Architecture Portfolio

Portfolio 2018 Edition By: Top Nasueb

SCHOOL

Chicago Maritime Museum Institute of Aviation 401 N. Wabash Transparent Activities Lift

01 09 19 27 35

INTERNSHIP

Vecchia & Nuovo 5 Judicial Courthouse

43 45

COMPETITION

Inflated Canopy

49

STUDY ABROAD

Acropolis [Re] Imagined

51

PERSONAL

Sketches

53

Chicago Maritime Museum Type: Museum + Tower (Optional) Location: Chicago, IL Duration: 1 semester Class: Arch 574 Instructor: David Chasco

The design aims to celebrate the Maritime Museum along the linear riverfront. In addition to the museum, a hotel and retail tower is incorporated to maximize the use of the site and to foster additional revenue stream. The tower and the museum are situated near the riverfront to create a dramatic engagement with the water. The programs of the museum branch from the Grand Gallery that displays a large historic ship.

Other galleries surround the main Grand Gallery, creating a common focal point. The western part of the building, the CafÊ and Study Collection Library, extends to the edge of the new Apple Store to direct and attract people down toward the Museum. As a result, the Apple Store’s plaza is extended to create a small park area.

Site 1

LAKE MICHIGAN WATER TAXI CIRCULATION PEDESTRIAN CIRCULATION

City Circulation

2

Riverwalk Level

Ground Level

3

4

Partial Structural Axon

South Elevation 5

Transverse Sectional Perspective

Section A 6

7

8

Institute of Aviation Type: College Aviation Maintenance 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 re-brand 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

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

Ca Car r

Office/Classroom Quad Office/Classroom Workshops Quad 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 9

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

E20 Monocrystaline PV Panels, 7’ x 3’4’’ 435 Watt 20.3% Efficiency 144 Panels

Flat Plate Solar Collectors 8’ x 4’ 7,158 BTUh 96 Panels *For AC reheat process

Monocrystaline PV Panels, 5’4’’ x 3’4 275 Watt 17.2% Efficiency 156 Panels

Extensive Green Roof *Reduce heat gain and filters pollution KNT46 Transparent PV Glass 3’ x 3’ 46 Watt 108 Panels

Topmix Permeable Concrete *Reduce stormwater runoff Permeable Brick Pavers *Reduce stormwater runoff Water Reservoir

AHU Pylon Diffuser for Displacement Ventilation *Low velocity supply air for service area only. Able to disregard hot air above service area.

Sustainability Diagram

Geothermal Heat Exchanger Indoor Greenery

Living Wall *Filters air and absorb sound

Indoor Plants - For air filtration and noise absorbtion

Dracaena

Perperomia

Ficus

Bird’s Nest Fern

10

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 11

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

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

Open to Below

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 12

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

13

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

14

15

16

17

18

401 N. Wabash Type: Mixed Use Tower Location: Chicago, IL Duration: 1 semester Class: Arch 574 Instructor: Dr. Micheal Kim Team: Top Nasueb, James Ann, Robert Konzelmann

and Casey Revelle The goal of the design is to create a mixed-use building that services both the public and the client.

Two separate towers were developed, the smaller servicing office while the taller will service office, hotel, condominium, and retail. The ground level (upper Wabash) plan provides direct connectivity for people to access the Chicago River. An Amphitheatre was proposed adjacent to the building and the river to provide an amenity space for the public to engage and enjoy. The monolithic crystal-like form of the towers aims to be an iconic symbol for Chicago that will attract people around the world.

19

20

1

2

4

1

3

5

3 5

1. Retail 2. Condo 3. Office 4. Hotel 5. Ballroom

1

Ground Level 21

MAIN BUILDING

OFFICE BUILDING

RETAIL 2

OFFICE 4

BALLROOM 2

BALLROOM 1

CONDO

OFFICE 6

SERVICE 1 TOTAL: 6

HOTEL 6 CONDO 8 SKYDECK 1 RESTAURANT 1

CONDO

SPA 3 SERVICE 3 TOTAL: 32

HOTEL

OFFICE

OFFICE

BALLROOM LOBBY

RETAIL LOBBY SERVICE

BALLROOM

OFFICE

SERVICE

SPA - CONDO

SPA - HOTEL

SPA - OFFICE

SKYDECK

CONDO - UPPER

CONDO - LOWER

HOTEL

OFFICE

BALLROOM

RETAIL

Elevator Riser Diagram

RESTAURANT

PARKING

22

PROGRAM

LEVEL

AIR SUPPLY

PENTHOUSE

90-93

AIR RETURN

RESTAURANT SKYDECK XH

CHWS

89 88

MECHANICAL

86-87

CONDO

68-85

MECHANICAL

66-67

CONDO

46-65

AIR - WATER SYSTEM ALL - AIR SYSTEM

CHWR

CONDO

CWS CWR

18 FLOORS

Fresh Air Intake Used Air Exhaust AHU Fan Coil Unit HX

Heat Exchanger

CONDO

20 FLOORS

AIR - WATER SYSTEM

XH

HOTEL

OFFICE

SPA MECHANICAL

44-45 42-43

HOTEL

22-41

20 FLOORS

OFFICE

SPA

20-21

MECHANICAL

18-19

OFFICE 13 FLOORS

5-17

ALL - AIR SYSTEM

BALLROOM LOBBY

LOBBY

RETAIL

PARKING CWS

MEP Diagram

CWR

Outrigger

Structural Belt 23

Structural Axon

MECHANICAL RETAIL

4 B1-3

1,112’ - 0”

West to South Section

1,112’ - 0’’

East Elevation

24

25

26

Transparent Activities Live

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

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.

Video Game Ping Pong Pool Dance

Suites

Typical Units

Intensive Roof Photovoltaic Panels

Bearing Wall Structural Core

Shear Wall

Stack Ventilation

Horizontal Shades

Shear Wall W12 Girder W12 Column

Permeable Pavers

W18 Girder W10 Column

Rainwater Storage Geothermal Heat Exchanger

Foundation Wall Pile

Sustainability 27

Structure

28

Ground Floor Plan

Latitude Section 29

Second Floor Plan

Longitude Section

South Elevation

Typical Single Room

Typical Double Room Typical Floor

East Elevation

*All room ADA accessible

North Elevation 30

31

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 32

33

34

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 35

36

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

37

Egress

Structure

38

Section A

39

Section B

40

41

42

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 the Vecchia & Nuovo 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 must relate to other buildings developed by the franchise.

Responsibility: I assisted the Principal Architect in designing the exterior and interior of project. I drafted plans and rendered images with the Principal Architect and the client’s recommendations.

43

North Interior Elevation

South Interior Elevation

Floor Plan

44

Judicial Courthouse Type: Courthouse Location: Joliet, IL Architect: Wight Team: Jason Dwyer (Senior Project Executive) Danielle Appello (Project Architect) Micheal Owens (Intern) Top Nasueb (Intern)

The project involves creating a new courthouse to replace the existing courthouse that is unable to meet the users’ need. The 369,00 sq. ft 10-story building aims to showcase the latest trends in courthouse technology, site security, and energy efficiency as well as to revitalize the southwest suburb.

Responsibility: I worked alongside the Project Architect in the design of the programs as well as the exterior articulation of the building. I worked extensively on the building enclosure.

9th Floor Plan 45

Roof Plan 46

Curtain Wall Section

47

Penthouse Wall Section

Roof System Detail

Juror Waiting Interior Elevation

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 develop 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

Acropolis [Re] Imagined Type: Historical Intervention Location: Volterra, Italy Team: Top Nasueb, Brittany Bogema, Karolina Regula, Nathan Kahlsa, and Nico Hsu The sensitivity of the acropolis is re-imagined through various design objectives such as accessibility, visibility, public & private, and sustainability. The goal is to establish boundary and thresholds in different scales to enhance the user experience with the site. Materials, structures and landscaping are carefully chosen to be cohesive with the site, and to provide elements of visual interest that do not distract from the ruins.

Responsibility: I collaborated with team members on design ideas, and I managed the BIM process of the project.

Paths Diagram

Longitudinal Section 51

Floor Plan

52

Sketches

53

Top Nasueb 1565 Spruce Ct. Lombard, IL 60148 teenasueb@gmail.com 217.413.6567

Thank you 54