C.F.
ARCHITECTURE PORTFOLIO
ARCHITECTURE
PORTFOLIO
BY CAN FU 2016
1.
1.
2.
2.
3.
3.
3D View 11_ex 12" = 1'-0"
ARCH532 CONTRUCTION TECHNOLOGY II / 14SP
1
4.
4.
ARCH 532 Philadelphia Office Building
Project Number Date Drawn By Checked By 2
3D View 12_ex 2 12" = 1'-0"
Scale
A003
532.2014 0425 Can Fu Checker
12" = 1'-0"
5/2/2014 3:44:12 PM
Exterior Renderings
5.
I. PRACTICAL PROJECTS
10 2016
40 2016
II. ARCHITECTURE PROJECTS
562013
64 2015 70 2016
82 2015
94 2014
102 2015
6.
1.
7.
2.
8.
9.
III. DIGITAL FABRICATION
108 2014
114 2016
122 2015
IV. ARTWORKS
128 2013
132 2014
136 2015
138 2015
PRACTICAL
PROJECTS 10-51
1
V33 Presentation 2016/08 PRESENTATION&PUBLICATION FILE PREPARATION Residential Building, Tibeca, NYC Archi-Tectonics LLC. V33, a new residential building, is located in Tribeca’s landmark district, originally a warehouse area. The choice not to copy a traditional building, but to focus on the quality of the Tribeca Landmarks, was greatly appreciated by the NYC Landmark Committee. We focused on the proportional systems; extreme ceiling heights, tri-partite stone façade sub-divisions, and street façade alignments were some of the qualities and contextual issues looked at. We call it a “A New Pixelated Façade Pattern, A New Life Style.”
PROJECT TYPE / 9-story residential units, 7 units with underground parking, including two triplex townhouses and one duplex penthouse LOCATION/ Tribeca, NYC AREA/ 32,364 SF PROJECT TEAM/ Archi-Tectonics PRINCIPLE/ Winka Dubbeldam PHOTOGRAPHY/ Floto & Warner / Eric van den Brulle
10 1 V33 PRESENTATION
11
SITE PLAN & NORTH FACADE
12 1
V33 PRESENTATION
13
14 1
V33 PRESENTATION
15
A
B
C
ELEV. [+121'-3"]
ELEV. [+121'-4"]
BULKHEAD H.P. ROOF ELEV. [+119'-0 1/4"] BULKHEAD L.P. ROOF
ELEV. [+112'-0"]
ELEV. [+106'-8"]
ELEV. [+99'-2"]
ELEV. [+93'-8"]
33
ENTRY 179 HUDSON
NORTH FACADE ELEVATION
16 1
V33 PRESENTATION
31-33 VESTRY
35 VESTRY
C
B
A
ELEV. [+121'-3"]
ELEV. [+120'-8"]
BULKHEAD H.P. ROOF ELEV. [+116'-7"] T.O. PARAPET
ELEV. [+111'-2"]
11'-2"
ROOF T.O. PAVERS
ELEV. [+100'-0"]
10'-11"
9TH FLOOR FIN. FL.
ELEV. [+89'-1"]
13'-11"
8TH FLOOR FIN. FL.
ELEV. [+75'-2"]
12'-0"
7TH FLOOR FIN. FL.
ELEV. [+63'-2"] 6TH FLOOR FIN. FL. ADJACENT BUILDING
12'-0"
ADJACENT BUILDING
5TH FL. FIN. FL.
12'-0"
ELEV. [+51'-2"]
4TH FL. FIN. FL.
12'-0"
ELEV. [+39'-2"]
ELEV. [+27'-2"]
13'-11"
3RD FLOOR FIN. FL.
ELEV. [+13'-3"]
13'-3"
2ND FLOOR FIN. FL.
ELEV. [+0'-0"] FLOOR 1 FIN. FL. 35 VESTRY
31-33 VESTRY
179 HUDSON
SOUTH FACADE ELEVATION
17
6
5
4
OSU RE P LA
NE 2. 7:1
7
PROPERTY LINE
30' SETBACK LINE
SKY
EXP
PROPERTY LINE
8
ELEV. [+116'-7"] T.O. PARAPET
ELEV. [+111'-2"] ROOF T.O. PAVERS
ELEV. [+100'-0"] 9TH FLOOR FIN. FL.
9TH
ELEV. [+89'-1"] 8TH FLOOR FIN. FL. 8TH
ELEV. [+75'-2"] 7TH FLOOR FIN. FL.
7TH
ELEV. [+63'-2"] 6TH FLOOR FIN. FL.
6TH
5TH FL. FIN. FL.
5TH
ELEV. [+51'-2"]
4TH 4TH FL. FIN. FL. ELEV. [+39'-2"]
3RD ELEV. [+27'-2"] 3RD FLOOR FIN. FL.
2ND ELEV. [+13'-3"] 2ND FLOOR FIN. FL.
1ST ELEV. [+0'-0"]
ELEV. [+0'-0"]
FLOOR 1 FIN. FL.
FLOOR 1 FIN. FL. ELEV. [-4'-0"] AC ROOM ELEV. [-5'-0"] B.O. ADJACENT BLDG. FOOTING ELEV. [-10'-1"]
CELLAR T.O. SLAB
CELLAR T.O. SLAB
PROPERTY LINE
ELEV. [-10'-1"]
SECTION FACING EAST
18 1
V33 PRESENTATION
STREET
4
5
6
7
8
SKY
T.O. PARAPET ELEV. [+113'-1"] ROOF T.O. PAVERS
3'-6"XABOVE T.O.PPAVERS
30' SETBACK LINE
PROPERTY LINE
2.7:1
PROPERTY LINE
E LAN
P RE OSU
EXP
ELEV. [+116'-7"]
ELEV. [+111'-2"] ROOF T.O. PAVERS
ELEV. [+100'-0"] 9TH FLOOR FIN. FL.
ELEV. [+89'-1"] 8TH FLOOR FIN. FL.
ELEV. [+75'-2"] 7TH FLOOR FIN. FL.
ELEV. [+63'-2"] 6TH FLOOR FIN. FL.
5TH FL. FIN. FL. ELEV. [+51'-2"]
4TH FL. FIN. FL. ELEV. [+39'-2"]
ELEV. [+27'-2"] 3RD FLOOR FIN. FL.
ELEV. [+13'-3"] 2ND FLOOR FIN. FL.
ELEV. [+0'-0"] FLOOR 1 FIN. FL.
ELEV. [+0'-0"] FLOOR 1 FIN. FL.
ELEV. [-4'-0"] AC ROOM ELEV. [-5'-0"] B.O. ADJACENT BLDG. FOOTING ELEV. [-10'-1"] CELLAR T.O. SLAB
ELEV. [-7'-3"] SLAB T.O. RAMP ELEV. [-10'-1"] CELLAR T.O. SLAB ELEV. [-13'-7"] B.O. ELEVATOR PIT SLAB
SECTION FACING WEST
19
20 1
V33 PRESENTATION
21
Time Shifing Frames
22 1
V33 PRESENTATION
23
The contextual texture of the V33 street facade is developed in a random pattern of translucent stone, stone, glass, and translucent glass. The shift in material will allow the faรงade to constantly change over the course of a day; the translucent stone will glow by day in the interior, while by night it is reversed, thus transforming the faรงade over the course of a day and night.
24 1
V33 PRESENTATION
25
26 1
V33 PRESENTATION
6" 1 3/4"
0 1/4"
ALCONY GUARDRAIL @ 9TH FLOOR NORTH FACADE GUARDRAIL
13 14
15
16 17
18
2"
2 1/2"
5 3/4"
3"
19
6"
20
ALIGN
ALCONY GUARDRAIL @ 9TH FLOOR NORTH FACADE GUARDRAIL
ONTAL MULLION/OPENABLE VENT NORTH FACADE
ONTAL MULLION/OPENABLE VENT NORTH FACADE
ONTAL MULLION - @ SLIDING DOORS - NORTH FACADE 1 1/2"
7"
Typical Wall Construction Detail
ONTAL MULLION - NORTH FACADE
SECTION
26
27
FIXED CLEAR INSULATED GLASS UNIT OR STONE/GLASS LAMINATED PANEL IN IGU - SEE ELEVATIONS
9 1/4"
28
30
2 1/4"
31
SECTION
9
1
2
TREATED WD. BLOCKING
2
STRUCTURALLY GLAZED CORNER
3
CL MULLION
3
INSULATED CLEAR GLASS
INSULATED CLEAR GLASS - SLOPE 14":1'-0"
4
ALUMINUM MULLION
4
FIXED INSULATED CLEAR GLASS UNIT
OPERABLE VENT / CLEAR GLASS
5
INSULATED CLEAR GLASS
5
HORIZONTAL ALUMINUM MULLION
ALUMINUM PRESSURE PLATE - T-SHAPED PROFILE
6
LAMINATED CLEAR GLASS
6
T-SHAPED MULLION PRESSURE PLATE PROFILE
7
FIXED CLEAR INSULATED GLASS UNIT OR STONE/GLASS LAMINATED PANEL IN IGU - SEE ELEVATIONS
7
HORIZONTAL MULLION: PRESSURE PLATE: T-SHAPED PROFILE
7
ALUMINUM AND GLASS SLIDING DOOR
8
ST. STL. FLASHING
9
ALUMINUM MULLION
8
ALUMINUM MULLION - T-SHAPED PROFILE
8
INSULATED FACADE INSERT UNIT W/ STONE SPANDREL PANEL - STONE '1'
9
FIXED CLEAR INSULATED GLASS UNIT OR STONE/GLASS LAMINATED PANEL IN IGU - SEE ELEVATIONS
9
CONCRETE SLAB (SEE STRUCT. DWGS.)
10
HORIZONTAL ALUMINUM MULLION
10
FIRE SAFING INSULATION
10
SEALANT AND BACKER ROD
11
T-SHAPED MULLION PRESSURE PLATE PROFILE
11
HORIZONTAL ALUM. MULLION
11
CONC. SLAB: SEE STRUCTURAL DRAWINGS
12
ALUMINUM AND GLASS SLIDING DOOR
12
ALUM. AND GLASS SLIDING DOOR
12
1" STONE CURB - STONE '1'
13
FIXED CLEAR INSULATED GLASS UNIT OR STONE/GLASS LAMINATED PANEL IN IGU - SEE ELEVATIONS
13
SEALANT AND BACKER ROD
13
TREATED WD. BLOCKING
14
FIRE DEPARTMENT CONNECTION: BRUSHED STAINLESS STEEL FACE
14
ALUM. GLAZING PROFILE
14
SEALANT AND BACKER ROD
15
ALUM. GLAZING PROFILE
15
HANOVER PEDESTAL PAVER - CHARCOAL
16
STONE LAMINATED TO ALUM. HONEYCOMB PANEL AT BEDROOM
16
ST. STL. COUNTER FLASHING: SLOPE 14" : 1'-9"
16
MEMBRANE FLASHING
17
STONE LAMINATED TO ALUM. HONEYCOMB PANEL
17
HANOVER PEDESTAL PAVERS CHARCOAL
17
3" 60 PSI RIGID INSULATION
18
STONE TILE IN MORTAR BED: STONE TYPE '5'
18
MONOLITHIC ROOF MEMBRANE; CONTINUE OVER CURB
18
MONOLITHIC WATERPROOF MEMBRANE
19
SS GRILLE
19
ALUM. GLAZING PROFILE
19
SLOPED CONC. FILL
20
WATERPROOF MEMBRANE
20
SLOPED CONCRETE FILL
LAMINATED GLASS/STONE IN IGU AT LOBBY
3"
29
OPERABLE VENT / CLEAR GLASS
8
ALUM. COPING
1
6
4"
4"
ALUMINUM PRESSURE PLATE - T-SHAPED PROFILE
SECTION
5
15
AN
DE
2
4
ONTAL MULLION/OPENABLE VENT NORTH FACADE
- 7
ALUMINUM MULLION - T-SHAPED PROFILE
3
ONTAL MULLION/OPENABLE VENT NORTH FACADE
1
1
21
ROOF DRAIN
22
COMPRESSIBLE FILLER
23
NEW CONC. SIDEWALK
24
DRAINAGE MATT
25
COMPACTED FILL
26
INSULATE CAVITY
27 28 29 30 31
ANODIZED ALUM. COVER PLATE @ BEDROOM (TO COVER FIRE DEPARTMENT CONNECTION) FACE OF VERTICAL MULLION BEYOND CONC. CURB ST. STL. FLASHING RECESSED RADIATOR @ BEDROOM / UNIT T2 ONLY (NOT AT LOBBY/CORRIDOR)
27
North Facade
28 1
V33 PRESENTATION
6TH FL.
STONE
6th Floor Wall Detail Perspective
5th Floor Wall Detail Perspective
INSULATION
1
GLASS
13
11 12 5"
2"
1'-0 3/4"
9
CONCRETE SLAB 5TH FL.
10
METAL FRAME
2 3 4
5
7
6
8 5th Floor Wall Detail_ Transition to Stone Panel at Floor Slab
5th&6th Floor Wall Section Detail
6th Floor Wall Detail Perspective
5th Floor Wall Detail Perspective
1 2 3
1
4 5
6
13
11 12 5"
9
Concrete Drip + Weep Holes
7
B.O. Soffit in Adjacent Bay
8 9 10
Batt Insulation Concrete Slab: See Struct Drawings Vapor Barrier
11
Alum. Closure Match to Mullion
12
SS Radiator Grille: Arden Architectural Ele-Gril 38G Floor Assembly: 5/8” Engineered Hardwood Floor, 1/8” Soundmatt, 1/4” Ardex Leveling Compound
13
2"
1'-0 3/4"
Section Detail 5th Floor_Transition to Stone Panel at Floor Slab Welded Metal Frame Vertical Curtain Wall Mullion 7/8” Fire-Retradant Plywood. W/Metal Face and Edges Stone Panel W/Alum. Honeycomb Backer Board and Concealed Fasterners: Miter Corner Typ.-Stone ‘1’
10
Translucent Stone Panel Facade Construciton Detail
2 3 4
5
7
6
8 5th Floor Wall Detail_ Transition to Stone Panel at Floor Slab
29
F
2
4
1
UP
EMERGENCY EXIT
3
E
2
20 19 18 17 16 15 14 13 12
EMERGENCY EXIT
1
11 10
9
8
7
5
6
UP
4
3
17
D
16 9
8
10 11 12
13
14
15
3
C
SHAFT BELOW
B
UP
20 19 18 17 16
15 14 13 12 11
10
9
8
7
6
5
4
3
2
1
UP UP
30 FOOT SETBA
CK LINE
2
A
EXTERIOR
31-33 Vestry Street
OVERALL EXTERIOR
Floor Plan Level Roof
GRID
1. Swimming Pool 2. Open Roof Terrace 3. Powder Room 4. Skylight
3
4
5
6
7
8
NORTH
2
F
OVERALL EXTERIOR EXTERIOR
OVERALL EXTERIOR
INTERIOR
GRID
INTERIOR
EXTERIOR
INTERIOR
F
UP 1
E
UNIT PH
2
D 1
2
3
C FPSC 1 1/2 Hr
8A
D43
4A
STAIR 1
RD
SHAFT
E DN.
18 17 16 15 14 13 12
10 9
8
7 6
5 4
3 2 1
UP
ROOF TERRACE
D UP
9
DN. 1
2
3 4
5 6
7 8
9
10
13 14 15 16 17 18 19 20 21
C
B
UP 8
7
6
5
4
3
2
1
B
UP
8
5
1
4
2
7
6
A
INTERIOR EXTERIOR
GRID
Floor Plan Level 8
FLOOR PLANS LEVEL 1, 8, ROOF 30 1
V33 PRESENTATION
2
3
4
5
6
7
8
31-33 Vestry S
Floor Plan NORTH
1. Living Room 2. Kitchen 3. Dining Room 4. Bedroom 5. Guest Bedroom 6. Bathroom 7. Guest Bathroom 8. Roof Terrace 9. Den
A
OVERALL EXTERIOR
31-33 Vestry Street
1. Living Room 2. Kitchen 3. Lobby 4. Hydraulic Car 5. MRL Traction 6. Bedroom 7. Corridor 8. Exit Corridor 9. Garden
OVERALL EXTERIOR EXTERIOR
EXTERIOR
INTERIOR
INTERIOR
EXTERIOR
GRID
SITE
OVERALL EXTERIOR
INTERIOR
ADJACENT BUIDLING
SITE
PROPER
PROPERTY LINE
TY LINE
SITE
PROPERTY LINE AP 4
5 6
9 10
8
DW BATH 1
KITCHEN
1
9
2
4 REF
UNIT T1
2 3
4
MAIN ENTRANCE
1
VESTRY STREET
3
CAR ENTRANCE
1 2
ENTRANCE
BATH
15 14 13 12
1
10 9
8
7
2 3
3
5
4 BATH
5 6 7
8 9
10 11 12 12 13 14 15
6 5 GARAGE
3
8
2 1
ENTRANCE
9
1
SECONDARY ENTRANCE TO UNIT B EMERGENCY EXIT STAIR 1
4
MECH.
7
2
6
LINE
UNIT T2
PROPERTY
BATH 1 1
2 3
4 5 6
7 8
9 DW
DW AP
AP
PROPERTY LINE
ADJACENT BUIDLING - 1 STORY
84 ° °Â
9Â
.4
INTERIOR EXTERIOR OVERALL EXTERIOR GRID
Street
Level 8
1
SITE
2
3
4
5
6
7
8
NORTH
r Elevator Elevator
31
BATHROOM VIEW
32 1
V33 PRESENTATION
33
KITCHEN & DINING ROOM
34 1
V33 PRESENTATION
35
DUPLEX PENTHOUSE
36 1
V33 PRESENTATION
37
38 1
V33 PRESENTATION
39
2
512 Greenwich Street 2016-2018 7-Story Private Residence Area: 4460 SF Location: Manhattan, New York Archi-Tectonics LLC. New york is a extrmely complex city, not only physicaly, but also psychically. Especially in Manhattan, the most contradictory place in New York. On one side, you aspire to establish a connection to the daily urban live and its history, one the other side, sometimes you want to escape from it to enjoy inner peace and private time. For our client, who is a Psychologist, this private residence project , in some degree, is the extension of his persenalety and his understanding about this city. The project is based on a 100-year old building. The whole idea here is implicit and dubious. We renovate the building and inject vitality but also, we are trying to blur the boundry of time. Ancient bricks are kept, brushed, and become the background of modern appliance; old joists are clearned, reused, and integrated to be apart of brand new decoration; historical structures are well protected, reinforced, and support the whole new idea. Compare to the building itself, the second skin is complete new structure. If the building is the extension of owner’s spirit, the second skin is the way he talks to this world. The second skin is consist of 64 steel structure of 4 different size and 7,844 pieces of Trespa slats. Each floor and each area, coordinate with the activities happened inside, has complete different second skin configurations. This endows a completely fresh experience and participation with the
PROJECT TEAM/ Archi-Tectonics PRINCIPLE/ Winka Dubbeldam PHOTOGRAPHY/ Floto & Warner / Eric van den Brulle
40 21 V33 512 PRESENTATION GREENWICH ST
41
42 2
512 GREENWICH ST
43
SECOND SKIN
NEW CONSTRUCTION
EXISTING
44 2 512 GREENWICH ST
T he relationship between old and new
here is no longer a rigid line between existing and new construction. It’s a fusion, both in design language and the way impact the activities inside.
TURNABLE SLATS
CIRCULATION
45
UP
DOWN
46 2
512 GREENWICH ST
47
48 2
512 GREENWICH ST
Bedroom
Living Room
Kitchen
49
Guest Room
1
A
B
2
ELEV. [+76'-1"] BULKHEAD STRUCTURE
ELEV. [+66'-2"] ROOF STRUCTURE
ELEV. [+55'-3"] 6TH FLOOR STRUCTURE
ELEV. [+44'-2"] 5TH FLOOR STRUCTURE
ELEV. [+33'-2"] 4TH FLOOR STRUCTURE
ELEV. [+22'-3"] 3RD FLOOR STRUCTURE
ELEV. [+11'-4"] 2ND FLOOR STRUCTURE
ELEV. [+0'-0"] 1ST FLOOR STRUCTURE
EAST FACADE ELEVATION
50 2 512 GREENWICH ST
510 GREENWICH STREET
514 GREENWICH STREET
ELEV. [+76'-1"] BULKHEAD STRUCTURE
ELEV. [+66'-2"] ROOF STRUCTURE
ELEV. [+55'-3"] 6TH FLOOR STRUCTURE
ELEV. [+44'-2"] 5TH FLOOR STRUCTURE
ELEV. [+33'-2"] 4TH FLOOR STRUCTURE
ELEV. [+22'-3"] 3RD FLOOR STRUCTURE
ELEV. [+11'-4"] 2ND FLOOR STRUCTURE
ELEV. [+0'-0"]
EAST ELEVATION
1ST FLOOR STRUCTURE
SOUTH FACADE ELEVATION
51
A
B
C
D
OVERALL GRID
INTERIOR
ROOM
GRID
STAIR CORE
ROOMS
2
6
7
7 5
8
4
9
3
10
2
11
1
12
DOWN
6
11 10 9
5
4
8 7 6 5 4 3
1
3
2
2 ENTRANCE
1
1
GUEST ROOM
2
HALLWAY
3
ELEVATOR
4
BATHROOM
5
STORAGE
6
TWINS STROLLER
7
ELECTRICAL RACKS
2
FLOOR LEVEL 1
ELEV. [+76'-1"] A
B
C
BULKHEAD
D
OVERALL GRID
INTERIOR
STAIR CORE
ROOM
GRID
ROOMS
2
8
CL.
9
ELEV. [+66'-2"]
10 5
11
4
12
3
13
2
14
1
15
4
2
ROOF STRUCTURE
16
3
1
CL.
7
6
5 1
KIDS BEDROOM
2
KIDS BEDROOM
3
1
4 5 TH NOR
HALLWAY BATHROOM CLOSET
6
WASH&DRYER
7
ELEVATOR
FLOOR LEVEL 4
A
B
C
ELEV. [+55'-5"] 6TH FLOOR
D
ELEV. [+44'-4"] OVERALL
5TH FLOOR
GRID
INTERIOR
ROOMS
GRID
ROOMS
2 8
9
10
11
12
13
14
15
1
16 DOWN
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
UP
6 5 4
ELEV. [+33'-4"]
3
2
4
4TH FLOOR
1
3
6
5
1
TH NOR
1
GUEST ROOM
2
BATHROOM
3
A.C. ABOVE
4
HOME OFFICE
5
ELEVATOR
6
CLOSET
FLOOR LEVEL 6
A
B
C
ELEV. [+22'-5"] 3RD FLOOR
D
ELEV. [+11'-6"]
OVERALL
2ND FLOOR
TRELLIS
TRELLIS
2
1
2
ELEV. [+0'-2"] 1ST FLOOR
1
TH NOR
1
ROOF
2
SKYLIGHT
FLOOR LEVEL ROOF
ELEV. [-8'-0"] CELLAR
FLOOR PLANS LEVEL 1, 4, 6, ROOF
52 2 512 GREENWICH ST
SECTION FACING EAST
1
D
C
B
A
ELEV. [+76'-1"] BULKHEAD
ELEV. [+66'-2"] ROOF STRUCTURE
ELEV. [+55'-5"] 6TH FLOOR
ELEV. [+44'-4"] 5TH FLOOR
800021 800022 800023
0.3 -0.6 0.2 -0.2 -0.1 -0.6 MTS6021 MTS6060 MTS6061 800028 800027 800026 800025 on demand
ELEV. [+33'-4"] 4TH FLOOR
800021 800022 800023
0.3 -0.6 0.2 -0.2 -0.1 -0.6 MTS6021 MTS6060 MTS6061 800028 800027 800026 800025 on demand
ELEV. [+22'-5"] 3RD FLOOR
-0.6 -0.1 -0.2 0.2 -0.6 0.3 800025 800026 800027 800028 MTS6061 MTS6060 MTS6021 on demand
800023 800022 800021
0.3 -0.6 0.2 -0.2 -0.1 -0.6
800021 800022 800023
ELEV. [11'-8"]
MTS6021 MTS6061 MTS6060 800028 800026 800027 800025 on demand
ELEV. [+11'-6"] 2ND FLOOR
SOLAR GRILLE -0.6 -0.1 -0.2 0.2 -0.6 0.3 800025 800026 800027 800028 MTS6060 MTS6061 MTS6021 on demand
800023 800022 800021
800021 800022 800023
0.3 -0.6 0.2 -0.2 -0.1 -0.6 MTS6021 MTS6061 MTS6060 800028 800027 800026 800025 on demand
ELEV. [±0'-0"]
ELEV. [0'-0"]
ELEV. [+0'-2"]
GROUND
GROUND
1ST FLOOR
GREENWICH ST
SECTION C
ELEV. [-8'-0"] CELLAR
SECTION A
SECTION FACING SOUTH
53
Staircase Veiw _Sunlight Came Streaming Through the Skylights
54 2
512 GREENWICH ST
55
3
CAMOUFLAGE 2013/08 High-design Bird Blind Heron Pond Avian Observatory in Riverlands Confluence, 301 Riverlands, West Alton, Mo
WashingtonU Sam Fox School of Design/ Digital Fabrication Ken Tracy&Andrew Colopy Studio //Group Work of 20 Students (Design&Construction)
Winner of 2014 Architizer A+Awards (In the Student Design/Build Project category, which is voted on by a jury of professionals.)
This High-design Bird Blind --- Avian Observatory was a collaborating work designed and constructed together by students from Andrew Colopy’s “Studio Confluence” and Ken Tracy’s Digital Fabrication class. The purpose of this digital fabrication project was to design, fabricate, and build an avian observatory at Riverlands in collaboration with the Audubon Center at Riverlands and the Rivers Project Office of the U.S. Army Corps of Engineers. The observatory is a giant brown cocoon with the form inspired from Ghery’s Deconstructive taxonomies. Through lots of research on the birds’ living habits and optesthesia distinguish ability, the panel pattern design is based on the think of Inverse Camouflage, in order to blend the building with surrounding environment and avoid interrupting birds’ behavior. Accord to CRYPSIS theory, we chose the Disruptive/Dazzling Patterning for the panel pattern&color design, which can blend the observers’ opening on installation from the background with Hi-contrast Pattern. Photo Credits to WUSTL Photos
56 3 CAMOUFLAGE
Youtube Video Link of Contruction Process: https://www.youtube.com/watch?v=sHD6hgTQPEk
57
Panel Disruptive Pattern Openings & Color Design
COLOR
LEGEND
Section Cut /Structure Revit Details 3"
1 1/2"
LEGEND
3"
3"
3"
3"
2x3 Aluminum Angle Richilite Exterior Panel 2x2 Blockiung to support Purlin by Gutter 5/8" High Corrugated Panel
2x4 Aluminum Angle
2
0.1"Folded Aluminum Frame
3" High Aluminum Gutter CNC Edged Purlin
A3.01
2x8 Cedar Beam
Branching Taxonomies / Various Form Testing
1
A3.01
Horizontal Plastic Closure Strip 2x8 Cedar Column
LEGEND
2 A4.04
Reference Part A6.02 CLIENT
Reference Part A6.02
CLIENT AUDUBON SOCIETY AUDUBON CENTER AT RIVERLANDS 301 RIVERLANDS WAY
WESTALTON, MO 63386 CROSS SECTION AT CANTILEVER CONTACT: PATRICIA HAGEN, EXECUTIVE DIRECTOR 1/2"=1'-0"
CROSS SECTION 1/2"=1'-0"
AUDUBON SOCIETY AUDUBON CENTER AT RIVERLANDS 301 RIVERLANDS WAY WESTALTON, MO 63386
1 3/4"
US ARMY CORPS OF ENGINEERS RIVERS PROJECTS OFFICE 301 RIVERLANDS WAY WEST ALTON, MO 63386
3"
3"
CONTACT: PATRICIA HAGEN, EXECUTIVE DIRECTOR
DESIGN TEAM
0 3/4"
1/16" Perfoerated Aluminum Panel
1 1/2"
1 3/4" 0 3/4"
2 5/8"
1 1/2" 1 3/4"
3
CONTACT: CHARLIE DEUTSCH, TECHNICAL DIRECTOR
0 1/4"
1 3/4"
0 1/4"
0 3/4"
0 3/4"
4
3"
3"
STUDENTS NIKE CAO, JINA KIM, YU RONG, HAO WU, DAVID ORNDORFF, YAO XIA, WASSEF DABBOUSSI, YILONG WANG, NASH WATERS, YU XIN, HAOSHENG ZHANG
2x4 Long Blocking for Beam Connection
3"
STUDIO CONFLUENCE INSTRUCTORS ANDREW COLOPY, KEN TRACY
2x6Joist
Joist Hanger
2
1
A3.01
A3.01
US ARMY CORPS OF ENGINEERS RIVERS PROJECTS OFFICE 301 RIVERLANDS WAY WEST ALTON, MO 63386
0.1"Horizontal Folded Aluminum Frame
CLIENT SCALE
6"=1'-0"
CROSS SECTION AT CANTILEVER 1/2"=1'-0"
4
DRAWN BY
HAO WU 1/16" Perfoerated Aluminum Panel
3
CROSS SECTION 1/2"=1'-0"
AUDUBON SOCIETY AUDUBON CENTER AT RIVERLANDS 301 RIVERLANDS WAY WESTALTON, MO 63386
PROJECT
AVIAN OBSERVATORY AUDUBON CENTER AT RIVERLANDS WEST ALTON, MO
CONTACT: PATRICIA HAGEN, EXECUTIVE DIRECTOR
TYP. SECTION AT PANEL ATTACHMENT AT ROOF (WEST SIDE) 6"=1'-0"
1
A4.06
TYP. SECTION AT PANEL ATTACHMENT AT ROOF (EAST SIDE) 6"=1'-0"
CONTACT: CHARLIE DEUTSCH, TECHNICAL DIRECTOR
US ARMY CORPS OF ENGINEERS RIVERS PROJECTS OFFICE 301 RIVERLANDS WAY WEST ALTON, MO 63386
Typ. Roof Panel_Section
2
CONTACT: CHARLIE DEUTSCH, TECHNICAL DIRECTOR
DESIGN TEAM
LEGEND
DESIGN TEAM
STUDIO CONFLUENCE
#4 BAR, 12" O.C, (TRANSVERSE) #5 BAR, 10" O.C, (LONGITUDINAL)
STUDENTS NIKE CAO, JINA KIM, YU RONG, HAO WU, DAVID ORNDORFF, YAO XIA, WASSEF DABBOUSSI, YILONG WANG, NASH WATERS, YU XIN, HAOSHENG ZHANG
1 1/2"
6"
2"
#5 BAR, 10" O.C, (LONGITUDINAL)
3"
RETURN #5 BAR, TYP
1 1/2"
INSTRUCTORS ANDREW COLOPY, KEN TRACY
9"
2"
STUDIO CONFLUENCE
INSTRUCTORS ANDREW COLOPY, KEN TRACY
6"
2"
#4 BAR, 12" O.C, (TRANSVERSE)
3"
1 1/2
6 1/8"
CORROSION RESISTANT: COATED REBAR CHAIRS: WHERE UNDERSIDE OF CANTILEVER SLAB IS EXPOSED TO VIEW.
3"
DRAWN BY
"
1 A4.05
YAO XIA, YU XIN PROJECT
9"
3"
STUDENTS NIKE CAO, JINA KIM, YU RONG, HAO WU, DAVID ORNDORFF, YAO XIA, WASSEF DABBOUSSI, YILONG WANG, NASH WATERS, YU XIN, HAOSHENG ZHANG
SCALE
1/2"=1'-0"
#4 BAR, 12" O.C, BOTH DIRECTIONS 3" COVERAGE BELOW
#4 BAR. 12" O.C, #4 BAR, 12" O.C, (BOTH DIRECTION) MAINTAIN 3" CONCRETE COVERAGE LAPPED 12" AT CANTILEVER
3"
CLIENT
3"
AVIAN OBSERVATORY AUDUBON CENTER AT RIVERLANDS WEST ALTON, MO
Concrete Foundation Plan Ancor Layout
"
AUDUBON SOCIETY AUDUBON CENTER AT RIVERLANDS 301 RIVERLANDS WAY WESTALTON, MO 63386
2
#4 BAR. 12" O.C, #4 BAR, 12" O.C, (BOTH DIRECTION) MAINTAIN 3" CONCRETE COVERAGE LAPPED 12" AT CANTILEVER
8'-0 3/16" VARIES
6 1/8
CORROSION RESISTANT: COATED REBAR CHAIRS: WHERE UNDERSIDE OF CANTILEVER SLAB IS EXPOSED TO VIEW.
3"
21'-5 5/16" VARIES
Appox. 48 inches of Strcutural Fill Above Scarified Exst Grade -6 inch lifts compacted o at least 95 percent modified Proctor and 2,000 PSF bearing capacity assumed
9"
2"
2"
1 1/
RETURN #5 BAR, TYP
#4 BAR, 12" O.C, BOTH DIRECTIONS 3" COVERAGE BELOW
SLAB DETAIL SECTION CONTACT: PATRICIA HAGEN, 1/2"=1'-0"
EXECUTIVE DIRECTOR
1
LONGITUDINAL SECTION 1/2"=1'-0"
SCALE
1/2"=1'-0"
A2.01
DRAWN BY 1
US ARMY CORPS OF ENGINEERS RIVERS PROJECTS OFFICE 301 RIVERLANDS WAY WEST ALTON, MO 63386
YAO XIA, YU XIN PROJECT
9"
A4.05
CONTACT: CHARLIE DEUTSCH, TECHNICAL DIRECTOR
3"
21'-5 5/16" VARIES
DESIGN TEAM
8'-0 3/16" VARIES
STUDIO CONFLUENCE INSTRUCTORS ANDREW COLOPY, KEN TRACY STUDENTS NIKE CAO, JINA KIM, YU RONG, HAO WU, DAVID ORNDORFF, YAO XIA, WASSEF DABBOUSSI, YILONG WANG, NASH WATERS, YU XIN, HAOSHENG ZHANG
SCALE
1"=1'-0"
1
ELEVATION 7 1"=1'-0"
DRAWN BY
NIKE CAO PROJECT
Appox. 48 inches of Strcutural Fill Above Scarified Exst Grade -6 inch lifts compacted o at least 95 percent modified Proctor and 2,000 PSF bearing capacity assumed
AVIAN OBSERVATORY AUDUBON CENTER AT RIVERLANDS WEST ALTON, MO
Concrete Foundation Plan Ancor Layout
AVIAN OBSERVATORY AUDUBON CENTER AT RIVERLANDS WEST ALTON, MO
Elevation
2
58 9 CAMOUFLAGE
SLAB DETAIL SECTION 1/2"=1'-0"
A5.03
1
LONGITUDINAL SECTION 1/2"=1'-0"
A2.01
1
5
RICHLITE -1/4” thickness -Weather/UV Resistant -Recycled/Recyclable -Colors:
4
R50 1/4”
Chocolate Glacier 1/4”
Hybrid Sheet A R50
1/32” 1/16”
Chocolate Glacier
1/16”
1/4”
1/16” 1/32” R50
Hybrid Sheet B
CLIENT
Chocolate Glacier
1/32” 1/16”
R50
1/16”
1/4”
1/16”
AUDUBON SOCIETY AUDUBON CENTER AT RIVERLANDS 301 RIVERLANDS WAY WEST ALTON, MO 63386
1/32” Chocolate Glacier
2
ALUMINUM -Alloy 5052 -.100” thickness -Highly water and weather resistant -Light Weight
CONTACT: PATRICIA HAGEN, EXECUTIVE DIRECTOR
US ARMY CORPS OF ENGINEERS RIVERS PROJECTS OFFICE 301 RIVERLANDS WAY WEST ALTON, MO 63386 CONTACT: CHARLIE DEUTSCH, TECHNICAL DIRECTOR DESIGN TEAM
3
PERFORATED ALUMINUM -.06” thickness Ͳϭͬϰ͟ ŚŽůĞƐ͕ ǁŝƚŚ ϯͬϴ͟ Žƌ ϭͬϮ͟ ƐƚĂŐŐĞƌĞĚ ƉĂƩĞƌŶ ͲKďƐĐƵƌĞƐ ĂůƵŵŝŶƵŵ ĨƌĂŵŝŶŐ͕ ŚŝŶƚƐ Ăƚ ƉĂƩĞƌŶ ŽĨ ƌŝĐŚůŝƚĞ -Covers walls and ceiling Ͳ&ŝůƚĞƌƐ ĂŶĚ ƐŽŌĞŶƐ ŝŶƚĞƌŝŽƌ ůŝŐŚƚ
3
STUDIO CONFLUENCE INSTRUCTORS ANDREW COLOPY & KEN TRACY STUDENTS NIKE CAO, JINA KIM, YU RONG, HAO WU, DAVID ORNDORFF, YAO XIA, WASSEF DABBOUSSI, YILONG WANG, NASH WATERS, YU XIN, HAOSHENG ZHANG
1/16” = 1’-0”
4
2
SHEET METAL SCREWS -1/8” diameter -Security headtype preferable -Color matched from Richlite
5
ALUMINUM RIVETS
FINAL: JINA KIM, YU XIN INITIAL: NIKE CAO, HAO WU, WASSEF DABBOUSSI,YILONG WANG
AVIAN OBSERVATORY AUDUBON CENTER AT RIVERLANDS WEST ALTON, MO
1 -3/16” diameter, 1/4” grip range Ͳ&Žƌ ƐĞĐƵƌŝƚLJ ĂŶĚ ĞĂƐĞ ŽĨ ĐŽŶƐƚƌƵĐƟŽŶ
PANEL MOCK UP
A4.07 Panel Structure & Fabrication/Construction Process
59
“Consealment by some means that alters or obscures the appearance: Drab plumage provides the bird with camouflage against predators.” “Disruptive/Dazzling Pattern: Hi-contrast pattern bends from the background in order to obfuscates an object’s size, form, speed and range” Panoroma of Avian Observatory Interior View&Gradual-change of Openings (bottom)
60 9 CAMOUFLAGE
61
Photo Credits to WUSTL Photos
62 9 CAMOUFLAGE
63
PS
REVIT DOCS E
D
C
B
1
A
Revit Construction Drawings for Philadelphia Town Office Building Penn Design Construction
2
3
4
5
ROOF 105' - 0"
ROOF 105' - 0"
Level 10 95' - 0"
Level 10 95' - 0"
Level 9 85' - 0"
Level 2 10' - 0"
Level 9 85' - 0"
Level 8 75' - 0"
Level 1 2 10' 0' - 0"
Level 8 75' - 0"
Level 7 65' - 0"
Level Level 12 0'10' - 0" - 0"
Level 7 65' - 0"
Level 6 55' - 0"
Level 1 0' - 0"
Level 6 55' - 0"
Level 5 45' - 0"
Level 5 45' - 0"
Level 4 35' - 0"
Level 4 35' - 0"
1 A401-1
Level 3 25' - 0"
Level 3 25' - 0"
Level 2-2 19' - 5 3/16" Level 2 15' - 0" Level 1-2 8' - 9" Level 1 0' - 0"
ARCH532 CONTRUCTION TECHNOLOGY II / 14SP
F
Level 2 15' - 0" Level 2 10' - 0"
Level 1-2 8' - 9"
Level 1 0' - 0"
Level 1 0' - 0"
B1 -12' - 0"
B1 -12' - 0"
B2 -24' - 0"
B2 -24' - 0"
B3 -36' - 0"
B3 -36' - 0"
ARCH 532
Philadelphia Offic Building Sections-2
2
Section EW-S 3/32" = 1'-0"
1
Section NS-E 3/32" = 1'-0"
532.
Project Number Date
Ca Che
Drawn By Checked By
A202
Scale
A
F
B
3/32" =
A Rectangular Duct
Level 2 9 85' - 0" 10'
W-Wide Flange W18X76
ROOF 105' - 0" Level 4 35' - 0"
10' - 0"
Level 6 55' - 0"
Basic Wall Generic - 8" Masonry
Level 1 8 2 75' 10' 0' - 0"
ARCH532 CONTRUCTION TECHNOLOGY II / 14SP
10' - 0"
10' - 0"
Level 5 45' - 0"
Level 2 9 85' - 0" 10'
10' - 0"
Level 4 35' - 0"
10' - 0"
Basic Roof Insulation on Metal Deck-EPDM
Level 1 8 2 75' 10' 0' - 0"
Curtain Wall Storefront
2 A501
5' - 6 13/16"
10' - 0"
Level 3 25' - 0"
Level 2-2 19' - 5 3/16"
Rhomboid east west solar shade
ARCH532 CONTRUCTION TECHNOLOGY II / 14SP
10' - 0"
W-Wide Flange W18X76
Level 10 95' - 0"
Basic Roof Insulation on Meta Deck -EPDM
Level 3 25' - 0"
Rhomboid Curatin Panle
Level 1 7 2 65' 10' 0' - 0"
Level 2-2 19' - 5 3/16"
Structural Beam System
Rectangular Mullion 2.5" X 5" rectangular
Level 2 15' - 0"
4' - 5 3/16"
Level 1 7 2 65' 10' 0' - 0"
Rectangular Mullion 2.5" X5" rectangular
10' - 0"
Level 2 15' - 0"
Level 1 6 55' 0' - 0"
6' - 3"
Floor 4" LW Concrete on 2" Metal Deck 2
ARCH 532
Level 1 6 55' 0' - 0"
Level 1-2 8' - 9"
ARCH 5
Philadelphia Buildin
Level 1-2 8' - 9"
Philadelphia Office Building
Partial Wall S
Detailed Sections
Project Number Date Drawn By
Project Number
Drawn By
3
Checked By
Scale
532.2014 0425 Can Fu Checker
Checked By
Callout of Section EW-N with atrium 1/2" = 1'-0"
A402
1/4" = 1'-0"
2
Scale
YIN
6" Grass Geotext Tile Drainage Membrane Layer 1" Sand 3/4" Bitumen high Density Board 3/4" EPDM Membrane Roofing 2" Thermal Barriers Moisture Barriers 3/4" Plywood Sheating 9-1/4" Dimension Lumber 1/2" Gypsum Wall Board
YIN
1' - 4 1/2"
Level 3 Rear 21' - 0" 4" Exterior Brick Masonry 1 1/2" Air Cavity 1 1/2" Rigid Insulation 8" Concrete Masonry Block 6 Mil Vapor Barrier 1/2" Metal Furring 3/4" Interior Finish Gypsum Board
5' - 6" 1' - 9"
SIYUAN
SIYUAN
0' - 9"
1' - 4 1/2"
4" Exterior Brick Masonry 1 1/2" Air Cavity 1 1/2" Rigid Insulation 8" Concrete Masonry Block 6 Mil Vapor Barrier 1/2" Metal Furring 3/4" Interior Finish Gypsum Board
Bond Beam
Level 3 23' - 6"
8"x8"x16" Concrete Bond Beam
Steel Angle
1-1/4" Clapboard Siding 3/4" Wood furring 3/4" Wood Sheating Plywood 5-1/2" Wood Stud Layer 3/4" Gypsum Wall board
L6"x6"x1/2" Steel Angle
PennDesign University of Pennsylvania
PennDesign
1" Anchor Bolt
University of Pennsylvania
Arch531 Construction Technology
Arch531 Construction Technology
2"x10" Nominal Cut Lumber Section
Rowlock Sill 15" Slope
2 1/2" Rigid Insulation
96" x 72" Fixed Window 3
2 A201
Level 1 2' - 0"
0' - 11"
Flasing Drip Edge Under Sill
ADD201
A501
Callout of Detailed Section EW-S with window 1/2" = 1'-0"
6' - 0"
Date
Detailed Callout Section EW-S with window 1/4" = 1'-0"
5/2/2014 3:49:32 PM
2
Metal Wall Ties Vertically Spaced @16" O.C.
5-1/2" Insulation
PennDesign
Project Number Date Drawn By Checked By 2
Callout of Green Roof at Skylight 1 1/2" = 1'-0"
1
Callout of Cantilevered Roof And Floor Framing 1 1/2" = 1'-0"
4" Exterior Brick Masonry Construction 1 1/2" Air Cavity 1 1/2" Rigid Insulation 8" Concrete Masonry Block 6 Mil Vapor Barrier 1/2" Metal Furring 3/4" Interior Finish Gypsum Board Project Number
Issue Date Siyuan Yin Checker
ADD502
1 1/2" = 1'-0"
Wood Blocking 4" Exterior Brick Masonry 1 1/2" Air Cavity 1 1/2" Rigid Insulation 8" Concrete Masonry Block 6 Mil Vapor Barrier 1/2" Metal Furring 3/4" Interior Finish Gypsum Board
6" Grass Geotext Tile Drainage Membrane Layer 1" Sand 3/4" Bitumen high Density Board 3/4" EPDM Membrane Roofing 2" Thermal Barriers Moisture Barriers 3/4" Plywood Sheating 9-1/4" Dimension Lumber 1/2" Gypsum Wall Board
Insulation Filling 2"x10" Roof Framing
Typical Wall Call Out Details
Metal Coping 2"x14" Wood Nailer
Level 3 23' - 6"
PennDesign Construction
Project Number Date Drawn By
Callout of Second Floor Framing and Wall 3 1 1/2" = 1'-0"
Scale
64 PS REVIT DOCS
Level 2 Rear 11' - 0"
9" Insulation 4" Exterior Brick Masonry 1 1/2" Air Cavity 1 1/2" Rigid Insulation 8" Concrete Masonry Block 6 Mil Vapor Barrier 1/2" Metal Furring 3/4" Interior Finish Gypsum Board
Callout ofl Ground and Foundation Wall 1 1/2" = 1'-0"
Level 2 13' - 6"
11/25/2013 11:22:21 AM
0' - 11"
Level 2 13' - 6"
Pine Street Additional House
2
2' - 10"
Callout of Window Head and Sill Detail 1 1/2" = 1'-0"
2' - 0"
1' - 9"
Level 3 23' - 6"
1
1' - 9"
0' - 10"
GROUND 0' - 0"
0' - 11"
8' - 0"
10' - 0"
2x8 Wood Blocking
Typical Wall Call Out Details
6' - 0"
8'x6' Chrome Frame Skyline 1" Insulated Glass
2' - 5"
0' - 10"
6" Grass Geotext Tile Drainage Membrane Layer 1" Sand 3/4" Bitumen high Density Board 3/4" EPDM Membrane Roofing 2" Thermal Barriers Moisture Barriers 3/4" Plywood Sheating 9-1/4" Dimension Lumber 1/2" Gypsum Wall Board
Pine Street Additional House
Flashing w. Weep Hole @ 2' O.C. TYP
Checked By Callout of Parapet Detail 4 1 1/2" = 1'-0" Scale
Project Number Issue Date Siyuan Yin Checker
ADD501
1 1/2" = 1'-0"
1
2
ARCH532 CONTRUCTION TECHNOLOGY II / 14SP
1
final inte 12" = 1'-0"
ARCH532 CONTRUCTION TECHNOLOGY II / 14SP
2
3D View 11_ex 12" = 1'-0"
Exterior View 1
Exterior View 2
ARCH 532 Philadelphia Office Building
Date Drawn By Checked By
ARCH 532
2
3D View 12_ex 2 12" = 1'-0"
Scale
A003
532.2014 0425 Can Fu Checker
12" = 1'-0"
5/2/2014 3:44:12 PM
Exterior Renderings Project Number
Philadelphia Office Building
Date Drawn By Checked By
Scale
A001
532.2014 0425 Can Fu Checker
5/2/2014 3:40:23 PM
Exterior Views Project Number
P
Projec Date
Drawn
Check
1
3D View 19_1 exfinal 12" = 1'-0"
2
ARCH532 CONTRUCTION TECHNOLOGY II / 14SP
Scale
1
Exterior View 1
PRODUCED BY AN AUTODESK STUDENT PRODUCT
Exterior View 2
ARCH 532 Philadelphia Office Building
Drawn By Checked By
A001
Scale Copy (2) of southern facade
ARCH532 CONTRUCTION TECHNOLOGY II / 14SP
4
532.2014 0425 Can Fu Checker
ARCH532 CONTRUCTION TECHNOLOGY II / 14SP
Date
5/2/2014 3:40:23 PM
Exterior Views Project Number
ARCH 532
Philadelphia Offi Building
ARCH 532 Philadelphia Office Building
Interior Renderin
High Performance Facade Date Drawn By Checked By
3
southern facade Scale
A007
532.2014 0425 Can Fu Checker
12" = 1'-0"
1
53
Project Number Date
5/2/2014 3:44:33 PM
Project Number
Drawn By Checked By
3D View 17_inte pes 12" = 1'-0"
2
3D View 16_1 inte pe 12" = 1'-0" Scale
A004
PRODUCED BY AN AUTODESK STUDENT PRODUCT
ARCH 431/531: Construction Technology 1
PRODUCED BY AN AUTODESK STUDENT PRODUCT
PRODUCED BY AN AUTODESK STUDENT PRODUCT
Philadelphia Rowhome Addition
CANFUDESIGN
110713
Date
Can Fu
Drawn by
12" = 1'-0"
Scale
Interior View
12/15/2013 6:34:42 PM
ADD002
PRODUCED BY AN AUTODESK STUDENT PRODUCT
65
C
12"
PRODUCED BY AN AUTODESK STUDENT PRODUCT
Other Revit Construction Drawing Documents
A
B
C
D
E
F
1
2
ARCH532 CONTRUCTION TECHNOLOGY II / 14SP
3
4
5 6
roof plan 1/16" = 1'-0"
A
B
C
D
E
ARCH532 CONTRUCTION TECHNOLOGY II / 14SP
2
F
1 2 3
ARCH 532
4
Philadelphia Office Building
5 6
ARCH 532
Perspective Section 2
Philadelphia Office Building Site Plan
Project Number Date
Drawn By Checked By
A100
Scale
F
A
B
D
C
E
A
B
D
C
E
F
A
B
D
C
74' - 0 15/16"
E
F A
3
D
C
E
F
25' - 0"
1 69' - 9 11/16"
2
90' - 0"
90' - 0"
20' - 0"
65' - 0"
2
E
F
20' - 0"
Drawn By Checked By
A101
Scale
F
1
2
2
3
5
6
135' - 0"
ARCH 532
4
5
Philadelphia Office Building
6
Ceiling Plans 532.2014 0425 Can Fu Checker
Project Number Date Drawn By
1/16" = 1'-0"
Checked By
3
Level 1 1/16" = 1'-0"
4
Level 8 1/16" = 1'-0"
A110
Scale
1/16" = 1'-0"
P
D 1
Lobby Plan 1/8" = 1'-0"
D
C
S
D
F 4
3
2
1
A
B
C
D
E
D
C
B
1
A
2
3
4
E
F
E
F
5 ROOF 105' - 0"
F
ROOF 105' - 0"
10' - 0"
5
E
3
4
3
135' - 0"
6
135' - 0"
5/2/2014 3:45:32 PM
Date
E
5
532.2014 0425 Can Fu Checker
Project Number
Copy of Level 7 1/16" = 1'-0"
D
C
1
4
Floor Plans
4
B
135' - 0"
Philadelphia Office Building
6
Copy of Level 1 1/16" = 1'-0"
A
ARCH 532
5
6 135' - 0"
3
D
C
4
5 135' - 0"
B
135' - 0"
3
4
B3 1/16" = 1'-0"
2
A
20' - 0"
3
B1 1/16" = 1'-0"
65' - 0"
20' - 0"
1
1
10' - 0"
B
6
145' - 0"
90' - 0"
A
140' - 0" 27' - 8 3/8"
5
65' - 0"
Copy of B3 1/16" = 1'-0"
F
135' - 0" 22' - 3 21/32"
1 4
5 6
90' - 0"
2
25' - 0"
3
4
2
ARCH532 CONTRUCTION TECHNOLOGY II / 14SP
Copy of B1 1/16" = 1'-0"
25' - 0"
F
5 6
145' - 0"
144' - 2"
E
E
2
100' - 2"
4
6
D
74' - 0 15/16"
2 99' - 11 31/32"
3
5
C
D
C
135' - 0" 74' - 0 15/16"
100' - 11 9/16"
3
4
B
B
1
2 101' - 0"
74' - 0 15/16"
2
A
12" = 1'-0"
1 1
1
Scale
144' - 2 1/16"
145' - 0 1/16" 1
145' - 0"
A009
section 2
F
145' - 0 1/16"
145' - 0 1/16"
1
90' - 0"
E
section 2_1 12" = 1'-0"
65' - 0"
D
C
2
5/2/2014 3:47:55 PM
B
As indicated
532.2014 0425 Author Can Fu
ARCH532 CONTRUCTION TECHNOLOGY II / 14SP
A
Checked By 5/2/2014 3:45:23 PM
Date
Copy of Site 1" = 30'-0"
Drawn By
532.2014 0425 Can Fu Checker
Project Number
1
5/2/2014 3:45:17 PM
PS
REVIT DOCS
Level 2 10' - 0"
Level 1-2 8' - 9"
Level 1 0' - 0"
Level 1 0' - 0"
Level 2 15' - 0"
Level 1-2 8' - 9" Level 1 0' - 0"
B1 -12' - 0"
ARCH 532
B2 -24' - 0"
B2 -24' - 0"
B3 -36' - 0"
B3 -36' - 0"
Philadelphia Office Building
Level 2 10' - 0"
Level 1 0' - 0"
B1 -12' - 0"
B1 -12' - 0"
B2 -24' - 0"
B2 -24' - 0"
B3 -36' - 0"
B3 -36' - 0"
Section NS-W 3/32" = 1'-0"
2
Section EW-N 3/32" = 1'-0"
Date Drawn By Checked By
A201
Scale
3/32" = 1'-0"
1
10' - 0" 10' - 0" 10' - 0"
10' - 0"
10' - 0"
10' - 0"
10' - 0"
Level 3 25' - 0"
Level 2 15' - 0"
Level 2 15' - 0"
Level 1-2 8' - 9"
Level 1-2 8' - 9"
Level 1 0' - 0"
ARCH 532
Level 1 0' - 0"
B1 -12' - 0"
Philadelphia Office Building
Date Drawn By Checked By
A202
Scale
2
B3 -36' - 0"
Section EW-N with atrium 1/8" = 1'-0"
3/32" = 1'-0"
1
Callout of Section 5 1/8" = 1'-0"
A
F
A
5
4
3
2
1
F
E
D
C
B
B
C
D
E
1
F
2
3
4
5
Sewer
B2 -24' - 0"
B3 -36' - 0"
532.2014 0425 Can Fu Checker
Project Number
Gas Main
B1 -12' - 0"
B2 -24' - 0"
Section NS-E 3/32" = 1'-0"
5/2/2014 3:48:15 PM
1
Section EW-S 3/32" = 1'-0"
Level 4 35' - 0"
Level 3 25' - 0"
Level 1 0' - 0"
Sections-2 2
532.2014 0425 Author Checker
Level 5 45' - 0"
Level 4 35' - 0"
3 A501
Level 2 10' - 0"
Sections Project Number
10' - 0"
10' - 0" 10' - 0"
Level 1-2 8' - 9"
Level 1 0' - 0"
Level 6 55' - 0"
Ducts
Level 5 45' - 0"
10' - 0"
Level 3 25' - 0"
Level 7 65' - 0"
Level 6 55' - 0"
Custom Curtain Wall Panel w/ Low-E Glazing
10' - 0"
Level 3 25' - 0" Level 2-2 19' - 5 3/16" Level 2 15' - 0"
Level 1 0' - 0"
B1 -12' - 0"
Level 4 35' - 0"
1 A401-1
Level 1 0' - 0"
15' - 0"
Level 2 15' - 0"
Level 2 15' - 0" Level 1-2 8' - 9"
Level 6 55' - 0"
Level 5 45' - 0"
Level 4 35' - 0"
Level 8 75' - 0" Vertical Solar Shade
Level 7 65' - 0"
12' - 0"
2 A401
Level 3 25' - 0"
Level 3 25' - 0"
Level 1 0' - 0"
Level 5 45' - 0"
Level 9 85' - 0"
Level 8 75' - 0"
12' - 0"
Level 4 35' - 0"
Level 4 35' - 0"
Level 6 55' - 0"
Level 2 1 10' 0' - 0"
Level Level 2 1 10' - 0' 0"- 0"
12' - 0"
Level 5 45' - 0"
Level 5 45' - 0"
Level 7 65' - 0"
10' - 0"
Level 6 55' - 0"
Level 8 75' - 0"
Level Level 12 0'10' - 0" - 0"
10' - 0"
Level 1 0' - 0"
Level 9 85' - 0"
Level 1 2 10' 0' - 0"
10' - 0"
Level 7 65' - 0"
Level 2 10' - 0"
Level 7 65' - 0"
6' - 3"
Level Level 2 1 10' -0'0"- 0"
Level 9 85' - 0"
Level 8 75' - 0"
8' - 9"
Level 6 55' - 0"
Level 8 75' - 0"
12' - 0"
Level 7 65' - 0"
Level 9 85' - 0"
12' - 0"
Level 8 75' - 0"
Level 2 10' - 0"
Level 2 1 10' 0' - 0"
Level 10 95' - 0"
Level 9 85' - 0"
5/2/2014 3:48:46 PM
Level 9 85' - 0"
ARCH532 CONTRUCTION TECHNOLOGY II / 14SP
Level 10 95' - 0"
Level 10 95' - 0"
Level 2 10' - 0"
12' - 0"
ROOF 105' - 0"
Level 10 95' - 0"
ARCH532 CONTRUCTION TECHNOLOGY II / 14SP
ROOF 105' - 0"
Level 10 95' - 0"
10' - 0"
Level 10 95' - 0"
ROOF 105' - 0"
ROOF 105' - 0"
Rectangular Duct
A
W-Wide Flan W18X76
Level 4 35' - 0"
ROOF 105' - 0"
ARCH532 CONTRUCTION TECHNOLOGY II / 14SP
Level 8 75' - 0"
Level 8 75' - 0"
Level 7 65' - 0"
Level 6 55' - 0"
Level 6 55' - 0"
Level 5 45' - 0"
Level 4 35' - 0"
Level 4 35' - 0"
Level 2 15' - 0" Level 1-2 8' - 9"
Level 1 0' - 0"
Level 1 0' - 0"
B1 -12' - 0"
B1 -12' - 0"
B2 -24' - 0"
B2 -24' - 0"
B3 -36' - 0"
B3 -36' - 0"
ARCH 532
Drawn By
1
Copy of North 3/32" = 1'-0"
Checked By
Scale
66 PS 1 BLURING ADJACENT REVIT DOCS
Level 7 65' - 0"
Level 6 55' - 0"
Level 6 55' - 0"
Level 5 45' - 0"
Level 5 45' - 0"
Level 4 35' - 0"
Level 4 35' - 0"
Level 3 25' - 0"
Level 2 15' - 0" Level 1-2 8' - 9"
Level 1 0' - 0"
Level 1 0' - 0"
B1 -12' - 0"
B1 -12' - 0"
B2 -24' - 0"
B2 -24' - 0"
B3 -36' - 0"
B3 -36' - 0"
A301
532.2014 0425 Can Fu Checker
3/32" = 1'-0"
Basic Wall Generic - 8"
Rhomboid east west solar shade
Basic Roof Insulation on
Level 3 25' - 0"
Rhomboid Curatin Panle
Level 2-2 19' - 5 3/16"
Structural Beam System
Rectangular 2.5" X 5" rec
Level 2 15' - 0"
ARCH 532
Floor 4" LW Concrete on 2" Metal Deck 2
Philadelphia Office Building
Elevations N/E Date
Copy of East 3/32" = 1'-0"
Level 7 65' - 0"
Level 2 15' - 0"
Philadelphia Office Building
Project Number
2
Level 8 75' - 0"
Level 3 25' - 0"
Level 1-2 8' - 9"
Elevation S/W 1
Copy of South 3/32" = 1'-0"
2
Copy of West 3/32" = 1'-0"
Project Number Date Drawn By
5/2/2014 3:48:52 PM
Level 2 15' - 0"
Level 9 85' - 0"
Level 8 75' - 0"
Level 1-2 8' - 9"
Level 3 25' - 0"
Level 1-2 8' - 9"
Level 9 85' - 0"
W-Wide Flange W18X76
Checked By
Scale
A302
532.2014 0425 Can Fu Checker
3/32" = 1'-0"
5/2/2014 3:48:56 PM
Level 9 85' - 0"
ROOF 105' - 0"
Level 10 95' - 0"
ARCH532 CONTRUCTION TECHNOLOGY II / 14SP
ROOF 105' - 0"
Level 10 95' - 0"
ROOF 105' - 0"
Level 10 95' - 0"
3
Callout of Section EW-N with atrium 1/2" = 1'-0"
2
Callout of Detailed Section EW-S with window 1/2" = 1'-0"
Philadelphia Rowhome Addition
Checked By
Scale
Project Number 112513 Can Fu Checker
ADD005
Project Number Date Drawn By Checked By
Scale
12" = 1'-0"
DN
DN
Philadelphia Rowhome Addition
UP
UP
CAN FU DESIGN
ARCH 431/531: Construction Technology 1
Philadelphia Rowhome Addition
CAN FU DESIGN
ARCH 431/531: Construction Technology 1
Philadelphia Rowhome Addition
CAN FU DESIGN
Project Number 112513 Can Fu Checker
ADD003
UP
DN
ARCH 431/531: Construction Technology 1
Drawn By
11/26/2013 3:09:47 PM
Date
11/26/2013 3:09:33 PM
Philadelphia Rowhome Addition
ARCH 431/531: Construction Technology 1
East Facade & Curtain Wall
Exploded Axonometrics Project Number
ARCH 431/531: Construction Technology 1
CAN FU DESIGN
CAN FU DESIGN
UP
UP
UP
Drawn By Checked By
ADD004
12" = 1'-0"
Scale
Second Floor & Roof Plan
Floor Plan
Project Number 112513 Can Fu Checker
Project Number Date Drawn By 11/26/2013 3:09:37 PM
Project Number 112513 Can Fu Checker
Date
Checked By
ADD103
3/8" = 1'-0"
Scale
Project Number 112513 Can Fu Checker
Project Number Date Drawn By 11/26/2013 3:10:17 PM
Renderings Project Number
UP
Checked By
Scale
ADD102
3/8" = 1'-0"
11/26/2013 3:10:14 PM
UP
8'X8' Chrome Frame Skylight 1" Insulated Glass 1" X 4" Woold Blooding 3/4 Plywood Sheathing 4 ML Vapor Barrier 4" Metal Stud Wall 4 ML Vapor Barrier 1/2" Gyp Board Roof Drainage
CAN FU DESIGN
CAN FU DESIGN
Level 3 23' - 6"
Level T.O. Roof 34' - 0"
Level T.O. Roof 34' - 0"
6" Grass 4" Top Soil Geotextile Drainage 1" Sand 3/4" Bitumen High Density Board 3/4" EPDM Membrane 2" Rigid Insulation Moisture Barriers 3/4" Plywood Sheathing 9 1/4" Dimentional Lumber 1/2" Gyp Wall Board
C
Wood Blooding for Gyp Bo
Level 2 13' - 6"
Level 2 Rear 11' - 0"
Level 3 23' - 6" ---
Level 3 Rear 21' - 0"
Level 2 13' - 6"
Level 2 13' - 6"
Level 2 Rear 11' - 0"
Level 1 2' - 0" GROUND 0' - 0"
Level Basment -6' - 6"
Level Basment -6' - 6"
Level 3 23' - 6"
Flasing Drip Edge Under Sill
Level 3 Rear 21' - 0"
2 ADD503-2
Level 1 2' - 0" GROUND 0' - 0"
1-1/4" Clapboard Siding 3/4" Wood furring 3/4" Wood Sheating Plywood 5-1/2" Wood Stud Layer 3/4" Gypsum Wall Board
Philadelphia Rowhome Addition
Level 2 13' - 6"
Level 2 Rear 11' - 0"
Level 3 23' - 6"
--1 ADD502
ARCH 431/531: Construction Technology 1
1 ADD503-2
Philadelphia Rowhome Addition
Level 3 23' - 6"
Level 3 Rear 21' - 0"
ARCH 431/531: Construction Technology 1
Level 3 23' - 6"
Level 3 Rear 21' - 0"
Philadelphia Rowhome Addition
Level 3 Rear 21' - 0"
Level 1 2' - 0" GROUND 0' - 0"
Level Basment -6' - 6"
2"X6" Nominal Cut Lumber Section
5'1/2" Insulation
SECTION N-E/E-S 9" Insulation
Project Number 112513 Author Checker
Project Number Date Drawn By
Date Drawn By Checked By
Scale
ADD201
3/8" = 1'-0"
Checked By
11/26/2013 3:10:19 PM
Project Number 112513 Author Checker
Project Number
Scale
3/8" = 1'-0"
Typica
Level 2 13' - 6"
4" Exteriro Brick Masonry 1 1/2" Air Cavity 8" Concrete Masonry Block 3/4" Interior Finish Gypsum Board
Project Number Date Drawn By Checked By
Level 2 Rear 11' - 0"
Scale
4" Exterior Brick Wythe Weathered Mortar Joint 1 1/2" Air Cavity 1 1/2" Rigid Insulation 8"X8"X8" Bearing CMU 6ML Vapor Barrier 1/2" Metal Furring 3/4" Gyp Board Interior
CAN FU DESIGN
ADD202
11/26/2013 3:10:21 PM
Section N-W/E-N
CAN FU DESIGN
CAN FU DESIGN Level 3 23' - 6"
Wood Blocking 2"X10" Wood Joists
1/8" Low-E Tempered Glass 1/4" Argon Fill 1/8" Heat Mirror FIlm R5.6 TC 88 IGU 1/8" Angled Glass
1/8" LOW-E Tempered Glass 1/4" Argon Fill 1/8" Heat Mirror Film R 5.6 TC 88 IGU 1/8" Annealed Glass
1" Custom Solar Shading Device Attached to Ext Brick
2" Custom Solar Shading DEVICE Attached to Ext Brick
Aluminum Curtain Wall Sill 2 1/2" X 5" Rectangular Mullion
ARCH 431/531: Construction Technology 1
3/4" Gypsum Board
ARCH 431/531: Construction Technology 1
Philadelphia Rowhome Addition
ARCH 431/531: Construction Technology 1
Philadelphia Rowhome Addition
L 6"X6"X12" Steel Angle Support
Philadelphia Rowhome Addition
Level 3 Rear 21' - 0"
4"X8"X16"CMU Blocks
1 1/4" Aluminum Plate 1ADD503 ---
Wood Block for Subfloor
GROUND 0' - 0" 2" x 10" Wood Joists
Level 1 2' - 0"
Date Drawn By Checked By
Scale
Project Number 112513 Can FU Checker
ADD301
3/8" = 1'-0"
Project Number Date Drawn By Checked By
Scale
Project Number 112513 Can Fu Checker
ADD302
Typical Wall Call Out Details Project Number Date
16" Foundation Wall
GROUND 0' - 0"
Drawn By Checked By
Scale
Project Number 112513 Can Fu Checker
ADD503-2
1 1/2" = 1'-0"
67
11/26/2013 3:10:37 PM
Project Number
11/26/2013 3:10:23 PM
Level Basment -6' - 6"
Elevation East
11/26/2013 3:10:26 PM
Elavation NS
AD
ARCHITECTURE
PROJECTS 10-51
1
OBJECTS CONTAINERS WORLDS 2016 World Trade Cener Tower In Downtown Los Angeles, CA
Penn Design 704 Tom Wiscombe Studio//Can Fu+Hua Yang This semester we mainly focus on explore architecture as world through radical interiority. Our point of departure will be Machado and el-Khoury’s concept of “hollow monoliths“, where the solidity of a monolith seems to be undermined by its emptiness. Architecture, of course, can never be actually empty, so it will be the task of the studio to use combinations of poche, nested objects, and extrusions from new grounds. Rather than presuming an architectural ontology where buildings exterior expression (posture, shaper, contextural linkages, social function) is primary, we attempt to create architecture which inverts that implied hierarchy. Some of the repercussions of this inversion are that architecture might tend to deflect semiotic readings through exterior muteness, and create its own internal density, language, sacale, and even physics on its interior. Interiors could begin to contain objects and formations that might ordinarily be encoutered on the earthen surface we refer to as ‘land‘, but in strange juxtapositions, awkward orientations, and improbable scales. With the design strategy of applying three entites: Figure, Liner and Shell, to create a interior world totally losing the gravity and normal orientations. Architecture, in this way, becomes a container for a new, nested world, served from land, from World.
70 1 OBJECTS CONTAINERS WORLDS
71
72 1 OBJECTS CONTAINERS WORLDS
Dragon Cut (Left) & Building Section Cut_Major Conference and Trading Space (Right)
73
74 1 OBJECTS CONTAINERS WORLDS
Site Plan & Conference Space Plan
75
76 1 OBJECTS CONTAINERS WORLDS
Circulation & Space Figure Diagram
77
78 1 OBJECTS CONTAINERS WORLDS
Physical Model Photos
79
80 1 OBJECTS CONTAINERS WORLDS
Auditorium_Detail of Physical Model Interior
81
2
BLURING ADJACENT 2015 Auction House and Galleries in Chelsea New York City
Penn Design 602 Hina Jamelle Studio//Angela Huang + Can Fu The concept of the auction houses has changed since the invention of the internet, and use of digital technology. Hence the traditional auction houses are replaced with “cyber auction rooms” that all the bidding and showing are through the web, and the large auditorium type of auction rooms are replaced with smaller auction rooms combined with gallery and rretreat spaces that are specifically for the high-end clients. In this case, auction is not about trading, it becomes a performance and a show. The organic façade pieces continue to the interior and serves as the purpose of circulation, structure, and artificial lighting. Reinventing the traditional organization of an auction house, just like the continuous facade, there are obvious start and end of a program or space. The auction room shifts the program to gallery space through undulated ramps and the smaller gallery spaces fading into an open space and becomes a café with open seatings.
82 2 BLURING ADJACENT
83
34
GALLERY SPACE
16
17
2
AUCTION ROOM
1
GALLERY SPACE
16
GALLERY SPACE
17
BALCONY
OFFICE
2'-7"
18
2
17
SEMINAR ROOMS
13
16
EXHIBITION HALL
12
14
2
OFFICE
2
EXHIBITION HALL
18
20
UNDERGROUND PARKING ENTRY
2
RESTORATION SPACE
84 2 BLURING ADJACENT
13
15
MAINTENANCE
LOBBY
ROOF DRAIN
12” THK CUSTOM MADE GLASS FIBER REINFORCED POLYMER PANEL COATED W/ FIRE RETARDANT RESIN WATERPROOFING MEMBRANE SERVICE ZONE
ROOF DETAIL STEEL LINTEL CAST INTO GFRP RIGID INSULATION BATT INSULATION VENT
ANCHOR BOLT SLIP JOINT SERVICE/ INSTALLATION ACCESS
TYP. FACADE DETAIL LOW IRON DOUBLE GLAZED GLASS
MIN 36” HEIGHT
2% MIN
WATERPROOFING MEMBRANE DRAIN CONCRETE SLAB
BALCONY DETAIL
HANDRAIL INTERIOR FINISH RECESSED LIGHT GYP. CEILING
CONCRETE REBAR
MEZZANINE DETAIL
TWO WAY WAFFLE SLAB 3’X3’ EXPOSED COFFER
3’ 24” THK
TYP, FLOOR DETAIL
Blurring Adjacent // Auction House and Gallry // Can Fu+ Angela Huang // 2015 Spring 85
86 2 BLURING ADJACENT
87
Auditorium Level Floor Plan
Ground Floor Plan
88 2 BLURING ADJACENT
25'-11 1/2"
"
18'-7 1/4
11
18'-
15'-11"
" 1/4
"
'-7
28
'-1 0
1/2
"
20
'-1
1
3/4
"
16
28'-5
1/4"
OPEN TO BELOW
22
40'-0
"
24”THK CONCRETE W/ 3’X3’ WAFFLE SLAB
'-1
01
30
'-0
1/2
"
/4"
26'-5
1/4"
24'-1
0 3/4"
Structure Floor Plan
89
90 2 BLURING ADJACENT
91
92 2 BLURING ADJACENT
Paper Model Photos
93
3
SHIFTING HYBRIDS 2014 Transformation for A New Hotel & Residential Building in Tribeca, NYC
Penn Design 601 Hwina Jamelle Studio//Angela Huang + Can Fu With the use of particular parameter and technique concepts like degree of curvature, crease and shifting, the apartment-hotel hybrid is developed to a series of building systems for both facade and interior, such as window frames, ceilings, stairs, furnishing and partition walls, etc. The hybrid with interesting geometric form and layered facade quality are formed due to the buildings system which reveal the techniques and geometry form derived from parameters set up previously. Similarly, the projects’ units aggregation following the interlocking logic as well, which allows puzzle-like space formed for the interior space, concave and convex layered surface quality happened for the facade. In addition, the puzzle formation create various units type and size, which allow the space be applied for multiple function and programs, such as hotel space, studio and suites and shared central public space, like a system of dining space.
94 3 SHIFTING HYBRIDS
95
--- 5TH FLOOR PLAN
RESTAURANTS
--- GROUND FLOOR PLAN
96 3 SHIFTING HYBRIDS
APARTMENT
APARTMENT
APARTMENT
--- 8TH FLOOR PLAN
HOTEL
APARTMENT
A.
UNITS A + B PARA/
Degree of Curvature Shifting of Program&Structure Crease
SYSTEM/
Windows&Sill Partition Walls Furnishing
B.
97
98 3 SHIFTING HYBRIDS
99
100 3 SHIFTING HYBRIDS
101
4
CELLULAR NESTING 2015 Cultural Complex Center For Golden Orange International Film Festival In Antalya, Turkey
Penn Design 701 Sulan Kolatan Studio//Can Fu + Grace Kim Home to the Golden Orange Film Festival, the annual International event, Antalya is located on active geological formation featuring rich underground ecosystem. Start with the Grasshopper script technique of Minimal Surface Cell Formation to produce the base cell space for the program. In addition, inspired from cave ecosystem, the project explores the duality that exist in the cave formation. Three major categories to focus for the design of the theater are form, mass, and materials. The connectivity of long tunnels and series of chambers observed inside of the cave are translated into the interior of the theater. The outside, inside, and in-between spaces of two different minimal surfaces that are nested together, creating moments of inversions that interweave various programs together. The soft and hard materials not only contribute in functional role such as acoustic control and structural support but also challenges the idea of integration of sustainability into the design. The formation of the theater are populated in various scales throughout the site as landscape, providing inhabitable spaces for both flora and fauna while functioning as public park with strong emphasis on the bike-ride system.
102 4 CELLULAR NESTING
103
TION
THEATER GROUND FLOOR PLAN _Lower Theater VIP Seating Area _Perfromance Stage _Orchestra _500 Seats _Cafe Area
Site Plan with Landscape Design
Nesting Cell Formation and Program Diagram
TUNNEL (CIRCULATION)
TUNNEL (CIRCULATION)
CHAMBER
CHAMBER
POND
ANIMAL HABITATION
CHAMBER (THEATRE)
TUNNEL (CIRCULATION)
ORIGINAL CELL PLAN PROGRAM DIAGRAM
SKYLIGHT
THEATER SECOND FLOOR PLAN
THEATER SECOND FLOOR PLAN
_Upper Theater Seating Area _Perfromance Stage _Orchestra _2000 Seats
_Upper Theater Seating Area _Perfromance Stage _Orchestra _2000 Seats
MODIFIED CELL SECTION PROGRAM DIAGRAM
104 4 CELLULAR NESTING
OUTDOOR THEATRE SEATING
SCREEN
CHAMBER (THEATRE)
STAGE ORCHESTRA
UNDERGROUND BIKE PATH
TUNNEL (CIRCULATION)
105
3D Print Physcial Model Photos with Landscape Design
106 4 CELLULAR NESTING
107
5
CIRCULATION PATTERN 2014 Urban Forces Formation of Automotive Research & Exhibition Center in Philadelphia, PA
Penn Design 502 Eduardo Rega Studio//Can Fu The urban composition developed based on a series of research and mappings of visible and invisible urban forces, which are traffic, residents and wind. Through analyzing the actions performed by these urban forces on the site, including traffic flow, surveillance of residents and wind pollution movement, a functioning combination form and space is finally established. It is really interesting to investigate the transformation of these 3 forces to the actual building form, functional space and circulation. The automotive center was divided into 3 major functional zones based on the space variation created by the circulation path. The basement with large open space of building is divided as the parking and museum zone. Then the upper level is used for research labs and auditorium. And the tower part is for offices and classrooms. As the circulation leading the visitors and cars going through the building, related space with program function is created by these pathways. Different path circulations leading to different functional space.
108 5 CIRCULATION PATTERN
109
110 5 CIRCULATION PATTERN
111
FABRICATION 54-87 DIGITAL
6
PARAFICTIONAL OBJECT 2015 Golden Lamp Inovation Process In Penn Design Upper Gallery
Penn Design Arch 703 Kutan Ayata Studio//Can Fu + Lu Han In Contemporary art, one of the most relevant practices for architecture can be found under the loose heading of Parafiction. Architecture has much in common with parafictional art practices, which is multi-medium and the most “real“ of any art, it is constantly engaged in questions of context, and it is a specific object or scenario that inserts itself into the constantly changing conditions of reality. This representation and innovation process of the object (extracted from the classical still life paintings) is attempt to explore the aesthetics of realism for the objects in a different context. In this project, through redesign the golden bottle taken from Dutch painting Banquet Still Life by Adriaen Can Utrech, 1644 , bring the new relations between objects themselves in certain scenario, aesthetic relations of color, texture, materiality, luminosity, and reflectivity. The “new” golden bottle will seek to blend in, but not to hide. In the meantime, the transformation of the bottle’s form bring new function the “new“ object produced, it become a golden lamp to blend in the original scenario again. The estrangement of context is a crucial aspect of realism, where a shift allows one to see the familiar in new terms as doubt overtakes assumed certainties; doubt which can manifest materially, formally, programmatically, and ultimately architecturally.
114 6 PARAFICTIONAL OBJECT
115
Original Golden Bottle in Dutch Painting
Golden Lamp Design Evolutionary Process
116 6 PARAFICTIONAL OBJECT
117
TOP/Original Painting Banquet Still Life Adriaen Can Utrech, 1644 oil on canvas current location: Rijksmuseum Amsterdam
118 6 PARAFICTIONAL OBJECT
BOTTOM/ Fictional Painting Banquet Still Life 2016 The test of the environmental effect with substituing the innovated golden lamp in the painting
119
120 6 PARAFICTIONAL OBJECT
121
7
MINIMAL SURFACE 2015 Sun Shading Entrance Wall for 2015 International Architecture Biennale in Antalya, Turkey
Penn Design 701 Sulan Kolatan Studio//Can Fu +Grace Kim + Hannibal Newsom (TA) This Parametric Wall was designed as a Sun Shading Device for 2015 Antalya International Architecture Biennale in Turkey. As the topic of this Biennale is the Parametric Modernism, this Sun Shading Wall was assembled at the Entrance of Exhibition to bring people to a world full of digital fabrication applied in the architectural field. Take people to reconsider the role of digital technique in the architectural design. In order to fulfill the sun shading function, we explored the grasshopper script of Minimal Surface to control the opening size of each aggregation cell. In this way, the light going through the wall will be controlled with different intensity at various angle. In addition, the wall was designed as the dual layer of two cell combination to create more interesting shadow pattern when the light going through. In terms of the actual wall fabrication part, as it is fabricated in the state and transferred to Turkey, we chose FDM plastic material to 3d print the single cell and reassembled all the cell modules in Turkey, In this way, the shading wall was light and easily assembled.
122 7 MINIMAL SURFACE
123
CELL VARIATION (TopM, BtmM)
CELL VARIATION (TopLR, BackLR)
2 SURFACE CELL
124 7 MINIMAL SURFACE
Dual-Layer Cell Wall Assembling Process 125
FDM 3D Printing Modules Photos
126 7 MINIMAL SURFACE
127
8
LINE TO SURFACE 2013 Cocooning Simulation Research Arylic Powder Material 3D Printing Test
Penn Design 501 Simon Kim Studio//Can Fu This project start with studying the process of cocooning, to get a better understand of its structure formation, which starts from simple large structure and then developed to a more dense netwroks. Density creates beauty, but always start from simple structure or outline. Second step is to set up a Grasshopper Script based on the geometric relationship between points and lines derived from cocooning process. The code developed a line structure with the randomly growing lines but still connecting among the triangular points. To continue the study of line connection and rotation, but focusing more on the irregular way of line connecting and random trigonometry. Through studying the structure of cocoon, the modules with more irregular form and random structure were derived from the same structure theory. It is called the Structure Hyperplasia. Third step is to develop the line structure space produced from computer coding to the curvature surface space with the application of Maya technique. This step bring the project to a advanced level which derived from cocooning but successfully complete the transformation of the line to the occupied space and explore the possibility of spacial function of lines.
128 8 LINE TO SURFACE
130 8 LINE TO SURFACE
131
8
.1
BRANCHING ELEGANCE 2014 Modular Aggregation Design for Color 3D Pringting Test
132 8.1 BRANCHING ELEGANCE
133
DRAWING&PAINTING 90-95 ARTWORK
1
DIGITAL DRAWING 2015 Real Environment Simulation Maya Animation Scene Clips
Penn Design FNAR366 Advanced Modeling Studio//Can Fu
136 1 DIGITAL DRAWING
137
2
PAINTINGS&DRAWINGS 2009-2011 Oil Painting/ Gouache&Pastel/Water Color/ Pen Drawing/ Charcoal Figure Sketches UWashington Painting Major Projects
138 2 PAINTINGS&DRAWINGS
139
THE END
2016.07
Can Fu MARCH University of Pennsylvania canfu@alumni.design.upenn.edu 3145021308