Portfolio

N

datum

Lisdoddelaan 291087 KB AmsterdamT 020 - 461.46.00F 020 - 461.03.22E [email protected]

nummer

tekenaar

schaal

tekening

opdrachtgever

project

28/02/2012print datum

Familie De Graaf

BV Details 1:10E-E 01 - 08

Woonhuis De GraafKadoelenweg 141, Amsterdam

9\\192.168.1.250\Werkmap\Eq01 Projecten\07 WGKA\02 Archicad\WGKA -CURRENT1.pln

code

WGKA

architect

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

1:10, 1:100 (A1)

AM HvZ / DS

G F E D C AB

02 03

05

10

06

04

420

2,26

0

2,35

038

0

2,68

0

380

2,33

4

610

250

180

262

185

225

227

taatsdeur hoogte 1960+P

2310+P

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toiletruimte slaapkamer

onbenoemde ruimte

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34

HE200A spantgipskarton op regelwerk

houten trap

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

650x210

HE220A Latei

UNP 220

naarHWA

200 IPE

50 perinsulfoamglass

160 breedplaatvloer

NOTE : aandachtspuntcorresponderendepeilmaatDetails 07 / 18 / 14

40mm Kingspan Kooltherm K8 Spouwplaatisolatie



gezette zinc afdekkap

DETAIL IN OVERLEGMET AANNEMER

DETAIL IN OVERLEGMET CONSTRUCTEUR


langsdoorsnede E-EHoofdgebouw

E01

D

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 +++)- geïntegreerde zonwering DUCO 120 Corto- neggenkanten afwerken in stucwerk als gevelbekleding- buiten aluminium waterslag kleur als gevel- natuursteen vensterbank aan binnenzijde

NOK+9000

E02 E03

E04

E05

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

E06

E07

E08

AE

2310+P

H01

2370+P

Peil = 0

opbouw dak (ca. 47°)

Rc=6m²k/wZie details c04 - c06

230mmx28mm Regelwerk hoh 600mm

fundering(conform opgave constructeur )

plintsteen tot 200+mv

ADAM MURRAY

portfolio

ADAM MURRAY 2

curriculum vitae.professional.coursework

Contact Details-

Adam MurrayGraduate Architect,

Melbourne, Australia

Born :27 October 1986,

Durban, South Africa

Languages : English (Native)Dutch, Afrikaans

Address: 89A Mitford St.

Elwood3184

Mobile:0423452118

Email:[email protected]

Website:www.designadam.com

Education : -

Master of Architecture2009-2010 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

St Leonards College2004 International Baccalaureate Diploma Programme

ENTER : 99.75

Awards and Publications2010 Global Mobility Scholarship, University of Melbourne

2009 Runner up Cityscape 2020 competition 2007 Dean’s Honours List in Architecture, University of Melbourne2007, 2006 ‘Eyes’ University Publication of Selected Student Work

Relevant Employment History: -

Equipe Architectenhttp://www.equipeamsterdam.nl/

Amsterdam, The Netherlands2011 - 2012

Graduate Architect

Moull Murray Architectshttp://www.moullmurray.com/

Brighton, Melbourne2011

Graduate Architect2006 – 2010

Architectural Assistant

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

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

PresentationAdobe Photoshop

IllustratorIndesign

Office AdminMicrosoft Office Suite

WebBasic web design

ADAM MURRAY 3


Project : Private Villa in Nijmegen, NetherlandsTeam :Equipe Architecten (Huib van Zeijl, Daniëlle 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 4


nummer

tekenaar

schaal

tekening

opdrachtgever

project

AM/HvZ

4/11/12

print datum

dhr. J.E.T.M. Lenferink

Details

Doorsnede AA

Woonhuis VlietbergVlietberg 6a te Ooij, Gemeente Ubbergen

BV09

Werkmap:Eq01 Projecten:05 WLVO:02 Archicad:WLVO-BV-jan2012.pln

1:10 A1 (841x594)1:20 A3 (297x420)


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randprofiel CFU 200x60mm

stalen lamellen, kleur wit

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k.b. onderbreking teflon 20mm100 x 65 hoekprofiel

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META-glas schuifdeur, h=3200mm

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100x100 kolom

hoogwaardige isolatie 30mm

3420+P

a05

a01

doorsnede aa

a06a07a02

a08

a09

a10

a04a03

glasgevel niveau -1

- Aluminium pui met draaikiepramen, blank geanodiseerd- HR++ beglazing

opbouw dichte gevel

- open gevelbekleding: - Inlands Lariks, vertikale latten 26x40mm, 60mm h.o.h. - behandeld met Olympic Stain, neutraal - houten regels 22x50mm - houten stijlen 10x30mm- waterkerende dampdoorlatende folie- HSB-invulling: - stijlen 38x175mm - isolatie Rockwool Bouwplaat 211 VARIO, 170mm Rc = 4,85 m2K/W- draagconstructie: stalen kolommen 100x100mm- dampremmende laag (Check: evt. al opgenomen in bouwplaat!)- Underlayment: ECO-Board panel (brandvertragend) 1 x 12,5mm of OSB Smartply constructieplaat 1 x 11mm- gipsplaat 1 x 12,5mm- stucwerk

vloeropbouw beganegrond

- vloerafwerking 2/3mm gietvloer- afwerklaag 60mm incl. vloerverwarming- bekistingsplaatvloer dik 300mm (incl. schil en stalen randligger HE220A of

Slimfloor)

dakopbouw

- vegetatiemat / sedumtapijt- daktuinsubstraat op filtervlies- drainagemat op polyestervlies- randtegel 300x300mm op drainagemat voor beeindiging vegetatiedak- dakbedekking bitumineus- afschotisolatie 16mm/m Kingspan Kooltherm K4, Rc ! 5 m2K/W- dampremmende laag- verzinkte dakplaat SAB 106R/750, kleur wit RAL 9003- verlaagd plafond: - loze ruimte t.b.v. doorvoer leidingen en inbouwverlichting - gipsplaat 2 x 12,5mm - stucwerk, wit

vloeropbouw niveau -1 buitenterras patio

- opstand boven isolatie !150mm- tegels 600x600x40 op tegeldragers- drainagemat 20mm- waterkerende laag- afschotisolatie, afwatering patio naar pompput- betonvloer 250mm

vloeropbouw niveau -1 binnen

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hwa

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UPE 200 i.p.v. hoekprofiel

aangelaste onderplaat

keldervloer 300mm dik i.p.v. 250mm

UPE 200 i.p.v. hoekprofiel

aangelaste plaat b = 120mm

nummer

tekenaar

schaal

tekening

opdrachtgever

AM/HvZ

4/11/12

print datum

dhr. J.E.T.M. Lenferink

Aanzichten BouwplanAanzichten

Werkmap:Eq01 Projecten:05 WLVO:02 Archicad:WLVO-BV-jan2012.pln

N

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


BV07

project

Woonhuis VlietbergVlietberg 6a te Ooij, Gemeente Ubbergen

Bouwvoorbereiding

fase

4 2 19 8 7 6 5 3

2,850 2,850 2,850 2,850 2,850 6,575

8,550 5,700 6,575

dvb

draai kiep achterhouten delen

draai kiep achterhouten delen

vast glas achter teopenen houten

geveldelen

H F E D C B AGI

2,610 2,530 2,530 3,100 3,100 3,100 3,100 2,695

0

BG 15m+NAP

3,000

18m+NAP

3,480

18,48m+NAP

0

BG 15m+NAP

3,000

18m+NAP

3,480

18,48m+NAP

1 2 4 5 6 7 8 93

3,935 6,575 2,850 2,850 2,850 2,850 2,850

6,575 14,250

dvb

A B C D E F HG I

2,695 3,100 3,100 3,100 3,100 2,530 2,530

15,095 5,060

0

BG 15m+NAP

3,000

18m+NAP

3,480

18,48m+NAP

0

BG 15m+NAP

3,000

18m+NAP

3,480

18,48m+NAP

-2960

Kelder 12.04m+NAP

Oost

Noord

West

Zuid

KelderKelder

datum aangepast ontwerp BV: 10 november 2011

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

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

ADAM MURRAY 5


Team :Equipe Architecten ( Huib van Zeijl, Daniëlle Segers)Description : Van Helvoirt Groenproject company headquarters , Tilburg, Netherlands, completed 2012Role : 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 6


werkplaats Y10IJburglaan 632 H

1087 CE amsterdamT 020 - 4161894

E [email protected]

opdrachtgever

03 Kantoor Projectleiders

03d Bureaus

Nieuwbouw Van Helvoirt Groenprojecten BVOisterwijksebaan 8a Berkel-Enschot

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

Van Helvoirt Pensioen BV UKHBproject tekening datum schaal projectcode tekeningnr.

169/12/2011 1:100, 1:50 [A3 297x420mm]

M 1: 10 UK HB.BAdatum: 07 september 2009

Proyecto Roble

Proyecto Roble

logo 'Pr oyecto Roble' UK HB.sitedatum: 29 mei 2011

los logo zonder naam

kop website (breedte als Vitura)

Alle maten in het werk en onderling te controleren

3,000

800

1,500 40 1,100 360

1,300900

400

blad in hoogte verstelbaar

vloerpot

aanzicht kastzijde

zijaanzicht Noordbovenaanzicht

aanzicht werkbladzijde

zijaanzicht Zuid

langsdoorsnede

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

doorvoer 80ø

doorvoer 80ø

6069

036

025

238

750

650

1,400

open vak

klepkast

kast

712

3861

238

750

650

1,400

werkplaats Y10IJburglaan 632 H

1087 CE amsterdamT 020 - 4161894

E [email protected]

opdrachtgever

03 Kantoor Projectleiders

03a Loket

Nieuwbouw Van Helvoirt Groenprojecten BVOisterwijksebaan 8a Berkel-Enschot

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

Van Helvoirt Pensioen BV UKHBproject tekening datum schaal projectcode tekeningnr.

139/12/2011 1:50, 1:100 [A3 297x420mm]

M 1: 10 UK HB.BAdatum: 07 september 2009

Proyecto Roble

Proyecto Roble

logo 'Pr oyecto Roble' UK HB.sitedatum: 29 mei 2011

los logo zonder naam

kop website (breedte als Vitura)


1,000

40 1,200 1,200 1,200 1,200 1,200 40

350

1552

015

100

6,080

40 600 600 600 600 600 600 600 600 400 400 400 40

60 postvakken 15 postvakken

1,100

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ecoplex stabilo massief38mm + linoleum 2.5mm

hoeken in verstek

1,100

700

360

40

1,000

1,000

Forbo linoleum: Walton Cirrus - "coral red" 2.5mmopecoplex stabilo massief

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

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

doorsnede

aanzicht loket

horizontaal doorsnede a

aanzicht projectleiders zijaanzicht

bovenaanzicht

horizontaal doorsnede b

b

a

Team :Equipe Architecten (Huib van Zeijl, Daniëlle Segers)Description : Interior design for Van Helviort Groenproject head office. Netherlands, complete 2012Role: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.

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 7


Team :Equipe Architecten (Huib van Zeijl, Daniëlle Segers) in conjunction with Upfrnt Co-OperativeDescription : 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 Co-Operative.

ADAM MURRAY 8


b e s t a a n d

u i t b r e i d i n g

r e n o v a t i e

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

b e s t a a n d


r e n o v a t i e


b e s t a a n d


r e n o v a t i e


werkplaats Y10

IJburglaan 632 H

1087 CE amsterdam

T 020 - 4161894

E [email protected]

opdrachtgever

1.2 Werkkamer

VWHB

project tekening datum schaal projectcode tekeningnr .

BV93/12/2012

1:50, 1:100, 1:10, 1:5 [A3 297x420mm]familie Hendriks vernieuwing woonhuis BilthovenDa Costalaan 20

Bouwvoorbereiding


5,1

10

36

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1,4

90

40

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zwart krijtbord op schuifdeur track

mdf krasvaste lak Sigma satin gloss kleur WIT

rubberwood/eiken hout/ecoplex/mdf blad n.t.b.

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werkplaats Y10

IJburglaan 632 H

1087 CE amsterdam

T 020 - 4161894

E [email protected]

opdrachtgever

2.4 Badkamer

VWHB


BV163/12/2012

1:50, 1:100, 1:10 [A3 297x420mm]familie Hendriks vernieuwing woonhuis BilthovenDa Costalaan 20

Bouwvoorbereiding


1,100 100310 890

2,400

52

04

60

77

52

00

98

49

71

2,110 866

2,760

1,9

55

67

56

16

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1,9

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110 980

600 490 10

70

Grohe Nova cosmopolitanbedieningsplaat

Kludi Bingo Star wastafelkraan

HansGrohe Ecostatshowerpipe compleet

Grohe Rapid SIwc element met wand bevestiging

Villeroy & Boch Subway 2.0wandclosetpot

easydrain

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1,2

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5.5m2

2,01m2

200

10

0

afschot

afschot

plattegrond

0401 0302

600x600Mosa Maestricht tegels

600x100Mosa Maestricht tegels

plankstuc

stuc

stuc

hoogte in overlegmet opdrachtgever

afwerking borstweringin overleg met aannemer,afhankelijk van positie gording

tegel patroon

D01a

D01b

a b

01

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werkplaats Y10

IJburglaan 632 H

1087 CE amsterdam

T 020 - 4161894

E [email protected]

opdrachtgever

Details 01 02

VWHB


BV3b3/12/2012

1:10 [A3 297x420mm]familie Hendriks vernieuwing woonhuis BilthovenDa Costalaan 20

N

Bouwvoorbereiding


PEIL 0

950+P

900-P

2600+P

2900+P

beplanting sedum op substraatlaaggroendak conform opgave leverancier (alkorplus)

bitumen dakbedekking80>50mm afschot isolatie (16mm/m)

18mm waterproof multiplex170x70mm houten liggers

120mm isolatie Rc = 3,5W/mKdampremmende laag26x40mm regelwerk

12,5mm gipsplaatstucwerk

beplanting sedum op substraatlaaggroendak conform opgave leverancier (alkorplus)

bitumen dakbedekking80>50mm afschot isolatie (16mm/m)18mm waterproof multiplex120x70 houten liggers120mm isolatie Rc = 3,5W/mKdampremmende laag26x40mm regelwerkhouten delen 20x140mm (h.o.h. 150mm)geschilderd WIT RAL 9016

lijngoot (Enka-drain)

- gezette zinken dakrand h = 210mm met lekrand detaillering i.o.m. leverancier- voor maatvoering zie detail 3

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

ruimte in koof voor rail / (rol)gordijn

0102

Constructie conform opgave constructeur J. Aalberts

voor alle constructie-elementen gegevens constructeur aanhouden

BV 03/29/2012 DO

Team :Equipe Architecten (Huib van Zeijl, Daniëlle Segers)Description : Renovation and extension to an 80 year old Dutch mansion, Bilthoven, Netherlands, complete 2012Role:Production of concept, planning and final construction set of drawings, interior design, design of principle details, management of BIM model, visualizations

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.

ADAM MURRAY 9


N

datum


nummer

tekenaar

schaal

tekening

opdrachtgever

project

AM

28/02/2012datum

Familie De Graaf

BV AanzichtenOost + West



project

WGKA

HvZ / DSarchitecten


1:50 (A1)

31 2 4 5

2,73

02,

190

4,53

050

4,86

84,

532

2,68

022

01,

060

1,10

01,

730

1,10

01,

510

2,35

038

0

dak 47°

noodoverloopnoodoverloop

2310+P

4500+P

9000+P

Peil = 00Peil

9,030Nok

35 4 2 1

2,31

01,

280

5,41

29,

002

2,31

027

01,

010

1,10

01,

730

1,10

01,

482

9,00

2

14° dakkapel15° dakkapel

150 plintsteen


31 2 4 5

dak bijgebouw 49.5°

2310+P

4750+P

420-P

2,49

01,

040

500

2,30

0

2310+P

+2,5901e Verdieping

5,4702e Verdieping

-370BG

0Peil

9,030Nok

2,31

028

02,

600

280

2,59

02,

880

3,56

0

+2,5901e Verdieping

5,4702e Verdieping

-370BG

0Peil

9,030Nok

2,31

028

02,

600

280

2,59

02,

880

3,56

0

Oostgevel Westgevel

Bijgebouw AchtergevelBijgebouw Voorgevel

N

datum


nummer

tekenaar

schaal

tekening

opdrachtgever

project

AM

28/02/2012datum

Familie De Graaf

BV AanzichtenOost + West



project

WGKA

HvZ / DSarchitecten


1:50 (A1)

31 2 4 5

2,73

02,

190

4,53

050

4,86

84,

532

2,68

022

01,

060

1,10

01,

730

1,10

01,

510

2,35

038

0

dak 47°


2310+P

4500+P

9000+P

Peil = 00Peil

9,030Nok

35 4 2 1

2,31

01,

280

5,41

29,

002

2,31

027

01,

010

1,10

01,

730

1,10

01,

482

9,00

2

14° dakkapel15° dakkapel

150 plintsteen


31 2 4 5

dak bijgebouw 49.5°

2310+P

4750+P

420-P

2,49

01,

040

500

2,30

0

2310+P

+2,5901e Verdieping

5,4702e Verdieping

-370BG

0Peil

9,030Nok

2,31

028

02,

600

280

2,59

02,

880

3,56

0

+2,5901e Verdieping

5,4702e Verdieping

-370BG

0Peil

9,030Nok

2,31

028

02,

600

280

2,59

02,

880

3,56

0

Oostgevel Westgevel

Bijgebouw AchtergevelBijgebouw Voorgevel

N

datum


nummer

tekenaar

schaal

tekening

opdrachtgever

project

AM

28/02/2012datum

Familie De Graaf

BV AanzichtenZuid + Noord 1:50



project

WGKA

HvZ / DSarchitecten


1:50 (A1)

A C D E F GB

9,00

2

2,31

028

012

01,

200

2,94

11,

305

845

PV paneel

2300 (hoogte houten geveldelen)

+P

4500+P

Peil = 0

9000+P

4750+P

2310 (b.k. muurafdekker)

+P

7855+P

G F E D C AB

1,05

07,

500

1,20

036

0

1,770 2,4002310

+P

4500+P

9030+P

7730+P

6170+P

1930+P

+2,5901e Verdieping

5,4702e Verdieping

-370BG

0Peil

9,030Nok

2,31

028

02,

600

280

2,59

02,

880

3,56

03,

560

2,88

02,

590

280

2,60

028

02,

310

Nok9,030

Peil0

BG-370

2e Verdieping5,470

1e Verdieping+2,590

Zuidgevel1:50

Noordgevel1:50

N

Lisdoddelaan 29

1087 KB Amsterdam

T 020 - 461.46.00

F 020 - 461.03.22

E [email protected]

nummer

tekenaar

schaal

tekening

opdrachtgever

project

AM

datum

Familie De Graaf - Wisman

BV PlattegrondenPlattegrond 1:50


2

project

WGKA

HvZ / DS

architecten


1:50(A1)

B O U W V O O R B E R E I D I N G

C

E

E

B

R 1.02

D 1

.02

D 1.01

D 1

.06

D 1.04

D 1.05

R 1

.03

D 1

.03

350

650

3,1

50

100

3,1

50

650

350

2,7

50

1,1

00

1,1

00

2,7

50

200 150 2,414 1,100 984 62 700 100 2,000 100 1,800 100 2,160 350 1,670 800 80

350 5,260 100 250 1,500 250 100 1,800 100 5,060

12,220 2,470 80

350 5,260 100 6,160

11,870 350 2,550

200 150 2,414 1,100 984 62 700 100 700 2,216 984 2,260

80

9,6

80

80

200

150

2,6

40

120

1,0

40

100

3,8

00

150

200

1,3

60

4,560 4,700 2,260 2,500 7,440 7,000

8,4

00

8,4

00

1,3

60

Aanta

l: 16

Optre

de: 1

80

Aantre

de: 2

25

Hoogte

vers

chil: +

2880

sp

an

t HE

20

0 A

bin

ne

nka

nt k

olo

m a

fwe

rke

nm

et g

ipsp

laa

t t.b.v. s

tucw

erk

80

x8

0x4

bin

ne

nka

nt k

olo

m a

fwe

rke

nm

et g

ipsp

laa

t t.b.v. s

tucw

erk

80x80x4binnenkant kolom afwerkenmet gipsplaat t.b.v. stucwerk

be

ton

ba

lk 2

50

x 6

10

(in v

loe

r)

sp

an

t HE

20

0 A

bin

ne

nka

nt k

olo

m a

fwe

rke

nm

et g

ipsp

laa

t t.b.v. s

tucw

erk

sp

an

t HE

20

0 A

bin

ne

nka

nt k

olo

m a

fwe

rke

nm

et g

ipsp

laa

t t.b.v. s

tucw

erk

sp

an

t HE

20

0 A

bin

ne

nka

nt k

olo

m a

fwe

rke

nm

et g

ipsp

laa

t t.b.v. s

tucw

erk

hw

a 1

50

x8

0h

wa

15

0x8

0

200 IP

E b

alk

in H

SB

wand

check c

onstru

cte

ur

leid

ingschacht

inw

endig

280x1300m

m

sch

oo

rste

en

pijp

vid

e

RM

Sp

an

t 150m

m v

ers

ch

oven

!

gew

ijzig

de m

aatv

.+

gelu

idis

ola

tie

A 2

8-0

2-1

2

A 28-02-12

A 28-02-12

F

4,2

00

2,1

00

2,1

00

120

31,0

34

3100

1,0

33

1,0

34

1,7

33

200

150

2,2

60

100

280

120

980

120

1,0

90

100

2,6

50

150

200

2,160

100 1,300 100

650 860 650 150 200

2,6

40

1,1

60

100

1,3

00

2,5

00

3,8

00

100

3,8

00

IPE

180

IPE

180

IPE

220

UN

P 2

20

UN

P 2

20

UN

P 2

20

hw

a 8

0 x

150

R 1

.00

R 1

.01

afs

chot 1

°

afs

chot 1

°

afschot 1°

afschot 1°

HW

A c

onfo

rmopgave E

AR

TH

FF

EE

33

GG

CC

11

22

44

55

AA

DD

BB

H 0

1

hw

a 1

50

x8

0

hw

a1

50

x8

0

gew

ijzig

de m

aatv

.

R 0.03

R 0

.04

R 0

.01

D 0.00

R 0

.05

D 0

.04

D 0

.06

D 0.05

D 0

.02

D 0

.03

D 0

.01

R 0.02 R 0.02R 0.02

D 0

.08

D 0

.07

8,4

00

8,4

00

950 3,960 3,650 2,680 980 1,550 920

14,690

3,8

80

320

4,2

00

200

150

3,5

30

120

200

4,2

00

4,2

00

8,4

00

120

980

120

1,0

90

670

70

956

70

984

200

150

650

1,9

90

5,0

60

150

200

848

70

4,560 4,700 2,260 2,500

350 600 600 320

300 4,660 100 2,000 114 310 70 986 70 4,510 320

2,862 1,550

4,412

3,088 450 875

1,562 2,850

350

7,7

00

350

120 200200 150

C

E

E

B

op

en

ha

ard

(co

nfo

rm o

pg

ave

leve

ran

cie

r)

Aanta

l: 16

Optre

de: 1

85

Aantre

de: 2

25

Hoogte

vers

chil: +

2960

hw

a 1

50

x8

0h

wa

15

0x8

0

ko

lom

10

1 6

x8

UN

P 2

20

UNP 220

10

0x1

00

x4

bin

ne

nka

nt k

olo

m a

fwe

rke

nm

et g

ipsp

laa

t t.b.v. s

tucw

erk

sp

an

t HE

20

0 A

bin

ne

nka

nt k

olo

m a

fwe

rke

nm

et g

ipsp

laa

t t.b.v. s

tucw

erk

ko

lom

80

x 8

0 x

4

ko

lom

10

1 6

x8

10

0x1

00

x4

bin

ne

nka

nt k

olo

m a

fwe

rke

nm

et g

ipsp

laa

t t.b.v. s

tucw

erk

sp

an

t HE

20

0 A

bin

ne

nka

nt k

olo

m a

fwe

rke

nm

et g

ipsp

laa

t t.b.v. s

tucw

erk

21

25

x 4

50

op

en

ing

-18

5 P

grin

d m

et b

uis

na

ar a

fvo

erp

ut

grin

d m

et b

uis

na

ar a

fvo

erp

ut

leid

ingschacht

inw

endig

280x1600m

m

sch

oo

rste

en

pijp

PE

IL 0

370-P

invoeren

riolering

12

21

3

370-P

PE

IL 0

Sp

an

t + k

olo

m 1

50m

m v

ers

ch

oven

!

ch

eck m

aat

co

nstru

cte

ur

str.E

30m

mvers

ch

oven

!

A 28-02-12

A 28-02-12

A 2

8-0

2-1

2

A 28-02-12

500

1,0

00

2,0

00

2,7

50

1,1

00

1,1

00

2,7

50

4,560 4,700 2,260 2,500 7,440 7,000

3,300 1,586 815 1,770 2,800 100

70

778

70

778

70

984

2,7

50

28

56266

3,5

00

266 5

33

350

3,4

99

320

100 62 1,300 100

100

280

F

tegels

op a

fschot

tegels op afschot

tegels op afschot

FF

EE

33

GG

CC

11

22

44

55

AA

DD

D 0

.09

BB

hw

a 1

50

x8

0

hw

a1

50

x8

0

-420 P

-370P

-420 P

-370P

-420 P

-420 P

begane grond

1e verdieping

29/02/2012

N

Lisdoddelaan 29

1087 KB Amsterdam

T 020 - 461.46.00

F 020 - 461.03.22

E [email protected]

nummer

tekenaar

schaal

tekening

opdrachtgever

project

AM

datum

Familie De Graaf - Wisman

BV PlattegrondenPlattegrond 1:50


2

project

WGKA

HvZ / DS

architecten


1:50(A1)

B O U W V O O R B E R E I D I N G

C

E

E

B

R 1.02

D 1

.02

D 1.01

D 1

.06

D 1.04

D 1.05

R 1

.03

D 1

.03

350

650

3,1

50

100

3,1

50

650

350

2,7

50

1,1

00

1,1

00

2,7

50

200 150 2,414 1,100 984 62 700 100 2,000 100 1,800 100 2,160 350 1,670 800 80

350 5,260 100 250 1,500 250 100 1,800 100 5,060

12,220 2,470 80

350 5,260 100 6,160

11,870 350 2,550

200 150 2,414 1,100 984 62 700 100 700 2,216 984 2,260

80

9,6

80

80

200

150

2,6

40

120

1,0

40

100

3,8

00

150

200

1,3

60

4,560 4,700 2,260 2,500 7,440 7,000

8,4

00

8,4

00

1,3

60

Aanta

l: 16

Optre

de: 1

80

Aantre

de: 2

25

Hoogte

vers

chil: +

2880

sp

an

t HE

20

0 A

bin

ne

nka

nt k

olo

m a

fwe

rke

nm

et g

ipsp

laa

t t.b.v. s

tucw

erk

80

x8

0x4

bin

ne

nka

nt k

olo

m a

fwe

rke

nm

et g

ipsp

laa

t t.b.v. s

tucw

erk

80x80x4binnenkant kolom afwerkenmet gipsplaat t.b.v. stucwerk

be

ton

ba

lk 2

50

x 6

10

(in v

loe

r)

sp

an

t HE

20

0 A

bin

ne

nka

nt k

olo

m a

fwe

rke

nm

et g

ipsp

laa

t t.b.v. s

tucw

erk

sp

an

t HE

20

0 A

bin

ne

nka

nt k

olo

m a

fwe

rke

nm

et g

ipsp

laa

t t.b.v. s

tucw

erk

sp

an

t HE

20

0 A

bin

ne

nka

nt k

olo

m a

fwe

rke

nm

et g

ipsp

laa

t t.b.v. s

tucw

erk

hw

a 1

50

x8

0h

wa

15

0x8

0

200 IP

E b

alk

in H

SB

wand

check c

onstru

cte

ur

leid

ingschacht

inw

endig

280x1300m

m

sch

oo

rste

en

pijp

vid

e

RM

Sp

an

t 150m

m v

ers

ch

oven

!

gew

ijzig

de m

aatv

.+

gelu

idis

ola

tie

A 2

8-0

2-1

2

A 28-02-12

A 28-02-12

F

4,2

00

2,1

00

2,1

00

120

31,0

34

3100

1,0

33

1,0

34

1,7

33

200

150

2,2

60

100

280

120

980

120

1,0

90

100

2,6

50

150

200

2,160

100 1,300 100

650 860 650 150 200

2,6

40

1,1

60

100

1,3

00

2,5

00

3,8

00

100

3,8

00

IPE

180

IPE

180

IPE

220

UN

P 2

20

UN

P 2

20

UN

P 2

20

hw

a 8

0 x

150

R 1

.00

R 1

.01

afs

chot 1

°

afs

chot 1

°

afschot 1°

afschot 1°

HW

A c

onfo

rmopgave E

AR

TH

FF

EE

33

GG

CC

11

22

44

55

AA

DD

BB

H 0

1

hw

a 1

50

x8

0

hw

a1

50

x8

0

gew

ijzig

de m

aatv

.

R 0.03

R 0

.04

R 0

.01

D 0.00

R 0

.05

D 0

.04

D 0

.06

D 0.05

D 0

.02

D 0

.03

D 0

.01

R 0.02 R 0.02R 0.02

D 0

.08

D 0

.07

8,4

00

8,4

00

950 3,960 3,650 2,680 980 1,550 920

14,690

3,8

80

320

4,2

00

200

150

3,5

30

120

200

4,2

00

4,2

00

8,4

00

120

980

120

1,0

90

670

70

956

70

984

200

150

650

1,9

90

5,0

60

150

200

848

70

4,560 4,700 2,260 2,500

350 600 600 320

300 4,660 100 2,000 114 310 70 986 70 4,510 320

2,862 1,550

4,412

3,088 450 875

1,562 2,850

350

7,7

00

350

120 200200 150

C

E

E

B

op

en

ha

ard

(co

nfo

rm o

pg

ave

leve

ran

cie

r)

Aanta

l: 16

Optre

de: 1

85

Aantre

de: 2

25

Hoogte

vers

chil: +

2960

hw

a 1

50

x8

0h

wa

15

0x8

0

ko

lom

10

1 6

x8

UN

P 2

20

UNP 220

10

0x1

00

x4

bin

ne

nka

nt k

olo

m a

fwe

rke

nm

et g

ipsp

laa

t t.b.v. s

tucw

erk

sp

an

t HE

20

0 A

bin

ne

nka

nt k

olo

m a

fwe

rke

nm

et g

ipsp

laa

t t.b.v. s

tucw

erk

ko

lom

80

x 8

0 x

4

ko

lom

10

1 6

x8

10

0x1

00

x4

bin

ne

nka

nt k

olo

m a

fwe

rke

nm

et g

ipsp

laa

t t.b.v. s

tucw

erk

sp

an

t HE

20

0 A

bin

ne

nka

nt k

olo

m a

fwe

rke

nm

et g

ipsp

laa

t t.b.v. s

tucw

erk

21

25

x 4

50

op

en

ing

-18

5 P

grin

d m

et b

uis

na

ar a

fvo

erp

ut

grin

d m

et b

uis

na

ar a

fvo

erp

ut

leid

ingschacht

inw

endig

280x1600m

m

sch

oo

rste

en

pijp

PE

IL 0

370-P

invoeren

riolering

12

21

3

370-P

PE

IL 0

Sp

an

t + k

olo

m 1

50m

m v

ers

ch

oven

!

ch

eck m

aat

co

nstru

cte

ur

str.E

30m

mvers

ch

oven

!

A 28-02-12

A 28-02-12

A 2

8-0

2-1

2

A 28-02-12

500

1,0

00

2,0

00

2,7

50

1,1

00

1,1

00

2,7

50

4,560 4,700 2,260 2,500 7,440 7,000

3,300 1,586 815 1,770 2,800 100

70

778

70

778

70

984

2,7

50

28

56266

3,5

00

266 5

33

350

3,4

99

320

100 62 1,300 100

100

280

F

tegels

op a

fschot

tegels op afschot

tegels op afschot

FF

EE

33

GG

CC

11

22

44

55

AA

DD

D 0

.09

BB

hw

a 1

50

x8

0

hw

a1

50

x8

0

-420 P

-370P

-420 P

-370P

-420 P

-420 P

begane grond

1e verdieping

29/02/2012

N

datum


nummer

tekenaar

schaal

tekening

opdrachtgever

project

28/02/2012print datum

Familie De Graaf

BV Details 1:10E-E 01 - 08



code

WGKA

architect


1:10, 1:100 (A1)

AM HvZ / DS

G F E D C AB

02 03

05

10

06

04

420

2,26

0

2,35

038

0

2,68

0

380

2,33

4

610

250

180

262

185

225

227

taatsdeur hoogte 1960+P

2310+P

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

4750+P

kelder

woonkeukenwoonkamer

toiletruimte slaapkamer

onbenoemde ruimte

bijgebouw

01

09

3,59

01,

100

4,31

0

179

C B

220

560

80 230

2700+P

610

250

2590+P

1,22

010

1,10

012

010

3590+P

4820+P

90

1028

2812

200 3 7 150 10

1023

510

2828

2828

370-P

180

1

0Peil

A

A

07

08

50227

34

HE200A spantgipskarton op regelwerk

houten trap


650x210

HE220A Latei

UNP 220

naarHWA

200 IPE

50 perinsulfoamglass

160 breedplaatvloer

NOTE : aandachtspuntcorresponderendepeilmaatDetails 07 / 18 / 14




gezette zinc afdekkap


DETAIL IN OVERLEGMET CONSTRUCTEUR


langsdoorsnede E-EHoofdgebouw

E01

D

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 +++)- geïntegreerde zonwering DUCO 120 Corto- neggenkanten afwerken in stucwerk als gevelbekleding- buiten aluminium waterslag kleur als gevel- natuursteen vensterbank aan binnenzijde

NOK+9000

E02 E03

E04

E05

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

E06

E07

E08

AE

2310+P

H01

2370+P

Peil = 0

opbouw dak (ca. 47°)

Rc=6m²k/wZie details c04 - c06

230mmx28mm Regelwerk hoh 600mm

fundering(conform opgave constructeur )

plintsteen tot 200+mv

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.

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.

ADAM MURRAY 10


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

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

ADAM MURRAY 11


Project : Bay St. ApartmentsTeam : Moull Murray Architects Andrew Murray, Ken MoullDescription : The extension of an existing building, Brighton, Planning Permit Approval 2010Role: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 “frame” 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 12


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

level 2apartment 2 + 3

alma rd apartments

penthouse level 1Michelle Fisher

Michelle Fisherpenthouse level 2

DRAWING NUMBER REVISION

DRAWN

SCALE

DRAWING

CLIENT

PROJECT

WL / CW

22/03/2011PLOT DATE

M. FISHER

1:*

ELEVATIONSNORTH ELEVATION 1:50

AMMENDMENTSREV. DATE AMMENDMENT

ALMA RD. APARTMENTS139A ALMA ROAD, EAST ST KILDA

NOTES

...

-A01.3.1Z:\10104 Alma rd flats\02models\ALMA RD APARTMENTS 14.pln

PROJECT NUMBER

10104

CHECKED

AMARCHITECT

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

These drawings shall be read in conjunction with all other consultants documentsand specifications. Any discrepancies shall be refered to the Architect beforeproceeding with the work

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

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

The contractor will be responsible for the relocation of existing council assets suchas parking meters, light standard etc. relocate street services as required to carryout building wortks, tothe approval of the resposible authority.

This drawing is to be read in conjuction with the plan of subdivision and surveydrawing for setout purposes.

Do not scale documents

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

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

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 allcodes refered to therein.

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

Safety glazing to comply with "A.S. 1288 (1989)" part 1 rule 1.3.4 (m) and rule4.4.3.

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

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

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

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

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

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

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.

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

18.000AHD

EXISTINGGROUND FLOOREXISTINGGROUND FLOOR

1 11 8 88

E C A

W2.06

W3.02

W2.05

W2.04

D B

EXIS

TING

2 S

TORE

Y FL

ATS

PROP

OSED

2 L

EVEL

APA

RTM

ENT

26.135AHD

17.800 (AHD)

27.270 (AHD)

29.320

30.280

27.270 (AHD)

19.700 (AHD)

24.070 (AHD)

19.600 (AHD)

20.993 (AHD)

21.890 (AHD)

28.770 (AHD)

2,881 3,019 3,527 3,023

LINE OF EXISTING ROOFSHOWN DASHED TO BE DEMOLISHED

OPAQUE SCREEN 1700 ABOVE F.F.L


EXISTINGROOF LEVEL

1 1 1

3

3

2 2

4

7

7

7

7

7

7

11

11

11

5

55

10

10

10

1

5

827.070AHD

21.170AHD

24.070AHD

18.000AHD

30.280AHD

2,87

030

02,

600

300

2,50

050

02,

710

500

PROPOSEDSECOND FLOOR

EXISTINGFIRST FLOOR

EXISTINGGROUND FLOOR

PROPOSEDTHIRD FLOOR

PROPOSEDPARAPET LEVEL

PROPOSEDSECOND FLOOR

EXISTINGFIRST FLOOR

EXISTINGGROUND FLOOR

PROPOSEDTHIRD FLOOR

PROPOSEDPARAPET LEVEL

fencescale @ A1 |1:50

NORTH ELEVATIONscale @ A1 |1:50

NORTH ELEVATION EXISTINGscale @ A1 |1:50

1. PAINTED RENDER COLOUR : DULUX "TRANQUIL RETREAT" PG1 F1

5. JAMES HARDIE EXOTEC CLADDING :PAINTED DULUX PROTECTIVE COATINGCOLOUR : ST ENOCH GREY

6. ZINC CLADDING : ANGLE STANDING SEAMCOLOUR : TITANIUM ZINC DARK GRAPHITE GREY

7. EXISTING WINDOWS

8. GLAZING : GREY TINT GLASS

9. BALUSTRADE : GREY TINT

10. BALCONIES : RENDERED COLOUR WHITE

11. EXPOSED STEEL STRUCTURE : COLOUR CHARCOAL

12. ALUMINIUM LOUVRES : COLOUR NATURAL ANODISED

13. BLADE WALS : PAINTED RENDER : WHITE

14. ALUMINIUM SCREEN

15. GLAZING : LOW E EVERGREEN OPAQUE FILM TO1700

16 . ALUCOBOND CLADDING

DEM

OLIS

H PO

RTIO

N OF

EXI

STIN

G W

ALL

INFI

LL W

INDO

WIN

FILL

WIN

DOW

REPL

ACE

WIN

DOW

REPL

ACE

WIN

DOW

DRAWING NUMBER REVISION

DRAWN

SCALE

DRAWING

CLIENT

PROJECT

WL / CW

22/03/2011PLOT DATE

M. FISHER

1:*

PLANS2ND FLOOR (NEW PENTHOUSE)

AMMENDMENTSREV. DATE AMMENDMENT

ALMA RD. APARTMENTS139A ALMA ROAD, EAST ST KILDA

NOTES

...

-A01.2.4Z:\10104 Alma rd flats\02models\ALMA RD APARTMENTS 14.pln

PROJECT NUMBER

10104

CHECKED

AMARCHITECT

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

These drawings shall be read in conjunction with all other consultants documentsand specifications. Any discrepancies shall be refered to the Architect beforeproceeding with the work

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

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

The contractor will be responsible for the relocation of existing council assets suchas parking meters, light standard etc. relocate street services as required to carryout building wortks, tothe approval of the resposible authority.

This drawing is to be read in conjuction with the plan of subdivision and surveydrawing for setout purposes.

Do not scale documents

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

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

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 allcodes refered to therein.

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

Safety glazing to comply with "A.S. 1288 (1989)" part 1 rule 1.3.4 (m) and rule4.4.3.

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

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

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

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

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

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

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.

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

4 521 3 5

A A

E E

C C

D D

B B

WD

D2.01

D2.02

D2.03

D2.04

D2.05

D2.06

D2.07

D2.08

W2.01

W2.02

W2.03

W2.04

W2.06

W2.07

W2.08

W2.09

W2.10

W2.11

W2.05

W2.11

AAAA

AA3.1

AA3.1

02

AA3.1

AA3.1

6,001 8,791 4,456 2,113 1,968

5,90

06,

550

5,766 15,360 1,968

12,4

50

6,86

05,

590

5,90

06,

550

5,59

0

4,315 610 1,275 3,973 610 4,008

4,97

661

01,

039

3,696 2,070 3,895 610 4,542 610 3,771 1,832

1,50

03,

900

500

180

1,52

91,

460

2,69

0

4,40

0

23,329

12,4

50

1,828

100 850 28 850

1,03

31,

467

203

LINE OF ROOF OVERHANG OVER

EXISTING FIRE PLACECHIMNEY EXTENDED


LINE OF EXISTING WALLS BELOW

LINE OF EXISTING WALLS BELOW

L

SHEL

VING

STAIR

VOIDABOVE

ROBE

FW

FW

FW

BARBEQUE

CANOPY BELOW

ROBE

RWH

RWH

DP

RWH

ENSUITE

FIRE ESCAPESTAIR

LAUNDRY

LOUNGE

ENSUITE

KITCHEN

TERRACE

BEDROOM 2

BEDROOM 3

BOUNDARY

BOUN

DARY

BOUN

DARY

PANTRY

1 2 3 4 5 6 7 8 10 11 12 13

14

9

FFL 24.070 AHD

FRIDGE/FREEZER

DINING

POWDERROOM

PENTHOUSELOWER LEVEL

COUNTER

EXISTING BRICKWORK

NEW WALLING

NEW LIGHTWEIGHT WALL

DEMOLISH

SECONDscale @ A1 |1:50

WALL LEGEND1:50

ADAM MURRAY 13


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

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

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

ADAM MURRAY 14


ENVELOPE GENERATED BY PARAMETRIC MASSING SYSTEM

ENVELOPE SUBDIVISIONAND RATIONALIZED

SHIFTING OF MODULESCREATION OF ADDITIONAL SPACESARTICULATION OF PUBLIC REALM

2 3 4

1

MULTIPLE AUTHORSHIPGLEN MURCOTTJOHN WARDLE

WSHFOOEY

NEUTELINGS RIEDIJKBEN VAN BERKEL

CAFE/CLUB

DWELLINGBBQ

DWELLING

RED LIGHTGALLERY

CIRCULATION

+1.5 AHD CAR PARK

+5 AHD MARKET PLAZA

+ 8 AHD BOULEVARD

3.2M

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

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 15


A.07.1Layout

ADAM MURRAY4062701

MADD DESIGN PROJECT : ART DEPO, MAASHAVENAR1MA010

STEEL COLUMNS AND BEAMS CLAD IN CONCRETE WITH CONCRETE CORES FLOORS: PROFILED STEEL DECKING AND REINFORCED CONCRETE EXTERNAL FACADE: STEEL SUB - FRAMEINTERNAL FACADE : CELLENBETON AND STEEL SHEETING OVER DEPO, GLAZING OVERPUBLIC SPACE

POLCARBONATE CLADDING

A.07.1Layout

ADAM MURRAY4062701




A.07.1Layout

ADAM MURRAY4062701




A.07.1Layout

ADAM MURRAY4062701




2010Technical 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.

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.

ADAM MURRAY 16


2009University of Melbourne Masters Design Studio :Explicit Design ProcessTutor :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 17


2009University of Melbourne Masters Design StudioTeam : Adam Murray and Nogol MoshirianTutor : 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 “skin” to the internal spaces. On a micro level, these straps can be folded to produce oblique floor planes and furniture.

ADAM MURRAY 18


2007University of Melbourne Bachelor of Architecture Design StudioTutor : 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.

Portfolio

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Transcript of Portfolio