Trevor Jordan Architecture Portfolio

TREVOR JORDAN

ARCHITECTURE PORTFOLIO

2007-2015

TABLE OF CONTENTS

4_7

8_35

2

COMPETITIONS

PROFESSIONAL WORK

36_53

ACADEMIC WORK

54_63

FURNITURE/ INSTALLATIONS

01 02 03 04 05 06 07 08 09 10 11

WATER STELAE

TOP OF ROOF FRAMING, HVAC UNITS CONCEALED BEHIND ROOF PARAPET

METAL PANEL FIBER CEMENT SIDING

ROOF TOP TERRACE

FIBER CEMENT PANEL

DRY-IN HOUSE

VINYL WINDOWS

SOUTH STREET

EXISTING BANK

LIGHT FOLD COURTYARD ENTRY ARCHITECTURAL BLOCK

BRICK VENEER

EAST BROAD STREET ELEVATION SCALE: 1/16” = 1’-0”

OFFICE BUILDING

SILOS APARTMENTS

FOUNTAINS @ GREENVILLE

BLUE RIDGE OR EAST BROAD STREET ELEVATION - RENDERED SCALE: 1/8” = 1’-0”

WELLNESS CENTER

(THESIS)_DIGITAL CRAFT

SUMO

PARABIOTIC ELASTICITY 3

01 AVERAGE AIR TEMP 80º F

WATER STELAE

Independent Project Team | Luke Laverty_Derrick Whitmire Awards | AIA Annual Emerging Professionals Exhibition, 2013 | d3 Natural Systems 2013 International Competition_ Special Mention: Resource Enhancement A series of water collection, purification, and distribution towers to rejuvenate the farmland essential to hundreds of thousands of Ethiopians soon to be negatively affected by 14 new megadams to be constructed by 2015

SURFACE TEMP 72º F Water stelae mitigates temperature spikes through evaporative cooling, providing more condusive living conditions.

Site:

4

DEW POINT 58º F The evaporated water vapor collected from the well transforms back to its liquid state and is collected by the stelae.

Site Megadam GIBE III Megadam

SPACES FOR

Affected Area Food Security

Home to the 3rd lowest access to potable water per capita (18%) yet the greatest water reserves in Africa and source of 85% of the Nile River, Ethiopia is ironically referred to as the “Water Tower of Africa.” This problem grows exponentially as the worlds’s largest landlocked country, home to the world’s 9th largest population of over 228 million by 2050, and the 7th worst standard of living according to the United Nations Human Development Index.

While Ethiopia has turned its focus to its “white oil” -water- it is purely for energy reasons with 14 new megadams to be constructed by 2015 that have severe environmental and social implications yet to be studied; the Give III Dam - currently under construction with 2 more dams scheduled downstream - will negatively affect 500,000 people downstream.

Minimal Stressed Crisis

WELL WATER 50º F

The cool well water is lifted to the surface through

evaporation. the warm surface air creates a Emergency vacuum pulling the water up.

HO ²

WATER COLLECTING SURFACE

DIRECT RAINWATER COLLECTION PASSIVE WATER CONDENSATION COLLECTION

COLLECTED WATER FILTERING Water is separated into compartment “leafs” as it moves vertically. the stone “stelae” contributes to the filtering process of moving water .

GREY WATER FILTERED THROUGH SLOW SAND FILTER

HO ²

1

Omo River Valley during flood season

2

Omo River Valley with essential sediment retention from floodwater for farming

3

Gibe III Megadam terminating flood season, restricting flow and essential sediment

4

Water Stelae revitalizing Omo River Valley through irrigation and fertilization

Water generated by the water stelae matriculates at a single source providing regular access to clean drinking water. Political hostility between communities is lessened with more regulated access due to the collection and storage capabilites of the water stelae in such an arid and volatile climate.

R SPIRITUAL REPOSE AGRICULTURE Crops cultivated from terraced farmland help to sustain indigenous people and provide a means of commerce.

BLACK WATER / SOLID WASTE Solid waste collected at the base of the stelae is delivered to the agricultural land and combined with the soil to create terra preta soil.

5

1

3

4

Market

2

Well (Ground Water)

6

1.

2.

3.

4.

Water Stelae Capillary + Transpiration Tubes Slow Sand Water Filtration “A Place of Spiritual Repose”

7

02

DRY-IN HOUSE

New Orleans, LA Field Office Architects Team | Doug Hecker_Trevor Jordan_Vincent Vumbaco_Melissa Vandiver_Mandi Young Contribution | Design Concepts_Fabrication and Mock-up Assembly_Networking_Rendering

The Dry-in House is a customized affordable housing system proposed for the reconstruction of New Orleans. The Dry-in House gets the owner back to their home site quickly while providing the infrastructure an occupant needs (shelter, water, electricity). The owner is supplied with an inhabitable shell that is customizable before it is fabricated as well as on-site as the project is “fitted out� over time. The key concept is to allow families to participate in the design of their customized homes and to get these people back to their home sites as quickly as possible and to give them the opportunity to finish and further customize their home over time.

8

9

10

Construction is transformed into processes of assembly, reducing time and labor costs A small group of people can easily raise the prefabricated trusses into place

11

Sequence of images showing erection process and application of materials

12

1

2

3

5

6

7

4

Silhouetteasdominantarchitecturalfeature

Mock-up Interior Lighting at Night

13

CORE

First-Floor Plan

14

15

03

LIGHT FOLD

Cincinnati, OH GBBN Architects Team | Greg Otis_Trevor Jordan_Brooke Behnfeldt Contribution | Layout/Design Concepts_Team Management_Planning_ Rendering_Client Presentation

“Light Fold� is an illuminated, continuous surface that breathes life into a previously dry and underutilized space. By truncating the restaurant into a centralized space, other distinct spaces can then be added to complement the program. This allows users to be engaged with events in the arena below while still being able to socialize and dine in unique ways. The new Light Wall which envelops the restaurant breaks down the scale of the space with intricate detail cut directly into the walls surface.

It both stimulates the space and becomes an attraction for observers below as it projects into the open arena.

16

Key Plan Diagram

17

Existing-Floor Plan EXISTING CONDITIONS TO CONSIDER

INCREASESEATINGCAPACITY CENTRALIZEDKITCHEN EXISTINGSTOREFRONTISOLATESANDDARKENSSPACE

18

UNDESIRABLEBARLOCATION

BAR and DININGTHREE-TIERED SEATING

Design iterations P.O.S. STATIONS

DINING

FOLDED METAL STOREFRONT ADDITION SEATING

First-Floor Plan section through restaurant

BAR EXISTING KITCHEN

RESTAURANT PRIVATE LOUNGE

19

20

SUPERIMPOSING PERFORATIONS

INTERIOR METAL LINER

LIGHT FIXTURES

FOLDING PARTI DIAGRAM

BAC KLI T FO LDE D WA METAL TER JET SURFA CU T PE CE W RFO RA

WIT H ATI ON S

Section Through Resta urant

21

04

OFFICE BUILDING RENOVATION

The challenge of recreating and redefining the identity of a building in Anderson, SC sets up this unique design inquiry. An existing Kroger grocery, abandoned for more than 20 years, is stripped to all but its shell and its exterior CMU blocks. With a limited budget, efforts become focused on utilizing functional floor space for the many employees of Anderson County by allowing them to work fluidly and comfortably in each of their corresponding zones, and also concentrating much of the design on the entry to help establish a new identity.

Curvilinear brick walls stand apart from existing split-face block to create warmth and to soften the overall context. The curved entry wall becomes oriented perpendicular to a significant street leading to its entrance as an element that is bold and aesthetic.

22

view of existing entry

Anderson, SC Craig, Gaulden, Davis Architects Team | David Moore_ Tom Lockhart_ Trevor Jordan Contribution | Construction drawings_ site measurement_detailing

23

24

25

05

SILOS APARTMENTS Charlotte,NC The Housing Studio Team | Trevor Jordan_Rollin Hansen_Chad Askew Contribution | Lead Project Manager

Designed as Class A+ luxury apartments, Phase II of Woodfield Silos Apartment Complex is located in historic South End of Charlotte, NC. The 111 unit phase II addition is anchored on an open park space provided as a public amenity and to tenants, which is connected to the newly envisioned rail trail connecting new urban living to uptown Charlotte.

26

1 BR Inside Corner Unit

Image Courtesy of Housing Studio

27

28

WOODFIELD SILOS

333 West T Char T: 704.333.7

1 Phase II Main Entry

Project No

Issue Date: Issued For:

Key Plan

BUILD LEVEL PLAN

1 1

BUILDING 10 - LEVEL 1 OVERALL PLAN 1/16" = 1'-0"

WG

4-story Type VB Building

29

06 BRICK VENEER ARCHITECTURAL BLOCK

SOUTH CHURCH

SCALE: 1

FOUNTAINS @ GREENVILLE

Greenville, SC The Housing Studio Team | Trevor Jordan_Mathew Delaney METAL PANEL

Contribution | Unit Planning_Concept Design_ Rendering`

250’ HOSE PULL

RO TERR OF AC E

GARAGE ENTRY

SOUTH CHURCH STREET EASTSCA EL

SCALE: 1

SCHEMATIC SITE PLAN 11 APRIL 2014 SCALE: 1:30

CLUB/AMENITY ON LOWER LEVEL

333 WEST TRADE STREET, SUITE 300 CHARLOTTE, NC 28202 T: 704.333.7862 F: 704.343.9380 www.housingstudio.com

GREENVILLE, SC

LEASING

COURTYARD

FOUNTAINS AT GREENVILLE

Located off of East Broad Street in downtown Greenville, SC, this Class A+ apartment complex, deck wrap project consisting of 210 new units with rooftop amenities and an outdoor lounge. Materials are comprised of brick, precast stone, fiber cement siding, and metal panels.

EAST ELEVATIO

SCA

150’ FIRE TRUCK ACCESS

30

210’ HOSE PULL

GARAGE, NO POLE LIGHTING

METAL GRILLES/ LOUVERS

METAL GRILLES/ LOUVERS

FOUNTAINS AT GREENVILLE

GARAGE ENTRY

GREENVILLE, SC

BRICK VENEER

VINYL WINDOWS

ON - RENDERED

ALE: NTS

TOP OF ROOF FRAMING, HVAC UNITS CONCEALED BEHIND ROOF PARAPET

METAL PANEL

TOP OF ROOF FRAMING, HVAC UNITS CONCEALED BEHIND ROOF PARAPET

BRICK VENEER

ARCHITECTURAL BLOCK

FIBER CEMENT SIDING

FIBER CEMENT PANEL

ROOF TOP TERRACE

WEBSTER STREET ELEVATION - RENDERED VINYL WINDOWS SCALE: NTS

SOUTH CHURCH STREET BRIDGE

EXISTING BANK

ELEVATIONS 11 APRIL 2014

1/16” = 1’-0”

FIBER CEMENT PANELS

GREENVILLE, SC

T ELEVATION - RENDERED ALE: NTS LEVATION

METAL CANOPIES

SCALE: 1/16” = 1’-0”

333 WEST TRADE STREET, SUITE 300 CHARLOTTE, NC 28202 T: 704.333.7862 F: 704.343.9380 www.housingstudio.com

FOUNTAINS AT GREENVILLE

FIBER CEMENT SIDING

WEBSTER STREET ELEVATION ELEVATIONS 11 APRIL 2014

STREET ELEVATION

1/16” = 1’-0”

COURTYARD ENTRY ARCHITECTURAL BLOCK

BRICK VENEER

EAST BROAD STREET ELEVATION SCALE: 1/16” = 1’-0”

EAST BROAD STREET ELEVATION - RENDERED SCALE: 1/8” = 1’-0”

31

07

BLUE RIDGE OR Morganton, NC LITTLE Team | Ken Ryan_Trevor Jordan_Rick Fals 1

2101

F1

F1

F1

12' - 9"

24' - 2 1/2"

8' - 0"

3' - 11 1/2"

23' - 4"

2' - 1"

6" 4'1'--8"

5' - 4" A3

3' - 4 1/2"

5 1/2" 8' - 0"

5' - 8" A1

STRETCHER ALCOVE 2162D

F1

OR 3 GENERAL/EYE 2121

SCRUB ALC. SCRUB ALC. 2162C 2162F

2122A

8' - 0"

5

5' - 6" 1' -Sim 6"

14' - 3"

CORR. 2162

7 A-530

F1

4' - 8"

NOTE: SEE A-241 FOR EQUIPMENT LOCATION AND DIMENSIONS.

STRETCHER ALCOVE 2162E 10' - 0"

A1

1 A-530

MECH. CHASE 2133A

JAN 2133

PACU CORR. 2146

9 1/2"

OR 4 GENERAL 2122

STRETCHER SEE OR-3 ROOM 2121 ALCOVE FOR DIMS. & 2162B NOTES

STRETCHER ALCOVE 2162D

A1

2

17' - 4 1/2"

A-250 2

COR 21

A-250

2146

Sim

A1

2124

5' - 0"

Operating Room RCP

F1

F1

A1

GAS OR 5 ORTHO III COL.

8 1/2"

Typical Operating Room

10' - 0" CENTER OF TABLE

LIGHT/ EQ. BOOM. LIGHT/ EQ. BOOM.

2124A

3' 14' - 2"- 7"

A-405

Sim A

SURG. TABLE

12' - 8 1/2"

SCRUB ALC. 2162F

STRETCHER ALCOVE 2162E

3' - 6"

A1 2121A

10' - 4"

10' - 11 1/2" 3' - 6"

A

1' - 0" 10" 2' - 0" 10"

A1

A-405

10"

6' - 10 1/2"

4

9

6 Sim

LAMINAR FLOW A1

2123

A

A-404

A3

2' - 0" 10" 1' - 0"

A1

6' - 5"

7' - 0"

F1

NOTE: SEE A-241 FOR EQUIPMENT LOCATION AND DIMENSIONS.

OR 4 GENERAL 2122

7

CENTER OF TABLE

2' - 6"

2' - 1"

NOTE: SEE A-241 FOR EQUIPMENT LOCATION AND DIMENSIONS.

CLEAR

38' - 4"

OR 3 GENERAL/EYE 2121

3' - 2"

8' - 0"

A-405 A3

A-405 2

8 Sim 2124B

1' - 4"

1

4' - 0"

3 2122B

2' - 4"

TABLE SURG.

8' - 0"

9' - 0"

8' - 0"

10

A-404

SUB STER. 2123

11' - 3"

Sim

Sim

24' - 6"

11

1' - 7 1/

8' - 0"

LIGHT/ EQ. BOOM.

8 Sim A1

A-405

3' - 11 1/2"

1' - 0" 8' - 6"

EQ EQ

5 1/2"

2124C F3 A1

A1

10" 2' - 0" 10" 1' - 0"

9

F3

3' - 4"

AIR CURTAIN

8' - 4"

A-404

Sim

Sim 11

32

WORK 5' - 4" AREA 2117A

A1

9' - 7" 1' - 6"

GWB BULKHEAD

14' - 2"

LIGHT FIXTURES 3' - 2"

MECH. CHASE 2117B

2112B

8 Sim

A1

8 A-530

1' - 0"

1' - 0" 10" 2' - 0"

1' - 6" A3

GWB BULKHEAD 5' - 10"

F3

2' - 1"

A1

3' - 4"

E

9' - 7"

GWB BULKHEAD

13 A-530

LIGHT/ EQ. BOOM

5 1/2"

JAN. 2120

2122C 2' - 1"

9 1/2"

10' - 9"

9' - 0"

2121B

A1

A3

8' - 0"

3' - 4"

9' - 4"

A1

1' - 5"

LIGHT/ EQ. BOOM

8 1/2"

13' - 5 1/2"

6 1/2"

8' - 0"

LIGHT/ EQ. BOOM

5 1/2"

7' - 1 1/2"

24' - 7" A1

LIGHT FIXTURES

F3

LIGHT/ EQ. BOOM

STERILE CORE 2117

EQ

A3

9' - 0"

5' - 6"

CORR 2119

JAN. 2120

F4

A3

LIGHT/ EQ. BOOM

25' - 9"

LIGHT/ EQ. BOOM

6 1/2"

6' - 8"

2120

SF1

1' - 6"

8' - 0"

2' - 1"

9' - 8"

2117B

4 1/2"

D

11 1/2"

7' - 0"

8 1/2" 18' - 4"

100' - 8"

18' - 4"

12' - 10"

2

3' - 4"

Exterior Expansion Detail @ Existing Stair Tower

A3

CORR 2119

A-512

F1 9' - 0" 1' - 6"

3' - 4"

14' - 5 1/2"

12

LIGHT/ EQ. BM.

1' - 0" 10" 2' - 0"

2111C

C

5 1/2"

EQ

4' - 0"

3' - 4"

E.1 A1

2109C

A1

STORAGE/ EQ TEMP. CYSTO 2112

3' - 6"

F1 S2

8 A-405 SUB STER. 2159

14' - 2"

13

S2

F3

11' - 6"

10"

MECH. CHASE 2117B

S2 9' - 0"

2' - 0" 10" 1' - 0"

S2

1' - 0"

F1

LIGHT/ EQ. BM. LIGHT/ EQ. BM.

A-250

STRETCHER 2112A ALCOVE 2161D

4' - 0"

14' -9"2"

4" 2' - 6 1/2"

SF2

A3

EQUIP. ALCOVE 2161B

ALC.

GWB BULKHEAD

5 1/2" SURG. TABLE

2111B

SUB STER.

2

7' - 10 1/2"

7

LAMINAR FLOW

2' - 0" 10" 1' - 0"

24' - 6"

2109B

5 1/2"

5' - 0" 8 Sim

ORTHO I 2109

6' - 10 1/2"

FLEXIBLE FLASHING 2161E A1 MEMBRANE END DAM & SEAL TO EXIST. CMU WALL

OR 2 ORTHO II AIR CURTAIN 2111 NOTE: SEE A-241 FOR EQUIPMENT LOCATION AND CENTER OF TABLE DIMENSIONS.

2" EXP. JOINT, BASIS OF DESIGN 2159 EMSEAL SEISMIC COLOR SEAL. F0 A3

1' - 6"

7' - 9"

A1

OR-1 - MASONRY WALL EXISTING SCRUB 5' - 0"

7' - 0"

SF2

A1

11

A-404

11' - 6 1/2"

8

A1

10

10' - 4"

2159

7

A-404

6 Sim

GAS COL.

2161C

A1

5' - 7"

9

A

A1

6 NOTE: SEE A-241 FOR EQUIPMENT LOCATION AND DIMENSIONS.

A1 5' - 0"

A

OR-1 ORTHO I 2109

1

24' - 6"

SCRUB ALC. 2161E

5' - 0"

3

2HR RATED FIRE BARRIER A-250 EQUIP. BASIS OF DESIGN CS-RFX-2W ALCOVE

2111A

STRETCHER STRETCHER ALCOVE ALCOVE 2161D 2161F 5 1/2"

A1

A1

A-512

38' - 4"

A1

3' - 6"

F1 F1

9' - 6"

2' - 5"

2109A

4' - 9"

D.2

A1

5 1/2"

The expansion of the Blue Ridge Hospital consisted of 41,000 sf of new and renovated space. Based on the clients CON, five new 600 sf. operating rooms were provided with supporting holding spaces, and the conversion of the existing rooms into Endoscopy and Cystoscopy procedure rooms. Prep/ recovery, post-anesthesia care, and sterile processing are new spaces to provide support for hospital needs. The project involved construction in five different phases to allow continuous occupation and services for the facility during the duration of construction, which involved thorough consideration of movement joints and critical attachment methods.

STRETCHER ALCOVE 2161F

3' - 6"

3' - 6"

A-250

A1

COR 216

GROUT SOLID

2' - 11 1/2"

A1

2

10' - 4"

9' - 6"

F1

1' - 4" 2' - 0"

3' - 2"

SURG. TABLE

4' - 8" F1

SEALANT

CORR. 2161

1' - 6" 1' - 0" 10" 2' - 0"

8 1/2"

8' - 9"

9 A-530

27' - 4"

8' - 9"

F1

B1

3 A-511

9 1/2"

4" X 4" X 1/8" BENT PLATE 2 SECURE TO CMU W/ A-511 SF3 COUNTERSUNK MASONRY SCREWS ALIGN W/ ANGLES ABOVE. PAINT TO MATCH WALL

SF3

4"

5' - 3 1/2"

5' - 8"

B1

F1

5

CUT NEW OPENING IN 26' - 1" EXISTING MASONRY WALL BACKER ROD & SEALANT

WALL EXPANSION JOINT COVER - BASIS OF DESIGN B1 BALCO INC. WDC-2

9' - 6"

SF2

125' - 7"

25' - 9"

SEALANT

4 A-801

F1

4

EQ 2" EQ

SF2

Aa

SF2

FIELD VERIFY

2HR RATED FIRE BARRIER 24' - 0" BASIS OF DESIGN CS-RFX-2F

23' - 8"

B1

8" CMU

FIELD VERIFY

FLOOR EXPANSION JOINT COVER BASIS OF DESIGN CS-PCS-300 3

2

Contribution | Lead BIM Coordinator_Construction Documents_ Detailing_ Rendering A

1' - 2 1/2"

2149

5 1

Operating Rooms

2

Post-Anesthesia Care Unit

3

Sterilized Processing

4

Staff Area

5

Endoscopy

6

Prep/ Recovery

7

Offices

8

Lobby

3

1

4 2

6 7

8

33

34

Mechanical Systems

Structural Framing

Main Level Expansion

Revit Model Axon

35

08

WELLNESS CENTER Cranbrook, MI Instructor | Karl Wallick Individual Project

The Cranbrook Wellness Center is situated in the Cranbrook Institute of Art and pulls from much of the existing contextual language of craft into its being, serving as a commemoration to the beauty of the handcrafted by shaping its influences to the idea of delamination. Wall construction is exposed to present the true nature of a buildings composition and make-up. Brick walls that line the “Promenade� and exteriors are pulled apart and perforated, acting more as a rain screen, and promoting the allowance of more natural daylight into its spaces.

The Wellness Center program is comprised of Exercise/ Meditation spaces, Therapy Pools, Saunas, Guest Rooms, Library, Kitchen, and Lounge areas.

36

37

BUILDING PARTI

Structured

1 NATATORIUM 2 GRAND ALLEE 3 SITE

Fragmentation/Delamination

Separatewet/dryprogram

Plynth to allow views

Create pedestrian corridor

FORMAL AXIS 3 1

38

2

STUDIES

39

Brick-CladWallSystem

40

Wall Section 1

First-Floor Plan A-A

41

Green Roof

Interior Liner

Glazing

Free-form Steel Structure

Brick Cladding

Structural Walls/ Floors

42

43

Exercise space protruding from facade

44

Brick wythe patterning with apertures

Monumental stair with customized steel armature

Floor reveal

Section showing exercise (top) and therapy (bottom) spaces

45

View through dining area

46

View through central stairs

47

09

DIGITAL CRAFT

XT TE

TIME

SIM UL AT ED CR AF

ANISOTROPIC MATERIAL STRUCTURING ITY TEROGENE MATERIAL HE

AT ER IAL

ITY

-M

DGM E NT

CAR E -JU

DIV

ERS ITY

DEX

TER

LIT Y IVO CA

DE

GR E

EO FF AIL U

RE

AS

IGN IFI

ER S

ATION GANIZ IAL OR MATER

EQ U

ISK FR

MA

RO ND MIC CR O A

WO RK M A NS HIP O

ENTIALITY RIAL POT MATE

INTELLECTUAL MATERIAL

TIONS SIMULA

ON

MUL TIPL E FO RCE S IN

EC

TE CH NIQ UE

ENT

Y

PUTER F COM

MO VEM

RICA TION OF

UNCERTAINT

IOR O BEHAV

TRA CT

TIV AC

ABS

- IMB

D AN PE

ION

VS

O EL

48

EC T

OL OG Y

V EN

A clear distinction is now evident in most architectural practice today between processes of design generation and processes of design production. A separation was created in the conception of material knowledge, structure, and form due to this distinct divide, which was propelled by standardization and the division of labor. The emergence of sophisticated new digital fabrication tools and technologies affords new ways of design generation and production resulting in novel customized solutions. This shift in production now addresses the method of making and its impact on architecture posing the question “What is the relation between the way in which things are made and how they work?” How is the process evident in the artifact?

Digital craft is an operational framework controlling processes of technique through the manipulation of digital and physical materials while allowing the interjection of the human element as an analog device. It approaches design in order to discover new and innovative fabrication methods and their contribution to the built environments and its spaces.

INFL

HN

EN WE ET

VIR TUA L

NB T IO RA

TE C

ON OPERATING

INEAR NON-L

T

BO LLA CO

University of Cincinnati Thesis Advisor | Michael McInturf Thesis

INTUITION

Theoretical contributions framing thesis conjecture

ARCHITECT

ARCHITECT

PRODUCT ENGINEER

PRODUCT ENGINEER

MASTER BUILDER [ CRAFT ]

MATERIALS SCIENTIST

MATERIALS SCIENTIST

FABRICATOR

FABRICATOR

Digital craft allows shift back to the idea of “Master Builder”

FABRICATION-BASED DESIGN OPEN-ENDED METHODOLOGY MATERIAL [informed] ORGANIZATIONS

DIGITAL CRAFT

ARTIFACT

EVIDENCE OF PROCESS DIVERSITY

DIVERSITY

49

Heterogenous structure manifest through relaxive form-finding using simulated forces in conjuntion with spatial program

Iterative Form-Finding Process

50

51

Solar Analysis

Monocoque structure generated throughanalysisofdaylightandviews

52

Evolution of form through digital craft

53

10

SUMO

Clemson, SC Instructor | Ronald Rael Team | Trevor Jordan_Jason Fleming_Steven Dejonkeere_Vincent Vumbaco_Melissa Vandiver_Mandi Young_Nathan Dicks_Nicole Carter Contribution | Design Concepts, Modeling, Programming, Fabrication, Assembly The SUMO, Specialized Unit for Megacommunicative Occupancy, is a furniture unit designed to facilitate long distance communication between students and teacher. The project was stimulated by the need for a quiet space in the studio for students at Clemson University to communicate with their professor in Genoa, Italy during class time.

The SUMO allows two positions, one for working and another for resting. The CNC router is utilized for production of the prototype. To maximize use of 4’x 8’ sheets of material, each rib is divided into two pieces using a curvilinear dovetail joint for reconnection. Rigid insulation and masonite are laminated together to create a high density, light weight construction that is durable enough to withstand day-to-day wear from travel. Polycarbonate on both sides allows for light transmission and visibility while maintaining a reduction in noise levels.

54

AUDIBLE SUMO GRAPHIC SUMO LOGO REVERSED MASONITE

DOVETAIL JOINT INAUDIBLE SUMO GRAPHIC GAP TO ABSORB MOVEMENT MASOINITE PANEL

55

FABRICATION AND ASSEMBLY

Assembly of alternating panels

CNC mill cutting process

56

Expandinggluelaminatesinnerfoamcore

Outerpanelwithpolycarbonite

“SUMO” ROTATES FROM SEATED TO LAID POSITION

57

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PARABIOTIC ELASTICITY Cincinnati, OH Instructor | Ming Tang Team | Trevor Jordan_Brian Ballock Contribution | Design Concepts_ Fabrication_Rendering

The purpose of this project was to explore material properties of casting urethane elastomers and their structural behavior. The form was derived based on tensile stresses and deflections of this material and behavior of a building skin component. The material performance became the design driver where the tensile stresses in the material were tested and adapted to a rigid frame. CNC-milled high density foam mold served as the casting medium for liquid urethane elastomers. Series of lines were cut in the mold to form surface texture on the components.

After all individual urethane elastomer components cured, they were assembled using aluminum connectors.

“Aggregates” are fabricated and assembled from flat sheets

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flexible “aggregate”

STRETCH

BUNCH

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01 high density foam casting mould 02 flexible epoxy bonding agent 03 castable urethane elastomer/ Hapflex 1056 + 1021 04 foam brush 05 files and rasps for mould refinement 06 sealing agent for mould 07 release additive for mould

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THANK YOU.

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