
46º35'37.50"W 23º34'41.25"S 46º35'37.50"W
729.65
7 391 400
7 391 400
CLUBE DA CIDADE BALNEÁRIO DO IPIRANGA
739.86
741.10
750.33
337 300
7 391 500
728.53
730.52
735.63 741.01 742.59
752.31
337 300
337 300
7 391 500
728.49
728.24
730.75
747.09
754.59
337 300
729.83
728.62
728.69
734.44
736.21
746.52
750.77
337 200
730.10
729.41
728.66 728.35
DOS
736.10 735.46
749.75
337 200
337 200
729.29
728.84
736.07
736.42
NJ
337 200
729.31
729.13
7 391 400
735.25
744.60
730.11
337 100
729.38
728.47
729.13
5
735.03
747.15
337 100
727.92
728.36
7 391 500
728.48
73
736.03
737.50
746.76
337 100
337 100
728.22
734.35
736.26
V
337 000
728.44
728.70
728.62
730.57
733.79
734.81
V
337 000
337 000
SOROCABAN
733.33
RUA
P
739.17 739.50
337 000
728.87 728.59
730
731.67
OS
733.24
7 391 400
733.88
S
736.46
RU A
750.44
728.55
733.72
738.32
7 391 200
727.84
728.60
729.19
731.85
732.24
732.19
VIEIRA
BARATA
735.21
7 391 400
DOS
745.89
746.60
730.21
336 900
728.42
7 391 500
7 391 500
730.85
731.68
SOROCABANO
C
738.51
CAPELA DO BOM JESUS DO HORTO
729.29
336 900
336 900
728.87
7 391 500
729.67
734.27 734.15
736.04
RUA
747.26
728.78
729.44
734.45
PRAÇA DO MONUMENTO
725
RUA
V
734.71
7 391 300
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
731.49
733.54
V
739.76
744.53
336 700
728.50
733.48
7 391 500
734.49
737.42
743.40
336 700
336 700
733.32
P
734.50
PA
738.44
737.72
336 700
728.17
BENTO
BOM
DO
736.74 736.10
740
731.38
730.30
733.19
733.81
ST OR
PARQUE INDEPENDÊNCIA
336 600
734.46
737.58
738.75
336 600
336 600
7 391 600
FORD DO BRASIL LTDA. (DESATIVADO)
729.40
727.76
728.83
730
336 600
734.19
734.77
738.30
737.84
SON
336 500
730.16
730.22
729.80
P
737.96
WIL
RUA
RUA
PRAÇA
736.35
GREGÓRIO
DE
738.10 TV. MANSUETO
ADO EST
733.08 336 500
336 500
729.41
729.71
728.51
728.03
728.89
733.20
336 500
733.54
736.80
O
336 400
P
736.07
736.28
AD EST
336 400
336 400
MINISTÉRIO ÁGAPE IGREJA BATISTA DO IPIRANGA
736.95 737.67
745
336 400
732.91
734.70
7 391 300
BUENO
733.70
733.69
7 391 500
P
737.07
728.66
730.38
7 391 500
734.10
735.87
736.37 736.34
7 391 500
7 391 600
730.43 729.23
728.42
728.60
P
CIPRIANO
736.07
737.70
728.67
728.05
729.44
734.17
734.52 736.31
737.03
733.51 C
336 300 46º36'15"W 23º34'41.25"S 23º34'41.25"S 46º36'15"W 336 300
734.49 735.50
736.13
7 391 600
7 391 600
728.31
728.03
728.78
RUA
735.66
735.47
729.96
728.92
728.50
728.24
O IFEST MAN
336 200
728.26
728.60
V
731.69
7 391 500
7 391 400
336 200
336 200
733.88
734.96
RUA
735 735.20
7 391 400
336 200
731.13 732.43
SILVA
336 100
733.70
336 100
336 100
RUA
734.87
7 391 600
7 391 600
728.17
728.06
733.02
733.29
V
PAULISTANOS
GOMES
336 100
730.63
730.63
728.35
733.54
LEAIS
VIEIRA
PASTOR
730
336 000
730.18
730.45 730.60
730.01 728.05
RUA
BARATA
AGUIAR
730
734.25
336 000
336 000
730.25
729.26
728.80
PAUL
730.11
733.84
733.19 733.37
RUA
733.93 734.02
LEAIS
733.87
336 000
730.45
728.80
730.27 728.83
727.88
OS
ISTAN
729.65
732.49
734.10
RUA
734.34
.58 728
733.72
733.61
7 391 600
733.46
NA 725.54
335 900
.39 728
7 391 600
733.67
733.55
335 900
730.22 728.80
728.29
729.11
733.25
335 900
Í
40
728.91
7 391 700 729.45
728.85
734.05
7 391 500
729.39
728.90
NA 720.89 729.67
V
733.87 NA 733.89 733.69
733.84
7 391 600
335 900
7 391 700 728.47
733.84
733.74
734.21
7 391 700
ATEÍ DU AN TAM
BOM
7 391 600
733.70
729.25
728.71
729.43
728.80
733.58
BENTO
734.22
734.05
730.33
728.70
729.90
V
729.67
733.68 734.19
734.10
S
IRIR
728.
733.72
733.97
732.72
731.93
CAD
.43 728
733.38
733.93 733.67
7 391 700
730.85
730.12
731.22
NA 725.48
PAULISTANO
.36 728
.33 728
GINÁSIO
7 391 700
730.21
729.12
7 391 700
727.74
730.36
733.78
7 391 700
733.55
733.87
733.61
733.21
734.10
730.76 730.58
730.31
733.49
730
7 391 700
729.67
729.69
733.76
LEAIS
.43
E
RIO
730.40
730.24
V
733.31
733.86
RUA
ENT
DO
V
730.37 728.64
733.41
V
SETOR 040
731.53 728.55
NA 720.83
728.67
733.41
733.37
733.45
734.81
SID
7 391 700
733.79
335 800
728
.24 728
PRE
RUA
RUA
7 391 700
730.98
335 800
729.81 728.43 728.68
731.72
PRAÇA DO MONUMENTO 335 800 46º36'33.75"W 23º34'41.25"S 46º36'33.75"W NA 725.49 335 800
.29 728
DO
ONA ORIZ
AGOSTINHO
728.60
2
P
733.83
734.26
731.69
730.64
728.65
728.51
729.39 730.37
P
730.74
V
7 391 800
730.67
728.67
728.43
TABOR
728.67
7 391 800
729.50
730.82
V
733.48
731.83
731.19
7 391 800
731.68
730.18
7 391 800 727.59
TABOR
732.86 733.32
RUA
731.84
730.82
730.47
730.21
729.32
729.62
V
733.44
732.26
ÔNI ANT
729.43
729.28
728.35
728.48
728.63
IPIRANGA SETOR 040
CLUBE ATLÉTICO YPIRANGA
732.68
733.39
733.52
PRAÇA DO MONUMENTO
7 391 800
NA 720.75
733.19
733.02
O
728.58 7 391 800
729.56
732.25
733.38
731.56
7 391 600
730.17
728.83
728.71
731.86
732.86
733.07
729.77
733.43
7 391 600
731.79
ZZI
ARI
CHI
730.31
730.14 727.64
732.65
7 391 800
733.47
733.90
729.45
728.51
733.82
733.33
V
7 391 900
RUA
733.33
731.70
PLAN
730.28
728.38
733.75
731.75
7 391 900
MOÓCA URBAN SETOR 032
728.65
729.49
7 391 900
729.49
728.22
731.75
733.11
731.22
DUFER S/A. EMPRESA DO SISTEMA USIMINAS
729.82
728.48 NA 720.70 729.35
732.88
7 391 700
730.49
729.34
7 391 900
7 391 900
728.77
729.51
733.14
731.74
7 391 900
729.36
730.64
732.84
731.59
7 392 000
730.24
728.28
7 391 800
732.53
RUA
730.73
731.07
730.31
727.63
732.72
730.40
731.46
A NID
44
729.49
733.40
731.35
7 392 000
731.25
730.46
728.48
NA 720.68
731.45
733.73
731.64
V
730.79 729.58
729.96
731.52
730
7 391 800
731.30
PÇ. ENG. GARCIA
730.74
728.31
727.86
732.79
733.33 733.36
IGREJA MATRIZ NSRA. DAS DORES
732.86
733.17
728.91
731.50
732.42
V
728.75
NA 724.96
NA 725.05
AVE
728.
RUA
732.53
732.83
CIPRIANO
V
730.87
V
FICO
7 391 800
729.06
7 392 000
7 392 000
728.42
727.68
732.33
733.47 733.63
729.09
7 391 700
.41 728
V
V
732.83
732.83
729.48
NA 724.79
MBÉ
732.72
729.35
728.11
7 392 000
7 392 000
733.48
730.80 731.34
731.34
RUA
V
V
733.65
COSTA
CORREIA
731.41
731.26
728.30
727.27
7 391 900
RUA
728.78
FARIA
ACAÇA
V
ATLANTE
733.62
727.75
MANOEL
A NID
DO
V
733.10
733.10
733.30
TV. 728.47
7 391 900 V
733.38
DO
733.42
733.51 729.24
7 391 800
LA
SETOR 035
V
V
729.42
7 392 100
729.43
GUE
727.49
RUA
728.45
731.37
V
728.64
728.29
46º35'37.50"W 23º34'22.50"S 46º35'37.50"W
732.37
MOV. TERRA
728.86
727.69
727.64
733.56
NA 724.57
727.78
337 300
730.81
728.24
733.21 732.86
727.48
728.20
337MOV. 300 TERRA
337 300
731.80
ARIR
727.67
MESQUITA FILHO
730.84
RÓS
728.44
7 391 800
337 300 734.63
731.17
731.45
732.86
733.36
733.74
730.72
731.12
728.76
7 391 900 E.E. JÚLIO DE
730
731.84
732.68
QUEI
337 200
731.18
729.25
728.86
727.58
A
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732.85
R O
337 200
337 200
728.28
727.83
732.90
733.89
PEDR
727.56
337 200
728.71
7 391 900
V
733.61
V
TV.
727.61
337 100
CONAB MINISTÉRIO DA AGRICULTURA
727.87
728.44
RUA
728.23
337 100
337 100
7 392 100
728.59
728.34
RUA
728.71
RUA
729.76
LA
CASTRO 727.50
ES
MAGALHÃ
727.74
PEDRO
7 391 900
337 100
729.40
727.48
RUA
INEZ
733.17
731.19
729.51
731.21
728.57 727.90
NA 720.67
V
NA 724.33 727.31
337 000
727.25
IPIRANGA SETOR 035
V
727.38
337 000
337 000
729.07
728.53
V
728.30
728.44
727.67
SA RE
728.41 729.41
MART
729.32 727.81
727.92
JANUÁRIO
CÔNEGO
CÔNEGO
RUA
E.E. JÚLIO DE MESQUITA FILHO
TV.
728.47 729.22
SA RE
727.32
729.71 728.72
727.57
727.53
IDA
729.29
729.71 728.26
727.12 727.89
7 391 900
L NA
LEME
727.11
NA 724.18
727.10
727.63
727.37 727.90 727.17
727.64
727.58
730
727.74
1
NA 720.63
727.86 727.86
7 392 000 RUA
JANUÁRIO
727.57
731.49 731.34
337 000
728.36
MOÓCA SETOR 032
728.40
728.25
7 392 000
7 392 000 727.42
730.40
727.88
728.09
727.24
728.07
RUA
4 729.5 727.92
7 392 000
727.77
727.72
728.31
336 900
7 392 100
728.35
727.32
727.86
V
C
727.74
727.83
336 900
336 900
727.87
727.76
727.81
728.05
727.60
730.67 ELETROPAULO ESTAÇÃO DE TRANSFORMAÇÃO DE DISTRIBUIÇÃO MONUMENTO
728.63
NA 720.60
727.73
GARCIA
727.18 726.87
UH
BBO
CHA
729.31
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TV.
727.44
727.30
O
ECCI DIO EGY
336 900
729.19
727.89
727.78 727.32
727.30
727.25
728.09
RUA
O CHIC
336 700
727.56
728.24
728.37
EN AV
730.47
46º35'56.25"W 336 800 23º34'22.50"S 23º34'22.50"S 46º35'56.25"W 336 800
336 700
728.32
727.25
727.64 726.79
P
336 700
336 600
CA
TENENTE
RUA
727.78 730
730.59
728.78
7 392 100
728.84
728.19
727.18 728.33
726.67 727.94
7 392 000
P
336 600
727.62
728.09
728.48 727.68
V
726.88
RUA
336 500
AVE
727.57
729.74
7 392 000
336 500
RUA
7 392 100
727.61
RUA
727.28 727.18
336 400
729.83
7 392 100
V
NA 724.09
336 400
IDA
POLIS
727.11
726.85
EIRA
MOR
727.17
725
729.11 728.71 727.71
RUA
P
E JORG
NA 728.39
726.83
DE
726.86 726.93
GUARDA
726.90 727.14
726.80
727.49
728.76
727.39
DE HONRA
336 700
336 600
336 600
EN AV
NA 723.85
727.57
728.24
43
336 200
727.25 HONRA
RIBE
RUA
728.07
728.
336 200
CONAB MINISTÉRIO DA AGRICULTURA
D
336 200
336 500
FOR
336 100
RY HEN
336 100
336 100
336 500
.36 728
336 100
730.63
732.87 730.38
727.83
SON
336 000
336 400
728.37
729.14
WIL
336 000
336 000
O
336 000
ESTAD
335 900
336 400
7 392 200
732.67 731.73
732.47
730.80 728.39
728.30 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
729.42
728.06
728.20
727.78
7 392 100
729.46
728.17
727.67
G.
335 900
335 900
R. ANTÔNIA DOS SANTOS
BARATA
A
BUENÓ
727.08
335 900
GOMES
CRISTINA
HELEN
R.
727.35
728.27
ESTADO
A MARI
3
727.4
727.68
727.46 336 200
727.88
NA 720.57
727.70
727.56
727.33 726.82 727.21
728.70
727.79
A NID
CRISTINA
727.88
726.71
730
729.09
AVE
TV.
NA 723.67
726.55
730.40
727.83
727.47 726.76
7 392 200
.34 728
726.89
726.72
731.67 730.89 730.57
7 392 200
ATEÍ TAMANDU
726.85 726.70
730.84
728.36
IPIRANGA SETOR 035 7727.84 392 200
730.89
728.43
727.90
727.55
726.59
726.48
7 392 200
7 392 200
729.40
728.51
727.31 C
727.17
7 392 200
7 392 200
727.67 727.67
727.60
727.85
727.69
730.89
731.78
7 392 200
RUA
726.69
726.42
728.78 728.90
726.56
726.59 726.60
731.48
729.26
729.24
.24 728
726.68
726.64 726.39
731.40 730.90
731.02
728.24 728.31 728.38
728.38
726.62
726.68
726.51
V
730.20
730.20
730
729.29
FAVELA
RIO
DE
726.39
7 392 300
727.68
727.50
PAULO RUA BARBOSA
BARBOSA
726.82
726.70
726.27
726.39
731.50
731.04
FOR
DO
728.62 727.93
728.36 727.34
NA 723.60
ÊNIO EUG
730.42 730.26
729.40
IRO
NR
E
DO
725
AGOSTINHO
NA 720.55
726.44
7 392 300
730.20 729.32
726.17
O MEL
7 392 300
7 392 300
728.62 728.60
727.42 728.17
726.19
731.64
731.44
7 392 300
7 392 300
728.50
728.48
728.74
728.06
GEN
HE
ENT SID
7 392 300
7 392 300
NA 723.52
727.09
7 392 200
O NT SA
PRE
725
L NA
728.30
7 392 300
7 392 300
727.36
727.56
727.11
727.07
727.30
735.86
730.92
730.20
726.62
LON
7 392 400
729.22
727.70
727.10
729.65
ODI
735.67 731.50
728.24
727.32
726.14
DR.
RU A 731.44
NIDA
AVE
726.59
730.12
727.04
SOARES
727.06
CIPRIANO
TEREZA
729.69
727.09
7 392 400
740.50
731.04
729.87
731.42
HIPÓLITO
CA
TEREZA
RUA
727.50
7 392 400
52
TATINI 726.78
RUA
7 392 300
7 392 100
7 392 400
729.20
728.57
730.50 727.06 727.06
IPIRANGA SETOR 035
726.44
335 800
74
5
726.09
726.50
335 800
0
735.56
728.
7 392 400
726.36
335 800
74
735.54
728.52
728.50
DAUNT 726.37
RDO
RICA 726.36
DR.
335 800
E
5
728.10
726.55
727.09
727.76
P
NT
73
730.90
730.80
729.84
SECRETARIA DE ESTADO DA CULTURA DIVISÃO DE ARQUIVO DO ESTADO ARQUIVO INTERMEDIÁRIO
727.40
7 392 400
7 392 500
MO
MOÓCA SETOR 032
729.87
7 392 400
728.38
728.17
7 392 400
46º36'33.75"W 23º34'22.50"S 46º36'33.75"W
LO
728.34
7 392 400
728.18
727.82
728.12 728.26 726.64
GU
731.10
729.12
CIA. SUDESTE DE ARMAZENAGEM DISTRIBUIÇÃO E LOGÍSTICA
728.54
729.17
7NA 392 400 720.54
A ID EN AV
RUA
NA 723.31
726.32
726.98
LÓ
CIA. AUXILIAR DE ARMAZÉNS GERAIS
728.44
730.44 7 392 400
7 392 500
755.28
736.02
0
725
727.54
SÉ
P P
731.08
730.82
75
729.04 727.42
727.54
729.20
RY HEN
728.48
730
TA MAN DU AT
727.04
726.46
V
727.09
727.03
JO
DR.
RUA
726.42
V
726.74
TO
RUA
729.26
MOÓCA SETOR 032
728.48
O
726.07
BARRE
7 392 500
7 392 500
732.20
POLÍCIA CIVIL DIVISÃO DE TRANSPORTES
729.58
EST AD
727.14
LIMA
7 392 500
7 392 500
728.18
7 392 500
728.67
NA 720.23
LI
PE RE S
DE
728.78
729.24
728.60
728.70
7 392 500
727.14
LE
S BARRO
7 392 500
ADR IANO
7 392 500
728.58
727.09
727.64
726.89
PO
757.49
750.52
DE
732.10
MÁRIO VERDADE
PRAÇA MARTINS
727.70
726.42
RIS
RU A
740.21
COMPANHIA BRASILEIRA DE ARMAZÉNS GERAIS LTDA. C.B.A.G.
729.28
RUA
AVENIDA
DO
727.12
726.58
MA
735.08
729.08
RUA
RUA 727.02
DIL
729.28
728.76
728.12 727.42
727.54
727.39
7 392 600
754.69
729.96
729.26
729.06 729.26
729.14
RIO
728.38 727.12
727.21
RU A NIO 747.49
ANTÔ
728.58
727.68
727.13
7 392 100
749.90
745
734.67
7 392 600
729.22
729.14
NA 719.63 727.44 728.02
7 392 500
RUA
757.94
745
745.72
7 392 500
L
744.74
729.48
7 392 600
7 392 600
GO
727.96
728.02
726.31
ERA
752.40
P
NE
RÃ O
NA 723.21
727.02
UES 755.26
CÔ
BA
7 392 600
RU A
7 392 600
P
755
RUA
COS
L ICIPA A MUN NAL EITUR REGIO 29 PREF ETARIA 727. SECR
727.12
726.24
MARQ
ICA 730
730
729.06
7 392 600
DO
726.68
727.14
AZEV
738.11 734.28
733.54
744.84
727.10
7 392 200
V
740.80
SÍL
E
A NID
ENT
AVE
SID
A NID
RUA
DO
46º35'37.50"W 23º34'03.75"S 46º35'37.50"W
7 392 700
728.68
727.24
727.06
337 300
V
729.20
729.08
727.96 728.50 728.52
727.01
337 300 760
337 300
Í
AVE
PRE
O PINT
AVE
7 392 600
SETOR 032
728.92
7 392 300
337 300
CELS
DE
729.08
727.35
726.60
337 200
V
727.84
727.08
726.42
337 200
337 200RUA
734.67
7 392 600
7 392 400
337 200
O
RU A
728.62
E
SID
PRE
727.24
NA 722.47
753.52
337 100
750
753.62
740
IRIR CAD
729.67
QUES
337 100
337 100 337 100
P
PROJETO SOCIAL C.I.E.E.-PEC
RU A
730
729.60
SA
336 900
336 900 336 900
OAB-SP PROJETO SOCIAL C.I.E.E.-PEC
7 392 700
752.70
LES
NT O
OAB-SP PROJETO SOCIAL C.I.E.E.-PEC
336 800 46º35'56.25"W 23º34'03.75"S 23º34'03.75"S 336 800 46º35'56.25"W
RUA
RUA
PIA
729.92
336 400
ETIÓ
336 300
7 392 700
AZEV
NIO
SA
336 300
ENT
IDA
727.37
769.90
DE AN TÔ
730
728.58
TO
PIN
0 74
729.88
E
Í
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
751.14
GO
IRIR
336 200
A LIM
A COST
AV EN
727.14
ES
P
V
O
NE
CAD
336 200
336 200
90
336 200
729.
336 100
S. PRE SON
PERE
728.54 727.54
727.10
756.20
V
CELS CÔ
PROJETO SOCIAL C.I.E.E.-PEC
NT
735
WIL
IDA
336 100
336 100
. PRES
NA L
RUA
AV EN
CA
336 100
727.24
727.84
725
0
336 000
IRA
PRE
720
72
336 000
336 000
IPIRANGA
729.12
727.20
336 000
RUA
72
726.68
TA
BATIS
AV.
335 900 S.
5
PRAT
750.04
750
RU A
V
MO 7 392 700
D
EIRA
335 900
P
DE
7 392 700
728.27
RUA 728.08 335 900
335 900
727.80
5
RÃ O
730.32 729.50 7 392 700
FOR
PER
EÍ
O AD EST
DO
RUA 74
BA
730
7 392 700
726.92
TA
RU A
729.12
SON WIL
TO PIN
AT DU MAN TA
.25 726
ES
770
04
P
734.40
P
IPIRANGA SETOR 032
ENT
SID
PRE 727.34
NA 719.58
726.25
727.47
765
P
LO
NT O
730.32
728.29
V
E
335 800
727.47
.48
775
5
730.
RIO
DO
727.22
726.78
728.06
335 800
335 800
770
R
73
RY HEN
P
ME
SA 730.52
7 392 800
764.48
DE
DE
750.17
335 800
P
755.10
JO AQ
UIM
P
0
BAT
727.74
728.06 728.08
IPIRANGA SETOR 035
785 .58
EMB DES
RAS AJA
A NID
JO AQ 752.67 75
ISTA
RUA
727.67
772.79 760.26
755
726.50
727.88
7 392 700
726.31
34
TAB
AVE
OS RL CA
730.52
NA 719.62
GRUPO METROPOLE FLUVIAL STUDIO
RUA
O
SÃO
DO
A NID
DO
AVE
PER 728.63
7 392 600
instructors: JAMES STEELE (usc) ALEXANDRE DELIJAICOV (FAU-USP)
7 P392 800
7 392 800
734.58
726.60
727.02
PARTNER INSTITUTION: Faculdade de Arquitetura e Urbanismo - Universidad de Sao Paulo (FAU-USP) GRUPO METROPOLE FLUVIAL STUDIO
BS CONTINENTAL FÁBRICA DE FOGÕES
O DUT VIA
7 392 800
735.82
EIRA
P
COND
E
UIM
SÃO
7 392 800
726.57
46º36'33.75"W 23º34'03.75"S 46º36'33.75"W
7 392 800
7 392 800
NTE
731.24
729.02
R. ALM
P
760.09
MO
ENT
NA 719.57
780.79 759.17
760
760.36
7 392 800
730.08
E
ANA . PEST
759.50
M
M
PRE
726.60 728.54
727.69
RED
M
38
TA
7 392 800
726.60
7 392 900
DO DO
CAR
SID
728.54
726.50
P
CAMÉ
759.32
RU A
740
735.24
7 392 900
775.64 775.55 P
P
RU A 745
DE
773.53
767.27
765.90
765.90
760
A RU
ÃO
SETOR 032
LOS
0
784
A
UEI FIG
CPT
730.
COS
7 392 800
V
755.24
BAR
RUA 735.03
730.32
78
775.10
ME LO
735.04
RUA
732.63
780.32 V
P
RUA
A RU
741.52 750
730.40
763.93
758.83
757.46
745.76 745
727.36
728.06
727.08
PROGRAM: CULTURAL CENTER, housing
730.36
P
DE
UIM
DE
RUA
RES
SOA
TA
L NA
COS
CA
727.10
7 392 900
7 392 900
V
JO AQ
736.08 736.04
727.32 V
7 392 900
7 392 ME 900 LO
UIM
744.92
739.24
768.73
RUA
VEIR
72
O DUT VIA
RUA 726.54
7 392 800
JO AQ
751.89 743.45
734.93
7 392 900
730.77
MÔN ACO V
739.56
V
7 392 900
RUA
OLI
730.
730.59
RUA
94
E
A NID AVE
site: Av. Presidente Wilson, 2237 Mooca, São Paulo - SP, 03107-002, Brazil
ÃO ND
BRA
3
728.83
S
782.79
P
RIO
755.47
M
734.62
V
V
727.18
RRO
779.93
772.82
ROSÁ
761.35
5
RU A DO
730.55
E ENT
PRE 726.50
726.33
NA 719.51
75
M
769.24
765.77
RUA
730.
735.50
7 392 900
DO 747.14
768.59
E
ENT
ENT SID
7 392 900
727.18
SID
747.70
Í
APU
760.40
SID
PRE
7 392 900
7 392 900
BERN INI
763.34
APU
SAR
760.15
RU A
Í
SAR
745.33 742.32
BA
770.58
766.72 763.92
RUA 739.90 735.67
V
V
764.55
747.36 735.65
730.64
ÃO
RU A
765.73
FRA
728.36
BAR
727.19
774
SCO
NCI
733.98 730.98
E
PRE
V
727.11
760
ENT ESID
DE
RUA
726.51
731.23
7 391 000
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
SITE SECTION @ 1 : 500
REF MW DW REF MW DW
SITE PLAN
STEP 1: ANALYZE SITE
PROGRAM DIAGRAM
STEP 2: CONNECT SITE TO URBAN CONDITION
STEP 3: SITUATE SOCIAL HOUSING
STEP 4: MAXIMIZE SITE VIEWS
35
MEXICO
MUSEO SOUMAYA
MUSEO NACIONAL DE ANTROPOLOGIA
BIBLIOTECA VASCONCELOS
LINA BO BARDI STOOL MAKING WORKSHOP
INSTITUTO TOMIE OHTAKE
SESC POMPEIA
SãO PAULO, BRAZIL
RIO DE JANEIRO, BRAZIL
36
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INTERIOR OF CATEDRAL DE BRASILIA
MUSEU DE ARTE CONTEMPORANEA DE NITEROI
CUZCO, PERU
CHICHEN ITZA
MACCHU PICCHU
SACSAYHUAMAN
BRASILIA FROM TORRE DE TV
CONGRESSO NACIONAL BRASILEIRO
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CRISTO REDENTOR
ENGENHAO - RIO 2016 OLYMPICS
37