Portfolio 2019

Page 1

MELBOURNE SCHOOL OF DESIGN ARCHITECTURE PORTFOLIO

DANIEL CHOW THE UNIVERSITY OF MELBOURNE MASTER OF ARCHITECTURE


TABLE OF CONTENTS I

ABOUT ME

II

THE WAVE 2019 MASTER STUDIO C (THE UNIVERSITY OF MELBOURNE)

III

YOUNG,WILD & GREEN 2018 STUDIO: FIRE (THE UNIVERSITY OF MELBOURNE)

IV

ABANDONED GLAM 2017 STUDIO: AIR (THE UNIVERSITY OF MELBOURNE)

V

PAVILION: (X)PLORATION 2017 STUDIO: EARTH (THE UNIVERSITY OF MELBOURNE)

VI

THE BOATHOUSE: A REM KOOLHAAS STUDY 2016 STUDIO: WATER (THE UNIVERSITY OF MELBOURNE)

VII

ELIZABETH BLACKBURN SCHOOL OF SCIENCES 2018 CONSTRUCTION DESIGN (THE UNIVERSITY OF MELBOURNE)

VIII

CARLTON SKY 2019 APPLIED ARCHITECTURAL TECHNOLOGY (THE UNIVERSITY OF MELBOURNE)

IX

CONCEPT T 2015 DESIGNING ENVIRONMENTS (THE UNIVERSITY OF MELBOURNE)


IV IX VII

III

VI

VIII

II

V


ABOUT ME

PERSONAL My name is Daniel Chow and I am an aspiring architect. I was born in Singapore but was raised in both Singapore and Shanghai. Having completed the Bachelor of Environments (Major in Architecture) in The University of Melbourne in 2018, I am now in the masters program in The University of Melbourne. I realize that architecture is more than just design but a way to express individuality and ideas through a realm of forms, technology, flow and materiality.

EDUCATION 2019 – Present (Melbourne, Australia) The Univesity of Melbourne Master of Architecture 2015 – 2018 (Melbourne, Australia) The University of Melbourne Bachelor of Environments Major in Architecture Graduated with Honours 2012 – 2013 (Melbourne, Australia) Trinity College (The University of Melbourne) Foundation Studies Average: High Distinction 2008 – 2011 (Singapore, Singapore) ACS (Barker Road) Secondary Education GCE 'O' Level 2001 – 2007 (Shanghai, China) Shanghai American School Elementary and Middle School


MODELLING SKILLS Lasercutting 3D Printing Hand-built modelling

EMPLOYMENT September 2018 - January 2019 (Singapore) ACID Avalon Collective Interior Design Internship - Assist in major projects - Helped in the selection of final materials - Attended site visits and meetings November 2017 – Februrary 2018 (Singapore) AC Consortium Pte Ltd (Subsidiary of RSP Architects) Internship - Assist in major projects - Creating final renders for major projects - Editing and calculating final construction numbers

SOFTWARE SKILLS Rhinoceros 3D AutoCAD Adobe Photoshop Adobe InDesign Adobe Illustrator Autodesk Revit SketchUp Grasshopper 3D Microsoft Office WordPress


THE WAVE COMMERCIAL PROPERTY JOHN SMYTH’S SCHOOL OF MUSIC DATE OF COMPLETION 2019 COUNTRY MELBOURNE, AUSTRALIA DESCRIPTION This new Sound School located in the new student precinct and it is called it The Wave. Music is a universal language that has the power to connect people at a level of complexity that few other things can. In enrolling in a Bachelor of Sound at the Melbourne School of Sound, the faculty housed within the Wave, an individual isn’t just to committing to learning the difference between a beep and a bop but rather committing to understanding the mechanics behind sound generation, it’s physiological and psychological effects, the creative ways it can be manipulated and becoming adept with various instruments and technologies. As part of their studies, students are also required to engage with the world around them and put what they learn into practice through activities such as composition, sound engineering, acoustic engineering or even exploring the effects of sound therapy.

Two

LEGEND One Two Three Four Five

Perspective section Perspective plan Elevation Interior perspective Axonometic campus plan

Three


One EXPLODED DIAGRAM PE

RF

OR

MA

NC

ES

PA CE

RE

CO R

DI

NG

ST

UD

RE

E AC SP

AR

HE

IO

L SA

CE PA

BR

OA D

CA

ST

ME

RI

IN

E XP

G

S AL NT

E

FA B

LA B

PE AR RCY CH GR IV AI E N

GE

R

MS

OO

R SS

A CL

Four Five PRIVATE

PUBLIC

ENTRY/EXIT POINTS

SEPARATION OF SPACES


SITE PLAN

CONCEPT DIAGRAMS FOR POTENTIAL SPACES

ORIGINAL CIRCULATION

AREA OF FOCUS

POTENTIAL SPACES

DECONSTRUCTED INSTRUMENT DIAGRAM


CONCEPT DIAGRAM


YOUNG, WILD & GREEN

SITE ANALYSIS Park Drive

Flemington Road

COMMERCIAL PROPERTY EXTENSION TO UNIVERSITY HIGH SCHOOL DATE OF COMPLETION 2018 COUNTRY MELBOURNE, AUSTRALIA DESCRIPTION As urban development increases in today’s world, it is important to ensure that spaces are being used efficiently and well. University high is located just at the border of the CBD and is surrounded by many other man made buildings. With little greenery in the area, it is important to note that us humans (especially high schoolers) still like to connect with nature and be outside. This school tries to accomplish that by incorporating open and green spaces, large expansive vertical volumes as well as the landscape around to blur the line between the outdoors and indoors.

SITE PLAN

Story Street

Royal Parade


COURTYARD

DESIGN ONE

PRIVATE GARDEN

DESIGN TWO

DESIGN THREE

CONCEPT I

CONCEPT II

CONCEPT III

GREEN WALL

ROOF TERRACE

ROOF TERRACE

ROOF TERRACE

CIRCULATION

GREEN FACADE CONTINUOUS CIRCULATION CONTINUOUS CIRCULATION

WATER FEATURE

UNDERGROUND SPACE

GREEN WALL

GREEN FACADE

SHAPE ANALYSIS

Large geometric space that employs an open plan and greenery

INTERIM ONE

Split into 2 separate programs (Public + Private spaces)

Introduction of floor to ceiling Courtyard + Green Roofs

INTERIM TWO

Introduction of Sky Bridges to create one homogenous design

Final Design that incorporates values explored earlier


Laminated and tempered flat glass floor

Second Floor

Third Floor

Third Floor

140mm thick Glass and steel balustrade

Second Floor First Floor

First Floor Mezzanine First Floor Mezzanine

400 x 400mm Steel Columns (Coated with a copper finish)

Reinforced concrete Retaining Wall (Core in both Complexes)

Ground Floor Ground Floor Mezzanine

First Floor Double glazed Curtain Wall with rectangular mullions Ground Floor Mezzanine

Reinforced Concrete Slab

PLAN

Ground Floor


EXPLODED DIAGRAM (left) As for the structure of the building, it features a reinforced concrete slab on both complexes and double glazed curtain walls. The columns are made of steel at are spread at 6m apart. The internal walls are timber studs while the core that is on both sides are a 300mm reinforced concrete retaining wall. There is a green roof on the second floor as mentioned earlier and it’s a 200mm extensive green roof so basically for small plants and herbs. Lastly, the top floor feature a portion whereby plan of the floor is glass to have natural light flow into the building. VERTICAL GARDENS (right) The main feature of my building are actually the 2 courtyards that run from ground floor all the way to the Top for both complexes. Known as vertical gardens, the one on the education side actually has a void on each floor creating a balcony like opening to this green courtyard. The sports complex features on top but does not have the void space. Both are covered with a glass roof. These gardens bring nature into the building and also provides natural light and acts as the heart of what the whole green theme revolves around. I have decided to use tropical rainforest plants are they do not require much sunlight or maintenance.

FACADE SYSTEM

Vertical Garden (Education)

Vertical Garden (Sports)


Open concept double volume Atrium

Corridor to classrooms featuring the Vertical Garden


Common area for solo/group study

Green Roof Learning Center (Outdoor Education)




ABANDONED GLAM

RHINO MODEL

APPAREL HIGH END DESIGNER DRESS DATE OF COMPLETION 2017 COUNTRY MELBOURNE, AUSTRALIA DESCRIPTION Taking inspiration from Croatian born fashion designer Matija Cop, we would use grasshopper to determine a basic connection detail that can be mutplied across an entire garment. Our form varied dramatically from prototyping to the final stage. Initially we had started of with a high collared, long sleeved garment but as we explored Grasshopper more, we had changed it to a full length dress as this gave us a wider design scope to play with multiple variations using Grasshopper tools like Weaverbird and Lunch Box on a garment with a larger surface area. For the final dress, we broke it down into four major components, a neck piece, a shoulder piece, waistband and skirt. Each of the four pieces are bespoke with each row containing a different sized tab and slit. The Grasshopper definition would have allowed for this as it would be adjusted to the length of each piece. As for the diamond pattern, it would increase with the size of the surface meaning that the neck piece would have smaller components while the skirt has the largest.

VARIATIONS

The tessellation of the dress allowed for ease of fabrication. The diamond pattern became on individual component that could be laser cut as a separate piece and assembled through a means of weaving the elements together. The garment is made up of some 192 individual pieces. In the nature of the post-apocalypse and post style we believe that our only form of identification would become through our clothes. We incorporated this in the garment by etching a unique identifier into the skirt and neck piece, that would become individualised as it is reproduced for others.

FINAL RENDERS

GRASSHOPPER SCRIPT


PROCESS


FINAL SHOTS



POINT LINE PLANE

MASS

FRAME & INFILL

The point line and plane technique alters as one changes his/her view. Viewed from different angles on elevation, each individual ‘structure’ seems as though it is connected by one point in the middle of it all to form almost like a cross like structure via the lines. When viewed in perspective, the model gets narrower as it ascends, embracing the concept of plane to line to point. When viewed from the top it is a consistent flow of alternating lines and planes as you move from left to right.

As the roots of our earth provide the foundation for us to stand on, this drawing represents strong fixtures that are intertwined within one another to create a sense of strength and heaviness to support the solid state above in an almost intimidating manner. Highly inspired by deep caves and tectonic plates, both the dark and light spaces correlate to each other.

This frame and infill model is based on abstraction. It shows that both frame and infill need one another to support this structure.


PAVILION: X(PLORATION) COMMERCIAL PROPERTY SECRET PAVILION DATE OF COMPLETION 2017 COUNTRY MELBOURNE, AUSTRALIA DESCRIPTION In today’s society, we tend to make assumptions by judging something/someone before fully understanding it. My idea embarks around the concept of illusionism, where the top seems light but gets deeper as one goes beneath the ground. This concept goes back to my notion of a secret where one will need to take a journey through exploration before uncovering something he/she may not have known before.

CONCEPTACLE This represents my notion of secret in an abstract manner. The top consists of a light and minimalistic frame that is open on all ends. The ground floor houses a piece of glass that looks toward the deep bottom to entice users to go beneath the surface. The glass portion is surrounded by point line and plane elements that are metaphorically protecting the secret beneath. This conceptacle serves as the foundation for the Pavilion.


SITE ANALYSIS Located toward the bottom of the island, the site chosen is easily accessible from both access points. At ten meters high, it is also the highest point of the island. Whilst open on one end, the other end is surrounded by trees creating a stark contrast between exposure and privacy.

Sun Path

Noise Source

Noise Source

Topography Greenery Walking Paths Access Points Travel Route Site Chosen

Noise Source

Prevailing Winds

ABOVE GROUND

ON GROUND

BELOW GROUND

1:500


PLAN Compromising of three levels, the footprint of the area gets larger as one proceeds downward.

FUNCTION DIAGRAM Function Diagram Vertical revolving door

‘Open’ stairs

The above ground portion is seamlessly incorporated into the hill of Herring Island. Covered in grass, it features a glass portion that looks to the secret room in the lowest level of the pavilion. Designed as a viewing platform, users may use this open space to enjoy panoramic views of the island.

Circulation Dark Space Light Space Secret Room Social Spaces Children hiding spots

As one enters the pavilion through the ground floor, he/she is only given one path, downward. The glass portion is once again looking toward the level below to entice the users to go beneath the surface via the ‘open’ stairs. Upon reaching the lowest level of the pavilion, one will find various spatial qualities here which drew inspiration from Bernard Tschumi’ plan. As the theme revolves around exploration, I wanted to create spaces of stark contrasts with a play on light and dark spaces. Each of the four domes feature a unique attribute that allows the user to interact with the space in order to proceed with his/her journey. (full details on the Function Diagram) While this pavilion is designed around secrecy, it is also catered to small families. The domes have large openings and are relatively short as it caters to a demographic of all ages. One may choose to leave the dome at any one point via the openings on either end that lead back to the main area.

Floor tactile paving Rope handle

Horizontal revolving door Secret room

FORM Three tectonics are merged together in this design. As the general shape features heavy elements of point line plane with hints of frame and infill, the experience as one wanders through the pavilion shows strong signs of mass.

ABOVE GROUND

ON GROUND

BELOW GROUND


Section AA


Sections 1:100

Section BB


THE BOATHOUSE: A REM KOOLHAAS STUDY COMMERCIAL PROPERTY BOATHOUSE DATE OF COMPLETION 2016 COUNTRY MELBOURNE, AUSTRALIA DESCRIPTION The concept of how a boathouse is connected to open waters emphasizes the idea of freedom and exploration which are the main themes for the design of this building. Inspired by a parallelogram, this asymmetrical building features sharp and clean lines with exaggerated angles all around. Compromising of 2.5 levels, each level boasts 6m high ceilings with floor to ceiling windows to allow an abundance of natural light through. The exterior surface is made of glass and a quilted patterned concrete that emphasizes the idea of multiple paths and choices. With every external panel of the building tilted at an angle, it gives the illusion of a wider, larger space both internally and externally.


SITE PLAN 8 3m

First Floor (Mezzanine)

10m

33m

7 - Bar (Outdoor)

8 - Bar (Outdoor)

8 13m

7 - Food Preperation

7 - Dining (open)

6

17m

SHAPE ANALYSIS

8

8

8 - Kitchen

7 - Food Storage

4m

First Floor

10.5

22.5m

27m

1st Floor 1 (Open)

3

2

Restaurant

2

4

Office

Cafe

16m

Circulation

5

20m

Hire Counter

Toilets + Showers

Boathouse Workshop

Boat Storage

Kiosk 4.5m

Ground Floor

Ground Floor

5m

22m


Plan 1:50 33m 27m

7 - Bar (Outdoor)

8 - Bar (Outdoor)

33m

33m

1 (Open)

27m

7 - Bar (Outdoor)

27m

3

8 - Bar (Outdoor)

1 (Open)

2

2

7 - Bar (Outdoor)

8 - Bar (Outdoor)

1 (Open)

4 8

3

3 13m

7 - Dining (open) 2

2

8

2

4 8

16m

13m

7 - Dining (open)

Plan 1:50

8

6

17m

8

13m

5

8

7 - Dining (open)

8

6

17m

8

4

2

7 - Food storage

3m

8 - Kitchen

8

6

17m

20m

16m

8

16m

5

5

8 7 - Food storage

3m

8

8 - Kitchen

10m

20m

Plan 1:50

7 - Food storage

4m

3m

10m

4m

4.5m

10.5m

10.5m

22.5m

22.5m

4.5m

5m

5m

20m

10m 4m

4.5m

8 - Kitchen

10.5m

22.5m

22m

22m

5m

SECTION A-A

SECTION B-B

22m

SECTION C-C

SECTION A-A 7 7

7

8

8

1

5

4

4


REM KOOLHAAS INSPIRATION Rem Koolhaas’ principle of mixing public and private space was very much incorporated into this design (Lynch, 2015). The North side of the boathouse features a full glass curtain wall that takes advantage of the unobstructed view of the city, park and of course, Yarra River. With elements like a glass elevator and stairs placed edge to edge to the glass curtain wall, it gives a sense of openness and airiness in an enclosed space. This method of connecting the building to its surrounding context is applied in many of Koolhaas’ designs, especially in Pierre Lassonde Pavillion (“Pierre Lassonde Pavillion,” 2016). As Koolhaas embarks on the idea of adventure, one has to constantly move around and just like Casa Da Musica, there is no lobby but instead, long corridors and stairs to connect each room (“Casa Da Musica,” 2014). As Koolhaas embarks on daring approaches, the boathouse storage does not face the front, instead, it is placed on the East side. The main reason being light. Should the storage be placed at the front end, the use of natural light would be compromised leaving the ground floor dull and stagnant which goes against what the principles of this building is all about.

SECTION B-B

SECTION C-C

8 8 8

8

7

6

7

8

8

3

3

2

2

1


ELEVATION VIEW

ELIZABETH BLACKBURN SCHOOL OF SCIENCES COMMERCIAL PROPERTY HIGH SCHOOL BUILDING DATE OF COMPLETION 2018 COUNTRY MELBOURNE, AUSTRALIA DESCRIPTION A scaled axonometric drawing and model of a certain section of the EBBS building. The section cut shows the structural systems present in the building. It covers all levels of the building including the soil profile, footings, reinforcement, steel, windows/door and type of roof used. With the drawing and model made, one can get a better understanding of what actually happens beneath the surface in a highly interactive way.


SCHEDULE DETAILS SOIL PROFILE 1. 0MM - 107MM CRUSHED ROCK CAPPED BY 30MM ASPHALT, BROWN GREY, MOIST, SILT, CLAY, MEDIUM DENSE 2. 107MM - 380MM CRUSHED ROCK AND CEMENT STABILISED, GREY BROWN, MOIST, TRACES OF SILT, MEDIUM DENSE 3. 380MM - 646MM CLAY, GREY BROWN, MOIST, SILTY, STIFF 4. 646MM - 2615MM EXTREMELY WEATHERED, YELLOW/ORANGE/GREY, SILTY AND GRAVELS, VERY LOW ROCK STRENGTH

5

14

RL

41

.3

FOOTINGS – SLAB 5. F1 – 1500MM X 1500MM X 750MM – N12-200 CRS BOTTOM BOTH DIRECTIONS 6. EB1 – 300MM WIDE AT 600MM DEEP WITH 3-L12-TM TOP AND BOTTOM REINFORCEMENT

23

CONCRETE REINFORCEMENT 7. RL818 MESH EF-MAIN BARS VERT. – STEEL TROWEL

18

CONCRETE BEAM – COLUMN 8. 1BB2 – 2400MM WIDE X 550MM DEEP

19 20

STEEL (ALL STEELWORK TO BE ONE STEEL GRADE 300 PLUS U.N.O) 9. C1 – 89 X 89 X 6.0 SHS – GRADE 350 MPa MIN. 10. GB1 – 200 X 75 PFC – HOT DIP GALVANISED 11. GC1 – 200 X 75 PFC – GROUND FLOOR COLUMN 12. OR2 – 89 X 89 X 6.0 SHS – OUTRIGGER 13. BC1 – 75 X 75 X 3.0 SHS – BALUSTRADE COLUMN GRADE 350 MPa MIN. 14. LR1 – 150 X 75 PFC 15. LRA1 – 150 X 90 X 10 UA

15

RL

36

.0

0

22

21

17

WINDOWS AND DOORS 16. 100MM WIDE POWDER COATED ALUMNIUM CENTRE GLAZED WINDOW FRAME, PROVIDE BACKING ROD AND SILICONE SEAL TO FINISH AGAINST WINDOW FRAME 17. ALUMINUM FRAMED DOOR FRAME

8

16

ROOF 18. P2 – C20024 – 1200 MAX CRS, 1 ROW OF BRIDGING PER BAY 19. CJ1 – C15019 NO LAP REQUIRED, 1 ROW OF BRIDGING PER BAY 20. B9 – 150 X 75 PFC 21. WH7 – 150 X 75 PFC 22. RB3 – 50 X 3 FLAT M.S. PLATE FIX TO TOP OF EACH PURLIN 23. B7 – 180 PFC

0

.8

1 L3

13

R

1

7

12

10

2 5 3

9

11

4

6

AXONOMETRIC DRAWING



CARLTON SKY COMMERCIAL PROPERTY HIGH-RISE OFFICE TOWER DATE OF COMPLETION 2019 COUNTRY MELBOURNE, AUSTRALIA DESCRIPTION From the ideas of adding to the city’s skyline, Carlton Sky adopts a diagrid structure exposed on its exterior, challenging the conventional linear grid facades of its neighbouring buildings. This gives Carlton Sky its distinctive feature of a dynamic façade in contrast to the gentleness of its curved form. The structure of the tower was designed to allow for users to enjoy panoramic views of its surrounding context by allowing maximum window views. As a result, we decided that circular columns were the most appropriate for the tower, matching the curved language of the tower’s form. This also addresses the vertical and lateral loads, minimising sway from what represents an exoskeleton supporting the building. All structure ties back to the core in the middle of the building.


1

2 9000

4

3 9000

9000

5 4500

7

6 9000

9000

8 9000

PODIUM GROUND FLOOR PLAN 1:1500 @ A2

A

CAFE

12000

ATRIUM

A

B 4 - Chamfered edge to accomodate wind

RETAIL

A

A

9000

1 - Maximum building height - 350m

B

C 9000

PODIUM FIRST FLOOR PLAN 1:1500 @ A2

D 12000

D

2 - Podium + Tower + Crown

CAFE

C RETAIL

5 - Chamfered edge for an inviting waiting area

RETAIL

E TYPICAL FLOOR PLAN 1:250 @ A2 PRIMARY STEEL BEAM Spacing - 3000mm Width - 600mm Depth - 750mm

SECONDARY STEEL BEAM Spacing - 3000mm Width - 450mm Depth - 400mm

1

2 9000

No. of 3x lift core

Non GFA (lift core)

Total Floor Area

Efficient Floor Area

Efficiency

GFA

Floors

Total GFA

423

12

195.4

7621

0

0

7425.6

4

29702.4

0

Stack 1

423

12

195.4

1892

1469

77.64270613

1696.6

8

13572.8

11752

M1

423

12

195.4

1892

0

0

1696.6

1

1696.6

0

Stack 2

375

9

149.5

1892

1517

80.17970402

1742.5

18

31365

27306

M2

375

9

149.5

1892

0

0

1742.5

1

1742.5

0

Stack 3

261

6

103.6

1892

1631

86.205074

1788.4

18

32191.2

29358

Total NLA

261

6

103.6

1892

0

0

1788.4

1

1788.4

0

214

3

57.7

1892

1678

88.68921776

1834.3

18

33017.4

30204

Non GFA (Lift Core)

Total Floor Area

Office Floor Height

3.8

GFA

Floors

Total GFA

69

145076.3

Office Height

235.6 20

M Height

22.8

Tower + Podium

278.4

Crown Height

69.6

Total

348

Target Difference

9000

9000

8 9000

PODIUM SECOND FLOOR PLAN 1:1500 @ A2

CAFE

B

RETAIL

A

A

C

PODIUM THIRD FLOOR PLAN 1:1500 @ A2 RESTAURANTS

D

Total Floors

Podium Height

4500

7

6

Total NLA

12000

5 7.6

9000

9000

M3 Stack 4

M Height

9000

5

12000

Core Area (incl. toilet) Podium

Podium Floor Height

4

3

A

6 - Crown tilted for the best views

9000

3 - Views toward Carlton Gardens and the city

EDGE STEEL BEAM Width - 600mm Depth - 400mm

RETAIL RESTAURANTS

E 145271.7

98620

350

159192

100000

2

13920.3

1380

BUILDING INFORMATION

ROOF PLAN 1:250 @ A2 PRIMARY STEEL BEAM Spacing - 9000mm Web Truss Spacing - 2230mm Width - 600mm Depth - 750mm

SECONDARY STEEL BEAM Spacing - 4500mm Width - 450mm Depth - 450mm

EDGE STEEL BEAM Spacing - 9000mm Width - 600mm Depth - 600mm


Section 1:750 @ A2

A

Low Rise

A

A

Medium Rise

A

A

High Rise

A

A

Sky Rise

A

Plans 1:500 @ A2

ELEVATION


400

300

2500 400

600mm Ø STEEL COLUMN ENCASED IN CONCRETE

250mm THICK PRECAST CONCRETE SLAB

400mm AIR PLENUM

400

250

2 X 8mm THK DOUBLE GLAZED GLASS

STEEL DIAGONAL GRID TUBE STRUCTURE

110

MODULAR STEEL BRACKET FLOOR FINISH STRUCTURE

120

15mm THK CARPET FLOOR FINISH

PEDESTAL

300mm THK STEEL DIAGONAL GRID FRAME PRIMARY TUBE STRUCTURE ALUMINIUM TRANSOM

100mm THK IN-SITU CONCRETE SCREED

250mm Ø FOR SERVICES TO RUN THROUGH

SMOKE FLASHING STEEL RECTANGULAR HOLLOW SECTION

50% PERFORATED PANEL TO CONCEAL MECHANICAL LOUVRES

GALV. STEEL L-BRACKET

2400

150mm THK CONCRETE HALF SLAB

DETAIL "A"

WEATHER PROOF MECHANICAL LOUVRES

FIRESTOP 90mm THK THERMAL INSULATION HANGER & ROD SUPPORT FOR FALSE CEILING

CIRCULAR STEEL COLUMN ENCASED IN CONCRETE

300 x 600mm THK STEEL EDGE BEAM 20mm THK VERMICULITE FIREPROOF COATING

300 x 600mm THK CASTELLATED STEEL PRIMARY BEAM STEEL L-PLATE SECURING BEAM CONNECTION

890

400mm AIR PLENUM

NUT & BOLT

640

250mm Ø FOR SERVICES TO RUN THROUGH

8mm THK SINGLE GLAZED GLASS SPANDREL STEEL BRACKET SUPPORTING PERFORATED PANEL

7600

STEEL FRAME FOR GLASS AND PERFORATED PANELS

ALUMINIUM TRANSOM STEEL L-BRACKET

50% PERFORATED ALUMINIUM PANEL TO CONCEAL MECHANICAL LOUVRES STEEL RECTANGULAR HOLLOW SECTION

85

DETAIL "B" 30mm THK THERMAL INSULATION 15mm THK GYPSUM BOARD FALSE CEILING

2.1

180

A5.2

2.1

MECHANICAL FLOOR

A5.2

POLISHED CONCRETE FLOOR FINISH

DIAGONAL GRID STRUCTURE FACADE WITH INTEGRATED SINGLE GLAZED GLASS & PERFORATED METAL SHEET 1:50

DETAIL 'A' - FACADE TO FLOOR DETAIL (TYPICAL FLOOR) 1:10

SPANDREL GLASS PANEL INSULATION 150

ALUMINIUM LOUVRES SINGLE GLAZED GLASS FACADE PANEL (TINTED)

DETAIL "C"

50% PERFORATED ALUMINIUM PANEL TO CONCEAL MECHANICAL LOUVRES STEEL L-BRACKET

3800

DOUBLE GLAZED GLASS FACADE PANEL (CLEAR)

700MM STEEL MULLION SUPPORTING CONNECTING STRUCTURAL FRAMING TO TOWER PRIMARY STRUCTURE

150 x 50mm THK ALUMINIUM TRANSOM

2700

100x5mm THICK GALV. STEEL PLATE FIXED TO PRECAST PARAPET

400mm AIR PLENUM

FLASHING

150mm THK STEEL DIAGONAL FRAME TUBE SECONDARY STRUCTURE

30X50mm THICK BATTEN FIXED TO PARAPET

100mm THK STEEL RECTANGULAR HOLLOW SECTION

PLASTER CLADDING FIXED TO BATTEN 150mm SCUPPER DRAIN TO ENGR'S DETAIL 1:50 FALL CONCRETE SCREEDING TO ENGR'S DETAIL

TYPICAL OFFICE FLOOR

50mm THICK POLYSTYRENE INSULATION FOAM WATERPROOFING MEMBRANE

100 x 50mm THK ALUMINIUM TRANSOM ATTACHED TO STEEL L-BRACKET

1400mm x 200mm THICK R.C. PARAPET WALL FILLET

50% OPEN FIXED MECHANICAL LOUVRES

20mm CARPET FLOOR FINISH STAIRCASE CORE 01

GOODS LIFT 01

GOODS LIFT 02

STAIRCASE CORE 02

100MM THICK IN-SITU CONCRETE SCREED 150mm THICK PRECAST CONCRETE HALF SLAB TO ENGR'S DETAIL

300 x 600mm STEEL EDGE I-BEAM WITH VERMICULITE SPRAY COATING PRIMARY STEEL I-BEAM

200MM X 650MM GALV. STEEL SPANDREL TO ENGR'S DETAIL 300MM X 500MM STEEL I-BEAM TO ENGR'S DETAIL

300MM X 400MM STEEL I-BEAM TO ENGR'S DETAIL

100MM X 300MM GALV. STEEL L-PLATE TO ENGR'S DETAIL

HANGER ROD/ SUSPENDER

NUT & BOLT

CEILING SECTION CHANNEL TO MFTR'S DETAIL

DETAIL 'C'

30MM X 50MM GALV. STEEL L-PLATE

10mm THICK GYPSUM BOARD TO ENGR'S DETAIL

FALSE CEILING

300MM X 300MM THK STRUCTURAL STEEL FRAME BRACING

50mm x 10MM THK ALUM. LOUVRE

RECESSED LIGHTING TO SPECIALIST DETAIL MINERAL WOOL INSULATION

2.1 A4.2

OWN FACADE 50

DETAIL "C"

PART SECTION 1:50

2.2 A4.2

C 1:50 PART ELEVATION 1:50

R

2.1

D

A5.2

DETAIL 'B' - MECHANICAL LOUVRE TO FACADE DETAIL 600

1:10

STEEL EDGE BEAM

50% PERFORATED ALUMINIUM PANEL TO CONCEAL MECHANICAL LOUVRES STEEL COLUMN

STEEL L-BRACKET 300MM X 300MM THK STRUCTURAL STEEL FRAME BRACING ALUMINIUM GASKET 20MM THK CARPET FLOOR FINISH TO MFTR'S DETAIL 100MM HIGH STEEL PEDESTALS

100 x 50mm THK ALUMINIUM TRANSOM

200MM X 650MM GALV. STEEL SPANDREL TO ENGR'S DETAIL 300MM X 500MM STEEL I-BEAM TO ENGR'S DETAIL

300MM X 400MM STEEL I-BEAM TO ENGR'S DETAIL

STEEL PRIMARY BEAM

ALUMINIUM FLASHING WITH DRIP TIP UPSTAND CONCRETE

100mm THK IN-SITU CONCRETE SCREED

100MM X 300MM GALV. STEEL L-PLATE TO ENGR'S DETAIL

HANGER ROD/ SUSPENDER

SPLIT MULLION JOINT SMOKE FLASHING

NUT & BOLT

10MM THK ALUM. LOUVRE

CARPET FLOOR FINISH

8MM THK DOUBLE-GLAZED REFLECTIVE COLOURED GLASS TO MFTR'S DETAIL

200

30MM X 50MM GALV. STEEL L-PLATE

10mm THICK GYPSUM BOARD TO ENGR'S DETAIL

150mm THK STEEL DIAGONAL FRAME TUBE SECONDARY STRUCTURE

150mm THK CONCRETE HALF SLAB

2 X 8mm THK DOUBLE GLAZED GLASS

FIRE STOP

PRIMARY BEAM 600mm Ø STEEL COLUMN ENCASED IN CONCRETE

ALUMINIUM LOUVRE FOR SUNSHADING

90mm THK THERMAL INSULATION HANGER & ROD SUPPORT FOR SUSPENDED CEILING

EDGE BEAM

300 x 600mm THK STEEL EDGE BEAM STEEL ROD FOR LOUVRE SPAN SUPPORT

20mm THK VERMICULITE FIREPROOF COATING 400

300 x 600mm THK CASTELLATED STEEL PRIMARY BEAM

ALUMINIUM WINDOW FRAME

STEEL L-PLATE SECURING BEAM CONNECTION

DOUBLE GLAZED GLASS PANEL (CLEAR)

TYPICAL OFFICE FLOOR

CAST-IN CONCRETE FILLING CARPET FLOOR FINISH

50

100

300MM X 150MM GALV. STEEL RHS TO ENGR'S DETAIL

CEILING SECTION CHANNEL TO MFTR'S DETAIL

MINERAL WOOL INSULATION

150 x 50mm THK ALUMINIUM TRANSOM

200MM X 115MM GALV. STEEL TO ENGR'S DETAIL

100MM THICK IN-SITU CONCRETE SCREED 150mm THICK PRECAST CONCRETE HALF SLAB TO ENGR'S DETAIL

RECESSED LIGHTING TO SPECIALIST DETAIL

8MM THK DOUBLE-GLAZED CLEAR GLASS TO MFTR'S DETAIL 150MM X 50MM ALUM. WINDOW FRAME TO MFTR'S DETAIL

NUT & BOLT 250mm Ø FOR SERVICES TO RUN THROUGH

8mm THK SINGLE GLAZED GLASS SPANDREL

ALUMINIUM LOUVRES FOR SUNSHADING

300mm THK STEEL DIAGONAL GRID TUBE STRUCTURE FACADE

STEEL ROD SUPPORT FOR ALUMINIUM LOUVRES

150 x 50mm THK ALUMINIUM FRAME 8mm THK SINGLE GLAZED GLASS

SINGLE GLAZED GLASS PANEL (TINTED)

DETAIL "D"

STEEL DIAGONAL GRID TUBE STRUCTURE 30mm THK THERMAL INSULATION 15mm THK GYPSUM BOARD FALSE CEILING

STEEL RODS SUPPORTING LOUVRES 90 x 15mm THK ALUMINIUM LOUVRES FOR SUN SHADING 2 X 8mm THK DOUBLE GLAZED GLASS

2.3 A4.2

PART PLAN 1:50

CONCEALED BLIND PELMET

B

DETAIL "B" 1:50

Floor-to-floor Diagram

Exploded Floor to Floor Diagram 2.4 A4.2

ISOMETRIC 2.1 A5.2

DETAIL 'C' - MECHANICAL SLAB TO LOUVRE DETAIL & TYPICAL CEILING TO FACADE DETAIL 1:10

2.1 A5.2

DETAIL 'D' - PART PLAN DETAIL ON TYPICAL FLOOR DOUBLE GLAZED CURTAIN WALL TO EXTERNAL DIAGRID STRUCTURE 1:10


1

2 9000

3 9000

4 9000

5 6000

6 9000

7 9000

8 9000

ALUMINUM FLASHING TO MANUFACTURER'S DETAIL SLOPED AT 3 DEGREES

A 12000

A 145

135 9000

B

B 12000

1a A.5

C 9000

D 9000

E 12000

9000

C

ALUMINUM HOLLOW SECTION TO MANUFACTURER'S DETAIL SILICON SEALANT INFILL

D 12000

150MM X 200MM GALVANIZED STEEL HOLLOW SECTION TO MANUFACTURER'S DETAIL 150x50mm ANODIZED ALUMINUM FRAME TO MANUFACTURER'S DETAIL

E

ROOF PLAN

1 A.4

6MM THK TINTED GLASS TO ARCH SELECTION

MANUFACTURER'S SPECIFICATIONS

1b A.5

45600

1c A.5

ROOF LEVEL FFL 293.60

SCALE 1:500

1

2 9000

3 9000

4 9000

5 6000

6 9000

7 9000

1a

TOP OF CROWN SECTION

A.5

SCALE 1:5

1 A.5

OVERALL PART SECTION SCALE 1:500

8 9000

1a A.4

ALUMINUM HOLLOW SECTION TO ENG'R DETAIL

6MM THK GLASS TO ARCH SELECTION

6MM THK TINTED GLASS TO ARCH SELECTION

150x50mm ANODIZED ALUMINUM FRAME TO MANUFACTURER'S DETAIL

150x50mm ANODIZED ALUMINUM FRAME TO MANUFACTURER'S DETAIL

150MM X 200MM GALVANIZED STEEL HOLLOW SECTION TO MANUFACTURER'S DETAIL

150MM X 200MM GALVANIZED STEEL HOLLOW SECTION TO MANUFACTURER'S DETAIL

TINTED GLASS TO ARCH SELECTION

20MM THK PLASTER

ALUMINUM FLASHING TO MANUFACTURER'S DETAIL

110 MM THK PRECAST CONCRETE PARAPET

1b A.4

ROOF LEVEL

TELESCOPIC BMU IN USE

2 A.4

PRECAST GRILLE GUTTER COVER TO MANUFACTURER'S DETAIL

1a

TOP OF CROWN DETAIL

A.4

SCALE 1:50

SILICON SEALANT INFILL ELECTRICAL TO RUN DOWN ACCESS PANEL THROUGH HOLLOW STEEL FRAME

SCALE 1:500

50MM SCREED TO FALL TO VALLEY GUTTER @1:5O GRADIENT

JUNCTION BOX (POSITIVE END) TEDLAR FOIL

CUSTOM PROJECTED CLEAT

300MM X 300MM SOLAR PANEL

1

2 9000

3 9000

4 9000

5 6000

6 9000

7 9000

TINTED GLASS WITH ANTI REFLECTING COATING

GALVANISED STEEL ROUND HOLLOW SECTION WITH TO HDG600P7 COATING SYSTEM AS/NZS 2312:2004 FINISH

8 9000

200MM THK POLYSTYRENE INSULATION FOAM 2MM THK WATERPROOF MEMBRANE 250MM THK IN SITU CONCRETE SLAB

CONCRETE PLINTH

50 MM GALVANIZED STEEL DECK TO MANUFACTURER'S DETAIL

PRECAST PARAPET WITH PLASTER FINISH

JUNCTION BOX (NEGATIVE END)

ALUMINUM HOLLOW SECTION TO MANUFACTURER'S DETAIL

ELECTRICAL TO RUN DOWN ACCESS PANEL THROUGH HOLLOW STEEL FRAME

SCREED TO FALL TO VALLEY GUTTER @ 1:50 GRADIENT CASTELLATED BEAM TO ENGINEER'S DETAIL

3 A.4

FIN PLATE 300MM X 500MM CASTELLATED STEEL BEAM TO MANUFACTURER'S DETAIL

150MM X 200MM GALVANIZED STEEL HOLLOW SECTION TO MANUFACTURER'S DETAIL

POLYSTYRENE INSULATION FOAM TO MANUFACTURER'S DETAIL IN SITU CONCRETE SLAB GALVANISED STEEL DECK TO MANUFACTURER'S DETAIL

ROOF LEVEL

300MM X 500MM CASTELLATED STEEL BEAM TO MANUFACTURER'S DETAIL

TELESCOPIC BMU WHEN KEPT

1b

CROWN PARAPET AND BRACING

1b

PHOTOVOLATIC PANEL SECTION

1c

SECTION THROUGH PARAPET

SCALE 1:500

A.4

SCALE 1:50

A.5

SCALE 1:5

A.5

SCALE 1:10




CONCEPT I

CONCEPT II

CONCEPT III


CONCEPT T COMMERCIAL PROPERTY TIMBER PAVILION DATE OF COMPLETION 2015 COUNTRY MELBOURNE, AUSTRALIA DESCRIPTION Compromising of three timber-like tree towers, Concept T is a multi-use pavilion that is situated between the MSD building and Union House. The sky bridge that connects all three towers together is a great vantage point to take in the best views of the campus. Designed as a hub for students and teachers to socialize, gather or just to chill, Concept T is a modern interpretation of how pavilions should be.


END


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