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2
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
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
6
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
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
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
PR
OD
UC
ED
BY
AN
AU
TO
DE
SK
ST
UD
EN
T P
RO
DU
CT
PRODUCED BY AN AUTODESK STUDENT PRODUCT
PR
OD
UC
ED
BY
AN
AU
TO
DE
SK
ST
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T P
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CT
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
10
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
Cabin TYPE 1:Area - 30m2Materials - Prefabricated cross-laminated wooden panels, Pine wooden planks for interior and exterior
12
NORTHERN LIGHTS OBSERVATORY CENTREp 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 , 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
Cabin TYPE 2:Area - 30m2 + 4m2 saunaMaterials - Prefabricated cross-laminated wooden panels, Pine wooden planks for exterior, plywood for interior cladding
13
Cabin TYPE 3:Area - 40m2Materials - Prefabricated cross-laminated wooden panels, Treated pine wooden planks for exterior, plywood for interior cladding
14
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
U n i v e r s i t y o f O u l u , 3 - M a , 2 0 1 1
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
18
KITCHEN DESIGN
p l a c e : P u j a l t , S p a i n
U n i v e r s i t y o f O u l u , 3 - M a , 2 0 1 1
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
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.
21
24
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
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
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SR
LV-02A
REFER FACADESHOP DRAWINGFOR DETAIL
BMU TRACK ONSTEEL JACKS ON PADSAS PERSUBCONTRACTORSSPECIFICATIONS
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
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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
BMU TRACK ONSTEEL JACKS ON PADSAS PERSUBCONTRACTORSSPECIFICATIONS
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
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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
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1,089
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3,000
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3 x 1800
4 x 1800
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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
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538
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532
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1,15
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2,34080
801,
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630
3,202
11,039
6,000
5,777
22,200
5,353
9,440
3,18
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3,500
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9,39
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1,0201,620
1,020
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7,174
3,095
9,371
22,200
6,000
5,780
1,78060
2,40
0
4,25
5
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1,020140
4,835
1,150
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801,576
1,645
3,547 20,000 4,875
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18°
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18°18°1
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2A0
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3A04_0207
1A04_0002
1A04_0002
LINE OF RIBBONS
LINE OF RIBBONS
LINE OF RIBBONS
CS03
CS03
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CS03 CS03
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CS03
CS03
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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
1400mm HIGH ACTIVE LOUVRENON ACTIVE LOUVRE PORTIONTO BE BLANK OFF BY BUILDER
2600mm HIGH ACTIVE LOUVRENON ACTIVE LOUVRE PORTIONTO BE BLANK OFF BY BUILDER
700mm HIGH ACTIVE LOUVRENON ACTIVE LOUVRE PORTIONTO BE BLANK OFF BY BUILDER..
1710mm HIGH ACTIVE LOUVRENON ACTIVE LOUVRE PORTIONTO BE BLANK OFF BY BUILDER
1500mm HIGH ACTIVE LOUVRENON ACTIVE LOUVRE PORTIONTO BE BLANK OFF BY BUILDER
3600mm HIGH ACTIVE LOUVRENON ACTIVE LOUVRE PORTIONTO BE BLANK OFF BY BUILDER
1500mm 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
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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
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LV-01
LV-01 LV-01
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FH
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MC-01MC-01
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MC-01 LV-01 MC-01MC-01
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01
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01 L
V-01
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01 LV
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LV-0
1 L
V-01
LV-
01
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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
LOCAL BLANKINGREQUIRED AROUNDINDIVIDUALDISCHARGE DUCTSTO PREVENTRECIRCULATION
LOCAL BLANKINGREQUIRED AROUNDINDIVIDUALDISCHARGE DUCTSTO PREVENTRECIRCULATION
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
CAULKING TO BEAPPLIED TO STEELPENETRATIONSTHROUGH PLENUM
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
SPARE PLANT ZONE17-057
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°
BMU TRACK ONSTEEL JACKS ON PADSAS PERSUBCONTRACTORSSPECIFICATIONS
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
`C` CHANNEL ORSIMILAR SPANDECKSUPPORTFRAMEWORK TOSUITSUBCONTRACTORENG. DETAILS.
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
INSULATION 30KG/M3 OR SPRAYON MONOGLASS TO120MM
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
BMU TRACK ONSTEEL JACKS ON PADSAS PERSUBCONTRACTORSSPECIFICATIONS
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
BMU TRACK ONSTEEL JACKS ON PADSAS PERSUBCONTRACTORSSPECIFICATIONS
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
1400mm HIGH ACTIVE LOUVRENON ACTIVE LOUVRE PORTIONTO BE BLANK OFF BY BUILDER
2600mm HIGH ACTIVE LOUVRENON ACTIVE LOUVRE PORTIONTO BE BLANK OFF BY BUILDER
700mm HIGH ACTIVE LOUVRENON ACTIVE LOUVRE PORTIONTO BE BLANK OFF BY BUILDER..
1710mm HIGH ACTIVE LOUVRENON ACTIVE LOUVRE PORTIONTO BE BLANK OFF BY BUILDER
1500mm HIGH ACTIVE LOUVRENON ACTIVE LOUVRE PORTIONTO BE BLANK OFF BY BUILDER
3600mm HIGH ACTIVE LOUVRENON ACTIVE LOUVRE PORTIONTO BE BLANK OFF BY BUILDER
1500mm 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
LOCAL BLANKINGREQUIRED AROUNDINDIVIDUALDISCHARGE DUCTSTO PREVENTRECIRCULATION
LOCAL BLANKINGREQUIRED AROUNDINDIVIDUALDISCHARGE DUCTSTO PREVENTRECIRCULATION
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
CAULKING TO BEAPPLIED TO STEELPENETRATIONSTHROUGH PLENUM
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
SPARE PLANT ZONE17-057
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°
BMU TRACK ONSTEEL JACKS ON PADSAS PERSUBCONTRACTORSSPECIFICATIONS
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
`C` CHANNEL ORSIMILAR SPANDECKSUPPORTFRAMEWORK TOSUITSUBCONTRACTORENG. DETAILS.
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
INSULATION 30KG/M3 OR SPRAYON MONOGLASS TO120MM
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