Gâteau Tower by Ruby Mazzocco

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Marfella

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

ABPL90118 Applied Architectural Technology Final Submission

DESIGN DEVELOPMENT REPORT

Team Member

Yiwei Zhou

993175

Team Member

Jia Wei Ng

1284034

Team Member

Ruby Mazzocco 699123

Tutor

Tutorial Number

Due Date

Group Number

Carlos Lara 17 June 2022

01 B

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Marfella

DESIGN DEVELOPMENT PROPOSAL FOR A TALL OFFICE BUILDING IN MELBOURNE CBD

TEAM MEMBERS Team Member 1 Yiwei Zhou Team Member 2 Jia Wei Ng Team Member 3 Ruby Mazzocco

CONTENTS Part 1 – Project Synopsis 1.1 1.2 1.3

Vertical Strategy (Ruby Mazzocco) Structural Concept (Jia Wei Ng) Facade Concept (Yiwei Zhou)

Part 2 – General Arrangement Drawings A1.1: Site Plans and massing concepts A1.2: Architectural Plans A1.3: Sections A2.1: Lift Diagrams & 3D modelling A2.2: Structural plans A2.3: Structural concept diagrams & 3D modelling A3.1: Elevations A3.2: Enlarged sections and elevations A3.3: Façade concept diagrams & 3D modelling Part 3 – Detailed Design Drawings A4.1 Typical Office Façade: General Arrangement A4.2 Typical Office Façade: Details A4.3 Sky Lobby Façade: General Arrangement A4.4 Sky Lobby Façade: Details A4.5 Typical Hotel Façade: General Arrangement A4.6 Typical Hotel Façade: Details

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Marfella

PART 1 PROJECT SYNOPSIS

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Marfella Author

1.1 VERTICAL STRATEGY

Ruby Mazzocco

1 1.1

CORE STRUCTURE AND STACKING NOT TO SCALE

2 1.1

LIFT AND CORE SECTION NOT TO SCALE

25M

50M

3 1.1

LOW AND MID-RISE OFFICE PLANS NOT TO SCALE

10M

20M

4 1.1

Student ID

699123

SITE AND SUN CONTEXT NOT TO SCALE

50M

100M

Gâteau Tower takes its name from its stepped-back design; tiered sections of office and hotel floors resemble those of a layer cake (Image 4). It gradually peels itself away from Lonsdale Street to avoid - as much as possible overshadowing the pedestrians below. At a total height of 217.2 meters (Image 2), regulations required a setback distance of 13.032 meters from the surrounding roads (Lonsdale and Little Lonsdale Streets), however, its spacious podium sits much closer to the boundary line.

bay of four hotel-dedicated lifts to service the hotel floors above (Level 29 - 44). Two of these hotel lifts, plus the second goods lift, also open on the ground floor to allow hotel visitors to take a direct path from the ground to the Level 29 Sky Lobby. These lifts also stop at the top mechanical floor (Level 46) and terminate at the tower rooftop (Level 46). A strategically placed lift core allows for a significant reduction in core size - and subsequent increase in efficiency - on the tower’s upper floors

The podium is an expansion of the main tower at ground level and creates an attractive and comfortable retail, hospitality and rest space for building occupants and the public alike. The read façade of the podium features an overhang for the hotel entrance, allowing sheltered movement to and from the site-wide semi-circular driveway. The rear section of the podium is accessible only by hotel visitors and leads directly to the hotel sky lobby lifts.

The staggered design creates outdoor terrace areas at both Level 16 (mid-rise office) and the hotel Sky Lobby. The terrace’s high glazed walls, aim to reduce wind and create a pleasant space for people to work or rest. Given the tower’s setback, its occupants are gifted with 360-degree views. To the North, they see Flagstaff Gardens and Queen Victoria Market, and to the West, Marvel Stadium, and the Docklands. To the South, they admire Southern Cross Station and Port Philip Bay and to the East, the heart of the CBD down a leafy Lonsdale Street.

In terms of its lift structure, Gâteau Tower is efficient but generous (Image 1). A total of 16 lifts meet on the ground floor, three of these also descending to the car park levels below. Six lifts at the south end service the low-rise office floors (Ground Floor – Level 15), stopping at the tower’s second mechanical floor. A further six lifts in the centre of the tower service the mid-rise office floors (Ground Floor + Level 16- Level 28) stopping at all levels including the tower’s third mechanical floor, where they terminate. The office goods lift at the north end of the tower follows this same path, dropping off at Level 28 to allow for a

With a total of 24 office floors, 14 hotel floors, plus a podium mezzanine, hotel Sky Lobby and Rooftop bar, Gâteau Tower boasts a Gross Floor Area of 84,137.8m2. It has a hotel NLA of 38,478m2 and a total office floor NLA of 20,217m2. Its low-rise office floor NLA of 19,890m2 results in a high floor efficiency of 82% and its mid-rise office floor NLA of 18,588m2 results in an even higher floor efficiency of 87.5% (Image 3). Gâteau Tower is pleasing to the eyes of those who view it and cost-effective, if not profitable, for those who occupy it.

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Marfella Author

1.2 STRUCTURAL CONCEPT

Student ID

Jia Wei Ng

1284034

BOUNDARY LINE

FFL + 213 720

SETBACK LINE

FFL + 217 200 FFL + 217 200

SETBACK LINE

BOUNDARY LINE

MECHANICAL FLOOR (OUTRIGGER SYSTEM)

FFL + 206 520 FFL + 202 920

FFL + 199 320

FFL + 195 720

FFL + 192 120

FFL + 188 520

FFL + 184 920

FFL + 174 720

FFL + 171 120

FFL + 167 520

FFL + 163 920

FFL + 160 320

FFL + 156 720

FFL + 153 120

FFL + 149 520

MID-RISE LOW-RISE

A HOTEL SKY LOBBY

FFL + 142 920

MECHANICAL FLOOR (OUTRIGGER SYSTEM)

FFL + 134 920 12

FFL + 130 920

FFL + 126 920

2 1.2

HOTEL STRUCTURAL PLAN NOT TO SCALE

FFL + 122 920

FFL + 118 920

FFL + 114 920

FFL + 110 920

FFL + 106 920

MID-RISE OFFICE

FFL + 102 920

FFL + 98 920

FFL + 94 920

FFL + 90 920

FFL + 86 920

MECHANICAL FLOOR (OUTRIGGER SYSTEM)

FFL + 78 920 12

FFL + 74 920

FFL + 70 920

FFL + 66 920

FFL + 62 920

FFL + 58 920

FFL + 54 920

LOW-RISE OFFICE

FFL + 50 920

FFL + 46 920

FFL + 42 920

FFL + 38 920

FFL + 34 920

FFL + 30 920

MECHANICAL FLOOR (OUTRIGGER SYSTEM)

MECHANICAL FLOOR

FFL + 22 920

FFL + 0

HOTEL

FFL + 178 320

LONSDALE STREET

LITTLE LONSDALE STREET

PODIUM

PODIUM MEZZANINE

PODIUM FFL + 2 920

PODIUM

CONCRETE CORE & BASEMENT

1 1.2

SECTION AA NOT TO SCALE

Gâteau Tower’s structure adopts the outrigger and belt truss system in response to tackle the wind load in Melbourne and vertical load of the building. Our structural concept follows the use of spaces, with 12 metre leasing depth on every floors, removing the core as the building floors increases. As the tower goes higher, Gâteau Tower has lesser net lettable floor area and core area. Hence, belts and outriggers are located on every mechanical floor, supporting the new columns and vertical load from higher levels and to tackle the wind load in Melbourne. The mechanical floor with outrigger system is located on top of podium, lowrise office, mid-rise office, and hotel, providing structural grips from the core to building perimeter. The structural system is supported with composite material, which is concrete and steel. The material of the core is concrete, supported by steel beams connecting to the total 10 of 1800mm x 900mm steel mega column embedded in concrete and total 22 of 508mm diameter circular hollow section steel column around the building perimeter. The perimeter of podium is supported by 900mm x 900mm of the steel mega column embedded in concrete, as the load is lesser in ground floor. The dimension of the concrete core from basement to the mechanical floor on top of the low rise-office is 600mm, then becomes 450mm until the top floor of midrise office mechanical floor, and eventually reduces to 300mm for the hotel. The centre core adapts the material of concrete is to provide extra weight and stability for Gâteau Tower, connecting the outer columns to the core with beams.

3 1.2

PODIUM MEZZANINE STRUCTURAL PLAN NOT TO SCALE

The structural system of Gâteau Tower from upper floors connect down to the podium, but with a slight difference where the podium is supported by extra column on east and south side of the building. Spider fixings are used to enclosed the podium area, while the envelop of podium is supported by top hung mullion, welcoming the pedestrian to walk around the space between street and enclosed podium area. The floor plate structure of Gâteau Tower adopts the composite structural steel decking. Bondek, steel deckings allow higher speed and more efficient construction process. The composite floor decking structure requires less handling requirement while providing good fire resistance for Gâteau Tower. Due to the intensity of wind load on top of Gâteau Tower, few strategies are provided. Firstly, the overall floor plate lessen and the size of the building gets smaller to allow lesser area in contact with the wind. Secondly, the outrigger system above the hotel restrict the displacement of the core and redistribute axial loads to the columns of perimeter frame. The structure of Gâteau Tower can be described as a bunch of different length of pens and pencils (core and floor plates) that are tied together with rubber band (outrigger system). The rubber band connects and provides grip to the tops of the shorter pencils with the longer pens.

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Marfella Author

1.3 FAÇADE CONCEPT

1 1.3

Yiwei Zhou

NORTH ELEVATION NOT TO SCALE

The building envelope of Gâteau Tower is an energy-efficient design comprised of a unitised curtain wall in the form of a doubled facade system. The doubleskinned facade allows air circulation within the intermediate cavity and the motorised design improves the sustainable usage of the building by achieving higher thermal efficiency, improved natural ventilation, decreased energy consumption and increased overall occupant comfort level in a high-rise setting. PASSIVE DESIGN Natural Ventilation The double facade system allows air within the cavity to effectively regulate itself and allows the inhabitant access to airflow through operable windows. Excessive heat is extracted through convection currents and this process known as the stack effect carries the heat upwards and is expelled to the exterior through the top venting systems. Thermal Strategy The double-facade system improves thermal efficiency. The air cavity directly acts as the first line of defence against solar radiation. This intermediate buffer zone captures the initial solar radiation and expels heated air through stack ventilation. The intention is to enhance the use of the perimeter zone in an office setting that is typically uncomfortable from heat and excessive daylight exposure.

2 1.3

Student ID

993175

WEST ELEVATION NOT TO SCALE

The control of solar heat gain is also acquired through the use of motorised shading devices attached to the outriggers in the cavity. Different shading devices are used based on the orientation and geolocation of the tower. In Victoria, the highest summer heat gain is obtained through western-facing openings. Motorised vertical louvres are used as external shading devices blocking more than 80% of summer solar radiation. In north-facing openings, motorised horizontal louvres are embraced, to reduce summer heat gain to an acceptable range. ACTIVE DESIGN A series of photovoltaic cells are used as louvre cladding to achieve both visual appeals and induce the production of renewable and sustainable energy. These panels are located on the north-oriented horizontal louvres of the high-rise portion of the tower. The colour of the panel glass is carefully chosen to match the colour of the louvres and generate substantial amounts of solar energy for the use of the tower. With the stepping-back design of the Gâteau Tower, high-rise terraces are incorporated into the hotel sky lobby floor. The rooftop planter boxes retain rainwater and moderate temperature with the increase of green spaces.

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Marfella

PART 2 GENERAL ARRANGEMENT DRAWINGS

SON HOL NIC

E ST

ROB

LA T

R ST

LISS ANG AFE LIAM TE OF T IL W ITU INST ALE

NSD

O LT L

DA S N O

LE T T I L

RE T S E

ALE

NSD

O LT L

REA

VICE SER EA AR

DIU

STA

RAC

IN T

TRA

E ST

ROB

LA T

S LIC

VIEW

ST KING ST E DAL ONS

ISE HR HIG DINGS L BUI AFF GST FLA DEN GAR CBD

71,4

R ST

Y OBB L E IC OFF ETAIL R

NCE

M DIU STA L E V MAR CKS TRA N I A RRA TR - YA K C E DO R NTR RIVE ING CE P P SHO

CAP

95,0

SPE

NDS

& LA

TE WES

E PAC

LE S

SDA

LON

VIEW

PUB

R ST

NCE

SPE

TE EAS

4 Y 28,3 LOBB MON COM

VEL MAR

E LAN AN RIM MER

OR FLO ND RANCE U O GR L ENT E HOT 40 12,7

DRO

16,1

L SDA

LO E L T

LIT

FF A

P-O

RE T S E

ET TRE GS KIN

EW N VI

THE NOR

M DIU - ME LOW RISE DINGS BUIL AFF GST FLA DEN GAR

LA NER WAR

NCE

SPE

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Marfella

FFL

920

REE

13,0 ALE

NSD

O LT L

T FFL

920 U AXIM

K LIN

BAC

ET MS

49,8

IN RY L BOU

NDA

7,50

T E E TR

64,0

ENT

PIN HOP

S E L DA

14,2

S N O L

RN THE SOU S S CRO ION STAT

E ROS LA

VIEW

11,630

1 A 1.1

LON

THE

36,000 12,740

LE S

SDA

SOU ISE HR HIG DINGS L BUI RN THE SOU TATION SS S CKS CRO TRA N I A ANK TR TH B SOU

R ST

NCE

SPE

SITE PLAN SCALE 1:500 @ A1

10M

Site Boundary Max. Tower Setback Line

SITE LONSDALE ST SPENCER OUTLET CENTRE TRAIN TRACKS

3 A 1.1

WIDE SITE PLAN SCALE 1:10,000 @ A1

250M

15 1,535 3,070

Office Lobby & Retail

Vehicular Direction Bus Route

SOUTH

Required Setback: 5m

Maximum Setback:13.03m

Bus Stop

Actual Setback: 16.1m

Actual Setback: 25.85m

Tram Route

EAST

WEST

Maximum Setback: 13.03m

Required Setback:5m

Actual Setback: 13.03m

Tram Stop View from Tower

R SUN

9AM SOUTHWEST/ WEST >20KM/H

9AM NORTH >40KM/H

3PM NORTH >40KM/H

TOWER SETBACK PER NATIONAL REQUIREMENT. ALSO REDUCES TRAFFIC NOISE FROM MAJOR ROADS

13.66m

2,260

1,535

Vehicular Circulation

3PM SOUTH 20-30KM/H

30m

18.4m

FLOOR PLATE IS SIZED TO ACCOMMODATE PROGRAMMING

LOW-RISE LIFTS

Service Area

OFFICE

.68

2,260

HOTEL SKY LOBBY OUTDOOR TERRACE

28,340

DISABLED TOILET

MEDIUM-RISE LIFTS

Hotel Lobby

SUMME

MALE TOILETS

Core

Pedestrian Circulation

500M

HOTEL

30m

FEMALE TOILETS

Vegetation

NORTH

SETBACKS

MARVEL STADIUM

SERVICE LIFTS LOBBY

9.25m

18m

1,680

PROGRAMME

Common Lobby

Medium-Rise Floor

PROPOSED

11,630

LT LONSDALE ST

Pedestrian Crossing

Landscape

Ground Floor Boundary

A RIM

PROGRAMME

A RIM

SUN PATH

A RIM

WIND ROSE

NLA: 1,657.5 m2 Efficiency: 82%

Site Area: 6080 m2

FAR 15 = 6080 X 15

MODULE

Width 36m =30 Modules Depth 52.8m =44 Modules

EST. People: NLA/100=150 People

TOTAL PROPOSED GFA: 84,137.8 m2

DESIGN DEVELOPMENT REPORT

MEDIUM-RISE LIFTS LOW-RISE LIFTS VOIDS/ SERVICES

MALE TOILET

TOTAL ALLOWABLE GFA (FAR 15): 91,200 m2

ABPL90118 Applied Architectural Technology Final Submission

CORE

STREAM FROM FIRE HOSE

GFA: 2,018.5 m2 CORE: 361 m2 Leasing Depth: 1200m

MODULE 1200*1200

HOTEL LIFTS

FIRE HOSE TO FURTHEST CORNERS

10M

EST. Male: 75 No. of Basins: 3 No. of Urinals: 3 No. of Closet Pans: 4

LONSDALE ST

TYPICAL LOWRISE FLOOR CALCULATIONS

FIRE ESCAPE ROUTE

GOODS LIFTS

AMENITIES/ TOILETS

POINT OF EGRESS

FIRE HOSE REEL

POINT OF CHOICE

FIRE HOSE REEL CABINETs

FEMALE TOILET

EST. FEMALE: 75 No. of Basins: 3 No. of Urinals: 0 No. of Closet Pans: 6

Shared Disabled Toilet: 1

4 A 1.1

SITE CONTEXT AND SUN DIAGRAMS SCALE 1:2,000 @ A1

Team Member

993175

1284034

699123

Yiwei Zhou

Jia Wei Ng

LT LONSDALE ST

TYPICAL LOW-RISE PLAN WITH FIRE ESCPAE REQUIREMENTS SCALE 1:200 @ A1 FURTHEST POINT FROM CORE

EGRESS

2 A 1.1

m 17

11,630

51,600

Tree

EXISTING

FLAGSTAFF GARDENS

20M

Ruby Mazzocco

0 Tutor

Carlos Lara Due Date

17 June 2022

Tutorial Number

Group Number

A1.1

SITE PLAN & MASSING CONCEPT

GÂTEAU TOWER CNR LONSDALE ST & MERRIMAN LN

50M

100M

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Marfella

4 A1.2

49,800 48,000 6,000

6,000

SINGLE

6,000

SINGLE

4,800

STORE SINGLE DOUBLE

4,800

DOUBLE

TRIPLE

DOUBLE

2,400

4,800

LOUGE/WAITING

DOUBLE

4,800

SINGLE

4,800

4,800 C

SINGLE

41,100 37,800 4,800 4,800

4,800

MEDIUM-RISE OFFICE PLAN 0

HIGH-RISE HOTEL PLAN 1:200 @ A1

10M

A1.2

4,800

1:200 @ A1

10M

HIGH-RISE HOTEL PLAN SCALE 1:500 @ A1

10M

20M

HIGH-RISE HOTEL DETAILS

GFA NLA TOTAL NO. OF FLOORS FLOOR TO FLOOR HEIGHT TOTAL SECTION HEIGHT TOTAL GFA TOTAL NLA

4,800

69,600

71,400

4,800

6,600

39,300 36,000 6,000 6,000

4,800

1,496.8 m2 1,347.8 m2 14 + SKY LOBBY + AMENITIES = 16 3,600mm 3,600 x 14 + 6,600 + 6,600 = 63,600 23,948.8 m2 21,564.8 m2

4,800

I 1

6,000

39,300 36,000 6,000 6,000

6,000

6,000 A

6,600

SINGLE

4,800

SINGLE

9,000

48,300 45,000 4,800 4,800

4,800

STORE SINGLE DOUBLE

LOUGE/WAITING

LOW-RISE OFFICE PLAN

4,800

SINGLE

DOUBLE

10M

1:200 @ A1 DOUBLE

TRIPLE

4,800

DOUBLE

9,000

4,800

MEDIUM-RISE OFFICE PLAN

A1.2

GROUND FLOOR PODIUM AND MEZZANINE PLAN 4 GROUND FLOOR PODIUM MEZZANINE PLAN SCALE 1:200 @ A1 A1.2

FFL + 213 720

10M

20M

10M

20M

MID-RISE OFFICE DETAILS

1:200 @ A1

10M

1:200 @ A1

10M

1,769 m2 1,549 m2 87.5% 12 4,000mm 4,000 x 12 = 48 m 21,228 m2 18,588 m2

BOUNDARY LINE

FFL + 217 200 FFL + 217 200

GFA NLA EFFICIENCY TOTAL NO. OF FLOORS FLOOR TO FLOOR HEIGHT TOTAL SECTION HEIGHT TOTAL GFA TOTAL NLA SETBACK LINE

SETBACK LINE

BOUNDARY LINE

MID-RISE OFFICE PLAN SCALE 1:500 @ A1

A1.2

HIGH-RISE HOTEL PLAN 1:200 @ A1

10M

FFL + 206 520 FFL + 202 920

FFL + 199 320

FFL + 195 720

FFL + 192 120

FFL + 188 520

FFL + 184 920

FFL + 163 920

5 4

FFL + 156 720

FFL + 153 120

FFL + 149 520

FFL + 130 920

FFL + 126 920

FFL + 122 920

FFL + 118 920

FFL + 110 920

FFL + 102 920

6,000

4,800

FFL + 98 920

FFL + 94 920

FFL + 90 920

6,600

FFL + 86 920

FFL + 78 920 12

FFL + 74 920

FFL + 70 920

FFL + 66 920

LOW-RISE OFFICE PLAN

FFL + 62 920

FFL + 58 920

FFL + 54 920

FFL + 50 920

A1.2

FFL + 46 920

1:200 @ A1

10M

LOW-RISE OFFICE PLAN SCALE 1:500 @ A1

FFL + 42 920

FFL + 38 920

LOW-RISE OFFICE DETAILS

FFL + 34 920

FFL + 30 920

LONSDALE STREET

LITTLE LONSDALE STREET

PODIUM

LIFT AND CORE SECTION SCALE 1:1000 @ A1

25M

10M

1:200 @ A1

2,018.5 m2 1,657.5 m2 82% 12 4,000mm 4,000 x 12 = 48 m 24,222 m2 19,890 m2

50M

Team Member

993175

1284034

699123

Jia Wei Ng

FFL + 2 920

Team Member

Yiwei Zhou

GFA NLA EFFICIENCY TOTAL NO. OF FLOORS FLOOR TO FLOOR HEIGHT TOTAL SECTION HEIGHT TOTAL GFA TOTAL NLA

GROUND FLOOR PODIUM MEZZANINE PLAN

MECHANICAL FLOOR

FFL + 22 920

DESIGN DEVELOPMENT REPORT

4,800

FFL + 106 920

ABPL90118 Applied Architectural Technology Final Submission

4,800

FFL + 114 920

A1.2

6,000

39,300 36,000 6,000 6,000

54,900 51,600 4,800 4,800

FFL + 134 920

6,600

FFL + 142 920

FFL + 0

4,800

FFL + 160 320

4,800

FFL + 167 520

4,800

FFL + 171 120

6,000

FFL + 178 320 FFL + 174 720

Ruby Mazzocco

Tutor

Carlos Lara Due Date

17 June 2022

Tutorial Number

Group Number

A1.2

ARCHITECTURAL PLANS

GÂTEAU TOWER CNR LONSDALE ST & MERRIMAN LN

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Marfella

SPANDEK AND 150MM SLAB

LEVEL 46 ROOF TOP BAR

FFL + 213 720

LEVEL 45 MECHANICAL FLOOR

FFL + 206 520

INTERNAL VISION PANEL

BOUNDARY LINE

FFL + 217 200

SETBACK LINE

FFL + 217 200

SETBACK LINE

BOUNDARY LINE

SPANDREL PANEL

OPERABLE WINDOW

MOTORISED HORIZONTAL LOUVRES

FFL + 202 920

FFL + 199 320

FFL + 195 720

FFL + 192 120

FFL + 188 520

LEVELS 39-44 HOTEL X 6 FLOORS

FFL + 184 920

LEVEL 38 HOTEL AMENITIES

FFL + 178 320

OUTRIGGER

STRUCTURAL CHS

FFL + 174 720

FFL + 171 120

FFL + 167 520

FFL + 163 920

FFL + 160 320

FFL + 156 720

FFL + 153 120

LEVELS 30-37 HOTEL X 8 FLOORS

FFL + 149 520

LEVEL 29 HOTEL SKY LOBBY

FFL + 142 920

LEVEL 28 MECHANICAL FLOOR

FFL + 134 920

A 3.2

BONDEK AND 150MM SLAB SPANDREL PANEL

MEGA COLUMN

FFL + 126 920

FFL + 118 920

FFL + 114 920

FFL + 110 920

FFL + 102 920

FFL + 98 920

FFL + 90 920

FFL + 78 920

FFL + 62 920

FFL + 58 920

BALUSTRADE

FFL + 54 920

FFL + 50 920

OUTDOOR TERRACE

FFL + 46 920

FFL + 42 920

PLANTER BOX

FFL + 38 920

FFL + 22 920

2 1

FFL + 30 920 MECHANICAL FLOOR

A 3.2

LEVEL 1 MEZZANINE

FFL + 0

SKY LOBBY SOUTH FAÇADE SECTION SCALE 1:50 @ A1

FFL + 66 920

LEVEL 2 MECHANICAL FLOOR

A 3.2

FFL + 70 920

LEVELS 3-14 LOW-RISE OFFICE X 12 FLOORS

FFL + 74 920

FFL + 34 920

RAISED FLOOR SYSTEM

FFL + 94 920

LEVEL 15 MECHANICAL FLOOR

OUTDOOR TERRACE

FFL + 106 920

FFL + 86 920

VISION PANEL

FFL + 122 920

LEVELS 16-27 MID-RISE OFFICE X 12 FLOORS

STRUCTURAL CHS

FFL + 130 920

LEVEL GF PODIUM

TYPICAL HOTEL NORTH FAÇADE SECTION SCALE 1:50 @ A1

LONSDALE STREET

LITTLE LONSDALE STREET

PODIUM

SKY LOBBY TERRACE SECTION SCALE 1:50 @ A1 0

FFL + 2 920

OPERABLE WINDOW

FULL TOWER SECTION SCALE 1:500 @ A1

A1.3

10M

1800X900MM MEGA COLUMN

20M

RAISED FLOOR SYSTEM SPANDREL PANEL 1 2

EXTERNAL VISION PANEL 3

10M

GROUND FLOOR PODIUM MEZZANINE PLAN

VERTICAL LOUVRES

1 A1.3

INTERNAL VISION PANEL

1:200 @ A1

1 A1.3

OUTRIGGER CONNECTION

BONDEK AND 150MM CONCRETE SLAB 7 8

EXTERNAL STACK JOINT

10M

REFERENCE PLAN SCALE 1:500

A1.3

20M

A 3.2

TYPICAL OFFICE WEST FAÇADE SECTION SCALE 1:50 @ A1

1 2

LOW-RISE OFFICE PLAN

1284034

Team Member

Ruby Mazzocco 699123

Tutor

Carlos Lara Due Date

17 June 2022 5

993175

Jia Wei Ng

Team Member

Yiwei Zhou

1:200 @ A1

DESIGN DEVELOPMENT REPORT

Team Member

10M

ABPL90118 Applied Architectural Technology Final Submission

Tutorial Number

Group Number

A1.3

SECTIONS

GÂTEAU TOWER CNR LONSDALE ST & MERRIMAN LN

6 7

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Marfella

2 A 2.1

MID-RISE LIFTS GF, LEVEL 16 - 28

1 A 2.1

LOW-RISE LIFTS BASEMENT - LEVEL 15

7 A 2.1

PODIUM FFL 22,920

10 A 2.1

MECHANICAL OUTRIGGER FLOOR 01 FFL 86,920

13 A 2.1

HOTEL SKY LOBBY FFL 149,520

8 A 2.1

MECHANICAL OUTRIGGER FLOOR 01 FFL 30,920

11 A 2.1

MID-RISE OFFICE FLOORS X 12 FFL 134,920

14 A 2.1

HIGH-RISE HOTEL FLOORS X 14 FFL 206, 520

9 A 2.1

LOW-RISE OFFICE FLOORS X 12 FFL 78,920

12 A 2.1

MECHANICAL OUTRIGGER FLOOR 03 FFL 142,920

15 A 2.1

MECHANICAL OUTRIGGER FLOOR 04 + ROOFTOP BAR FFL 217, 200

ABPL90118 Applied Architectural Technology Final Submission

DESIGN DEVELOPMENT REPORT

3 A 2.1

HIGH-RISE LIFTS 1 GF, SKY LOBBY, LEVEL 30 - 46

Team Member

993175

1284034

699123

Yiwei Zhou

Jia Wei Ng

Ruby Mazzocco

4 A 2.1

FIRE STAIRS BASEMENT - LEVEL 46

Tutor

Carlos Lara Due Date

17 June 2022

GOODS LIFTS 1- BASEMENT - LEVEL 28 2 - BASEMENT - LEVEL 46

5 A 2.1

Tutorial Number

Group Number

6 A 2.1

A2.1

HIGH-RISE LIFTS 2 LEVEL 29 - 46

LIFT DIAGRAMS & 3D MODELLING

GÂTEAU TOWER CNR LONSDALE ST & MERRIMAN LN

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Marfella 1

6,000

SL1

4,800 4,800 4,800 5

4,800

SL1

6,600

SL1 B1

SL1

EB1

EB1 C2

EB1

SL1

A2.2

EB1

10M

EB1 C2

LOW-RISE OFFICE STRUCTURAL PLAN SCALE 1:200 @ OFFICE A1 OFFICE LOW-RISE LOW-RISE STRUCTURAL STRUCTURAL PLANPLAN 1

EB1

0 1:200 @1:200 A1 @ A1 5

SL1

C1 SL1

9,000

EB1

SL1

6,600

4,800

SL1

EB1

L E

6,000

51,600

4,800

4,800 4,800

6,000

6,600

SL1

4,800

69,600

71,400 J

4,800

54,900

36,000

4,800

48,000 6,000

SL1

39,300

SL1

49,800

6,600

10M

39,300 9,000

36,000 F

C3 A

1:200 @1:200 A1 4 @ A1

10M

6,000

SL1 B1

SL1

EB1

4,800 4,800 4,800

4,800

J GROUND

4,800

SL1 B2

10M

4,800

MEDIUM-RISE OFFICE STRUCTURAL PLAN 4,800

SL1 0

10M

EB1

SL1

B1 1:200 @ A1

C2 EB1

MID-RISE OFFICE STRUCTURAL PLAN SCALE 1:200 @ A1

ABPL90118 Applied Architectural Technology Final Submission MEDIUM-RISE

DESIGN DEVELOPMENT REPORT 0

Team Member

Yiwei Zhou OFFICE

STRUCTURAL PLAN

993175

Team Member

10M

Jia Wei Ng

1284034 1:200 @ A1

EB1

10M Team Member

Ruby Mazzocco 699123

INTERCOLUMN INTERCOLUMN

SIZE

Column MegaEmbedded Column Embedded in Concretein Concrete C1Steel MegaSteel

1800 x 900MM 1800 x 900MM

C2 Steel Column Steel- CHS Column - CHS

508.0 x 12.7MM 508.0 x 12.7MM

C3Steel Column SteelEmbedded Column Embedded in Concretein Concrete

1000 x 1000MM 1000 x 1000MM

Grid Lines A-K: Grid 12 Lines x module A-K: 12centres x module centres Grid Lines 1-7: Grid10 Lines x module 1-7: 10centres x module centres

SL1

- Universal Beam - Beam Universal Beam B2Steel BeamSteel

SL1

530 UB 82 530 UB 82 W209 x D528mm W209 x D528mm

SL1 B1

Steel BeamSteel - Welded BeamBeam - Welded Beam EB1

700 WB 150700 WB 150 W250 x D710mm W250 x D710mm

OB1

Cantilevered Cantilevered Beam Beam OB1

300mm PFC300mm (Tapered) PFC (Tapered) W90 x D300mm W90 x D300mm

SL1

BONDEK®BONDEK® structural steel structural decking steel1mm decking thick 1mm thick SL1 continuously continuously supported supported

Grid Lines A-K: Grid 2Lines x module A-K: 2centres x module centres Grid Lines 3-5: Grid2.5 Lines x module 3-5: x module centres B22.5centres

EB1

*1200mm *1200mm module across module allacross structural all structural systems systems

LOW-RISE OFFICE STRUCTURAL PLAN 0

EB1 1:200 @ A1

10M

SL1

SL1 B2

EB1

A2.2

HIGH-RISE HOTEL STRUCTURAL PLAN SCALE 1:200 @ A1

CONSTRUCTION SCHEDULE

EB1

1 x module 1centres x module centres

Width: 3m centred Width: 3m centred Length:2.2mLength:2.2m at 3m centres, 2.4m centres, at 16m2.4m centres at 16m C1at 3m C2centres

EB1

Grid Lines A-B Gridand Lines J-K: A-B 5.5and x module J-K: 5.5centres x module centres Grid Lines B-J: Grid4Lines x module B-J: 4centres x module centres Grid Lines 1-7: Grid6Lines x module 1-7: 6centres x module centres

700 WB 150700 WB 150 W250 x D710mm W250 x D710mm

SL1

C1 C2

SL1

Steel Mega Column Embedded in Concrete

Grid Lines A-K:B2 12 x module centres Grid Lines 1-7: 10 x module centres

Steel Column Embedded in Concrete

1000 x 1000MM

Steel Beam - Welded Beam

700 WB 150 C1 W250 x D710mm

Steel Beam - Universal0 Beam

EB1

Steel Beam - Welded Beam

700 WB 150 W250 x D710mm

OB1

Cantilevered Beam

300mm PFC (Tapered) W90 x D300mm

SL1

BONDEK® structural steel decking 1mm thick continuously supported

Width: 3m centred Length:2.2m at 3m centres, 2.4m at 16m centres

10M

530 UB 82 1:200 @ W209 x D528mm

C2 A1

Tutorial Number

Carlos Lara Due Date

Group Number

HIGH-RISE HOTEL STRUCTURAL PLAN

17 June 2022

10M

A2.2

EB1

Grid Lines A-K: 2 x module centres Grid Lines 3-5: 2.5 x module centres

1 x module centres

*1200mm module across all structural systems

Tutor

Grid Lines A-B and J-K: 5.5 x module centres Grid Lines B-J: 4 x module centres Grid Lines 1-7: 6 x module centres

508.0 x 12.7MM

HIGH-RISE HOTEL STRUCTURAL EB1 PLAN

EB1 10M

INTERCOLUMN

1800 x 900MM

Steel Column - CHS

SL1

SIZE

PLAN VIEW

NAME

J G

6,000

EB1

5 SIZE

EB1

C2 C1

NAME

- Welded BeamBeam - Welded Beam B1Steel BeamSteel

EB1@ A1 1:200

FLOOR PODIUM AND MEZZANINE STRUCTURAL PLAN

G 0

EB1

SL1

A2.2

45,000

48,300 I

D H

NAME

PLAN VIEW PLAN VIEW

C G

E K

J D

EB1

CONSTRUCTION CONSTRUCTION SCHEDULE 1 SCHEDULE 2

I C

SL1

SL1 6,600

6,000

36,000

4,800

210M

4,800

H B

4,800

0 1

39,300

10M

4,800

A2.2

6,000

SL1

6,600

SL1

SL1 MEZZANINE STRUCTURAL PLAN GROUND FLOOR PODIUM AND SCALE 1:200 @FLOOR A1PODIUM GROUND GROUND FLOOR PODIUM AND MEZZANINE AND MEZZANINE STRUCTURAL STRUCTURAL PLANPLAN

6,000

A G

4,800

6,000

2,400

6,000

41,100

6,000

37,800

STRUCTURAL PLANS

GÂTEAU TOWER CNR LONSDALE ST & MERRIMAN LN 1:200 @ A1

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Marfella

REINFORCED CONCRETE CORE HIGH-RISE WALL THICKNESS: 300MM

REINFORCED CONCRETE CORE MID-RISE WALL THICKNESS: 450MM

REINFORCED CONCRETE CORE LOW-RISE WALL THICKNESS: 600MM

2 A 2.3

CORE NOT TO SCALE

7 A 2.3

MID-RISE OFFICE NOT TO SCALE

8 A 2.3

MECHANICAL FLOOR NOT TO SCALE

9 A 2.3

SKY LOBBY NOT TO SCALE

10 A 2.3

HIGH-RISE HOTEL NOT TO SCALE

11 A 2.3

MECHANICAL FLOOR AND ROOF NOT TO SCALE

PRIMARY AND EDGE BEAMS EXTEND OUT FROM LOW-RISE STRUCUTRAL PLAN 1000X1000MM STEEL COLUMNS CAST IN CONCRETE 3 A 2.3

PODIUM NOT TO SCALE

MECHANICAL OUTRIGGER FLOOR TO STRUCTURAL ENGINEER’S DETAIL

4 A 2.3

MECHANICAL FLOOR NOT TO SCALE

530 UB 82 SECONDARY BEAMS 700 WB 150 EDGE AND PRIMARY BEAMS

1800X900MM STEEL MEGA COLUMN CAST IN CONCRETE

5 A 2.3

LOW-RISE OFFICE NOT TO SCALE

MECHANICAL OUTRIGGER FLOOR TO STRUCTURAL ENGINEER’S DETAIL

A 2.3

FULL TOWER STRUCTURE NOT TO SCALE

6 A 2.3

ABPL90118 Applied Architectural Technology Final Submission

DESIGN DEVELOPMENT REPORT

Team Member

993175

1284034

699123

Yiwei Zhou

Jia Wei Ng

Ruby Mazzocco

MECHANICAL FLOOR NOT TO SCALE

Tutor

Carlos Lara Due Date

17 June 2022

Tutorial Number

Group Number

A2.3

STRUCTURAL CONCEPT DIAGRAMS & 3D MODELLING

GÂTEAU TOWER CNR LONSDALE ST & MERRIMAN LN

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Marfella

ROOFTOP BAR MECHANICAL FLOOR

HIGH-RISE HOTEL FLOORS X7

AMENITIES

HIGH-RISE HOTEL FLOORS X7

HOTEL SKY LOBBY LIFT & MECHANICAL FLOOR

MID-RISE OFFICE FLOORS X 12

LIFT & MECHANICAL FLOOR

LOW-RISE OFFICE FLOORS X 12

LIFT & MECHANICAL FLOOR

PODIUM

A 3.1

COMPONENT

SOUTH ELEVATION SCALE 1:500 @ A1

DETAIL

COLOUR

FINISH

Gradient: Transparent to White

Fritted

10M

20M

A 3.1

WEST ELEVATION SCALE 1:500 @ A1

10M

20M

PODIUM & HOTEL SKY LOBBY STRUCTURAL GLASS FAÇADE SYSTEM WITH CABLE NETS Vision Panel

Tempered 10+12+10mm Double Glazed with 50mm diameter node Cable Net System

OFFICE & HOTEL WEST ELEVATION DOUBLE SKIN CURTAIN WALL SYSTEM WITH VERTICAL OPERABLE INTERNAL LOUVRES Internal Vision Panel and Operable Window

Viridian PerformaTech 10+12+6mm Double Glazing with Low-E Coating

Clear

Reflective

Spandrel Glazing

Dual Seal 10mm Toughened Glass

Charcoal Colourback

Reflective

External Vision Panel

10mm AGG Insulglass LowE Prime®

Clear

Reflective

External Photovoltaic Panel

Metsolar Solar Glass 176 Wp/m2

Blue

Reflective

Vertical Aluminium Louvre

3750x400x50mm perforated louvres

White

Matte

Mullion

50mm Aluminium Mullion

RAL-9003 Signal White

Matte

Aluminium Frame

Reynaers Aluminium CW60 Structurally Glazed

RAL-9003 Signal White

Matte

OFFICE & HOTEL NORTH ELEVATION DOUBLE SKIN CURTAIN WALL SYSTEM WITH HORIZONTAL OPERABLE INTERNAL LOUVRES Internal Vision Panel and Operable Window

Viridian PerformaTech 10+12+6mm Double Glazing with Low-E Coating

Clear

Reflective

Spandrel Glazing

Dual Seal 10mm Toughened Glass

Charcoal Colourback

Reflective

External Vision Panel

10mm AGG Insulglass LowE Prime®

Clear, Toughened

Reflective

External Photovoltaic Panel

Metsolar Solar Glass 176 Wp/m2

Blue

Reflective

Horizontal Aluminium Louvre

1045x400x50mm perforated louvres

White

Matte

Mullion

50mm Aluminium Mullion

RAL-9003 Signal White

Matte

Aluminium Frame

Reynaers Aluminium CW60 Structurally Glazed

RAL-9003 Signal White

Matte

GSW BUILDING, BERLIN - VERTICAL LOUVRES https://www.sauerbruchhutton.de/en/project/gsw

OFFICE & HOTEL SOUTH & EAST ELEVATION DOUBLE SKIN CURTAIN WALL WITH VENETIAN BLIND SYSTEM Internal Vision Panel

Viridian PerformaTech 10+12+6mm Double Glazing with Low-E Coating

Clear

Reflective

Spandrel Glazing

Dual Seal 10mm Toughened Colourback Spandrel Glass

Charcoal

Reflective

External Vision Panel

10mm AGG Insulglass LowE Prime®

Clear

Reflective

External Photovoltaic Panel

Metsolar Solar Glass 176 Wp/m2

Blue

Reflective

Mullion

50mm Aluminium Mullion

RAL-9003 Signal White

Matte

Aluminium Frame

Reynaers Aluminium CW60 Structurally Glazed

RAL-9003 Signal White

Matte

Venetian Blind

1100mm split control external venetian blind

White Poplar Plantation Wood

Matte/Textured

#562 Phantom Grey

Matte

MECHANICAL FLOORS DOUBLE SKIN CURTAIN WALL WITH VENETIAN BLIND SYSTEM Storm Resistant Louvres

RSH-5700 Storm Resistant Louvres

A 3.1

SOUTH ELEVATION SCALE 1:1000 @ A1

A 3.1

WEST ELEVATION SCALE 1:1000 @ A1

10M

20M

GSW BUILDING, BERLIN - VERTICAL LOUVRES https://en.wikiarquitectura.com/building/gsw-headquarters/

MATERIAL SCHEDULE FAÇADE COMPONENTS RAL COLOURS: https://www.ralcolor.com/

REYNAERS ALUMINIUM: https://www.reynaers.com.au/en-AU/architects/products/curtain-walls

ABPL90118 Applied Architectural Technology Final Submission

DESIGN DEVELOPMENT REPORT

Team Member

993175

1284034

699123

Yiwei Zhou

Jia Wei Ng

Ruby Mazzocco

Tutor

Carlos Lara Due Date

17 June 2022

Tutorial Number

Group Number

A3.1

ELEVATIONS

GÂTEAU TOWER CNR LONSDALE ST & MERRIMAN LN

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Marfella

INTERNAL WINDOW FRAME

2400MM

50% OPEN VERTICAL LOUVRES

PHOTOVOLTAIC GLASS

1200MM

100% OPEN VERTICAL LOUVRES

VISION PANEL

2400MM

EXTERNAL ALUMINIUM FRAME

1200MM

CLOSED VERTICAL LOUVRES

2400MM

LOW-E COATED FAÇADE GLASS

1200MM

A 3.2

SPANDREL

TYPICAL HOTEL NORTH FAÇADE SCALE 1:50 @ A1

A 3.2

TYPICAL HOTEL WEST FAÇADE SCALE 1:50 @ A1

TYPICAL HOTEL SOUTH FAÇADE SCALE 1:50 @ A1

HOTEL SKY LOBBY SOUTH FAÇADE SCALE 1:50 @ A1

A 3.2

1200MM

DOUBLE GLAZED VISION PANEL

1600MM

STAINLESS STEEL MULLION VISION PANEL LOW-E COATED

STAINLESS STEEL FRAME, TEMPERED GLASS AUTOMATIC SLIDING DOORS

3750MM

LAMINATED GLASS WIND SCREEN

ALUMINIUM COMPOSITE PANEL CLADDING

1250MM

A 3.2

HOTEL SKY LOBBY NORTH FAÇADE SCALE 1:50 @ A1

A 3.2

HOTEL SKY LOBBY WEST FAÇADE SCALE 1:50 @ A1

A 3.2

1200MM

2800MM VENETIAN BLINDS

1200MM

EXTERNAL ALUMINIUM FRAME

2800MM EXTERNAL VISION PANEL

1200MM

INTERNAL WINDOW FRAME

2800MM

INTERNAL SKIN SPANDREL

1200MM

A 3.2

TYPICAL OFFICE NORTH FAÇADE SCALE 1:50 @ A1

A 3.2

HOTEL SKY LOBBY TYPICAL OFFICE SCALE 1:50 @ A1

A 3.2

TYPICAL OFFICE SOUTH FAÇADE SCALE 1:50 @ A1 0

ABPL90118 Applied Architectural Technology Final Submission

DESIGN DEVELOPMENT REPORT

Team Member

993175

1284034

699123

Yiwei Zhou

Jia Wei Ng

Ruby Mazzocco

Tutor

Carlos Lara Due Date

17 June 2022

Tutorial Number

Group Number

A3.2

ENLARGED SECTIONS AND ELEVATIONS

GÂTEAU TOWER CNR LONSDALE ST & MERRIMAN LN

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Marfella

ROOF ELEVATION NOT TO SCALE

VIEW OF TOWER FROM WITHIN PODIUM NOT TO SCALE

A 3.3

NORTH WEST ISOMETRIC NOT TO SCALE

WEST FAÇADE FROM PODIUM NOT TO SCALE

A 3.3

LTL LONSDALE ST HOTEL LOBBY ENTRANCE NOT TO SCALE

LONSDALE ST LOBBY ENTRANCE NOT TO SCALE

A 3.3

SOUTH EAST ISOMETRIC NOT TO SCALE

ABPL90118 Applied Architectural Technology Final Submission

DESIGN DEVELOPMENT REPORT

A 3.3

Team Member

993175

1284034

699123

Yiwei Zhou

Jia Wei Ng

Ruby Mazzocco

A 3.3

Tutor

Carlos Lara Due Date

17 June 2022

Tutorial Number

Group Number

A3.3

FAÇADE CONCEPT DIAGRAMS & 3D MODELLING

GÂTEAU TOWER CNR LONSDALE ST & MERRIMAN LN

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Marfella

PART 3 DETAILED DESIGN DRAWINGS

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Marfella 3

A4.2

2 A4.1

222MM

LOUVRE SPIGOTS

300MM

OPERABLE WINDOW INTERNAL

LOUVRE SPIGOTS 300MM MAXI-DRIVE LOUVRETEC LOUVRES (CLOSED) PIVOTING INTERNAL WINDOW

300MM MAXI-DRIVE LOUVRETEC LOUVRES (CLOSED) MEGA COLUMN BEHIND 1800MM INTERNAL VISION PANEL

300MM MAXI-DRIVE LOUVRETEC LOUVRES (OPEN)

LOW RISE OFFICE LEVEL SIX 300MM MAXI-DRIVE LOUVRETEC LOUVRES (ANGLED)

2278MM

2778MM

EXTERNAL VISION PANEL

FULL HEIGHT (4000M) EXTERNAL VISION PANEL

A4.2 OFFICE CARPET, CHARCOAL ALUMINIUM KICKER, BLACK TRANSOM

INNER SKIN TRANSOM

FFL 51,987

153MM

SPANDREL PANEL

150MM

SPANDREL INSULATION SECURING CLIPS

1200MM

INNER SKIN SPANDREL PANEL

OUTRIGGER BEAM TAPERED 300PFC MOTORISED LOUVRE

917MM

LOUVRE SPIGOT CONNECTED TO MOTOR BOX CONNECTION PLATE EXTERNAL STACK JOINT

STACK JOINT

GRIDMESH GRATING WELDED TO RHS BEHIND RHS CONNECTING INNER AND OUTER FACADE SKINS SPIGOT SECURED IN MOTOR BOX ABOVE PELMET WITH CONCEALED ROLLER BLIND

A4.2

CEILING INSULATION LOW RISE OFFICE LEVEL FIVE

3750MM

2778MM

4000MM

TILED RAISED FLOOR SYSTEM CURTAIN WALL BRACKET

FFL 47,987

FIRE STOP

153MM

CHANNEL PRECAST IN SLAB

150MM

150MM EQUAL ANGLE TO SECURE SLAB EDGE BONDEK LYSAGHT 1MM ALUMINIUM DECKING SUPPORTING 150MM REINFORCED CONCRETE SLAB CEILING INSULATION

2 A4.1

A4.1

DOUBLE SKIN FAÇADE (WEST) PARTIAL ELEVATION SCALE 1:20

0.5M

800MM 2

A4.1

1800MM

DOUBLE SKIN FAÇADE (WEST) PARTIAL SECTION SCALE 1:20

0.5M

2 A4.1

KICKER MEGA COLUMN 700WB150 PRECAST IN CONCRETE

INTERNAL MULLION

OFFICE CARPET FLOORING

TOP OF TRANSOM INSIDE INNER SKIN MULLION EXTENSION TO CONNECT LOUVRE SYSTEM AND SECOND SKIN 1200MM GRIDMESH GRATING SCREWED TO RHS

ALUMINIUM KICKER, BLACK

A4.2

TOP OF TRANSOM

300MM MAXI-DRIVE LOUVRETEC LOUVRES

DOUBLE GLAZED INTERNAL VISION PANEL

1200MM RHS CONCEALING MOTOR BOX WELDED TO PERPENDICULAR RHS

2X RHS SCREWED TO MULLION CONNECTING INNER AND OUTER SKINS

1200MM GRIDMESH GRATING SCREWED TO RHS

1200MM RHS CONCEALING MOTOR BOX

CONNECTION PLATE SCREWED TO PERPENDICULAR RHS AND EXTERNAL MULLION

300MM LOUVRE GRIDMESH GRATING EXTERNAL VISION PANEL EXTERNAL MULLION

1200MM

EXTERNAL MULLION

1200MM

EXTERNAL VISION PANEL

2 A4.1

A4.1

DOUBLE SKIN FAÇADE (WEST) PARTIAL PLAN SCALE 1:20

0.5M

1M 4

A4.1

ABPL90118 Applied Architectural Technology Final Submission

DESIGN DEVELOPMENT REPORT

Team Member

993175

1284034

699123

Yiwei Zhou

Jia Wei Ng

Ruby Mazzocco

Tutor

Carlos Lara Due Date

17 June 2022

DOUBLE SKIN FAÇADE ISOMETRIC NOT TO SCALE

Tutorial Number

Group Number

A4.1

TYPICAL OFFICE FAÇADE: GENERAL ARRANGEMENT

GÂTEAU TOWER CNR LONSDALE ST & MERRIMAN LN

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Marfella

MEGA COLUMN 700WB150 PRECAST IN CONCRETE EXTERNAL VISION PANEL

KICKER

INTERNAL VISION PANEL ALUMINIUM KICKER EXTENSION PRESSURE EQUALISED SYSTEM

INTERNAL MULLION

TRANSOM OFFICE CARPET CHARCOAL

TOP OF TRANSOM INSIDE

TILED RAISED FLOOR SYSTEM

INNER SKIN

MULLION

MULLION EXTENSION TO CONNECT LOUVRE SYSTEM AND SECOND SKIN

SPANDREL INSULATION INTERNAL SPANDREL PANEL CURTAIN WALL CONNECTION PLATE BRACKET TO ALLOW FOR POSITION ADJUSTMENT

INSIDE

1200MM GRIDMESH GRATING SCREWED TO RHS 300MM MAXI-DRIVE LOUVRETEC LOUVRES

FIRE STOP PRECAST CHANNEL FOR CURTAIN WALL BRACKET CONNECTION

1200MM RHS CONCEALING MOTOR BOX WELDED TO PERPENDICULAR RHS

150MM EQUAL ANGLE BONDEK LYSAGHT ALUMINIUM DECKING 1MM

1200MM GRIDMESH GRATING SCREWED TO RHS

150MM CONCRETE SLAB

CONNECTION PLATE SCREWED TO PERPENDICULAR RHS AND EXTERNAL MULLION

OUTRIGGER BEAM TAPERED 300PFC BONWEDGE CEILING CLIPS SECURED TO BONDEK DECKING FIN PLATE

EXTERNAL MULLION

EDGE BEAM 700WB150 COATED IN FIREPROOF LAYER

EXTERNAL VISION PANEL OUTSIDE

A4.2

PARTIAL SECTION SCALE 1:5

125MM

250MM

PARTIAL PLAN SCALE 1:5

500M

A4.2

125MM

250MM

500M

MOTOR BOX FOR MECHANICAL LOUVRES ABOVE

300MM MAXI-DRIVE LOUVRETEC LOUVRES (CLOSED) MAGNETIC FRAMING TO ALLOW FOR WINDOW TO PIVOT AND SNAP SHUT 20MM STEEL FRAME SEAL TO PREVENT SEEPAGE SILICON SEALING PIVOTING INTERNAL WINDOW ROTATING JOINT CONNECTED TO MULLIONS EITHER SIDE WINDOW TO BE USED AS NATURAL VENTILATION WHEN LOUVRES ARE CLOSED

EXTERNAL VISION PANEL EXTERNAL MULLION CAP PLATE WELDED TO PERPENDICULAR RHS, SCREWED TO MULLION EXTERNAL STACK JOINT

20MM STEEL FRAME SEAL TO PREVENT SEEPAGE

COG TO TURN LOUVRES MOTOR SLOT FOR LOUVRE SPIGOT BELOW EXTERNAL STACK JOINT GRIDMESH GRATING SCREWED TO PERPENDICULAR RHS 1200MM RHS WELDED TO PERPENDICULAR RHS CONCEALING MOTOR BOX PLATE SCREWED TO MULLION CONNECTING INNER AND OUTER SKINS

300MM LOUVRE SWIVELING WINDOW DOUBLE GLAZED INTERNAL VISION PANEL

A4.2

PARTIAL SECTION SCALE 1:5

COMPONENT

DETAIL

COLOUR

FINISH

OFFICE & HOTEL WEST ELEVATION DOUBLE SKIN CURTAIN WALL SYSTEM WITH VERTICAL OPERABLE INTERNAL LOUVRES

A4.2

PARTIAL SECTION SCALE 1:5

ABPL90118 Applied Architectural Technology Final Submission

DESIGN DEVELOPMENT REPORT

125MM

250MM

Team Member

993175

1284034

699123

Yiwei Zhou

Jia Wei Ng

Ruby Mazzocco

500M

Internal Vision Panel and Operable Window

Viridian PerformaTech 10+12+6mm Double Glazing with Low-E Coating

Clear

Reflective

Spandrel Glazing

Dual Seal 10mm Toughened Glass

Charcoal Colourback

Reflective

External Vision Panel

10mm AGG Insulglass LowE Prime®

Clear

Reflective

Vertical Aluminium Louvre

300mm Maxi-Drive Louvretec Louvres

White

Matte

Mullion

60mm Aluminium Mullion

RAL-9003 Signal White

Matte

Steel mega-column embedded in concrete 1800x900mm Intecolumn 10x module

Concrete

N/A

Primary Steel Beam 700 WB 150

Steel

N/A

EB1

Steel Edge Beam 700 WB 150

Steel

N/A

Steel Decking

BONDEK® structural steel decking 1mm

Silver

N/A

CB1

Tapered 300PFC outrigger beam at 1200mm centres

Steel

N/A

Suspended Ceiling

Rondo Keylock Concealed Suspended Ceiling System

N/A

Insulation

75mm Acoustigard - Acoustic Glasswool

N/A

Tutor

Carlos Lara Due Date

17 June 2022

Tutorial Number

Group Number

A4.2

TYPICAL OFFICE FAÇADE: DETAILS

GÂTEAU TOWER CNR LONSDALE ST & MERRIMAN LN

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Marfella

SKY-LOBBY INDOOR

A1.2

I ISOMETRIC

SKY-LOBBY OUTDOOR TERRACE

A1.1

PLAN - SKY LOBBY SCALE 1:50

WEST VIEW

HOTEL FLOOR DOUBLE GLAZED VISION PANEL STEEL MEGA COLUMN EMBEDDED IN CONCRETE 1800*900MM STAINLESS STEEL MULLION STAINLESS STEEL FRAME WITH TEMPERED GLASS AUTOMATIC SLIDING DOOR

SOUTH VIEW

LAMINATED GLASS WINDSCREEN ALUMINIUM COMPOSITE PANEL CLADDING

SKY LOBBY FLOOR

A1.1

SOUTH ELEVATION - SKY LOBBY SCALE 1:50

A I

H EAST VIEW HOTEL FLOOR

A1.2

STEEL MEGA COLUMN EMBEDDED IN CONCRETE 1800*900MM

SKY-LOBBY OUTDOOR TERRACE

SKY-LOBBY INDOOR

NOT TO SCALE

MATERIAL

MATERIAL NAME

ROUNDED PAINTED BLACK MATTE STEEL COLUMN CHS 508.0*12.7MM

600X600 CHIPBOARD PANELS SUPPORTED BY GALVANIZED STEEL SHEET BELOW

A1.2

SKY LOBBY FLOOR

COLOUR & FINISHES

COMPONENT

CHIPBOARD PANEL

LIGHT BROWN PAINT, TIMBER EMBOSSED

FLOORING (SKY LOBBY)

WOOL CARPET

GREY, SOFT

FLOORING (HOTEL)

ACOUSTIC CEILING PANEL

PERFORATED, BROWN OAK, TIMBER

INDOOR CEILING (SKY LOBBY)

BLACK SPRAY PAINT

BLACK, POWDER COAT

CHS COLUMN, CLADDING

SANDSTONE CLADDING

LIGHT YELLOW -BROWN, ROUGH

PLANTING BOX

TERRACOTTA FLOOR PANELS

GREY, MATT, SLIP RESISTANT

FLOORING

INDOOR - HOTEL SKY LOBBY

DOUBLE GLAZED GLASS CURTAIN WALL

A1.2

PERSPECTIVE - SKY LOBBY

SUSPENDED CEILING WITH LIGHT BROWN OAK TIMBER FINISH

A1.1

OUTDOOR - HOTEL SKY LOBBY

SECTION A-A - SKY LOBBY

MATERIAL SPECIFICATION

SCALE 1:50

SKY LOBBY COMPONENTS

ABPL90118 Applied Architectural Technology Final Submission

Team Member

Yiwei Zhou

Team Member

Jia Wei Ng

Team Member

Ruby Mazzocco

ABPL90118 APPLIED TECHNOLOGY 993175 DESIGN ARCHITECTURAL DEVELOPMENT REPORT

GÂTEAU TOWER BY: STUDIO1284034 BAKER

T01B WEDNESDAY 5:15PM

CORNER OF LONDSDALE ST & MERRIMAN LANE

699123

Tutor

Carlos Lara

MODULE 4: INDIVIDUAL SUBMISSION Due Date - SKY LOBBY 17 June 2022 JIA WEI NG

Tutorial Number

Group Number

A4.3

SKY LOBBY FAÇADE: GENERAL ARRANGEMENT

A1 .1

GÂTEAU TOWER CNR LONSDALE ST & MERRIMAN LN 0

1:50 @ A1

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Marfella

ROUNDED PAINTED BLACK MATTE STEEL COLUMN CHS 508.0*12.7MM STEEL MEGA COLUMN EMBEDDED IN CONCRETE 1800*900MM GREY WOOL CARPET FLOORING

A1.2

HOTEL

SMOKE FLASHING FIRE STOP STEEL SLAB SUPPORT WELDED TO EDGE BEAM

COMPOSITE STEEL DECKING

NON-COMBUSTIBLE ALUMINIUM FOLDED BACK PANEL

UNIVERSAL BEAM WITH FIRE PROTECTED VERMICULITE SPRAY

NON-COMBUSTIBLE THERMAL INSULATION, ROCKWOOL

WELDED STEEL BEAM TO MEGA COLUMN WITH FIRE PROTECTED VERMICULITE SPRAY

WELDED EDGE BEAM WITH FIRE PROTECTED VERMICULITE SPRAY DOUBLE GLAZED GLASS PANEL

VOID FOR BUILDING SERVICES

ALUMINIUM TRANSOM WITH BLACK MATTE FINISH

LIGHT BROWN OAK TIMBER FINISH SUSPENDED CEILING

SHADOWLINE PLASTERTRIM

SKY LOBBY A1.2

SECTION DETAIL 1- SKY LOBBY SCALE 1:10

SKY LOBBY OUTDOOR TERRACE

STEEL PEDESTAL

SKY LOBBY INDOOR

A1.2

ALUMINIUM STACK JOINT ALUMINIUM SKIRTING SMOKE FLASHING

600X600 TERRACOTTA FLOOR PANEL

HOOK ON BRACKET

POLYPROPYLENE PEDESTALS

PRIMARY ANGLE BRACKET

WATER-PROOFING MEMBRANE

CAST-IN CHANEL

EDGE FORMWORK

600X600 CHIPBOARD PANELS SUPPORTED BY GALVANIZED STEEL SHEET BELOW

FIRE STOP BRACKET FIRE STOP

A1.2

SECTION DETAIL 2- SKY LOBBY

A1.2

SCALE 1:10

SECTION DETAIL 4 - SKY LOBBY SCALE 1:5

ALUMINIUM SUB-SILL BRACKET ALUMINIUM SKIRTING

1180MM

PACKERS ALUMINIUM FLASHING

STAINLESS STEEL STANCHION

CONCRETE KERB

LAMINATED GLASS WINDSCREEN

WATER-PROOFING MEMBRANE

SCREED TO FALL

POLISHED STAINLESS STEEL HANDRAIL LAMINATED GLASS PANELS STAINLESS STEEL BASE RAIL WINDSCREEN SUPPORT STEEL BRACKET

A1.2

PRECAST CONCRETE PLANTATION BOX

SECTION DETAIL 5- SKY LOBBY SCALE 1:5

FURRING CHANNELS STAINLESS STEEL BATTENS SANDSTONE CLADDING

HOTEL SKY LOBBY INDOOR

POLYVINYL CHLORIDE (PVC) GEOMEMBRANE GEOTEXTILE POLYESTER FABRIC

SKY LOBBY OUTDOOR TERRACE

DRAINAGE CELL DRAINAGE PIPE WITH PVC MATERIAL

600X600 CHIPBOARD PANELS SUPPORTED BY GALVANIZED STEEL SHEET BELOW EXTRUDED ALUMINIUM UNIT FRAME WITH BLACK POWDER COAT FINISH

SPONGE RUBBER BUFFER SCREED TO FALL

ANGLE BRACKET

SCREED TO FALL

HANDRAIL WITH POLISHED STAINLESS STEEL

WATER-PROOFING MEMBRANE ALUMINIUM CLADDING BLACK POWDER COAT FINISH

LAMINATED GLASS PANELS

600X600 TERRACOTTA FLOOR PANEL

PLANTATION

POLYPROPYLENE PEDESTALS

LAMINATED GLASS WINDSCREEN

A1.2

ABPL90118 Applied Architectural Technology Final Submission

SECTION DETAIL 3- SKY LOBBY

A1.2

SCALE 1:10 Team Member

Yiwei Zhou

Team Member

Jia Wei Ng

Team Member

Ruby Mazzocco

ABPL90118 APPLIED ARCHITECTURAL 993175 DESIGN DEVELOPMENT REPORTTECHNOLOGY

GÂTEAU TOWER BY: STUDIO BAKER 1284034

T01B WEDNESDAY 5:15PM

CORNER OF LONDSDALE ST & MERRIMAN LANE

699123

Tutor

Carlos Lara

PLAN DETAIL - SKY LOBBY SCALE 1:10 Tutorial Number

MODULE 4: INDIVIDUAL SUBMISSION Due Date - SKY LOBBY 17 June 2022 JIA WEI NG

Group Number

A4.4

SKY LOBBY FAÇADE: DETAILS

A1 .2

GÂTEAU TOWER CNR LONSDALE ST0.1M & MERRIMAN 0 0.2MLN 0

0.2M

0.4M

1:5 @ A1 1:10 @ A1

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Marfella

Carpet floor finish

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Marfella

Bondek slab Spandrel panel laminated spandrel glass

Fixed horizontal louvres Suspended hanger wire Curtain box

Fire and sound rated linings

Secondary structural column Motorised horizontal louvres

4 A4.2

Louvre panel bracket

Fire-grade sealant

5 A4.2

Operable window

HOTEL FLOOR EXTERNAL

CAVITY

Double timber stud wall

1 A4.2

Maintenance Grates

HOTEL FLOOR INTERNAL

Motorised horizontal louvres

Curtain

Internal Mullion Louvre pivot motor Louvre tilt mechanism Spandrel Insulation Non-combustible Fire resistant

Vision panel

External Mullion External mullion Cast-in channel

Primary Mega Column Composite UC encased in Concrete

2 A4.2

Louvre tilt mechanism Louvre pivot motor

Edge beam

Cross tee Plaster board

Sectiona - North Hotel Facade 1:20

Elevation - North Hotel Facade 1:20

FFL + 182 200

FFL + 181 200

Hanger Wire Cross Tee for suspended wire connection

Curtain Box Internal Vision panel Motorised horizontal louvres Bondek Slab Ceiling insulation sitting between cross tees External mullion

Transom Edge beam

Louvre panel brackets

Spandrel panel Blue laminated glass Louvre panel brackets

FFL + 178 200

External mullion Fixed horizontal louvres (Closed)

Secondary Structural Column (CHS) Carpet floor finish

FFL + 177 200

Motorised, user-controlled horizontal louvres (Open)

Internal skin mullion

Maintenance grates Fixed horizontal louvres

ABPL90118 Applied Architectural Technology ABPL90118 Final Submission Applied Architectural Technology Final Submission DESIGN DEVELOPMENT REPORT

DESIGN DEVELOPMENT REPORT

Elevation - North Hotel Facade 1:20

Team Member

Yiwei Team Member Zhou Yiwei Zhou 993175 993175

Team Member

Jia Wei NgTeam Member Jia Wei Ng 1284034 1284034

Team Member

Ruby Team Member Mazzocco Ruby Mazzocco 699123 699123

Isometric - Hotel Perspective Section Not to Scale

Tutor

Carlos Lara Tutor

Carlos Due Date Lara 17 June 2022 Due Date

17 June 2022

Tutorial Number

Group Number

A4.5 A4.5

TYPICAL HOTEL FAÇADE: GENERAL ARRANGEMENT TYPICAL HOTEL FAÇADE: GENERAL ARRANGEMENT

GÂTEAU TOWER CNR LONSDALE ST & MERRIMAN LN GÂTEAU TOWER CNR LONSDALE ST & MERRIMAN LN

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Melbourne School Marfella of Design

APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Marfella

Fire and sound rated linings

Primary Mega Column Composite UC encased in Concrete

HOTEL FLOOR

Stud wall insulation Double timber stud wall Fire-grade sealant

Spandrel Insulation Non-combustible Fire resistant Internal Mullion

Maintenance Grates

DOUBLE SKIN FACADE CAVITY

Louvre tilt mechanism Louvre pivot motor

Motorised horizontal louvres

Horizontal Louvre

External Mullion

EXTERNAL

Handrail Vision Panel

Balustrade Infill Parapet Flashing

ROOFTOP BAR

ROOFTOP TERRACE

Aluminium Horizontal Louvres Stainless-Steel Gallows Bracket Textured Aluminimum Cladding Panel

Hot-applied Roofing Membrane to Rooftop Terrace

Coloured Laminated Glass Panel Fibreglass Insulation

Rigid Insulation Stainless- Steel Grill Perimeter Gutter Concrete Slab

Horizontal Louvres

MECHANICAL FLOOR

EXTERNAL

DOUBLE SKIN FACADE

HOTEL FLOOR Secondary Column (CHS) Primary Mega Column Composite UC encased in Concrete

Skirting Stack Joint Motorised Horizontal Louvres

Floor Finish: Carpet Underlay

Smoke Flashing

Levelling Screed Cast-in Channel Fire Stop Bracket Fire Stop Non- Combustible Fire Resistant Thermal Insulation

Fixed Horizontal Louvres

Bondek Concrete Slab

Spandrel Panel Hanger Wire

Louvre Tilt Mechanism Louvre Pivot Motor Outrigger Connecting Outer Facade to Spandrel

Beam to Column End Plate Edge Beam Fire Protection Sprayed Coating

Maintenance Grating Laminated Glass, Blue Outriggered Beam Tapered 300PFC Transom

Acoustic Insulation Cross Tee Plaster Board

Curtain Box Curtain

ABPL90118 ABPL90118 AppliedArchitectural ArchitecturalTechnology Technology Applied Final Submission Final Submission

DESIGNDEVELOPMENT DEVELOPMENTREPORT REPORT DESIGN

Team Member Team Member

993175 993175

1284034 1284034

699123 699123

Yiwei Yiwei Zhou Zhou

Wei JiaJiaWei Ng Ng

Ruby Ruby Mazzocco Mazzocco

Tutor Tutor

CarlosLara Lara Carlos Due Date Due Date

June2022 2022 1717June

Tutorial Number Tutorial Number

0101

Group Number Group Number

A4.6 A4.6

TYPICALHOTEL HOTELFAÇADE: FAÇADE:DETAILS DETAILS TYPICAL

GÂTEAUTOWER TOWER GÂTEAU CNR LONSDALE MERRIMANLNLN CNR LONSDALE STST& &MERRIMAN