Design Development Proposal for A Tall Office Building in Melbourne CBD

ABPL90118_2021_SM1

MELBOURNE SCHOOL OF DESIGN

APPLIED ARCHITECTURAL TECHNOLOGY

DESIGN DEVELOPMENT PROPOSAL WITH KEY ENVELOPE DETAILS FOR A TALL OFFICE BUILDING IN MELBOURNE CBD DESIGN DEVELOPMENT REPORT

SUBJECT MELBOURNE SCHOOL OF DESIGN APPLIED ARCHITECTURAL TECHNOLOGY (ABPL90118_2021_SM1) DATE 18/06/2021

TEAM MEMBERS LAM HIU MING, LISA(1060304) ALEX LEWIS (1254665) RAZAN SHANNAK (1147432)

TUTOR GIOIA GRECO T19 COORDINATOR DR GIORGIO MARFELLA

DESIGN DEVELOPMENT PROPOSAL FOR A TALL OFFICE BUILDING IN MELBOURNE CBD

TEAM MEMBERS

LAM HIU MING, LISA (1060304) ALEX LEWIS (1254665) RAZAN SHANNAK (1147432)

CONTENTS PART 1 PROJECT SYNOPSIS

1.1 1.2 1.3

Vertical Strategy Structure Envelope

PART 2 GENERAL ARRANGEMENT DRAWINGS

Architectural

A1.1 A1.2 A1.3 A1.4 A1.5

Site Plan & Massing Concepts Architectural Plans Elevations Sections 3D Views

Structural

A2.1 A2.2

Structural Plans Structural Concept & Sections

Envelope

A3.1 A3.2

Facade Types Facade Concepts

PART 3 DETAILED DESIGN DRAWINGS FT01 Podium Facade

A4.1 A4.2

General Arrangement Details

FT02.A Tower Facade

A4.3 A4.4

General Arrangement Details

FT02.D Plant Facade

A4.5 A4.6

General Arrangement Details

APPLIED ARCHITECTURAL TECHNOLOGY

2

PART 1

PROJECT SYNOPSIS

APPLIED ARCHITECTURAL TECHNOLOGY

3

D

C

E

9000

9000

02 A1.4

01 A1.3

F

H

G

9000

9000

9000

I 9000

J 9000

K 3000

L 4700

BOUNDARY

AUTHOR: ALEX LEWIS STUDENT ID: 1254665

BOUNDARY

5000

CROWN

Podium Low Rise

CO

S LLIN

Mid Rise

ST

High Rise

N

MA

HIGH RISE

Plant

3,300

RETAIL

Goods

3,300

ST

3,300

ST

ET RK

M LIA WIL

N SL ER ND FLI

RETAIL

PLAZA

Crown Planting and Terrace

SITE PAN COMMERCIAL LOBBY ENTRY +11.550

+14.910

MID RISE 4,200 4,200

00

RETAIL

RETAIL

LOBBY

MID RISE

HIGH RISE

LOW RISE

8,400

4,200

LOW RISE

BOH

COLLINS ST

FLINDERS LN 3,360

PODIUM

20,000

01 A1.4

GOODS

3,150 5,050 3,350

0

1.1 VERTICAL STRATEGY

COLLINS ST

FLINDERS LN 1

PLAN Vertical Strategy - North South Section 1:500

+11.550 HOTEL LOBBY

CORE PLAN

RETAIL

VERTICAL STRATEGY DIAGRAMMATIC SECTION

GSEducationalVersion

+11.550

HOTEL LOBBY ENTRY RETAIL CAR DROP-OFF AREA

PEDESTRIAN PATHWAY

02 A1.4

Overview The proposed tower is a 42 story mixed use development with workplace, hotel and retail uses. The project adds nearly 83,000m² GFA to the Melbourne CBD and reaches a height of 234m above street level to the tip of the crown.

Siting and Aspect The subject site occupies a full block in the Melbourne street grid, being bounded by the primary thoroughfares Collins St, William St, Flinders Ln as well as the narrower Market St. The topography slopes distinctly south towards the Yarra River which has driven the response to split levels in the podium.

The City of Melbourne regulates a solar access plane that reduces shadowing of the Yarra River at the winter solstice and this has been considered, along with the topography, to generate a sloping crown piece and stepping back of the built mass away from the river.

Busy streets on three sides of the block have allowed organisation of retail and the key commercial lobby to the more visible streets. The hotel lobby and drop off is positioned on the relatively quieter Market St to accommodate the area used by the driveway without impacting active retail frontage. The introduction of a through-site link from north to south and plaza in the front of the commercial lobby enables a pedestrian friendly ground plane and increases the active retail frontage on the site.

The lower side of the site enables ramp access to a basement that contains necessary loading facilities. End of trip facilities (EOT) are also accommodated below ground and these features are in-demand for high quality commercial properties.

APPLIED ARCHITECTURAL TECHNOLOGY

Vertical form The site uses are organised with retail at the podium, workplace in the low and mid rise sections of the tower and hotel functions in the high rise. The stepped form clearly articulates the distinction between low, mid and high rise which is further punctuated by mechanical floors to serve the respective banks of floors. A decrease in structure and bulk is achieved in the massing with the stepped form.

At the setback, terraces are created which are orientated towards views of the river and Port Phillip Bay. The outdoor amenity created by the terraces is a selling point for commercial tenants wishing to lease high quality space and hotel guests to enjoy the city.

Lifting and Core Organisation A central core is planned for the site as access from the building is from streets on all four sides. The square block pushes the core centrally and the lettable area extends out on all sides to provide large flexible areas with large leasing depths, creating efficiency around 80% for commercial floors. Across the three heights of the tower on the southern side, leasing depth is variable as it is determined by the functions of the core and integration with structure.

Lifts are organised in three banks with a separate pair of goods lifts. Each lift bank serves a distinct rise of levels which has dictated their organisation along the core in relation to the stepped massing. The bank that serves the hotel is provided with two express lifts to the sky lobby on level 25 and the remaining four lifts transport guests between the levels of the hotel. As at least one of the goods lifts is needed to serve the whole tower, goods lifts are positioned adjacent to the hotel lift bank.

4

1.2 STRUCTURE AUTHOR: LAM HIU MING, LISA STUDENT ID:1060304

Beams Rod Ties Mast

CROWN STRUCTURE

SCHEME 06 SKETCH

600X600MM

1200X1200MM CENTRAL CORE

COLUMNS

The building structure includes three important elements: structural support, joints, and load-bearing. These elements can form an interactive relationship that allows force transmission, resistance, deformation, and displacement to protect and support buildings.

We have applied different structures according to our design intent. The overall structure of our tower mainly uses the tubular concrete system with central core support. We also used the cable-net system to support the podium structure.

At the beginning of the structural discussion, we were struggling between Scheme 6 or 9 for our structure as both systems can be used in our design. However, from further discussion and tutor’s feedback, we chose Scheme 6 for our main structure as it allows corner offset accommodates for irregular module numbers and medium module spans. Scheme 9 provides a composite structure of concrete and steel; with large mega columns and larger module spans which are not as suitable for our design structure. The dimension of our Central core also corresponds to the tower’s terracing design, from big to small. The spans for the tower columns are between 3 and 9 meters. Low rise concrete columns are 1200x1200mm, this thickness of the columns allows bearing loads from the highest floor that are transferred by the columns above to ground. Mid-rise and High-rise are 600x600mm. Each floor is supported by a 400mm concrete slab and PT band beam and Edge beam.

APPLIED ARCHITECTURAL TECHNOLOGY

BEAMS

OVERALL STRUCTURE

For the podium structure, we used the cable-net facade system on both entrance and plaza roof design. We did a precedent study on Aurora Place by Renzo Piano.

We noticed that using this system allows us to maintain the transparency of the entire building and supports the podium structure at the same time. The frame of the system is connected to the ground foundation and upper slab by using steel beams.

The cable-net facade system allows the tension of the podium facade release through the cable to the side. In addition, we added one revolving door and one double glazing door for the main entrance and act as a supporting structure for the cable-net facade system.

For the crown structure, we used steel mast extended through the position of the columns and added beams to connect and hold the crown facade panel. We also had beams tapering down the top with rod ties across bracing the model to enhance the overall crown structure.

5

1.3 ENVELOPE AUTHOR: RAZAN SHANNAK STUDENT ID: 1147432

The building envelope plays a vital role in meeting the design sustainability and energy efficiency goals portrayed throughout the design process. As fabric loads can make up to 60% of the total cooling and heating loads of buildings in Australia, utilising the envelope to serve as gate to reduce these loads was a no brainer.

The façade constitutes approximately 80% of the total building’s fabric area, which provides sufficient space to house multiple active and passive sustainable systems within.

The design of the tower’s façade (offices and hotel) is threefold; — 24° tilted PV panels that not only optimise the production of electricity, but also act as overhang shading devices that reduce the total solar gain within the building. The PV panels have been purposefully sized to act as eves which prevent the direct high angle summer sun from entering the space, and only allow diffused/indirect lighting. On the other hand, with the winter’s low sun angle, direct sunlight easily penetrates into the space, increasing solar gains and hence assisting in reducing the overall heating requirements, — Tilted low-E double glazing, with an air gap to reduce radiation loads and also allow natural light, hence reduce electrical lighting power consumption, — Natural ventilation louvres within the floor plenum and underneath the PV panel to allow outside air flow into the space, hence reducing the need for mechanical ventilation and keeping Carbon Dioxide levels within the 900ppm threshold. The ventilation louvres are mechanically controlled by temperature and CO2 sensors that open and shut the louvres when ambient temperature is within 17° - 25°C, and when internal CO2 concentration levels reach 850ppm.

APPLIED ARCHITECTURAL TECHNOLOGY

The plant floors’ double-height façade was designed to allow excessive heat produced by the mechanical equipment to escape the floors via mechanical louvres, strategically positioned against the dominant wind directions. The remainder of the façade utilises colourback glazing in place of the vision panels to hide the mechanical equipment within, in addition to PV panels similar to the tower’s façade.

Up in the top floor of the hotel sky lobby, the double-height space utilises PV panels at the upper spandrel in addition to fritted glass at the lower spandrel to break direct sunlight.

The podium façade, on the other hand, is divided to two segments; — The street level façade and plaza roof are equipped with cable net structure allowing high visibility and natural light into the space, — The façade of the retail shops employs glass mullion shopfront structural glazing, while the awning above has solid aluminium panels.

The top of the tower has a distinct crown made of perforated aluminium panels, fixed to crown structural steel. The crown mainly houses the cooling towers and maintenance cranes, in addition to the tower’s signage.

6

PART 2

GENERAL ARRANGEMENT DRAWINGS

APPLIED ARCHITECTURAL TECHNOLOGY

5000

CR

OW

0

10000

30000

50000

KEYPLAN

N

E IS R -

H

G HI

S LLIN CO

ST

N

ET RK

ST

N SL DE R N I FL

MA

M LIA WIL

ST

ARCHITECTURAL

N

1:1000

ADDRESS

433 - 455 COLLINS STREET, MELBOURNE

LEGEND Podium Low Rise Mid Rise

E IS R WO L

High Rise Plant Goods

D MI

Crown

E IS R -

Planting and terrace

Co llin s

PODIUM

W

am illi

re St

Flin d

ers

01

02

SITE PLAN AND SITE ANALYSIS

PLAN 1:1000

et

L an e

M

a

S et rk

Str eet

et tre

VERTICAL STRATEGY DIAGRAM

3D VIEW NTS

TITLE

SITE PLAN & MASSING CONCEPTS

PROJECT

FINAL ASSIGNMENT

SUBJECT

Basement

Total GFA

Total NLA

#Floors

859.3m²

388.1m² (EOT)

1 ↑ FKI Tower—See FT02

Podium

2,889.9m²

1,648.8m² (Retail) 7,69.9m² (Lobbies)

MELBOURNE SCHOOL OF DESIGN APPLIED ARCHITECTURAL TECHNOLOGY (ABPL90118_2021_SM1)

↑ FKI Tower—See FT02

1

SUBMITTED BY

LAM HIU MING, LISA (1060304) ALEX LEWIS (1254665) RAZAN SHANNAK (1147432)

Commercial Low Rise

25,612.4m²

20,429.2m²

11

Mid Rise

20,260m²

16,557m²

10

45,872.4m²

36,986.2m²

21

25,825.5m²

19,757.5m²

15

8315.8m²

—

5*

83,762.9m²

59,544.5m²

42

Sub-Total Hotel High Rise Total Plant Total Total Height FAR

TUTOR

↑ Aurora Place Crown—See FT03

233.51m

AREA SCHEDULE

SCHEDULE

04

PRECEDENTS

PHOTOGRAPH NTS

DR GIORGIO MARFELLA

SCALE

SHEET SIZE

SHEET NO

REV

1:1000 ↑ UBS Tower Lobby—See FT01.A

COORDINATOR

GIOIA GRECO T19

1:14.5

*Includes open chiller floor on roof not counted in GFA

03

↑ EY Centre Blinds—See FT02.A/B

A1

↑ Aurora Place Plaza Roof—See FT01.A

05

TOWER AERIAL VIEW - NORTH EAST

3D VIEW NTS

A1.1

B

DATE

18/06/2021

5000

D

C 3000

E

9000

F

9000

H

G

9000

9000

I

9000

9000

J 9000

K 3000

B

A

L

5000

4700

D

C 3000

E

9000

9000

F

H

G

9000

9000

02 A1.4

01 A1.3

I

9000

9000

J 9000

K 3000

L 4700

B

A 5000

5000

D

C 3000

E

9000

F

9000

H

G

9000

9000

I

9000

9000

J 9000

K 3000

L

1:500

4700

2000

0

10000

20000

30000

N

KEYPLAN 1

+14.910

9000

9000 1:8 SLOPE

1:8 SLOPE

13500

3000

4000

9000

1:8 SLOPE

13500

4000

+11.550 HOTEL LOBBY

BASEMENT ENTRY

RETAIL

7

13500

8

Podium

LOADING BAY

HOTEL LOBBY ENTRY RETAIL CAR DROP-OFF AREA

3000

Low Rise

9536

RETAIL STORAGE

9536

2885

+11.550

9

9

9

Mid Rise 70100

PEDESTRIAN PATHWAY

SITE BOUNDARY

12000

FOOTPATH

01

BASEMENT FLOOR PLAN

BASEMENT

02

02 A1.4

PODIUM FLOOR PLAN

PLAN 1:500

B 5000

D

C 3000

9000

E

F

9000

9000

PODIUM

H

9000

9000

I 9000

J 9000

K

PLAN 1:500

3000

L

B

A 5000

4700

D

C 3000

45600

12000

TYPICAL LOW RISE

9000

E 9000

9000

02 A1.4

01 A1.3

H

G

9000

Plant

PLAN 1:500

02 A1.4

F

I

9000

9000

J 9000

K 3000

High Rise

02 A1.4

TYPICAL LOW RISE FLOOR PLAN

01 A1.3

G

03

02 A1.4

02 A1.4

01 A1.3

A

LEGEND

7

3000

8

9536

9000

+3.150

+4.800

11550

BASEMENT ENTRY (CARS)

433 - 455 COLLINS STREET, MELBOURNE

CLNR

6

3000

+6.500

01 A1.4

BOH

1400

+8.200

BOH

10200

BOH

33800

LIFTS PIT

ADDRESS

CLNR

BOH

01 A1.4

3000

LIFTS PIT

9000

END OF TRIP FACILITIES

GOODS LIFTS

LIFTS PIT

PASSENGERS LIFTS

END OF TRIP FACILITIES

LIFTS PIT

5 01 A1.4

6

7000

9000

BASEMENT ENTRY (BICYCLES)

7

STORAGE

END OF TRIP FACILITIES

9000

6

LIFTS PIT

01 A1.4

01 A1.4

9000

9000

5

N

ST

02 A1.3

5

N SL DE R N I FL

ET RK

RETAIL

LOBBY

02 A1.3

02 A1.3

ST

4

11550

3000

3000

3

RETAIL

8

6400

+11.550

6322

6322

+8.200

MA

4

ST

COMMERCIAL LOBBY ENTRY

3

3

S LLIN CO

2

WASTE MANAGEMENT AREA

6322

FIRE ROOM

01 A1.4

RETAIL

PLAZA

3000

6400

RETAIL

2

2

4

1 6400

1

M LIA WIL

L

B

A

4700

5000

D

C 3000

E

9000

F

9000

9000

H

G 9000

I

9000

9000

J 9000

K 3000

Goods

L 4700

Crown Planting and terrace

1

6400 6322

3

9000

11550

4

9000 02 A1.3

BOH

01 A1.4

01 A1.4

10200

01 A1.4

10200

01 A1.4

5 BOH

33800

BOH

10200

33800

9000

01 A1.4

5

CLNR

9000

5

02 A1.3

33800

02 A1.3

9000

9000

11550

4

3 3000

3000

3

11550

6322

6322

2

3000

6400

2

2

4

1 6400

1

01 A1.4

BOH

6

6

7 3000

3000

8

9536

9536

8

9536

8

9000

7

7

9

9

9

04

36200

TYPICAL MID RISE

9100

12200

05

02 A1.4

TYPICAL MID RISE FLOOR PLAN

PLAN 1:500

B 5000

D

C 3000

9000

E 9000

F 9000

H

G 9000

TYPICAL HIGH RISE

9100

12350

06

02 A1.4

18150

HOTEL AMENITIES

HOTEL AMENITIES FLOOR PLAN (SKY LOBBY)

PLAN 1:500

9000

I 9000

J 9000

K 3000

12350

ARCHITECTURAL PLANS

02 A1.4

PLAN 1:500

02 A1.4

01 A1.3

A

27150

TYPICAL HIGH RISE FLOOR PLAN

TITLE

40100

49100

60800 11900

11550

11550

11550

9000

9000

6

3000

CLNR

PROJECT

L

FINAL ASSIGNMENT

4700

SUBJECT

MELBOURNE SCHOOL OF DESIGN APPLIED ARCHITECTURAL TECHNOLOGY (ABPL90118_2021_SM1)

6400

1

6322

2

SUBMITTED BY

NLA/Floor

Efficiency

#Floors

Floor Range

Basement

859.3m²

388.1m² (EOT)

–

1

Level B

Variable min. 8.4m

—

—

—

—

Ground Floor

2,889.9m²

1,648.8m² (Retail) 7,69.9 9m² (Lobbies)

–

1

Level G

Variable min. 20m

—

—

—

—

Typical low Rise

2,328.4m²

1,857.2m²

80%

13

Level 1–13

Commercial 4.2m Plant 8.4m

12.00m

11.55m

12.00m

11.55m

Typical Mid Rise

2,026m²

1,655.7m²

82%

11

Level 14–24

Commercial 4.2m Plant 8.4m

12.20m

11.55m

11.9m

11.55m

Typical High Rise

1,633

1,239m²

76%

15

Level 25–40

Hotel suites 3.3m Hotel lobby 6.6m Plant 8.4m

9.35m

9.55m

9.10m

8.55m

Hotel Amenities

1,330.5

1,166.5m²

88%

1

Level 41

6.6m

12.00m

11.55m

9.10m

11.55m

Roof (Crown)

—

—

—

1

Roof

—

—

—

—

—

5

9000

01 A1.4

9000

6

7 8

9

07

Leasing Depth

GFA/Floor

02 A1.3

01 A1.4

Floor to Floor Height

3000

9000

4

3000

3

9536

ARCHITECTURAL

B

A

02 A1.4

01 A1.3

02 A1.4

01 A1.3

ROOF PLAN (CROWN)

CROWN FLOOR PLAN (ROOF PLAN)

PLAN 1:500

02 A1.4

08

DETAILED AREA SCHEDULE

SCHEDULE

North

East

South

West

LAM HIU MING, LISA (1060304) ALEX LEWIS (1254665) RAZAN SHANNAK (1147432)

TUTOR

COORDINATOR

GIOIA GRECO T19

DR GIORGIO MARFELLA

SCALE

SHEET SIZE

SHEET NO

REV

1:500

A1.2

A1

B

DATE

18/06/2021

2000

0

10000

20000

30000

KEYPLAN

S LLIN CO

ST

01 N

ST

N SL DE R N I FL 02

ET RK

ST

FT03

MA

M LIA WIL

ARCHITECTURAL

1:500

ADDRESS

433 - 455 COLLINS STREET, MELBOURNE

FT02.C FT02.D FT02.E

LEGEND FACADE CODE

LOCATION

FT01.A

Podium lobby

FT01.B

Podium retail

FT02.A Type I

Low rise & mid rise North & west facade: Commercial floors

FT02.A Type II

High rise North & west facade: Hotel rooms

FT02.B Type I

Low rise & mid rise East & south facade: Commercial floors

FT02.B Type II

High rise East & south facade: Hotel rooms

FT02.C

High rise: Hotel Sky Lobby & Hotel Amenities

FT02.D

Plant floors

FT02.E

Plant floors louvre

FT03

Crown cladding

FT04

Terrace balustrade and windbreak

FT02.B

FT02.C FT02.D FT02.E

FT02.A

FT02.D FT02.E

TITLE

ELEVATIONS

PROJECT

FINAL ASSIGNMENT

FT02.A

SUBJECT

MELBOURNE SCHOOL OF DESIGN APPLIED ARCHITECTURAL TECHNOLOGY (ABPL90118_2021_SM1) SUBMITTED BY

FT02.D FT02.E

LAM HIU MING, LISA (1060304) ALEX LEWIS (1254665) RAZAN SHANNAK (1147432)

FT01.A FT01.B

TUTOR

COORDINATOR

GIOIA GRECO T19

SCALE

SHEET SIZE

SHEET NO

REV

1:500

01

WESTERN ELEVATION

ELEVATION 1:500

02

SOUTHERN ELEVATION

ELEVATION 1:500

DR GIORGIO MARFELLA

A1.3

A1

B

DATE

18/06/2021

ARCHITECTURAL

1:500 2000

0

10000

20000

30000

KEYPLAN

S LLIN CO

01

ST

N

ET RK

ST

N SL DE R N I FL

MA

M LIA WIL

02

ST

ADDRESS

433 - 455 COLLINS STREET, MELBOURNE

LEGEND

TITLE

SECTIONS

PROJECT

FINAL ASSIGNMENT

SUBJECT

MELBOURNE SCHOOL OF DESIGN APPLIED ARCHITECTURAL TECHNOLOGY (ABPL90118_2021_SM1) SUBMITTED BY

LAM HIU MING, LISA (1060304) ALEX LEWIS (1254665) RAZAN SHANNAK (1147432)

TUTOR

COORDINATOR

GIOIA GRECO T19

SCALE

SHEET SIZE

SHEET NO

REV

1:500

01

NORTH SOUTH SECTION

SECTION 1:500

02

EAST WEST SECTION

SECTION 1:500

DR GIORGIO MARFELLA

A1.4

A1

B

DATE

18/06/2021

S LLIN CO

ST

N

ET RK

ST

N SL DE R N I FL

MA

M LIA WIL

ST

ARCHITECTURAL

KEYPLAN

ADDRESS

433 - 455 COLLINS STREET, MELBOURNE

03

CROWN VIEW

3D VIEW NTS

LEGEND

04

TERRACE VIEW

3D VIEW NTS

TITLE

01

SOUTH WEST ISOMETRIC MODEL VIEW

3D VIEW NTS

02

NORTH EAST ISOMETRIC MODEL VIEW

3D VIEW NTS

05

PODIUM VIEW - CORNER OF COLLINS ST AND WILLIAM ST

3D VIEWS

3D VIEW NTS

PROJECT

FINAL ASSIGNMENT

SUBJECT

MELBOURNE SCHOOL OF DESIGN APPLIED ARCHITECTURAL TECHNOLOGY (ABPL90118_2021_SM1) SUBMITTED BY

LAM HIU MING, LISA (1060304) ALEX LEWIS (1254665) RAZAN SHANNAK (1147432)

TUTOR

06

PODIUM VIEW - MARKET ST HOTEL ENTRANCE

3D VIEW NTS

07

PODIUM VIEW - WILLIAM ST LOBBY ENTRANCE AND PLAZA

3D VIEW NTS

08

TOWER VIEW

COORDINATOR

GIOIA GRECO T19

DR GIORGIO MARFELLA

3D VIEW NTS

SCALE

SHEET SIZE

SHEET NO

REV

NTS

A1.5

A1

B

DATE

18/06/2021

2000

TR1

C1

C1

TR1

C1

TR1

TR1

C1

C1

TR1

TR1

TR1

C1

EB1

TR1

EB1

C1

C3

C1

TR1

TR1

TR1

C1

EB1

TR1

C1

TR1

TR1

TR1

C1

9000

TR1

C2

EB1

TR1

C1

EB1

EB1

C1

TR1

C2

C2

C1

BB3

BB3

BB1

SL2

BB2

SL1

BB2

SL1

BB2

SL1

BB2

SL1

BB1

SL1

SL2

C1

BB1

BB1

SL1

SL1

BB1

BB1 C1

BB2

SL1

BB2

SL1

BB2

SL1

BB2

SL1

BB1

SL1

C2

EB1

TR1

TR1

C1

EB1

TR1

C1

EB1

TR1

EB1

C1

EB1

C1

TR1

TR1

C1

C1

TR1

TR1

C1

EB1

TR1

C1

EB1

EB1

C1

C2

TR1

TR1

TR1

C1

C1

LEVEL 1 PLANT (INCLUDES PODIUM ROOF)

B 5000

D

C 3000

9000

E

F

9000

H

G

9000

9000

I

9000

J

9000

9000

K 3000

EB1

4

BB2

SL1

BB2

SL1

BB2

SL1

BB2

SL1

BB1

SL1

SL2

BB1

SL1

SL1

BB1

BB1

EB1

EB1 BB1

SL2

BB2

SL1

BB2

SL1

BB2

SL1

BB2

SL1

BB1

SL1

SL2

BB3

EB1

EB1

EB1

C1

EB1

C1

EB1

EB1

C1

C1

EB1

C1

EB1

EB1

C1

C2

8

EB1

PLAN 1:500

B

D

C 3000

9000

E 9000

F

H

G

9000

9000

BB2

SL1

BB1

SL1

SL2

I

9000

J

9000

9000

K 3000

6

SL1

SL1

BB1

BB1

9000

C1

EB1 BB2

SL1

BB2

SL1

BB1

SL1

BB3

7

SL2

3000

EB1

C1

EB1

C1

EB1

C1

EB1

C2

EB1

8

9

SL1

SL2

N

ST

BB1

SL1

SL1

BB1

BB1

433 - 455 COLLINS STREET, MELBOURNE

C1

EB1 BB1

SL2

BB2

SL1

BB2

SL1

BB2

SL1

BB1

SL1

SL2

LEGEND

BB3

BB3

CODE

EB1

C1

EB1

C1

EB1

EB1

C1

C1

EB1

C1

EB1

EB1

C1

C2

Core Outside Walls

PLAN 1:500

D

3000

9000

E 9000

F

H

G

9000

9000

I

9000

J

9000

9000

EB1

C1

C2

EB1

EB1

3 4

BB1

SL1

BB2

BB1

SL1

SL2

K

L

3000

4700

BB1

BB1

SL1

SL1

BB1

BB1

SL1

BB2

BB1

SL1

SL2

EB1

C1

EB1

C1

EB1

EB1

C2

EB1

C3

Steel column (Glazed Roof Structure)

BB1

PT band beam (primary)

BB2

PT band beam (typical)

BB3

PT band beam (corners)

EB1

Edge beam

SL1

PT concrete slab

SL2

PT concrete slab

TR1

Steel truss beam

RF1

Concrete Roof

M1

Steel Mast

EB1

BB1

SL1

BB2

BB1

SL1

SL2

BB3

M1

EB1

BB1

BB1

SL1

SL1

BB1

BB1

EB1

M1

C1

EB1

EB1 BB1

SL2

SL1

BB2

BB1

SL1

SL2

BB3

BB3

BB3

7 8

M1

C1

6

EB1

EB1

M1

Concrete column (corners)

BB3

SL2

BB3

C2

C1

EB1

C2

EB1

BB3

BB3

BB3

M1

EB1

5

EB1 BB1

EB1

Concrete column

M1

BB3

EB1 SL2

M1

C1

EB1

BB3

C1

EB1

EB1

BB3

C1

C1

M1

DESCRIPTION

EB1

TYPICAL MID RISE

C

N

ADDRESS

EB1

EB1

B

N SL DE R N I FL

BB3

C2

5000

9536

C1

9536

EB1

EB1

C1

7

EB1

BB2

SL1

BB1

BB1

BB3

SL2

BB3

BB3

BB2

SL1

BB3

A

EB1

BB3

C2

C1

C1

C1

6

EB1 BB1

SL2

BB2

SL1

6400

5

EB1

C1

BB3

EB1

C1

EB1

9000

9000

EB1

BB1

EB1

6322 BB3

C1

BB1

C2

EB1

4700

C2

BB3

C1

EB1

L

EB1

9000

5

EB1

C1

BB3

EB1

30000

M1

EB1

M1

EB1

M1

EB1

M1

EB1

M1

EB1

M1

EB1

9536

BB2

SL1

EB1

C1

2

9000

BB1

SL2

EB1

1

BB3

EB1

C1

TYPICAL MID RISE STRUCTURAL FLOOR PLAN

3000

9000

BB3

4

EB1

C1

03

TYPICAL LOW RISE

3 C2

BB3

C1

9

5000

EB1

EB1

C1

BB3

BB1

SL2

9000

EB1

20000

KEYPLAN

C1

7

C2

C2

EB1

C1

9000

C2

4700

C1

BB3

6400 EB1

C1

10000

EB1

BB3

6322 EB1

3000

EB1

6

C1

3000

C1

0

L

C2

5

C1

BB1

EB1

A

6400

EB1

9000

BB3

9

6322

C1

3000

3

EB1

C1

9000

K

EB1

BB3

2

EB1

9000

J

EB1

BB3 EB1

EB1

EB1

C1

3

1

C1

9000

I

S LLIN CO

BB3

BB1

SL2

BB3

4700

2

8

C2

C2

L

1

4

EB1

C1

TYPICAL LOW RISE STRUCTURAL FLOOR PLAN

PLAN 1:500

A

EB1

C1

02

PODIUM STRUCTURAL FLOOR PLAN

9000

9000

01

8

TR1

TR1

C1

C1

C2

EB1

7

TR1

TR1

C1

C1

TR1

TR1

EB1

EB1

C1

6

TR1

EB1

TR1

C1

EB1

5

TR1

BB3 C2

EB1

C1

C2

BB3

C2

EB1

C1

EB1

BB3

EB1

TR1 C1

SL2

C1

TR1

EB1 BB1

EB1

C1

BB3

TR1

EB1

C1

SL2

EB1

C2

EB1

BB3

C1

BB3 TR1

TR1

EB1

3 4

9000

H

G

2

BB3 EB1

BB3

C1

C1

TR1

9000

3000

F

1

2

C1

TR1

EB1

TR1

3000

TR1 C1

EB1

EB1

TR1

9536

C1

E

ST

C1

9

TR1

EB1

TR1

7

TR1

5000

D

C

ET RK

9000

TR1

TR1

4700

1

EB1

BB3

9000

EB1

C1

C3

TR1

3000

B

ST

C1

6

TR1

TR1

TR1

TR1

5

EB1

TR1

C3

TR1

C1

TR1

9000

A

MA

3000

EB1

C2

TR1

C3

TR1

C1

TR1

9000

L

6400

TR1

6322

C1

TR1

9000

K

6400

C1

9000

J

6322

TR1

C1

9000

I

3000

TR1

9000

H

G

9000

C1

9000

3000

F

9000

C3

5000

E

9000

TR1

4700

D

C

3000

C3

3000

B

9536

TR1

9000

A

3000

C3

TR1

9000

L

3000

C3

C1

9000

K

6322

6400

TR1

TR1

3

8

TR1

9000

J

TR1

2

4

C1

9000

I

3000

TR1

C1

9000

H

G

9000

TR1

9000

F

9000

C1

C1

E

9000

3000

5000

1

D

C

3000

B

9536

A

M LIA WIL

STRUCTURE

1:500

9

9

TITLE

04

TYPICAL HIGH RISE

TYPICAL HIGH RISE STRUCTURAL FLOOR PLAN

PLAN 1:500

05

HOTEL AMENITIES

HOTEL AMENITIES STRUCTURAL FLOOR PLAN

PLAN 1:500

06

ROOF PLAN (CROWN)

STRUCTURAL PLANS

CROWN STRUCTURAL FLOOR PLAN

PLAN 1:500

PROJECT

FINAL ASSIGNMENT

SUBJECT

MELBOURNE SCHOOL OF DESIGN APPLIED ARCHITECTURAL TECHNOLOGY (ABPL90118_2021_SM1) SUBMITTED BY

LAM HIU MING, LISA (1060304) ALEX LEWIS (1254665) RAZAN SHANNAK (1147432)

TUTOR

COORDINATOR

GIOIA GRECO T19

DR GIORGIO MARFELLA

SCALE

SHEET SIZE

SHEET NO

REV

1:500

A2.1

A1

B

DATE

18/06/2021

STRUCTURE

1:50 250

0

1000

2000

3000

M1 STEEL MAST

KEYPLAN

CROWN

CROWN STRUCTURE

EB1 600x400mm SL1 120mm THK

S LLIN CO

BB2 2400x400mm CORE WALL 400mm THK

ST

C1 600x600mm

N

MA

ST

ET RK

M LIA WIL

N SL DE R N I FL

433 - 455 COLLINS STREET, MELBOURNE

CORE

HIGH RISE

ST

BEAM STRUCTURE

ADDRESS

EB1 600x400mm SL1 120mm THK BB2 2400x400mm C1 600x600mm

CORE

MID RISE

CORE WALL 400mm THK

LEGEND

EB1 600x400mm SL1 120mm THK BB2 2400x400mm CORE WALL 600mm THK

C1 900x900mm

CORE

LOW RISE

CENTRAL CORE

EB1 600x400mm SL1 120mm THK BB2 2400x400mm CORE WALL 800mm THK

03 CONCRETE SLAB

1

C1 1200x1200mm

DETAILED STRUCTURAL SECTION

SECTION 1:100

PLAN Detailed Structural Section 1:50

TRUSS

TITLE

STRUCTURAL CONCEPT & SECTIONS

PROJECT

FINAL ASSIGNMENT

WIDTH CODE

COLUMNS

GSEducationalVersion

01

STRUCTURAL ISOMETRIC VIEW

3D VIEW

02

EXPLODED STRUCTURAL COMPONENTS VIEW

3D VIEW

DESCRIPTION

LOW RISE

MID RISE

DEPTH

Core Outside Walls

800mm

C1

Concrete column

C2

Concrete column (corners)

C3

Steel column (Glazed Roof Structure)

600mm Ø

—

BB1

PT band beam (primary)

2400mm

600mm

BB2

PT band beam (typical)

2400mm

400mm

BB3

PT band beam (corners)

1200mm

400mm

EB1

Edge beam

600mm

400mm

SL1

PT concrete slab

—

120mm

SL2

PT concrete slab

—

200mm

TR1

Steel truss beam

300mm

1200mm

RF1

Concrete Roof

—

200mm

M1

Steel Mast

300mm

Tapers 1000–300mm

04

600mm

HIGH RISE 400mm

—

1200X1200mm 900X900mm

600X600mm

—

900X900mm

600X600mm

—

600X600mm

STRUCTURAL ELEMENTS SCHEDULE

SCHEDULE

SUBJECT

MELBOURNE SCHOOL OF DESIGN APPLIED ARCHITECTURAL TECHNOLOGY (ABPL90118_2021_SM1) SUBMITTED BY

LAM HIU MING, LISA (1060304) ALEX LEWIS (1254665) RAZAN SHANNAK (1147432)

TUTOR

COORDINATOR

GIOIA GRECO T19

DR GIORGIO MARFELLA

SCALE

SHEET SIZE

SHEET NO

REV

1:50

A2.2

A1

B

DATE

18/06/2021

3150

g le

3150

(E

3150

3150

3150

An qu

(E

)

2°

g le

x5

An

in o

3150

er in t W

er in t W

250

0

1000

2000

3000

qu in o x5

KEYPLAN

2° )

S LLIN CO

ST

N

MA

ST

ET RK

M LIA WIL

N SL DE R N I FL

ST

ADDRESS

Angl 3150

3150

3150

3150

3150

3150

er int W

er int W

(E

FT01.A

Podium lobby

FT01.B

Podium retail

FT02.A Type I

Low rise & mid rise North & west facade: Commercial floors

FT02.A Type II

High rise North & west facade: Hotel rooms

FT02.B Type I

Low rise & mid rise East & south facade: Commercial floors

FT02.B Type II

High rise East & south facade: Hotel rooms

FT02.C

High rise: Hotel Sky Lobby & Hotel Amenities

FT02.D

Plant floors

FT02.E

Plant floors louvre

FT03

Crown cladding

FT04

Terrace balustrade and windbreak

)

)

2°

)

2°

2°

x5

x5

x5

ino

ino

ino

qu

qu

qu

(E

(E

LOCATION

gle

gle

gle

FACADE CODE

An

An

FT03

An

FT03

FT01.A

w

w

er int W

FT01.A

Lo

Lo

w

75°)

75°)

Lo

e olstic er S umm

e olstic er S umm

e (S

3150

LEGEND

e (S

Angl

3150

mer

mer

Clear Low-E Double Glazing

Sum

Sum

Clear Low-E Double Glazing

433 - 455 COLLINS STREET, MELBOURNE

High

High

Ventilation Louvre Opening With Mech. Ducts Above Suspended Ceiling

75°)

Ventilation Louvre Opening With Mech. Ducts Above Suspended Ceiling

e olstic er S umm

e (S

Angl

PV Panel (N+W) Colour Back Glass Spandrel (S+E)

mer

PV Panel (N+W) Colour Back Glass Spandrel (S+E)

Sum

Sun Angle for Solstice + 45 Days (90 Days Period, Angle at 68°)

3150

w

w

1:50

Ventilation Louvre Opening

High

ENVELOPE

Lo

Lo

Ventilation Louvre Opening

Sun Angle for Solstice + 45 Days (90 Days Period, Angle at 68°)

Ventilation Louvre Opening

75°)

75°)

KEY FACADE TYPES Clear Low-E Double Glazing

e olstic

ls t ic e r So mme

Ventilation Louvre Opening With Mech. Ducts Above Suspended Ceiling Clear Low-E Double Glazing

Ventilation Louvre Opening

01

02

FT02.A TYPICAL TOWER

SECTION 1:50

FT02.A — HIGH SUMMER SUN

SECTION 1:50

03

FT02.A — LOW SUN ANGLE

SECTION 1:50

06

FT03

FT01.A

FT03

NORTH EAST FACADE TYPES

3D VIEW NTS (REFER LEGEND FOR TYPES)

FT03

Solid Aluminium Panel

Solid Aluminium Panel

TITLE

Crown Steel Tapering Column

FACADE CONCEPTS

Raking Steel Secondary Crown Steel Tapering ColumnTop Member Structure Perforated Aluminium Panels Raking Steel Secondary Structure Top Member

Podium Truss Structure

PROJECT

FINAL ASSIGNMENT

Perforated Aluminium Panels

Fitted Glass Roof Panels Podium Truss Structure Fitted Glass Roof Panels Node Assembly (Connected by SS Rods and SS Cables)

Steel Columns (600mm Φ)

SUBJECT

MELBOURNE SCHOOL OF DESIGN APPLIED ARCHITECTURAL TECHNOLOGY (ABPL90118_2021_SM1)

Node Assembly (Connected by SS Rods and SS Cables)

Steel Columns (600mm Φ)

SUBMITTED BY

Steel Link (Perforated Aluminium Panels and Steel Connection)

LAM HIU MING, LISA (1060304) ALEX LEWIS (1254665) RAZAN SHANNAK (1147432)

Steel Link Steel PFC Secondary Structure (Perforated Aluminium Panels and Steel Connection)

Node Assembly (Connected by SS Cables) Concrete Column Node Assembly (Connected by SS Cables)Glass Panel

Steel PFC Secondary Structure

Concrete Column

TUTOR

Glass Panel

Solid Aluminium Panel

Podium Truss Structure

Podium Truss Structure

Fitted Glass Roof Panels

Fitted Glass Roof Panels

Node Assembly Steel Columns (600mm Φ) (Connected by SS Rods and SS Cables)

04

Crown Steel Tapering Column

Crown Steel Tapering Column

Crown Steel Tapering Column

Raking Steel Secondary Structure Top Member

Raking Steel Secondary Structure Top Member

Raking Steel Secondary Structure Top Member

Perforated Aluminium Panels

Perforated Aluminium Panels

Perforated Aluminium Panels

FT01.A PODIUM LOBBY

SECTION 1:50

Steel Columns Node Assembly (600mm Φ) (Connected

by SS Rods and SS Cables)

GIOIA GRECO T19

Solid Aluminium Panel

Solid Aluminium Panel

Node Assembly (Connected by SS Rods and SS Cables)

COORDINATOR

05

FT03 CROWN

SECTION 1:50

SCALE

SHEET SIZE

SHEET NO

REV

1:50

07

SOUTH WEST FACADE TYPES

3D VIEW NTS (REFER LEGEND FOR TYPES)

DR GIORGIO MARFELLA

A3.1

A1

B

DATE

18/06/2021

1000

CODE

LOCATION

DESCRIPTION

FT01.A

Podium lobby

Top: Solid aluminum panel (gray powdercoat) Lower: SS cable net structural glazing (clear)

0

4000

80000

12000

DIAGRAM

1:200

KEYPLAN

FT01.A

5000

3,000 1,500 1,500

Aluminium Panel

S LLIN CO

Roof over exterior: SS cable net structural glazed roof with fritted glass 3,000

Vision Panel

ST

N

ET RK

ST

N SL DE R N I FL

MA

M LIA WIL

ST

Top: Solid aluminum panel (gray powdercoat)

FT01.B

Lower: Glass mullion shopfront structural glazing (clear)

1,500

ADDRESS

433 - 455 COLLINS STREET, MELBOURNE

5000

Podium retail

Aluminium Panel

VARIES

FT01.B

Vision Panel

LEGEND Folded unitised CW

FT02.A Type I

01

Folded unitised CW

FT02.A Type II

600

Vision Panel

2,350

FT02.B Type I

3D VIEW NTS

FT02.A Type I

Low rise & mid rise North & west facade: Commercial floors

FT02.A Type II

High rise North & west facade: Hotel rooms

FT02.B Type I

Low rise & mid rise East & south facade: Commercial floors

FT02.B Type II

High rise East & south facade: Hotel rooms

FT02.C

High rise: Hotel Sky Lobby & Hotel Amenities

FT02.D

Plant floors

FT02.E

Plant floors louvre

FT03

Crown cladding

FT04

Terrace balustrade and windbreak

350

Folded unitised CW

FT02.B Type II Spandrel

600

1,500

Vision Panel

2,350

Top: PV panel to spandrel with integrated ventilation louvre under Centre: Double glazed vision panel with shear blind and blockout blind behind Lower: Ventilation louvre

Folded unitised CW

FT02.D

Top: PV panel to spandrel Lower: Colourback glazing (dark gray)

Repeated to double height space, fixed to secondary steelwork

PV Panel

600

Vision Panel

2,700 600 2,350

Fritted Glass Vision Panel

Ventilation Louvre

TITLE

04

350

FT02.C

1,500

1,500

FT02.B TOWER TYPICAL (S + E)

3D VIEW NTS

05

FT02.C SKY LOBBY + AMENITIES

3D VIEW NTS

06

FT02.D TYPICAL PLANT

FACADE TYPES

3D VIEW NTS

600

Folded unitised CW Top: PV panel to spandrel with integrated ventilation louvre under Centre Upper: Triple glazed vision panel with integrated automatic blind in cavity Centre: Double glazed vision panel with ceramic frit Centre Lower: Triple glazed vision panel with integrated automatic blind in cavity Lower: Ventilation louvre spandrel

PV Panel

PROJECT

Colourback Glass

3,600

Plant floors

FT02.A TOWER TYPICAL (N + W)

600

Vision Panel

600

FT02.D

High rise: Hotel Sky Lobby & Hotel Amenities

3D VIEW NTS

03

4,200

Spandrel

Ventilation Louvre

FT02.C

Podium retail

350

High rise East & south facade: Hotel rooms

FT01.B

1,500

Ventilation Louvre

FT02.B Type II

FT01.A PODIUM RETAIL

Folded unitised CW

Top: PV panel to spandrel with integrated ventilation louvre under Centre: Triple glazed vision panel with integrated automatic blind in cavity Lower: Ventilation louvre spandrel

Podium lobby

3,300

PV Panel

3,250

Low rise & mid rise East & south facade: Commercial floors

FT01.A

1,500

Ventilation Louvre

FT02.B Type I

3D VIEW NTS

02

350

Top: PV panel to spandrel with integrated ventilation louvre under Centre: Double glazed vision panel with shear blind and blockout blind behind Lower: Ventilation louvre spandrel

FT01.A PODIUM LOBBY

3,300

High rise North & west facade: Hotel rooms

LOCATION

350

Ventilation Louvre

FT02.A Type II

FACADE CODE 600

Vision Panel

4,200

PV Panel

3,250

Top: PV panel to spandrel with integrated ventilation louvre under Centre: Triple glazed vision panel with integrated automatic blind in cavity Lower: Ventilation louvre

1,500

6,600

Low rise & mid rise North & west facade: Commercial floors

PV Panel

FINAL ASSIGNMENT

8,400

FT02.A Type I

3,600

Colourback Glass

SUBJECT

Top: PV panel to spandrel Lower: Aluminium mechanical louvre extrusion (dark gray powdercoat)

Repeated to double height space, fixed to secondary steelwork

Mechanical Louvre

PV Panel

Mechanical Louvre

FT03

Crown cladding

Perforated aluminum panel (white powdercoat) fixed to crown steelwork

FT03

Laminated glass panel structural glazed to tapering steel mullion

FT04

LAM HIU MING, LISA (1060304) ALEX LEWIS (1254665) RAZAN SHANNAK (1147432)

TUTOR

COORDINATOR

8,400 TYPICAL

GIOIA GRECO T19

SCALE

SHEET SIZE

SHEET NO

REV

1:200

1,500

DR GIORGIO MARFELLA

A1

2,150

Terrace balustrade and windbreak

SUBMITTED BY

3,000

Perforated Aluminium Panel

FT04

MELBOURNE SCHOOL OF DESIGN APPLIED ARCHITECTURAL TECHNOLOGY (ABPL90118_2021_SM1)

600

PV Panel

3,600

FT02.E

8,400

Folded unitised CW

600

Plant floors louvre

3,600

FT02.E

1,500

350

ENVELOPE

FACADE SCHEDULE

1:200

07

FT02.E PLANT INTAKE/EXHAUST

3D VIEW NTS

08

FT03 CROWN

3D VIEW NTS

09

FT04 TERRACE BALUSTRADE

3D VIEW NTS

A3.2

B

last saved by: alexl on 17/06/2021

DATE

18/06/2021

PART 3

DETAILED DESIGN DRAWINGS

APPLIED ARCHITECTURAL TECHNOLOGY

1,500

1,500

1,500

1,500

1,500

+34.910 5 Level 1 - Plant

1,500

0

1000

2000

KEYPLAN KEYPLAN T SS T LLIN S O C INS LL CO

BALUSTRADE AND WIND SHIELD

+106.310 Level 16 PV

CL01

C1

TERRACE CL01

GL03

GL03

LEGEND LEGEND

FT04

CODE

CODE C1

400

GL04

CL01

PV

PV

GL04

PV

Concrete Type

CL01

DESCRIPTION

DESCRIPTION

CL02

600

+102.110 Level 15

LOCATION

Glass Type

A4.02 - 02 CL02 LV01

GL01

FT02.A (Vision) Double glazed unit FT02.B (Vision) low iron glass, 18mm cavity Concrete column2x8mm 1200X1200mm to 600X600mm Reflective coating to surface #2 Glass Type Low E coating to surface #3

GL04

GL04

Laminated glass panel

GL02

FT02.B (Spandrel) Single glazed unit 2x16mm low iron toughened glass, PVB FT02.D 8mm clear glass laminated Grey solid frit (ColourBack) to surface #2

GL08

C1

6.3Smm thick laminated clear glass

GL03

FT04

Laminated glass panel 2x8mm clear toughened glass, PVB laminated

3,200

Cladding Type LV02

GL02

CL01

GL02

5mm Solid aluminum panel with gray

GL04

GL04

FT01 powdercoat

Laminated glass panel 2x16mm low iron toughened glass, PVB 5mm Solid aluminum panel with light gray laminated

CL08

PV

powdercoat

Cladding Types Door Type

GL04

CL01

FT01

DR01

Solid aluminum panel with gray

Standard Revolving Door powdercoat 4 Rigid Leaves Drumwall: Curved, Smooth-surfaced Panel FT04 Folded aluminum sheet with dark gray (With 30mm thermal insulation) powdercoat

GL02

8,400

PV

400

GL02

CL02

600

LV02

FT02.D

A4.02 - 07

FT02.E

N

433 - 455 COLLINS STREET, MELBOURNE 433 - 455 COLLINS STREET, MELBOURNE

2,500

FT02.A

GL01

N

N SL N DE R L N I FL DERS N FLI

ADDRESS ADDRESS

02

CL01

3000

ST ET T ST RK MA ARKE M

PV

DR02

Standard Double Door W:1200 H:2400 Integrated photovoltaic panel FT02.A FT02.C 2x16mm laminated clear glass

PV

FT02.D FT02.E

GL02

03

Louvre Types

3,200

LV02

GL02

03

03 DR01 LV02

+93.710

03

LV01

FT02.A FT02.B FT02.C

Aluminium ventilation louvre extrusion with dark gray powdercoat 50% free area

LV02

FT02.E

Exterior: 50mm Aluminum SHS at 100mm centres with dark gray powdercoat screen Interior: Aluminium mechanical stormproof louvre extrusion with black powdercoat 50% free area

DR02 400

MODULE 4

250

T MS T LIA M S WIL ILLIA W

D E T A I L

1:50

H

GL02

GL02

Level 14 Pant

TITLE TITLE 4,200

FT02.A

FT02.A

FT02.D GENERAL ARRANGEMENT PODIUM GENERAL ARRANGEMENT & DETAILS

03 01

+89.510 Level 13

PROJECT PROJECT

SCALE 1:50

INDIVIDUAL PROJECT SUBMISSION 4 INDIVIDUAL PROJECT MODULE 4 (DETAIL) (DETAILED DESIGN)

SS Vertical Cable

ELEVATION DRAWING

GL04

SCALE 1:50

SS Horizontal Cable

02

MECHANICAL FLOOR TO TERRACE FACADE SECTION

SS Cable Anchor

03

SECTION 1:50

DR01

02

EB1 EDGE BEAM SHOWN DASHED C1

A4.02 - 09

GL08

A4.02 - 06

DR02

MECHANICAL FLOOR TO TERRACE FACADE VIEW

TUTOR TUTOR

Steel PFC

Drum Wall SHS LV02

GL02

FT02.E

04 GSEducationalVersion

GL02

FT02.D

MECHANICAL FLOOR FACADE PLAN

PLAN 1:50

02

REVOLVING DOOR SECTION PLAN DRAWING

SCALE 1:50

GL02

GL02

GIOIA GRECO GIOIA GRECO T19 T19 SCALE SCALE

SHEET SIZE SHEET SIZE

SHEET NO SHEET NO

REV REV

1:50 VARIES

GL02

A1 A1

CL08

FT02.D

02

External Flagstone Paving

ALEX LEWIS LAM HIU MING LISA

3D VIEW NTS Patch Fitting

Bolt

OVERHEAD CW SHOWN DASHED

BRACKET REBATE SHOWN DASHED

APPLIED ARCHITECTURAL TECHNOLOGY APPLIED ARCHITECTURAL TECHNOLOGY (ABPL90118_2021_SM1) (ABPL90118_2021_SM1)

Silicone Sealant

CW BRACKET H

SUBJECT SUBJECT

SUBMITTED BY SUBMITTED BY

01

C1

Silicone Sealant

02

Internal Marble Paving MECHANICAL FLOOR TO TERRACE FACADE ELEVATION Versatile Aluminium ELEVATION 1:50 Entrance Matting

SHS

REFER FT02.A PODIUM SECTION DRAWING

Top Hat revolving door driver

04

REVOLVING DOOR DETAIL DRAWING

SCALE 1:5

A4.1 A.1

A A

DATE DATE

29/05/2021 28/05/2021

1:5

370

FALL 115

CL02 FOLDED ALUMUNIUM PARAPET CAPPING

25 NOM

FC SHEETING CAPPING SUPPORT

Trusses elements fixed to concrete column via SS clear and M12 bolts

BALUSTRADE STANCHION BEYOND

GL03 FLASHING FIXED AND SEALED TO CW AND UPSTAND WP MEMBRANE

WP Membrane

25

30 PAVING BEYOND

BEIGE CONCRETE PAVER

FPL

TAPERING STEEL STAUCHEON

Universal Columns:100 UC 14 CONCRETE UPSTAND AFTER BRACKET INSTALLATION

BOLT TO SUBSTRATE

STRUCTURAL SILICON

400

FALL TO RWO

CL01

WP MEMBRANE

STANCHION BOLTED TO SLAB

SCREED

GL03

CL01

SILICON JOINT WITH BACKING ROD

SSL

370

Welded to Universal Columns:100 UC 14

Welded to Universal Columns:100 UC 14

Bolt

CODE

CONCRETE SLAB SL1

50 14 Universal Columns : 100 UC

02

FT02.E VIEW Top hats

PV BEYOND

03

FT04 PARAPET SECTION Connector

SS Cable Anchor

FT04 PLAN

6.3Smm thick laminated clear glass

GL03

FACADE SETOUT

FT04

5mm Solid aluminum panel with gray Laminated glass panel powdercoat 2x16mm low iron toughened glass, PVB 5mm Solid aluminum panel with light gray laminated powdercoat

300 PFC

CL08 Cladding Types

SLAB BRACKET

GL04

Routel Silicone Sealant

CAPRAL CW175 GUTTER TRANSOM (STACK TRANSOM)

EA 200x200mm

08

GL04

STRUCTURAL C CHANNEL

GL02

PODIUM ROOF CABLE NET DETAIL DRAWING

FT02.A W:1200 H:2400 Integrated photovoltaic panel FT02.C 2x16mm laminated clear glass FT02.D FT02.E

TUBULAR TRANSOM BEYOND

SCALE 1:5

Louvre Types LV01

FT02.A FT02.B FT02.C

Aluminium ventilation louvre extrusion with dark gray powdercoat 50% free area

LV02

FT02.E

Exterior: 50mm Aluminum SHS at 100mm centres with dark gray powdercoat screen Interior: Aluminium mechanical stormproof louvre extrusion with black powdercoat 50% free area

CAPRAL CW175 TUBULAR TRANSOM RAKING SPLIT MULLION BEYOND

340

400

Solid aluminum panel with gray

Standard Double Door

PV

ALUMINIUM WEDGE WELDED TO SPLIT MULLION

09

FT01

Standard Revolving Door powdercoat 4 Rigid Leaves Drumwall: Curved, Smooth-surfaced FT04 Folded aluminum sheetPanel with dark gray (With 30mm thermal insulation) powdercoat

CL02

MULLION BRACKET

PODIUM ROOF DETAIL DRAWING

SCALE 1:5

CL01

DR02

Silicone Sealant

SS Cable Anchor

Door Type DR01

50

GL02

FT01

SLAB REBATE SHOWN DASHED

GL04

Laminated glass panel 2x8mm clear toughened glass, PVB laminated

Cladding Type CL01

Spider Fitting

SS Horizontal Cable

DESCRIPTION

DESCRIPTION

Laminated glassSingle panel glazed unit FT02.B (Spandrel) 2x16mm low iron8mm toughened glass, PVB FT02.D clear glass laminated Grey solid frit (ColourBack) to surface #2

GL04

Vermiculite spray for fire protection

C1 PRE-WELDED THREADED STUD

Routel

N

Double glazed unit FT02.B (Vision) low iron glass, 18mm cavity C1 Concrete column2x8mm 1200X1200mm to 600X600mm Reflective coating to surface #2 Low E coating to surface #3 Glass Type

GL08

DETAIL 1:5

Connector SS Horizontal Cable

CONCRETE SLAB EB1

N

Concrete Type GL01 FT02.A (Vision)

GL04 GL02

EDGE BEAM EB1

DETAIL 1:5

LOCATION

Glass Type

530 FIRE STOP SMOKE FLASHING

N SL ER ND FLI RS LN E ND FLI

ADDRESS ADDRESS

CODE PAVING BEYOND

3D VIEW NTS

T SS LLIN CO S S T LLIN CO

LEGEND LEGEND

PV PANEL

01

KEYPLAN KEYPLAN

PAVING BEYOND

Bolt

PV TRANSMISSON UNIT

300

433 - 455 COLLINS STREET, MELBOURNE 433 - 455 COLLINS STREET, MELBOURNE

30

C1

200

ST T ET RK KET S R MA

200

100

30

Insulation

0

MA

SS ANGLE CLAMPS

ALUMINIUM T SECTION FIXED TO STAUNCHEON WITH NEOPRENE SEPARATING STRIP

PAVING PEDESTAL BEYOND

25 NOM

D E T A I L

30

T M S ST LIA M WIL ILLIA W

MODULE 4

530

CAPRAL CW175 SPLIT MULLION

GL04

MULLION SEAL

SS Horizontal Cable

SSL

SILICON JOINT WITH BACKING ROD

Silicone Sealant

GL02

Spider Fitting PV PANEL

04

FT02.E VIEW

10 NOM

SS Vertical Cable

05

Connector

3D VIEW NTS

06

FT02.E VIEW

3D VIEW NTS

FT02.D PLAN

SPIDER JOINT DETAIL DRAWING 600

SCALE 1:5

STRUCTURAL C CHANNEL

PROJECT PROJECT

INDIVIDUAL PROJECT SUBMISSION 4 INDIVIDUAL PROJECT MODULE 4 (DETAIL) (DETAILED DESIGN)

UB AS PER STRUCTURAL ENGINEER FIRE RATING TO BEAM

SUBJECT SUBJECT

25MM EA DRIP ANGLE

APPLIED ARCHITECTURAL TECHNOLOGY APPLIED ARCHITECTURAL TECHNOLOGY (ABPL90118_2021_SM1) (ABPL90118_2021_SM1)

C01 BEYOND FOLDED ALUMINIUM FIXED TO ANGLES AND SILICON SEALED

FT02.D DETAILS PODIUM DETAILS

DETAIL 1:5

50

05

TITLE TITLE

SS Vertical Cable

GL04 PV TRANSMISSION UNIT

Tubular Transom

SPLIT MULLION

C1

SPLICE

Flashing

SS Cable Anchor

PAINTED FC SHEET 35MM EA WELDED TO SPLIT MULLION

CUSTOM EXTRUSION TUBULAR TRANSOM SINGLE GLAZING INFILL

L-Shaped Sheet Metal Plate

SPLIT MULLION

FOLDED ALUMINIUM FIXED TO ANGLE AND TRANSOM AND SILICON SEALED

ALEX LEWIS LAM HIU MING LISA

Top hats

Silicone Sealant 5°

Internal Marble Paving 50mm Screed

SUBMITTED BY SUBMITTED BY

External Flagstone Paving

TUTOR TUTOR

100mm Screed

GIOIA GRECO GIOIA T19 GRECO T19

WP Membrane Insulation

WP Membrane

GL02

CL01 85

305

Slab 34

07

08

FT02.D SECTION

DETAIL 1:5

GSEducationalVersion

06

PODIUM FOUNDATION DETAIL DRAWING

SCALE 1:5

07

160

FT02.E SECTION

DETAIL 1:5

PODIUM TO TOWER SECTION DRAWING

SCALE 1:5

SHEET SIZE SHEET SIZE

SHEET NO SHEET NO

REV REV

1:5 1:5

C1

175

SCALE SCALE

09

FT02.E PLAN

DETAIL 1:5

FT01.A PODIUM 3D VIEW

A4.2 A.2

A1 A1 A A

DATE DATE

29/05/2021 28/05/2021

D E T A I L

MODULE 4

1:5

D

25

1500

1500

1500

100

200

300

KEYPLAN

1500 02

1500

0

N

PV

ADDRESS

600

600

+110.510 Level 17

350

350

A4.4-05

433 - 455 COLLINS STREET, MELBOURNE CEILING RECESSED VENTILATION GRILLS

18MM CAVITY 8MM LOW IRON GLASS WITH LOW-E COATING

FT02.A

CEILING SUSPENSION RODS OFFICE FLOOR

LEGEND CODE

3150

GL01 8MM LOW IRON GLASS WITH REFLECTIVE COATING

3250

4200

GL01

4200

3250

FT02.A

PLASTER BOARD CEILING

LOCATION

DESCRIPTION

GL01

FT02.A (Vision) FT02.B (Vision)

Double glazed unit 2x8mm low iron glass, 18mm cavity Reflective coating to surface #2 Low E coating to surface #3

GL02

FT02.B (Spandrel) FT02.D

Single glazed unit 8mm clear glass Grey solid frit (ColourBack) to surface #2

GL03

FT04

Laminated glass panel 2x8mm clear toughened glass, PVB laminated

GL04

FT01

Laminated glass panel 2x16mm low iron toughened glass, PVB laminated

Glass Type

LV01 PV

CEILING RECESSED VENTILATION GRILLS

OFFICE FLOOR

03

3150

GL03 TERRACE

GL01

Cladding Types

2500

FT02.A

FT02.A

1100

+106.310 Level 16

350

LV01

600

IN-FLOOR EMBEDDED VENTILATION GRILLS

03

03

A4.4-06

03

CL01

FT01

Solid aluminum panel with gray powdercoat

CL02

FT04

Folded aluminum sheet with dark gray powdercoat

PV

FT02.A FT02.C FT02.D FT02.E

Integrated photovoltaic panel

LV01

FT02.A FT02.B FT02.C

Aluminium ventilation louvre extrusion with dark gray powdercoat 50% free area

LV02

FT02.E

Exterior: 50mm Aluminum SHS at 100mm centres with dark gray powdercoat screen Interior: Aluminium mechanical stormproof louvre extrusion with black powdercoat 50% free area

CL02

+102.110 Level 15

CL01

GL02

FT02.E

FT02.E

FT02.E

MECH. FLOOR

02

FT02.E

Louvre Types

TITLE

01

FACADE - TYPICAL OFFICE FACADE

02

1:50

FT02.A GENERAL ARRANGEMENT & DETAILS

SECTION - TYPICAL OFFICE FACADE

1:50

PROJECT

C1 900X900 MM CONCRETE COLUMN ALUMINIUM L BRACKET

INDIVIDUAL PROJECT SUBMISSION 4 (DETAIL)

MOUNTING BRACKET

02

SLAB EDGE EB1 EDGE BEAM

SLAB EDGE

TRANSOM BEYOND EDGE

C1 EDGE BEAM

SUBJECT

APPLIED ARCHITECTURAL TECHNOLOGY (ABPL90118_2021_SM1)

MOUNTING BRACKET ALUMINIUM CONNECTING ANGLE

600

MITRED FLOOR BRACKET A4.3-04

SUBMITTED BY

50

50 600

RAZAN RAZNASHANNAK SHANNAK

RAKING SPLIT MULLION TUBULAR TRANSOM SPLIT MULLION

GL01

GL03 GL01 MULLION SEAL

1500 FT02.A

D 03

PLAN - FLOOR 15 (OFFICES)

1:50

1800 TERRACE

02

1500

D 04

PLAN - CW TO SLAB CONNECTION AT COLUMN

1:20

CW OVERHEAD

TUTOR

GIOIA GRECO T19

SCALE

SHEET SIZE

SHEET NO

REV

AS1:5 NOTED

A4.3 A4.1

A1

A

DATE

18/06/2021 29/05/2021

SPLIT MULLION

0

100

200

300

KEYPLAN

ALUMINIUM TRANSOM

GUTTER SILL SEAL ALUMINUM ANGLE

PIVOT HENGE

TOP MOTOR RAIL MOTOR

100

ENGINEERED FASCIA

GUTTER SILL

BLINDS PELMET

GUTTER TRANSOM STRUCTURAL SILICON SEALANT

120

SIDE RAILS

STACK JOINT

SILL COVER

N

FABRIC BLINDS

BOTTOM RAIL

VENTILATION INLET LOUVERS

ADDRESS

SMOKE FLASHING BIRD PROOFING MESH

MOTORISED BLINDS DETAIL

1:5

433 - 455 COLLINS STREET, MELBOURNE

STEEL ANGLE ASSEMBLY BOLTED TO BRACKET AND MULLION

130

STACK JOINT

FLOOR BRACKET WITH PACKING PRE-WELDED THREADED STUD

300

GLASS SETTING BLOCK WITH GLASS SUPPORT BEAD

LEGEND CODE

CORNER MULLION PROFILE

LOCATION

DESCRIPTION

GL01

FT02.A (Vision) FT02.B (Vision)

Double glazed unit 2x8mm low iron glass, 18mm cavity Reflective coating to surface #2 Low E coating to surface #3

GL02

FT02.B (Spandrel) FT02.D

Single glazed unit 8mm clear glass Grey solid frit (ColourBack) to surface #2

GL03

FT04

Laminated glass panel 2x8mm clear toughened glass, PVB laminated

GL04

FT01

Laminated glass panel 2x16mm low iron toughened glass, PVB laminated

Glass Type

PV TRANSMISSION UNIT PV PANEL

400

REINFORCED ALUMINIUM SUPPORT TRANSOM SPLIT MULLION

EB1 CONCRETE EDGE BEAM SMOKE FLASHING

0

155

FIRE STOP

Cladding Types

ANGULAR FLASHING AIRTIGHT MEMBRANE

FT01

Solid aluminum panel with gray powdercoat

CL02

FT04

Folded aluminum sheet with dark gray powdercoat

PV

FT02.A FT02.C FT02.D FT02.E

Integrated photovoltaic panel

LV01

FT02.A FT02.B FT02.C

Aluminium ventilation louvre extrusion with dark gray powdercoat 50% free area

LV02

FT02.E

Exterior: 50mm Aluminum SHS at 100mm centres with dark gray powdercoat screen Interior: Aluminium mechanical stormproof louvre extrusion with black powdercoat 50% free area

125

AIRTIGHT ZIP SYSTEM AROUND DUCT PENETRATION

CL01

Louvre Types VENTILATION OUTLET LOUVRES BIRD PROOFING MESH

TUBULAR TRANSOM

AIRTIGHT MEMBRANE

FLAT PAC DUCT (H=125MM)

SPLIT MULLION

35MM FIREPROOF THERMAL INSULATION

PLASTER BOARD CEILING CEILING RECESSED VENTILATION GRILLS

ALUMINIUM ANGLES

05

SECTION - FT02.A DETAILED SECTION

07

1:5

3D VIEW FOR FACADE FT02-A NTS

TITLE

FT02.A GENERAL ARRANGEMENT & DETAILS

SPLIT MULLION

C1 600X600 MM CONCRETE COLUMN EB1 EDGE BEAM

GUTTER SILL SEAL

PROJECT

INDIVIDUAL PROJECT SUBMISSION 4 (DETAIL)

GUTTER TRANSOM

EXTERIOR PAVING PEDESTAL

30

SILL COVER

BEIGE CONCRETE PAVER

TUBULAR TRANSOM GL03 SLAB EDGE

600

EXTRUDED ALUMINIUM ANGLE 600x600MM TILE PEDESTAL CAPSULE

SCREED

INTERIOR FLOORING PEDESTAL CONCRETE HOB

GLAZING CHANNEL

CONCRETE SLAB

APPLIED ARCHITECTURAL TECHNOLOGY (ABPL90118_2021_SM1) SUBMITTED BY

RAZAN RAZNASHANNAK SHANNAK

50

200

WALL CHANNEL JAMB SQUARE

300

WP SHEET

SUBJECT

GLASS RAILING MULLION

35MM FIREPROOF THERMAL INSULATION

CONNECTING CHANNEL ALUMINIUM CONNECTING ANGLE (TO SIDE OF MULLION)

200

CORNER MULLION MOUNTING BRACKET

STRUCTURAL SILICON

TUTOR

GIOIA GRECO T19

SEPARATE CONNECTING BRACKET FOR EACH SIDE OF CORNER TRANSOM BEYOND EDGE SLAB EDGE CW OVERHEAD

SCALE

SHEET SIZE

SHEET NO

REV

AS1:5 NOTED

A1

35

MODULE 4

25

25 NOM

D E T A I L

1:5

06

SECTION - CURTAIN WALL CONNECTION TO TERRACE FLOOR

1:5

08

PLAN - FACADE TO SLAB CONNECTION AROUND CORNER COLUMN

1:10

A4.4 A4.2

A

DATE

18/06/2021 29/05/2021

250 1,500

1,500

1,500

1,500

1,500

0

1000

2000

MECHANICAL FLOOR TO TERRACE

BALUSTRADE AND WIND SHIELD

S LLIN CO

ST

ADDRESS

02

433 - 455 COLLINS STREET, MELBOURNE BALUSTRADE AND WIND SHIELD

GL03

FT04

A4.6 - 02

300 600

A4.6 - 02

FPL SSL

PV

LOCATION

DESCRIPTION

GL01

FT02.A (Vision) FT02.B (Vision)

Double glazed unit 2x8mm low iron glass, 18mm cavity Reflective coating to surface #2 Low E coating to surface #3

GL02

FT02.B (Spandrel) FT02.D

Single glazed unit 8mm clear glass Grey solid frit (ColourBack) to surface #2

GL03

FT04

Laminated glass panel 2x8mm clear toughened glass, PVB laminated

GL04

FT01

Laminated glass panel 2x16mm low iron toughened glass, PVB laminated

Glass Type

A4.6 - 02 CL02

A4.6 - 09

CODE

CL02

LV01

PV

LEGEND

GL03

2,500

FT02.A

+102.110 Level 15

ET RK

TERRACE

TERRACE

N

MA

PV

ST

N SL DE R N I FL

ST

+106.310 Level 16

GL01

3000

KEYPLAN

1,500

M LIA WIL

+102.110 Level 15

PV SL01 EB01 C01 BEYOND

CL03

3,300

GL02

GL02

Cladding Types

PV

CL01

FT01

Solid aluminum panel with gray powdercoat

CL02

FT04

Folded aluminum sheet with dark gray powdercoat

CL03

FT02.E

Exterior: 50mm Aluminum SHS at 100mm centres with dark gray powdercoat screen Interior: Aluminium mechanical stormproof louvre extrusion with black powdercoat 50% free area

PV

FT02.A FT02.C FT02.D FT02.E

Integrated photovoltaic panel

FT02.A FT02.B FT02.C

Aluminium ventilation louvre extrusion with dark gray powdercoat 50% free area

8,400

GL02 UB AS PER STRUCTURAL ENGINEER

PV

A4.6 - 07

PV

FT02.D

GL02

300

A4.6 - 07

600

A4.6 - 09

CL03

A4.6 - 07

PLANT

FT02.E

GL02

CL03

GL02

04

3,600

D E T A I L

1:50

H

04

04

04 Louvre Types LV01

GL02

+93.710

CL03

GL02

Level 14 Pant

PV

PV

SSL

+93.710 Level 14 Pant

FT02 PLANT FACADE GENERAL ARRANGEMENT

4,200

GL01

GL01

FT02.A

FT02.A

TITLE

COMMERCIAL PROJECT

FINAL ASSIGNMENT

+89.510 Level 13

LV01

LV01

SSL

+89.510 Level 13

SUBJECT

MELBOURNE SCHOOL OF DESIGN APPLIED ARCHITECTURAL TECHNOLOGY (ABPL90118_2021_SM1) 02

SUBMITTED BY

01

02

MECHANICAL FLOOR TO TERRACE FACADE ELEVATION

ELEVATION 1:50

MECHANICAL FLOOR TO TERRACE FACADE SECTION

SECTION 1:50 DOUBLE CW BRACKET FOR SPAN PAST CO1

02

H

EB1 EDGE BEAM SHOWN DASHED C01

A4.6 - 10

FT02.E

04 GSEducationalVersion

MECHANICAL FLOOR FACADE PLAN

PLAN 1:50

MECHANICAL FLOOR TO TERRACE FACADE VIEW

3D VIEW NTS

TUTOR

FT02.D

COORDINATOR

GIOIA GRECO T19

DR GIORGIO MARFELLA

SCALE

SHEET SIZE

SHEET NO

REV

1:50

GL02

A1

FT02.D

02

CL03

A4.6 - 06

TYPICAL CW BRACKET OVERHEAD CW SHOWN DASHED

03

ALEX LEWIS (1254665)

A4.5

B

DATE

18/06/2021

CL

30 BALUSTRADE STANCHION BEYOND

GL03 FLASHING FIXED AND SEALED TO UPSTAND WP MEMBRANE AND TO EA FIXED TO CW MULLION

FC SHEETING CAPPING SUPPORT

FPL

30

25

PAVING BEYOND

VERSIPAVE PAVING PEDESTAL BEYOND

KEYPLAN

EMBEDDED C CHANNEL WP MEMBRANE

BOLT TO SUBSTRATE

STRUCTURAL SILICON

STANCHION BOLTED TO SLAB

SCREED

N SL DE R N I FL

N

ST

FOLDED ALUMINIUM SHEET FIXED AND SEALED BETWEN MULLIONS BRACKET FIXED TO MULLION SIDE AND SLAB EMBEDDED CHANNEL

ST

ET RK

SS ANGLE CLAMPS

S LLIN CO

ST

NICHE TO CONCRETE UPSTAND BEYOND

ALUMINIUM T SECTION FIXED TO STAUNCHEON WITH NEOPRENE SEPARATING STRIP

FALL TO RWO 270

GL03

CL02 BLACK POWDERCOAT FOLDED ALUMINIUM SHEET SEALED TO PV AND TRANSOM

ADDRESS

433 - 455 COLLINS STREET, MELBOURNE

50

250

LEGEND CODE

630

SSL

BLACK SILICON WEATHER SEAL WITH BACKING ROD

30

70 NOM

PAVING BEYOND

PV PANEL

LOCATION

DESCRIPTION

GL01

FT02.A (Vision) FT02.B (Vision)

Double glazed unit 2x8mm low iron glass, 18mm cavity Reflective coating to surface #2 Low E coating to surface #3

GL02

FT02.B (Spandrel) FT02.D

Single glazed unit 8mm clear glass Grey solid frit (ColourBack) to surface #2

GL03

FT04

Laminated glass panel 2x8mm clear toughened glass, PVB laminated

GL04

FT01

Laminated glass panel 2x16mm low iron toughened glass, PVB laminated

Glass Type CL02 CAPPING BELOW

FIRE STOP CONCRETE SLAB SL1

SMOKE FLASHING PV TRANSMISSON UNIT

01

02

FT04 VIEW

3D VIEW NTS

50

PV BEYOND

EDGE BEAM EB1

03

FT04 PARAPET SECTION

DETAIL 1:5

FT04 PLAN

DETAIL 1:5

CONCRETE SLAB EB1

CL

CAST IN CHANNEL SLAB BRACKET C01 BEYOND

Cladding Types CL01

FT01

Solid aluminum panel with gray powdercoat

CL02

FT04

Folded aluminum sheet with dark gray powdercoat

CL03

FT02.E

Exterior: 50mm Aluminum SHS at 100mm centres with dark gray powdercoat screen Interior: Aluminium mechanical stormproof louvre extrusion with black powdercoat 50% free area

PV

FT02.A FT02.C FT02.D FT02.E

Integrated photovoltaic panel

FT02.A FT02.B FT02.C

Aluminium ventilation louvre extrusion with dark gray powdercoat 50% free area

50

SLAB EDGE

STEEL ANGLE ASSEMBLY BOLTED TO BRACKET AND MULLION WITH PACKING AND NEOPRENE MATERIAL SEPARATOR

75.0° CAPRAL CW175 GUTTER TRANSOM (STACK TRANSOM) GL02

TUBULAR TRANSOM BEYOND CAPRAL CW175 TUBULAR TRANSOM

25 NOM

STEEL ANGLE ASSEMBLY BOLTED TO BRACKET AND MULLION WITH PACKING AND NEOPRENE SEPARATOR

PRE-WELDED THREADED STUD

CAPRAL CW175 SPLIT MULLION MULLION SEAL GL02

STRUCTURAL C CHANNEL STRUCTURAL SILICON TO FIX PV PANEL

05

FT02.D VIEW

3D VIEW NTS

3D VIEW NTS

23.7°

25MM EA DRIP ANGLE POWDERCOAT TO MATCH LV02

VERMICULITE SPRAY COATING TO STEEL BEAM

150 UM PLEN AIR 50

N ALIG

RECTANGULAR TUBULAR TRANSOM

FOLDED ALUMINIUM FIXED TO ANGLES AND SILICON SEALED POWDERCOAT TO MATCH LV01

FT02.D PLAN

DETAIL 1:5

ANGLE FIXED TO TRANSOM AND LOUVRE CONCEALED FRAME

UB AS PER STRUCTURAL ENGINEER BOLTED TO C01

65 1,5

PV TRANSMISSION UNIT

HOLYOAKE OHL99 LOUVRES ON CONCEALED FRAME BLACK POWDERCOAT TO ALL

SLAB BRACKET

SPLIT MULLION BEYOND

SPLICE 50MM ALUMINIUM SHS @100MM CTRS DARK GRAY POWDERCOAT

STEEL ANGLE ASSEMBLY BOLTED TO BRACKET AND MULLION WITH PACKING AND NEOPRENE MATERIAL SEPARATOR

BIRD MESH FIXED TO FRAME

BIRD PROOF MESH FIXED TO FRAME

CUSTOM EXTRUSION TUBULAR TRANSOM SINGLE GLAZING INFILL

EA FIXED TO STACK SILL AND SUPPORTING ANGLE

SPLIT MULLION GL02

FOLDED ALUMINIUM FIXED TO ANGLE AND TRANSOM AND SILICON SEALED POWDERCOAT TO MATCH LV01

SILL EXTENDS TO MULLION EXT. DRIP FOLD AND SEAL

175 34

CAPRAL CW175 GUTTER TRANSOM (STACK TRANSOM)

75.0°

25 NOM

08

TYPICAL BRACKET ASSEMBLY

3D VIEW NTS

09

FT02.E SECTION

DETAIL 1:5

MELBOURNE SCHOOL OF DESIGN APPLIED ARCHITECTURAL TECHNOLOGY (ABPL90118_2021_SM1) SUBMITTED BY

ALEX LEWIS (1254665)

ALIGN

10

10 NOM

FT02.E PLAN

DETAIL 1:5

TUTOR

50MM ALUMINIUM SHS @100MM CTRS DARK GRAY POWDERCOAT

COORDINATOR

GIOIA GRECO T19

DR GIORGIO MARFELLA

SCALE

SHEET SIZE

SHEET NO

REV

1:5

50

55

HOLYOAKE OHL99 LOUVRES ON CONCEALED FRAME BLACK POWEDERCOAT TO ALL

150 AIR PLENUM

35MM EA WELDED TO SPLIT MULLION POWDERCOAT TO MATCH LV01

SUBJECT

ANGLE FIXED TO TRANSOM AND LOUVRE CONCEALED FRAME

RECTANGULAR TUBULAR TRANSOM

FT02.D SECTION

FINAL ASSIGNMENT

CAST IN CHANNEL

C01 BEYOND

305

PROJECT

CL

SLAB EDGE

SPLIT MULLION

PAINTED FC SHEET TO MATCH LV01

FT02 PLANT FACADE DETAILS

50

STRUCTURAL C CHANNEL SILVER FINISH

06

FT02.E VIEW

50

STRUCTURAL SILICON TO FIX PV PANEL PV PANEL FIXED TO SPLIT MULLIONS AND TUBULAR TRANSOMS

TITLE

10 NOM

600

04

Louvre Types LV01

270

205

STRUCTURE BRACKET WITH PACKING

RAKING SPLIT MULLION BEYOND

SILICON JOINT WITH BACKING ROD

SSL

DETAIL 1:5

300

MA

WP MEMBRANE

BLACK POWDERCOAT FOLDED ALUMINIUM SHEET SEALED TO PV AND TRANSOM

GSEducationalVersion

200

BEIGE CONCRETE PAVER

RONDO 15MM MEDIUM DUTY TOP HAT CAGE SUPPORTING FC SHEET

GL02

07

100

TAPERING STEEL STAUCHEON BEYOND

STACK JOINT GASKET

65

0

30

140

CL02 FOLDED ALUMUNIUM PARAPET CAPPING

330

1:5

270

FALL

M LIA WIL

D E T A I L

630

A4.6

A1

B

DATE

18/06/2021