PORTFOLIO
/ JACOB GRAHAM M. O F A R C H
JACOB GRAHAM Master of Architecture University of Adelaide
M. GPA: 6.75 UG GPA: 6.67 Originally from Mildura in North-West Victoria, I moved to Adelaide in 2018 to pursue my interest for design and the built environment by studying a Bachelor of Architectural Studies at the University of Adelaide. I am passionate about further developing my digital and interpersonal skills, and hope to engage in a work place where I can be pushed and implement these skills in real world application. When not studying I enjoy fitness, socialising, gaming and water sports during the warmer seasons.
1
Token Factory Studio: Cultures 3-4
Conflict Design Studio V 5-6
Fringe HQ Representation III 7-8
Lot 14 Advanced Construction 9 - 10
Construction Construction III 11 - 12
Furniture Design 13 - 14
2
Token Factory Studio: Cultures Token Factory is a space designed for the creation and exhibition of NFTs (non fungible tokens). The existing M+H building together with the internal blockchain allows for the NFTs to be auctioned, traded and stored in one central location. The Token Factory is architecture that culminates art, technology, infrastructure and culture to create a hub of the future. Each NFT is a unique digital token that when purchased, acts as a certificate of authenticity on the blockchain. People have always used art to store value and NFTs have extended this into the digital art world. Collectors and enthusiast alike value the ‘digital bragging rights’ and the unique connection to the creator that doesn’t exist with any other art form. The existing M+H building is a ‘chassis’ that not only stores the physical memory of the NFTs, but also through projecting NFT art onto the buildings exterior, involves, engages and intrigues the public. Inside, the collaborative workstations and motion capture spaces are where NFTs can be collaboratively created. The ground floor gallery space then exhibits these creations and facilitates the trading and auctioning all within the Token Factory.
Creation of NFT
Displaying of NFT
$XX,XXX
Sell/Trade of NFT
Storage of NFT
$XX,XXX
3
NFT Collaborative Hologram
Northern Elevation
Entrance / Auction space utilising the blockchain
Distant view of the token factory merging with the Port of Adelaide
Northern Section
4
Conflict
Impressions/Development
Design Studio V Conflict aims to resolve a program involving bees and humans with both residents benefiting from the mixed use building. The programs aim is to repopulate efficient bees that will thrive once released into their natural environment. This is achieved through human interactions with the bees which helps fund this program. This is achieved through a modulated farm of both beehives and pollination areas paired with human interaction. The conflicting program materalises a human experience where the user can see all details of the repopulating journey with aspects of education and excitement when ultimately being present at the bee release.
Form Surface From Lines
Single Form
Wire-cut From Lines
Simplify Multiply
Honey Walls
Subtract + Stretch
Circulation
Pattern
Final Form
The small modules replicate a similar structure to a beehive with a repeated pattern, allowing for bees to move between and create beehives.
5
45M
Section Bee Release
12
10 Bee Atrium
11
9
1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12.
Reception/start Honey Store Initial Wall Experience Honey Research Leaking Honey Air-hive Therapy Honey Rink/Pool Pollination Testing Honey Spa Bee Atrium Overnight Bee Stay Final Release
Overnight Bee Stay
8
7
Pollination Testing Area
6 4 5
North Terrace
3
1
2
Ground Floor
6
Fringe HQ
Development
Representation III The fringe HQ located on East Terrace and Rundle Street is a multi-use space in which the fringe conducts its operations from. Also included is two large theatre spaces for the yearly event as well as workshops and exhibition spaces for the public.
Fringe Performers used as Inspiration
Base Abstract
Lines to Impact Form
Bounding Box
Carving Approach
Create Void Space
Final Result
7
People + Culture Zone
Pop-up Gin Tasting
MON - FRI
Bookshelf’s - resources for employees
Personal device shared workspaces
Ginporium Vault - Specialty Gin users can purchase Bar- Sells Gin by the glass to customers
Cafe
SAT - SUN Standing Area overlooking Eastern Parkland
Tables are used for employee workspaces
Complete Program
1925m2
Staff Peak Fringe HQ/Works Other
200 mm
Aperture Size
800 mm
Additionally is the introduction of a gin tasting area being located on the 5th floor on the weekends. Once the working week is completed, on a Friday the area dedicated to the People + Culture will be converted using key features of its design to be used for the secondary program. By adding this program users will get a taste of the exquisite Local products of SA being the gin and other food products from the area.
8
Lot 14
interior perspective_passage&core
interior perspective_second level
interior perspective_ central open space
Advanced Construction
Additionally is the introduction of a gin tasting area being located on the 5th floor on the weekends. Once the working week is completed, on a Friday the area dedicated to the People + Culture will be converted using key features of its design to be used for the secondary program. By adding this program users will get a taste of the exquisite Local products of SA being the gin and other food products from the area.
Assessment 2: Envelope Details + Prototype ARCH 7033 Advanced Construction (M) Student: Chen, Zihe (A1790484); Marchesan, Nicholas Alberto (A1744203); Graham, Jacob (A1718302); Kenneth, Afton (A1725038)
D3 - Floor to Facade Detail
interior perspective_second level
interior perspective_ central open space
D4 - Ground to Facade Detail
9
Section Detail GLASS FIBER REINFORCED POLYMER (GFRP) KINETIC FACADE PANELING ATTACH TO SPACE FRAME 3MM CLR /10MM ARG GAS / 3MM CLR DOUBLE GLAZED WINDOW CUSTOM HINGING ALUMINUM EXTRUSION WINDOW FRAME BOLTED TO SPACE FRAME 700W B115 PRIMARY BEAM BOLTED TO SPACE FRAME VIA M30 BOLTS AND WELDED MILD STEEL FLANGE
D1
CONCRETE FILLED TO 100MM ABOVE THE BOTTOM OF THE 0.60 BMT BONDEK PROFILED STEELING DECKING 530UB82 SECONDARY BEAM FIXED TO PRIMARY BEAMS W/ PLATE & BOLT CONNECTION
D3 A109
RIGID GALVANIZED AIR DUCTING FIXED TO BONDEK STEEL DECKING VIA SUSPENSION CLIPS SINGLE-LAYER SPACE FRAME (250X150X16.0 RHS, 75.0X50X6.0 RHS, 400X300X16.0 RHS)
3MM CLR /10MM ARG GAS / 3MM CLR DOUBLE GLAZED WINDOW GLASS FIBER REINFORCED POLYMER (GFRP) KINETIC FACADE PANELING ATTACH TO SPACE FRAME CUSTOM HINGING ALUMINUM EXTRUSION WINDOW FRAME BOLTED TO SPACE FRAME
D2 D4
SINGLE-LAYER SPACE FRAME (250X150X16.0 RHS, 75.0X50X6.0 RHS, 400X300X16.0 RHS)
A110
250MM REINFORCED CONCRETE SLAB TO ENGINEERS SPECIFICATIONS
REINFORCED CONCRETE FOOTING TO ENGINEERS SPECIFICATIONS
10
Construction
11
WATER CLOSET TOILET HOT WATER PIPE DISTRIBUTED THROUGHOUT BUILDING DUE TO WATER HEATING SYSTEM
JOIST
Section 1-1
4
SUSPENDED CABLE CONNECTED TO TOPHAT SYSTEM
1 : 20
WATER DISTRIBUTED THROUGHOUT BUILDING BY WATER HEATER
STRUCTURAL SHS COLUMN 200X200MM 9MM THICK CONNECTED TO CONCRETE SLAB VIA BASE PLATE AND ROD CONNECTION
90MM R2.5 BATT INSULATION 360UB56.7 PRIMARY I BEAM BEARER 13MM THICK PLASTERBOARD SUSPENDED 259X172MM FIXED TO SHS VIA BOLTED CEILING WITH TOPHAT SYSTEM CLEAT CONNECTION. 230X110X76 BRICK VENEERED WALL (LIGHT BEIGE). 52 / 1000
100MM CHS CONCRETE FLOORING STRUCTURAL COLUMN 165X5MM POURED INTO STEEL DECKING SET INTO CONCRETE SLAB CONNECTED TO STRUCTURAL JOIST 105 / 1000 STRUCTURAL SHS COLUMN 200X200MM 9MM THICK CONNECTED TO CONCRETE SLAB VIA BASE PLATE AND ROD CONNECTION
EARTH
A
B
INCANDESCENT DOWNLIGHT SUPPLY DIFFUSER 600X600MM RECESSED 203MM 230V
4
M
T
1
G
H
I
120X35 LVL TREATED ROUND PRESS BEND BOTTOM PLATE BOLTED TOJOIN SLAB DUCT ANGLE MAIN COLD WATER SUPPLY FROM CITY WATER RESERVE FAN COIL AIR TERMINAL 150MM THICK CONCRETE WASTE WATER PIPE SLAB TO CEILING DUCTED CONNECTED TO ENGINEERS SPECIFICATION RUNNING FROM ELC RECTANGULAR DUCT TO SEWERAGE COMPACTED EARTH
J
K
7 2
100
EARTH
Section 1-1
4
1:5
100
First Floor CLWASTE WATER PIPE LEADING Ground Floor 6300 SEWERAGE OFF SITE TO MAIN 0 SEWERAGE DISPOSAL First Floor 3600Floor CL Ground 2700 GroundDIFFUSER Floor SUPPLY 0 600X600MM EMERGENCY FIRE SPRINKLER SYSTEM IN CEILING OF GROUND Section1 1: 20 AND FIRST FLOOR
230V
F
120X35 LVL TREATED STUD FRAME
6 2
SCENT DOWNLIGHT ED 203MM 230V
D E
STRUCTURAL SHS COLUMN 200X200MM 9MM THICK CONNECTED TO CONCRETE SLAB VIA BASE PLATE AND ROD CONNECTION STRUCTURAL SHS COLUMN 200X200MM 9MM THICK CONNECTED TO CONCRETE First Floor CL SLAB VIA BASE PLATE AND ROD CONNECTION 6300 90MM R2.5 BATT INSULATION 360UB56.7 PRIMARY I BEAM BEARER 100MM CONCRETE FLOORING 259X172MM FIXED TO SHS VIA BOLTED POURED INTO STEEL 13MMDECKING THICK PLASTERBOARD SUSPENDED CLEAT CONNECTION. CONNECTED TO STRUCTURAL CEILING WITHJOIST TOPHAT SYSTEM STRUCTURAL SHS COLUMN 200X200MM 52 / 1000 230X110X76 BRICK VENEERED SECONDARY FLOOR JOIST 9MM THICK CONNECTED TO125PFC CONCRETE (LIGHT 125X65MM FIXED WALL TO 360UB VIABEIGE). SLAB VIA BASE PLATE AND165X5MM ROD CONNECTION CHS STRUCTURAL COLUMN WELDED CONNECTION SET INTO CONCRETE SLAB 100MM CONCRETE FLOORING 5MM DARK BLUE CARPET First Floor POURED INTO STEEL DECKING 360UB56.7 PRIMARY I BEAM BEARER CONNECTED TO STRUCTURAL JOIST 3600 105 / 1000 259X172MM FIXED TO SHS VIA BOLTED 100MM CONCRETE FLOORING CLEAT CONNECTION. POURED INTO STEEL DECKING STRUCTURAL SHS COLUMN 200X200MM CONNECTED TO STRUCTURAL 9MM THICK CONNECTED TO CONCRETE 90MM R2.5 BATT INSULATION FLOORING JOIST SLAB VIA BASE PLATE AND ROD CONNECTION
Section 1-1 Slab Detail
150
2
C
6
5
STRUCTURAL SHS COLUMN 200X200MM 2 9MM THICK CONNECTED TO CONCRETE SLAB VIA BASE PLATE AND ROD CONNECTION
1 : 200
5 INCANDESCENT DOWNLIGHT SUPPLY DIFFUSER 600X600MM
RECESSED 203MM 230V
1 : 20 150MM THICK CONCRETE SLAB
TO ENGINEERS SPECIFICATION
DN
RECTANGULAR AIR DUCT
7
STUDENT NO.
1
LAVATORY VANITY SINK
WATER HEATER
ROUND FLEX DUCTING CONNECTING DUCT TO SUPPLY DIFFUSER
CTANGULAR DUCT
STRUCTURAL SHS COLUMN 200X200MM 9MM THICK CONNECTED TO CONCRETE SLAB VIA BASE PLATE AND ROD CONNECTION
100
SUPPLY DIFFUSER LIFT SHAFT 600X600MM
7 2
100MM CONCRETE FLOORING POURED INTO STEEL DECKING CONNECTED TO STRUCTURAL JOIST
125PFC SECONDARY FLOOR JOIST 125X65MM FIXED TO 360UB VIA WELDED CONNECTION
DN
360UB56.7 PRIMARY I BEAM BEARER
N
2
FIXED TO SHS VIA BOLTED Ground Floor /259X172MM CL services
1 : 200
CLEAT CONNECTION.
90MM R2.5 BATT INSULATION
5
Section 1-2 1 : 20
Section 1-2 Floor Connection Detail
13MM THICK PLASTERBOARD SUSPENDED CEILING WITH TOPHAT SYSTEM INCANDESCENT DOWNLIGHT RECESSED 203MM 230V
RECTANGULAR AIR DUCT
Jacob Graham
Mark 1
COMPACTED EARTH DRAWING NUMBER EARTH
M_Single-F 915 lush 2 Double-Flu 1730 sh 3 Sliding 4000 Door - 3 Panel (AUS) 4 Sliding 2150 Door - 2 Panel (AUS) 5 M_Single-F 762 lush 6 M_Single-F 762 lush 7 Curtain 1095 EARTH Wall Dbl Glass 8 Curtain 1109 Wall Dbl Glass 1106 9 Curtain Wall Dbl First Floor CLSection 1-1 Slab Detail Glass 63006 1:5
Height 2134
18
230X110X76 BRICK VENEERED WALL (LIGHT BEIGE).
2134
6
13MM THICK PLASTERBOARD NAILED TO 120X35 STUD FRAME
2143
18
120X35 LVL TREATED STUD FRAME 2700MM LENGTH
90MM R2.5 BATT INSULATION
2143
Width
5MM DARK BLUE CARPET
2032
150MM THICK CONCRETE SLAB TO ENGINEERS SPECIFICATION
11
2134
2 10 MM COLOURBOND CORRUGATED ROOF SHEET SCREWED TO ROOF STRUCTURE (GREY)
2600
1
2600
200X90 RECTANGULAR PFC STRUCTURAL ROOFING MEMBER CONNECTED TO SHS DAMP PROOF MEMBRANE COLUMN VIA WELDED CONNECTION
3525
COMPACTED EARTH 150MM STRUCTURAL SHS COLUMN 200X200MM 9MM THICK CONNECTED TO CONCRETE 1 SLAB VIA BASE PLATE AND ROD CONNECTION
1
90MM R2.5 BATT INSULATION
First Floor 3600
Services, Sections and Details 2 E:\Assignment 3C updated 2 (1).rvt
2
1
0
1
230X110X76 BRICK VENEERED SHS COLUMN 200X200MM WALL (LIGHTSTRUCTURAL BEIGE). 9MM THICK CONNECTED TO CONCRETE 100MM CONCRETE FLOORING SLAB VIA BASE PLATE AND ROD CONNECTION EARTH POURED INTO STEEL DECKING CONNECTED TO STRUCTURAL JOIST 5MM DARK BLUE CARPET
DATE:
7/06/2020 7:46:29 PM
STRUCTURAL SHS COLUMN 200X200MM CONCRETE FLOORING 9MM THICK CONNECTED TO 100MM CONCRETE POURED INTO STEEL DECKING SLAB VIA BASE PLATE AND ROD CONNECTION CONNECTED TO STRUCTURAL FLOORING JOIST 360UB56.7 PRIMARY I BEAM BEARER 259X172MM FIXED TO SHS VIA BOLTED CLEAT CONNECTION. STEEL DECKING SCREWED TO
SCALE: As indicated
2
3
4
1 : 20
Height
5
6
10MM AIRGAP
7
8
9
2134
18
1730
2134
6
4000
2143
18
2150
2143
762
2032
WATER DISTRIBUTED THROUGHOUT 11 BUILDING BY WATER HEATER
762
2134
2 AIR TERMINAL FAN COIL CEILING DUCTED CONNECTED TO RECTANGULAR DUCT
2600
4
HOT WATER PIPE DISTRIBUTED THROUGHOUT BUILDING DUE TO WATER HEATING SYSTEM
2
10 MM COLOURBOND CORRUGATED ROOF SHEET SCREWED TO ROOF INCANDESCENT DOWNLIGHT STRUCTURE (GREY) RECESSED 203MM 230V 200X90 RECTANGULAR PFC STRUCTURAL WALLMEMBER MOUNTED ROOFING CONNECTED TO SHS WATER COLUMN VIACLOSET WELDED CONNECTION TOILET
Ground Floor 0
7
1:5
4
EARTH
Section 1-1 1 : 20
Door Schedule
1
WATER HEATER
2
1109
2600
1
3
1106
3525
1 STRUCTURAL SHS COLUMN 200X200MM 9MM THICK CONNECTED TO CONCRETE
1:5
Section 1-2 Floor Connection Detail
Mark
1
Section 1-1 S
360UB56.7 PRIMARY I BEAM 150MM THICK CONCRETE SLAB TO ENGINEERS SPECIFICATION BEARER 259X172MM FIXED TO SHS VIA BOLTED CLEAT COMPACTED EARTH CONNECTION.
45 DEGREE 100X40MM RECTANGULAR PFC ROOF TRUSS MEMBER WELDED TO 200X90 PFC
100X150 VERTICAL BEAM WELDED TO ROOF STRUCTURE AND SHS STRUCTURAL COLUMN
100m
SUSPENDED CABLE CONNECTED TO TOPHAT SYSTEM
120X35 LVL TREATED STUD FRAME RIGHT ANGLE CLEAT CONNECTION FIXED 120X35 LVL TREATED BOTTOM PLATE WITH M16 HEX BOLTS BOLTED TO SLAB
6
Count
6
JOIST 120X35 LVL TIMBER TOP PLATE
SISALATION
915
1095
120X35 LVL TREATED BOTTOM PLATE BOLTED TO SLAB
4
Door Schedule Family
Count
13MM THICK PLASTERBOARD SUSPENDED CEILING WITH TOPHAT SYSTEM
Section 1-1
4
M_Single-F lush 2 Double-Flu sh 3 Sliding Door - 3 Panel (AUS) 4 Sliding Door - 2 Panel (AUS) 5 M_Single-F lush 6 M_Single-F lush 7 Curtain LAVATORY VANITY SINK Wall Dbl Glass 8 Curtain Wall Dbl ROUND FLEX Glass DUCTING CONNECTING DUCT TO 9 SUPPLY DIFFUSER Curtain Wall Dbl SUPPLY DIFFUSER Glass 600X600MM
FAN COIL AIR TERMINAL CEILING DUCTED CONNECTED TO RECTANGULAR DUCT
DRAWING TITLE
INCANDESCENT DOWNLIGHT RECESSED 203MM 230V
200X90 RECTANGULAR PFC STRUCTURAL ROOFING MEMBER CONNECTED TO SHS SUPPLY DIFFUSER 600X600MM1 : 5 COLUMN VIA WELDED CONNECTION EMERGENCY FIRE SPRINKLER SYSTEM ROUND FLEX DUCTING WALL MOUNTED IN CEILING OF WATER CLOSET GROUND AND FIRST TOILET 45 DEGREE 100X40MM RECTANGULAR FLOOR PFC ROOF TRUSS MEMBER WELDED TO HOT WATER PIPE DISTRIBUTED 200X90 PFC DN THROUGHOUT BUILDING DUE TO WATER HEATING SYSTEM WATER DISTRIBUTED THROUGHOUT 100X150 VERTICAL BEAM WELDED TOHEATER ROOF BUILDING BY WATER STRUCTURE AND SHS STRUCTURAL COLUMN
2
Assignment 3C
150
PROJECT TITLE
TRUCTION III 2020
SISALATION RIGHT ANGLE CLEAT CONNECTION FIXED 120X35 LVL TREATED STUD FRAME WITH M16 HEX BOLTS 6 MAIN 2 COLD WATER 120X35 LVL TREATED BOTTOM PLATE SUPPLY FROM CITY BOLTED TO SLAB Ground Floor WATER RESERVE 0 360UB56.7 PRIMARY I BEAM WASTE WATER PIPE BEARER 259X172MM FIXED TO RUNNING FROM ELC SHS VIA BOLTED CLEAT 150MM THICK CONCRETE SLAB TO TO SEWERAGE CONNECTION. ENGINEERS SPECIFICATION
WASTE WATER PIPE LEADING SEWERAGE OFF SITE TO MAIN SEWERAGE DISPOSAL
10 MM COLOURBOND CORRUGATED ROOF SHEET SCREWED TO ROOF STRUCTURE (GREY)
13MM THICK PLASTERBOARD SUSPENDED 360UB56.7 PRIMARY I BEAM BEARER STEEL DECKING SCREWED TO CEILING WITH TOPHAT SYSTEM 259X172MM FIXED TO SHS VIA BOLTED JOIST CLEAT CONNECTION. SUSPENDED CABLE 120X35 LVL TIMBER TOP PLATE CONNECTED TO TOPHAT SYSTEM 10MM AIRGAP
Section 1-2
Width
1
200X90 RECTANGULAR PFC STRUCTURAL DAMP PROOF MEMBRANE ROOFING MEMBER CONNECTED TO SHS COMPACTED EARTH 150MM COLUMN VIA WELDED CONNECTION
360UB56.7 PRIMARY I BEAM BEARER 259X172MM FIXED TO SHS VIA BOLTED CLEAT CONNECTION.
120X35 LVL TIMBER TOP PLATE 150MM THICK CONCRETE SLAB ELC EXTENT 10MM AIRGAP TO ENGINEERS SPECIFICATION SISALATION
100X150 VERTICAL BEAM WELDED TO ROOF STRUCTURE AND SHS STRUCTURAL COLUMN 10 MM COLOURBOND CORRUGATED ROOF SHEET SCREWED TO ROOF STRUCTURE (GREY)
Family
100
100
First Floor 3600
Door Schedule Mark
150
K
1:5
100
J
Section 1-2 Floor Connection Detail
7
120X35 LVL TREATED BOTTOM PLATE BOLTED TO SLAB 45 DEGREE 100X40MM RECTANGULAR 5MM DARK BLUE CARPET PFC ROOF TRUSS MEMBER WELDED TO 200X90 PFC 150MM THICK CONCRETE SLAB TO ENGINEERS SPECIFICATION
150
I
360UB56.7 PRIMARY I BEAM BEARER 259X172MM FIXED TO SHS VIA BOLTED CLEAT CONNECTION.
100
ROUND FLEX DUCTING CONNECTING DUCT TO SUPPLY DIFFUSER First Floor CL SUPPLY DIFFUSER 6300 600X600MM
H
120X35 LVL TREATED STUD FRAME 2700MM LENGTH 200X90 RECTANGULAR PFC STRUCTURAL ROOFING MEMBER CONNECTED TO SHS 90MM R2.5 BATT INSULATION COLUMN VIA WELDED CONNECTION
150
WATER HEATER 200X90 RECTANGULAR PFC STRUCTURAL ROOFING MEMBER CONNECTED TO SHS COLUMN VIA WELDED CONNECTION
100
10 MM COLOURBOND CORRUGATED FAN COIL AIR TERMINAL ROOF SHEET SCREWED TO ROOF CEILING DUCTED CONNECTED TO STRUCTURE (GREY) RECTANGULAR DUCT
LAVATORY VANITY SINK
RIGHT ANGLE CLEAT CONNECTION FIXED WITH M16 HEX BOLTS
230X110X76 BRICK VENEERED WALL (LIGHT10BEIGE). MM COLOURBOND CORRUGATED SHEET SCREWED TO ROOF 13MM THICKROOF PLASTERBOARD STRUCTURE (GREY) NAILED TO 120X35 STUD FRAME
4
Family M_Single-F lush Double-Flu sh Sliding Door - 3 Panel (AUS) Sliding Door - 2 Panel
Width 915
Height
Count
10 MM COLOURBOND CORRUGATED ROOF SHEET SCREWED TO ROOF 2134 18 STRUCTURE (GREY)
1730
2134
6
200X90 RECTANGULAR PFC STRUCTURAL ROOFING MEMBER CONNECTED TO SHS
4000COLUMN VIA 2143 18 WELDED CONNECTION
45 DEGREE 100X40MM RECTANGULAR
ROOF TRUSS MEMBER WELDED TO 2150PFC 2143 4 200X90 PFC
7
Section 1-2 F 1:5
12
Furniture Design
The two pieces of furniture were design and made by myself during my VCE Studies. The first piece of furniture is a sit in rocking chair in which the user can sit in and rock to their desired angle, however the chair can also be hung from a ceiling. The second piece is a corner coffee table which has 3 different sized shelfs. For these pieces I received the Product Design and Technology Dux Award for both my years of study.
13
jacobgraham.arch@gmail.com 0459 922 498 linkedin.com/in/jacob-graham-4669291b8
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