Architecture Work Portfolio - 2 years by Chue Li Heng Jonathan

architecture / interior

Hello.

LI HENG CHUE . J ONATHAN

+60481387790 chueliheng30@live.com chueliheng30@gmail.com issuu.com/Architectural Portfolio Chue Jonathan

BIOGRAPHY Li Heng Chue (Jonathan) is currently an experienced architecture graduate who has been always passionate about designing residential homes and industrial project. During his 2 years of working in the field has enable him to further explore his interest and set his direction in his future career. Li Heng Chue has accumulates significant experiences working on single residentials, townhouses, commercial and mixed-use projects and also developed a great eye to oversee and guide the workflow of projects. Li Heng Chue is a postgraduate from University of Adelaide, holding a Bachelor of Architectural Design and Master of Architectural Design . Born in Malaysia, on 30th September 1994, Li is raised in a family with drawing background and thus, had always been interested with anything that related to art and drawings until when he was turning 13, he got interested in architecture due to the approach that he was given. After finishing his high school, Li Heng Chue came to Adelaide to start his Foundation of Design Studies in Bradford College for a year which prepared him to University of Adelaide. After he graduated, Li Heng Chue also had the opportunities to gain work experiences working with architect firm and civil engineering firm. Architecture for Li has always been about the experiences and atmosphere that a space can provide to a visitor, that spatial quality that enhances one’s senses through the circulation and materials. In addition, Li had developed strong interest and skills in digital works and graphic design using Photoshop, Illustrator and rendering software.

EDUCATIONS

University of Adelaide - Master of Architectural Design (2015-2017) - Bachelor of Architectural Design (2013-2015) Bradford College - Foundation of Design Studies (2012)

SKILLS

ADOBE Photoshop Illustrator InDesign

EXPERIENCES

AUTODESK AutoCad Revit 3ds Max

OTHER Rhinoceros 3D Vray for Rhinoceros Vray for 3ds Max

HANSO ARCHITECTS (2018 - present) - Project managing - Design - Planning - Building Permit - Tender - Construction - Furniture design JPE (2016) - construction drawings - renders HASSELL (2015) - Adelaide, Australia - Model making and “work studio”

EXTRACURRICULUM

ACHIEVEMENTS

LEYOHAN - Malaysia - Self- learning 3d Max + Vray render - Design and modelling several apartments and housing Workshop Operator - Training students to do 3D print, 3D scan and laser- cutting - Responsible to conduct 3D print, 3D scan and laser-cutting jobs from students Superstudio (2015) - Nation state runner- up, State Runner- up Superstudio (2016) - State First place Lesley Lynn (2017) - Participants Creative Hub (2017) - Shortlisted

LANGUAGES

English Mandarin Malay

REFERENCE

Dr. Urs Bette Senior Lecturer University of Adelaide School of Architecture & Built Environment (08) 8313 4590 urs.bette@adelaide.edu.au

Cantonese Hakka

CONTENT

Completed Projects (selected) Restaurant - Panda Hotpot - 100 Victoria St, Melbourne, VIC Office - VIVO mobile office - 4.01 & 4.03 Lyonpark Road, Macquarie Park, NSW On-going Projects (selected) Residential - Townhouses - 54 Cassinia Avenue, Ashwood, VIC Mixed-Use Developement - 15 - 17 Heffernan Lane, Melbourne, VIC Postgraduate Architecture - Final Year Project - Cruiseship Terminal Genesis + Design Process Drawings + Renders Architecture - Boutique Hotel Design Architecture - Australian Embassy Design in India Undergraduate Architecture - Redevelopment of Union House Precinct - Architectural School Competitions SuperStudio 2015 SuperStudio 2016 Lesley Lynn 2017 Other completed projects: Bubble tea - Yi Fang Fruits Tea - Shop 3, 233A Toorak Rd, South Yarra, VIC - 205 Elizabeth St, Melbourne, VIC Retail - MIDEA appliances shop fitout - Tenancy 1093, LVL 1, Eastland SC, Ringwood Restaurant - Discovery Fusion BBQ Buffet - Tenancy F3, Burwood One SC.

PANDA HOTPOT 100 VICTORIA ST, CARLTON

This is the first Panda Hot Pot for Australia. It was established in Chengdu City, China in 2015, and has since expanded to Japan, Malaysia and the US. Stepping through giant wooden door, the interior design instantly channels the customers into ancient Chengdu, that strongly represent the craft of the origin of Hotpot and most importantly, the cultures and historyof China. It was fun and exciting project to personally manage throughout, especially working alongside with the interior design team from Chengdu. Collaborating with international team definitely adds the experiences and understands the differences in the working process as well as documentations. Despite long planning process working with town planner and the Council and localising the documentations, the outcome is no doubt worth the time.

EXISTING

NOW

GROUND FLOOR PLAN

FIRST FLOOR PLAN

MEZZANINE FLOOR PLAN

VIVO MOBILE OFFICE

4.01 & 4.03 LYONPARK ROAD, MACQUARIE PARK, NSW

VIVO is a quick uprising smartphone and technology company from China and has open its first ever store in NSW. Designing interstate project definitely adds the experience and understand the differences of the process. By understanding the clientâ&#x20AC;&#x2122;s requirements, we stick to simplicity and keep it minimalistic by integrating timber and aluminium composite panel materials . Timber used to

transform office spaces to connect to nature to discover a sensory feelings that allow the client to relax while waiting. Aluminium Composite Panel paired with recessed LED strip light exhibit a sense of contemporary and innovation.

03 54

CASSINIA HOUSE

54 CASSINIA AVE, ASHWOOD, VIC 54 Cassinia House offers a collection of two distinguished townhouses designed carefully with contemporary aspects and modern day comfort. Integration between timber, brick and concrete render finish allows these homes to sit cohesively on site without compromising the suburban characteristics.

HW H 65.90

PORCH

LOWER STORY HW H 65.95

CARPORT

GARAGE

P.O.S

2440

NHW H 62.85

7600 EX.DWELLING SETBACK

DASH DOT LINE DENOTES EXISTING EASEMENT

S 9 58.1

8 58.2

3 58.5

0 .05 59.0 59

59.5

TITLE BOUNDARY

60.0

PALINGS PALINGS 1.6M1.6M

3 60.2

60.5

0 6180

62000

0 6140

0 6150

PALINGS 1.6M

FOOTPATH (BITUMEN)

0 6160

1 58.7

NOT FENCED

1 61.7

NO. 54 SINGLE STORY BRICK HOUSE RIDGE RL. 66.20 UPPER EAVE RL. 66.20 LOWER EAVE RL. 62.65

1 58.9

3 58.6

SHED GRASSED SURFACE

TITLE BOUNDARY TITLE BOUNDARY

GRASSED SURFACE

3 58.6

PORCH

9 58.5 2 59.8

2 58.0

2 58.6

NOT FENCED

PORCH 8 58.7

0 58.5

4 57.7

7 58.9

P.O.S

D A05

W A10

4.7 m² TILES

WT2

P'DR

P'TRY

2.7 m²

2.1 m²

WT2

TILES

TIMBER FLOORING

D T03

WT2

KITCHEN

D A06

KITCHEN 24.3 m²

WT2

2.7 m²

COMMON

TIMBER FLOORING

D A07

WT3

WT2

3.4 m²

W A02

WT2 WT2

WIR

D A06

W A02

3.8 m² CARPET

3500

M.BEDROOM 1 16.1 m² CARPET

W A02

4600

WT5 WT2

WT2

D T03

LINES DENOTES FIRST FLOOR ABOVE

19 m² CARPET

D A02 FFL 59300

D T04

500

W A11

PROPOSED PERMEABLE CONCRETE DRIVEWAY

WT3

D T04

TH 2 DOUBLE GARAGE 33.1 m²

D A07

FFL 59000

CONCRETE

FFL 59000

PROPOSED PERMEABLE CONCRETE DRIVEWAY SWP

WT5

TITLE BOUNDARY

2.9 m² -

200

635

590

ELEC. SUPPLY METER BOX

PROPOSED RETAINER WALL WITH PALINGS 2.0M ABOVE

MIN. 500MM BOUNDARY SETBACK OF SEYMOUR TOPPINGS/ GRASSED SURFACE WITH STRAPPY LEAFY PLANTS.

61.4

SHED

WT5

WMT GMT DP

PALINGS 0.9M

HWU

RAMP UP 1:10 (10%)

3000

61.7

DP WT3

WT5 WT3

W A11

10 m² TIMBER

FFL 59250

1800

WT2

FFL 59000

TIMBER

WT2

TILES

ENTRY

3.9 m²

TILES

WD13

TIMBER FLOORING

D 4.2 m² A08TIMBER FLOORING

WT3

DECKING

LIVING 26.6 m²

P'TRY

3.9 m²

5.2 m²

PROPOSED RETAINER WALL WITH PALINGS 2.0M ABOVE

260

4590

190

2710

2130

195

260

WD14

12800

5615

140

7600

12540

260

1400 5000 REAR SETBACK 5000

12540

4500 LIVING

6520

TH2 GARAGE 12380

7600

180

M.BEDROOM 1

5760

2090 ENTRY

5605

TH1 GARAGE

D T04

WT3

D A06

D T04

L'DRY

ENS. 1

WT2

61.7

11.7 m²

W A02

FFL 59250

DINING TIMBER FLOORING

WT2

S.P.O.S

M.BEDROOM 1

W A02

TIMBER

W A02

TIMBER FLOORING

TILES

WT2

12.2 m²

3970

D T03

THE DEMOLITION AND REMOVAL OF THE EXISTING RESIDENCE, GARAGE AND ASSOCIATED RETAINING SWP WALLS, FOOTINGS, CONCRETE PAVING UNDERGROUND SERVICES INCLUDING STOPPING OFF ALL SERVICES.

W A12

10115

D A09

L'DRY

EXISTING TREE INCLUDING STUMPS TO BE REMOVED

SEWER INSPECTION SHAFT WT3 P.O.SDP PUBLIC OPEN SPACE IS

1190 995

2/10/2020 10:21:33 AM

TREE (TRUNK & SPREAD) DENOTES TREE TO BE RETAINED

SEWER VENT

FLOOR ABOVE

P'DR

D T04

5860 0

WT3

9.2 m² TIMBER

WT2

FIRE PLUG

WT2

DINING

FFL 59000

FIRE HYDRANT

FP2

15680

CONCRETE

GAS METER

WT2

FFL 59000

D T04

270

ADJACENT PROPERTY

11.9 m² TIMBER

WT3

5850 0

CONCRETE

D A02

WT2

D A06

33 m²

3975

KITCHEN DEMOLITION LEGEND

TELSTRA PIT

POWER POLE

TILES

4.8 m² CARPET

TH1 DOUBLE GARAGE

1245 110 P'TRY

TH2 GARAGE

5000

ENS. 1 D T03

FFL 58950

REAR SETBACK

250

5960

D T01

1200

EXISTING FOOTPATH 1 57.5

3350

9 57.5

VEHICLE CROSSING MIN. WIDTH 3000MM

1820 4145

VEHICLE CROSSOVER CONCRETE 9 57.1

WT7

1460 P'DR

PVP.S.M

W A10

WIR

ENTRY

WT4

BRICK AND TIMBER BATTEN FENCING

110

CLOTHESLINE UNKNOWN PIT

3645

0.9 m²

5 9 57.7 57.7

1 57.7

JUNCTION PIT

WT5

D T04

1705

1760

NATURE STRIP

10115 11935

FFL 59000

58800

3500

PORCH

WMT

0 40 58

260

FFL 58150

58200

M.BEDROOM 1

WD16

JP UNK

4.8 m²

WT3

110

WATER METER

TIMBER

LINES DENOTES FIRST FLOOR ABOVE

TBM

14.2 m²

GATE

LIGHT POLE

ELECTRICITY PIT

DECK W A06

WT3

1 57.4

W A06

21.7 m²

WATER VALVE

WATER TANK

5000

GRATED PIT T WD15 WATER TAP GAS VALVE GV PROPOSED RETAINER WALL WITH PALINGS 2.0M ABOVE SIDE ENTRY PIT

2.7 m²

CLOTHESLINE

6 5000

SEP

SEWER MANHOLE

SHED

WT4

TIMBER

2NON- HABITABLE WINDOW

FFL 58950

LIVING W A08

1600 L'DRY

S.P.O.S

3 WD15

5760

12380

5000

43280 54 CASSINIA HOUSES 8530

NO. DATE DESCRIPTION 2020/08/26 11870BUILDING PERMIT SUBMISSION

TENDER ISSUE

G F D

54 Cassinia Avenue, Ashwood VIC 3147

150

DRAWING NAME

394 - 396 BURKE ROAD CAMBERWELL VIC 3124

PROPOSED GROUND FLOOR PLAN

T 03 9939 3693 l www.hanso.com l ABN 71 624 791 171 l ACN 624 791 171 © copyright

DWG NO: WD06 Scale @ A2 Project No.

CLIENT PJY DEVELOPMENT 1 : 100 1014

Drawn by.

Check. by

4135

C 130

M.BEDROOM 2

2020/06/30 2020/05/16 2020/05/05 2700 2020/03/03

© COPYRIGHT TO ALL OR PART PLANS, DRAWINGS & SPECIFICATIONS. THE INFORMATION, IDEAS & CONCEPTS CONTAINED IN THIS DRAWING ARE CONFIDENTIAL. DISCLOSING SUCH INFORMATION, IDEAS & CONCEPTS BY THE RECIPIENT(S) TO ANY PERSON WITHOUT WRITTEN CONSENT OF THE COPYRIGHT HOLDER IS PROHIBITED. A PERSON USING HANSO ARCHITECTS DRAWINGS AND OTHER DATA ACCEPTS THE RISK OF: 1. USING THE DRAWINGS AND OTHER DATA IN ELECTRONIC FORM WITHOUT REQUESTING AND CHECKING THEM FOR ACCURACY AGAINST THE ORIGINAL HARD COPY VERSIONS. 2. USING THE DWGS OR OTHER DATA FOR ANY PURPOSE NOT AGREED TO IN WRITING BY HANSO ARCHITECTS.

CLH VC

C.O.S / REFER TO LAND SURVEYOR FEEDBACK GENERAL LEGENDS: IB CLH AFFL ABOVE FINISH FLOOR LEVEL JP7045 JUNCTION PIT

TP AMENDMENTS TP REVISED ACCORDING TO NOD REVISED PALINGS, SHADOW DIAGRAM, 4505 OVERLLOKING & DRIVEWAY SETBACK REVISED PLANNING DRAWING ROOM 1

CLH CLH CLH

BI-CAB C.O.S 250 EMT FCH FFL GMT HR HWU

CLH

RL TBC U1 U2 P.O.S PV S.P.O.S SWP WMT

BUILT IN-CABINET CHECK ON SITE ELECTRICAL METER FINISH CEILING HEIGHT FINISH FLOOR LEVEL GAS METER HANDRAIL HOT WATER UNIT

WALL TYPES LEGEND: (REFER TO WALL SCHEDULES FOR DETAILS) WT1

RELATIVE LEVEL TO BE CONFIRMED 1545 UNIT 1 UNIT 2 PUBLIC OPEN SPACE STEPPING STONE PAVERS SECLUDED PRIVATE OPEN SPACE STORMWATER PIT WATER METER

155

FRL 60/60/60 FIBRE CEMENT SHEET WALL: 9MM6000 THICK JAMES HARDIE FIBRE CEMENT SHEET FIXED TO 90MM TIMBER STUD FRAME ON 20MM BATTENS. RENDER FINISH.

BRICK VENEER WALL: 110MMENS.2 BRICK, 40MM CAVITY, 90MM STUD, 10MM WIR ROOM 1 PLASTERBOARD. (EXPANSION JOINT REFER TO ENGINEER'S 6105 110 3320 DRAWING.)

SIDE,OR CERAMIC TILES.

4030

150

TIMBER BATTEN WALL: 28MM SCREENWOOD PANELS - STANDARD SCREENWOOD PROFILES RED CEDAR 2 STAIR 3040-6 SERIES (WESTERN CLEAR) ON 35MM TOP HATS FIXED TO 90MM TIMBER STUDS.10MM PLASTERBOARD TO INTERNAL SURFACES WD15 DOUBLE BRICK WALL: 110MM BRICK, 40MM CAVITY AND 110MM BRICK.

WT5

PROPOSED PALINGS 0.9M

WT6

STUD WALL: 70MM 10MM PLASTERBOARD TO EACH 2465 110 STUD WITH2930

WT3 WT4

WD15

FIBRE CEMENT SHEET WALL: 9MM THICK JAMES HARDIE FIBRE 9835 CEMENT SHEET FIXED TO 90MM TIMBER STUD FRAME ON 20MM BATTENS. RENDER FINISH.

WT2

10/11/2020 3:06:12 PM

PROJECT TITLE

PROPOSED RETAINER WALL WITH PALINGS 2.0M ABOVE

TITLE BOUNDARY

W A10

WT1

2O FALL

WT1

PROPOSED PALING 1.8M

100 ROOM 1

DP WT1

C.O.S / REFER TO LAND SURVEYOR FEEDBACK

2O FALL

E TITLE BOUNDARY

1870 150 720

4035

155

STAIR

8530

0 7045

12540

54 CASSINIA HOUSES 54 Cassinia Avenue, Ashwood VIC 3147

DRAWING NAME

PROPOSED FIRST FLOOR PLAN

TENDER ISSUE

NO. DATE

2020_09_10 2020/08/26 2020/06/30 2020/05/16

DESCRIPTION

BP REVISED ACCORING TO CHECKLIST BUILDING PERMIT SUBMISSION TP AMENDMENTS TP REVISED ACCORDING TO NOD

CLH CLH CLH CLH

3570

150 4220

GENERAL LEGENDS: AFFL BI-CAB C.O.S EMT FCH FFL

7490

ABOVE FINISH FLOOR LEVEL BUILT IN-CABINET CHECK ON SITE ELECTRICAL METER FINISH CEILING HEIGHT FINISH FLOOR LEVEL

JP RL TBC U1 U2 P.O.S

6000

12380

I G F D

PROPOSED RETAINER WALL WITH PALINGS 2.0M ABOVE

150

9835

5760

PROJECT TITLE

1895 2045

11870

7600

PROPOSED RETAINER WALL WITH PALINGS 2.0M ABOVE

4020

JUNCTION PIT RELATIVE LEVEL TO BE CONFIRMED UNIT 1 UNIT 2 PUBLIC OPEN SPACE

5000

WALL TYPES LEGEND: (REFER TO WALL SCHEDULES FOR DETAILS) WT1 FIBRE CEMENT SHEET WALL: 9MM THICK JAMES HARDIE FIBRE WT6 CEMENT SHEET FIXED TO 90MM TIMBER STUD FRAME ON 20MM BATTENS. RENDER FINISH. WT2 STUD WALL: 70MM STUD WITH 10MM PLASTERBOARD TO EACH SIDE,OR CERAMIC TILES. WT3 BRICK VENEER WALL: 110MM BRICK, 40MM CAVITY, 90MM STUD, 10MM

FRL 60/60/60 FIBRE CEMENT SHEET WALL: 9MM THICK JAMES HARDIE FIBRE CEMENT SHEET FIXED TO 90MM TIMBER STUD FRAME ON 20MM BATTENS. RENDER FINISH.

06:19 PM

PALINGS 0.9M

394 - 396 BURKE ROAD CAMBERWELL

4220

VEHICLE CROSSOVER CONCRETE

TITLE BOUNDARY

WT1

W A09

17070

10115 WT1

13.7 m² CARPET

WT1

5960

W A01

ROOM 2

LINEN DP

BATHROOM 10420

2O FALL

BIR WT2

W A01

2O FALL

18.1 m² CARPET

WT2

PROPOSED PALING 1.8M

WT1

TILES

5960

WT1

TILES

FFL 62200

5.3 m²

D T04

FFL 62400

WT1

W A11

BATHROOM

ROOM 2

W A09

4.8 m²

WT1

2125

LINEN

WT1 BIR

BATHROOM

RUMPUS

WT2

1865

2390

D T03

WT2

CARPET

D T03

D T04 W A07

12990

2O FALL

21.6 m²

1855

WT2

RUMPUS W A03

WT2

130

CARPET

W A01

1810

12.3 m²

4420

100 1870

WT6

WT2

3745

ROOM 2

14.9 m²

W A01

WT1

WT2 D T04

215

WT2

15.8 m² CARPET

WT2

M.BEDROOM 2

CARPET

WT1

BATHROOM

D T04

1150

2460 1900

WT2

D T04

D T04 W A04

ROOM 1

D A06 W A01

2O FALL

4.4 m² CARPET

WT4

WT2

TILES

2O FALL

WT2

WIR

2O FALL

5.3 m²

BIR

D A06

WT1

4200

CARPET

150

D T03

ENS.2

D T03

W A01

WT2

4.6 m²

6430

13.3 m²

TILES

2O FALL

W A04

WIR CARPET

W A01

ROOM 1

4.6 m²

14.5 m²

110 1975

BIR

ENS. 2

WT2

M.BEDROOM 2

WT1

W A10

110

3170

W A05

WT1

2390

WD16

EXISTING FOOTPATH

4080

150 3500

3 WD15

WT1

W A07

M.BEDROOM 2 1600 130 1780

WT2 W A10

170

WT1

10115

WD16

2O FALL

1310

WT1

STAIR

NATURE STRIP

2430

BRICK AND TIMBER BATTEN FENCING

995

A 995

BRICK AND TIMBER BATTEN FENCING

500

Check. by

SWP

HWU

110

ENS. 1

HABITABLE WD14 WINDOW

NHW H 108.30 S 106.30

TITLE BOUNDARY

12130 3000

HW H 108.30 S 106.30

CLH CLH

1014

260

SITE PLAN LEGEND

BUILDING PERMIT SUBMISSION TP PRE-APP SUBMISSION

WT4

WD13

5765 TH1 GARAGE

GATE

BRICK AND TIMBER BATTEN FENCING

995

170 7895

LIVING

3 58.0

Project No.

30680

WD15

AND CHECKING THEM FOR ACCURACY AGAINST THE ORIGINAL HARD COPY VERSIONS. 2. USING THE DWGS OR OTHER DATA FOR ANY PURPOSE NOT AGREED TO IN WRITING BY HANSO ARCHITECTS.

NO. 2/56 DOUBLE STORY RENDERED BRICK HOUSE 12380 UPPER EAVE RL. 66.35 LOWER EAVE RL. 63.30

4 5760

DESCRIPTION

2020/08/26 2020/02/24

EXISTING SITE PLAN & DEMOLITION PLAN PROPOSED PALINGS 0.9M DWG NO: CLIENT © COPYRIGHT TO ALL OR PART PLANS, DRAWINGS & SPECIFICATIONS. THE INFORMATION, IDEAS & CONCEPTS CONTAINED IN THIS DRAWING ARE CONFIDENTIAL. DISCLOSING SUCH INFORMATION, IDEAS & CONCEPTS BY THE RECIPIENT(S) TO ANY PERSON WITHOUT WD03 PJY DEVELOPMENT WRITTEN CONSENT OF THE COPYRIGHT HOLDER IS PROHIBITED. IS PV DRAWINGS AND OTHER DATA ACCEPTS THE RISK OF: A PERSON USING HANSO ARCHITECTS WT4 FORM WITHOUT REQUESTING GMT 1. USING THE DRAWINGS AND OTHER DATA IN ELECTRONIC DP Scale @ A2 As indicated Drawn by. CLH 58800

WD16

586 00

3000

G A

P'DR

DRAWING NAME

DRIVEWAY

STAIR NO. DATE

2220

TENDER ISSUE

54 Cassinia Avenue, Ashwood VIC 3147

P.O.S

270

54 CASSINIA HOUSES

DINING & KITCHEN 4835

4750

HW H 61.65

HW1 H 64.60

7035

LIVING

2290

HW H 62.95

61.5

PROPOSED PALING 1.8M

4405

165

PALINGS 1.9M

TITLE BOUNDARY

1095

PROPOSED PALING 1.8M

FRONT SETBACK

61.0

WATER TANK

HW1 H 64.70

HW H 61.15

110

PORCH

7600

HW H 61.65

NO. 1/56 DOUBLE STORY RENDERED BRICK HOUSE 12540 RIDGE RL. 66.35 UPPER EAVE RL. 65.00 LOWER EAVE RL. 61.95

60.5

110

FOOTPATH (BITUMEN)

59.3 FL

PROJECT TITLE

T 03 9939 3693 l www.hanso.com l ABN 71 624 2 791 171 l ACN 624.8791 171 © copyright

LOWER STORY

HW1 H 64.60

7600

9 58.1

60.0

PALINGS 1.9M

HW H 61.70

HW1 H 64.70

6000

TITLE BOUNDARY

HW H 61.65

HW H 61.75

P.O.S

0 60.2

4440

HW H 61.40

7450

59.5

1205

HW1 H 64.60

HW H 61.75

NATURE STRIP

7 59.4

59.0

1675

7575

58.5

PALINGS 1.0M

1600

3 58.2

1 57.5

8 61.4

SHED

3 58.5

6 58.5

6 58.1

394 - 396 BURKE ROAD CAMBERWELL VIC 3124

GARAGE

0 59.6

GRAVEL DRIVEWAY

5 58.2

0 58.2

5 59.0

Group#1

9 57.5

9 57.1

8 58.9

1050

VEHICLE CROSSOVER CONCRETE

8 58.8

5 58.7

6 58.2

9 57.7

Group#1

5 57.7

0 61.1

PALINGS 1.6M

2 57.9

1 57.7

9 60.8

2 60.2

5 57.8

645

1 61.7

1 58.7

1 57.4

1810

3 58.0

P'TRY

NATURE STRIP

61.5

0 6100

CASSINIA AVENUE

0 6120

9 60.5

0 6060

0 6050

0 6040

0 6020

60000

59800

59600

59400

59500

59200

0 5900

58800

0 5860

58500 58400

61.0

0 6080

2 57.8

CASSINIA AVENUE

HW H 65.90

PALINGS 0.9M

110 1130

VEHICLE CROSSOVER CONCRETE

4350

NATURE STRIP

FOOTPATH (BITUMEN)

NO. 52 DOUBLE STORY BRICK HOUSE & WEATHERBOARD RIDGE RL. 68.00 UPPER STORY EAVE RL. 66.00

A A

ROOF TRUSSES TO MANUFACTURER'S DETAILS.

RFC2

ROOF PITCHED @15o

RFC2

FIRST FLOOR CEILING LEVEL

150

800

MIN.

1 : 100

1100

CPG/PP

C/PB

WT3

ENTRY

D A02

280

BLOCKWORK RETAINER WALL MAX. 1800MM TALL REFER TO STRUCTURAL ENGINEER'S SPEC.

DRIVEWAY 57750.00

COMMON WT2

DECKING ON GROUND: DECKING ON JOISTS SUPPORTED BY STUMP FOTTINGS IN GROUND TO STRUCTURAL ENGINEER'S SPECIFICATION. GROUND TO BE SLOPED AWAY FROM BUILDING TOWARDS AG PIPES. BUILDER TO INSTALL WATERPROOF MEMBRANE TO COMPACTED SAND BELOW DECKING. FRAMING TIMBERS TO BE TERMITE RESISTANT AND PRESERVATIVE TREATED TO H4 OR HIGHER. DECKING BOARDS TO BE TERMITE RESISTANT ABOVE GROUND NATURAL DURABILITY CLASS 1 OR 2 AND PRESERVATIVE TREATED TO H3 OR BETTER. DECKING BOARDS TO HAVE MIN 6MM SPACING BETWEEN BOARDS

Section 1

P'TRY

TH2 GROUND FLOOR LEVEL

59300.00

WD17 REINFORCED CONCRETE FOOTINGS AND SLABS REFER TO ENGINEER'S DESIGN & DETAILS.

C/PB

WT3

GROUND FLOOR LEVEL

59000.00

GU/B

RFC1

WT2

C/PB DP

WT3

ROOF TRUSSES REFER TO MANUFACTURER'S SPECIFICATIONS.

WT1

RWH

62000.00

WL1

W A06

SOF/CS

D T04

RUMPUS

WD17

GARAGE 2 D T04

D T04

3000

W A06

D T03

3000

D A02

ENS.2

RFC1 CPG/PP

WT5

150

D T01

WT2

D T04

2400

DINING

D A06

61700.00

SOF/T

TH2 GROUND CEILING LEVEL

C/PB

WT2

ROOF TRUSSES ACCOMODATING BOX GUTTER REFER TO MANUFACTURER'S DETAILS.

62500.00

2700

WIR

WL1

2400

ENS.1

WT3

290

800

WL1

2400

WT2

C/PB

62200.00 GROUND CEILING LEVEL

500

RWH

WD17

TH2 FIRST FLOOR LEVEL

C/PB

SOF/CS

FIRST FLOOR LEVEL

WT1

2700

ENS.2

D A06

2700

C/PB

WT2

WIR

W A04

65200.00

SOF/CS

500

2400

D T03

TH2 CEILING LEVEL

64900.00

C/PB WT2

RUMPUS

BATHROOM

WT1 GU/B CPG/PP

C/PB

WT2

C/PB

2700

W A10

2700

SOF/CS

Section 2 1 : 100

1 WD18

R2.5 BATT INSULATION TO ALL GARAGES, BATHROOMS AND LAUNDRY INTERNAL WALLS.

RFC2

PROPOSED ROOF PLAN FIRST FLOOR 65400.00 CEILING LEVEL

TH2 CEILING LEVEL

C/PB

SOF/CS

C/PB

2700

M.BEDROOM 2

WIR

WT1

W A07

SOF/CS WT1

ROOM 1

FL/C

RUMPUS

WT2

D/T01

DINING

D A02

KITCHEN

2485

WT5 LIVING

D T01

2300

325 2150

2700

RFC1 GU/B

CPG/PP

FIRST FLOOR LEVEL GROUND 62200.00 CEILING LEVEL

WT3

C/PB

61700.00

C/PB

SOF/CS WT4

2500

BATHROOM WT1

C/PB

TH2 GROUND FLOOR LEVEL

64900.00

SOF/CS

500

RFC1

WT2

M.BEDROOM 2

D A06

RFC1 GU/B CPG/PP FL/C

C/PB

1000

500

CAP/PP

62000.00

WT6 GARAGE ROOF RAFTER/TRUSSES REFER TO MANUFACTURER'S SPECIFICATION.

C/PB

WT7

C/PB GARAGE 1

KITCHEN & DINING

M.BEDROOM 1

D A06

D A02

PROPOSED BLOCKWORK RETAINER WALL REFER TO ENGINEER'S DETAILS

GROUND FLOOR LEVEL

150

59300.00

2700

TH2 FIRST FLOOR LEVEL TH2 GROUND CEILING62500.00 LEVEL

WT2

D T03

C/PB

SOF/CS

C/PB DP

WT4

2700

WT2

2700

65200.00

59000.00

DRIVEWAY

WD18

57750.00

Section 3

1 : 100

NO. DATE

TENDER ISSUE

I G

54 Cassinia Avenue, Ashwood VIC 3147

DRAWING NAME

WT1

SECTIONS

T 03 9939 3693 l www.hanso.com l ABN 71 624 791 171 l ACN 624 791 171 © copyright

DWG NO: WD15 Scale @ A2 Project No.

DESCRIPTION

BP REVISED ACCORING TO CHECKLIST BUILDING PERMIT SUBMISSION

CLIENT PJY DEVELOPMENT 1 : 100 1014

Drawn by. Check. by

CLH RP

FIRST FLOOR LEVEL

HANSO ARCHITECTS. TIMBER PACKER

62200.00

CLH CLH

NOTES: 1. DIMENSIONS TO WALL STUDS/STRUCTURAL ELEMENTS/LIGHT WEIGHT CLADDING ONLY. 2. DRAWINGS TO BE READ IN CONJUNCTION WITH STRUCTURAL ENGINEERS & ALL OTHER RELEVANT CONSULTANTS DRAWINGS 3. DO NOT SCALE DRAWINGS. BUILDING CONTRACTORS SHALL VERIFY DIMENSIONS ON SITE BEFORE COMMENCEMENT OF ANY CONSTRUCTION. REPORT ANY DISCREPANCIES TO BUILDING DESIGNER BEFORE COMMENCEMENT OF WORK 4. CONTRACTOR MUST VERIFY AND CONFIRM FLOOR LEVELS PRIOR TO COMMENCING WORK 5. STRUCTURAL/CIVIL ELEMENTS AND LOCATIONS INDICATIVE ONLY. REFER TO STRUCTURAL/CIVIL ENGINEER'S DOCUMENTATION FOR LOCATION/DETAILS 6. REFER TO FLOOR PLANS FOR WINDOW AND DOOR SCHEDULES 7. ALL EXTERNAL HARD SURFACES ARE TO GRADE AWAY FROM BUILDING OVER MIN 50MM OVER THE FIRST METER 8. ROOF PLUMBER IS RESPONSIBLE FOR DESIGN, CONSTRUCTION AND CERTIFIACTION OF ROOF DRAINAGE.

GENERAL LEGENDS: AFFL ABOVE FINISH FLOOR LEVEL BULKHEAD BH CPG/PP CAPPING, PARAPET. FOLDED METAL SHEET, COLOURBOND FINISH CEILING, PLASTERBOARD C/PB DOWNPIPE DP FINISH CEILING HEIGHT FCH FINISH FLOOR LEVEL FFL FLASHING, COLOURBOND FL/C GU/B BOX GUTTER, ZINCALUME STEEL MIN.150 DEEP. SET TO FALL TO GUTTERS AND RAINWATER HEADS.

WALL TYPES LEGEND: (REFER TO WALL SCHEDULES FOR DETAILS) WT1 FIBRE CEMENT SHEET WALL: 9MM THICK JAMES HARDIE FIBRE WT6 ROOF CLADDING AT 2oMIN. PITCH. LYASAGHT CEMENT SHEET FIXED TO 90MM TIMBER STUD FRAME ON 20MM CUSTOM ORB CONFORMING TO AS 1397-G550BATTENS. RENDER FINISH. AZ150. WT2 STUD WALL: 70MM STUD WITH 10MM PLASTERBOARD TO EACH ROOF CLADDING AT 15o PITCH. LYASAGHT SIDE,OR CERAMIC TILES. CUSTOM ORB CONFORMING TO AS 1397-G550WT3 BRICK VENEER WALL: 110MM BRICK, 40MM CAVITY, 90MM STUD, 10MM AZ150. PLASTERBOARD. (EXPANSION JOINT REFER TO ENGINEER'S RWH RAINWATER HEAD DRAWING.) SOF/CS SOFFIT, HARDIEFLEX FIRE RATED FIBRECOLOURBOND RFC2, WT4 ROOFING TIMBER BATTEN WALL: 28MM SCREENWOOD PANELS - STANDARD CEMENT SHEET. SCREENWOOD PROFILES 3040-6 SERIES (WESTERN RED CEDAR SOF/T SOFFIT, TIMBER CLADDING. PREFINISHED CLEAR) ON 35MM TOP HATS FIXED TO 90MM TIMBER STUDS.10MM HARDWOOD FIXED DIRECTLY TO BATTENS. RAFTER/ ROOF WT5 TRUSSPLASTERBOARD REFER TO TO INTERNAL SURFACES AUSTRALIAN TIMBER CEILINGS "CEDAR" SATIN DOUBLE BRICK WALL: 110MM BRICK, 40MM CAVITY AND 110MM BRICK. FINISH MANUFACTURER'S DETAILS. RFC1

ROOF BATTEN

90X45 MGP10 TIMBER STUD

FRAMING MEMBER (FLOOR BEAR) REFER TO STRUCTURAL ENGINEER'S SPECIFICATION

1075

59000.00

61700.00 FIRST FLOOR LEVEL

CEILING, PLASTERBOARD ON CEILING BATTEN FIXED TO POSI STRUT

62200.00

SECTION DETAIL

COMPACTED SOIL BACKFILL REFER TO STRUCTURAL ENGINEER'S DETAILS

300

ZINCALUME BOX GUTTER, MIN DEPTH 150MM X 300MM WIDTH ON SPANDEK GUTTER SUPPORT OR SIMILAR. MIN FALL 1:100 TOWARDS DOWNPIPE PRESSED METAL COLOURBOND PARAPET CAPPING

FIBRE CEMENT SHEET SOFFIT

GROUND FLOOR LEVEL W A08

59000.00 METAL FLASHING WITH DRIP PROTECTIVE COVERING

SECTION DETAIL

700

WT4

150

GROUND CEILING LEVEL

61700.00

CEILING, PLASTERBOARD ON CEILING BATTEN FIXED TO POSI STRUT PARALLEL FLANGE CHANNEL ALUBASE SHADOWLINE SKIRTING. LINTEL REFER TO STRUCTURAL ENGINEER'S SPECIFICATIONS. SILL SEALER OR TERMITE PROTECTION UNDERNEATH BOTTOM PLATE REFER TO BUILDER.

1 : 20

MIN. 550

1 : 20

FIBRE CEMENT SHEET SOFFIT

W A08

10 40

STUMP FOOTING DETAILS REFER TO STRUCTURAL ENGINEER'S DRAWING

WT4

500

300

2700

400

MOISTURE BARRIER

POSI STRUT

PARALLEL FLANGE CHANNEL LINTEL REFER TO STRUCTURAL ENGINEER'S SPECIFICATIONS.

GROUND CEILING LEVEL

FIBRE CEMENT SHEET ON CAVITY TRIM AND FIX ON 90MM STUD WALL. RENDER FINISH

50MM THICK SAND BED

SLAB EDGE DETAILS REFER TO STRUCTURAL ENGINEER'S DRAWINGS.

FIRST FLOOR LEVEL

62200.00

ZINCALUME BOX GUTTER, MIN DEPTH 150MM X 300MM WIDTH ON SPANDEK GUTTER SUPPORT OR SIMILAR. MIN FALL 1:100 TOWARDS DOWNPIPE

WD18

MIN.

150

2700

R2.5 BATT INSULATION (EXCL. GARAGE) + FOIL IN ALL EXTERNAL WALLS OF UNIT 1 AS PER ESD REPORT.

COMPACTED SOIL BACKFILL REFER TO STRUCTURAL ENGINEER'S DETAILS

150

ROOFING.

WD18

GROUND FLOOR LEVEL

800

550MIN.

700

SLAB EDGE DETAILS REFER TO STRUCTURAL ENGINEER'S DRAWINGS.

FIBRE CEMENT SHEET ON CAVITY TRIM AND FIX ON 90MM STUD WALL. RENDER FINISH

59000.00

SLAB

150

STUMP FOOTING DETAILS REFER TO STRUCTURAL ENGINEER'S DRAWING

W A05

GROUND FLOOR LEVEL

MIN.

MOISTURE BARRIER

ZINCALUME BOX GUTTER, MIN DEPTH 150MM X 300MM WIDTH ON SPANDEK GUTTER SUPPORT OR SIMILAR. MIN FALL 1:100 TOWARDS DOWNPIPE

500

50 50MM THICK SAND BED

800

700

550MIN.

150

FRAMING MEMBER ( FLOOR BEAR) REFER TO STRUCTURAL ENGINEER'S SPECIFICATION

CEILING , PLASTERBOARD

DECKING ON GROUND: DECKING ON JOISTS SUPPORTED BY STUMP FOOTING IN GROUND TO STRUCTURAL ENGINEER'S SPECIFICATION. GROUND TO BE SLOPED AWAY FROM BUILDING TOWARDS AG PIPES. BUILDER TO INSTALL WATERPROOF MEMBRANE TO COMPACTED SAND BELOW DECKING. FRAMING TIMBERS TO BE TERMITE RESISTANT AND PRESERVATIVE TREATED TO H4 OR HIGHER. DECKING BOARDS TO BE TERMITE RESISTANT ABOVE GROUND NATURAL DURABILITY CLASS 1 OR 2 AND PRESERVATIVE TREATED TO H3 OR BETTER. DECKING BOARDS TO HAVE MIN 6MM SPACING BETWEEN BOARDS

MIN.

SLAB

150

D A02

THICK METAL PLATE

400

BOARD

FIRE RATED HARDIEFLEX

R2.5 BATT INSULATION (EXCL. FIBRE CEMENT SHEET SOFFIT GARAGE) + FOILINSTALLED IN ALL AS PER SPECS. EXTERNAL WALLS OF UNIT 1 AS PER ESD REPORT.

POSI STRUT

WT3

FASCIA BOARD, COLOURBOND

WT1

2410

1075

( FLOOR BEAR) URAL FICATION

00MM POSI STRUT REFER TO STRUCTURAL ENGINEER'S SPECIFICATION

A05

LINTEL STRUCTURE REFER TO STRUCTURAL ENGINEER'S SPECIFICATION.

DECKING ON GROUND: DECKING ON JOISTS SUPPORTED BY STUMP FOOTING IN GROUND TO STRUCTURAL ENGINEER'S SPECIFICATION. GROUND TO BE SLOPED AWAY FROM BUILDING TOWARDS AG PIPES. BUILDER TO INSTALL WATERPROOF MEMBRANE FLASHING AT TO FACADE/SOFFIT COMPACTED SAND BELOW DECKING. FRAMING TIMBERS TO BE TERMITE JUNCTION. RESISTANT AND PRESERVATIVE TREATED TO H4 OR HIGHER. DECKING BOARDS TO BE TERMITE RESISTANT ABOVE GROUND TIMBER BATTEN SOFFIT:28MM NATURAL DURABILITY CLASS 1 OR 2 AND SCREENWOOD PANELS - STANDARD PRESERVATIVE TREATED TO H3 OR SCREENWOOD PROFILES 3040-6 BETTER. DECKING BOARDS TO HAVE MIN SERIES INSTALLED AS PER SPECS 6MM SPACING BETWEEN BOARDS

A02

FIRST FLOOR CEILING LEVEL

64900.00

COLOURBOND EAVES GUTTER TO CONFIRM BY BUILDER. FINISH TO MATCH THE BACKGROUND/ CHARCOAL BLACK.

CEILING, PLASTERBOARD FIXED TO CEILINGWBATTEN

10 40

10MM THICK PLATE

ENGINEER'S SPECIFICATION.

SARKING THICK METAL PLATE

790

FRAMING MEMBER (FLOOR BEAR) REFER TO STRUCTURAL ENGINEER'S SPECIFICATION TIMBER BATTEN SOFFIT:28MM SCREENWOOD PANELS - STANDARD SCREENWOOD PROFILES400MM 3040-6POSI STRUT REFER SERIES INSTALLED AS PER TOSPECS MANUFACTURER'S DETAILS.

3200

PARALLEL FLANGE CHANNEL LINTEL REFER TO STRUCTURAL ENGINEER'S D DETAILS.

ROOF BATTEN

FIRE RATED HARDIEFLEX FIBRE CEMENT SHEET SOFFIT 2 OFF FRAMING ANCHORS. TRUSS TIE INSTALLED AS PERDOWN SPECS. DETAIL REFER TO STRUCTURAL

3200

FLASHING AT FACADE/SOFFIT JUNCTION.

CEILING, PLASTERBOARD

0 x 45MM MGP10 TIMBER STUD FICATION

WT1

90X45 MGP10 TIMBER STUD

R2.5 BATT INSULATION INSTALLED BETWEEN ALL POSI STRUTS/ FLOOR JOIST IN UNIT 1 AS PER ESD REPORT.WT3

TIMBER PACKER REFER

LINTEL STRUCTURE REFER TO STRUCTURAL ENGINEER'S SPECIFICATION.

62200.00

2410

10MM THICK PLATE

90 x 45MM MGP10 TIMBER STUD

FIRST FLOOR LEVEL

TIMBER PACKER

MIN.

MBER STUD

64900.00

COLOURBOND EAVES GUTTER TO CONFIRM BY BUILDER. FINISH TO MATCH THE RFC2, COLOURBOND ROOFING BACKGROUND/ CHARCOAL BLACK. RAFTER/ ROOF TRUSS REFER TO MANUFACTURER'S DETAILS. FASCIA BOARD, COLOURBOND

CEILING, PLASTERBOARD FIXED TO CEILING BATTEN

400MM POSI STRUT REFER TO MANUFACTURER'S DETAILS.

PARALLEL FLANGE CHANNEL LINTEL REFER TO STRUCTURAL ENGINEER'S DETAILS.

FIRST FLOOR CEILING LEVEL

SARKING

WT1

CEILING, PLASTERBOARD

TIMBER STUD

2 OFF FRAMING ANCHORS. TRUSS TIE DOWN DETAIL REFER TO STRUCTURAL ENGINEER'S SPECIFICATION.

790

R2.5 BATT INSULATION INSTALLED BETWEEN ALL POSI STRUTS/ FLOOR JOIST IN UNIT 1 AS PER ESD REPORT.

FRL 60/60/60 FIBRE CEMENT SHEET WALL: 9 FIBRE CEMENT SHEET FIXED TO 90MM TIMB BATTENS. RENDER FINISH.

RFC2

2700

394 - 396 BURKE ROAD CAMBERWELL VIC 3124

2020_09_10 2020/08/26

2700

54 CASSINIA HOUSES

THICK RIGID INSULATION 50MM THICK SAND ALUBASE SHADOWLINE SKIRTING.

SILL SEALER OR TERMITE PROTECTION UNDERNEATH BOTTOM PLATE REFER TO BUILDER.

PRESSED METAL COLOURBOND PARAPET CAPPING

ROOF TRUSSES ACCOMODATING BOX GUTTER REFER TO MANUFACTURER'S SPECIFICATION.

WT5

59000.00 METAL FLASHING WITH DRIP SLAB EDGE DETAILS REFER TO STRUCTURAL ENGINEER'S DRAWING PROTECTIVE COVERING

MIN. 550

CEILING, PLSATERBOARD TO CEILING BATTEN FIX ON ROOF TRUSSES.

700

CTURAL BEAM REFER TO RUCTURAL ENGINEER'S SPECFICATION.

GROUND FLOOR LEVEL

MOISTURE MEMBRANE

150

ZINCALUME BOX GUTTER, MIN DEPTH 150MM X 300MM WIDTH ON SPANDEK GUTTER SUPPORT OR SIMILAR. MIN FALL 1:100 TOWARDS DOWNPIPE

RF1, COOURBOND ROOFING.

THICK RIGID INSULATION 50MM THICK SAND

150

DRIVEWAY

300

57750.00

MOISTURE MEMBRANE

STRUCTURAL BEAM REFER TO STRUCTURAL ENGINEER'S SPECFICATION.

CEILING, PLSATERBOARD TO CEILING BATTEN FIX ON ROOF TRUSSES.

ROOF TRUSSES ACCOMODATING BOX GUTTER REFER TO MANUFACTURER'S SPECIFICATION.

SECTION DETAIL

SLAB EDGE DETAILS REFER TO STRUCTURAL ENGINEER'S DRAWING

1 : 20

WT5

DRIVEWAY

150

300

57750.00

10/11/2020 3:06:35 PM

PROJECT TITLE

VERTICAL SUNSHADE PERFORATION FINS PROPOSED SUNSHADE FINS DESIGN DERIVES FROM THE INTERPRETATION AND INTEGRATION OF THE HISTORICAL CONTEXT OF BRICK CHARACTER BUILDING AND THE SURROUNDING SITE CHARACTERISTICS,WHICH IS THE CHINATOWN.

450

THESE IDEAS ARE INTERPRETED INTO A BRICK-LIKE PATTERN WHICH BECOME THE PERFORATION OF THE FINS. FROM OUTSIDE VISUALLY, THEY RESEMBLES THE CHINESE PARTITION/ SCREENS THAT FITS PERFECTLY IN CHINATOWN. FROM THE INSIDE, BRICKLIKE PERFORATION SHADOWS ARE CAST ONTO WALL AND FLOOR TO REMINDS US THE HISTORY OF THIS BUILDING.

450

7400

394 - 396 BURKE ROAD CAMBERWELL VIC 3124

3D - SHADOW STUDY

HEFFERNAN LANE PROJECT TITLE

NO. DATE

DESCRIPTION

15 - 17 HEFFERNAN LANE, MELBOURNE MIXED-USE BUILDING

BUILDING PERMIT

15-21 HEFFERNAN LANE, MELBOURNE

3D - SHADOW STUDY

DRAWING NAME

SUNSHADE FINS DESIGN

T 03 9939 3693 l www.hanso.com l ABN 71 624 791 171 l ACN 624 791 171 © copyright

DWG NO: A405

Scale @ A2 Project No.

CLIENT HE SHENG GROUP

1 : 50 1050

Drawn by.

CLH VC

15 Heffernan Lane is a redevelopment Proposed sunshade fins design derives project by refurbishing an existing 2 storey from the interpretation and integrationof building and proposed additional 2 storey on the historical context of brick character BUILDING PERMIT building & the surrounding site top, becoming a mix-used building. characteristic, Chinatown. Due to the site’s planning sheme, overlayed zones and other complications, a planning These ideas are interpreted into a brick permit is finally approved after one year of like pattern which becomes the perforation fo the fins. From outside, the fins visually efforts and is now onto the next stage. resembles the chinese partition/ screens. From the inside, brick-like perforation shadowsare cast onto wall and floor to reminds us the history of the building. Check. by

PROJECT TITLE

NO. DATE

MIXED-USE BUILDING

15-21 HEFFERNAN LANE, MELBOURNE

394 - 396 BURKE ROAD CAMBERWELL VIC 3124

T 03 9939 3693 l www.hanso.com l ABN 71 624 791 171 l ACN 624 791 171 © copyright

DRAWING NAME

SUNSHADE FINS DESIGN

DWG NO: A405

Scale @ A2 Project No.

CLIENT HE SHENG GROUP

1 : 50 1050

Drawn by. Check. by

CLH VC

DESCRIPTION

MIXED-USE DEVELOPMENT

1950

5000

TOTAL GROUND FLOOR AREA: APPROX 275.8SQM

11570

18515 400 160

2495

110

MALE TOILET 2795

FEMALE 1630

300

COS 5865

3585

CHANGE ROOM 1550 110 1985

DISABLED 2565

255

BIN

160

110 255

LIFT SHAFT

5180

160400

11010 985 110

SERVICES

A301 2

160 400

6310

EX .C OL

500

EX .C OL

3355

5205

1140

130.7 m² 7825

FFL 16.51

FIRE SHAFT

WT2

255

SERVICES 3.4 m²

FFL 16.51

7x VERTICAL BICYCLE PARKING SPACES

UP UP

13.9 m² RL 16.75

1100L WASTE BIN

955

BIN 3640

FFL 16.51

1100L RECYCLE BIN

4225

1100L WASTE BIN

255

WT4

1100L WASTE BIN

4.5 m²

3180

WT3

LIFT SHAFT

3225

2060

5350

18402

TENANCY 1 - CLASS 6 RESTAURANT

5185

3.3 m²

A302

COS

SERVICES

STORE

LIFT SHAFT

2285

EX .C OL

5180

FIRE SHAFT 8300

SERVICES

2590 7470

110

255

29.2 m²

2 A306

1200

WT3

1 A306

500

2495

.64

985 110

6.7

6.3

255

9905

SERVICES

LIFT SHAFT

110

400

RL 1

1975 2215 1740

2 A307

A301

RL 1

.18

0 6.1

16 RL

RL 1

.07

1 A307

3640

6.9 m²

CORRIDOR 2

BIN

3715 6560

3180

DISABLE TOILET

3.3 m²

16.4 m²

110

WT1

6.3 m²

1650

110

FEMALE

WT2

EX .C OL

160 400 1800

900

WT2

A302

18315

5185

4.8 m²

4.5 m²

FEMALE & DIS. TOILET

6310

MALE

CHANGE ROOM

110 1140

110

CHANGE ROOM & MALE

160

6300

1350

7215

2850

385

18186 COS

PROJECT TITLE

MIXED-USE BUILDING

NO. DATE

BUILDING PERMIT

7 4 2 1

15-21 HEFFERNAN LANE, MELBOURNE

BICYCLE PARKING, SHOWER & CHANGE ROOM TOWN PLANNING - EXTERNAL FACADE REVISED LAYOUT REVISED ACCORDING TO TP & STRUCTURAL ENGINEER

WT1 WT2 WT3 WT4 WT5

PROPOSED GROUND FLOOR PLAN DWG NO: A201

CLIENT HE SHENG GROUP

Scale @ A2 Project No.

As indicated 1050

Drawn by. Check. by

1950

CLH VC

5000

2495

110

FEMALE 1630

255

2685

110

DISABLED 2565

255

160

A301

STAIR SHAFT

400

CHANGE ROOM & MALE

MALE

CHANGE ROOM

4.8 m²

900

4.5 m²

WT2 WT1

900

FEMALE & DIS. TOILET

160 1810

2080 1130

110 1130 110 2590

5340

3560

1985

BIN

11570

COS 5890

6165

300

TOTAL FIRST FLOOR AREA: APPROX 279.1SQM

18515

160

1550

150MM STUD WALL W. SINGLE SIDE PLASTERBOARD FINISH. 110MM STUD WALL W. BOTH SIDE PLASTERBOARD FINISH. AFS REDIWALL 256MM. RENDER FINISH IS OPTIONAL. CURTAIN WALL AFS LOGICWALL 162MM W. ACRYLIC RENDER FINISH ON EXTERNAL. EXISTING STRUCTURES TO BE RETAINED.

MIXED-USE DEVELOPMENT

WALL LEGENDS:

CLH CLH CLH CLH

6310

T 03 9939 3693 l www.hanso.com l ABN 71 624 791 171 l ACN 624 791 171 © copyright

DRAWING NAME

DESCRIPTION

2020_07_30 2020_01_31 2019_12_21 2019/12/16

1920

394 - 396 BURKE ROAD CAMBERWELL VIC 3124

FEMALE

DISABLE TOILET

5.1 m²

6.9 m²

3.3 m²

TENANCY 2 - CLASS 6 RESTAURANTS 197 m²

8300

FIRE SHAFT

5165

A302

SERVICES

6.3 m²

BIN

FFL 20.50

FIRE SHAFT

255

16.4 m² SERVICES

2285

3.4 m² LIFT SHAFT

3180

110

STORE/ BIN

1 A306

1650 1200 110

5185

A302

3715

18315

9655

WT3

WT1

255

4.5 m²

4 3640

4705

5050

1100

400

2 A306

1 A307

1550

300

2215

2495

SHOWER

LIFT SHAFT

2 A307

A301

1090

9905

160

18186 COS

PROJECT TITLE

MIXED-USE BUILDING

BUILDING PERMIT

15-21 HEFFERNAN LANE, MELBOURNE

394 - 396 BURKE ROAD CAMBERWELL VIC 3124 T 03 9939 3693 l www.hanso.com l ABN 71 624 791 171 l ACN 624 791 171 © copyright

DRAWING NAME

PROPOSED 1F FLOOR PLAN DWG NO: A203 Scale @ A2 Project No.

CLIENT HE SHENG GROUP As indicated 1050

Drawn by. Check. by

CLH VC

NO. DATE

7 2 1

2020_07_30 2019_12_21 2019/12/16

DESCRIPTION

BICYCLE PARKING, SHOWER & CHANGE ROOM REVISED LAYOUT REVISED ACCORDING TO TP & STRUCTURAL ENGINEER

CLH CLH CLH

WALL LEGENDS: WT1 WT2 WT3 WT4 WT5

MIXED-USE DEVELOP

TOTAL 2ND FLOO APPROX 247.7SQM

1950

5000

11570 18060

230

6830

330 170

2495

5335

110

3560

CHANGE ROOM 1550 110 1985

MALE

110

FEMALE 1820

255

5895

330 2685

110

DISABLED 2565

255

FIRE SHAFT

330

210

5230

330

11010 985 110

A301

SERVICES

MALE

CHANGE ROOM

1805

230

335

WT5

4.7 m²

3870

FEMALE

DISABLE TOILET

5.1 m²

7 m²

255

110

WT1

FEMALE & DISABLED

2590

6310

110 1130

110

4.5 m²

WT1

BIN

5180

6.8 m² SERVICES

TENANCY 3 - CO-WORKING SPACE

110

7.9 m²

1650

1 A306

195.7 m²

FIRE SHAFT

FFL 24.50

16.7 m²

255

110

A302

STORE/ BIN FIRE SHAFT

3715

16255 13735

5185

A302

WT5

2285

LIFT SHAFT

LIFT SHAFT 4.5 m²

255

2540

3180

WT2

1660

WT4

2 A306

345

3640 1830

WT3

450

150

1660

1 A307 2075 1550

110

2565

2405

STAIR 1975

255

4065 SHOWER

255

985 110

2495

1090

9905

LIFT SHAFT

170 275 1000

1000

2 A307

A301

1000

17555

1000

230

160 170 1500

1500

18060

1110

385 210

MIXED-USE DEVEL PROJECT TITLE

MIXED-USE BUILDING

NO. DATE

BUILDING PERMIT

7 2 1

15-21 HEFFERNAN LANE, MELBOURNE

DRAWING NAME

394 - 396 BURKE ROAD CAMBERWELL VIC 3124

PROPOSED 2F FLOOR PLAN DWG NO: A205

T 03 9939 3693 l www.hanso.com l ABN 71 624 791 171 l ACN 624 791 171 © copyright

Scale @ A2 Project No.

CLIENT HE SHENG GROUP As indicated 1050

Drawn by. Check. by

CLH VC

DESCRIPTION

2020_07_30 2019_12_21 2019/12/16

WALL LEGENDS:

BICYCLE PARKING, SHOWER & CHANGE ROOM REVISED LAYOUT REVISED ACCORDING TO TP & STRUCTURAL ENGINEER

CLH CLH CLH

WT1 WT2 WT3 WT4 WT5

EXISTING STRUCTURES TO BE RETAINED.

1950

5000

11570

A301 1 A307

1 MALE

CHANGE ROOM

4.7 m²

WT5

900

1140

4.5 m²

WT1

FEMALE

DISABLE TOILET

5.1 m²

7 m²

2 WT1

A302

WT5

TENANCY 4 - CLASS 6 RETAIL/ BAR

STORE/ BIN

166.2 m²

6.8 m²

SERVICES 7.9 m²

1 A306

FIRE SHAFT

WT2

16.7 m²

LIFT SHAFT

WT4

2000

4.5 m²

OUTDOOR SEATING AREA

53.3 m² WT3

2 A306

A301 2 A307

PROJECT TITLE

MIXED-USE BUILDING

BUILDING PERMIT

15-21 HEFFERNAN LANE, MELBOURNE

394 - 396 BURKE ROAD CAMBERWELL VIC 3124

DRAWING NAME

PROPOSED 3F FLOOR PLAN DWG NO:

CLIENT

NO. DATE

7 2 1

2020_07_30 2019_12_21 2019/12/16

DESCRIPTION

BICYCLE PARKING, SHOWER & CHANGE ROOM REVISED LAYOUT REVISED ACCORDING TO TP & STRUCTURAL ENGINEER

CLH CLH CLH

WALL LEGENDS: WT1 WT2 WT3 WT4 WT5

NO.29

ALL HEIGHT LEVEL AND EXISTING MEASUREMENTS REFER TO LAND SURVEYOR'S DRAWING. EXISTING ELEVATIONS AND PLANS TO READ IN CONJUNCTION WITH LAND SURVEYOR'S DRAWING.

PROPOSED 2F CEILING LVL

+7200.00

PROPOSED FF CEILING LVL

PARAPET

2800

2040

NO.13

4000

2985

2410

ADJACENT BUILDING

8550

TOP OF WALL RL 20.56

STEP

.64 16 RL

.18 16 RL

6.0

.10

BITUMEN FOOTPATH

RL RL 16.7 16 5 .77

FFL 0.010

RL 1

EXISTING PARAPET W

+11000.00

COS / REFER TO LAND SURVEYOR

TOP OF FRONT WALL RL 25.06

1750

PARAPET

ADJACENT BUILDING

TOP OF WALL RL 36.61

EXISTING EXTERNAL BRICK WALL TO BE DEMOLISH.

EXISTING LANE A EAST B ELEVATION - HEFFERNAN C

EXISTING WEST E D

1 : 100

NO.29 TOP OF WALL RL 20.10

PROJECT TITLE

MIXED-USE BUILDING

NO. DATE

BUILDING PERMIT

8 2 1

15-21 HEFFERNAN LANE, MELBOURNE

DESCRIPTION

2020_09_09 2019_12_21 2019/12/16

REVISED ACCORDING TO NOD REVISED LAYOUT REVISED ACCORDING TO TP & STRUCTURAL ENGINEER

DRAWING NAME

394 - 396 BURKE ROAD CAMBERWELL VIC 3124 510

CLH CLH CLH

EXISTING EXTERNAL ELEVATION

T 03 9939 3693 l www.hanso.com l ABN 71 624 791 171 l ACN 624 791 171 © copyright

DWG NO: A107 Scale @ A2 Project No.

18005

1 : 100 1050

CLIENT HE SHENG GROUP CLH Check. by VC [AR1]

Drawn by.

3200

[AR1]

3800

14800

3800

BALUSTRADE

[AR1]

1100

ADJACENT BUILDING

[ALU]

NO.13

PROPOSED EAST ELEVATION - HEFFERNAN LANE 1 : 100

RL RL 0.24 0.2 0 60

30 -0 .3 RL

10 -0 .4

-0 .4

BITUMEN FOOTPATH

0.1 30

4000

ADJACENT BUILDING

TOP OF WALL RL 4.050

PROPOSED 1 : 100

TERMINUS / CRUISESHIP TERMINAL Outer Harbour is predominantly an industrial estate. Shipping and maritime transport infrastructure dominant the urban landscape, detached from the Adelaide CBD. This detached context results in Outer Harbour being underutilised.

Bridging Land and Sea - Creation of a spatial â&#x20AC;&#x153;in-betweenâ&#x20AC;?, creating a dialogue between two states of building. Through a series of physical media, drawings and through exercises, a personal interpretation of the crane arose. The project tasked the designer with the Intricate details of the design with regards aim of celebrating and reconstituting the to programme and interior were refined in existing industrial bodies into a speculative the proceeding weeks. architectural design of a cruise ship terminal. Land - Cruise Ship Terminal The conceptual boarding point of the project is derived from both the practical and Sea - Maritime Museum thematic natures of the harbour crane. The crane was then used as a generator for three What resulted was the re-imagining of the main anchors of the design philosophy :harbour crane as a generative machine for spatial qualities, turning a device for work Machinery - Movement as a spatial informer into one for play, learning and movement. Scale - Monumentalisation of the crane silhouette

CONCEPT This project provides the opportunity to explore the structure of cranes, specifically port cranes, and translate these interesting structures into architectural spaces and possibly, a building that portray the industrial characteristics. The main task of this project is to design a cruise ship terminal at Outer Harbour, Adelaide. The port cranes are interpreted as demonstrating the characteristics of verticality, megastructures (scale), machinery and most importantly, they are the only element on harbour that bridge the land and sea (carrying containers from ship onto the land).

machinery scale bridging land and sea

Process + Explorations The three natures of crane from personal interpretations translating into architectural context, a cruise shp terminal. Starting by creating montages with overlaying images of harbour crane and also in upside down manner, a metaphorical representation of water reflection, also representing the element of bridging land and sea. These montages were then used to trace out information whilst considering the three design anchors, in search of my own re-interpretation and re-imagining of the harbour crane as an architecture.

LAND SEA

cruise ship terminal

maritime museum

circulations

boarding

programmes

in-transit

event space activation

plan 1

plan 2

section 1

KANGAROO ISLAND

section 2

entry

event space

boat restoration workshop

.terminus

SITE

VARDON AVENUE

OUTSIDE

RUNDLE ST

SPACE IN BETWEEN INSIDE

Interpret outside and inside as Vardon AvenueVARDON and AVENUE Rundle Street VARDON VARDON

RUNDLE ST

SITE

AVENUE AVENUE

OUTSIDE

INSIDE

SITE SPACE ININSIDE BETWEEN SPACE IN INSIDE BETWEEN OUTSIDE OUTSIDE OUTSIDE SITE

RUNDLE ST

INSIDE INSIDE

SPACE IN BETWEEN INSIDE

INSIDE

‘KOMOREBI’ ‘KOMOREBI’ FACADE FACADE

SPACE IN BETWEEN

IN BETWEEN IN BETWEEN OUTSIDE OUTSIDESPACESPACE

SITE SITE VARDON AVENUE

VARDON VARDON ‘KOMOREBI’ FACADE RUNDLE RUNDLE ST ST AVENUE AVENUE

RUNDLE RUNDLE ST ST SPACE IN BETWEEN

OUTSIDE

SITE SITE

‘KOMOREBI’ FACADE FACADE ‘KOMOREBI’ FACADE IN BETWEEN‘KOMOREBI’ SPACESPACE IN BETWEEN SPACE SPACE IN BETWEEN IN BETWEEN OUTSIDE OUTSIDE SPACE IN BETWEEN INSIDEINSIDE OUTSIDE OUTSIDE

OUTSIDE

INSIDE INSIDE

‘KOMOREBI’ FACADE

SPACE IN BETWEEN OUTSIDE

INSIDE

VERTICAL FLUX / BOUTIQUE HOTEL As the building situated in between Vardon Avenue and Rundle Street, they are culturally connected through a sweeping gestures that run from Rundle Street over to the building and down to Vardon Avenue. This sweeping gestures, or curve contains the dialogue that speak of both Vardon Avenue and Rundle Street characteristics, particularly the idea of ‘Komorebi’ – filtering of light through trees. This idea eventually form the façade and openings and also a dominant factor to the interior spaces. With the ‘Komorebi’ openings that runs on the front façade (north facing), all the rooms will be designed to face north. Consists of 3 different units with different floor area; standard room, Studio room and 2 Bedroom Suite, they eventually create the basic form of the hotel. The idea of in-between spaces eventually shifts to transitional space. This transitional space form the basis for my interior layout as well as connecting human to the interior space, creating the “Attunement”. Transitional space enables to emphasize the consciousness as one walks from one space to another (outside and inside). Thus, the interior space of each units will have 3 floor levels; “outside” represent the living room, kitchen and bathroom, continue to “transitional space” which are working space or quiet space, leading to “inside” which is the bedroom. Integration of both the ideas of ‘komorebi’ façade and transitional spaces ultimately form the Vertical Flux.

SITE SITE SITE SITE

SITE

RUNDLE STREET A

TBM-PSM 6628/22740

EXISTING U/G GAS PIPE

SET OUT

EXISTING TO REMAIN

ADJACENT BUILDING

EAST TERRACE

BOUNDARY LINE 2

RYMILL PARK / MURLAWIRRAPURKA (PARK 14)

EXISTING SPOON DRAIN

EXISTING SUMP POINT

SEWAGE PIPE

VARDON AVENUE

A A07

8376

7040 6035

8160

10116 1894

4935

110

6797

9784

5653

6665

EXISTING TO REMAIN

8273

B B08

11040

B B08

STAG LANE

1934

GL-0.150

EMERGENCY EXIT

2257

KITCHEN G.05 FT3 GL0.00

WD 130

D.03

G.01 FT1 GL0.00

D.03

2913

G.06 FT3 GL0.00

LIFT LOBBY

WB 250

D.03

WE 225

CAFE

5642

2729

ENTRY

D.02

UNISEX/ HANDICAPPED TOILET

WA 300

LIFT 1

SEATING AREA

W.02

HR2

SERVICES ROOM

LIFT 2

D.02 WC 400

WA 300

STAIR 3 CF1

HR1 HR1

WA 300

CF1

STAIR 2 D.02

WB 200

STAIR 1

RECEPTION G.02 FT1 GL0.00

WA 300

BOUNDARY LINES

WA WB

A07

RAIN WATER OUTLET

FT#

FLOOR TILES TYPE

CPT#

CARPET TYPE

CF#

CONCRETE FINISH TYPE

RF#

RESILIENT FLOOR FINISH HANDRAIL TYPE

IN-SITU CONCRETE WALL PRECAST CONCRETE WALL

PRECAST CONCRETE WALL WITH CONCRETE VENEER FINISH

STEEL STUD WALL, INSULATED, WITH CONCRETE VENEER FINISH

CONCRETE VENEER - PRECAST CONCRETE WALL - LATEX PORTLAND CEMENT MORTAR BOND COAT WITH CERAMIC TILES STEEL STUD - WATERPROOF MEMBRANE AS REDQ’D - CEMENTITOUS BACKER UNIT (CBU) ORGANIC ADHESIVE - CERAMIC TILE

RWO

HR#

W.02

D.04

110

W.01

WA 300

G.07 FT1 GL0.00

D.01

D.02

G.04 FT2 GL-0.50

WH 450

G.03 FT1 GL0.00

STEEL STUD - (WATERPROOF MEMBRANE AS REDQ’D + CEMENTITIOUS BACKER UNIT (CBU) + ORGANIC ADHESIVE + CERAMIC TILE) ON BOTH SIDE

EXISTING STONEWORK FROM NOLA

A A07

8376

7041

200

5790 2245

8154

200

1800 656

1795

10121

5600

200

1780 633

2217

1620

5790

1795

200

1815 670

2180

W.03

WC 225

3010

STAIR

W.02

LIVING

SD1

1302.03 CPT2 FFL 72.540

840

W.03

B 4090 6595

1301.01 CPT2 FFL 72.540

BATHROOM

1302.02 RF1 FFL 72.540

WE 225

WG 180

WE 225

1265

PLANTER BOX FFL 73.740

WF 140 WE 225

BATHROOM

D.06

1303.03 FT2 72.490 FFL

WE 225

LIFT LOBBY 13.01 CPT1 FFL 72.540

WC 225 WA 300

D.02

BALCONY 13.00 FT1 FFL 72.540

2913

1303.01 CPT2 FFL 72.540

D.02

WE 225

1302.04 FT2 FFL 72.490

B08 WC 225

WE 225

W.02

HR2

UNIT 1303

WF 140

D.06

RWO

WD 130

D.02

BATHROOM

WE 225

1303.02 CPT2 FFL 72.540

STAIR

ENTRY

1302.01 CPT2 FFL 72.540 WF 140

WE 225

W.03 UP

LIVING

WC 225

ENTRY

WF 140

UNIT 1302

KITCHEN

WD 130

D.02

D.06

1301.03 FT2 72.490 FFL

2257

1301.02 CPT2 FFL 72.540

ENTRY

WF 140

SD2 WE 225

WC 225

LIVING

HR2

UNIT 1301 WC 225

2510

11041

B08

STAIR

W.02

HR2

SERVICES ROOM

LIFT 1

D.05

WC 225

LIFT 2

5642

WA 300 WC 225

2729

D.02 STAIR 3

WA 300

WC 225

CF1

HR1 HR1

CF1

STAIR 2 D.02

WB 200

WC 225 WA 300

A A07

415 3000

W.02

STAIR

WC 225

W.05

VESTIBULE 1302.04 CPT2 FFL 75.750 WD 130

WD 130

D.07

BEDROOM

VESTIBULE 1301.04 CPT2 FFL 75.750

SD3

1301.05 CPT2 FFL 76.070

W.05

BEDROOM 1302.05 CPT2 FFL 76.070

D.08 D.08

WD 130

BEDROOM 1302.06 CPT2 FFL 76.070

STAIR

HR2

BEDROOM

D.07

1303.05 CPT2 FFL 76.070

WC 225

WD 130

VESTIBULE WD 130

WC 225

1303.04 CPT2 FFL 75.750

WC 225

2257

VOID WC 225

WA 300

WC 225

LIFT 2

LIFT 1

WA 300

VOID WC 225

WC 225

WA 300

STAIR 3 CF1

HR1 HR1

W.02

UNIT 1303

W.05

WC 225

BALCONY BELOW

5642

WC 225

W.05

WC 225

2550

W.02

UNIT 1302

2 3

3245

W.03

STAIR

HR2

UNIT 1301 1340

2745 2625

11041

B08

W.03

810

HR2

RESILIENT FLOOR FINISH HANDRAIL TYPE

WC WD

130mm STEEL STUD WALL, INSULATED, WITH CONCRETE VENEER FINISH

225mm CONCRETE VENEER - PRECAST CONCRETE WALL - LATEX PORTLAND CEMENT MORTAR BOND COAT WITH CERAMIC TILES 140mm STEEL STUD - WATERPROOF MEMBRANE AS REDQ’D - CEMENTITOUS BACKER UNIT (CBU) ORGANIC ADHESIVE - CERAMIC TILE

WＧ

W.03 WC 225

W.02

CONCRETE FINISH TYPE

RF#

CONCRETE VENEER FINISH - PRECAST CONCRETE WALL - FIBER CEMENT PANELS

A07

10121

200 1360

2390

160

1850

CARPET TYPE

CF#

300mm IN-SITU CONCRETE WALL

8154

130 3095

2550

FLOOR TILES TYPE

CPT#

WA WB

7041

RAIN WATER OUTLET

FT#

HR#

8376

RWO

VOID

CF1

STAIR 2 WB 200 WC 225

A A07

B B08

200mm PRECAST CONCRETE WALL

180mm STEEL STUD - (WATERPROOF MEMBRANE AS REDQ’D + CEMENTITIOUS BACKER UNIT (CBU) + ORGANIC ADHESIVE + CERAMIC TILE) ON BOTH SIDE

BEDROOM BEDROOM 1602.07

1602.06

LIVING/ KITCHEN

1602.02/03

BEDROOM BEDROOM 1502.07

LIFT OVER RUN

PLANT ROOM

1502.02/03

BEDROOM

BEDROOM BEDROOM

1403.05

LIFT LOBBY ENTRY 1403.01

14.00

1402.01

LIVING BEDROOM BEDROOM 1302.07

1302.02

1303.02

BEDROOM

1203.05

1203.01

12.00

1103.05

LIVING

1103.02

1203.02

BEDROOM

BEDROOM 1103.05

1103.05

LIFT LOBBY ENTRY 1103.01

11.00

LIVING

1103.02

BEDROOM

BEDROOM 1003.05

LIFT LOBBY ENTRY 1003.01

10.00

1002.05

LIVING

1002.02

1003.02

BEDROOM

BEDROOM 903.05

LIFT LOBBY ENTRY 903.01

9.00

902.05

SD01 A09

LIVING

LIVING 902.02

903.02

BEDROOM

802.05

803.05

LIFT LOBBY ENTRY 803.01

8.00

LIFT LOBBY

LIVING

802.02

803.02

SERVICE ROOM

7.00

703.02

BEDROOM 603.05

LIFT LOBBY ENTRY 6.00

603.01

LIVING 603.02

BEDROOM

503.05

LIFT LOBBY ENTRY 5.00

503.01

LIVING

503.02

BEDROOM

403.05

LIFT LOBBY ENTRY 4.00

403.01

LIVING

403.02

LIFT CORE LOUNGE 1.01

STAG BAR

KITCHEN

FINE DINING STAIR

EXISTING TO REMAIN LOBBY G.01

LIFT PIT

1302.06

LIVING

BEDROOM LIFT LOBBY ENTRY

1501.05

LIVING

1501.01

BEDROOM 1401.01

1401.01

1403.02

1303.05

1303.01

13.00

1402.02

BEDROOM

LIVING

BEDROOM LIFT LOBBY ENTRY

1502.06

LIVING/ KITCHEN

KITCHEN

STAG BAR

EXISTING TO REMAIN

W.03

W.03 WC

W.03

W.03 WC

W.03

A09 W.03

W.03

CURTAIN WALL FACADE SYSTEM

W.03

CUR

NOTE: REFER TO SECTIONS AND DETAILS DRAWING FOR MORE SPECIFIC

W.03

N A M

W.03

FIBER CEMENT PANEL

W.03

FIBER CEMENT PANEL

W.03

W.01

D.01

W.01

D.01

LEVEL 10

FL 54240

AFL 5600 STEEL STUD FRAME WITH PLASTERBOARDS FINISH SINGLE GLAZED ALUMINIUM FRAMED WINDOW SYSTEM AS SPECIFIED

BEDROOM

SUSPENDED PLASTERBOARD CEILING

903.05 INSULATED FIBER CEMENT PANELS WALL SYSTEM TO ENGINEERS DETAILS

CARPET AS SPECIFIED

INTERIOR CONCRETE SLAB TO ENGINEERS DETAILS

DOUBLE GLAZED ALUMINIUM FRAMED WINDOW SYSTEM AS SPECIFIED AFL 3037

CONCRETE VENEER FACE

LIVING 903.02

CARPET AS SPECIFIED

CONCRETE SLAB TO ENGINEERS DETAILS LEVEL 9

FL 48140

EXTERIOR

ALUMINIUM SKIRTING MAXI JAMB STUD 92mm x 1.20BMT CURTAIN WALL SIDE CLIP WELDED TO CONCRETE SLAB MOTORIZED DRAPERY TRACK: SOMFY GLYDEA AS-68 FIBER CEMENT PANEL SIDING NAILS 6mm GAP, ALUMINIUM SKIRTING NO CAULK MAXI JAMB STUD 92mm x 1.20BMT Z FLASHING, FLUSH W/ EDGES OF FIBER CEMENT SIDING CURTAIN WALL SIDE CLIP WELDED TO CONCRETE SLAB DUROCK CEMENT PANEL MOTORIZED DRAPERY 30 x 30 x 3mmGLYDEA ALUMINIUM TRACK: SOMFY L-PROFILE AS-68 FIBER CEMENT PANEL 10 x 10 x 2mm ALUMINIUM SIDING NAILS L- PROFILE DUROCK 6mm GAP, EXTERIOR BASECOAT DUROCK EXTERIOR FINISH NO&CAULK Z FLASHING, FLUSH W/ EDGES OF FIBER CEMENT SIDING DUROCK CEMENT PANEL 30 x 30 x 3mm ALUMINIUM L-PROFILE 10 x 10 x 2mm ALUMINIUM CARPET L- PROFILE SCREED DUROCK EXTERIOR BASECOAT & DUROCK EXTERIOR FINISH 250mm REINFORCED CONCRETE SLAB ANGLE BRACKET BOLTED TO REINFORCED CONCRETE SLAB

MASONRY ANCHOR ALUMINIUM TRACK (92mm x 0.70BMT)

SUSPENSION ROD

AIR/MOISTURE MEMBRANE EXTEND OVER FLANGE OF METAL HEAD TRIM

SUSPENSION CLIP CARPET SCREED TOP CROSS RAIL LOCKING KEY 250mm REINFORCED CONCRETE SLAB DUROCK ANGLE BRACKET CEMENT PANELBOLTED TO REINFORCED CONCRETE SLAB DUROCK EXTERIOR BASECOAT & DUROCK EXTERIOR FINISH BindEX SEALANT SUSPENSION ROD STEEL STUD FRAME SUSPENSION CLIP PLASTERBOARD TOPINSULATION CROSS RAIL LOCKING KEY

EXTERIOR GRADE PLYWOOD SHEATING

FASTENER SUITED TO THE CONSTRUCTION ASW20-F FOUNDATION EXTRUSION MASONRY ANCHOR ALUMINIUM TRACK (92mm x 0.70BMT)

SEALANT FLEXIBLE GASKET OR BACKER ROAD & CAULK SET ON SEALANT SHEET METAL TRIM SET ON SEALANT ASW20/30-S1 CLIP WITH BUTTONHEAD SCREW WINDOW UNIT

DUROCK CEMENT PANEL DUROCK EXTERIOR BASECOAT & DUROCK EXTERIOR FINISH BindEX SEALANT STEEL STUD FRAME PLASTERBOARD INSULATION

RONDO P50 RONDO WALL TRACK (92mm x 32mm x 1.15BMT)

6mm GAP, NO CAULK Z FLASHING, FLUSH W/ EDGES OF FIBER CEMENT SIDING SIDING NAILS FIBER CEMENT PANEL

MEZZO / AUSTRALIAN EMBASSY IN INDIA The term, MEZZO, which is a word similar to â&#x20AC;&#x2DC;middleâ&#x20AC;&#x2122; best describe the concept behind this Australian Embassy located in New Delhi. Instead of looking at an embassy as a normal building containing 2 countries attributes in one volume or space, it was separated and fragmentated throughout the site in considering with the existing entries, types of people that entering the site and also types of programmes. Site analysis and condition were eventually lead to the concept of MEZZO, the concept of creating the middle or in between spaces, searching the harmony and connection between Australia and India in architecture. Based on the physical model, the sunken plaza represent the MEZZO space with two distinct buildings that surround the plaza. The two different characteristics of the buildings were tied together through the continuity of roof form (skillion roof Australia, chajja - India). In microscale, another MEZZO space was also created by separating the exterior and interior walls that created the interval spaces. Both exterior and interior walls are clad with corrugated zinc and concrete respectively as these two materials represent Australia and India.

Quarters Public

Think of normal embassy as a volume, a simple cube that contains 2 of the countries attributes.

Volume was split into half to represent Australia and India with main circulation going through middle.

More pathways are opened up to engage with the surroundings landscapes and better circulation flows.

Chancery and staff quarters are separated for privacy reasons and better circulation flow.

Plaza / Hub

Both volumes were connected by The area in between the volumes was assigned as plaza / circulation hub, sharing programs. the most important space in relation to my concept and also the circulation.

Quarters are further divided between By utilising roof structure to tied ambassador and staffs. Flow and everything as one. continuity were considered.

section 1

section 2

Steel-structure framing is the main construction system with trusses running on top and connected to steel columns due to the extreme length of 70m.The steel structure framing also clad with zinc panel for both roof and wall. The interior walls were constructed by two types of wall: - steel frame wall - concrete wall Majority of the interior walls are concrete wall to reduce the heat from the sun in India. In addition, Timber is not used in this construction due to the reason that timber is one of the material that are not allow to used massively in India and strict rules and regulations were applied on timber construction based on research. Furthermore, zinc is used instead of aluminium or steel because part of it is due to my design concept, another p art is because aluminium facade create a very commercialized result while steel is not that abundant in India in comparison with other countries. Top hats were used repeatedly in connecting the panels as top hats are fairly lightweight structure compare to other complicated joint connections. Trusses are exposed in most of the rooms and corridors to create the tall ceiling space spatial quality and a direct view to the skillion-like roof form. Suspended ceiling were hung in certain spaces to create the transition of space.

Concrete footings to engineers details

2 BOX GUTTER 2 BOX : GUTTER : 1:10 1:10

1 ZINC PANEL 1 ROOF ZINC PANEL DETAILS ROOF : DETAILS : 1:10 1:10

ZINC PANEL with ZINC PANEL with 25mm JOINT WIDTH 25mm JOINT WIDTH

50mm 50mm TOP HAT at 600 ctrs TOP HAT at 600 ctrs

50mm TOP HAT at 600 50mm ctrs TOP HAT at 600 ctrs WEATHERBOARD

FLASHING

WEATHERBOARD

1 ZINC PANEL 1 ZINC ROOF PANEL DETAILS ROOF : DETAILS : 1:10 1:10

2 BOX GUTTER 2 BOX : GUTTER : 1:10 1:10

BATT INSULATION BATT INSULATION

350mm BOX GUTTER 350mm BOX GUTTER BONDEK 200 SHS

CLEAT WELDED TO CLEAT WELDED TO 200 SHS 200 SHS

200 SHS 50mm TOP HAT at 50mm 600 ctrs TOP HAT at 600 ctrs

100 SHS

WEATHERBOARD WEATHERBOARD 100 SHS

FLASHING

350mm BOX GUTTER 350mm BO

CLEAT WELDED TO CLEAT WELDED TO 200 SHS 200 SHS

100 SHS

ANDSLAB CONCRETE DETAIL : BALUSTRADE AND CONCRETE DETAIL SLAB : 3 BALUSTRADE 1:10 1:10 CHEVRON 10mm THICK CHEVRON 10mm THICK DOUBLE GLAZED DOUBLE GLAZED TOUGHEN GLASS TOUGHEN GLASS 60mm DIA STAINLESS 60mm DIA STAINLESS STEEL RAIL @1000mm STEEL RAIL @1000mm SATIN POLISHED STAINLESS SATIN POLISHED STAINLESS STEEL RAILING ATTACHED STEEL RAILING TO ATTACHED TO

PANEL GLASS PANEL BALUSTRADE AND CONCRETE SLAB DETAIL : ANDGLASS CONCRETE SLAB DETAIL : 3 BALUSTRADE 1:10 1:10 38x10mm CLEAR GLASS 38x10mm CLEAR GLASS

4 EXTERIOR4WALL EXTERIOR WALLDETAIL AND GLASS DETAIL : AND GLASS : 1:10 1:10

WEEP SLOT WEEP SLOT ZINC HEAD FLASHING ZINC HEAD FLASHING PREFINISHED PREFINISHED

DOUBLE GLAZED GLASS DOUBLE GLAZED GLASS

4 EXTERIOR 4 WALL EXTERIOR AND GLASS WALL AND DETAIL GLASS : DETAIL : 1:10 1:10

STANDOFF FITTING STANDOFF FITTING

CHEVRON 10mm THICK CHEVRONSKIRTING 10mm THICK 2mm THICK ALUMINIUM 2mmSKIRTING THICK ALUMINIUM DOUBLE GLAZED DOUBLE GLAZED CONCRETE SCREED CONCRETE AS FLOOR SCREED FINISH AS FLOOR TOUGHEN GLASS TOUGHEN GLASSFINISH 200mm CONCRETE SLAB 200mm WITH CONCRETE CON- SLAB WITH CONDIA STAINLESS DIA STAINLESS CRETE SCREED60mm AS CRETE FLOOR SCREED FINISH60mm AS FLOOR FINISH STEEL RAIL @1000mm STEEL RAIL @1000mm 38x10mm CLEARGLASS 38x10mm STANDOFF CLEARGLASS STANDOFF FITTING WELDED ONTO FITTING ENDPLATE WELDED ONTO ENDPLATE SATIN POLISHED STAINLESS SATIN POLISHED STAINLESS STEEL RAILING ATTACHED STEEL RAILING TO SHEETING ATTACHED TO LYSAGHT BONDEK STEEL LYSAGHT SHEETING BONDEK STEEL GLASS PANEL GLASS PANEL ENDPLATE WELDEDENDPLATE ONTO ENDWELDED OF ONTO END OF STEEL JOIST STEEL JOIST 38x10mm CLEAR GLASS 38x10mm CLEAR GLASS STANDOFF FITTING STANDOFF FITTING 310 UNIVERSAL BEAM 310 UNIVERSAL BEAM 2mmSUSPENSION THICK ALUMINIUM 2mm SKIRTING ALUMINIUM SKIRTING SUSPENSION CLIP CLIP THICK CONCRETE SCREED CONCRETE AS FLOOR SCREED FINISHAS FLOOR FINISH 200mm CONCRETE 200mm SLAB CONCRETE WITH CON- SLAB WITH CONCRETE SCREED AS CRETE FLOOR SCREED FINISHAS FLOOR FINISH 38x10mm CLEARGLASS 38x10mm STANDOFF CLEARGLASS STANDOFF FITTING WELDED FITTING ONTO ENDPLATE WELDED ONTO ENDPLATE SUSPENSION JOINER SUSPENSION 442 JOINER 442 LYSAGHT BONDEKLYSAGHT STEEL SHEETING BONDEK STEEL SHEETING ENDPLATE WELDED ENDPLATE ONTO END WELDED OF ONTO END OF SUSPENDED CEILING SUSPENDED CEILING STEEL JOIST STEEL JOIST 310 UNIVERSAL BEAM 310 UNIVERSAL BEAM

FOIL FACED WRB. AROUND FOIL FACED WRB. AROUND FRAME OPENING FRAME OPENING WEEP SLOT WEEP SLOT PRIMARY SEAL PRIMARY SEAL ZINC HEAD FLASHING ZINC HEAD FLASHING PREFINISHED PREFINISHED SECONDARY SEAL SECONDARY SEAL DOUBLE GLAZED DOUBLE GLASS GLAZED GLASS PREFINISH ZINC FLASHING PREFINISH ZINC FLASHING CORRUGATED ZINCCORRUGATED PANEL ZINC PANEL CLEAT WELDED TO CLEAT COLUMN WELDED TO COLUMN FOIL FACED WRB.FOIL AROUND FACED WRB. AROUND OPENING GIRT BOLTED TOFRAME CLEAT AND GIRTOPENING BOLTED FRAME TO CLEAT AND BOLTED WITH TOP HATS BOLTED WITHPRIMARY TOP HATSSEAL PRIMARY SEAL 50mm TOP HATS BOLTED 50mm TO TOP HATS BOLTED TO SECONDARY SECONDARY SEAL GIRT AND ZINC PANELS GIRT AND SEAL ZINC PANELS PREFINISH ZINC FLASHING PREFINISH ZINC FLASHING CORRUGATED ZINC PANEL CORRUGATED ZINC PANEL CLEAT WELDED TO COLUMN CLEAT WELDED TO COLUMN

SUSPENSION CLIPSUSPENSION CLIP GIRT BOLTED TO CLEAT AND TO CLEAT AND GIRT BOLTED BOLTED WITH TOPBOLTED HATS WITH TOP HATS

SUSPENSION JOINER SUSPENSION 442 JOINER 442

FLASHING

C200 PURLIN BOLTED C200TO PURL CLEAT CLEAT

BATT INSULATIONBATT INSULATION

200 SHS

50mm TOP HAT at 50mm 600 ctrs TOP

Z200 PURLIN BOLTED Z200TO PURLIN CLEATBOLTED AT TO CLEAT AT 900CTRS FIXED TO 900CTRS ENGINEERS FIXED TO ENGINEERS DETAILS DETAILS

200 SHS

BONDEK

ZINC PANEL with ZINC PANE 25mm JOINT WIDTH 25mm JOIN

ZINC PANEL with ZINC PANEL with 25mm JOINT WIDTH 25mm JOINT WIDTH 200 SHS

FLASHING

C200 C200 PURLIN BOLTED TO PURLIN BOLTED TO CLEAT CLEAT

Z200 PURLIN BOLTED Z200 TO PURLIN CLEAT AT BOLTED TO CLEAT AT 900CTRS FIXED TO ENGINEERS 900CTRS FIXED TO ENGINEERS DETAILS DETAILS

FLANGE CHANNEL 380mm FLANGE CHANNEL 380mm WIDTH WIDTH 50mm TOP HATS BOLTED TO HATS BOLTED TO 50mm TOP GIRT AND ZINC PANELS GIRT AND ZINC PANELS

SUSPENDED CEILING SUSPENDED CEILING

FLANGE CHANNELFLANGE 380mm CHANNEL 380mm WIDTH WIDTH

BONDEK

200 SHS

ARCHI-FUNGI / ARCHITECTURE SCHOOL Union House Precinct, with nearly 120 years of history starting from the World War I, still able to stand firm on ground with classic architecture form. The building portrayed a sense of isolation and abandoned due to its wall materials and conditions are not well maintained. The idea is to embrace these characters and further exaggerate it and develop into a storyline. A tree is used as a metaphor to represent the Union House Precinct where fungus are slowly growing and spreading in and out of the building. These fungus developed into a series of interconnected interior spaces that become creative spaces for design students to think and find ideas. These spaces are also functioned as part of the circulation spaces and studio rooms. Part of the existing exterior brick walls were maintained and part of them were changed to perforated aluminium exterior wall panels to bring in modernistic character.

GEORGE MURRAY BUILDING

RECEPTION

STAFF TOILET

TOILET

UNION HOUSE (E5-NT46) LEVEL 2

LEVEL 2 (SOUTH)

Y BUILDING

GEORGE MURRAY BUILDING

RECEPTION

STAFF TOILET

TOILET

LEVEL 2 (SOUTH)

UNION HOUSE (E5-NT46) LEVEL 3

ground floor plan

2nd floor plan

GEORGE MURRAY BUILDING

section 1

toilet

TOILET toilet

toilet

HOUSE 6)

third floor plan

fourth floor plan

UNION HOUSE (E5-NT46) LEVEL 5

male toilet

female toilet

male toilet

female toilet

toilet

fifth floor plan UNION HOUSE (E5-NT46) LEVEL 6

section 2 male toilet

female toilet

COMPETITIONS SuperStudio 2015 (State & national runner-up) SuperStudio 2016 (State 1st Place) Lesley Lynn 2017

reIGNITE framework

SuperStudio 2015 -Mind the Gap reIGNITE By acknowledging the fundamental flaw of the senses, reIGNITE attempts to go back to the basics and trust our senses once more in the digital age. by attributing each object to unique sites, we maximise their individual stories onto reIGNITE targetted audiences to stimulate their symbolic meaning as an act of broadening the gap. But on framework common space; the virtual reality of the internet, and thus engaging people to mind the gaps of reality and displacing the norm.

Conventional way of perceiving knowledge/ information

reIGNITE from a exhibition gallery. framework

Conventional way ofthe perceiving knowledge/ information Breaking the norm, exhibitions were brought to the Changing the juxtaposition where stories are interpreted from a exhibition gallery. peopleinwith different backgrounds to extend the stories/ from the beginning rather than the ending. legacy.

reIGNITE Conventional way of perceiving knowledge/ information framework

from a exhibition gallery.

Breaking in the the exhibitions were brought to the Changing thenorm, juxtaposition where stories are interpreted people withthe different backgrounds to extend the stories/ than the is ending. The gapfrom betweenbeginning the viewerrather and the object then

Conventional way of perceiving knowledge/ information Breaking the norm, the exhibitions were brought to the from a exhibition gallery. people with different backgrounds to extend the stories/

legacy. reignited through the exploration of senses

legacy.

#sonamindthegap

premise

What is perceived may not necessarily be what it is . reIGNITE context

Breaking the norm, the exhibitions were brought to the people with different backgrounds to extend the stories/ legacy.

The implied reception of our senses are flawed, what is implied may not be what is meant to be implied.

The gap between the viewer and the object is then reignited through the exploration of senses

#sonamindthegap

- - - - - -

HOPE

Creating the

PURPOSE

LOVE

EQUALITY

MEMORY

JUSTICE

in peoples lives, to make them mind the gaps .

Distance, Geographical dimensions ... disruptions of space, mind-ing the gaps of Life.

#sonamind

reIGNITE

reIGNITE Phar Lap’s Heart

Sytagma Square, Athens, Greece

HOPE

A windmill in the West,by Peter Carey National Mall, Washington DC, U. S.A.

Embedded in the Australian cultural identity as a symbolism of Hope, Phar Lap’s humble beginnings to a champion racing horse empowers ones motivation to thrive for the better which was especially significant during the 1911 Great Depression. This is what we aim to evoke amongst the Greek society, to rise up from the economical crisis of today and to make a better tomorrow. Embedded in the Australian cultural identity as a symbolism of Hope, Phar Lap’s humble beginnings to a champion racing horse empowers ones motivation to thrive for the better which was especially significant during the 1911 Great Depression. This is what we aim to evoke amongst the Greek society, to rise up from the economical crisis of today and to make a better tomorrow.

War has always taken a toll on the Australian heritage, and questions of our role in the wars of the U.S. have always been ambiguous. Running parallel to this ambiguity lies the story of “A windmill in the West” where confusion and change are deeply embedded in Carey’s Story. Reflecting on this imperfection of our past, We ask the United States of America, what is our purpose?

War has always taken a toll on the Australian heritage, and questions of our role in the wars of the U.S. have always been ambiguous. Running parallel to this ambiguity lies the story of “A windmill in the West” where confusion and change are deeply embedded in Carey’s Story. Reflecting on this imperfection of our past. We ask the United States of America, what is our purpose?

SA/7/Chua,Chue,Koh/SS15

reIGNITE

reIGNITE Convicts Love Token

Central Criminal Courts (Old Bailey) , London, U. K.

PURPOSE

Faith Bandler’s Gloves

LOVE

Statue of Omar Makram, Tahir Square, Cairo, Egypt

SA/7/Chua,Chue,Koh/SS

EQUALITY

What is our fundamental right as humans? To have a voice. As the advocate for the rights of the Aboriginal people, the gloves of Faith Bandler symbolises the notion of change. As harmless as it seems, the simple donning of the “glove” within the noise of Tahir Square attempts to ignite the revolution of change within the Egyptian society and allow for voices to be heard once more.

Acknowledging our heritage, the Old Bailey site (where Newgate Prison sat) holds a strong relation to our beginnings where messages of goodbyes, engraved into these Convicts Love Tokens, are exchanged. As such the notion of reflecting on our past is engaged within our reach as we approach the still surfaces of its “boundary”. Acknowledging our heritage, the Old Bailey site (where Newgate Prison sat) holds a strong relation to our beginnings where messages of goodbyes, engraved into these Convicts Love tokens, are exchanged. This relation is often overlooked and sometimes forgotten, As such the notion of reflecting on our past is engaged within our reach as we approach the still surface of its “boundary”.

What is our fundamental right as humans? To have a voice. As the advocate for the rights of the Aboriginal people, the gloves of Faith Bandler symbolises the notion of change. As harmless as it seems, the simple donning of the “gloves” within the noise of Tahir Square atempts to ignite the revolution of change within the Egyptian society and allow for voices to be heard once more. SA/7/Chua,Chue,Koh/SS15

SA/7/Chua,Chue,Koh/SS15

reIGNITE Pie Floater

Victoria Square, Adelaide, Australia

MEMORY

Pie Floater? Seriously, a pie floater? What is its significance? A simple local food becomes the embodiment of the states identity, and yet, its prominence has diminished so severely overtime. As this “forgotten past” monumentalises in the heart of the state, curiosity peaks and perhaps, the floating pie, as delicious as it sounds may one day back in our tummies.

PIE FLOATER? Seriously, a pie floater? What is its significance? A simple local food becomes the embodiment of the states identity, and yet, its prominence has diminished so severely overtime. As this “forgotten past” monumentalises in the heart of the state, curiosity peaks and perhaps, the floating pie, as delicious as it sounds may one day be back in our tummies.

SA/7/Chua,Chue,Koh/SS15

reIGNITE Azaria Chamberlain’s Dress

Kuala Lumpur International Airport (KLIA) , Kuala Lumpur , Malaysia

JUSTICE

Controversies are abundant in our societies today. Technology on one hand simplifies how we gather information. The dress of Azaria Chamberlain perfectly embodies this controversial age, and in manipulating what we perceive with technology, we lose the basic trust of senses. only when we fell back to basics, can the truth (or so they said0 be revealed. Controversies are abundant in our societies today. Technology on one hand simplifies how we gather information and yet on the other complicates that very information. The dress of Azaria Chamberlain perfectly embodies this controversial age, and in manipulating what we perceive with technology, we lose the basic trust of senses. Only when we fall back to basics, can the truth (or so they say) be revealed. .

SA/7/Chua,Chue,Koh/SS15

SuperStudio 2016 -Converse around the Pool the dunny On conversation themes 1. Music & Territory: The Psychogeography of Aural Space 2. Landscapes of the Anthropocene 3. Liquid Texture ... (on garden)

Two Thirds & One Third access, without access.

one per 600 Two Thirds & One Thirds, a slum(p) in progress. access, without access. one per 600 Overwhelming complex a slum(p) in progress.Forgotten simplicity.

This is our return brief. The dunny, the toilet, a closet in space a room within a room

the complex-city of our

Overwhelming complexities Forgotten simplicity. the complex-city of our moral need.

the dun

The primary human - water relationship, the interaction of water and culture, how we engage in this fundamental element that brings us life we are 70% water afterall, defining our morals as a humanity.

SA Team 2 | Bernic

SA Team 2 | Bernice, Jonathan, Ben

segregated cultures,

partitions

immersive in landscape

SA Team 2 | Bernice, Jonathan, Benedict

segregate

part

immersive i

SA Team 2 | Berni

茅厕 tandas ห้อง a towel story in hot springs one small towel where to cover? the face. “see no evil, hear no evil” an enclosed space.

a toilet. water and culture. Humanity’s basic need the right to proper san

a towe in hot s one sm where the face

“see no an enc

SA Team 2 | Bernice, Jonathan, Benedict

An installation in the garden, that forgets about; the partition wall, the edge, the complex pipe system, Introducing a composting toilet with a “dunny cap” just enough to protect our privacy.

An installa that forget the partitio the edge, the compl

Introducin “dunny ca privacy.

SA Team 2 | Bernice, Jonathan, Benedict

SA Te

#19thnovember World Toilet Day

SA Team 2 | Bernice, Jonathan, Benedict

nedict

#19thnovember World Toilet Day

SA Team 2 | Bernice, Jonathan, Benedict

Lesley Lynn 2017 Attaching Memories Attaching Memories envisions this importance of space enabling memories that are personal and unique to students experience during Skywell Openings the university life. Embracing the rural oasis character of the campus whilst promoting a well knitted college commuters between students Roof across faculties. Roof Framing System

Timber Clad Wall System R - Value In: R3.0 Out: 3.2

1. Weathertex Weathergroove (Natural) 300mm Timber Cladding Panel 2. Horizontal Timber Battens @ 300mm Spacing

Bedroom Module

3. External Gypsum Board Sheting with Waterproof membrane

Integrating advanced construction techniques and new materials. The modular nature of the design minimises the potential impacts of onsite Transitory construction with prefabricated elements. By Module Lounge rooms carefully engaging in environmental strategies, & Shared Bath Room the posed development of the student housing ensures Upper Floora balance of sustainability issues across Standard Ceiling Plan Unit social, economic and environmental aspects. Common

4. 90mm Timber Stud Frame with Kingspan K12 Framing Board , fixed internally. 1.

5. Kingspan K18 Plasterboard with interior finish

Stone Clad Wall System

1. Veneer Stone Drystack Natural Grey Web Panel Stone Cladding

R - Value In: R3.1 Out: 3.3

2. Mortar / Cement Joint 3. External Gypsum Board Sheting with Waterproof membrane 4. 90mm Timber Stud Frame with Kingspan K12 Framing Board , fixed internally.

Kitchen Area & Laundry

Upper Floor Plan 1.

5. Kingspan K18 Plasterboard with interior finish

Upper Floor Walls

Lower Floor Ceiling Plan

Pegboard Internal Walls 1. Deatachable Pegs (for customisation of shelving sturcture & other elements 2. 1.

Lower Floor Walls

2. Pegboard with springloaded* peg slots (Dust Preventive measure) 3. Shelving Units attachable to pegs

Washbay Area & Bike Racks Allocated adjacent to residential modules to provide hygienic and sanitided condition for students who are exposed to potential bio security risks.

Lower Floor Plan

Typical Edge Detail

Structural Framework

With Rainwater harvesting System & Bio Retention Swale

Typical Block

LYSAGHT OGEE GUTTER

90mm DIAMETER DOWN PIPE

Roof Catchment Stormwater

SOIL MIX & BIO-RETENTION FILTER COARSE SAND FINE GRAVEL RAIN WATER TANK (BLOCK)

Excess Stormwater Run Off

Prevailing Summer Morning Winds

Main Access Proposed Linkage

Secondary Access

Equine Health & Performance Centre

Prevailing Summer Afternoon Winds

SARDI Custance Centre

Veterinary Science Building

Skywell Openings

Timber Clad Wall System R - Value In: R3.0 Out: 3.2

Roof Roof Framing System

1. Weathertex Weathergroove (Natural) 300mm Timber Cladding Panel 2. Horizontal Timber Battens @ 300mm Spacing

Bedroom Module

3. External Gypsum Board Sheting with Waterproof membrane 4. 90mm Timber Stud Frame with Kingspan K12 Framing Board , fixed internally. 1.

Transitory Module Lounge rooms & Shared Bath Room

Upper Floor Ceiling Plan

5. Kingspan K18 Plasterboard with interior finish

Stone Clad Wall System

1. Veneer Stone Drystack Natural Grey Web Panel Stone Cladding

R - Value In: R3.1 Out: 3.3

2. Mortar / Cement Joint

Standard Unit

3. External Gypsum Board Sheting with Waterproof membrane

Common Kitchen Area & Laundry

4. 90mm Timber Stud Frame with Kingspan K12 Framing Board , fixed internally.

Upper Floor Plan 1.

Lower Floor Ceiling Plan

5. Kingspan K18 Plasterboard with interior finish

Upper Floor Walls

Pegboard Internal Walls 1. Deatachable Pegs (for customisation of shelving sturcture & other elements 2. 1.

Lower Floor Walls

2. Pegboard with springloaded* peg slots (Dust Preventive measure) 3. Shelving Units attachable to pegs

Washbay Area & Bike Racks Allocated adjacent to residential modules to provide hygienic and sanitided condition for students who are exposed to potential bio security risks.

Lower Floor Plan

Typical Edge Detail

Structural Framework Typical Block

With Rainwater harvesting System & Bio Retention Swale LYSAGHT OGEE GUTTER

90mm DIAMETER DOWN PIPE

Roof Catchment Stormwater

SOIL MIX & BIO-RETENTION FILTER COARSE SAND FINE GRAVEL RAIN WATER TANK (BLOCK)

Excess Stormwater Run Off

Prevailing Summer Morning Winds