Elaine Wong Architectural Assistant elwong@design.upenn.edu
Izmir Folkart Basemane Shangdong Weihai Clubhouse Le Meridian Hotel Inpira Greenfield Hospital
Professional work_Architecture
Island Pier and Dubai Lighthouse Saint Gobain Parklet Competition Cresskill Japanese Pavilion Book Cloud
Professional work_Pavilion/ Window Display
Ascend Program
Yokohama Redux_ Yokohama Port Terminal Post Scientific Museum of Geology Mixed Used Hotel and Residential Pollution Research Center Material Studies Personal Work
Academic + others
Revit Studies
Izmir Folkart Basemane Design International
Head Designer: Rizki Nindito Design Team: Loredana Aru, Filippo tatini, Irene Botta, Hearan Kim etc. Izmir Folkart Basamane is a project based in the heart of Izmir Turkey. It is a development of 67,000 sqm includes a shopping center, municipality building and a residential tower. The idea behind the development is to draw the landscape (the park from the right) into the property, creating a jungle feel environment while taking in the idea of terracing from the traditional turkish houses to reinforce the idea. SITE ANALYSIS_Location
Distinctive shape of the bay window or balcony is laid out in a way to accentuate the vertical extension. Exposure to the public area creating notion of every building along the linear block arrangements. At the same time, more optimal visibility is obtained through the sides.
Embracing the surroundings are implemented by introducing neighbouring park into the scheme. The green elements are climbing throughout the terraces as they will be experienced between the human scaled retails built around them.
Going higher to the upper level of the scheme, cantilevered balcony is interrupting the setback nature of the building to create surprises with different experiences along the horizontal circulation.
Panoramic sea view next to the site, contributes another hierarchy of visual connection for the higher level of the scheme. That makes the journey start at any level for Folkart Alsancak.
Every gesture of the balcony is appreciated as places where people could enjoy the articulated space of the scheme, and have the better view towards the surroundings from Folkart Alsancak.
by
The strong character of Izmir traditional house, has justified its Turkish architecture influence on the proposed scheme as a concept.
Gesture of gradual setback at different heights creating the dynamic movement of vertical connectivity to be easily experienced through the horizontal journey. At the same time, visual connection between each terracing level are guaranteed to be maintained with better visibility angle.
min
Man-made Inspired
Inspired by the beauty of Turkey’s landscape, the proposed scheme gladly celebrates terracing form in nature to be adopted as a concept.
25
Landscape Inspired
car
CONCEPT_
CONCEPT_
Izmir Adna Menderes Airport
7.60
ROOF TOWER LEVEL SSL +204.95 m
3.80
RESI 4
7.60
3.80
40TH LEVEL SSL +170.75 m
39TH LEVEL SSL +166.95 m
3.80
41ST LEVEL SSL +174.55 m
3.80
42ND LEVEL SSL +178.35 m
3.80
43RD LEVEL SSL +182.15m
RESI 4
A-A` TOWER ROOF SSL +208.75 (+215.75 ACTUAL GROUND)
TECHNICAL RESI 4
RESI 3
3.80
44TH LEVEL SSL +185.95 m
RESI 4
TERRACES 7F SSL +38.50 (+45.50 ACTUAL GROUND)
RESI 4
RESI 3
3.80
3.80
38TH LEVEL SSL +163.15 m
3.80
39TH LEVEL SSL +166.95 m
3.80
40TH LEVEL SSL +170.75 m
45TH LEVEL SSL +189.75 m
3.80
41ST LEVEL SSL +174.55 m
46TH LEVEL SSL +193.55 m
3.80
42ND LEVEL SSL +178.35 m
47TH LEVEL SSL +197.35 m
3.80
43RD LEVEL SSL +182.15m
ROOF TOWER LEVEL SSL +204.95 m
3.80
44TH LEVEL SSL +185.95 m
3.80
45TH LEVEL SSL +189.75 m
3.80
46TH LEVEL SSL +193.55 m
3.80
47TH LEVEL SSL +197.35 m
RESI 4
RESI 3
A-A`
TERRACES 5F SSL +33.00 (+40.00 ACTUAL GROUND)
3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80 3.80
RESI 1
TECHNICAL
RESI 1
OFFICES
RESI 1
OFFICES
RESI 1
OFFICES
TECHNICAL OFFICES OFFICES
OFFICES
OFFICES
19
20
21
8.50
T3
4.00
T4
5.30
T5
7.55
T6
4.00
T7
5.24
T8
4.80
25
8.50
26
8.50
27
8.50
8.50
6TH LEVEL SSL +38.50 m
19
20
8.50
21
8.50
22
8.50
8.50
23
24
8.50
25
8.50
8.50
26 8.50
27 8.50
6TH LEVEL SSL +38.50 m 4TH LEVEL SSL +22.00 m 5.50
18 8.50
11.00
8.50
section jump
17
8.50
KIDS PLAY AREA
MALL
8.50
11
8.50
12
4.35 3.35
5.50 5.50
5.50
4.35
5.50
5.50
5.50
2.15 3.35
2ND LEVEL SSL +11.00 m
5.50
2.40
5.50
3RD LEVEL SSL +16.50 m G LEVEL SSL +-0.00 m
MSU
5.50
LOWER G LEVEL SSL -5.50 m
PARKING
20
21
8.50
16
3.50 3.50
8.50
18
8.50
19
3.50 3.50 8.50
25
26
27
30 m
PARKING
50 m
PARKING
8.50
21
8.50
22
5.50 3.50
8.50
24 PARKING
8.50
20
5.50
5.50
4.30 4.00
3.50
3.00
3.50
8.50
17
23
10 m
PARKING
8.50
1.50
0m
PARKING
15
5.50
22
8.50
LOWER G LEVEL SSL -5.50 m
B5 LEVEL SSL -23.00 m
3.50
19
8.50
PARKING 8.50
B4 LEVEL SSL -19.50 m
3.50
18
8.50
G LEVEL SSL +-0.00 m B3 LEVEL SSL -16.00 m
8.50
23
0m
8.50
24
3.50
17
8.50
PARKING
3.50
8.50
PARKING
B2 LEVEL SSL -12.50 m
F&B
ANCHOR
3.00
8.50
PARKING 8.50
3.50
PARKING
SHOPPARKING
3.00
PARKING
PARKING SHOP
3.50
F&B KIOSK
SHOP
3.00
SHOP PARKING
3.00
3.50
PARKING
MALL
1ST LEVEL SSL +5.50 m
B1 LEVEL SSL -9.00 m
3.50
ANCHOR
3.50
MALL
5.50
5.50
4.30 1.20
PARKING
F&B
4.30
F&B KIOSK
ANCHOR
PARKING
4TH LEVEL SSL +22.00 m 1ST LEVEL SSL +5.50 m
MSU
1.20
MALL
5.50 5.50
SHOP F&B KIOSK
MALL
3.50
SHOP MALL
SHOP
1.50
MALL
3.00
KIDS PLAY AREA
3.50
MALL
MALL
3.00
PARKING
8.50
14
KIDS PLAY AREA
section jump
5.50 3.50
3.00
3.50
3.00
3.50
8.50
13
PARKING
MALL
3.00
2.40
16 PARKING
4.55
0.95
15
8.50
3.50
PARKING
3.00
SHOP
3.50
SHOP
PARKING
8.50
5.50
INFO DESK
4.30
2.40
3.50
3.00
3.50
3.00
5.50
F&B KIOSK
PARKING
10
3.10
5.50
2.40
SHOP
PARKING 8.50
14
F&B KIOSK
3.10
5.50
4.30 0.95 4.55
5.50
F&B KIOSK
8.50
13
2ND LEVEL SSL +11.00 m
ANCHOR
4.30
MALL
F&B KIOSK
3.00
8.50
MSU F&B
MALL
4.00
F&B KIOSK
3.00
8.50
3RD LEVEL SSL +16.50 m
2.40
5.50
2.40 3.10
5.50 5.50
MALL
3.00
3.50
PARKING
3.50
PARKING
3.00
PARKING F&B KIOSK
8.50
9
3.10
2.40 8.50
8
PARKING
3.50
EXHIBITION SPACE
3.00
2.40 5.50
12
SHOP F&B KIOSK PARKING
MSU
11.00
MALL
5TH LEVEL SSL +33.00 m
5.50
MALL
5.50
KIDS PLAY AREA
2.15
MALL
2.40
1.50
5.50
4.05 0.95
5.50
3.35
SHOP
3.35
5.50
2.15
MALL
4.30
3.50
3.00
3.50
3.00
5.50
8.50
7
INFO DESK
1.20
4.30
11
3.50
3.00
1.50
10
RAMP
8.50
16
8.50
SEATING AREA
3.00
9
8.50
3.50
8
8.50
3.00
8.50
4.00
3.50
3.00
3.50
3.00
3.50 8.50
3.50
PARKING
8.50
7
15
8.50
3.00
RAMP
T8
4.80
F&B KIOSK
4.30
1.20
PARKING
T7
5.24
3.00
RAMP
24
8.50
0.95 4.30
F&B KIOSK
3.00
T5PARKINGT6
4.00
3.00
3.00 3.00
RAMP
7.55
8.50
T2
S.MARKET
3.00
RAMP
PARKING 5.30
23
8.50
4.61
1.50
5.50
4.05
MALL
3.00
PARKING
22
8.50
5.50
8.50
section jump
T1
SECTION A-A`
S.MARKET
ANCHOR
section cut
6.85
4.05
8.50
0.95
0.95 3.35
5.50
SHOP
EXHIBITION SPACE
3.00
B5 LEVEL SSL -23.00 m
10.04
3.35
5.50
1.20 2.40 4.30 1.20
MALL
section cut
RAMP
SHOP LOADING
F&B KIOSK
MALL
1.20
5.50
ANCHOR
3.50
S.MARKET
4.10
4.15
1.35
T4
3.50
T3 RAMP
3.00
4.00
3.50
B4 LEVEL SSL -19.50 m
8.50
3.00
T2
RAMP
3.50
8.50
3.50
PARKING RAMP RAMP
3.00
RAMP
3.50
-1.30 m RAMP
PARKING
3.00
PARKING
3.00
5.50
18 8.50
14
8.50
F&B KIOSK
4.30
ANCHOR
5.50
MALL 4.30
ANCHOR
3.00
S.MARKET ANCHOR
MALL
3.00
RAMP
4.30 1.20 1.50
ANCHOR
3.00
PARKING
FITNESS
4.00
5.50
4.00 1.50
5.50 5.50
RAMP
MALL
SHOP
SHOP
13
8.50
SEATING AREA
CINEMA
3.50
MALL
3.00
MALL CINEMA
ANCHOR
ANCHOR
12
8.50
2.15
4.30
ANCHOR
ANCHOR
1.20
ANCHOR
F&B
1.50
ANCHOR
PARKING
3.50
SECTION A-A`
B3 LEVEL SSL -16.00 m
17 8.50
F&B
1.20
MALL
11
8.50
4.30
FITNESS
BOH
4.00
LOADING
3.50
T1
3.50
B2 LEVEL SSL -12.50 m 8.50
16 8.50
FITNESS
1.20
0.85 11.00
10.05
CINEMA
1.50
ANCHOR
3.50
B1 LEVEL SSL -9.00 m
3.50
B5 LEVEL SSL -23.00 m
3.00
5.50 3.50
LOWER G LEVEL SSL -5.50 m
3.50
RAMP
3.00
RAMP
3.50
B4 LEVEL SSL -19.50 m
GF LEVEL SSL +-0.00 m
3.50
3.50
B3 LEVEL SSL -16.00 m
RAMP
3.00
3.50 3.50
B2 LEVEL SSL -12.50 m
15 8.50
0.95
FITNESS F&B
10
8.50
1.50
1ST LEVEL SSL +5.50 m
14 8.50
0.95 1.20
FITNESS
9
8.50
CINEMA
4.00
4.05
RAMP
8
4.80
10.04
GYM CINEMA
1.50
5.50
ANCHOR
4.00
5.50
5.50
4.15
3.50
B1 LEVEL SSL -9.00 m
13 8.50
5TH LEVEL SSL +33.00 m
7 5.31
4.30
5.50
5.50
1.50
BOH
5.50
3.50
3.00
3.50
5.50
LOWER G LEVEL SSL -5.50 m
3.00
-1.30 m
2ND LEVEL SSL +11.00 m
12 8.50
FITNESS
T3 8.50
1.20
7.05 11.00
T2 8.50
CINEMA
1.50 1.35
5.50
GF LEVEL SSL +-0.00 m
6.85
5.50
3RD LEVEL SSL +16.50 m
11 8.50
4.61
FITNESS OFFICES
4.10
5.50
4TH LEVEL SSL +22.00 m
1ST LEVEL SSL +5.50 m
10 8.50
3.50
3.80 1.20
1.55 1.00
5.50 3.80
FITNESS
4.00
11.00
5.50
2ND LEVEL SSL +11.00 m
9 8.50
OFFICES
4.00
5.50
8 8.50
OFFICES
1.50
3RD LEVEL SSL +16.50 m
7 4.80
GYM
3.00
5.31
section jump
OFFICES
T3
3.50
T2
3.00
OFFICES
10.05
11.00 5.50
RESI 1
RESI 1
4TH LEVEL SSL +22.00 m 5TH LEVEL SSL +33.00 m
RESI 1
RESI 1
T1 SHOPPING C. ROOF 6TH LEVEL SSL +38.50 m
RESI 1
RESI 1
4.30
07TH LEVEL SSL +45.35 m
RESI 1
RESI 1
1.55 1.00
5TH LEVEL SSL +33.00 m
TECHNICAL
RESI 1
4.15
7.05
08TH LEVEL SSL +49.15 m
RESI 2
RESI 1
8.50
09TH LEVEL SSL +52.95 m
RESI 2
RESI 1
8.50
5.50
SHOPPING C. ROOF 6TH LEVEL SSL +38.50 m
RESI 2
RESI 1
4.15
10TH LEVEL SSL +56.75 m
T1
RESI 2
TECHNICAL
3.80
11TH LEVEL SSL +60.55 m
RESI 2
RESI 2
3.80
12TH LEVEL SSL +64.35 m
RESI 2
RESI 2
3.80
13TH LEVEL SSL +68.15 m
RESI 2
RESI 2
3.80
14TH LEVEL SSL +71.95 m
RESI 2
RESI 2
3.80
15TH LEVEL SSL +75.75 m
RESI 2
RESI 2
3.80
16TH LEVEL SSL +79.55m
`
RESI 2
RESI 2
3.80
17TH LEVEL SSL +83.35 m
A-A
RESI 2
RESI 2
3.80
18TH LEVEL SSL +87.15 m
SKY BAR 4F SSL +22.00 (+29.00 ACTUAL GROUND)
RESI 2
RESI 2
3.80
19TH LEVEL SSL +90.50 m
`
RESI 3
RESI 2
3.80
20TH LEVEL SSL +94.75 m
A-A TERRACES 4F SSL +22.00 (+29.00 ACTUAL GROUND)
RESI 3
RESI 2
3.80
21ST LEVEL SSL +98.55 m
TERRACES 5F SSL +33.00 (+40.00 ACTUAL GROUND)
RESI 3
RESI 2
3.80
22ND LEVEL SSL +102.35 m
RESI 3
RESI 2
3.80
23RD LEVEL SSL +106.15 m
SKY BAR 4F SSL +22.00 (+29.00 ACTUAL GROUND)
3.80
24TH LEVEL SSL +109.95 m
TERRACES 4F SSL +22.00 (+29.00 ACTUAL GROUND)
RESI 3
RESI 3
3.80
25TH LEVEL SSL +113.75 m
3.80
07TH LEVEL SSL +45.35 m
26TH LEVEL SSL +117.55 m
RESI 3
RESI 3
0.85
08TH LEVEL SSL +49.15 m
3.80
09TH LEVEL SSL +52.95 m
3.80
10TH LEVEL SSL +56.75 m
3.80
11TH LEVEL SSL +60.55 m
3.80
12TH LEVEL SSL +64.35 m
3.80
13TH LEVEL SSL +68.15 m
3.80
14TH LEVEL SSL +71.95 m
3.80
15TH LEVEL SSL +75.75 m
3.80
16TH LEVEL SSL +79.55m
3.80
17TH LEVEL SSL +83.35 m
3.80
18TH LEVEL SSL +87.15 m
3.80
19TH LEVEL SSL +90.50 m
3.80
20TH LEVEL SSL +94.75 m
3.80
21ST LEVEL SSL +98.55 m
27TH LEVEL SSL +121.35 m
3.80
22ND LEVEL SSL +102.35 m
28TH LEVEL SSL +125.15 m
3.80
23RD LEVEL SSL +106.15 m
29TH LEVEL SSL +128.95 m
3.80
24TH LEVEL SSL +109.95 m
30TH LEVEL SSL +132.75 m
3.80
25TH LEVEL SSL +113.75 m
31ST LEVEL SSL +136.55 m
3.80
26TH LEVEL SSL +117.55 m
32ND LEVEL SSL +140.35 m
3.80
27TH LEVEL SSL +121.35 m
33RD LEVEL SSL +144.15 m
3.80
28TH LEVEL SSL +125.15 m
34TH LEVEL SSL +147.95 m
3.80
29TH LEVEL SSL +128.95 m
35TH LEVEL SSL +151.75 m
3.80
30TH LEVEL SSL +132.75 m
36TH LEVEL SSL +155.55 m
3.80
31ST LEVEL SSL +136.55 m
37TH LEVEL SSL +159.35 m
3.80
32ND LEVEL SSL +140.35 m
38TH LEVEL SSL +163.15 m
3.80
33RD LEVEL SSL +144.15 m
3.80
34TH LEVEL SSL +147.95 m
3.80
35TH LEVEL SSL +151.75 m
SSL +208.75 (+215.75 ACTUAL GROUND)
TECHNICAL
RESI 3
TERRACES 7F SSL +38.50 (+45.50 ACTUAL GROUND)
3.80
36TH LEVEL SSL +155.55 m
3.80
TOWER ROOF
37TH LEVEL SSL +159.35 m
8.50
25
B1 LEVEL SSL -9.00 m
B2 LEVEL SSL -12.50 m
B3 LEVEL SSL -16.00 m
B4 LEVEL SSL -19.50 m
B5 LEVEL SSL -23.00 m
8.50
26
27
30 m 10 m
50 m
Residential Tower Section and typical floor plans
Design Options for Municipality Tower
COMPARATION Current Facade
Proposal - Option 1 -
Proposal - Option 2 -
11
COMPARATION Current Facade
Proposal - Option 1 -
Proposal - Option 2 -
13
COMPARATION Current Facade
Proposal - Option 1 -
12
Proposal - Option 2 -
Shangdong Weihai Clubhouse_Shangdong China 10 Design In collaboration with Benoy, 10 design won the project to design the Shangdong Weihai clubhouse along with the 3 residential/ SOHO towers. I have taken charge in with the interior of the clubhouse which the basement consists of a swimming pool along with various training pools and changing rooms on the side. As to the 1/F, there is a platform overlooked the main swimming pool with a gym and a rock climbing wall close to the entrance. The second floor continues with the gym as well as the rock climbing wall with an outdoor tennis court.
Weihai Club house area/ image provided by local renderer
Weihai clubhouse/ image provided by local renderer
M .0 R 10 下
下
下
下
R
道 CK 跑 TR A 外 G 室UNNIN
下
上
下
Clubr House Roof Plan ROOF LEVEL .0 M
R6
消防水池
下方训练池 TRAINING POOL BELOW
消防泵房 消防水池
下方游泳池 下方康复池
SWIMMING POOL BELOW
AA’
RECOVERY POOL BELOW
下
会所/影院换热机房
公寓生活水泵房
RECEPTION
看台 SPECTATOR SEATING
SEATING
RECEPTION
垃圾房
攀岩
CLIMBING
Entry
1/F
Retail and Residential Section AA’
Image provided by Local Renderer
image provided by local renderer
Le Meridian Hotel_Doha 10 Design, Lead Consultant Situated at the heart of Doha, Le Meridian is a 33 Level hotel tower with a swimming pool located on the top floor. The facade has adopted a unique fenestration which goes from a spade to a more regular vertical seam once it progresses to the top. The project was entering into Detail Design when I came on board so I have taken charge of the Door schedule as well as hardware schedule while over looking the plans and RCP for the project.
NOTES
LEVELS +40.50 7 +44.10 8 +47.70 9 10 +51.30 +54.90 11 12 +58.50 13 +62.10 +65.70 14 +69.30 15 +72.90 16 +76.50 17 18 +80.10 19 +83.70 20 +87.30 21 +90.90 22 +94.50 23 +98.10
K
LEVEL 24 ROOM TAG
ROOM NAME
L24-01
01. EAST CORE
L24-02
02. LIFT L1, L2, L3 & L4
L24-03
03. STAIR 1
L24-04
04. FIRE LIFT LOBBY
L24-05
05. WEST CORE
L24-06
06. SERVICE FIRE LIFT S3/F & S4/F
L24-07
07. IDF ROOM
L24-08
08. SERVICE LIFT S2
L24-09
09. STAIR 2
L24-10
10. ELECTRICAL ROOM
L24-11
11. NON-TYPICAL KING ROOM
L24-12
12. TYPICAL KING ROOM
L24-13
13. TYPICAL KING ROOM
L24-14
14. TYPICAL KING ROOM
L24-15
15. EXECUTIVE SUITE
L24-16
16. NON-TYPICAL QUEEN TYPE 1
L24-17
17. NON-TYPICAL QUEEN TYPE 2
L24-18
18. AMBASSADOR SUITE
L24-19
19. HOUSE KEEPING
L24-20
20. CIRCULATION
L24-21
21. TYPICAL KING ROOM
L24-22
22. TYPICAL KING ROOM
L24-23
23. TYPICAL KING ROOM
4785
PODIUM SETBACK
J
TOWER SETBACK
3010 1
2010 1
231012000E 396809280N
50
230930000E 396809280N
5990
5000
I
5000
5350
H
DC1 SUBMISSION
A
DC1 SUBMISSION
-
1000 4750 AMBASSADOR SUITE
DC1 DRAFT SUBM
EAST CORE
3020
L4
G-700
W-1300 W-950
200 1850 W-1300
2280
1160
1900
W-770
W-950
2135
W-1525
3950
W-1525
9225
W-950
PODIUM SETBACK
2020 1
PLOT LIMIT
W-950
1750
W-950
U.D.D STAMP
4350
200
54.49
750
G-700
8050
G-700
NON-TYPICAL QUEEN TYPE 2 45.04 8050
750
1250
NON-TYPICAL QUEEN TYPE 1
105.45 8050
750
750
740
EXECUTIVE SUITE
5025
W-1000
G-700
W-770
W-550
1
TOWER SETBACK
W-1050
HR
3450
300
1800
L2
W-900
107.69 500
4000
3500
200
5025 NON-TYPICAL KING
REVISIONS
6465
41.50 W-950
1250 650
TOWER SETBACK TOWER SETBACK Enquiry No. : CLIENT / DEVELOPER
F
6875
650
4590
122.92
97.60
1400
W-1150
G-700
W-1000
W-1000
750
41.50
1250
40.68
4750 NON-TYPICAL KING
G-700
W-1000
W-1000
750
2600
4750 NON-TYPICAL KING
1600 200
G-700
G-700
2050 W-1000
750
W-950
W-950
W-1000
W-1000
G-700
W-1000
400
500
HR
W-950
W-950
L3
2400
W-950 W-950 200 5925 CIRCULATION
+101.70
2400 300
REV
ST-1 3460
4145
1345 3900
W-1000
W-1150
3225
W-1000
W-1000
3950
2900 300
L1
W-770
W-1000
W-1000
W-950
2400 500
24.60
W-1000
7050
5400
W-950
45.99
1825
HOUSE 1850 KEEPING 200
6125
41.66
200
5480 NON-TYPICAL KING
C
3950
G-700
G-700
4750
D
5875
500
450 W-950
TYPICAL KING
W-1000
W-1525
350
750
41.50
2970 W-950
200
7.16 200 600
200 3875
1
W-1300
1350
2040
3400 IDF ROOM
W-950
300
1900
2650 14900
17650
E
3980
300
PODIUM SETBACK
PLOT LIMIT
350 5550
5025 TYPICAL KING
200
41.5
6150
S2
96.62 S3/F 2700
F
5150 TYPICAL KING
500
6350
WEST CORE
1
TOWER SETBACK
ELECTRICAL 3020 ROOM
1250
350
900
LINEN STAIR 1500 1300 CHUTE PRESSURE 250 350
28.57
5350
5150
3020
300
1800
2500
S4/F
ST-2 3930
G-700
2700
W-950
925
G
B
550
PODIUM SETBACK 231012000E 396776125N 5000
DESIGNER
B
5000
PLOT LIMIT
A
230930000E 396771000N
3F, East Town Buildin T +852 3975 2010 W 230971000E 396771000N 1225
5500
5025 5025
5500
5500
5500
11000
4400
11000
4400
CONSULTANT 4400
8800
4400
4400
8800
4400
6300
8800
1050
6300
59725 62000
1
3
4
5
7
8
9
11
13
15
17
TEL +974 44521666 F PROJECT
3010
3B
1
2030 1
2030 2
LOCATION: SHEET TITLE:
1
LEVEL 24 - HOT
LEVEL 24 PLAN SCALE
1:100 @ A0
Project No.
GP15044 Drawing No.
A-1029
Level 24 Floor plan
Inspira Greenfield Hospital_New Jersey Array Architects Head Designer: Kent Doss | Head of Urban Planner: Noah M. Tolson Head of Interior: Patricia D. Malick Inspira is a 172 beds hospital situated in Harrison Township, New Jersey. The original scheme is to design a 7 story high hospital with surgery and emergency departments at the lower levels while leaving the top few levels for patient rooms. The final scheme is to build a 4 story high hospital spreading across a 100 acres land which is originally owned by Rowan University. This will be a new development to the neighboring community while another developer has already planned to build a shopping center across from our site, Interstate 55. Since Inspira has acquired a large piece of land, we got a chance to collaborate with the landscape designers to work on the park located in front of the hospital. The project itself will take about 3 years until completion and will be a great addition to the community once it is done.
Study Diagram
Sun and wind directions
Lobby Plan Image provided by local render
5 Level Floor Plans
1
F
2
3
4
5
6
7
8
BES-12
F
BES-12
BES-06 BES-06
BES-10 BES-10
ARRAY-A ARRAY-ARCHITECTS. WestSt E 1 West Elm 1 Street, Conshohocken, PA. 1 Conshoh o: 610-270-0599 o: 610-2 f: 610-397-1034 f: 610-3
BES-02 BES-02 BES-04 BES-04
SEAL:
E
E
BES-14
SEAL:
BES-14
cert.
CONSULTANTS:
CIVIL ENGINEER CONSUL T&M ASSOCIATES
BES-11
BES-11 BES-03 BES-03
D
BES-03
D
BES-12
BES-12
BES-04
BES-04
E6
BES-14
BES-03
CIVIL ENG
BES-07B
1256 NORTH CHURCH STREET T&M ASSOC MOORESTOWN, NJ 08057
BES-07B
1256 NORTH C
STRUCTURALMOORESTOWN ENGINEE
O'DONNELL & NACCARATO, IN
STRUCTU
BES-14
701 MARKET STREET, SUITE 6000 PHILADELPHIA, PA 19106 O'DONNELL
701 MARKET S MEP ENGINEER
BES-12
PHILADELPHIA
LEACH WALLACE ASSOCIATES
MEP 6522 MEADOWBRIDGE ROADENG ELKRIDGE, MD 21075
BES-12
NORTHEAST AXONOMETRIC
LEACH WALL
LANDSCAPE
E6
NORTHEAST AXONOMETRIC
6522 MEADOW
SIKORA WELLS APPEL ELKRIDGE, MD
8 KINGS HWY WEST, STE A LANDSCA HADDONFIELD, NJ 08033
SIKORA WEL
OWNER:
BES-06
North West Facade
8 KINGS HWY HADDONFIELD
INSPIRA HEAL OWNER: NETWORK
INSPI NETW
HOSPITAL:
INSPIRA HEAL NETWORK AT HOSPITA HILL
BES-06
C
BES-02
C
BES-02
INSPIRANETW HEAL HILL NETWORK AT HILL PROJECT
C:\Project Path\Revit-2016\4145-CORE-SHELL_CENTRAL_2016_cwoo.rvt
BES-02
INSPI NETW HILL
HARRISON TOWNSHIP, N
BES-04 BES-02
BES-12
HARRISON
BES-12 BES-14 BES-03
B
BES-12
BES-12 BES-14
NO.
DESCRIPTI
REVISIONS
BES-03
BES-10
BES-02
BES-12 SHEET TITLE:
BES-02
NO. BUILDING AXONOMETRI
BES-01
BES-02
BES-10
2/5/2016 2:54:41 PM
BES-07
BES-02
SHEET TI
BES-07
DRAWN: EW
CH
BUILD AXON SC
CON/REF No.
BES-01
A A6
PROJECT No. 4145 DATE: 02/05/2016
SOUTHWEST AXONOMETRIC
SHEET NO.
BES-07
A200
BES-07
DRAWN:
EW
CON/REF
A
A6
SOUTHWEST AXONOMETRIC
ANALYSIS SUBMISSION 02/05/2016
This document is a copyright protecte PROJECT of Array Architects and licensed for u Reproduction or use of this document DATE: Array Architects is illegal and will02 be
C COPYRIGHT - 2016 ARRAY-ARCHIT
SHEET N
A20
EW
2/5/2016 2:54:41 PM
C:\Project Path\Revit-2016\4145-CORE-SHELL_CENTRAL_2016_cwoo.rvt
BES-12
B
INSPI
PROJECT:
BES-04
ANALYSIS SUBMISSION 02/05/2016
This document of Array Archite Reproduction o Array Architect C COPYRIGHT
Urban Breeze |
Hong Kong Young Architects & Designers Competition 2017
Urban Breeze Hong Kong Young Architects & Designers Competition 2017 Team members: Ernest Pang, Jasmine Lee Urban Breeze explores the juxtaposition between the harshness of Hong Kong’s concrete metropolis with a natural oasis through utilizing contrasting materials. As inspired by the city’s origins, the pavilion addresses various issues by implementing soft and hard materiality throughout the structure. Different aspects respond to air filtration necessities and the bustling lifestyle while revealing Urban Breeze’s fragmented fishing hull form. The design takes a holistic approach to sustainability and makes the architecture an active yet calm experience. It emphasizes self and environmental awareness through a space that encourages visitors to confront their fast paced tendencies in the city. render provided by partner
Entrance Facing Nursery Park
We have taken interest in the roofing of the traditional fishing boat which is a major part of Hong Kong’s culture. After exploring various materials, we have ended with the tensile material which is the most suitable to a temporary structure. To the left are two images of the model created which explores the various forms that bifurcate into structural components.
Structure
Structure
SubStructure
Visual Effect
Social
PTFE Cabon Fiber with air filter coating
304 Stainless Steel
Cable Wire
Fabric for Sail Boat
Resue for building constuction
Recycle
Recycle
LED Strips can then be resued for other events
Recycle
Re-saleable Hammock or relocate to other part of the park
Recycle
Relocate
LED Strips
Rope Net Hammock
Relocate
Relocate the plants to other area of the park
Environment
Herb
Pallets Sustainability
Visual Effect
Relocate
Dissemble Pallet for other use such as furnitures, fishing dock or resue as moving pallets
Recycle
Fog Machine Re-salable item to events or concerts organizers
Reuse
A variety of spatial experiences are generated by the manipulation of texture, openings, and air. While air pollution has remained one of the major issues within the South East China District, the purifying fabric acts as a boundary between the interior and exterior that contains fresh air within the pavilion. Budget Sheet
Sit Sit Preliminaries Preliminaries Cost Cost Breakdown Breakdown
Item Item Site Site Staff Staff Facilities Facilities
Gardner Gardner Maintanence Maintanence Electricity Electricity
Unit Unit Cost/ Cost/ mnth mnth $15,000.00 $15,000.00 $10,000.00 $10,000.00
$10,000.00 $10,000.00 $10,000.00 $10,000.00 $20,000.00 $20,000.00
# # mnth mnth Total Total Units Units 6 6 6 6
6 6 6 6 6 6
Total Total (HKD$) (HKD$)
Construction Construction Cost Cost Breakdown Breakdown Labour Labour Cost Cost
Foundation Foundation
Item Item
Flooring Flooring
Fittings Fittings and and Fixtures Fixtures
Building Building services services
$390,000.00 $390,000.00
# # Units Units Total Total Cost Cost
$300,000.00 $300,000.00
$300,000.00 $300,000.00
Pour Pour Foundation Foundation Demo Demo
$150,000.00 $150,000.00 $50,000.00 $50,000.00
$150,000.00 $150,000.00 $50,000.00 $50,000.00
Steel Steel Structure Structure including including bracing bracing
$600,000.00 $600,000.00
$600,000.00 $600,000.00
$80,000.00 $80,000.00
$80,000.00 $80,000.00
Pallets Pallets inlcuding inlcuding cleaning cleaning + + transportation transportation Planters + Plants Planters + Plants
$869.00 $869.00 $4,000.00 $4,000.00
230 230 25 25
$20,000.00 $20,000.00 $10,000.00 $10,000.00
PTFE PTFE Carbon Carbon Fiber Fiber Fabric Fabric (/sq. (/sq. mt) mt) Hammock Hammock
$150.00 $150.00 $3,000.00 $3,000.00
2000 2000 5 5
$300,000.00 $300,000.00 $15,000.00 $15,000.00
Fog Fog Machine Machine (/unit) (/unit) LED Stripe (mt) LED Stripe (mt)
$10,000.00 $10,000.00 $11.00 $11.00
4 4 500 500
$40,000.00 $40,000.00 $5,500.00 $5,500.00
Piping Piping Draining Draining
$10,000.00 $10,000.00 $5,000.00 $5,000.00
Fastening Fastening the the Pallets Pallets
Roofing/canopy/skylight Roofing/canopy/skylight
$60,000.00 $60,000.00 $120,000.00 $120,000.00
Labour Labour
Undo Undo Super Super Structure Structure
Unit Unit Cost Cost
90000 90000 $60,000.00 $60,000.00 $60,000.00 $60,000.00
$5,000.00 $5,000.00
Total Total (HKD$) (HKD$)
$1,000.00 $1,000.00
$10,000.00 $10,000.00 $5,000.00 $5,000.00 $1,586,500.00 $1,586,500.00
render provided by group partner
Island Pier and Dubai Lighthouse RUR Team Member: Jesse Reiser, Nanako Umemoto, Shota, Drew Grandjean, Elaine Wong The new cultural center is to create a one of a kind experience to ignite the shore line of Dubai through an integration of retail, dining, cultural attraction, and outdoor reaction.
American Institute of Architects_ Saint- Gobain Parklet Competition 2016 Array Architects | Winner of Jury Award Team member: L. Kent Doss, Joe Doherty, Stephen Haulka The AIA convention took place in Philadelphia, May of 2016. For the first time, 24 parking spots were opened in the city of Philadelphia for designers to compete for the best parklet design. Along with 3 other designers, we have entered the competition. Through a series of research, we came across with Dan Buettner’s experiment on Blue Zone longevity which highligthed the fact that socialization, play, meditation does contribute to a rise in average life expectancy among certain parts of the world. Bringing it back to the city of Philadelphia, in order to bring about the aspect of healing, we have picked out - ‘socialized’ and ‘medication’ to promote healthy living.
Design procedure
The project was inspired by Richard Serra’s Hedgehog and Fox’s installation at the Yale Campus. Richard has simply manipulated a single material while creating definitive spaces- inside/ in between and outside. We have adopted this ideology and eventually morphed into an object that speaks to this idea of duality between a meditation zone and a socialization area. Inorder to differentiate between the two, we have come up with a hood to “cover up” the ones who needs some peace and quite in the city while unrolling the hood into a space for people to lounge or sit on. In other words, this model is to provide physical and mental respite in this high traffic/ large volume urban setting of Philadelphia.
Materials Applied (28) sheets ¾”x4x8 Birch Plywood (1) sheet ¼”x4x8 Birch Plywood (6) sheets ¼” underlayment / plywood (9) 2x6x16’ #2PT Joists (6) 16oz tubes Type III Wood Glue (Titebond Ultimate) (1) Case of 10oz exterior grade construction adhesive (1000) 2” stainless screws with square head (i.e. starborn) (1) gallons waterproof wood finish Competition: Site: Center for Architecture (Philadelphia) Award: Jury’s Award (1st runner-up) Exhibition: May 2016: Center for Architecture Oct 2016: CDC Kensington Community Center
Cresskill Japanese Teahouse Freelance Designer Location: Cresskill New Jersey Builder: Local contractor Situated at a wealthy neighborhood in Cresskill New Jersey, a resident has requested to design a pavilion that matches his Japanese garden. The design is an exploration of the traditional Japanese woodwork which includes a gable roof or a Dutch gable. The extension on top is to emphasize on the horizontality of the structure which is reached our towards both ends. The circular window then became an aperture which to create another “entrance� towards the back. The whole teahouse is elevated from the ground due to the slope of the site. The project is still in progress and is aiming to be done by the end of December 2017.
Process Diagrams
15’
4.5’
6’5”
6’1”
15’
6’1.5”’
6’2”’
14’
Roof Plans
Built by a local contractor, Jun 13, 2017
Book Cloud Freelance Designer_Window Display Growhouse Bookstore_Hong Kong Assitant Modeler: Helena Tse, Jhonne Obregon Robledo Wood Shop: Laser Cad Design Ltd Print shop: Granco Printing Company Ltd Contractor: Local contractor The idea behind the Books Cloud installation is a cloud of Books that was thrown off the hands of the little girl. The stack of books then grew into a cloud form which has spread all over the sky. While the little boy was sitting and reading under the cloud, he was completely mesmerized by the content of the book, ignoring the chaos around him. There are lots of books in the world and also for different age groups, but the best thing about it is that through reading, books are not boring at all, it can spark up our imagination and to challenge our thinking. The display is made for the summer season, therefore 7 summery colors were used. The books are all spray painted with acrylic while hiding the covers of the books, masking the identity of the books displayed.
Materials 200 pieces of half books 2 pieces of wooden board 7 acrylic sprays 2 dolls double sided tapes glue gun MDF
Design process
Display in parts
Ascend Mountain Freelance Designer_Window Display Growhouse Bookstore_Hong Kong Wood Shop: Laser Cad Design Ltd Contractor: Local Contractor
The Ascend is a literacy program for Growhouse Bookstore in Hong Kong. The display was made out of 6mm thick acrylic, 1.5 m (H) by .5m (W). Part of the mountain is sprayed with a matt finishing. The letters are also spray painted and were stuck onto the acrylic display with double-sided tape. Materials: Acrylic 6 mm(t) Flame Blue Spray Paint Wood Box
Yokohama Redux_ Yokohama Port Terminal Graduate Research Studio| Nanako Umemoto Team member: Julie Lee The Yokohama Port Terminal reinterpretation by Foreign Office Architects (FOA) demonstrates a field and object system closely knit together to create an interactive system. Our group have taken this idea and interpreted as a part (object) to whole (field) system. A waffle slab that is both structural and also a roof represents the field; which then turns to a Japanese garden on the roof top. Hanging rooms on the underside; are the objects connected to the field by tension cables.
The field was interpreted as a datum, connecting and influencing the object. Where the project is connected to FOA, the idea of sectioning was heavily explored. The object was interpreted as a field of lines that represented the tension of the heavily striated waffle slab above while transforming into the fenestration system.
The project started off by examing the effect of a waffle slab which creates a tight relationship to the interactive system explored by the FOA.
Surface
Waffle Grid Tension strings Reference plane
3 Layered Datum
Japanese Garden
Grass
Pathway
Continuity and Cohesiveness
Skylight
Plantation
Yokohama Port Terminal serves as a major port terminal in Japan. The idea of continuity has been an influential factor which implies the connection from the city, extending outwards. This is also a guiding trope from this period (the original competition) in which architectures reminisces the notion of continuity and cohesiveness versus the discreteness and boundedness.
The idea of a layer datum is a technique in design that one layer became the datum point influencing the layer follows. In other words, the Yokohama Port Terminal by FOA is designed to layer by layer. The waffle slab is the best interpretation of this idea because the grid allows an infinite extension along the x and y-direction. The z direction allows the slab to carry the load.
Programmetic projection to grid form
Waffle Slab
3/F (Viewing Deck)
2/F (Onsanbashi Hall)
1/F (Onsanbashi Hall)
0/F (parking lot)
-1/F (aquarium)
Traveler’s path
Leisure path
Surface/ turf
Grid overlay
Field/ Waffle Slab
Tension Cable
Object/ interior
Layer Formation Field- Object
Multi-Directional Sectioning_ Light/ Shadow Studies This series of studies evolved from sectioning the [Object] following the various contours. Sectioning each part of an object with varying angles gives the object a natural field of lines. The complexity of the field generated implies a system of fenestration which is essential to a port terminal. The amount layered also speaks about the level of public versus private.
Roof Garden/ Circulation
2/F Shoppping Arcade
Aquarium Tower Section Cut
Post- Scientific Museum of Geology Graduate Studies Studio | Ferda Kolatan Team member: Somi Delano, Matt Lopez Throughout history, science has tried to better understand our world by attempting to logically explain nature. The geological object is often viewed as something that can be fully grasped and understood by various scientific means and methods. Our proposal for a “Post-Scientific Museum of Geology� aims to confront this traditional approach, by attempting to create a provocative experience that becomes a medium for a new understanding of what nature is to us.
Enlightenment vs. Romanticism Western architecture has been dominated by two distinct cultures; Neo-Classicism (Enlightenment) or Neo- Gothic architecture (Romanticism). The enlightened view believes that reality� cannot be viewed through abstraction and rather that what matters is how things appear to the mind of the observer. In contrast, the romantic mind would describe things or objects through the sensual elements. In terms of the geological museum, it primarily emphasizes on lighting, view angles, and positioning which are the component influencing the eyes. The following studies are to examine the juxtaposition between the two opposing views. On the right side, the reinterpretation of the rock shows a sense of romanticism while the object on the top left manages to maintain the simple form of the object by merely developing a set of contours. Essentially, it is what appears to the viewer’s mind.
A POST-SCIENTIFIC MUSEUM OF GEOLOGY Central Park New York, New York
175’
125’ Down
S1
Down
wall Down
Interior Relationship/ structure/ visual partition
S1
Structural development
Tension exists between all objects in nature. This tension creates connectivity between different objects. We aim to use this idea of tension to curate and organize the spaces within the museum. The curation of the exhibition seeks to give the individual the opportunity to make his own definitions of the objects on display. The building uses irregular sectional changes to give the individual the opportunity to view objects from multiple perspectives at various points in space and time.
Permanent Exhibition 2
Sectioning of the balloon structural system
Special Exhibition
Permanent Exhibition 1
Permanent Exhibition 3
Cafe
Lobby
Corrugation and Balloon structural system
Connectin between Steel Plate to Collumn
A reinterpretation of the new museum allows the set of metal fins to serve as the filler of the interior space. The area for curation was then carved out through the balloons created by the programmatic positioning within the interior. The balloon shape structures are made of concrete shells with metal rebar that reinforce the stability of the shell. Each Steel Rib 3’ X 6” X 1 1/2” Alumi Ballons are then punctured through to create apertures or in such case, ancillary exhibition space. 1 1/4” Furring Ch 5/16” Bolt
The shells consisted of the major exhibition spaces as well as the circulation. The idea of the shells as structural 1/4” Steel Plate 5/8” Gypsum Bo elements are taken from the natural wonders characterized by the hoodoo (fairy chimneys) in Cappadocia, Turkey. These are then carved out from the interior to create inhabitable space. The geological museum is an exploration of such 1/4” Wall Finis structure which opens up the opportunities to carve out the interiors of the shells to create various exhibition spaces. The exterior has used a penalized system to create a veil over the interior. The skin is sectioned according to the density of the hold which is exemplifiedPanels through the color tone. Panels Panels
20’
15’ 10’ 5’
10’
K
L
J
L
K
J
5’
H
H
D
E
D E F
B
E
F
B
G
G
10’
15’ 25’
2’ 15’ 10’ G
2’
18” Panel
10’
G
2’
3’
G
Fenestration
5/8” Exterior Sheathing
Fenestration 25’
25’
A
E
15’
Fenestration
F AA
25’
E
E
Steel Z-Plate
10’ C
3’ 3’
C C
C
25’ 25’
H
25’
15’
15’
30’
15’
G
Vapor Barrier 8’
3’
D 3’
8’
F 8’
D
D
F
F
Panalization System 22
Elevation_surface unrolled Elevation_surface unrolled
30’
25’
25’
L 25’
3” Insulation
L
L
5’
30’
Elevation_surface unrolled
30’
30’
3’
2
C
10’ 7’
25’
I
10’ 20’
25’
I
B
20’
B
B
J
C
B
A
I
D
15’ 7’
5’
A
K
L
7’
15’
A
10’
30’
5’ 30’ 30’
30’
J 30’ J
30’ J
30’
5’
4” Cold-Formed Framing
Steel plates connection to exterior
K K
K
Steel plates connection to exterior
5 5/8”
Shifting Hybrid_ Mixed used Hotel and Residential TriBeCa, New York Graduate Design Studio | Hina Jamelle The main focus for this studio is to examine the part to whole system of a building. The correlations between the part; individual units is closely knitted to the whole; the whole system of the building and in this case, we are focusing on the facade condition. The project shows an interlocking system of floor plates which alludes to how each unit can relate to each other, one above or below, and one adjacent. Each unit is positioned in a radiating formation. They all behave in a field condition which doesn’t mean to be repetitive, but rather shows the transformation from one end of the building to the other.
Study Models- facade bifurcation
The principle determining the whole is... logically prior to every part and it is in the whole that the explanation (intelligibility) of the part must be sought. One cannot therefore begin from the parts that are structureless and hope to find the principle of consturction by accumlating large numbers of them. (Errol Harris. 1970)
A’
3/F Floor Plan- Typical Floor
Inter-relationship between units Radiating outward_ Residential Units
Interlocking_Hotel units
5/F Floor Plan- Mixed used Floor
8/F
Residential
Hotel
2/F
Commerical Units -total 1500sq ft Single Height Units - 360sq ft Double Height Units -630sq ft Delux Double Height Units -880sq ft Cascading units outline
1/F
Interlocking Floor Plate/ balcony
7/F
6/F 5/F 4/F 3/F
Vestry Street
shifting balconies
Greenwich Street
interlocking floor-ceiling system
Branching, Splitting, Interlocking The idea behind this hybrid mixed-used building is examined through the study of snowflake formations and the various ways of branching and splitting. The series of formal exploration have led to the creation of this petal-like geometries, which have created a field condition. The voluminous quality of the facade became the joint between the roof and flooring, creating a sense of privacy to the interior and simultaneously a sense of openness to the exterior.This hybrid building consists of residential and hotel units which were generated by the interlocking system. It also creates an energy efficient system wherein the gas and drainage of the bathrooms can share the same plumbing units.
System of furnishing The idea of branching out from an interior condition to an exterior environment is exemplified through the manipulation of floor plates as well as the shelving systems within the apartment units.
Hotel Units
Connection to balcony
Pollution Research Center Graduate Research Studio | Brennan Buck The Pollution Research Center is a project situated at the heart of a city: the Winston Churchill Garden in Miguel Hidalgo, Mexico. Pollution has been especially invasive in the financial district of Mexico City, and the Climate Research lab attempted to address the future environmental condition of the city. The focus of this project is the connectivity and disconnection between these 5 individual air chambers in the research center, and the micro-climate it creates from within.
`Designing from the outside in, as well as the inside out, creates necessary tensions, which help make architecture. Since the inside is different from the outside, the wall - the point of change becomes an architectural event. Architecture occurs at the meeting of interior and exterior forces of use and space. These interior and environmental forces are both general and particular, generic and circumstantial. Architecture as the wall between inside and outside becomes the spatial record of this resolution and its drama. And by recognizing the difference between the inside and the outside, architecture opens the door once again to an urbanistic point of view.’ Robert Venturi
Submerged Air Chamber Hanging Air Chamber Varying Orientations_ Varying angles allows sunlight to filter through during different time of the day
Reaching the Edge_ Floor Plates extends to the peripheral Section through a typical chamber
Mid Day Sun Light
Mid Day Sun Light
Reflective Surface to redirect sun light
Open Top
The Cap_ Serves as a barrier to sheild off any excess light filtering through the air chamber
Roof Garden + Air Chamber
Office Space+ Air
Air Chamber
Air Chamber Air Chamber
Circulation/ Control room
Office
Circulation/ Control room
Exhibition area- projection room
The air chamber is imagined as a volume within a volume. Instead of scattering them around the whole building, the 5 chambers are placed around a center point, which became a focal point when one enters the research center.
Material Studies
Columbia University GSAPP NY/ Paris Program | Babak Bryan A series of volumetric shapes are created to investigate the spatial experience within an interior space through the technique of twisting. By creating the slits along with the increase in pressure, a flat surface is able to transform itself into various shapes. The board shows the matrix with two axes, one defining the force acting on the twist, second with level of bifurcated space
Neoprene is known for the mailability, however, it was not widely explored with architectural modeling due to the tendency to give the result a pre-determined form. The movement is limited to twisting, as a result, this proposal is to explore the various way that neoprene can be twisted as well as the level of pressured which subsequently influences the formation of the geometry.
Materials in terms of Construction Columbia University GSAPP Summer Studio | Patrick O’ Cornnor The neoprene material, alright some see it as a rigid material that gives out a pre-determined form when broken up into fragments, it gives out a sense of ephemerality which somehow resemble a dancing movement. It is interesting to see two different interpretations of construction concepts. neoprene resembling the reinforced material where the substructure is embedded within the material. While the paper model in this sense resembles the typical paneling system over a separate substructure.
(Above) Model interpretation of the layered CT scan (Below) The progression of the 12 layered CT scans
‘’If you think of Brick, you say to Brick, ‘What do you want, Brick?’ And Brick says to you, ‘I like an Arch.’ And if you say to Brick, ‘Look, arches are expensive, and I can use a concrete lintel over you. What do you think of that, Brick?’ Brick says, ‘I like an Arch.’ And it’s important, you see, that you honor the material that you use. [..] You can only do it if you honor the brick and glorify the brick instead of shortchanging it.’’ [Louis Khan]
What happened when a piece of fabric is stretched over a piece of irregular geometry and is then sectioned by layers?
Sculptural form explored through a different medium...
Time has always been the 4th element in architecture. Deterioration almost became a counter From conception to death is merely joint by elements that allows this sequential progression. What if time is paused Matured state While images are produced at the conception of an idea, what if all images are to be produced at the end life of an idea... Why does images have to be shown in its highest quality... what if they are merely show at its worst. Will that be a less convinving of an idea? Are human eyes trains to appreciate the beauty and abhor the ugliness of things....
Expression through Oil Pastel...
Revit:Philadelphia Office Tower Construction II | Lindsay Falck University of Pennsylvania The office tower is to reinforce the idea of sustainability through the exploration of building technology as well as the integration of the natural resources. The idea is to recreate the scenario through the BIM Revit modeling.
Light Shelf
1
1
2
2
A401 1
A201
A202
2
3
l
l
Roof 115' - 6"
L
elf
15' - 5 1/2"
Ducts g Sixth Floor
Level 8 100' - 6"
15' - 0"
Level 7 85' - 6"
0' - 0"
15' - 0"
A
4
Fifth Floor
Low E glazing
Level 6 70' - 6"
115' - 5 1/2"
Electrically Operable Slab Panel
15' - 0"
18” x 72” W Wide Flang- Girder Beam Level 5 55' - 6"
e
l
e-
e
Level 4 40' - 6"
e
14" 4 15' - 1 5/32"
18" 76"
15' - 0"
4” LW Concrete on 2” Metal Deck
o
e eo
2"e
l
e
Level 3 25' - 4 27/32"
Cable Duct Water Main Gas Main
14' - 10 27/32"
4" L
3’x8’ wood lagging
10"
Level 2 10' - 6" 10' - 0"
Sewer H Pile and Lagging
Level 1 0' - 6"
3'
le o
B
Line of tiebacks at rock anchor
B1 -11' - 6"
8'Graded oo crushed l o stone aggregate e on stone 6’ dia field drain e laied
L
le10'
3 ' - 6"
Partial Detailed wall section- light
le Double 10’ x 6’ Waler e
B2 -23' - 6"
6'
le
Be
3/ Detailed building section
16"
Philadelphia Row House Construction I | Franca Tribiano University of Pennsylvania | Fall 2012
Architecture
Philadelphia Row House is an exercise to use Revit to construct a set of construction documents. -
ARCH 431/531: Construction Technology 1
Addition to an Existing Philadelphia Rowhome 1/4" = 1'-0"
2
2 ADD 504
11.30.2012
---
2 ADD 202
ADD 201
1 ADD 504
Level 3 23' - 11 13/32"
Level 3 Rear 20' - 11 13/32"
Level 2 14' - 2 5/8"
Level 2 Rear 10' - 6 7/8" ---
Level 1 1' - 5 7/8"
Drawn by
Level Basment -6' - 6"
11.30.2012 Author
A105
Scale
Date
ADD 4013
UP
18' - 7 1/2"
UP
Unnamed
2
6/13/2015 3:56:26 PM
ADD 504
1
Building Section Scale
ARCH 431/531: Construction Technology 1 Section Looking east 3/8" = 1'-0"
Drawn by
Addition to an Existing Philadelphia Rowhome 1
Unnamed
Architecture
Date
Author
6/13/2015 10:19:55 PM 1-
21' - 3 1/2"
7' - 1" 11' - 1 1/2"
Additional Lvel 1 1/4" = 1'-0"
UG/F Floor Plan
1
2
A201
Adjoining Property 1
ADD 504
A202 ---
4' - 8 1/2"
27' - 0 1/2" 2-
Living Room
Kitchen
Powder Rm
Dining Room
13' - 6"
8' - 2" 1--A202
3' - 2"
4' - 11 1/2"
26' - 7 1/2"
16' - 7"
UP
17' - 1 1/2"
1/F Floor Plan
A201 ---
56' - 9"
1
3D View 2
Section Looking south 3/8" = 1'-0"
Architecture
Level 3 23' - 11 13/32"
1 ADD 502
Brick Sill
3
Level 3 Rear 20' - 11 25/32"
e Hung Wondow ar Model: A7867
---
dge
Brick 13' - 9"
2 ADD 502
Metal Tie Level 2 14' - 2 5/8"
Insulation
Level 2 Rear 10' - 6 7/8"
Concrete Masonry Unit
Anchor Bolt
CMU and Bond Beam Angle Shapes Section
4 ADD 502
Flashing 0' - 1 1/2"
3/4 Gyp Board Int Wall
24" x72" Double Hung Window Pella Thermastar Model: A7867 Hung Window 24" x72" Double
Pella Thermastar Model: A7867
Level 3 Rear 20' - 11 13/32"
Level 3 Rear 20' - 11 13/32"
Flashing Drip Edge Under Sill
Flashing Drip Edge Under Sill
5-1/2" Insulation 9" Insulation
5-1/2" Insulation 9" Insulation
4" Exterior Brick Wythe Level 2 14' - 2 5/8"
1-1/2" Air Cavity4" Exterior Brick Wythe
Level 2 1-1/2" Rigid Insulation
1-1/2" Air Cavity
14' - 2 5/8"
L6" x 6" c 1
1-1/2" Rigid Insulation
L6" x 6" c 1/2 Steel Angle Support
Concrete Wall
Anchor Bolt Hook Side
Addition to an Existing Philadelphia Rowhome
ARCH 431/531: Construction Technology 1
Insulation Metal Tie
Level 3 23' - 11 13/32"
Architecture
4" Brick Wythe 2-171/256" Spacing 4" Brick Wythe 2-171/256" Spacing Weathered Mortar Joint 1-1/2" Air CavityWeathered Mortar Joint 1-1/2" Air Cavity 1-1/2" Rigid Insulation Insulation 8"x8"c8" Bearing1-1/2" CMU Rigid 8" Spacing 3 8"x8"c8" Bearing CMU 8" Spacing 5-1/2" Insulation 502 6 Mil ADD Vapor Barrier 5-1/2"Barrier Insulation 6 Mil Vapor 1/2" Metal Level 3 Furring 23' - 11 13/32" 1/2"Wall Metal Furring 3/4 Gyp Board Int
ARCH 431/531: Construction Technology 1
3 ADD 502
Addition to an Existing Philadelphia Rowhome
4' - 10"
y Wall rier ng all
4" exterior brick wythe 1 1/2" air cavity 1 1/2 rigid insulation (panels 16"high X 4 long) 8" concrete masonry block 6 mil vapor barrier 1/2 metal furring 3/4" interior finish gypsum board Brick
11.30.2
Date Drawn by
Locally Harvest Shrub 2 Rear L6" x 6" cLevel 1/2 Steel Angle 11.30.2012 Support 10' - 6 7/8" 8" x French 8" xDrain 16" Concrete Bond Bean Author Footing 1/2" = 1'-0" #4 Re Bar
Scale
Date
Date
Drawn by
Level 1 1' - 5 7/8"
Drawn b
Scale
Scale
Level 2 Rear 10' - 6 7/8"
Level Basment -6' - 6"
8" x 8" x 16" Concrete Bond Bean #4 ReUnder Bar Window Flashing Drip Edge
Flashing D 8" Top Soil Geo-Textile Drainage/ Filer Fabric 1-1/2 Sand 3.4" Bitumen Impregnated High Parapet Callout Density Protective Board
Gravel
Gravel
Footing
Level Basment -6' - 6"
2
Wall Section_N,E,S
Parapet Call out
1
Parapet Call out 1" = 1'-0"
Locally Harvest Shrub 3' 5.5" Concrete Masonry Unit ADD 401
Wall Section from East Wall 1/2" = 1'-0"
Footing
1 Copy of Wall Section 1" =from 1'-0"West Wall 1/2" = 1'-0"
1
Parapet Call out 1" = 1'-0"
1
Level 3 1/2" EPDM Membrane 23' - 11 13/32" 3' 5.5" Concrete Masonry Unit 2" Rigis Insulation 3/4" Plywood Panel Substrate 8" Top Soil
Geo-Textile Drainage/ Filer Fabric 1-1/2 Sand 3.4" Bitumen Impregnated 8" x8" x 1 High Density Protective Board#4 Re-Ba 1/2" EPDM Membrane Anc 2" Rigis Insulation 3/4" Plywood Panel Metal tie Substrate
Callout of Green Roof Section 1 1/2" = 1'-0"
Parapet Call Out
8" x8" x 16" Concrete Bond Beam #4 Re-Bar
Typical Wall Section
Level 3 1/2" Clapboard Siding Anchor Joint 23' - 11 13/32" 6 Mil Air Bond BarrierBeam 3/4" Plywood Substructure 8" x8" x 16" Concrete Metal ties @ 16" O.C 3/4" Plywood Sheathing Sheathing #4 Re-Bar Weep Holes @ 2" O.C. 6" Metal Stud Wall Weep 6 Mil Vapor Barrier Anchor Joint Vapor Barrie 1/2" GYP BD Interior Callout of Green Roof Section Metal ties @ 16" O.C 1 1 1/2" = 1'-0" 2 x 6 Wood Blocking 2" Ridig High Density Insulation Weep Holes @ 2" O.C. 3/4" Bitumen Impregnated High Density Batt Insulation Filling 2" x 10" Rood Fram Protective Board 1/2" Clapboard Siding 1-1/2" Sand Drainage Layer 6 Mil Air Barrier 3/4" Plywood Substructure 1/2" GeoTextile Drainage/ Filter 3/4" Fabrication PlywoodSloping Sheathing
Sheathing
Locally Harvest Shrub
6" Metal Stud Wall 6 Mil Vapor Barrier 1/2" GYP BD Interior
Vapor Barrie 2" Ridig High Density Insulation
6" Topsoil for Grass Planting Callout of Green Roof Section 1 1/2" = 1'-0"
2
Skylight 1 1/2" = 1'-0"
Roof Top Garden
3/4" Plywood Substructure Sheathing Vapor Barrie
1/2" Clapboard Siding 6 Mil Air Barrier 3/4" Plywood Sheathing 6" Metal Stud Wall 6 Mil Vapor Barrier 1/2" GYP BD Interior
6" Topsoil for Grass Planting 2
Skylight 1 1/2" = 1'-0"
2 x 6 Wood Blocking Batt Insulation Filling 2" x 10" Rood Framing Level 3 23' - 11 13/32"
Level 3 23' - 11 13/32"
hiladelphia Rowhome
Level 3 23' - 11 13/32"
Fabric 1-1/2 Sand 3.4" Bitumen Impregnated High Density Protective Board 1/2" EPDM Membrane 2" Rigis Insulation 3/4" Plywood Panel Substrate
Construction Technology 1
Architecture 3/4" Bitumen Impregnated High Density Protective Board 1-1/2" Sand Drainage Layer 8" Top Soil 1/2" Geo- Textile Drainage/ Filter Fabrication Sloping Geo-Textile Drainage/ Filer
1
ADD 503
Flashing Drip Edge Under Window
6/13/2015 9:52:08 PM
8' - 6"
Basement Slab
3
Au
8" x 8" x 1"16 = #4 Re Bar
Detail_Skylight