Portfolio

Page 1

JULIANNA TONG

ARCHITECTURE PORTFOLIO



A.0 OVERVIEW

4

A.1 FIRST YEAR STUDIO: EARTH MODEL MAKING FINAL GENERATION

6 8 14

A.2 SECOND YEAR STUDIO: AIR GRASSHOPPER FINAL GENERATION

26 29

A.3 THIRD YEAR STUDIO: FIRE FINAL GENERATION PHOTOSHOP RENDERS

37 52

A.4 THIRD YEAR CONSTRUCTION MODEL MAKING & AUTOCAD

58

A.5 LINKS FOR FULL FOLIO DEVELOPMENTS 60

3


A.0 OVERVIEW

4

A

.1

A

.2

FIRST YEAR STUDIO : EARTH THEME: SECRETS

SECOND YEAR STUDIO: AIR THEME: TRANSPARENCY

SKILLS DEVELOPED: PHOTOSHOP & ILLUSTRATOR RHINO MODEL MAKING

SKILLS DEVELOPED: GRASSHOPPER RHINO MODEL MAKING RENDERING SOFTWEAR VRAY


.4

SKILLS DEVELOPED: AUTOCAD MODEL MAKING

GENERAL INFORMATION

RL 41.35

THE SITE WAS A VACANT AREA USED AS A CAR PARK, BOREHOLD 2 WAS DRILLED NEAR THIS AREA TO TEST OUT THE SOIL CONDITIONS OF THE EXISTING SITE. THE SITE IS RECCOMENDED TO BE USING PAD AND STRIP FOOTINGS WITH ALSO USE OF BORED PIERS TO SUPPORT THE BUILDING. ALL BUILDING ELEMENTS MUST FOLLOW IN ACCORDANCE TO THE AUSTRALIAN BUILDING CODE STANDARDS AND MUST TAKE IN CONSIDERATION THE GEOTECHNICAL REPORT FOR SUGGESTIONS OF EXCAVATION AND CONSTRUCTION OF THE SITE.

DETAILS FOUNDATION AND NATURAL SOIL 1.2 1.2 1.3 1.4 1.5 1.6

9.6 9.5

9.2

9.9 9.10

FOUNDATION

9.7

3 GR DE

9.8

EE

9.1

FAL L

7.8

7.7

9.11

LL

7.6

7.5

9.13

8.1 8.2 8.3 8.4 11.3

8.5 7.9 7.4 7.3

RL 37..03

12.3 11.1

RL 36.00

7.2 6.8 6.9 7.1 3

6.6

DE GR

EE

6.7

6.2 FA

LL

12.2

6.10

6.3

6.5 6.4

5.7

6.1

5.6 6.11 6.12

5.5 5.4

6.13

5.3 5.2 5.1

RL 31.80

12.1 3.10

RL 27.60

RL 28.22 RL 23.32

RL 18.32 4.7

10.3

1.5

3.9

1.4

3.8

2.9

3.7

4.4

3.6

4.3

10.1

4.2

10.2

4.1

3.5

2.7

3.4

4.6

3.3

4.5 3.1

MASS CONCRETE 50MM OF BINDING 3-L12-TRENCH MESH BAR CHAIR LIGATURES N12 – 200 CENTERS Z BAR WITH HORIZONTAL BAR FIXING 50MM OF BINDING N12 – 200 REINFORCEMENT MESH 1500 X 1500 X 75 PAD FOOTING

3.1 150MM THICK CONCRETE SLAB WITH EDGE BEAM 3.2 COMPACTED FILL 3.3 STABILISED SAND 3.4 100MM THICK SACRIFICIAL VOID FORM 3.5 0.2MM THIN POLYTHENE MEMBRANE 3.6 BORED PIER 3.7 BAR CHAIR 3.8 2N12 BARS X 3000 LONG SLAB REINFORCEMENT 3.9 BORED PIER FIXING ROD 3.10 SL92 MESH WITH 30MM OF COVER ON TOP AND BOTTOM

WALL SYSTEM GROUND FLOOR 9.12

8.6

11.2

2.8

1700MM OF SILTSTONE 500MM OF CLAY 500MM OF STABILISED CRUSHED ROCK AND CEMENT FILL 300MM OF CRUSHED ROCK FILL MIX OF NATURAL SOIL AND GRASS CONCRETE PAVEMENT

FOOTING 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9

9.4 9.3

FA

SKILLS DEVELOPED: PHOTOSHOP RENDER WITH LUMION RHINO AUTOCAD

A

THIRD YEAR CONSTRUCTION

DE GR EE

.3

3

A

THIRD YEAR STUDIO: FIRE THEME: LEARN WITH NATURE

3.2

4.1 4.2 4.3 4.4 4.5 4.6 4.7

GLASS WOOL INSULATION WITH R2.5 SARKING 150MM PRECAST CONCRETE PANEL WEEPHOLE 13MM PLASTERBOARD 64MM NOM STEEL STUD FRAME 390 X 90 X 90 BLOCKWORK WALL WITH 10MM MORTAR, HONED FACE, HOLLOW

CEILING SYSTEMS GROUND FLOOR 5.1 5.2 5.3 5.4 5.5 5.6 5.7

SUSPENSION JOINER TOP CROSS RAIL RONDOS ‘KEY LOCK’ SUSPENSION ROD SUSPENSION CLIP ATTACHED TO CONCRETE SLAB FURRING CHANNEL 10MM PLASTERBOARD ON LOWER LEVEL AND TIMBER LINING AT HIGHER LEVEL INSULATION

ROOF SYSTEMS GROUND FLOOR & FIRST FLOOR SLAB SYSTEM 6.1 6.2 6.3 6.4 6.5 6.6 6.7 6.8 6.9 6.10 6.11 6.12 6.13

TANKING N12 - 200 MESH WITH 30MM OF COVER ON TOP AND BOTTOM 220MM SLAB AT THIS AREA VARIES TO 450-550 WIDTHS C PURLIN (C15015) 1200 CENTERS SPANDEK 0.48 BMT BLUESCOPE LYSAGHT METAL DECK ROOF CSR BRADFORD ROOFING BLANKET THERMOFOIL 730 150 X 75 PFC 250 WIDE EAVE GUTTER FALL INTO 880X350X250 DOWNPIPE GUTTER BOX METAL FLASHING 10MM THICK CLEAT PLATE WITH 2M16-8.8 BOLTS METAL FLASHING METAL FLASHING OVER PLYWOOD SUPPORT METAL CLADDING FIXED TO FASCIA

WALL SYSTEM FIRST FLOOR 7.1 7.2

7.3 7.4 7.5 7.6 7.7 7.8 7.9

DOWNPIPE 46MM ALUMINIUM COMPOSITE CLADDING, 4MM THICK PANELS WITH 10MM JOINTS, INSTALLED ON MARINE GRADE PLYWOOD FOR SUPPORT, DIRECT STICK CLADDING METHOD REQUIRES JOINING ELEMENT OF FLAT PLATE SARKING GLASS WOOL INSULATION IN BETWEEN TIMBER STUD FRAMING SYSTEM 90MM STUD FRAMING SYSTEM ALUMINIUM COMPOSITE CLADDING FACING ROOF 89X89X6.6 SQUARE HOLLOW SECTION 13MM PLASTERBOARD

CEILING SYSTEM FIRST FLOOR 8.1 8.2 8.3 8.4 8.5 8.6

C PURLIN (C20024) PLACED AT 1200 CENTERS 10MM THICK CLEAT PLATE WITH 2M16-8.8 BOLTS 150 PFC 90MM TIMBER STUD FRAMING MEMBER FIXING PLATE WITH 4.6/S BOLTS AT 900 CENTERS 10MM PLASTERBOARD SUSPENDED CEILING

ROOF SYSTEMS FIRST FLOOR 9.1 9.2 9.3 9.4 9.5 9.6 9.7 9.8 9.9 9.10 9.11 9.12 9.13

SPANDEK 0.48 BMT BLUESCOPE LYSAGHT METAL DECK ROOF ROOFING INSULATION BLANKET FLASHING SARKING ALUMINIUM COMPOSITE CLADDING FACING DOWN ALUMINIUM COMPOSITE CLADDING WITH TIMBER FIXING PLAT3 WITHIN C PURLIN (C20024) PLACED AT 1200 CENTERS 180 PFC WITH 10MM THICK CLEAT PLATE AND 2M16 – 8.8/S BOLTS 150 WIDE EAVES GUTTER ALUMINIUM COMPOSITE CLADDING 250 WIDE EAVES GUTTER METAL CLADDING FIXED TO FASCIA ROOF METAL FLASHING

GROUND FLOOR DETAIL

10.1 PENINSULA BENCH LOCKABLE TO BENCH 10.2 PENINSULA BENCH 10.3 FRAMELESS SLIDING GLASS DISPLAY CABINET

FIRST FLOOR DETAIL

11.1 ALUMINIUM SLDING DOOR 11.2 500MM HIGH GLASS SEMI FRAMELESS 11.3 STUD WALL

FLOOR FINISHES

12.1 VINYL FLOOR 12.2 CARPET 12.3 TILES

LEGEND INSULATION BATTING

STABILISED SAND

PLASTERBOARD

COMPACTED FILL

SARKING

CRUSHED ROCK AND CEMENT FILL

GRASS

CLAY

CONCRETE

SILTSTONE

POLYSTYRENE FOAM

CRUSHED ROCK FILL

MASS CONCRETE 1.3

2.3

2.2

N

2.4

2.5

2.1 1.2

1.1 1.6

2.6

SECTION A SCALE 1:20 @ A0 JULIANNA JIN JIE TONG STUDENT ID: 832401 TUTOR : LUKE WILSON TUTORIAL : 16

5


A

.1

A place of secrets.....


You know it exists.......

But can you


A.1 MODEL MAKING

DISCOVERY OF THE MAIN DESIGN ELEMENTS

line/ plane, at its most simple form.

a model strongly based on the stairs precedent, using the replication of the same elements and connectto create a form allowed perception to play a part in the model, All these elements connect together in e as a point, extruding into lines and planes.

Point / Line / Plane: Playing with perception Point/ line/ plane, at its most simple form. LINE/ PLANE, AT ITS MOST SIMPLE FORM POINT/ Using the replication of different scaled frames located behind each other allowed perception to play a part in the model. Joined together with abased simpleonpiece of wire allows point to be when look atelements the model from the front, it’s a I created a model strongly the stairs precedent, using thelocated, replication of you the same and connectplanetobut on the side allowed they are perception viewed as lines. ing them create a form to play a part in the model, All these elements connect together in

the centre as a point, extruding into lines and planes.

8


FRAME AND INFILL

9


In my first conceptual, I tested around with materials that allowed to create a ghosted effect, using various materials of tissue, baking paper and tracing paper, I completed my first conceptacle as a test of the ghosting effect. 10


11


During my first conceptacle, I started to realis ing paper, when I first pulled out such mater lowed me to create my second conceptacle making. With a supporting structure within, t what is within

12


se some of the natural aesthetics some materials like bakrial, it had a natural curve to the material already. This alfocusing on these natural curves that the material was the frosted exterior is natural and also achieves a hint of

13


MY IDEA OF

Secrets are something to be found, It is not completely hidden, but it is not fully visible As an outsider, a secrets presence can be easily felt Therefore we strive to learn what it is For someone to strive for this secret, they have to be curious.... Hints are the key to curiosity.

14


y visible

asily felt

ave to be curious....

15


DESIGN DEVELOPMENT

Basic supporting framework of my pavilion development. Taking inspiration from my point/line/ plane model, I created the primary structure to my pavilion. This structure is to be holding the artworks in the gallery.

16

Frosted exterior choice #1 The exterior was designed with a diverse, dimensional approach whereby the sheets are put together in an in-cohesive, natural way.

Frosted exterior choic This is a more regular the frosted exterior, w natural curves of the m sheets interlock with e they go around the b


ce #2 r approach to with using the material, the each other as building

Underground design The underground is where the store, the toilets and the storeroom are located, Unlike upstairs, the basement uses artificial lighting to define space, it is a public area for communication purposes.

17


18


19


20


SECTIONS

50.00

0.00

21


22


23


24


25


B.

3 REVERSE ENGINEERING PROCESS

A

.2 GRASSHOPPER

NUMBER SLIDER

THE PROCESS OF REVERSE ENGINEERING

LOFT

SURFACE

MULTIPLICATION

EVAL SRF SRF CP

MOVE AREA

CIRCLE

QUADS

END

POINT

DISTANCE NUMBER SLIDER

BOUNDS

REMAP

DOMAIN

NUMBER SLIDER

26

STEP ONE.

STEP TWO.

Start with a lofted surface

Split that surface into a grid

58

CRITERIA DESIGN

STEP THREE.

Find the midpoint of all the grids

STEP FOUR.

Create circles at all of the centers

move towards


SEAM

B.

RULE SRF

4 TECHNIQUE DEVELOPMENT

MOVE : 0

MOVE : 15

MOVE : 30

MOVE : 55

DOMAIN NUMBER CHANGE

DOMAIN NUMBER CHANGE + MOVE

DOMAIN NUMBER CHANGE + MOVE

REVERSING THE SIDE OF THE MOVE

ATTRACTOR POINT CHANGE

ATTRACTOR POINT CHANGE

SPECIES 1 ORIGINAL DEFINITION (A PLAY WITH SLIDERS)

CURVE CP

SPECIES 2 ATTRACTOR POINT The attractor point here is used to define the radius of the circles and also the height of each panel, therefore there are 2 attractor points that are experimented with in this species

62

STEP FIVE.

those circles s a vector point

CREATING A RANDOM EXTRUSION

CRITERIA DESIGN

STEP SIX.

MOVE : 0

MOVE : 10

REVERSE OF THE EXTRUDING FACE

MINIMISING THE SURFACE

CRITERIA DESIGN

63

CRITERIA DESIGN

65

SPECIES 3 LUNCHBOX: ENNEPER SURFACE

SPECIES 4 ROTATE AXIS By defining different the start, step and count of the rotational axis i am able to create these iterations whereby some are fully rotated and some are still part of the original grid.

loft the circles that are moved with the original grid

64

CRITERIA DESIGN

59

CRITERIA DESIGN

27


134

PROJECT PROPOSAL


A

.2 ACOUSTIC POD DESIGN

29 PROJECT PROPOSAL

135


C.

3 FINAL DETAIL MO

126

PROJECT PROPOSAL

PROJECT PROP


130

PROJECT PROPOSAL

PROJECT PROPOSAL

131

ODEL

POSAL

31 127


140

32

PROJECT PROPOSAL

PROJECT PROPOSAL

141


142

PROJECT PROPOSAL

PROJECT PROPOSAL

143

33


A

.2 ACOUSTIC POD DESIGN DEVELOPMENT

C.

3 FINAL DETAIL MODEL: INTENDED USER EXPERIENCE

T

he acoustic pod would be placed in the corner of the office facing the circulation pathways in the office, we decided this was the right location because we wanted the acoustic pod to be something that looks open and welcoming to the people outside, therefore we located the entrance towards the centre of circulation. We want the users to be able to walk into the acoustic pod and feel a sense of privacy, the design allows people from the outside to be able to see a shadow inside of the shell therefore knowing that it is occupied, this shadow casted out can also allow the people on the inside have a sense of security knowing that no one will come into the space when it is occupied. When the users are having a conversation inside the pod, it is expected that the sound waves would be dampen by the double layered membrane and when it hits the semi transparent outer layer the sound is dampen even more. This allows the office space to be used efficiently, whereby the users outside will not be able to pay great attention to the conversation been held inside the acoustic pod as they will not be able to hear it. A shell shaped pod was the form that we chose like explained earlier in this portfolio, inside the shell the sounds created by the users in the acoustic pod would be clear therefore satisfying the needs of an acoustic pod and allows the pods main function to be to hold conversations. The shiny surface viewed from the exterior of the design gives the office a soft look and blends in with the rest of the surroundings, users will be able to work efficiently around the acoustic pod even though it is a area of conversation. Inside the shell, the circles will be smaller on the far end opening side of the design, we decided this by recognising the fact of where sound needs to be dampen the most and where it does not, therefore the larger opening would need larger modules to dampen the sound whilst the smaller opening would not need the same sized modules to dampen the sound. The smaller circles also mean we have a more denser tessellation therefore it will still perform great in dampening the sound. Thus both openings are acoustically designed for the users inside the pod and outside. We want our design to be able to provide privacy unconsciously, we want the users to want to go into this area when a private conversation is needed.

PROJECT PROPOSAL

146

34

PROJECT PROPOSAL

147


C.

3 FINAL DETAIL SHELL

T

he smooth surface on the outside will create a perfect contrast the rough extruding details of the interior, the design will fit into the office space as a acoustically functionable structure that allows conversation to be private and clear to the intended users, but muted to the others.

148

PROJECT PROPOSAL

PROJECT PROPOSAL

149

35


36


A

.3 FIRE STUDIO

DESIGN FOR UNIVERSITY HIGH SCHOOL SPORTS / EDUCATION CENTRE MAIN IDEA: LEARN WITH NATURE

37


FINAL FLOOR PLANS

SECOND FLOOR: PRIVATE AREA CLASSROOMS PRIVATE STUDY AREAS ACOUSTIC PODS STAFF AREA

L2 FIRST FLOOR: SEMI PRIVATE AREA CLASSROOMS VIEWING AREA FOR SPORTS GROUP STUDY AREAS

L1

GROUND FLOOR: PUBLIC AREA

GROUND FLOOR

SPORTS COMPLEX AEROBICS CENTRE GYM COMMON ROOM RECEPTION

The ground floor mainly focused on the sports complex and social areas, the level is promoted as a public are that can be hired out for other uses on the weekends to generate revenue for the school. There are two entrances to the learning complex and two at the sports stadium to allow easy access from story street, royal parade and the existing school grounds.

G

bike storage area is around the side under the shade that will be provided in the higher levels. 38


FIRST FLOOR

SECOND FLOOR

The first floor focuses on a more semi private area, where you are able to view the sports along the entire lobby, the study areas here promote group work and allow users to work together. classes are placed centrally with lockers surrounding the areas. lockers will be located near the viewing area for space. classrooms on this level also have slidable walls therefore is able to be joined for bigger classes.

The second floor only focuses on the idea of private study, because it is the highest level to reach, people who will go to this level are people who need to have a purpose on the level. therefore this level is perfect for private studies and also the staff office. the stagg office consists of two main offices and a staff kitchen with a meeting room. Study areas on this floor are all private and cater to individual studies, although there a bookable acoustic pods and study rooms. 39


HIGH CEILING A high ceiling design will allow for a connectivity between all levels, it will also allow for more natural light and an experience of walking into something grand. I believe this will support my idea of connectivity and nature A greenery wall will be used here for better oxygen and connection to the exterior landscape

40


SLIDABLE CLASSROOM WALLS The idea of being able to slide two classroms open so they can be connected is to promote pedagogy, I tried to create a way of maybe completely removing the wall so that the space can open up as a whole (illustrated in my diagram above) Slidable walls can be acoustically beneficial as they can vary in thickness and insualting materials while the foldable wall that goes up in my illustration will not have the acoustic qualties. 41


SKYLIGHT The purpose of this skylight system 1. provide natural lighting for the sports stadium 2. provide natural lighting to the study area on level two some people may ask what happens if users get distracted by the sports happening below them. The way i wanted to design the tables were so that the users were not able to see the sports complex when they are seated because of the width. Standind up however will provide you with a view of the sports stadium therefore being a very useful way of connecting students when they are circulating around the floor.

42


POLYCARBONATE SHEETING WALL FOR STADIUM This material will allow a play with transparency, the form will take on many panels of different sizes depending of the form of the stadium walls. The form of the stadium walls were decided by the location of the trees as they shape the way the stadium looks like therefore making the sports area almost seem like it is wrapped around the columns i created. In the morning the columns will be able to be seen from the inside whilst at night the columns on the inside is able to be seen on the outside.

43


SHORT SECTION

44


LONG SECTION

45


46


A DIRECTION finalised plans of how the trees and columns will help lead the users to the entrances.

47


A VIEWING AREA

NATURE

48


CONSTRUCTION DETAILS load will travel from the metal deck roof onto the steel purlin and joist system which then will flow down a column system with also some precast walls -> into the post tension slabs. The slabs will then again transfer load into the columns and precast walls. The process repeats itself until it reaches the ground into a set of strip footings and pad footings depending on the load On the sports side, load will travel from the metal deck roof onto the same second floor system and is then held up by 3m high truss system that holds the area ontop of the sports stadium. The load then travels down thick columns into the ground

49


ATMOSPHERE & CONSTRUCTION DETAIL The viewing area will consist of many preforated panels of the same cut outs, the greenery will be vines that can grow through the preforated areas creating a naturally growing side to the building. the shadows this will cast will be something special to the building.

50


51


52


53


EXPERIENCE 54


55


56


57


A

.4 CONSTRUCTION

58


GENERAL INFORMATION

RL 41.35

THE SITE WAS A VACANT AREA USED AS A CAR PARK, BOREHOLD 2 WAS DRILLED NEAR THIS AREA TO TEST OUT THE SOIL CONDITIONS OF THE EXISTING SITE. THE SITE IS RECCOMENDED TO BE USING PAD AND STRIP FOOTINGS WITH ALSO USE OF BORED PIERS TO SUPPORT THE BUILDING. ALL BUILDING ELEMENTS MUST FOLLOW IN ACCORDANCE TO THE AUSTRALIAN BUILDING CODE STANDARDS AND MUST TAKE IN CONSIDERATION THE GEOTECHNICAL REPORT FOR SUGGESTIONS OF EXCAVATION AND CONSTRUCTION OF THE SITE.

DETAILS FOUNDATION AND NATURAL SOIL 1.2 1.2 1.3 1.4 1.5 1.6

9.6 9.5

FOOTING

9.9

2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9

9.10

FOUNDATION

9.4 9.3 9.2

9.7

3 GR DE

9.8

EE

9.1

LL FA

7.8

7.7

9.11

3

DE GR

EE

FA LL

7.6

7.5

9.13 8.6 8.1 8.2 8.3

11.2

8.4 11.3

8.5 7.9 7.4 7.3

RL 37..03

12.3 11.1

RL 36.00

7.2 6.8 6.9 7.1 3

6.6

DE GR

EE

6.7

6.2 FA L

L

12.2

6.10

6.3

6.5 6.4

5.7

6.1

5.6 6.11 6.12

5.5 5.4

6.13

5.3 5.2 5.1

RL 31.80

12.1 3.10

RL 27.60

RL 28.22 RL 23.32

RL 18.32 4.7

10.3 3.9

1.4

3.8

2.9

3.7

4.4

3.6

4.3

10.1

4.2

10.2

4.1 2.8

3.5

2.7

3.4

4.6

3.3

4.5 3.1

3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10

MASS CONCRETE 50MM OF BINDING 3-L12-TRENCH MESH BAR CHAIR LIGATURES N12 – 200 CENTERS Z BAR WITH HORIZONTAL BAR FIXING 50MM OF BINDING N12 – 200 REINFORCEMENT MESH 1500 X 1500 X 75 PAD FOOTING 150MM THICK CONCRETE SLAB WITH EDGE BEAM COMPACTED FILL STABILISED SAND 100MM THICK SACRIFICIAL VOID FORM 0.2MM THIN POLYTHENE MEMBRANE BORED PIER BAR CHAIR 2N12 BARS X 3000 LONG SLAB REINFORCEMENT BORED PIER FIXING ROD SL92 MESH WITH 30MM OF COVER ON TOP AND BOTTOM

WALL SYSTEM GROUND FLOOR 9.12

1.5

1700MM OF SILTSTONE 500MM OF CLAY 500MM OF STABILISED CRUSHED ROCK AND CEMENT FILL 300MM OF CRUSHED ROCK FILL MIX OF NATURAL SOIL AND GRASS CONCRETE PAVEMENT

3.2

4.1 4.2 4.3 4.4 4.5 4.6 4.7

GLASS WOOL INSULATION WITH R2.5 SARKING 150MM PRECAST CONCRETE PANEL WEEPHOLE 13MM PLASTERBOARD 64MM NOM STEEL STUD FRAME 390 X 90 X 90 BLOCKWORK WALL WITH 10MM MORTAR, HONED FACE, HOLLOW

CEILING SYSTEMS GROUND FLOOR 5.1 5.2 5.3 5.4 5.5 5.6 5.7

SUSPENSION JOINER TOP CROSS RAIL RONDOS ‘KEY LOCK’ SUSPENSION ROD SUSPENSION CLIP ATTACHED TO CONCRETE SLAB FURRING CHANNEL 10MM PLASTERBOARD ON LOWER LEVEL AND TIMBER LINING AT HIGHER LEVEL INSULATION

ROOF SYSTEMS GROUND FLOOR & FIRST FLOOR SLAB SYSTEM 6.1 6.2 6.3 6.4 6.5 6.6 6.7 6.8 6.9 6.10 6.11 6.12 6.13

TANKING N12 - 200 MESH WITH 30MM OF COVER ON TOP AND BOTTOM 220MM SLAB AT THIS AREA VARIES TO 450-550 WIDTHS C PURLIN (C15015) 1200 CENTERS SPANDEK 0.48 BMT BLUESCOPE LYSAGHT METAL DECK ROOF CSR BRADFORD ROOFING BLANKET THERMOFOIL 730 150 X 75 PFC 250 WIDE EAVE GUTTER FALL INTO 880X350X250 DOWNPIPE GUTTER BOX METAL FLASHING 10MM THICK CLEAT PLATE WITH 2M16-8.8 BOLTS METAL FLASHING METAL FLASHING OVER PLYWOOD SUPPORT METAL CLADDING FIXED TO FASCIA

WALL SYSTEM FIRST FLOOR 7.1 7.2

7.3 7.4 7.5 7.6 7.7 7.8 7.9

DOWNPIPE 46MM ALUMINIUM COMPOSITE CLADDING, 4MM THICK PANELS WITH 10MM JOINTS, INSTALLED ON MARINE GRADE PLYWOOD FOR SUPPORT, DIRECT STICK CLADDING METHOD REQUIRES JOINING ELEMENT OF FLAT PLATE SARKING GLASS WOOL INSULATION IN BETWEEN TIMBER STUD FRAMING SYSTEM 90MM STUD FRAMING SYSTEM ALUMINIUM COMPOSITE CLADDING FACING ROOF 89X89X6.6 SQUARE HOLLOW SECTION 13MM PLASTERBOARD

CEILING SYSTEM FIRST FLOOR

8.1 8.2 8.3 8.4 8.5 8.6

C PURLIN (C20024) PLACED AT 1200 CENTERS 10MM THICK CLEAT PLATE WITH 2M16-8.8 BOLTS 150 PFC 90MM TIMBER STUD FRAMING MEMBER FIXING PLATE WITH 4.6/S BOLTS AT 900 CENTERS 10MM PLASTERBOARD SUSPENDED CEILING

ROOF SYSTEMS FIRST FLOOR 9.1 9.2 9.3 9.4 9.5 9.6 9.7 9.8 9.9 9.10 9.11 9.12 9.13

SPANDEK 0.48 BMT BLUESCOPE LYSAGHT METAL DECK ROOF ROOFING INSULATION BLANKET FLASHING SARKING ALUMINIUM COMPOSITE CLADDING FACING DOWN ALUMINIUM COMPOSITE CLADDING WITH TIMBER FIXING PLAT3 WITHIN C PURLIN (C20024) PLACED AT 1200 CENTERS 180 PFC WITH 10MM THICK CLEAT PLATE AND 2M16 – 8.8/S BOLTS 150 WIDE EAVES GUTTER ALUMINIUM COMPOSITE CLADDING 250 WIDE EAVES GUTTER METAL CLADDING FIXED TO FASCIA ROOF METAL FLASHING

GROUND FLOOR DETAIL

10.1 PENINSULA BENCH LOCKABLE TO BENCH 10.2 PENINSULA BENCH 10.3 FRAMELESS SLIDING GLASS DISPLAY CABINET

FIRST FLOOR DETAIL

11.1 ALUMINIUM SLDING DOOR 11.2 500MM HIGH GLASS SEMI FRAMELESS 11.3 STUD WALL

FLOOR FINISHES

12.1 VINYL FLOOR 12.2 CARPET 12.3 TILES

LEGEND INSULATION BATTING

STABILISED SAND

PLASTERBOARD

COMPACTED FILL

SARKING

CRUSHED ROCK AND CEMENT FILL

GRASS

CLAY

CONCRETE

SILTSTONE

POLYSTYRENE FOAM

CRUSHED ROCK FILL

MASS CONCRETE 1.3

2.3

2.2

N

2.4

2.5

2.1 1.2

1.1 1.6

2.6

SECTION A SCALE 1:20 @ A0 JULIANNA JIN JIE TONG STUDENT ID: 832401 TUTOR : LUKE WILSON TUTORIAL : 16

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LINKS FIRST YEAR JOURNAL: https://issuu.com/juliannatong/docs/earth_book_2017 SECOND YEAR JOURNAL: https://issuu.com/juliannatong/docs/832401_julianna_tong_final_air_ jour THIRD YEAR JOURNAL: https://issuu.com/juliannatong/docs/journal

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