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gezette zinc afdekkap 3 7

90 28 28 10

10

10

235

DETAIL IN OVERLEG MET AANNEMER

150

28 28 28 10 28

12

200

E05

DETAIL IN OVERLEG MET CONSTRUCTEUR

prefab beton balk (inclu. vloer) (conform opgave constructeur)

4820 +P 120 10

10

HE220A Latei

1,220

1,100

ramen Hoofdgebouw: - Reynaers CS77 met verdekt liggende ontwatering aluminium kozijnsysteem, blank geanodiseerd te openen delen uitvoeren als draai-kiep - Totaal U waarde = 1.49 - triple beglazing (HR +++) - ge誰ntegreerde zonwering DUCO 120 Corto - neggenkanten afwerken in stucwerk als gevelbekleding - buiten aluminium waterslag kleur als gevel - natuursteen vensterbank aan binnenzijde

portfolio 3590 +P

ADAM MURRAY

E04

H01

naar HWA 250

560

2700 +P

houten trap

DETAIL IN OVERLEG MET AANNEMER

prefab beton balk (inclu. vloer) (conform opgave constructeur) 650x210

stucwerkgevel Hoofdgebouw: - kalkzandsteenwand 100 (kopgevels) - StoTherm Classic o.g. Rc=5 m2K/W - kleur 37110 wit-grijs

HE200A spant gipskarton op regelwerk

E03

E02 plintsteen tot 200+mv

2590 +P

230

220

80

180

610

UNP 220

E06

370 -P

fundering (conform opgave constructeur )


curriculum vitae.professional.coursework

I can offer your practice : -Architectural design experience gained from working as a graduate architect in both Australia and the Netherlands. -5+ years professional experience working with BIM on realized projects -the ability to design, develop and draw technical details - preparation and management of drawing sets (all stages) -efficient and accurate management of BIM models -the capability of producing visualizations and graphic diagrams

Relevant Employment History: Equipe Architecten http://www.equipeamsterdam.nl/ Amsterdam, The Netherlands 2011 - 2012 Graduate Architect Moull Murray Architects http://www.moullmurray.com/ Brighton, Melbourne 2011 Graduate Architect 2006 – 2010 Architectural Assistant

Contact Details Adam Murray Graduate Architect, Melbourne, Australia Born : 27 October 1986, Durban, South Africa Languages : English (Native) Dutch, Afrikaans

Software Proficiency: Archicad (BIM) (5+ years professional experience) Rhino (3d Modelling) Grasshopper Plug-in (Parametric 3d Modelling) 3D Studio Max (3d Modelling, Animation, Rendering) Artlantis (Animation, Rendering) Revit (BIM) Autocad Presentation Adobe Photoshop Illustrator Indesign Office Admin Microsoft Office Suite Web Basic web design

Education : Master of Architecture 2009-2010 The University of Melbourne Master of Architecture (Exchange Semester, Delft) 2010 Delft University of Technology (The Netherlands) Acheived an “8” for design studio Bachelor of Planning & Design (Architecture) 2005-2007 The University of Melbourne 2004 St Leonards College

Address: 89A Mitford St. Elwood 3184 Mobile: 0423452118 Email: adam.murray1@gmail.com Website: www.designadam.com

St Leonards College 2004 International Baccalaureate Diploma Programme ENTER : 99.75 Awards and Publications 2010 Global Mobility Scholarship, University of Melbourne 2009 Runner up Cityscape 2020 competition 2007 Dean’s Honours List in Architecture, University of Melbourne 2007, 2006 ‘Eyes’ University Publication of Selected Student Work

ADAM MURRAY

2


curriculum vitae.professional.coursework

Project : Private Villa in Nijmegen, Netherlands Team : Equipe Architecten (Huib van Zeijl, DaniĂŤlle Segers) Description : 450m2 Private dwelling in Nijmegen, Netherlands, under construction, 2011 Role : Production of construction set of drawings, design of principle details, management of BIM model, automatic (BIM model referenced) window/ door scheduling, visualizations, communication with client and engineer. My task in this project was to convert a sketch design into a detailed and resolved construction set of drawings, under direction from the project architect. This included the precise managing of a constantly evolving BIM model. I was involved in an intense iterative detailing process that included sketching, CAD drafting and 3d modelling. The design process was informed a demand for maximum square meterage at minimum building cost, hence pre-fabrication and the reduction of labour was a necessity. Stringent Dutch thermal requirements for the facade were reconciled with a slim steel construction. Meticulous attention was given to all potential thermal bridges. In addition aesthetic demands, such as the concealment of the solar shading, were met. Standard industrial construction products were used to a create a timeless modern Villa.

ADAM MURRAY

3


m =3 m2K/W

I

H

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2,610

2,530

F

E

2,530

D

3,100

3,100

C

B

3,100

A

3,100

curriculum vitae.professional.coursework

2,695

3,480 18,48m+NAP 3,000 18m+NAP

Project : Private Villa in Nijmegen, Netherlands, 2011-2012 Team : Equipe Architecten (Huib van Zeijl, DaniĂŤlle Segers)

0 BG 15m+NAP

Noord

-2960 Kelder 12.04m+NAP

Kelder

Kelder

9

8

6

8,550 2,850

2,850

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7

5

4

3

5,700 2,850

2,850

2

1

6,575 6,575

2,850

vast glas achter te openen houten geveldelen

draai kiep achter houten delen

draai kiep achter houten delen

dvb 0 BG 15m+NAP

Oost 1

2

3

4

5

6,575 6,575

3,935

2,850

6

7

8

14,250 2,850

2,850

2,850

9

Alle maten in het werk en onderling te controleren Alle constructieve delen conform opgave constructeur

2,850

3,480 18,48m+NAP 3,000 18m+NAP

project Woonhuis Vlietberg Vlietberg 6a te Ooij, Gemeente Ubbergen fase Bouwvoorbereiding

opdrachtgever dhr. J.E.T.M. Lenferink

tekening

dvb 0 BG 15m+NAP

West A

B

C

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Aanzichten Bouwplan Aanzichten wijzigingen: - koekoek / verlaagd terras eruit - indeling puien op systeem SchĂźco - kelderrand opgehoogd tot 14,80m +NAP

print datum

schaal

4/11/12

1:50 A1 (841x594) 1:100 A3 (297x420)

datum aangepast ontwerp BV: 10 november 2011

2,695

15,095 3,100

3,100

5,060 3,100

3,100

2,530

2,530

3,480 18,48m+NAP 3,000 18m+NAP

tekenaar AM/HvZ

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ADAM MURRAY

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a06

4 Alle maten in het werk en onderling te controleren


curriculum vitae.professional.coursework

Team : Equipe Architecten ( Huib van Zeijl, DaniĂŤlle Segers) Description : Van Helvoirt Groenproject company headquarters , Tilburg, Netherlands, completed 2012 Role : Responsibilities included the production of various constructive details, managing and updating the project BIM model to correspond with construction-stage design input and visualizations.

A project with an emphasis on sustainability. My design input was required in the production of various details, including the main timber facades and custom doors. I also developed a series of visualizations for the presentation of this flagship project to the architectural community.

ADAM MURRAY

5


curriculum vitae.professional.coursework

blad in hoogte verstelbaar

aanzicht werkbladzijde

1 Forbo linoleum : walton cirrus "coral red" 2.5mm

1,300 900 400

1,500

40 3,000

1,100

doorvoer 80ø

360

zijaanzicht Noord 360 252 38 650

bovenaanzicht

doorvoer 80ø

1,400

open vak

690 750

klepkast

60

kast

aanzicht kastzijde

03d Bureaus

cten BV 2.5mm t

tekening

datum

03 Kantoor Projectleiders

9/12/2011

schaal

1:100, 1:50 [A3 297x420mm]

Alle maten in het werk en onderling te controleren

03a Loket

rojectcode

UKHB

Team : Equipe Architecten (Huib van Zeijl, Daniëlle Segers) Description : Interior design for Van Helviort Groenproject head office. Netherlands, complete 2012 Role: Role included the production of interior design concept and the design and documentation of custom interior elements. This was completed under the guidance of two project architects. This involved managing a 3d BIM model of the entire interior project, integrated with the building design model. Sixteen unique interior elements were designed and documented in an A3 format booklet.

tekeningnr.

13

werkplaats Y10 IJburglaan 632 H 1087 CE amsterdam T 020 - 4161894 E info@equipeamsterdam.nl

\\192.168.1.250\Werkmap\Eq01 Projecten\11c IKHB\02 Archicad\IKHB Current.pln

projectcode

tekeningnr.

UKHB

16

werkplaats Y10 IJburglaan 632 H 1087 CE amsterdam T 020 - 4161894 E info@equipeamsterdam.nl

\\192.168.1.250\Werkmap\Eq01 Projecten\11c IKHB\02 Archicad\IKHB Current.pln

This project was interior design phase of the flagship sustainability project of this practice. The interior design had to reflect the principles that drove the design of the entire building. The design was also produced after a series of discussions with the end users, which formulated the requirements for the interior elements. In addition the interior design was not to compete with buy complement the design of the building. Red in the facade was therefore carried through into the interior elements to combine to a cohesive overall design. The materiality of the interior design was influenced by a demand for sustainable products. Every product used was analysed in terms of its environmental impact. The result is an ainterior with an “earthy” feel that contributes to the overall “feel good” working environment.

ADAM MURRAY

6


curriculum vitae.professional.coursework

Team : Equipe Architecten (Huib van Zeijl, DaniĂŤlle Segers) in conjunction with Upfrnt Co-Operative Description : Private Residence in Nieuw Leyden, Netherlands, sketch design, Role: Contributed to building concept and sketch design. Constructed and managed the BIM model from early studies to final preliminary design drawing set. Involved in the preparation of successive presentations to the private client, including all drawings, diagrams and visualizations

The requirements were for a passive townhouse in the suburb of Nieuw Leyden. The design consists of prefabricated timber construction and a facade that achieves an overall R-Value of 7. The admittance of natural light determined the internal arrangement. In co-operation with Upfrnt CoOperative.

ADAM MURRAY

7


curriculum vitae.professional.coursework 2,400 rubberwood/eiken hout/ecoplex/mdf blad n.t.b.

1,100

100310

890

110 980 Team : easydrain Equipe Architecten (Huib van Zeijl, Villeroy & Boch Subway 2.0 2900 wandclosetpot DaniĂŤlle Segers) +P HansGroheDescription Ecostat : showerpipe compleet Renovation and extension to an 80 - gezette zinken dakrand h = 210mm met lekrand detaillering i.o.m. leverancier year old Dutch mansion, Bilthoven, - voor maatvoering zie detail 3 Netherlands, complete 2012 2600 Role: +P Production of concept, planning and 490drawings, 10 final construction600set of ruimte in koof voor rail / (rol)gordijn c 2,110 interior design, design of principle 2,760 details, management of BIM model, plattegrond visualizations 950 +P

485 2,860

230

beplanting sedum op substraatlaag groendak conform opgave leverancier (alkorplus)

opdr acht gever

familie Hendriks - HR++ isolatieglas, U=1,1 W/m2K 2-zijdig gelaagd veiligheidsbeglazing ZTA 40% (Oostzijde) - Aluminium geĂŻsoleerd kozijnsysteem Reijnaers CP155 , isolatieklasse 2.1 inbraakwerend klasse 2 - gemoffeld min. 1 laags 60mu kleur; RAL 7016 (donker grijs)

b

1,490

360

a

360

HAFELE schuifdeurbeslag EKU REGAL B25 MOD. H VOORFRONT

i i nn tt ee rr i i oo rr ee l l ee m m ee nn tt ee nn

werkkamer

c

i n t e r i o r e l e m e n t e n

rr ee nn oo vv aa tt i i ee

1.2 Werkkamer

u i t b r e

bitumen dakbedekking 80>50mm afschot isolatie (16mm/m) multiplex uu i i tt18mm bb rr ee iwaterproof i dd i i nn gg 120x70 houten liggers 120mm isolatie Rc = 3,5W/mK i d i dampremmende n g laag 26x40mm regelwerk houten delen 20x140mm (h.o.h. 150mm) geschilderd WIT RAL 9016

r e n o v opdr a achtt gever i e familie Hendriks

pr oject

t ek ening

dat um

sc haal

vernieuwing woonhuis Bilthoven Da Costalaan 20

Bouwvoorbereiding

3/12/2012 1:50, 1:100, 1:10, 1:5 [A3 297x420mm]

projectcode

VWHB

Alle maten in het werk en onderling te controleren

tekeningnr .

werkplaats Y10 IJburglaan 632 H BV9 1087 CE amsterdam T 020 - 4161894 E inf o@equipeamsterdam.nl

PEIL 0

voor alle constructie-elementen gegevens constructeur aanhouden familie Hendriks

vernieuwing woonhuis Bilthoven Da Costalaan 20

t ek ening

Bouwvoorbereiding

67 561 67 561 67

03

561 67

t ek ening

vernieuwing woonhuis Bilthoven Da Costalaan 20

Bouwvoorbereiding

This assignment required the speedy design for the renovation and extension of a pre-war Dutch mansion. This involved modelling the existing building in 3d, which enabled an cohesive redesign of the entire interior and the addition of an extension. Due to time constraints the renovation took place almost simultaneously to the design.

900 -P

pr oject

1,950

02 2.0

04

pr oject

lijngoot (Enka-drain)

opdr acht gever

866

715

5,110

bitumen dakbedekking 80>50mm afschot isolatie (16mm/m) 18mm waterproof multiplex 170x70mm houten liggers 120mm isolatie Rc = 3,5W/mK dampremmende laag 26x40mm regelwerk 12,5mm gipsplaat stucwerk

715

1,490

715

Grohe N bedienin

01

HAFELE schuifdeurbeslag EKU REGAL B25 MOD. H VOORFRONT 405.60.035

verstek

400

beplanting sedum op substraatlaag groendak conform opgave leverancier (alkorplus)

520

55

doorsnede

1,010

b e s t a a n d b e s t a ab ne ds t a a n d

01

984

563 750

750 375 375

325

d

c

aanzicht

02

971 775 200 70

750

375 188

375 375

375

2,625

375

mdf krasvaste lak Sigma satin gloss kleur WIT

460

b

375

a

620

zwart krijtbord op schuifdeur track

1,955

75

100

Grohe Rapid SI wc element met wand bevestiging

Details 01 02 N

dat um

DO 3/12/2012 BV 03/29/2012

sc haal

1:10 [A3 297x420mm]

Alle maten in het werk en onderling te controleren Constructie conform opgave constructeur J. Aalberts

pr ojectcode

tekeningnr .

VWHB

BV3b

werkplaats Y10 IJburglaan 632 H 1087 CE amsterdam T 020 - 4161894 E inf o@equipeamsterdam.nl

ADAM MURRAY

8

Trend TR

Kludi Bin


curriculum vitae.professional.coursework 2

3

2 4

3

4

5

5

4

3

4 2

3

2

1

1

1,482

1,482

1,510

3,960

3,650

600

3,560

3,560

1,100

1,100

1,100

5,412

5,412

4,530

4,532

1,100

4,530

4,532

280

280

9,002 2,600

2,880

9,002 2,600

1,100

2,880

9,002

9,002

1,100

1,010

280

280

270

1,280

1,010

1,280

270

1,100 2,190 1,060 220

380

4,868

1,730

1,730

1,730

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100

7,000

G

F

E

D

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80

hwa 150x80

200

2,590

2,310

2,590

2,310

2,310

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2,730

2,680

2,350

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28 28 28 10 28

2,800

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UNP 220

C

3,560

3,560

280

280

2,880

2,600

2,880

2,600

280 3,560

280

235 10

2,590

2,310

2,310

2,490

2,590

2,880

280 2,600

N

280

N

2,300

80 80

7,440

7,000

G

F

E

D

C

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2,590

2,310

3,560

360

HvZ / DS

E

datum

29/02/2012 1

800

2,500

C

280

1,200

4,200

1,670

5,060 2,470

B

120 10

AM

BV Plattegronden project Plattegrond nummer 1:50 WGKA 2

2,100

350

architecten

schaal Lisdoddelaan 29 1:50 1087 KB Amsterdam (A1) T 020 - 461.46.00 F 020 - 461.03.22 architecten E inf o@equipeamsterdam.nl

HvZ / DS

project

nummer

WGKA

2 Lisdoddelaan 29 1087 KB Amsterdam T 020 - 461.46.00 F 020 - 461.03.22 E inf o@equipeamsterdam.nl

A private dwelling in Amsterdam North which conforms to the heritage overlay of the area, but with a contemporary feel. Special attention was given to the integration of gutter, shading devices and PV panels into the compact building envelope.

Alle maten in het werk en onderling te controleren Alle constructieve delen conform opgave constructeur

5,470 2e Verdieping

project

4

3

Woonhuis De Graaf

tekening

BV Aanzichten Zuid + Noord 1:50

2,880 2,590

2,310

227 Familie De Graaf 50 opdrachtgever

+2,590 1e Verdieping

280

2310 +P

datum

1,050

0 Peil -370 BG

schaal

1:50 (A1)

Noordgevel

tekenaar

architecten

AM

N

2,600

7,500

Kadoelenweg 141, Amsterdam

28/02/2012

1,100

2,100

2,160

2,260

3

1

100 100

4,200

9,002

3

80

1,800

G

F

1,360

1,800 100

schaal

1:50

(A1) Familie De Graaf - Wisman tekenaartekening

tekenaar

200 IPE balk in HSB wand check constructeur

100 250 4,700

datum opdrachtgever

AM UNP 220

1,500

12,220

Kadoelenweg 141, Amsterdam

7,000

F

HWA conform opgave EARTH

IPE 180

hwa 150x80

2,000 250

BV Plattegronden Woonhuis Plattegrond 1:50De Graaf

29/02/2012

R 1.03

80

200 IPE balk in HSB wand check constructeur 7,440

E

D

1,360

afschot 1°

100

tekening Alle constructieve delen conform opgave constructeur

E

2,100

2

80

200

700 100

G

9,680

80

hwa 80 x 150

H 01

2,500 150

62

R 1.03

8,400

800

200 2,470

IPE 180

984

F

4

1,670

5,060 650 150

860

C

UNP 220

afschot 1°

1,100

Alle maten in het werk en onderling te controleren

2,100

2

350

2,160

650

IPE 220

1,733

2,160

2,260

9,030 Nok

4500 +P

1930 +P

1,360

IPE 180

hwa 150x80

1,360

3,800

1,034

afschot 1° D 1.03

100 100

7730 +P

2,400

UNP 220

HWA conform opgave EARTH

200

afschot 1°

A

6170 +P

9,680

150

1,033

1,800

G

5

100

H 01

200

hwa 80 x 150

3

650 150

C

200

4820 +P

B ODe UW V O-OWisman R BER EIDING Familie Graaf

afschot 1°

100

1,800 100

opdrachtgever

IPE 220

R 1.00

1,034

D 1.02

1,040

860

R 1.02

5,260

B

B

F

4

afschot 1°

3

spant HE200 A binnenkant kolom afwerken met gipsplaat t.b.v. stucwerk

100 250 4,700

4,560

A

C

80

3,800

120

1,733

1,500

Kadoelenweg 141, Amsterdam

120

1,034

D 1.03

2,000

Woonhuis De Graaf

8,400

2,640

1,033

betonbalk 250 x 610 (in vloer)

100

100

80x80x4 binnenkant kolom afwerken met gipsplaat t.b.v. stucwerk

2,160

150

B

hwa 150x80

D

UNP 220

R 1.00

150

1,040

3

spant HE200 A binnenkant kolom afwerken met gipsplaat t.b.v. stucwerk

Spant 150mm verschoven!

vide

250

B

A

350

E

9030 +P

project

project

D 1.01

650

IPE 180

100

12,220

datum

Alle maten in het werk en onderling te controleren Alle constructieve delen conform opgave constructeur

2,550

hwa 150x80

200

120

1,034

D 1.02

vide

spant HE200 A binnenkant kolom afwerken met gipsplaat t.b.v. stucwerk

2,650 700 100

spant HE200 A

62

binnenkant kolom afwerken afschot 1° met gipsplaat t.b.v. stucwerk

1,200

schoorsteenpijp

350

100

984

1

2,310

5

BOUW V OOR BER EIDING afschot 1°

3

Aantal: 16 Optrede: 180 Aantrede: 225 Hoogteverschil: +2880

100

E

2,640

120

2

2-1

-0

A 28

28

1,300

RM

650

1e verdieping

D

C

betonbalk 250 x 610 (in vloer)

150

80x80x4 binnenkant kolom afwerken met gipsplaat t.b.v. stucwerk

A

1,040

1,770

grind met buis naar afvoerput

815

E

D schoorsteenpijp

12

F

hwa 150x80

1,586

320

53 266 3

1

G

F

200

C

spant HE200 A binnenkant kolom afwerken met gipsplaat t.b.v. stucwerk

2 2-1 -0 28

spant HE200 A binnenkant kolom afwerken met gipsplaat t.b.v. stucwerk

Spant 150mm verschoven!

A

90 28 28

7,000

E

D

C

C

10

3,500

E

3,499

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350

150

7,440

2,550 2,500

Zuidgevel F

10

tegels op afschot

2,000

984

kolom 80 x 80 x 4

70

D 0.02

984

met gipsplaat t.b.v. stucwerk

1,100 5,260 4,560

350

1,220

grind met buis naar afvoerput

100

320

53 266 3

1

1,000

2,800

D 0.09

1,770

-370P

815

D 0.08

956

-420 P

UNP 220

tegels op afschot

1,586

4,200

3,300

3,300

350

2,260

R 1.02

UNP 220

2,414

Lisdoddelaan 29 Lisdoddelaan 29 1087 KB Amsterdam 1087 KB Amsterdam T 020 - 461.46.00 T 020 - 461.46.00 F 020 - 461.03.22 F 020 - 461.03.22 200 150 2,414 E info@equipeamsterdam.nl E info@equipeamsterdam.nl datum

100

spant HE200 A 120 980 120 1,090 binnenkant kolom afwerken

2,300

500

2

R 0.04

hwa 150x80

670 70 848 70

70

PEIL 0

2,750

778

280

1,040

350

56 266

3

28

200

8,400

320

320

5,060

200

70

100

2,490

E

2,000

120

2,310

1,100 2,190 1,060 220

380

3,500

3,499

-420 P

G

-370P

-370P

D 0.08

F

4,868

350

1,000

D 0.09 tegels op afschot

-420 P

tegels op afschot

4

2,730

56 266

500

3,530 2

3,880

4,200

350

1,090

kolom 80 x 80 x 4

2 check maat 2-1 constructeur -0 28

7,700

120

150

984D 0.06

2,680

28

3

200

8,400

320

A

370-P

980

70

2,350

120

R 0.04

120

956

D spant HE200 AD 0.03 0.01 binnenkant kolom afwerken met gipsplaat t.b.v. stucwerk

778

2,260

984

D 1.01

-02gewijzigde maatv. 12 leidingschacht inwendig 280x1300mm

RM

2,260

spant HE200 A binnenkant kolom afwerken met gipsplaat t.b.v. stucwerk

845

150

5

2 check maat 2-1 constructeur -0 28

open haard (conform opgave leverancier)

1,990

UNP 220

2,500

6,160

2,216

150

1,305

G

F

2004

A

7,700

70

70

700

100

D 1.04

2,500

150

200

3,800

HvZ / DS

200

nummer

\\192.168.1.250\Werkmap\Eq01 Projecten\07 \\192.168.1.250\Werkmap\Eq01 WGKA\02 Archicad\WGKA Projecten\07 WGKA\02 Archicad\WGKA CURRENT1.pln CURRENT1.pln

1:50

Aantal: 16 Optrede: 180 Aantrede: 225 Hoogteverschil: +2880

200

150

1,300

1:50 (A1)

architecten

2,750

nummer project

0 Peil -370 BG

gewijzigde maatv. leidingschacht inwendig 280x1300mm

D 1.06

100

100

1:50 (A1)

1e verdieping 5WGKA 5

Peil = 0

12

2,650

1,160

schaal

AMHvZ / DS

project

gewijzigde maatv. + geluidisolatie

schaal hwa 150x80

3,150

28/02/2012

tekenaar architecten

WGKA

-02-

2

2

28/02/2012

tekenaar

AM

100

2-1

2,941

200

320

4,510

2,260

-0

28

350

+2,590 1e Verdieping

1,090

A

1

Bijgebouw Achtergevel Bijgebouw Achtergevel

2300 (hoogte houten geveldelen) +P

D 1.05

80x80x4 binnenkant kolom afwerken met gipsplaat t.b.v. stucwerk

1,100

650

0 Peil -370 BG

2,500

8,400

100

3

0 Peil -370 BG

D 1.04

3,800

E

4750 datum datum 20mm Kingspan Kooltherm K8 Spouwplaatisolatie +P

420 -P

R 1.01

1,100

2,750

BV Aanzichten BV Aanzichten Oost + West Oost + West

5,470 2e Verdieping

700 100

1,300

120

3,800

tekening

4

+2,590 1e Verdieping

62

100

980

2,640

3,150

3,150

+2,590 1e Verdieping

D 1.06

2

120

3,530

3,880

hwa 150x80

schoorsteenpijp

350

150 650

370-P

70

70

984

120

gewijzigde maatv. + geluidisolatie

1,300

2,750

1,100

opdrachtgever

B

2

80x80x4 binnenkant kolom afwerken met gipsplaat t.b.v. stucwerk

Familie De Graaf Familie De Graaf tekening

D 1.05

984

280

2-1

-0

100

100

3

8,400

100

opdrachtgever

1,100

11,870

100

100

28 1,160

650

1,100

9,030 Nok

350

280

5

150

E

str.E 30mm verschoven!

2 2-1 -0 28

open haard (conform opgave leverancier)

320

120

200

848

2125 x 450 opening -185 P

984

D 0.02

986

2,260

2,216

A 28

spant HE200 A binnenkant kolom afwerken met gipsplaat t.b.v. stucwerk

2,260

A

R 1.01

350

G

5,260 2,414

E Kadoelenweg 141, Kadoelenweg Amsterdam 141, Amsterdam

2310 +P

2310 (b.k. muurafdekker) +P

Bijgebouw Voorgevel Bijgebouw Voorgevel

1:50

920 600

D 0.05

150

3,800

150

hwa 150x80

200

230mmx28mm Regelwerk hoh 600mm Woonhuis De Woonhuis Graaf De Graaf

F

4500 +P

1,770

A

D

C

D 0.06

5,060 100x100x4 binnenkant kolom afwerken670 1,090 met gipsplaat t.b.v. stucwerk

2 2-1 -0 28

120

A

Spant + kolom 150mm verschoven!

70

70

4,510

4,700

700

200

2,640

350

project

5

2310 +P

project

5,470 2e Verdieping

4

4750 +P

7855 dak bijgebouw 49.5° +P

dak bijgebouw 49.5°

2310 +P

4750 +P

5,470 2e Verdieping

3,150

E

420 -P

G

1,550

R 0.03

6,160

700 100

A

2,750

PV paneel

350

980

778

D 0.03

62

B

984

B

hwa 150x80

1,100

650

D

9000 +P

2310 +P

310

100

2,414

Alle maten in het werk enAlle onderling maten in te het controleren werk en onderling te controleren Alle constructieve delen Alle conform constructieve opgave constructeur delen conform opgave constructeur

C

500

2,500 980

R 0.02

C

11,870

4,560 5,260 150

A

200

5

B

200

350

500

114

UNP 220

B

begane grond

spant HE200 A binnenkant kolom afwerken met gipsplaat t.b.v. stucwerk

10

9,030 Nok

350

A

1,550

R 0.05

B

grind met buis naar afvoerput

riolering

A

150

875

D 0.00

B

hwa 150x80

5

40mm Kingspan Kooltherm K8 Spouwplaatisolatie 9,030 Nok

70

4,412

4,700

A

3 7

120

70

280

UNP 220

4,560

1

5

986

450 D 0.05

2,850

2,000

2

begane grond 4

2,680

NOK +9000

1

spant HE200 A binnenkant kolom afwerken met gipsplaat t.b.v. stucwerk

grind met buis naar afvoerput

R 0.01

hwa 150x80

4,200

2,750

Westgevel

3

70

2,862

D 0.00

100

2

2 4

2,260

kolom 101 6x8

778

D 0.04

4,660

1,550

310

D 0.01

100

2,750

PEIL 0

D 0.07

R 0.05

300

tegels op afschot

riolering

invoeren

200

114

3,088

100

2

370-P

1

3

875

1,990

70

1,300

1,100

2

Aantal: 16 Optrede: 185 Aantrede: 225 Hoogteverschil: +2960

1

62

8,400

8,400

3

1

2125 x 450 opening -185 P

4,412

2,000

1,562

R 0.01

1,100

2,750

1

450

R 0.02

A 28 -0212

2,862

100

100

E

0 Peil -370 BG

0 Peil -370 BG

Westgevel

e zinc afdekkap

14,690

-420 P

280

4,660

leidingschacht inwendig 280x1600mm

300

D 0.04 100x100x4 binnenkant kolom afwerken met gipsplaat t.b.v. stucwerk

PEIL 0

4,200

4

150 plintsteen

Oostgevel

4,700

2,850

D 0.07

370-P

3

4,200

2

A

tegels op afschot

+2,590 1e Verdieping

invoeren

Oostgevel

Aantal: 16 Optrede: 185 Aantrede: 225 Hoogteverschil: +2960

100

2

2,750

1,100

150 plintsteen

0 Peil

320

120

R 0.03

1

3

8,400

0 Peil

100

hwa 150x80

kolom 101 6x8

1,300

100x100x4 binnenkant kolom afwerken met gipsplaat t.b.v. stucwerk

2 2-1 -0 28

leidingschacht inwendig 280x1600mm

A 28 -0212

100x100x4 binnenkant kolom afwerken met gipsplaat t.b.v. stucwerk

-420 P

62

3,650

3,088

1,562

100

E 8,400

+2,590 1e Verdieping

3,960

600 150

R 0.02

1,100

Peil = 0

150 650

Spant + kolom 150mm verschoven!

A

B

A

PEIL 0

noodoverloop

920 600

200

3 4,560 950 350 200

5

noodoverloop

1,550

R 0.02

2

5,470 2e Verdieping

4

D

2310 +P

noodoverloop

980

200

hwa 150x80

R 0.02

1

5,470 2e Verdieping

4,200

noodoverloop

Peil = 0

50

2,680 kolom 101 6x8

150

hwa 150x80

350 200

-420 P

14° dakkapel

kolom 101 6x8

14° dakkapel

-420 P

15° dakkapel

2,750

2310 +P

noodoverloop

noodoverloop

2,500

schoorsteenpijp

1,510

950

15° dakkapel

5

noodoverloop

noodoverloop

Team : Equipe Architecten (Huib van Zeijl, Daniëlle Segers) Description : Private dwelling in Amsterdam North, Netherlands, under construction, 2011 Role: Responsible for the translation of a sketch design into planning permit and construction drawing set. Production of final construction set of drawings, design of principle details, management of BIM model, visualizations. Correspondance with client and engineer.

E

2,260

14,690

dak 47°

4500 +P

str.E 30mm verschoven!

2 2-1 -0 28

4,700

R 0.02

4500 +P

A

4,560

dak 47°

D

9,030 Nok

9,030 Nok

C

9,030 Nok

B

9,030 Nok

5

A

9000 +P

9000 +P

5

N

1

N

1

HvZ / DS

project

nummer

WGKA

4

\\192.168.1.250\Werkmap\Eq01 Projecten\07 WGKA\02 Archicad\WGKA CURRENT1.pln

Lisdoddelaan 29 1087 KB Amsterdam T 020 - 461.46.00 F 020 - 461.03.22 E info@equipeamsterdam.nl datum

3590 +P

H01

naar HWA

refab beton balk (inclu. vloer) onform opgave constructeur) 650x210

250

houten trap

50 perinsul foamglass

2590 +P

180

610

1

200 IPE

2370 +P

HE200A spant gipskarton op regelwerk

E07

2310 +P NOTE : aandachtspunt corresponderende peilmaat Details 07 / 18 / 14

160 breedplaatvloer

ADAM MURRAY

9


curriculum vitae.professional.coursework

Project : Poolhouse Team : Moull Murray Architects Andrew Murray Description : The addition of a pool house to a dwelling, Brighton, Completed 2009 Responsibilities : Concept design, production of construction set of drawings, visualizations.

Project : Bay St. Penthouse Team : Moull Murray Architects Andrew Murray, Craig Webster Description : The addition of a private penthouse to an office building, Brighton, Completed 2008 Responsibilities : Production entire construction set of drawings, management of BIM model, correspondance with sub contractors and suppliers.

ADAM MURRAY

10


curriculum vitae.professional.coursework

Project : Bay St. Apartments Team : Moull Murray Architects Andrew Murray, Ken Moull Description : The extension of an existing building, Brighton, Planning Permit Approval 2010 Role: Concept design, Planning Permit, management of BIM model, visualizations. The Bay St. apartments is an extension to existing urban fabric on the high street of Brighton, a bay side suburb of Melbourne. Residential setbacks determined the new envelope. The proposed design features stacking perforated metal louvers which frame the original building at either end. These stacking, semi opaque louvers offer climate and privacy control in addition to the architectonic expression of a â&#x20AC;&#x153;frameâ&#x20AC;? to the existing building. A critical task was designing the rooftop penthouse in a way as not to dominate the existing building. It is therefore set back, and its roof keeps in profile with the existing building in a modern, sharp and curvaceous manner.

ADAM MURRAY

11


All concrete shall comply with "A.S.3600 - Concrete Code" (1988) and shall be minimum 20 MPa unless otherwise specified.

13. BLADE WALS : PAINTED RENDER : WHITE 14. ALUMINIUM SCREEN

Reinforcement shall comply with "A.S.1302 (1991) - Steel Reinforcing Bars for Concrete". "A.S.1303 (1991) - Hard Drawn Reinforcing Wire for Concrete", and or "A.S.1304 (1991) - Hard Drawn Steel Wire Reinforcing Fabric for Concrete".

15. GLAZING : LOW E EVERGREEN OPAQUE FILM TO1700 16 . ALUCOBOND CLADDING

All brickwork shall comply with "A.S.3700 (1988) MasonryCode". All framing timbers shall comply with "A.S.1684 (1979) -A.S.1720 (1988)" and all codes refered to therein.

E

D

C

B

curriculum vitae.professional.coursework

All glazing shall comply with "A.S. 1288 (1989) - Glass Installation Code".

A

Safety glazing to comply with "A.S. 1288 (1989)" part 1 rule 1.3.4 (m) and rule 4.4.3. All lighting and ventilation shall comply with the requirements of part F4 of the B.C.A. Storm water is to be taken to a legal point of discharge to the satisfaction of all local authorities.

PROPOSED PARAPET LEVEL 30.280AHD

All electrical, telephone and television services to the site to be terminated as necessary and connected into the existing service in accordance with the requirements of the local authorities.

500

30.280

Stair goings shall be min. 250mm and max. 395mm (private stair). Stair risers shall be min. 115mm and max. 190mm No gap greater than 125mm between steps. Handrails to be 865mm above the nosings of stair treads

3 29.320

4

Provide impervious floors to laundry, bathroom and kitchen, and impervious walls to a height of 1800mm min. around shower and bath and immediately adjacent or behind a trough, basin or sink to a height of 300mm aboce the fixture in accordance with 47.8 of the V.B.R.'s and F1.7 of the B.C.A.

28.770 (AHD)

5

W 3.02

Services (power, water, gas etc.) shall be excavated for, laid and backfilled in accordance with the requirements of the governing authorities.

10

27.270 (AHD)

500

EXISTING ROOF LEVEL 26.135AHD

11

2,500

5

W 2.05

2

W 2.04

Emergency lighting and exit signs are to be installed throughout to comply with "A.S.2293.1" Stairs to be constructed in accordance with clause 9 of A.S.1428.1

LINE OF EXISTING ROOF SHOWN DASHED TO BE DEMOLISHED

300

penthouse level 2 Michelle Fisher 7

11

7

7

10

OPAQUE SCREEN 1700 ABOVE F.F.L

1

1

EXISTING 2 STOREY FLATS

21.890 (AHD) EXISTING FIRST FLOOR 21.170AHD

1

300

20.993 (AHD)

2,881

3,019

3,527

19.700 (AHD)

19.600 (AHD)

2,870

3,023

11

7

7

scale @ A1 |1:50

scale @ A1 |1:50

8

139A ALMA ROAD, EAST ST KILDA

ELEVATIONS NORTH ELEVATION 1:50 PLOT DATE

SCALE

22/03/2011

1

8

1

8

1

ARCHITECT

WL / CW

AM

10104 .

2

3

4

5

1:*

DRAWN

PROJECT NUMBER AMMENDMENTS REV. DATE

3.1 AA

EXISTING GROUND FLOOR 18.000AHD

ALMA RD. APARTMENTS

CLIENT

DRAWING

17.800 (AHD)

NORTH ELEVATION

PROJECT

M. FISHER

7

EXISTING GROUND FLOOR 18.000AHD

3.1 AA

Generally all work to conform to requirements of the Building Code of Australia (1990) and Victoria Building Regulations (1983) and all their relevant amendments.

1

NORTH ELEVATION EXISTING

1

All external steelwork to be hot dipped galvanised in accordance with "A.S.1650".

Balustrades to have maximum rail spacing of 125mm

OPAQUE SCREEN 1700 ABOVE F.F.L

10

Window sizes are nominated.

24.070 (AHD)

2,600

REPLACE WINDOW

DEMOLISH PORTION OF EXISTING WALL

INFILL WINDOW

3

W 5 2.06 PROPOSED SECOND FLOOR 24.070AHD

INFILL WINDOW

27.270 (AHD)

8

2

REPLACE WINDOW

PROPOSED 2 LEVEL APARTMENT

2,710

5 PROPOSED THIRD FLOOR 27.070AHD

Team : Moull Murray Architects Description : The extension of an existing building, St Kilda, Planning Permit Approval, 2010 Role: Planning Permit drawing set, management of BIM model, interior design, visualizations.

.

CHECKED

DRAWING NUMBER

REVISION

AMMENDMENT A01.3.1

.

Z:\10104 Alma rd flats\02models\ALMA RD APARTMENTS 14.pln

5

NOTES The Builder shall check and verify all dimensions and levels on site prior to the commencement of any work.

fence 4,315

610

1,275

These drawings shall be read in conjunction with all other consultants documents and specifications. Any discrepancies shall be refered to the Architect before proceeding with the work

23,329

scale @ A1 |1:50

6,001

8,791

3,973

4,456

610

2,113

Proivide protection bollards to services, pipework etc. required and to be located as agreed with project manager on site.

1,968

Demolish existing crossing kerbs and channels and make way for new work. Allow for the reconstruction and regrading of footpaths and construction of crossing to the satisfaction of the responsible authority

4,008

The contractor will be responsible for the relocation of existing council assets such as parking meters, light standard etc. relocate street services as required to carry out building wortks, to the approval of the resposible authority. This drawing is to be read in conjuction with the plan of subdivision and survey drawing for setout purposes. Do not scale documents All concrete shall comply with "A.S.3600 - Concrete Code" (1988) and shall be minimum 20 MPa unless otherwise specified.

LINE OF EXISTING WALLS BELOW

W 2.01

A

W 2.02

W RWH 2.03

A

DP

W

All glazing shall comply with "A.S. 1288 (1989) - Glass Installation Code".

BARBEQUE

Storm water is to be taken to a legal point of discharge to the satisfaction of all local authorities.

6,550

Stair goings shall be min. 250mm and max. 395mm (private stair). Stair risers shall be min. 115mm and max. 190mm No gap greater than 125mm between steps. Handrails to be 865mm above the nosings of stair treads

1,460

TERRACE

Provide impervious floors to laundry, bathroom and kitchen, and impervious walls to a height of 1800mm min. around shower and bath and immediately adjacent or behind a trough, basin or sink to a height of 300mm aboce the fixture in accordance with 47.8 of the V.B.R.'s and F1.7 of the B.C.A. Services (power, water, gas etc.) shall be excavated for, laid and backfilled in accordance with the requirements of the governing authorities.

1,529

LINE OF ROOF OVERHANG OVER

14 3

4

5

6

7

8

9

10

11

12

13

FIRE ESCAPE STAIR 850 28 850

Window sizes are nominated. All external steelwork to be hot dipped galvanised in accordance with "A.S.1650". Generally all work to conform to requirements of the Building Code of Australia (1990) and Victoria Building Regulations (1983) and all their relevant amendments.

C

Emergency lighting and exit signs are to be installed throughout to comply with "A.S.2293.1" Stairs to be constructed in accordance with clause 9 of A.S.1428.1 Balustrades to have maximum rail spacing of 125mm

5,900

1,467

6,860

203

STAIR

LOUNGE

level 2 apartment 2 + 3

D

1,033

4,976

12,450

02 BOUNDARY

VOID ABOVE

FFL 24.070 AHD 2

AA

4,400

PENTHOUSE LOWER LEVEL

W 2.10

D 2.08

500

FW

180

L

D 2.05

BOUNDARY

All electrical, telephone and television services to the site to be terminated as necessary and connected into the existing service in accordance with the requirements of the local authorities.

B

DINING POWDER ROOM

W 2.11 CANOPY BELOW

1,039

W 2.05

D 2.04

1

5,900

All lighting and ventilation shall comply with the requirements of part F4 of the B.C.A.

EXISTING FIRE PLACE CHIMNEY EXTENDED

COUNTER

100

D

Safety glazing to comply with "A.S. 1288 (1989)" part 1 rule 1.3.4 (m) and rule 4.4.3.

FW

W 2.04

SHELVING

6,550

610

PANTRY

FRIDGE/ FREEZER

ROBE

D 2.01 D 2.03

12,450

D 2.07

KITCHEN ENSUITE

ROBE

C

D 2.06

FW

BEDROOM 2

AA

LAUNDRY

3,900

5,590

5,590

BEDROOM 3

All framing timbers shall comply with "A.S.1684 (1979) -A.S.1720 (1988)" and all codes refered to therein.

2,690

D 2.02

D

ENSUITE

penthouse level 1 Michelle Fisher

All brickwork shall comply with "A.S.3700 (1988) MasonryCode".

OPAQUE SCREEN 1700 ABOVE F.F.L

W 2.11

B

Reinforcement shall comply with "A.S.1302 (1991) - Steel Reinforcing Bars for Concrete". "A.S.1303 (1991) - Hard Drawn Reinforcing Wire for Concrete", and or "A.S.1304 (1991) - Hard Drawn Steel Wire Reinforcing Fabric for Concrete".

1,828 PROJECT

1,500

W 2.09

RWH

E

ALMA RD. APARTMENTS

W 2.06 W 2.08

W 2.07

E

CLIENT

LINE OF EXISTING WALLS BELOW

3,696

2,070 5,766

3,895

610

4,542

610

3,771

15,360

M. FISHER

1,832

DRAWING

1,968

PLANS 2ND FLOOR (NEW PENTHOUSE)

BOUNDARY DEMOLISH

3.1 AA

3.1 AA

EXISTING BRICKWORK NEW WALLING NEW LIGHTWEIGHT WALL

SECOND scale @ A1 |1:50

139A ALMA ROAD, EAST ST KILDA

RWH

WALL LEGEND 1:50

PLOT DATE

SCALE

22/03/2011

1:*

DRAWN

ARCHITECT

WL / CW

AM

CHECKED

PROJECT NUMBER

DRAWING NUMBER

REVISION

10104

A01.2.4

-

alma rd apartments

Z:\10104 Alma rd flats\02models\ALMA RD APARTMENTS 14.pln

ADAM MURRAY

12


curriculum vitae.professional.coursework

Project : Extension to office, Tulip St., 2008 Team : Moull Murray Architects Role : Production ofpreliminary design set of drawings,

Project : Holmesglen Tafe Renovation, Moorabin, 2010 Team : Moull Murray Architects Role : Production of construction drawing set, visualizations, management of BIM model.

Project : Private dwelling, Black Rock, 2009 Team : Moull Murray Architects Role : Production of construction drawing set, visualizations, management of BIM model.

ADAM MURRAY

13


curriculum vitae.professional.coursework

2010 University of Melbourne Masters Thesis Design Studio : Urban Design Tutor : Justyna Karakiewicz

1

JOHN WARDLE GLEN MURCOTT NEUTELINGS RIEDIJK BEN VAN BERKEL WSH FOOEY

MULTIPLE AUTHORSHIP

+8A

HD B

OULE

NG

LLI

E DW

VARD Q

BB

3.2M

HD M ARKE

+1.5

2

ENVELOPE GENERATED BY PARAMETRIC MASSING SYSTEM

3

ENVELOPE SUBDIVISION AND RATIONALIZED

4

SHIFTING OF MODULES CREATION OF ADDITIONAL SPACES ARTICULATION OF PUBLIC REALM

AHD

CAR

T PLA

GA

PARK

HT

LIG

CA

B

CLU

FE/

ZA

ULAT

RY LLE

RED

+5 A

CIRC

NG

LLI

E DW

ION

This thesis project is an excursion into the field of density. In particular, this thesis seeks to propose a method generating a quality urban realm through the implementation of hybrid building interventions. To suburban Australians, the word density brings a plethora of negative connotations. The task of the achitect is therefore to create a generous density, a density rich in public space, greenery and activities, and a density that is on the human scale. The essential mix refers to the necessary mix that is essential to a quality urban environment. By learning from Dutch medievel urban precedents, and extracting the principles that made these environments successful, I was able to formulate an appropriate contemporary response to the problem of implementing density in Australia. Key to the project was the decision to implement an appropriate “massing system” at the urban level, which could be informed by site and density requirements. The massing system can be seen as a large scale template for small grain development.

ADAM MURRAY

14


TEEL STEEL COLUMNS STEEL COLUMNS COLUMNS STEEL AND AND BEAMS COLUMNS AND BEAMS BEAMS CLAD CLAD AND IN CLAD CONCRETE IN BEAMS CONCRETE IN CONCRETE CLAD WITH IN WITH CONCRETE CONCRETE WITH CONCRETE CONCRETE WITH CORES CORES CONCRETE CORES CORES

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curriculum vitae.professional.coursework

2010 Technical University of Delft, The Netherlands Masters Design Studio : Materialization and Design Development (MADD) Tutor : Aldo Trim http://www. planesight.eu/

The design project was a chance for me to explore rigorous Dutch levels of building envelope detailing. The premise of this studio was that architectural quality is heavily defined at the detail level (the critical detail). The programme for the project was simple; a private art depository for the Museum Boijmans Van Beuningen with the public programmes of restaurant and art gallery. FLOORS: FLOORS: FLOORS: PROFILED PROFILED PROFILED FLOORS: STEEL STEEL PROFILED DECKING STEEL DECKING DECKING AND STEEL AND REINFORCED DECKING AND REINFORCED REINFORCED AND CONCRETE REINFORCED CONCRETE CONCRETE INTERNAL CONCRETE INTERNAL INTERNAL FACADE FACADE INTERNAL FACADE : CELLENBETON : CELLENBETON : CELLENBETON FACADEAND : CELLENBETON AND STEEL AND STEEL SHEETING STEEL SHEETING AND SHEETING STEEL OVER OVER DEPO, SHEETING OVER DEPO, GLAZING DEPO, GLAZING OVER GLAZING OVER DEPO, OVER OVER GLAZING OVER PUBLIC PUBLIC SPACE SPACE PUBLIC SPACE PUBLIC SPACE

EXTERNAL EXTERNAL EXTERNAL FACADE: FACADE: EXTERNAL FACADE: STEEL STEEL SUB STEEL FACADE: SUB - FRAME SUB - FRAME STEEL - FRAME SUB - FRAME

POLCARBONATE POLCARBONATE POLCARBONATE CLADDING POLCARBONATE CLADDING CLADDINGCLADDING

These public programmes were to engage with the future boulevard to be created along the river Maas. The form of the building is split into a two - the lower levels are public and hence transparent whereas the upper levels store art are therefore closed.

The form of the lower part of the building was driven by an exaggerated public circulation loop. The result is an expressive and inviting public building form. A lightweight double skin facade of polycarbonate cladding was employed to achieve varying degrees of transparency.

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ART ART ART DEPO, DEPO, DEPO, DEPO, MAASHAVEN MAASHAVEN MAASHAVEN MAASHAVEN MADD MADD MADD MADD DESIGN DESIGN DESIGN DESIGN PROJECT PROJECT PROJECT PROJECT ::: : ART AR1MA010 AR1MA010 AR1MA010 AR1MA010

ADAM MURRAY

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curriculum vitae.professional.coursework

2009 University of Melbourne Masters Design Studio : Explicit Design Process Tutor : Kylie Fitt (http://www.fittdefelice.com/)

The green edge is an architectural model which combines the function of the oblique with landscape elements. A monumental multi-level park is the result. The function of the oblique has the role of facilitating circulation, creating habitable oblique space and allowing light to penetrate the building core. Additionally it is a place to experiment with extensive green roof technology which is at its infancy in Australia. Floor plates, circulatory elements and walls are no longer fragmented by combined into a continuous whole.

ADAM MURRAY

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curriculum vitae.professional.coursework

2009 University of Melbourne Masters Design Studio Team : Adam Murray and Nogol Moshirian Tutor : Steve Hatzellis Learning Fold Fly-through

A conceptual project that investigated how an analogue material system of folded strips could be replicated, controlled and manipulated in a digital format (3dsmax). Our research into the folded strap as a material system has produced a digital model that can be manipulated to the various design diagrams we have inserted into our project. On a macro level, the straps form a â&#x20AC;&#x153;skinâ&#x20AC;? to the internal spaces. On a micro level, these straps can be folded to produce oblique floor planes and furniture.

ADAM MURRAY

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curriculum vitae.professional.coursework

2007 University of Melbourne Bachelor of Architecture Design Studio Tutor : John Sadar

The geometry of the “cells” of the Urban Reef is a distortion of “Weaire Phelan structure”. This structure is an answer to the question, “how can space be partitioned into cells of equal volume with the least surface area between cells?” The Urban Reef is to be a cellular conglomerate, a pattern of cells defined by a set of parameters and flows. The structural logic is based on the cell. Cells are modular and can be combined according to programmati requirements to form continous spaces for use. In order to determine the size of the cell, parameters for conditions of use were examined, such as the turning circle of a truck. Once the spatial requirements were met, cells were arranged according to programmatic diagrams.

ADAM MURRAY

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