julia zaritskaja portfolio

PORTFOL IO j u l i a z a r i t s k a j a

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JULIA ZARITSKAJAAddress: Hanhitie 17H-B10, Oulu, Finland

E-mail: [email protected]

Mobile: +37255923311

Nationality: Estonian

HassellMelbourne, Australia. 6months Internship

- Construction Documentation

- Design of Melbourne Food and Wine Festival Hub

University of OuluOulu, Finland

- Master Degree in Architectural Design

- Graduated with distinction

- Language of study - English

Lukkaroinen OYOulu, Finland. Technician, junior architect

- Design Phase Drawings

- Preparation of 3D visualizations

- Gained proficiency in visualization skills

Trevor Sadd Associates LTDTallinn, Estonia. Junior designer

- Leaflets, brochures and web page design

- Quantity surveying and drafting

- Gained estimating skills

Narva Humanitarian GymnasiumNarva, Estonia

- Graduated with Honors

University of Applied SciencesTallinn, Estonia

- Bachelor Degree in Architecture

- Average grade 4,6 out of 5

Arriola & Fiol ArquitectesBarcelona, Spain. 3 months internship

- Private housing design

- Technical drawings’ arrangement

- Scale models’ preparation

EMPLOYMENT

EDUCATION

2013

2010-2014

2011-2012

2009-2010

1992-2004

2005-2009

2008

3

- Autodesk Revit Architecture

- AutoCAD

- Autodesk 3ds Max Design

- Photoshop

- ArchiCAD

- Sketch Up

- Rhinoceros

- Artlantis Studio

Waterfront Urban Space DesignLisbon, Portugal

Published on

http://ewwud.ulusofona.pt/index.php?option=com_content&view=article&id=137&Itemid=176&lang=en

- Architecture

- Photography

- Crafts

- Traveling

- Russian (mother tongue)

- English (strong command)

- Estonian (stong command)

Archeology’s Places and Contemporary UsesCatania - Venice, Italy

Published on

http://www.iuav.it/Didattica1/workshop-e/2011/Archaeolog/ARCHAEOLOG/index.htm

SKILLS

WORKSHOPS

INTERESTS

Software

Knowledge

March 2012

Languages

Sept. 2011

http://ewwud.ulusofona.pt/index.php%3Foption%3Dcom_content%26view%3Darticle%26id%3D137%26Itemid%3D176%26lang%3Den%0D

5

CONTENTS

Academic Work:Northern Lights Observation Centre

Oulu PavilionMarjamae Hotel and Recreation Centre

120 Hours CompetitionKitchen Interior Design

Professional Work:720 Bourke Street Medibank

Oulu Dental UniversityPujalt Private House

MFWF The Immersery

Scale Models/Architectural Photography

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NORTHERN LIGHTS OBSERVATION CENTREp l a c e : L u o s t o , F i n n i s h L a p l a n d

U n i v e r s i t y o f O u l u , M A S T E R D E G R E E T H E S I S 2 0 1 4

S u p e r v i s o r : P r o f . R a i n e r M a h l a m a k i

The project includes the design of the centre for north-ern lights observation in Finnish Lapland in Luosto ski - centre area. The western site of the project is sur-rounded by a 512m high Luosto Hill which belongs to Pyha-Luosto National Park. The area’s magnificent landscape attracts tourists all-year round for hiking and skiing, as well as for an an-nual Luosto Musical Festival that happens every sum-mer. The site is located on the 300 m high level above the sea, which makes it visually perfect for observing the northern lights; it is also situated further from the ski-centre to avoid light-pollution. The idea of design-ing such a centre was consulted with the geophysicist from Sodankyla Geophysical Observatory (that is situ-ated in 40km distance) who expressed the interest in having a science museum exhibition room for displaying old instruments, which have been used for the Northern Lights research. The close proximity to the Observa-tory would make the Centre get significance in terms of receiving scientific information for educational purpose of the visitors.

Aerial Perspective

8




12 m²

Machinery

72 m²

Exhibition room 2

60 m²

Kitchen

70 m²

Exhibition room 3

192 m²

Exhibition room 1

135 m²

Lobby

8 m²

Refrig. Room

17 m²

Storage

12 m²

Changing Room

12 m²

Utility Room

14 m²

Office Room

18 m²

Info

547 m²

Hall/Cafe/ Exhibition

12 m²

Cloak Room

54 m²

WC

8 m²

Air Lock

7 m²

Air Lock

11 m²

Corridor

14 m²

Dish Washing

14 m²

Food Preparation

58 m²

Exhibition Storage

ScaleChecked by

Drawn by

Date

Project number

1 : 200

Unnamed

Project Number

Issue Date

Author

Checker

A117

PRODUCED BY AN AUTODESK STUDENT PRODUCT

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The project consists of the main building ap-prox. 2000 m2, which includes exhibition rooms, lecture rooms, small library, archives, offices, restaurant and 15 small cabins for visi-tors to stay over the night with the possibility to see the northern lights within the rooms. The design is focused mainly on 3 types of cab-ins around 30-35 m2, that have a cosy inte-rior design, providing all the essential functions within the cabins. The structure is chosen to be

prefabricated Cross-Laminated Timber panels that are assembled on the site and have a mini-mum footprint on the surrounding nature. The e-glass panels provide the possibility to keep the view clear even with the low temperatures. The centre is designed to attract tourists and local people all-year round to study and ob-serve Northern Lights Phenomena being close to nature.

Ground Floor Plan

Longitudinal Section

First Floor Plan

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Cabin TYPE 1:Area - 30m2Materials - Prefabricated cross-laminated wooden panels, Pine wooden planks for interior and exterior

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NORTHERN LIGHTS OBSERVATORY CENTREp l a c e : O u l u , F i n l a n d



Cabin TYPE 2:Area - 30m2 + 4m2 saunaMaterials - Prefabricated cross-laminated wooden panels, Pine wooden planks for exterior, plywood for interior cladding

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Cabin TYPE 3:Area - 40m2Materials - Prefabricated cross-laminated wooden panels, Treated pine wooden planks for exterior, plywood for interior cladding

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OULU PAVILION “EXPERIENCE THE WOOD”

p l a c e : O u l u , F i n l a n d

U n i v e r s i t y o f O u l u , 3 - M a , 2 0 1 1

The Pavilion is located walking distance from Oulu city centre in the Kiikeli area. The site is an island with a wooden deck and is dominated by high birches. The atmosphere on the site is calm and peaceful, as people come here to enjoy the weather and the natural environ-ment. The idea to create a pavilion in this location came with the need to provide a logical ending for the wooden deck’s path.

The designed pavilion is a place to spend time gaining new spatial and sensory experiences. Its simple geo-metrical shape provides clear circulation within the pa-vilion, as well as merging the structure to its surrounding cityscape. There are four different layers in the shape of the cube which forms the structure.Wood was chosen as a main material for the pavilion because of its versatility and aesthetics.

Each layer has different wooden surface to experience: even wooden blocks, rustic planks, willow branches and burnt wood. The transition concerns not only surfaces, but also colours and structures. The further the visitor walks into the pavilion, the more dramatically the interior changes. Natural Light plays an important role in the structure, revealing the surfaces by penetrating from the external layers. During the night the situation changes and the light comes from the core of the pavilion illumi-nating the external layers.

The room in the centre of the pavilion can be used for different art performances, exhibitions and light instal-lations.

Pavilion Section

Pavilion Plan

16

1 dia 100 mm aluminium tube2 200x200 mm wooden blocks3 50 mm thk monolithic screed4 2x12 mm thk plywood5 50x150 mm wooden planks6 100x150 mm wooden battens

7 100x200 mm wooden cross-beam8 100x200 mm wooden beams9 200x200 mm concrete post

10 dia 10 mm aluminium rod

11 vapour barrier

Detail 1

OULU PAVILION “EXPERIENCE THE WOOD”

p l a c e : O u l u , F i n l a n d


17

1 dia 100 mm horisontal wooden trunk2 dia 50 mm vertical wooden branch3 dia 100 mm vertical wooden trunk4 dia 50 mm horisontal wooden branch5 dia 20-50 mm nailed wooden branches6 50 mm thk monolithic screed7 2x12 mm thk plywood boards8 100x100 mm wooden batten9 100x200 mm wooden cross-beam10 2 100x200 mm wooden beams11 200x200 mm concrete post12 dia 100 steel tube for trunk fixation

13 vapour barrier

Detail 2 Detail 3

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KITCHEN DESIGN

p l a c e : P u j a l t , S p a i n


Designed kitchen is located on the top floor of a family house in Pujalt, Spain.

The building has a steel frame structure with concrete floor and huge glazed facades. The design was aimed to follow this particular architectural style. Clear geometry, pure ma-terial surfaces, simple lines and a minimal approach were chosen for it.

The kitchen has suspended cabinetry with a concrete fin-ish. The countertop is formed with a dark colour solid durat material that culminates at one end with a stand and shelves.

The upper part of the kitchen is very minimal and has only a stainless steel casing with a hood and splash back made out of frosted glass. The material palette is achromatic with the only accent being a green decorative grass plant recessed to the countertop.

In spite of an apparent simplicity, kitchen is equipped with everything needed for occasional cooking.

Kitchen Elevation

Kitchen Section

19

KITCHEN DESIGN

20

MARJAMAE HOTEL AND RECREATION CENTRE

p l a c e : T a l l i n n , E s t o n i a

T a l l i n n U n i v e r s i t y o f A p p l i e d S c i e n c e s , B a c h e l o r D e g r e e F i n a l T h e s i s , 2 0 0 9

The Marjamae hotel and recreation centre is located in Tallinn in an attractive area near the sea shore.

The plot is surrounded by the historically important Orlov’s Castle and Exhibition Pavilions.The site is also dominated by a 20m high limestone slope and the building is designed as part of it. The shape and the dark edgy look of the building were inspired by a layered surface of limestone. Different levels create terraces, with views towards the sea, and spacious voids which allow natural light to penetrate inside the building. The Marjamae centre is a 6-storey multifunctional building that has a health centre with SPA, confer-ence centre, hotel and a big restaurant designed around the inner courtyard. The spacious hall in the middle of the building provides the entrance to dif-

ferent parts of the Centre. Most of the hotel rooms are facing the sea and the SPA centre is oriented towards the south, which makes it also possible to enjoy the sun in the winter time.

The parking spaces and technical rooms for the swimming pools are designed under the ground level.

The building has a reinforced concrete structure; the facade is a dark selective glazing with limestone decoration on balconies. The Marjamae Centre of-fers many possibilities for different groups of peo-ple. Its location near the city centre makes it attrac-tive not only for local people, but also for tourists

visiting Tallinn.

Ground Floor Plan

First Floor Plan

Sustainable humanenvironment ?

Secondary structure :60mm ø wooden planks

Primary structure :250mm ø wooden columns

Plywood sloped slabs with supporting wooden frame

1752

SeparationRepetitionStagnation

Convetional organization

Continious spaceDiversity

Movement

ProposalMOVEASustainability is easily linked with ecology. Indeed, humans are spending a lot of energy trying to protect the natural environment, forgetting that sustainability is also about creating appropriate li-ving conditions.

Today, we are living in stacked similar entities, allowing only dis-placements from one to another through machines (stairs, lifts, trains…). We just pop up in our destination without experiencing any space or social interaction during the way.

Innovative architecture approaches can drastically improve the cur-rent situation by bringing movement, diversity, sense of space, and social interaction in order to create an environment adapted to the human being.

120 HOURS COMPETITIONp l a c e : O s l o , N o r w a y

U n i v e r s i t y o f O u l u

I n c o l l a b o r a t i o n w i t h M a x i m e R o u s s e a n d N i c o l a s G u s t i n

Sustainability is easily linked with ecology. Indeed, humans are spending a lot of en-ergy trying to protect the natural environ-ment, forgetting that sustainability is also about creating appropriate living condi-tions.Today, we are living in stacked similar enti-ties, allowing only displacements from one to another through machines (stairs, lifts,

trains…). We just pop up in our destination without experiencing any space or social interaction during the way. Innovative archi-tecture approaches can drastically improve the current situation by bringing movement, diversity, sense of space, and social inter-action in order to create an environment adapted to the human being

Sustainable humanenvironment ?

Secondary structure :60mm ø wooden planks

Primary structure :250mm ø wooden columns

Plywood sloped slabs with supporting wooden frame

1752

SeparationRepetitionStagnation

Convetional organization

Continious spaceDiversity

Movement

ProposalMOVEASustainability is easily linked with ecology. Indeed, humans are spending a lot of energy trying to protect the natural environment, forgetting that sustainability is also about creating appropriate li-ving conditions.

Today, we are living in stacked similar entities, allowing only dis-placements from one to another through machines (stairs, lifts, trains…). We just pop up in our destination without experiencing any space or social interaction during the way.

Innovative architecture approaches can drastically improve the cur-rent situation by bringing movement, diversity, sense of space, and social interaction in order to create an environment adapted to the human being.

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PROFESSIONAL WORK

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MEDIBANK 720 BOURKE STREETp l a c e : M e l b o u r n e , A u s t r a l i a

E m p l o y e r : H a s s e l l

720 Bourke Street is an office and retail use building located in Mel-bourne Docklands. It provides 46,500 m2 office space over 16 levels; 2,000sqm of retail space spread over the concourse and park levels. Building features a green façade / terraces and urban spaces with organic themes capturing Medibank’s concept of living and breathing for better health.

Tasks during internship: Construction drawings of plant rooms and roof level, sections and details of the top floors, ceiling plans and wet area plans detailings.

teamwork://HGBIM15V/3798 720 Bourke St Original Sheet Size A0 - 1,189 x 841 mm

Prin

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0/12

/201

3, 1

0:06

AM

PROJECT NUMBER

003798DRAWING NUMBER

A04_0208REV

SCALE @ A0 DRAWN CO_ORD REVIEWED APPROVED

STATUS

FOR CONSTRUCTION

DRAWING TITLE

Construction Section Tower Sheet 8Level 17 - 19

DESCRIPTIONREV DATE

PROJECT

720 Bourke StreetMelbourne VIC 3000

CONSULTANT

61 Little Collins StreetMelbourne VICAustralia 3000T +61 3 8102 3000E [email protected]

HASSELL

CLIENT

CBUS PROPERTYNOTES

1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN.2. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE3. ALL DIMENSIONS SHALL BE VERIFIED ON SITE BEFORE PROCEEDIN WITH THE WORK.

HASSELL SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES.4. THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL RELEVANT CONTRACTS,

SPECIFICATIONS AND DRAWINGS.

© COPYRIGHT OF THIS DRAWING IS VESTED IN HASSELL LTD.2012 HASSELL LTD.

REFERENCE MAP

7A04_0208

3A04_0208

6A04_0208

10A04_0208

8A04_0208

4A04_0208

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863

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+107,300

+112,175

+111,505

+111,300

+110,450

+109,300

+106,300

+112,160 +112,235

+106,300

+100,850

+107,360

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+112,235

+111,915+112,090

+111,312

+110,704

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BALUSTRADE TOCRADLE DOCK,SPEEDPANEL WITHSTEEL SUPPORT, ALICLADDING ON TOPHATS TO ATRIUM SIDE

FULL HEIGHT GLAZINGTO ATRIUM FROMLEVELS 11 - 16

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CIRCULATION

17-011

CIRCULATION17-050

CIRCULATION

17-010

CIRCULATION17-044

39.73m, 68° 42' 20" 124.58m, 68° 42' 20"

86.57m, 261° 43' 20"

39.73m, 68° 42' 20"

FHR

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SSL/FFL+100,000

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TD

TD

TD

TD

TD

MEDIBANK SKYSIGN

MEDIBANK SKYSIGN

MED

IBAN

K SK

YSIG

N

BLANKBLANK

BLANK

ACTIVEACTIVEACTIVEACTIVEACTIVE

CAULKING TO BEAPPLIED TO STEELPENETRATIONSTHROUGH PLENUM


OUTSIDE AIR PLENUM

17-015

OUTSIDE AIR PLENUM

17-056

SPARE PLANT ZONE17-047

WEST AHU PLANT ROOM

17-012

PLANT17-046

EGRESS

STAIR 01

17-006

ANCILLARY PLENUM

17-013

PLANT17-046

LIFT SHAFT

17-027

LIFT SHAFT

17-009

RELI

EF A

IR P

LENU

M17

-039

VOID17-002

INTAKE PLENUM17-058

BOILER PLANT ROOM17-053


PUMP ROOM

17-023

ELECTRICAL ROOM17-033

EAST AHU PLANT ROOM17-040

EGRE

SSST

AIR

0217

-052

ANCILLARY PLENUM17-055

HDR

17-014

GOODS LIFT

17-024

RISER

17-025

RISER

17-026

RISER

17-017

RISER

17-019

RISER

17-021

RISER

17-018

ELECTRICAL

ROOM

17-022

TENANT

COMMS

17-016

RISE

R17

-037

RISER17-042

RISER17-038

RISER17-043

RISER

17-004SPRISER

17-007

RISER17-029

RISE

R17

-034

RISE

R17

-054

CIRCULATION17-035

LIFT MOTOR ROOM17-031

1

1

2

2

3

3

5

5

6

7

8

9

9

10

11

12

13

13

14

14

15

15

16

16

A A

B

C

D

D

E

E

4

4

C

16

16

5

5

2A04_0005

2A04_0005

1A04_0005

1A04_0005

2A04_0003

2A04_0003

3A04_0003

3A04_0003

3A04_0004

3A04_0004

1A04_0004

1A04_0004

17

1720 21

F F

18 19 20 21

SP-0

1

SP-0

1

SP-01

SP-01

SP-0

1

SP-01

SP-10

SP-01

SP-10

SP-10

SP-01

SP-01

SP-10

SP-01

SP-01

SP-01

SP-01

SP-01

SP-10

SP-0

1

SP-01

SP-01

SP-0

1

SP-0

1

SP-10

SP-0

1

SP-0

1

SP-01

SP-0

1

SP-1

0

SP-0

1

SP-01

SP-01

SP-0

1

SP-10

SP-0

1

SP-10

SP-01

SP-10

SP-01

SP-01

SP-01

SP-01

SP-01

SP-01

SP-01

SP-10

SP-01

SP-10

SP-1

0

SP-0

1

SP-01

SP-01 SP-01

SP-01

SP-0

1

SP-0

1

SP-01

BL-0

2SP-0

1

SP-01

SP-01

SP-01

SP-01

SP-01

SP-01

FHR

3

A06_0502

355

80

4,160

8,360

80

802,650

802,280

801,665

94580 1,835

80 775 80

11,210

80175

1,540

80245 945

80 530 910395

6,056

80

3,11

0

80

8,95

0

8074

0

6,520

80

1,76080

6,036

1,830300

80

2,590

4,933

80

3,107

80

955

8,360

80

7576

8020

53,

635

7,17

0

802,

340

80

2,91

0

80

425

3,08980

9,275

80375

140

2,220

140740

140

2,22

0

140

2,91

0

802,

340

80

4,51

0

80

2,50

0

80

HR-03

FR WALL

FR WALL

FR WALL

SP WALL ABOVE

LANDING

SP W

ALL A

BOVE

LAND

ING

.

SP WALL ABOVELANDING

CS05

CS0

5

CS03

LINE DENOTES PUMP

ROOM ZONE

CS05

SP-10

SP-01

SP-01

SP-01

SP-01

BL-02

SP-01

SP-01

SP-0

1

SP-0

1

CIRCULATION

17-048

BOH STAIR 01

17-003

BOH

STAI

R 02

17-0

45

+100,000LEVEL 17 (PLANT 01)

+106,100LEVEL 18 (PLANT 02)

+111,100LEVEL 19 (ROOF)

50

+111,300

+112,175

+111,505

+112,235

150100

+110.100

1°

MC-02

`C` CHANNEL ORSIMILAR SPANDECKSUPPORTFRAMEWORK TOSUITSUBCONTRACTORENG. DETAILS.

WHITE C/BONDFLASHING ON `C`CHANNELSUBSTRATE ORSIMILAR APPROVEDBY STRUC. ENG.FLASHING TO BEFIXED @ 600mm C/S

RB9

FLASHING LAPPEDUNDER CLADDING

WHITE C/BONDFLASHING LAID TOFALL

RF01

RF02

ROOF PURLINS

PACKER

ROOF LEVEL

+110,640

+111,915

+112,090

+111,312

+110,704

+110,950

+112,165

150

+111.100

P/B LININGSAME HEIGHT AS

ATRIUM PRECAST

RB11

ATRIUM GLAZING UNIT

PRIMARY STEEL

RB6

C 64 CHANNELBULKHEAD

C/BOND FLASHING

P/B LINING

FURRING CHANNLES

PACKER

SILICONE SEALANT

6MM FC SHEET ORBLACK 1.6MM ALUMFLASHING RAL 7021

1º

ROOF LEVEL

5015

0 600 x 100 DP BOXGUTTER ON 203 `C`CHANNELS

RB3

RF01

SUMP ABOVECEILING

30 KG/M3 INSULATION

CAULKING

9mm FC SHEET

Z/LUME FLASHING

SUBFRAME CSECTION TOSUPPORT BOXGUTTER

+106,300

5076 24

+106.100

MC02

SUBFRAME BYSUB-CONTRACTOR

LEVEL 18 (PLANT 02)

MONUMENTC/BONDFLASHING

+106,300 100

+106.100

SP01

ATRIUM PRECAST

SHS

GIRT

MONUMENT C/BONDFLASHING

LEVEL 18 (PLANT 02)

+106,300

100 113

LV-02A

MONUMENTC/BOND

FLASHING

UB COLUMN

CONCRETEUPSTAND

+106.100

LEVEL 18 (PLANT 02)

100

+106,425

+107,300

5015

0

+107,360

150

300

100

+106.100

1°


MC-01 ON SUITABLESUBFRAME TO ENG.

DETAILS

OVERFLOW BY OTHERSTO HYDR. ENG. DETAILS

MONUMENTC/BOND FLASHING

Z/LUME FLASHING

PACKER

LEVEL 18 (PLANT 02)

1:100

CLTYPICAL

+112,175

+111,505

+111,300

+112,235

150

50

+110,450

+111.100

1°

1°

ROOF LEVEL

WHITE C/BONDFLASHING TO BE

FIXED @ 600mm C/S

LV-02A

WHITE C/BONDFLASHING OVER

LOUVRELAID TO FALL

GIRT

NYLON `BIRD`NESTING

PREVENTATIVEMESH

`C` 94 CHANNELFRAMEWORK TO

FLASHING @ 600 C/SOR SIMILAR APPROVED

SUPPORT SYSTEM

UB COLUMN

RF-02

+100,850100

100

FACADE RIBBON BY OTHERS

FACADE BY OTHERS

MC-01


MONUMENT C/BOND FLASHINGBEHIND CLADDING & FLASHEDINTO FC SHEET

6mm FC SHEET LAID TO FALLSPAINTED WHITE TO MATCHRIBBON

C64 STUD FRAMEWORK

CONCRETE UPSTAND

FACADE FIXINGPLATE BY OTHERS

WHITE CAULKING @ JUNCTION WITH FACADE HEAD SECTION1º

+100.000

LEVEL 17 (PLANT 01)

+110,400

+111.100

SILICONE JOINT@ JUNCTION OF

GLAZING &FLASHING

1mm ZINCLUMEFLASHING

ON FC SHEET CAP

GT04FIXED TO

SPEEDPANEL

INSULATION 30KG/M3TO FILL ENTIRE CAVITY

BETWEEN SPEED PANELAND PRESSED ALUM.

PANEL

3mm PC PRESSED ALUMPANEL RAL 7021

SP-01

GIRT

150 SHS

LEVEL 19 (ROOF)

EXTERNAL ATRIUM

ATRIUM GLAZINGUNIT

PRIMARY ROOFMEMBERS

200x200 SHS RB5

150 mm PRECAST

PRESSED ALUM.PANEL FIXED TOBACK OF PRECAST

75

76

+111.100

150 SHS

SP-01

150 PRECAST

120 mm CCHANNELS

INSULATION 30KG/M3 OR SPRAYON MONOGLASS TO120MM

PURLIN

KLIP LOK

1mm ZINCLUMEFLASHING @ 10 FALL

ALUM FRAME RAL 7021LAPPED UNDER STEEL& BEHIND SPEEDPANELTO FOLLOW RAKE OFPRECAST WALL

RB6 PRIMARY

ATRIUM GLAZINGUNIT

EXTERNAL GRADESILICONE JOINT ATGLAZING FLASHINGJUNCTION

FLASHING PRESSEDOVER ROOF SOAKER

ROOF SOAKERZ/LUME

9mm FC SHEET


SPEEDPANEL TOU/S OF PURLIN

LEVEL 19 (ROOF)

PACKER

150

KLIP LOK ROOFSHEET

SP-01

2x CFC @ 22 KG/M2

ROCKWOOL INSUL.BATTS @ 30 KG/M3

ROOF PURLIN

CAULKING BOTHSIDES

50

KLIP LOK ROOFSHEET

30 KG/M2 75mm ROCKWOOLCOMPRESSED AT HEAD OF WALLWITH ROOF PANEL

SP-01

92 `C` CHANNELNOGGING

ROOF PURLINPARRALLEL TOSPEEDPANEL

04

1:50 AT GS - -Facade Tender AddendumA 22.08.12Revised L17 detail, Ceiling HeightB 26.11.12

Issued for Construction. Ribbon amended. Sections previously shownon A04-118. Notes below refer to A04-118:

01 18.12.12Revised roof, ribbon and halo structure and height.02 02.08.13Revised Sections, Details added. ISSUED FOR CONSTRUCTION03 15/11/2013

Detail 9 and 11 updated to suit on site steelwork and insulation and tosuit GCOR-000540 consultant advice

04 17/12/2013

0 1 2 4m1 DETAIL SECTION - NORTH FACADE

1:50 2 DETAIL SECTION - SOUTH FACADE1:50

12 Detail H1:10

11 ATRIUM ROOF BOX GUTTER DETAIL1:10

5 TYPICAL CLADDING SILL DETAIL1:10

8 SPEEDPANEL SILL DETAIL1:10

6 TYPICAL LOUVRE SILL DETAIL1:10

3 TYPICAL PARAPET DETAIL1:10

7 TYPICAL HALO PARAPET DETAIL1:10

4 TYPICAL PERIMETER CLADDING SILL & FLASHING DETAIL1:10

10 ATRIUM ROOF PRECAST ACOUSTIC WALL DET NORTH1:10

9 ATRIUM ROOF PRECAST WALL DETAIL EAST/WEST1:10

13 TYP. SP HEAD FIXING PERP. TO PURLIN1:10

14 TYP. SP HEAD FIXING PARAL. TO PURLIN1:10

04

04

2

1

REFER 3 / A04_0205 FOR CONTINUATION REFER 4 / A04_0205 FOR CONTINUATION

DIM

S TO

℄ O

F TR

AN

SO

MS

THIS DRAWING WAS DRAWING A04_0118 PREVIOUSLY

TO BE READ IN CONJUNCTION WITH FACADEENGINEER AND FACADE SHOP DRAWINGS.REFER TO

SHOP DRAWINGS FOR DETAILS

TO BE READ IN CONJUNCTION WITH STRUCTUREENGINEER DRAWINGS.

teamwork://HGBIM15V/3798 720 Bourke St Original Sheet Size A0 - 1,189 x 841 mm

Prin

t Dat

e: 2

0/12

/201

3, 1

0:06

AM

PROJECT NUMBER

003798DRAWING NUMBER

A04_0208REV

SCALE @ A0 DRAWN CO_ORD REVIEWED APPROVED

STATUS

FOR CONSTRUCTION

DRAWING TITLE

Construction Section Tower Sheet 8Level 17 - 19

DESCRIPTIONREV DATE

PROJECT

720 Bourke StreetMelbourne VIC 3000

CONSULTANT

61 Little Collins StreetMelbourne VICAustralia 3000T +61 3 8102 3000E [email protected]

HASSELL

CLIENT

CBUS PROPERTYNOTES

1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN.2. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE3. ALL DIMENSIONS SHALL BE VERIFIED ON SITE BEFORE PROCEEDIN WITH THE WORK.

HASSELL SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES.4. THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL RELEVANT CONTRACTS,

SPECIFICATIONS AND DRAWINGS.

© COPYRIGHT OF THIS DRAWING IS VESTED IN HASSELL LTD.2012 HASSELL LTD.

REFERENCE MAP

7A04_0208

3A04_0208

6A04_0208

10A04_0208

8A04_0208

4A04_0208

4A08_0004

863

865

1,20

03,

800

+107,300

+112,175

+111,505

+111,300

+110,450

+109,300

+106,300

+112,160 +112,235

+106,300

+100,850

+107,360

SR

LV-02A

REFER FACADESHOP DRAWINGFOR DETAIL


FLASHING CAPPING

NYLON `BIRD` ROOSTINGPROTECTION BY OTHERS

PRIMARY SLAB LAID TOFALLS

MC-01 SP-01 ATRIUMPRECAST

SP-01

INS02

FT-01

TOW

CHILLERSOPEN TO ABOVE

SPARE PLANTZONE

SIM. 4A08_0004

12A04_0208

3A04_0208

5A04_0208

11A04_0208

4A04_0208

863

865

+107,300

+110,100

+107,300

+112,175

+111,505

+111,300

+110,400

+109,300

+106,300

+112,160

+110,640

+112,235

+111,915+112,090

+111,312

+110,704

+110,000

SR

BALUSTRADE TOCRADLE DOCK,SPEEDPANEL WITHSTEEL SUPPORT, ALICLADDING ON TOPHATS TO ATRIUM SIDE

FULL HEIGHT GLAZINGTO ATRIUM FROMLEVELS 11 - 16

BMU CRADLESTEEL FRAME

RF-02


FLASHING CAPPING

MC-01 ON SUBSTRATE

FACETED BULKHEAD TOFORM 'CURVE' ATATRIUM GLAZING TOFOLLOW INTERNALATRIUM CLADDING LINE

SMOKE EXTRACTLOUVRES LV02AWITH ACCESSDOOR TO CRADLEDOCK

ROCKWOOL INFILL &CAULKED JOINT

MC-01SP-01

MC-02

RB6RB11

SUMP ABOVE CEILING,REFER TO HYDRAULIC

ENG. DRG.

`C` CHANNEL OR SIMILARSPANDECK SUPPORTFRAMEWORK TO SUITSUBCONTRACTOR ENG.DETAILS. TO BE ALIGNEDWITH PANEL BREAK UP

NYLON BIRD MESH ASNOTED

FT-01

SPARE PLANTZONE

FAN ROOM

SIM

SIM

BMU CRADLEDOCK

ATRIUM

TOW

NOGGINS BETWEENPURLINS FOR SPEEDPANEL

HEAD FIXING

RF01

CIRCULATION

17-011

CIRCULATION17-050

CIRCULATION

17-010

CIRCULATION17-044

39.73m, 68° 42' 20" 124.58m, 68° 42' 20"

86.57m, 261° 43' 20"

39.73m, 68° 42' 20"

FHR

FHR

FHR

FHR

SSL/FFL+100,000

SSL/FFL+100,000

SSL/FFL+100,000

SSL/FFL+100,000

SSL/FFL+100,000

SSL/FFL+100,000

SSL/FFL+100,000

SSL/FFL+100,000

SSL/FFL+100,000

SSL/FFL+100,000

SSL/FFL+100,000

SSL/FFL+100,200

SSL/FFL+100,000

SSL/FFL+100,000

SSL/FFL+100,000

SSL/FFL+100,000

SSL/FFL+100,000

FFL+102,200

SSL/F

FL+1

00,00

0

FFL +102,200

SSL +102,100

SSL+102,100

FFL+102,200

FHR

FHR

13A09_1001

13A09_1011

1A09_1101

2A09_1111

3A08_0004

1A08_0005

6A09_1111

1A03_0003

1A0

3_00

02

1

A03_0004

1A03_0001

1A04_0003

1A04_0003

2A04_0004

2A04_0004

1,040

8,400

7,200

1,200

1,200

7,200

1,800

3,600

3,000

3,000

1,800

1,800

1,089711

3781,089

1,089

3,600

3,000

3,000

3 x 1800

4 x 1800

1,200

1,200

4 x 1800

4 x 1800

1,200

971

6,266 2,829 275 8,108 3,918 15,211 2,000 10,585 6,612 1,710 2,290 1,300 1,300500 478

450 11,772 3,510 11,726 1,748 5,759

1,460

538

3,05

4

532

1,570

2,938

19,755

4,528

500

7,192

8,984

4,26

2

4,473

2,63080

1,84080

3,19580

47080

2,10080

2,05080

2,04080

801,565

1,840 80

7,940

80 1,020 80 1,733 801,112

802,755

1,05580 2,240 80

2,63

0

80

2,26

5

80

1,95

080

855

801,

077

801,

598

80

80

575801,550

80

630

820

410

2 x 1163

1,308

4 x 1773542

9651,171

1,153

4 x 1200

1,15

01,

173

971

C.O

.S

4 x

1770

1,29

9

2 x 11

63

4 x 1167 C.O

.S

80

1,36280

340

5,490

2,410

74080

2,34080

801,

090

801,

585

802,

885

802,

265

802,

630

3,202

11,039

6,000

5,777

22,200

5,353

9,440

3,18

1

11,0

63

6/EQ 6/EQ

6/EQ

6/EQ

6/EQ

3,500

7,254

3,500

2,037 2,037

7,25

4

3,50

0

2,109

5,000

1,96

0

525

3220x5320 (PENETRATION)

75

2,000

2,920

80

545

68

3220

x532

0 (PE

NETR

ATIO

N)

9,39

5

375

1,0201,620

1,020

1,602

7,174

3,095

9,371

22,200

6,000

5,780

1,78060

2,40

0

4,25

5

1,256140

1,020140

4,835

1,150

4,400

1401,020

140

802,500

801,576

1,645

3,547 20,000 4,875

5,200

20,000

18,0

00

1,58

4

1,735

2,24

3

1,13

6

4x1200

C.O

.S

4 x

1153

C.O

.S

780

490

495

1,71

4

1,99

4

1,734

175

865

R3,100

R4,230R4,020

R3,105

EQ

EQ

EQ

EQ

EQ EQ EQ EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQEQ

18°

18°

18°18°1

A04_0206

2A04_0206

3A04_0206

4A0

4_02

06

1A04_0207

2A0

4_02

07

2A0

4_02

081

A04_

0208

3A04_0207

1A04_0002

1A04_0002

LINE OF RIBBONS

LINE OF RIBBONS

LINE OF RIBBONS

CS03

CS03

CS03

CS03

CS03

CS03

CS03 CS03

CS03

CS03

CS03

CS03

CS03

CS03

CS03

CS03

LINE OF RIBBONS

CS04

CS04

CS03

CS03

CS0

3

CS03

CS03

CS03

CS03

CS03

CS03

450x900 2HR ACCESS HATCH 700 AFL

REFER TO ENTIRE SD

1.0M CLEAR ZONE

PAINTED ON FLOOR. AREA

ABOVE TO BE KEPT

CLEAR OF OBSTRUCTION

20 m SKYSIGN

20m SKYSIGN

18 m

SKY

SIG

N

MC-01

MC-01

MC-01

MC-01

MC-01

MC-01



700mm HIGH ACTIVE LOUVRENON ACTIVE LOUVRE PORTIONTO BE BLANK OFF BY BUILDER..





MC-01

SKY SIGNAGESTRUCTURAL FRAMING

SKY SIGNAGE

STRUCTURAL

FRAMING

SKY

SIGN

AGE

STRU

CTUR

AL

FRAM

ING

CS03

SPEEDPANEL TO BELOCATED ON ATRIUMEDGE

FULL HEIGHT TOU/S SCHB

CS03

CS03

SP-01

SP-0

1

SP-01

SP-01

SP-1

0

SP-01

SP-0

1

SP-01

SP-01

SP-0

1

SP-01

SP-01

SP-01

SP-0

1

SP-01

SP-10

SP-10

SP-01

SP-01

SP-10 SP-01

SP-0

1

SP-01

SP-01

SP-0

1

LV-01 LV-01

LV-01

LV-01

LV-01

LV-01 LV-01

LV-01

LV-01

LV-01

LV-01

LV-01 LV-01

LV-01 LV-01 LV-01 LV-01

LV-01

LV-01

LV-

01

LV-01 LV-01

FH

FH

LV-01 LV-01

LV-01

LV-01 LV-01

LV-01

LV-01

LV-01

LV-

01

LV-

01

LV-01

MC-01MC-01

MC-01

MC-01

LV-01 LV-01

MC-01 LV-01 MC-01MC-01

LV-

01

LV-

01 L

V-01

LV-

01 LV

-01

LV-0

1 L

V-01

LV-

01

LV-01

LV-01

LV-01

LV-01

LV-01

LV-01 LV-01 LV-01

LV-01 LV-01

LV-01

LV-01 LV-01

LV-01 LV-01

LV-01 LV-01

LV-01

LV-01

LV-01

LV-01

LV-01

LV-01

LV-01

LV-01

LV-01

LV-01

LV-01

LV-01

LV-01

LV-01

SETOUT SETOUT SETOUT SETOUT

SETOUT SETOUT

SETOUTSETOUT

SETO

UT

SETOU

T

SETOUTSETOUT

SETOUTSETOUT

SETOUTSETOUT

SETOUTSETOUT

SETOUT

SETOUT

SETOUT

SETOUT

SETOUT

SETOUT

SETOUT

SETOUT

SETOUT

SETOUT

SETO

UT

SETO

UT

SETOUT SETOUT

MAKEUPPANEL

MAKE UP PANEL

ACTIVE

BLANK

ACTIVE

BLANK

BLANK

BLANK

ACTIVE

ACTIVE

BLANK

ACTI

VE

BLANKBLANKBLANKBLANKBLANK

ACTI

VE

BLANK

ACTIVE

BLANK

MAK

E UP

PANE

L

MAK

E U

PPA

NEL

BLANK

ACTIVE



CRANE 1

CRANE 3

CR

ANE

2

ALIMAKS

ALIMAKS

LIFTH

CONC. BOOM

CONC. BOOM

LAN

DIN

G

BLAN

K

C/L

C/L

BLANKBLANKBLANK

ACTIVEACTIVE

BLANK

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

MEDIBANK SKYSIGN

MEDIBANK SKYSIGN

MED

IBAN

K SK

YSIG

N

BLANKBLANK

BLANK

ACTIVEACTIVEACTIVEACTIVEACTIVE



OUTSIDE AIR PLENUM

17-015

OUTSIDE AIR PLENUM

17-056


WEST AHU PLANT ROOM

17-012

PLANT17-046

EGRESS

STAIR 01

17-006

ANCILLARY PLENUM

17-013

PLANT17-046

LIFT SHAFT

17-027

LIFT SHAFT

17-009

RELI

EF A

IR P

LENU

M17

-039

VOID17-002

INTAKE PLENUM17-058

BOILER PLANT ROOM17-053


PUMP ROOM

17-023

ELECTRICAL ROOM17-033

EAST AHU PLANT ROOM17-040

EGRE

SSST

AIR

0217

-052

ANCILLARY PLENUM17-055

HDR

17-014

GOODS LIFT

17-024

RISER

17-025

RISER

17-026

RISER

17-017

RISER

17-019

RISER

17-021

RISER

17-018

ELECTRICAL

ROOM

17-022

TENANT

COMMS

17-016

RISE

R17

-037

RISER17-042

RISER17-038

RISER17-043

RISER

17-004SPRISER

17-007

RISER17-029

RISE

R17

-034

RISE

R17

-054

CIRCULATION17-035

LIFT MOTOR ROOM17-031

1

1

2

2

3

3

5

5

6

7

8

9

9

10

11

12

13

13

14

14

15

15

16

16

A A

B

C

D

D

E

E

4

4

C

16

16

5

5

2A04_0005

2A04_0005

1A04_0005

1A04_0005

2A04_0003

2A04_0003

3A04_0003

3A04_0003

3A04_0004

3A04_0004

1A04_0004

1A04_0004

17

1720 21

F F

18 19 20 21

SP-0

1

SP-0

1

SP-01

SP-01

SP-0

1

SP-01

SP-10

SP-01

SP-10

SP-10

SP-01

SP-01

SP-10

SP-01

SP-01

SP-01

SP-01

SP-01

SP-10

SP-0

1

SP-01

SP-01

SP-0

1

SP-0

1

SP-10

SP-0

1

SP-0

1

SP-01

SP-0

1

SP-1

0

SP-0

1

SP-01

SP-01

SP-0

1

SP-10

SP-0

1

SP-10

SP-01

SP-10

SP-01

SP-01

SP-01

SP-01

SP-01

SP-01

SP-01

SP-10

SP-01

SP-10

SP-1

0

SP-0

1

SP-01

SP-01 SP-01

SP-01

SP-0

1

SP-0

1

SP-01

BL-0

2SP-0

1

SP-01

SP-01

SP-01

SP-01

SP-01

SP-01

FHR

3

A06_0502

355

80

4,160

8,360

80

802,650

802,280

801,665

94580 1,835

80 775 80

11,210

80175

1,540

80245 945

80 530 910395

6,056

80

3,11

0

80

8,95

0

8074

0

6,520

80

1,76080

6,036

1,830300

80

2,590

4,933

80

3,107

80

955

8,360

80

7576

8020

53,

635

7,17

0

802,

340

80

2,91

0

80

425

3,08980

9,275

80375

140

2,220

140740

140

2,22

0

140

2,91

0

802,

340

80

4,51

0

80

2,50

0

80

HR-03

FR WALL

FR WALL

FR WALL

SP WALL ABOVE

LANDING

SP W

ALL A

BOVE

LAND

ING

.

SP WALL ABOVELANDING

CS05

CS0

5

CS03

LINE DENOTES PUMP

ROOM ZONE

CS05

SP-10

SP-01

SP-01

SP-01

SP-01

BL-02

SP-01

SP-01

SP-0

1

SP-0

1

CIRCULATION

17-048

BOH STAIR 01

17-003

BOH

STAI

R 02

17-0

45

+100,000LEVEL 17 (PLANT 01)

+106,100LEVEL 18 (PLANT 02)

+111,100LEVEL 19 (ROOF)

50

+111,300

+112,175

+111,505

+112,235

150100

+110.100

1°

MC-02


WHITE C/BONDFLASHING ON `C`CHANNELSUBSTRATE ORSIMILAR APPROVEDBY STRUC. ENG.FLASHING TO BEFIXED @ 600mm C/S

RB9

FLASHING LAPPEDUNDER CLADDING

WHITE C/BONDFLASHING LAID TOFALL

RF01

RF02

ROOF PURLINS

PACKER

ROOF LEVEL

+110,640

+111,915

+112,090

+111,312

+110,704

+110,950

+112,165

150

+111.100

P/B LININGSAME HEIGHT AS

ATRIUM PRECAST

RB11

ATRIUM GLAZING UNIT

PRIMARY STEEL

RB6

C 64 CHANNELBULKHEAD

C/BOND FLASHING

P/B LINING

FURRING CHANNLES

PACKER

SILICONE SEALANT

6MM FC SHEET ORBLACK 1.6MM ALUMFLASHING RAL 7021

1º

ROOF LEVEL

5015

0 600 x 100 DP BOXGUTTER ON 203 `C`CHANNELS

RB3

RF01

SUMP ABOVECEILING

30 KG/M3 INSULATION

CAULKING

9mm FC SHEET

Z/LUME FLASHING

SUBFRAME CSECTION TOSUPPORT BOXGUTTER

+106,300

5076 24

+106.100

MC02

SUBFRAME BYSUB-CONTRACTOR

LEVEL 18 (PLANT 02)

MONUMENTC/BONDFLASHING

+106,300 100

+106.100

SP01

ATRIUM PRECAST

SHS

GIRT

MONUMENT C/BONDFLASHING

LEVEL 18 (PLANT 02)

+106,300

100 113

LV-02A

MONUMENTC/BOND

FLASHING

UB COLUMN

CONCRETEUPSTAND

+106.100

LEVEL 18 (PLANT 02)

100

+106,425

+107,300

5015

0

+107,360

150

300

100

+106.100

1°


MC-01 ON SUITABLESUBFRAME TO ENG.

DETAILS

OVERFLOW BY OTHERSTO HYDR. ENG. DETAILS

MONUMENTC/BOND FLASHING

Z/LUME FLASHING

PACKER

LEVEL 18 (PLANT 02)

1:100

CLTYPICAL

+112,175

+111,505

+111,300

+112,235

150

50

+110,450

+111.100

1°

1°

ROOF LEVEL

WHITE C/BONDFLASHING TO BE

FIXED @ 600mm C/S

LV-02A

WHITE C/BONDFLASHING OVER

LOUVRELAID TO FALL

GIRT

NYLON `BIRD`NESTING

PREVENTATIVEMESH

`C` 94 CHANNELFRAMEWORK TO

FLASHING @ 600 C/SOR SIMILAR APPROVED

SUPPORT SYSTEM

UB COLUMN

RF-02

+100,850100

100

FACADE RIBBON BY OTHERS

FACADE BY OTHERS

MC-01


MONUMENT C/BOND FLASHINGBEHIND CLADDING & FLASHEDINTO FC SHEET

6mm FC SHEET LAID TO FALLSPAINTED WHITE TO MATCHRIBBON

C64 STUD FRAMEWORK

CONCRETE UPSTAND

FACADE FIXINGPLATE BY OTHERS

WHITE CAULKING @ JUNCTION WITH FACADE HEAD SECTION1º

+100.000

LEVEL 17 (PLANT 01)

+110,400

+111.100

SILICONE JOINT@ JUNCTION OF

GLAZING &FLASHING

1mm ZINCLUMEFLASHING

ON FC SHEET CAP

GT04FIXED TO

SPEEDPANEL

INSULATION 30KG/M3TO FILL ENTIRE CAVITY

BETWEEN SPEED PANELAND PRESSED ALUM.

PANEL

3mm PC PRESSED ALUMPANEL RAL 7021

SP-01

GIRT

150 SHS

LEVEL 19 (ROOF)

EXTERNAL ATRIUM

ATRIUM GLAZINGUNIT

PRIMARY ROOFMEMBERS

200x200 SHS RB5

150 mm PRECAST

PRESSED ALUM.PANEL FIXED TOBACK OF PRECAST

75

76

+111.100

150 SHS

SP-01

150 PRECAST

120 mm CCHANNELS


PURLIN

KLIP LOK

1mm ZINCLUMEFLASHING @ 10 FALL

ALUM FRAME RAL 7021LAPPED UNDER STEEL& BEHIND SPEEDPANELTO FOLLOW RAKE OFPRECAST WALL

RB6 PRIMARY

ATRIUM GLAZINGUNIT

EXTERNAL GRADESILICONE JOINT ATGLAZING FLASHINGJUNCTION

FLASHING PRESSEDOVER ROOF SOAKER

ROOF SOAKERZ/LUME

9mm FC SHEET


SPEEDPANEL TOU/S OF PURLIN

LEVEL 19 (ROOF)

PACKER

150

KLIP LOK ROOFSHEET

SP-01

2x CFC @ 22 KG/M2

ROCKWOOL INSUL.BATTS @ 30 KG/M3

ROOF PURLIN

CAULKING BOTHSIDES

50

KLIP LOK ROOFSHEET

30 KG/M2 75mm ROCKWOOLCOMPRESSED AT HEAD OF WALLWITH ROOF PANEL

SP-01

92 `C` CHANNELNOGGING

ROOF PURLINPARRALLEL TOSPEEDPANEL

04

1:50 AT GS - -Facade Tender AddendumA 22.08.12Revised L17 detail, Ceiling HeightB 26.11.12

Issued for Construction. Ribbon amended. Sections previously shownon A04-118. Notes below refer to A04-118:

01 18.12.12Revised roof, ribbon and halo structure and height.02 02.08.13Revised Sections, Details added. ISSUED FOR CONSTRUCTION03 15/11/2013

Detail 9 and 11 updated to suit on site steelwork and insulation and tosuit GCOR-000540 consultant advice

04 17/12/2013

0 1 2 4m1 DETAIL SECTION - NORTH FACADE

1:50 2 DETAIL SECTION - SOUTH FACADE1:50

12 Detail H1:10

11 ATRIUM ROOF BOX GUTTER DETAIL1:10

5 TYPICAL CLADDING SILL DETAIL1:10

8 SPEEDPANEL SILL DETAIL1:10

6 TYPICAL LOUVRE SILL DETAIL1:10

3 TYPICAL PARAPET DETAIL1:10

7 TYPICAL HALO PARAPET DETAIL1:10

4 TYPICAL PERIMETER CLADDING SILL & FLASHING DETAIL1:10

10 ATRIUM ROOF PRECAST ACOUSTIC WALL DET NORTH1:10

9 ATRIUM ROOF PRECAST WALL DETAIL EAST/WEST1:10

13 TYP. SP HEAD FIXING PERP. TO PURLIN1:10

14 TYP. SP HEAD FIXING PARAL. TO PURLIN1:10

04

04

2

1

REFER 3 / A04_0205 FOR CONTINUATION REFER 4 / A04_0205 FOR CONTINUATION

DIM

S TO

℄ O

F TR

AN

SO

MS

THIS DRAWING WAS DRAWING A04_0118 PREVIOUSLY

TO BE READ IN CONJUNCTION WITH FACADEENGINEER AND FACADE SHOP DRAWINGS.REFER TO

SHOP DRAWINGS FOR DETAILS

TO BE READ IN CONJUNCTION WITH STRUCTUREENGINEER DRAWINGS.

Images and drawings courtesy of Hassell

Roof Plan

Level 11 Reflected ceiling planFacade details

26

OULU DENTAL UNIVERSITYp l a c e : O u l u , F i n l a n d

E m p l o y e r : A r k k i t e h t i t o i m i s t o L u k k a r o i n e n O Y

Oulu dental university is a project that provides students and professors appropriate environment for study, research and everyday work. The build-ing is an extension of the existing medical university. It features spacious internal courtyards for letting more daylingt into the building. All waiting areas for clients have a view to the pine forest that surrounds the building.

Tasks: Design and modelling the project in Revit, creating detailed plans and axonometric views of different departments, facade design and detail-ing.

B-B

B-B

AA

BB

CC

DD

EE

11

22

33

4

4

55

66

7

8 99

10

10

11

11

12

12

13

13

14

14

15

15

F

G

HI

J

D-D

D-D

C-C

C-C

tsto

9,5

2001

tsto

9,5

2002

tsto

9,5

2003

tsto

9,5

2004

tsto

9,5

2005

tsto

9,5

2006

tsto

9,5

2007

tsto

9,5

2008

tsto

9,5

2009

tsto

9,5

2010

ryhm

ätil

a24,0

2100

vara

sto

10,0

2015

kirjast

o21,0

2018

inva

-wc

6,0

2023

wc

3,5

2021

wc

3,5

2022

kopio

12,0

2016

tsto

209,5

2011

tauko

tila

48,5

2020

lähik

oko

us

19,5

2015

vetä

ytym

istil

a5,0

2013

vetä

ytym

istil

a5,5

2014

vetä

ytym

istil

a3,5

2012

vetä

ytym

istil

a5,5

2105

vetä

ytym

istil

a6,0

2106

vetä

ytym

istil

a6,0

2107

vetä

ytym

istil

a3,5

2108

hoito

huone

21,0

2037

hoito

huone

28,0

2038

hoito

huone

19,5

1084

herä

äm

ö23,5

1086

hoito

huone

19,5

1085

aputil

a16,0

1087

hoito

huone

16,5

2026

hoito

huone

16,0

2027

inva

-wc

6,0

2103

wc

2,5

2087

kaasu

kesk

us

5,0

0011

käyt

ävä

55,5

2111

1800 3800 3870 3800 1800 4130 3590 3970 1800 3960

3800 1800 4130 3590 3970 1800 3960

hoito

huone

15,0

2028

hoito

huone

15,0

2029

hoito

huone

15,0

2030

hoito

huone

15,0

2031

hoito

huone

15,0

2032

hoito

huone

15,0

2033

hoito

huone

17,5

2034

hoito

huone

19,0

2036 hoito

huone

17,5

2035

hoito

huone

16,0

2039

hoito

huone

16,5

2040 h

oito

huone

15,5

2041

hoito

huone

16,0

2042

hoito

huone

17,5

2043

hoito

huone

16,5

2044 hoito

huone

16,0

2045

hoito

huone

17,0

2046

hoito

huone

16,5

2047

hoito

huone

14,0

2048

hoito

huone

14,0

2049

hoito

huone

14,0

2050

hoito

huone

17,5

2051

hoito

huone

17,5

2052

hoito

huone

17,5

2053

hoito

huone

17,5

2054

hoito

huone

16,0

2055

hoito

huone

16,0

2056

hoito

huone

15,5

2057

hoito

huone

15,5

2058

hoito

huone

16,5

2059h

oito

huone

17,0

2060

hoito

huone

15,0

2061

hoito

huone

15,0

2062

hoito

huone

14,5

2063

hoito

huone

16,0

1083

hoito

huone

15,5

1088

hoito

huone

15,5

1089

hoito

huone

15,5

1090

hoito

huone

16,5

1091

hoito

huone

16,5

1092

kipsi

malli

- ja

oik

om

isla

itepaja

28,5

2066

työtil

a16,0

2068

vetä

ytym

istil

a3,5

2069

inva

-wc

5,5

168

wc

/ m8,0

169

wc

/ n8,0

170

lähip

ala

veri

16,5

2086

tauko

tila

42,5

2085

välin

ehuolto

11,5

2080

välin

ehuolto

11,5

2081

vara

sto

11,0

2075

wc

4,0

2088

wc

hk

2,0

2090

wc

hk

2,0

2091

post

i (ent

kopio

)11,0

2082

vara

sto

14,0

2065

aula

16,0

173

odotu

s147,5

174

kerr

osa

ula

76,0

175

hoito

solu

441,0

176

vetä

ytym

istil

a9,5

177

hoito

solu

536,5

178

vetä

ytym

istil

a8,5

179

hoito

solu

649,0

180

vetä

ytym

istil

a8,0

181

käyt

ävä

28,5

182

käyt

ävä

30,0

183

käyt

ävä

21,5

184

käyt

ävä

35,0

185

käyt

ävä

34,0

186

käyt

ävä

7,5

187

käyt

ävä

47,0

188

käyt

ävä

10,0

189

porr

ash

. A17,0

190

porr

ash

. B

17,0

191

porr

ash

C17,0

192

22 p

aik

kaa

36 p

aik

kaa

A-E

A-E

siiv

ous

4,5

2024

wc

2,0

2089

wc

1,5

2092 w

c2,0

2101

wc

2,0

2095

wc

2,0

2102

1730

ham

paanpesu

6,0

2072

ATK-ristikytkentätilat2,0

2025

AT

K-r

istik

ytke

ntä

tilat

2,5

2097

2. kr

s 1

: 2

00

HA

MM

AS

LÄ

ÄK

ET

IET

EE

N U

UD

ISR

AK

EN

NU

S

OY

-01055 / 2

900

27.3

.2014

Floor Plan

Axonometric view of open office for professors Open office perspective

27

PUJALT PRIVATE HOUSE p l a c e : P u j a l t , S p a i n

E m p l o y e r : A r r i o l a & F i o l A r q u i t e c t e s

The private house in Pujalt in Spain is designed for 2 families living to-gether. 4 floors accommodate flexible rooms created with partitions. One side of the building is ajusted to the old stone wall. The facade replicates the look of the old wall and merges the building into its surrounding. The oppisite longitudinal wall is a cutrain wall with steel beams.

Tasks: Design Phase drawings, wet area plans, furniture layout on plans, detailing of kitchens

Floor Plan

Longitudinal Section Entrance facade

28

MFWF THE IMMERSERYp l a c e : M e l b o u r n e , A u s t r a l i a

E m p l o y e r : H a s s e l l

I n c o l l a b o r a t i o n w i t h M F W F d e s i g n t e a m

The Immersery hub was designed to be a centrepiece of the 2014 Mel-bourne Food and Wine Festival sited on the edge of the Yarra River at Queensbridge Square on Melbourne’s Southbank. Responding to the Fes-tival’s theme – water – a multi-tiered installation cascading over the edge of the river was developed. The three states of water – solid, liquid and vapour – were the inspiration for the three key spaces, celebrating the role of water in urban life.A construction barge, floating on the river, represented the solid state of water and hosted a cocktail bar. The Queensbridge Square concourse used planting to demonstrate water in its liquid form, creating a lush land-scape for the festival kitchen and raingarden lounge. Above these, the ‘cloud’ pavilion, representing vapour, presented a unique experience.Taking advantage of existing site conditions the installation added ele-ments to heighten the experience and demonstrate what is possible in the urban context. Strong vertical movement over existing and tempo-rary stairs symbolised phases in the water cycle and offered a dynamic spatial arrangement. Published on http://www.archdaily.com/483079/the-immersery-hassell/

Task: Design of the festival hub, visualisation, construction drawings

PLAZA

0

A1 A2 A3 A4 A5

BRIDGE

3700

DECK

4000

RL 5.300

L01

RL 5.800

L02

RL 6.300

L03

RL 7.100

L04

RL 8.100

L05

RL 9.300

L06

730 2570 2570 730

(L02-L06) 100mm DIA. WHITE PVC PIPEFIXED TO UNDERSIDE OF SCAFFOLDINGFRAME WITH CABLE TIES. TWO FIXINGPOINTS MIN.

NOTE: LOCATION OF PIPES INDICITIVEONLY

3100

EXISTING BRIDGE STRUCTURE

5300

1200

1000

800

500

300

1000

2100

MIN

9300

NO

M.

BAL BAL

SCAFFOLDING FRAME TO PLAZA LEVELBEYOND EXTEND OF EXISTING BRIDGE

CANTILEVER VARIES PER LENGTH1000 MAX

CANTILEVER VARIES PER LENGTH1000 MAX

(L01) 100mm DIA. WHITE PVC PIPESFIXED ON TOP OF SCAFFOLDINGFRAME FIXED WITH CABLE TIES. TWOFIXING POINTS MIN.

SCAFFOLDING BY OTHERS

VARIES1000 MAX

VARIES1000 MAX

2750

C.O

.S

6600

8600

SE

TO

UT

LA

YE

RS

FO

R P

IPE

FIX

ING

4000

0 1 2 4m

1:50

Revision Date Scale Client Project Name Drawing

HASSELLOriginal Sheet Size A1- 841 x 594mm

1 : 50 @ A1 0621MELBOURNE FOOD &WINE FESTIVAL

THE IMMERSARY

BRIDGE - SECTIONS

1 : 50SK02

1 'THE COLOUD' TYPICAL CROSS SECTION

NOTE:- ENGINEERING DRAWINGS REQUIRED FOR ALL PROPOSED WALLS AND CLADDING.ANY SURFACES PROPOSED FOR THE FIXING OF SIGNAGE MUST BE CERTIFIED BYENGINEER. - ALL SET OUT DIMENSION TO BE CONFIRMED PRIOR TO COMMENCEMENT ANYDISCREPANCIES TO BE ADVISED TO ARCHITECT - STRUCTURE TO BE REVIEWED BY ENGINEER

9/12/13A

16/12/13B

20/12/13C

Cloud Section

The Hub Axonometry

Images and drawings courtesy of Hassell

30

SCALE MODELS

31

SCALE MODELS ARCHITECTURAL PHOTOGRAPHY

julia zaritskaja portfolio

Documents

r i t s

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