Architecture Portfolio

Portfolio 2017 Edition By: Top Nasueb

SCHOOL

Institute of Aviation Transparent Activities Lift Active Library Bridging Coalescence House

1 13 21 29 37 41

INTERNSHIP

Vecchia & Nuovo 5 Judicial Courthouse

45 47

COMPETITION

Inflated Canopy

49

PERSONAL

Drawing/Sketches

51

Institute of Aviation Type: College Aviation Maintence Technology Location: Savoy, IL Duration: 1 semester Class: Arch 573 Instructor: Ralph Hammann Team: Top Nasueb, Nico Hsu Award: Graduate Award Nomination The idea is to rebrand Parkland College into a worldclass institution. Learning through awareness is emphasized with the transparency of structure and programs. To address the need for sustainability, passive design strategies and biomimetic technologies are incorporated. Because Parkland College is separated from the Aviation Maintenance School, a central boulevard is created to provide a sense of campus.

Site

ft cra Air craft Air

??

De Deliver live y & ry Fir &F eT ire ruc Tru k ck

Ca Car r

Offices Classrooms Offices Workshops Classrooms Workshops

Hierarchy

Programs Programs

Existing site context Existing site context

Establish basic perimeter of the campus.

Adjust heights of the form according to functionality and programs.

Hierarchy

Establish basic perimeter of the campus.

Anchoring down lobby, storage, and hangar locations according to the accessibility of the existing site.

Anchoring down lobby, storage, and hangar locations according to the accessibility of the existing site.

Adjust heights of the form according to functionality and programs.

Lateral Bracing

University of Illinois

HSS Beam

Site University of Illinois Golf Course

HSS Beam Girder Truss

Institute of Aviation at Parkland College Compressive Truss Girder Truss

C Channel

I Column I Beam

Willard Airport

Site 1

N

Concrete Bearing Wall

Structure

Types

Functionality

Standard 4 storages / 4 workshops

3 Workshops + storages

Shared storage

Fully combined storage

Combined workshop + storage

Lecture / Small event

Conference / Large event

Flexibility Diagram

Sustainability Diagram 2

A C

1

2 G

en

er

at

or

B

5 UP

4 6 3

8

C

3 3

3

13

7 3

3

17

UP

9

14

10 11

17

15

UP

12 Sk

yf

ol

17 d

Ve

rti

ca

lly

O

pe

ra

bl

e

16

B

W

al

l

17 A

UP

First Floor

46’

30’

0

10 20

25’

15’

0’

Section A 3

40

60

100

A

C

1

18

19

B DN

Open to Below

20

C

21 Open to Below

24

22

DN

9 10 23

Outdoor Green Space

Open to Below

1. Hangar: 15300sf 2. Paint shop: 1330sf 3. Offices: 200sf 4. Staff restroom: 93sf 5. Storage: 100sf 6. Janitor: 65sf 7. Break area: 500sf 8. The quad: 5000sf 9. Male bathroom: 230sf 10. Female bathroom: 230sf 11. Cafe: 400sf 12. Lobby: 2200sf 13. Workshop: 1300sf 14. Workshop: 1300sf 15. Workshop: 1400sf 16. Workshop: 1400sf 17. Storage: 4000sf

23 DN

Open to Below

B

A

DN

18. Drafting lab: 850sf 19. Classroom: 700sf 20. Classroom: 800sf 21. Classroom: 800sf 22. Classroom: 800sf 23. Library: 1000sf 24. Conference Room: 600sf

Second Floor

Section B

Section C 4

5

6

Interior Surface

Temperature [°F]

80

75

70

72

60

69

50

66

40

Relative Humidity [%]

Electric Operated Laminated Insulated Glazing Unit

Relative Humidity

Temperature

78

Standing Seam Aluminum Metal Roof

Kingspan Insulated Metal Roof Panel (Air and Vapor Barrier) 3 1/2'', R 28 Metal Decking

63 10/1/2016

4/1/2017

10/1/2017

4/1/2018

10/1/2018

4/1/2019

30 10/1/2019

WUFI^® Pro 6.0 NonCommercial; Case 1: Basement without insulation; 12/2/2016

Secondary Structure, Grider W6-Section

Exterior Surface Relative Humidity

Temperature

100

Gas Radiant Tube

100

Slotted HSS Connection, Bolted

Sprinkler Head Girder Truss, 10' Deep

80

80

60

60

40

40

20

20

Secondary Structure, Compressive W6 - Section

Relative Humidity [%]

Temperature [°F]

Slotted Girder Truss Connection, Bolted

Support C6 Section

0 10/1/2016

4/1/2017

10/1/2017

4/1/2018

10/1/2018

4/1/2019

0 10/1/2019

WUFI^® Pro 6.0 NonCommercial; Case 1: Basement without insulation; 12/2/2016

Case 1: Basement without insulation layer R-Value: 15.5 hr °F ft2/Btu

Standing Seam Aluminum Metal Roof Clip Connection W/ Fasteners

Kingspan Insulated Metal Roof Panel (Air and Vapor Barrier) 3 1/2'', R 28

Metal Decking

Kingspan Insulated Metal Panel (Air and Vapor Barrier) 3 1/2'', R28

Structural HSS Beam

Air Gap 1 1/2'' Metal Support Frame, 1 1/4'' Panel Return Beyond Compressive Truss, 5' Wide

Aluminum Composite Material Panel, 1/8''

Accessible Grill Panel Bearing Plate, Bolted Sealed Concrete Slab, 1' - 6" Deep

4'' Thick, Concrete Precast

Grade Insulation, 3"

Landscaping Concrete, 2% Sloped for Drainage Electric Operated Laminated Insulated Glazing Unit

Displacement Ventilation Duct

Drainage Tray

Roof Drainage Pipe Drainaged Pipe

Foundation Support

Foundation Drainage Pipe

6' - 2"

Wall Section Detail

7

Laminated Insulated Glazing Unit

Roof Section Detail

Interior Surface Relative Humidity

Temperature

76

84

72

74

Solar Thermal Collector

48 70

Relative Humidity [%]

Temperature [°F]

60 72

Standing Seam Aluminum Metal Roof

36

68

66 10/1/2016

24

4/1/2017

10/1/2017

4/1/2018

10/1/2018

4/1/2019

Kingspan Insulated Metal Roof Panel (Air and Vapor Barrier) 3 1/2'', R 28

12 10/1/2019

WUFI^® Pro 6.0 NonCommercial; wufi parkland.w6p; Case 2: Basement with Insulation; 12/2/2016

Metal Decking

Exterior Surface

Electric Operated Laminated Insulated Glazing Unit

80

80

Drainage Tray

60

60

40

40

20

20

Temperature [°F]

0 10/1/2016

4/1/2017

10/1/2017

4/1/2018

10/1/2018

WUFI^® Pro 6.0 NonCommercial; Case 2: Basement with Insulation; 12/2/2016

Case 2: Basement with insulation layer R-Value: 36.56 hr °F ft2/Btu

4/1/2019

Relative Humidity [%]

100

Relative Humidity

Temperature

100

0 10/1/2019

Drainaged Pipe

Structural HSS Beam Girder Truss, 10' Deep

Gas Radiant Tube Sprinkler Head

Secondary Structure, Grider W6

Secondary Structure, Compressive W6 Support C6 Compressive Truss, 5' Wide Metal Support Frame, 1 1/4'' Air Gap 1 1/2''

Sealed Concrete Slab, 1' - 6" Deep Laminated Insulated Glazing Unit

Grade Insulation, 3" R15 Accessible Grill Panel 4'' Thick, Concrete Precast Displacement Ventilation Duct Landscaping Concrete, 2% Sloped for Drainage Roof Drainage Pipe Foundation Support Clip Connection W/ Fasteners Foundation Drainage Pipe

Aluminum Composite Material Panel, 1/8''

Kingspan Insulated Metal Panel (Air and Vapor Barrier) 3 1/2'', R28

Wall Isometric

8

9

10

11

12

Transparent Activities Type: Boutique Hotel Location: Third and Green, Champaign IL Duration: 9 Weeks Class: Arch 475 Instructor: Kennedy Hutson Award: Earl Prize Honorable Mention

Live Play Serve

Gym

Influenced by the transparent activities of Green Street, the design provides hospitality Live combined with entertainment for adults and Play young adults. The building is broken down into three main partitions, live, play and service.

Serve The play areas feature a vertical volume filled with various amenities for the hotel residents.

These amenities are dance/club, billiard, ping pong, video game and gym. The vertical and transparent nature of the play space allows for Gym a glimpse of entertainment for the people on the ground level, and it may attract them toVideo Game stay at the hotel. The hotel units are dividedPing Pong Live into two categories, typical and suite units.Pool Playtotal units with 3 units dedicated There are 45 Dance to suites atServe the 10th floor.

13

Video Game Ping Pong Pool Dance

Suites

Typical Units

Intensive Roof

Bearing Wall

Photovoltaic Panels

Structural Core

Shear Wall

Stack Ventilation

Shear Wall Horizontal Shades

W12 Girder W12 Column

W18 Girder W10 Column

Permeable Pavers Rainwater Storage

Foundation Wall

Geothermal Heat Exchanger

Pile

Sustainability

Structure

14

Ground Floor Plan

Latitude Section 15

Second Floor Plan

Longitude Section

South Elevation

Typical Single Room

Typical Double Room Typical Floor

East Elevation

*All room ADA accessible

North Elevation 16

17

18

20

21

19

Key

17

16

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

1. 6’’ Granular 2.Capillary Break 3. 12’’ Concrete Flooring 4. 2’’ Expanded Polystyrene, Extruded W/ Vapor Barrier 5. 8’’ Concrete Wall 6. Flashing 7. 5’’ Concrete Pavement, Sloped 8. Spandrel Glass W/ Insulated Backing 9. Low-E Double Pane Glazing - Argon Filled 10. Suspended Ceiling 11. Kingspan Insulated Metal Panel 12. Raised Floor Pedestal 13. 1’’ Screed 14. 1’’ Marble Flooring 15. Aluminum Column Wrap 16. 1’’ Hardwood Flooring 17. Lutron Automatic Roller 18. 6’’ Concrete Wind Breaker 19. 4’’ Expanded Polystyrene, Extruded W/ Vapor Barrier 20. PV Panel 21. Planting Soil

21

16

11 8 10

15 9

14 13 12 7 6

5 4 3 2 1

Wall Section 18

19

20

Lift Type: Dance Performance Center Location: Somewhere in a forest Duration: 5 Weeks Class: Arch 373 Instructor: David Emmons Award: Earl Prize First Place Inspired by the tall trees that compose the landscape, a large platform lifts the audience high into the canopy. This provides a novel experience as spectators view the performance and the environment from different heights.

Neutral Configuration

Mid Configuration

High Configuration

Stack Configuration 21

22

Programs 1. Lobby 2. Green Room 3. Men’s Dressing 4. Women’s Dressing 5. Men’s Restroom 6. Women’s Restroom 7. Unisex Restroom 8. Outdoor Stage 9. Storage 10. Elevator

Ground Floor Plan

23

Egress

Structure

24

Section A

25

Section B

26

27

28

Active Library Type: Library Location: LaSalle and North Avenue, Chicago IL Duration: 5 Weeks Class: Arch 374 Instructor: Andrea Melgarejo de Berry Located on the intersection of LaSalle and North Avenue, cars and traffic dominates the scenery.

To address this problem, the design incorporates cycling by allowing the users to ride their bike inside the building. A bicycle lane has been proposed on LaSalle to slow the traffic and to create a barrier for the pedestrians. With the incorporation of bicycles path inside the library, the Library becomes more street-like and active. This provide a new way to socialize with people and a new way to experience the library.

Bus 101g

Bus 101g

Bicycle & E-Bicycle 43g

Bicycle & E-Bicycle 43g Car 271g

Car 271g

Fuel CO2 Emission

40-49

39.7%

40-49 60 and over

39.7%

36.6%

60 and over 36.6% 20 and over

32.6%

35.7%

32.6%

35.7%

20 and over

20-39

Track Circulation

Volume 29

Prevalence of Obesity Among Adults

Pushed to widen sidewalk

20-39

Bicycle Inclusion

Cutout to emphasize entrance

Green roof and stack ventilation 30

20 mph

20 mph

30 mph

N. Avenue

40 mph

30 mph

40 mph

30 mph

LaSalle

Problems:

Many fast food restaurants with a lack of places to excercise, and abundance of vehicles traveling at a great speed.

N. Avenue

Lake Michigan

LaSalle

Solution:

Introduce bicycle share next to the library, and add bicycle routes to shield pedestrian on the sidewalk

Keys Bicycle Share Propose Bicycle Share Bicycle Route Propose Bicycle Route Fast Food 31

32

B

Programs 8

4 DN

6

11

UP

DN

7

UP

UP

DN

A

4 5

DN

UP

DN

UP

9 12

Ground Floor Plan

Section A 33

Third Floor Plan

South Elevation

1. Hydraulic 2. Mech.

3. Preservation/Storage 4. Storage 5. Info & Checkout 6. Cafe 7. Lobby 8. Bike Share & Parking 9. Bike Elevator 10. Classroom 11. Children Area 12. Bike Rental & Parking 13. Quite Study 14. Computer Area 15. Conference Room 16. Cubicles 17. Kitchen 18. Director’s Office

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

Rubber Matt Precast Concret Slab

Prefabricated Steel Support Steel Mesh

Concrete on Steel Decking Steel Girder

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

Finished Surface

Double Pane Curtain Wall

Aluminum Fascia Perimeter Insulation

Hung Ceiling

Aluminum Cladding

Aluminum Cladding

Reinforced Concrete Column

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

Structure

Section Detail

Section B 34

35

36

Bridging Type: Book Store Location: Champaign, IL Duration: 2 Weeks Class: Arch 374 Instructor: Andrea Melgarejo de Berry

Located in Downtown Champaign between Chestnut and Market Street, the design propose to bridge the two streets. By elevating the programs above the site, the space underneath become a public plaza open to the community for relaxation, events, and exhibition. Visual connection of the two streets is preserved through an open axis from the ground to the highest floor.

37

Volume Volume

Elevate building to bridge the two contrasting streets

Preserve v

Quiet R

Ca

Elevate building to bridge the two contrasting streets Elevate building to bridge the two contrasting streets

Pr

Preserve visual connection from end to end Quiet Reading

Social Reading

Cafe

Clerk

Open Plaza/Free exhibition Space

Preserve visual connection from end to end Programs organization

Preserve visual connection from to end Quiet Reading Social end Reading Clerk

Cafe

Open Plaza/Free exhibition Space

Program organization Programs organization

Bridging the spaces

Bridging spaces

UP

Bridging the spaces

UP

UP

Basement

A

Ground Floor

B

38

DN

DN

DN

DN

UP

UP

Second Floor

36’

6

4

22’ 5 11’

1

0

-6’ 7 -15’

Section A

39

DN

DN

UP

UP

DN

DN

Third Floor

Programs

3

3

2

2

8

8

1. Plaza/Art Space 2. Circulation Lobby 3. Clerk 4. Social Reading 5. Cafe 6. Quiet Reading 7. Work Room 8. Storage

Section B

40

Coalescence House Type: Residential House Location: Somewhere in Champaign, IL Duration: 5 Weeks Class: Arch 272 Instructor: Lawrence Hamlin Designed for a first generation Asian-American couple, the house incorporates Japanese and Thai architectural vernaculars. Balance, elegance, openness, and natural materials are crucial elements of Asian dwellings which became the foundation that shapes the design. From the facade, the house catches the eye through the unique adornment of the roof. Called panlom, meaning wind breaker, it is an elegant decoration of traditional Thai houses.

The interior of the home is divided into two floors.

The first level is dedicated to minimal Japanese style while the second level, the more ornate Thai style. Public/Private spaces is balanced with public on the first floor that gradually transition to more private spaces in the second floor. While the house is functional, its purpose is to create a feeling of nostalgia that helps the residents remember their culture and heritage which they left behind.

Balance Structure is divided into two zones.

Hierarchy Living space is recessed to emphasize it as the most important space of the house.

Private/Thai Upper floor is devoted to Thai vernacular.

Public/Japanese Bottom floor is devoted to japanese vernacular.

3D Parti 3D organization programs.

Axon 41

of

the

Structural Tartan Exploration

42

Ground Floor Plan

Second Floor Plan 43

Section A

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

Section B

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

Roof Detail

44

Vecchia & Nuovo 5 Type: Bakery and Coffee Shop Location: Seoul, South Korea Architect: Kwang Kim Architects, Inc. and Terry Hunziker Inc. Team: Kwang Kim (Principal Architect), Top Nasueb (Intern) A project for a Bakery and Coffee Shop franchise located in South Korea. The request was to renovate an existing restaurant under a mid-rise building into a Bakery and Coffee Shop. The design of the restaurant had to relate to other buildings developed by the franchise.

Responsibility: I assisted the Principal Architect in producing exterior and interior renderings for the client. I also assisted in the development of the plans by drafting and rendering.

45

North Interior Elevation

South Interior Elevation

Floor Plan

46

Judicial Courthouse Type: Courthouse Location: Not available Architect: Wight Team: Jason Dwyer (Senior Project Executive) Danielle Apello (Project Architect) Micheal Owens (Intern) Top Nasueb (Intern)

The project involved creating different options of new courthouses to replace the existing courthouse that is unable to meet the users’ need. Because the budget is not known, having variety of options will help the client grasp a better understanding of what the courthouse may become.

Responsibility: I worked alongside the Project Architect in the design of the programs as well as the exterior articulation of the building. I also help developed a table of different court options for the client.

47

A-2

A

B

B-2

D

C

D-2

Cost:

Cost:

Cost:

Cost:

Cost:

Cost:

Cost:

$173 M

$165 M

Gross New Building Area:

Gross New Building Area:

Gross New Building Area:

Gross New Building Area:

Gross New Building Area:

Gross New Building Area:

Gross New Building Area:

$202 M 11

$140 M

435,050 S.F. # Floors:

291,900 S.F.

10

# Floors:

7

$179 M

395,200 S.F.

361,400 S.F.

# Floors:

# Floors:

9

Cost:

$173 M

Gross New Building Area:

Gross New Building Area:

406,000 S.F.

8

# Floors:

E-2

379,000 S.F.

10

# Floors:

9

P

P

3 4 4 6 6 4 3 4 4 3 1

11 10 9 8 7 6 5 4 3 2 1 B

$191 M

435,050 S.F. # Floors: 10

440,500 S.F. # Floors: 11

440,500 S.F. # Floors:

$199 M

$188 M

E

Cost:

3 4 4 6 6 4 3 4 4 3 1

11 10 9 8 7 6 5 4 3 2 1 B

Courts Stacking Diagram

COURTROOM COUNTS: New Building Courts: 42 Future Build-Out Courts: 0 ___________________________________

42

Max Courts:

Existing Buildings

0 0 2

EMCO Courts: Existing Courthouse Courts (EC):

River Valley (RV): ___________________________________ Existing Buildings Courts:

Initial Court Count:

2

44

Future Buildings

10

Shelled

9

2 6 6 6 6 6 6 3 _

8 7 6 5 4 3 2

Courts Stacking Diagram

COURTROOM COUNTS: New Building Courts: 34 Future Build-Out Courts: 8 ___________________________________

42

Max Courts:

Existing Buildings

0 0 2

EMCO Courts: Existing Courthouse Courts (EC):

9 8 7 6 5 4 3 2

Courts Stacking Diagram

COURTROOM COUNTS: New Building Courts: 42 Future Build-Out Courts: 0 ___________________________________

42

Max Courts:

Existing Buildings

0 0 2

EMCO Courts: Existing Courthouse Courts (EC):

River Valley (RV): ___________________________________

Existing Buildings Courts:

Existing Buildings Courts:

2

36

2

44

Initial Court Count:

Future Buildings

Future Buildings

P Shelled

8

7 6 5 4 3 2 1 B

Courts Stacking Diagram

COURTROOM COUNTS: New Building Courts: 36 Future Build-Out Courts: 6 ___________________________________

42

Max Courts:

Existing Buildings

0 0 2

EMCO Courts: Existing Courthouse Courts (EC):

River Valley (RV): ___________________________________

2

Existing Buildings Courts:

38

Initial Court Count:

Future Buildings

1 _

7

6 6 6 _

5

6 4 3 2

1 Courts Stacking Diagram

COURTROOM COUNTS: New Building Courts: 20 Future Build-Out Courts: 0 ___________________________________

20

Max Courts:

Existing Buildings

0 23 2

EMCO Courts: Existing Courthouse Courts (EC):

River Valley (RV): ___________________________________

25

Existing Buildings Courts:

45

Initial Court Count:

Future Buildings

22 -23 4 2

Court Annex / Satellite (CAS): Vacate Existing Courthouse (EC):

4 2

Northern Satellite (NS):

4 2

Northern Satellite (NS):

4 2

Northern Satellite (NS):

4 2

Northern Satellite (NS):

Eastern Satellite (ES): ___________________________________

Eastern Satellite (ES): ___________________________________

Eastern Satellite (ES): ___________________________________

Eastern Satellite (ES): ___________________________________

Future Buildings Courts:

Future Buildings Courts:

Future Buildings Courts:

Future Buildings Courts:

+4

+2

+2

RV

ES

NS

6

+4 NS

0

+2

+2

RV

ES

6

+4

0 EMCO

+42 New Building

Total System Courts:

EC

50

+2

RV

ES

+4 NS

+42 New Building

Total System Courts:

EC

50

+2

+2

RV

ES

+42 New Building

Total System Courts:

0 EC

50

New Building

Total System Courts:

4 3 2

Courts Stacking Diagram

___________________________________

36

Max Courts:

Existing Buildings

6 0 2

EMCO Courts: Existing Courthouse Courts (EC):

River Valley (RV): ___________________________________ Existing Buildings Courts:

Initial Court Count:

8

38

Future Buildings

6 -6 4 2

Court Annex / Satellite (CAS): Vacate EMCO: Northern Satellite (NS):

5 4 3 2

1

1

COURTROOM COUNTS: New Building Courts: 30 Future Build-Out Courts: 6

6

1 B

Courts Stacking Diagram

COURTROOM COUNTS: New Building Courts: 30 Future Build-Out Courts: 0 ___________________________________

30

Max Courts:

Existing Buildings

6 0 2

EMCO Courts: Existing Courthouse Courts (EC):

River Valley (RV): ___________________________________ Existing Buildings Courts:

Initial Court Count:

8

38

Future Buildings

12 -6 4 2

Court Annex / Satellite (CAS): Vacate EMCO: Northern Satellite (NS):

4 4 4 3 4 4 4 3 1

9 8 7 6 5 4 3 2 1 B

Courts Stacking Diagram

COURTROOM COUNTS: New Building Courts: 31 Future Build-Out Courts: 4 ___________________________________

35

Max Courts:

Existing Buildings

6 0 2

EMCO Courts: Existing Courthouse Courts (EC):

Courts Stacking Diagram

COURTROOM COUNTS: New Building Courts: 31 Future Build-Out Courts: 0 ___________________________________

31

Max Courts:

Existing Buildings

6 0 2

EMCO Courts: Existing Courthouse Courts (EC):

River Valley (RV): ___________________________________

River Valley (RV): ___________________________________

Existing Buildings Courts:

Existing Buildings Courts:

Initial Court Count:

8

39

Future Buildings

7 -6 4 2

Court Annex / Satellite (CAS): Vacate EMCO: Northern Satellite (NS):

8

39

Initial Court Count:

Future Buildings

11 -6 4 2

Court Annex / Satellite (CAS): Vacate EMCO: Northern Satellite (NS):

Eastern Satellite (ES): ___________________________________

Eastern Satellite (ES): ___________________________________

Eastern Satellite (ES): ___________________________________

Future Buildings Courts:

Future Buildings Courts:

Future Buildings Courts:

Future Buildings Courts:

+22

+4

CAS

NS

28

+2

+2

RV

ES

+20 New Building

Total System Courts:

+4

CAS

NS

+2

+2

RV

ES

+12

+4

CAS

NS

EC

50

18

+2

+2

RV

ES

5 EMCO

22

* Existing courthouse courts to be moved in the future to a new Court Annex / Satellite.

Court Options

+6

12

5 EMCO

50

5

7

P Shelled

Eastern Satellite (ES): ___________________________________

0 EC

6

8

Future Buildings Courts:

0 +42

7

B

9

2 6 6 6 6 3 _

8

Eastern Satellite (ES): ___________________________________

EMCO

EMCO

0

6

0

0 EMCO

0

+2

NS

6

Northern Satellite (NS):

P Shelled

1

1 B

4 4 4 4 3 4 4 4 3 1

10

2 6 6 6 6 6 3 _

9 P

1

1 B

River Valley (RV): ___________________________________

Initial Court Count:

2 6 6 6 6 6 6 3 _

10

1

1 B

P

P

P Shelled

+36 New Building

Total System Courts:

EC

50

* EMCO courts to be moved in the future to a new Court Annex / Satellite as system growth requires.

+30 New Building

Total System Courts:

NS

+2

+2

RV

ES

+35

EC

New Building

50

+11

+4

CAS

NS

17

+2

+2

RV

ES

5 EMCO

0

* EMCO courts to be moved in the future to a new Court Annex / Satellite as system growth requires.

|

+4

CAS

5 EMCO

0

+7

13

Total System Courts:

EMCO

0 EC

50

* EMCO courts to be moved in the future to a new Court Annex / Satellite as system growth requires.

July 24, 2015

+31 New Building

Total System Courts:

0 EC

50

* EMCO courts to be moved in the future to a new Court Annex / Satellite as system growth requires.

|

48

Inflated Canopy

Budget Balloons - $562 Hydrogen Tank - $196 Net - $130 Simpson Ties - $15

Type: Installation Location: Temple Buell Hall Courtyard Team: Top Nasueb, Drew Smith, Nico Hsu, Krissy Werner, and Damon Stich Award: First Place Design Build Competition

Pressure Treated 2x4 - $8 Total: 911$

The Inflated Canopy is a balloon based structure that provides shelter, spectacle, and a sense of place in the courtyard. The balloons placed inside a closed net allowing external stimuli to manipulate the form of the structure. It responds to events like fluctuating temperatures, strong winds, and human interaction.

Concept Diagrams Responsibility: My task was to develope the concept for the competition and facilitate the team with the required drawings.

49

Total Hydrogen

Weight

Buoyancy Mylar Balloons

Mylar Balloons

Net - $562

Large Balloons

Large Balloons

Small Balloons

Total: 490 cubic feet

Total Buoyancy: 12.06 lb

Rainwater Total Weight: 6.8 lb

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT UPPER NET 35' X 25' MYLAR BALLOONS FILLED WITH HYDROGEN 18'' D

LARGE POLYURETHANE BALLOONS FILLED WITH HYDROGEN 6' D AIR FILLED BALLOONS 12'' D LOWER NET 15' X 15'

ROPE TO SUPPORT LOWER NET

2

ROPE PVC EXIST PLANTER

3

Section 50

Drawing/Sketches

51

Thank you 52