04.1. AAT

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

ABPL90118 Applied Architectural Technology Final Submission

Team Member

Team Member

Team Member

Tutor

Tutorial N.

Charensia Pricilla Rompis

Hafiz Azman

Sandra Lin

Luca Calvanese

#21

DESIGN DEVELOPMENT REPORT

860209

Due Date

779902

915202

19 June 2020

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

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 Charensia Pricilla Rompis (860209) Hafiz Azman (779902) Sandra Lin (915202) Contents Part 1 – Project Synopsis 1.1 1.2 1.3

Vertical Strategy (Charensia Pricilla Rompis) Structural Concept (Hafiz Azman) Facade Concept (Sandra Lin)

Part 2 – General Arrangement Drawings A1.1: Site Plans and Massing Concepts A1.2: Section and Typical Plans A1.3: Physical Model A2.1: Structural Plans A2.2: Sections A2.3: 3D Digital Model A3.1: Elevations A3.2: Enlarged sections and elevations A3.3: 3D Digital Model Part 3 – Detailed Design Drawings A4.1 Podium Façade: General Arrangement A4.2 Podium Façade: Details A4.3 Typical Office/Sky Lobby Façade: General Arrangement A4.4 Typical Office/Sky Lobby Façade: Details A4.5 Typical Hotel/Crown Façade: General Arrangement A4.6 Typical Hotel/Crown 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

1.1 VERTICAL STRATEGY

Author

Charensia Pricilla Rompis

Subject Coordinator: Dr Giorgio Marfella Student ID

860209

Six Fifty Tower is located at 650 Lonsdale Street, Melbourne, positioned in between The Ritz Carlton Hotel and Melbourne One Apartments. The whole concept of the design is about transitioning from public to private space with the idea of inviting people to inhabit the space. It aims to engage with the street context and contribute to the Melbourne City Skyline through vertical stepping from the podium, the tower, and to the top of the crown. The crown is designed with a soft transition that wraps around eight sides of the tower pointing up to the sky, creating a recognizable landmark that reinforces the edge of the Hoddle Grid. The idea of creating eight sides around the tower allows 360 degrees view of the Melbourne city skyline, which therefore, creates fluidity rather than rigidity. Taxi drop off will have its own access from Lonsdale Street to the undercover podium area adjacent to Merriman Lane.

Entering from Lonsdale Street, pedestrian will have access to an undercover podium space as a public space for gathering or even shelter during rainy days.

Furthermore, the podium will have a glass façade that separates the public and semi-public space to accommodate retail areas and acess to the lift core. In addition to the podium, large atrium space is positioned in the centre with daylight access and exposed view to the tower.

This 211.4m tall tower is composed of 51 floors, with 48 rentable floors and 3 mechanical floors. The structure consists of 2 basement levels for parking, low rise (18 floors), mid rise (13 floors), high rise (20 floors) and crown. The building was designed following the set back requirements of the overall tower’s height and rotated and sculpted with 8 sides to gain maximum exposure to northern light and diverts the strong wind coming from the north, east, and west. Furthermore, the tower incorporates a stepped feature that separates the program between the office and the hotel area.

The floor efficiency is calculated to be as efficient as possible, with office floor having 84.41% floor efficiency and 81.06% floor efficiency for the hotel floor. The leasing depth of the office floor (low and mid rise) is 14m and 12m for the hotel floor (high rise) measured from the central lift core. The 16x16m lift core is positioned at the centre of the tower including a lift lobby that provides comfort and ease of access for its occupants. The lift groups are separated into 3 groups, low rise, where it runs from the basement to the ground and to the lower office floor, mid rise, where it runs from the ground floor to the upper office floor, and high rise, which is separated into two parts, one goes to the sky lobby, and the other goes directly to the gym area for gym members. The idea of having direct access for gym members enables local community growth inside the tower. Whilst the gym will be located on the top floor, occupants can also enjoy a great view towards the Flagstaff Garden and Southern Cross Station.

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY

1.2 STRUCTURAL CONCEPT

Author

Hafiz Azman

Subject Coordinator: Dr Giorgio Marfella Student ID

779902

The overall structure of the tower utilized the outrigger and belt truss system in response to our design concept to control the excessive drift due to lateral load coming from the wind in Melbourne. The belts and outriggers are located at the mechanical floor where they are attached to every corner of the core along with the mega columns. The steel outrigger structural system aid to transfer the loads down the building via the belt trusses. The mechanical floors are strategically located at mid-rise and high-rise of the tower to facilitate the floor level. This will allow the maximum net lettable are to be achieved. This not only avoids the tower from lateral load but also eliminated the difficult connection of the outrigger to the core.

The tower consists of 8 mega-columns in size of 1200mm x 600mm and 8, 500mm diameter of circular hollow section columns that fully runs from the ground lobby to the top of the building. These extended mega columns will be utilized to hold the structure of the tower and outrigger steel. The mega columns and the circular hollow section are spaced 7500mm at the interval to allow consistent load transfer down the building. The typical floor of the tower utilized concrete slab with bondek that is supported by the steel beam running toward the core. The typical floor steel beams, 530 UB 82 are spaced 3 meters apart from each other that connect the edge beam with the core.

The podium structure is designed to separate the inner and outer side of the podium. The inner podium is 20 meters high and the outer podium is 9.7 meters.

The podium utilized 1500mm x 1500mm steel space frame to support 9.7 meters high of toughened glass canopy around the outer podium parameter. The spider fixings are being used throughout the podium area to minimise the usage of the column required for the podium that allows 10 meters spacing of concrete column (50mm diameter) to be placed. The inner podium has 2 floors including the ground lobby which give a lot of free space to be utilized for retail, business, and walkway. This open space allows the pedestrian or visitor to have a walk-through space in the podium without affecting the worker in the tower. The high ceiling concept of the podium allows an open rooftop that is covered with a space frame and toughened glass. This will provide the view from the inside of the podium to the tower. This also allows the podium to have natural lighting to be integrated with passive design.

The tip of the tower may be affected by the high density of wind, thus the steel structural system is placed for the crown structure. The circular hollow section for the crown is 1500mm apart and PFC is being used for horizontal bracing. Xsplatform telescopic BMU system is installed on to the roof that can be extended in a vertical and horizontal direction for maintenances and construction uses.

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

1.3 FACADE CONCEPT

Author

Student ID

Sandra Lin

915202

West Elevation Spandrel with photovoltaic cells, vertical operable louvres and glass vision panel behind

Podium Entrance Cable net and space truss system clad in Pilkington planar laminated safety glass – translucent white and Vlam glazing panelstransparent, respectively

a

Crown Axonometric Clad in Pilkington planar laminated safety glass-translucent, offering views around tower. Open air crown space, stepping up to the north east, backlit by sun in the morning

Vertical Louvres Operable, shading from sun as it moves from east to west during the day. Still allows for views out and to the sides. Natural ventilation in through the air vent system.

North Louvres Horizontal extruded louvres shading the floors from harshest rays. Operable with blinds behind inner skin vision panel.

Photovoltaic spandrel panels divide the louvres of each floor.

Crown façade visible above.

The design concept for the building envelope revolves around creating a feeling of a “breathable” façade. Opaque and translucent white materiality has also been used around the tower in certain vertical panels (podium, spandrel colourback and crown) to give a sense of lightness, reminiscent of clouds and Melbourne fog.

The podium space frame structure is clad for the internal flat roof in glass (Vlam glazing panels, tough laminated, low-e, heat soak treated- transparent), offering protection from the weather such as rain but allowing natural sunlight throughout. The cable net system, a white coated finish (Pilkington planar laminated safety glass translucent) is used for openness on the ground floor podium, creating the transition from street into the tower. The same transparent tough laminated glass is used on the space frame over the canopy of the podium and over the atrium of the tower. The outer layer of the podium has no walls, allowing people to move freely throughout the space and maximise natural ventilation, particularly on hot summer days, without the need to mechanically cool the area.

For the tower, the east and west facades have operable vertical louvres and the north has horizontal louvres with no shading needed at the south but with additional low -e coating and natural ventilation system installed. The north, east and west façades have an 800mm wide aluminium catwalk inbetween the curtain wall skin and outer louvre system. The outer louvre system and internal blinds can be moved manually from individuals inside, allowing them to customise the natural light entering the space, particularly for the office workers. The double-glazed argon insulated unit of curtain wall is connected to the outer louvre skin using an aluminium frame and secondary outrigger support. The outer skin also has PV spandrel panel, with the internal opaque white ceramic enamel fritz spandrel (that compliments the white of the podium); the ventilation grills are directly behind, essentially concealing the service zone.The louvre systems are continued over the mechanical floor to streamline the facade; however, the air vent grills are larger allowing ventilation and heat transfer away from the building naturally. The client has decided to maximise the views out of the south façade out to Lonsdale St, investing in double glazing with argon insulation for the curtain wall. As cooler summer breezes come from the south, there are natural air ventilation systems to capture these breezes.

The crown has a Skydeck for the hotel occupants to access, with the surrounding (Pilkington planar laminated safety glass-translucent) glass allowing 360 views around the tower. Access to the roof is from the lift overrun and to the Building Maintenance unit located on top of the core and lifts. The same 1500 module has been carried from the podium up to the crown, drawing the eye up the tower and around. However, instead of a double skin of louvres and internal double glazed vision panel, the crown façade uses only a single laminated toughened glass unit. As the glass is solid it offers protection from the high winds that divert around the tower, making the roof top more pleasant for individuals. The stepped crown design helps to break up the wind, diverting the wind loads around the tower.

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

PART 2 GENERAL ARRANGEMENT DRAWINGS

CONCEPT DIAGRAM DIAGRAMS

EXPLODED AXONOMETRIC STEPPED CROWN DESIGN

CROWN

PROGRAM SEPARATION (OFFICE AND HOTEL) TOWER SET BACK TO MINIMISE NOISE FROM THE MAIN ROAD

RESPONSE TO WIND PRESSURE AND MAXIMUM VIEWS

OFFSET PODIUM DESGIN TO EMPHASISE THE CIRCULATION

LO NS DA L

LO NS DA L

E

E

ST .

ST .

ST .

E LO NS DA L

LO NS DA L

LO NS DA L

E

E

ST .

ST .

SPACE FRAME

MAXIMUM SITE COVERAGE FOR EFFICIENCY

HOTEL

SPACE FRAME

PODIUM DESIGN: SPACE FRAME TO ALLOW NATURAL LIGHTING

MASTERPLAN 1:1500

HIGH RISE

PUSH AND PULL OF PODIUM ELEMENT WITH ATRIUM THAT ENABLES VIEW OF THE TOWER

STRATEGY MAP 1:1000 TO FLAGSTAFF GARDENS

T

REE

ST OBE

R

LA T

ET

RISE MID INGS LD BUI

LITT

E

ZON

RR ME

NG ADI

LO

NL ANE

LIFT CORE

AN

ET

TRE

NL ANE

PM

RITZ THE TON L CAR

T REE

IMA

G ST

RR ME

LIS TRA NTS S U A E RTM APA

RNE BOU L E M ONE NTS E RTM APA

KIN

ES DAL

NS

E LO

L LITT

AM

IUM

TO MELBOURNE CBD

TO MARVEL STADIUM

SPE NCE

5

R ST

9AM &3PM

T REE

1 N

ZC

RIT

T

TO ARL

3

LE

SDA

LON

EE STR

HIGH RISE LIFT (GF - SKY LOBBY - CROWN) POD

BOU MEL ONE S ENT RTM APA

OFFICE

LEGEND:

IUM

ATR

RNE

THE

LOW RISE

IMA

9AM

S GLIS

MID RISE

LIS TRA NTS S U A E RTM APA

L

SDA

ON LE L

RE E ST

MID RISE LIFT (GF - UPPER OFFICE) LOW RISE LIFT (BASEMENT - GF - LOWER OFFICE)

ET

PODIUM

TRE

ES DAL

S

LON

BASEMENT

LEGEND: ACCESS FOR PEDESTRIAN

2

VEHICLE ACCESSS FOR TAXI DROP-OFF UNDERCOVER AREA (TRANSPARENT MATERIAL)

3PM

STREET VIEW

4

DE

T SI

ES ER W

UPP S

ROS NC R E N TH SOU STATIO

ISE H R GS G I H LDIN BUI

VIEW 1.

VIEW 2.

VIEW 3.

PERSPECTIVE VIEW

SECTION THROUH LONSDALE STREET.

VIEW 4.

VIEW 5.

GROUND FLOOR PLAN 1:500

PROPOSED TOWER DESIGN CONCEPT MODEL

S

ANGLIS

L

ET

LE STRE

ONSDA ITTLE L

LIS AUSTRA TS N E M APART

1:12.5 1:6 1:12.5

MERR IMAN LANE

Z THE RIT N O T L R CA

NE URNE O MELBO S ENT APARTM

ATRIUM SPACE

LEGEND:

VEHICLE ACCESSS FOR TAXI DROP-OFF

TA

IL

ACCESS FOR PEDESTRIAN

RE

RET

AIL

UNDERCOVER AREA (TRANSPARENT MATERIAL) PODIUM GOODS LIFT LOW RISE LIFT (BASEMENT - GF - LOWER OFFICE)

PODIUM

1:14

MID RISE LIFT (GF - UPPER OFFICE) HIGH RISE LIFT (GF - SKY LOBBY - CROWN) RECEPTIONIST RETAIL SPACE

ABPL90118 | APPLIED ARCHITECTURAL TECHNOLOGY MODULE 01 | VERTICAL FEASIBILITY

ET

LE STRE

LONSDA

TUTORIAL 21 [LUCA] GROUP C: SANDRA LIN [915202], HAFIZ AZMAN [779902], CHARENSIA PRICILLA ROMPIS [860209]

A1.1

SITE PLANS AND MASSING CONCEPT

SECTION [NOT TO SCALE]

+211.4

CROWN

TOWER +197.07

LEVEL 50

+194.0

LEVEL 49

+190.9

LEVEL 48

+187.8

LEVEL 47 LEVEL 46

+181.6

LEVEL 45

+178.5

LEVEL 44

+175.4

LEVEL 43

+172.3

LEVEL 42

TOTAL GROSS FLOOR AREA (SQM) - OFFICE

44,331.57

TOTAL GROSS FLOOR AREA (SQM) - HOTEL

24,328.08

TOTAL NET LETTABLE AREA (SQM) - OFFICE

37,419.57

TOTAL NET LETTABLE AREA (SQM) - HOTEL

19,720.08

TOTAL BUILDING GFA (SQM)

64,186.16

TYPICAL FLOOR PLATES 1:500 12000

+184.7

SIXFIFTY

HIGH RISE (Level 32-50)

+159.9

LEVEL 39

+156.8

LEVEL 38

+153.7

LEVEL 37

+150.6

LEVEL 36

+147.5

LEVEL 35

+144.4

LEVEL 34

+141.3

LEVEL 33

+138.2

LEVEL 32

+130.2

LEVEL 31 LEVEL 30

+122.6

LEVEL 29

+118.8

LEVEL 28

+115.0

LEVEL 27

+111.2

LEVEL 26

+107.4

LEVEL 25

+103.6

LEVEL 24

1351.56

NET LETTABLE AREA (SQM)

1095.56 81.06

SKY LOBBY

14000

+126.4

GROSS FLOOR AREA (SQM)

EFFICIENCY (%)

HIGH RISE LIFT (SKY LOBBY - CROWN)

LEVEL 40

(GF - SKY LOBBY - CROWN)

MEDIUM RISE (Level 19-31) (GF - UPPER OFFICE)

NET LETTABLE AREA (SQM)

1385.91 84.41

LEVEL 21

+084.6

LEVEL 20

+080.8

LEVEL 19

+077.0

LEVEL 18

+073.2

LEVEL 17

+069.4

LEVEL 16

+065.6

LEVEL 15

+061.8

LEVEL 14

+058.0

LEVEL 13

+054.2

LEVEL 12

+050.4

LEVEL 11

+046.6

LEVEL 10

LEVEL 8

+035.2

LEVEL 7

+031.4

LEVEL 6

+027.6

LEVEL 5

+023.8

LEVEL 4

+020.0

LEVEL 3

+012.0

LEVEL 2

+008.0

LEVEL 1

GROUND FLOOR LOBBY

1641.91

NET LETTABLE AREA (SQM)

1385.91 84.41

EFFICIENCY (%)

MECHANICAL FLOOR 1

ATRIUM

RETAIL

LEGEND: UNDERCOVER AREA (TRANSPARENT MATERIAL) RETAIL

WALKWAY

PODIUM SERVICES MECHANICAL FLOOR GOODS LIFT

-003.5

BASEMENT 1

-007.0

BASEMENT 2

ABPL90118 | APPLIED ARCHITECTURAL TECHNOLOGY MODULE 01 | VERTICAL FEASIBILITY

LOW RISE LIFT (BASEMENT - GF - LOWER OFFICE) MID RISE LIFT (GF - UPPER OFFICE) HIGH RISE LIFT (GF - SKY LOBBY - CROWN)

TUTORIAL 21 [LUCA] GROUP C: SANDRA LIN [915202], HAFIZ AZMAN [779902], CHARENSIA PRICILLA ROMPIS [860209]

A1.2

SECTION AND TYPICAL PLANS

44000

+039.0

GROSS FLOOR AREA (SQM)

14000

LEVEL 9

(BASEMENT - GF - LOWER OFFICE)

16000

+042.8

LOW RISE (Level 1-18)

MID RISE LIFT (GF - UPPER OFFICE)

+088.4

LOW RISE LIFT (BASEMENT - GF - LOWER OFFICE)

LEVEL 22

HIGH RISE LIFT (GF - SKY LOBBY - CROWN)

+092.2

MECHANICAL FLOOR 2

14000

LEVEL 23

14000

+096.0

44000

1641.91 16000

GROSS FLOOR AREA (SQM)

EFFICIENCY (%)

+000.0

40000

+163.0

MECHANICAL FLOOR 3

12000

LEVEL 41

16000

+166.1

PHYSICAL MODEL (1:500) PHOTOGRAPHS

LOW RISE

MID RISE

HIGH RISE

FLOOR PLATES ARRANGEMENT

ATTACHED PODIUM

Lorem ipsum FINISHED MASSING MODEL

ABPL90118 | APPLIED ARCHITECTURAL TECHNOLOGY MODULE 01 | VERTICAL FEASIBILITY

TUTORIAL 21 [LUCA] GROUP C: SANDRA LIN [915202], HAFIZ AZMAN [779902], CHARENSIA PRICILLA ROMPIS [860209]

A1.3

PHYSICAL MODEL

44000

5 A2.1

63500

TR

2

TR

2 EB1

B2

C1

B2

B2

1

EB1

B2 B2

B2

EB1

C2

B2

B2

B2 CR1

3

EB1

B2

B2

B2

SL1

C1

B1

4

B2

B2 B2

B2

5

C2 C1

B2

EB1

B2

C1

B2

C2

2

EB1

C2

EB1

EB1

9000

TR2

B2

B2

TR

TR2

B2

B1

2

C2

B1

B1

B2

C2

TR

2 TR 2

9000

TR2

B2

B2 B2

3000

C2

TR2

B2

B1

3000

14500

9000

2

TR

B2

B1

B2

EB1 B2

EB1

C1

TR2

TR2

TR2

C2 TR2

C2

B2

3000 3000 3000

TR2

C2

EB1

TR2

2

EB1

B2

B2

B2

TR2

C2

TR

TR2

3000

B2

EB1

EB1

C2

C2

B2

3000

B1

C1

C1

B2

B2

B2

EB1

C2

B2

B1

C2

C2

3000

15000

44000 C2

B2 EB1

TR2

TR2

1500 3000

CR1

EB1

B2 B2

B1

B2

B2

B2

B2

B1

B2

B2

C1

3000 1500 3000

TR

C1

TR2

B2

C1

EB1

EB1

B1

B2 B2

9000

B2

B2

B2

EB1

BB 22

2

9000

CR1

B2

C2

B2

B2

9000

TR2

B1

C2

C2

B2

EB1

EB1

B2

B2

C2

EB1

SL1

B2

C1

C2 TR2

B2

C2

TR2

C1

B2

CR1

B2

TR2

C2

B2

B1

C2

C2

EB1

B2

B2

3000

B2

3000 1500 3000

B2 B2

2

TR C2

B2

B2

TR2

14500

T R2 EB1

B1

B2

B2

B2

B2

B1

B1

EB1

C1

B2

B2

EB1

B2

EB1

9000

C2

B2

C1

TR2

9000

C2

T R2 EB1 B2

B2 B2

C2

TR2

TR2

TR2

TR2

TR2

C2

C1

EB1

B2

9000

C2

3000

EB1

C1

EB1

B2

9000

C2

TR2

2

3000

C2

TR1

C2

TR

3000 1500 3000

B2

C2

3000

14500

B2

C2

TR1

3000

9000

C2

C2

94500

C2

9000

B2

C2

TR1

9000

B2

C2

9000

B2

C2

C2 4500

9000

B2

9000

B2

9000

15000

B2

1500

14500

C2

C2

C2

C2

TR1

C2

A

C2

2 A2.1

PODIUM ROOF PLAN 1:400

3000 mm

FLOOR TO FLOOR HEIGHT

SPACE FRAME WARREN TRUSS CONCRETE FILLED RECTANGULAR COLUMN CIRCULAR HOLLOW SECTION REINFORCED CONCRETE WALL UNIVERSAL STEEL BEAM UNIVERSAL STEEL BEAM CONCRETE ENCASED STEEL BEAM BONDEK STEEL FRAMING

CODE

1500h x 850w 1500h x 600w 1800 mm x 900 mm 500 mm dia.

600 mm 610 UB 125 530 UB 82 460 UB 82 590 mm x 52 mm

C1 C2 CR1 B1 B2 EB1 SL1

1,500 mm

STRUCTURAL GRID

STRUCTURE

3000 mm

PROFILE

PRIMARY COLUMN SECONDARY COLUMN CORE SHEAR WALL PRIMARY BEAM SECONDARY BEAM EDGE BEAM COMPOSITE STEEL DECKING

I I I

CONCRETE FILLED RECTANGULAR COLUMN CIRCULAR HOLLOW SECTION REINFORCED CONCRETE WALL UNIVERSAL STEEL BEAM UNIVERSAL STEEL BEAM CONCRETE ENCASED STEEL BEAM BONDEK STEEL FRAMING

1500 3000

3000

3000

3000

C1

C2

C2

4

C2

C2

5

C2

C2

C2

C

C2

E

C2 CR1 SL1

STRUCTURE SECONDARY COLUMN CORE SHEAR WALL COMPOSITE STEEL DECKING

3000 mm

PROFILE

DIMENSION

CIRCULAR HOLLOW SECTION REINFORCED CONCRETE WALL BONDEK STEEL FRAMING

ABPL90118 | APPLIED ARCHITECTURAL TECHNOLOGY MODULE 02 | STRUCTURE AND ARCHITECTURE

B1

B2

B2

C1

B2

2

B2

B2

B2

B2 CR1

C2

B1

C1

200 mm dia.

200 mm 590 mm x 52 mm

B2

EB1

EB1

B2

C2

EB1

EB1

B

C

HIGH-RISE STRUCTURAL PLAN 1:200

C1

D

E

NOTE: STRUCTURAL GRID ANNOTATIONS (A,B,C ... 1,2,3, ...) OF THE TOWER.

1,500 mm

STRUCTURAL GRID

STRUCTURE

3000 mm

FLOOR TO FLOOR HEIGHT

PROFILE

PRIMARY COLUMN SECONDARY COLUMN CORE SHEAR WALL PRIMARY BEAM SECONDARY BEAM EDGE BEAM COMPOSITE STEEL DECKING

TUTORIAL 21 [LUCA] GROUP C: SANDRA LIN [915202], HAFIZ AZMAN [779902], CHARENSIA PRICILLA ROMPIS [860209]

4

B2

TABLE 3. HIGH RISE - SCHEDULE OF STRUCTURAL ELEMENTS

C1 C2 CR1 B1 B2 EB1 SL1

3

EB1

SL1

A

CODE

TABLE 4. CROWN - SCHEDULE OF STRUCTURAL ELEMENTS

CODE

B2

C1

NOTE: STRUCTURAL GRID ANNOTATIONS (A,B,C ... 1,2,3, ...) OF THE TOWER.

STRUCTURAL GRID

B2

B2

BUILDING MODULE

1,500 mm

B1

C2

3 A2.1

BUILDING MODULE

B1

1

C2

D

CROWN STRUCTURAL PLAN 1:200

B2

B2

C2 C2

B2

B2

EB1 EB1 C1

3000

C2

B2

B1

EB1

CR1

C2

EB1

C2

EB1

EB1

3000 3000 3000 1500 3000

C2

B

3000

C1

EB1

EB1

B2

C2

3000

3000 1500 3000 3000 3000

3000

3

C2

C2

3000

CR1

3000

C2

SL1

15000

CR1

A

4 A2.1

C1

C2

C2

1500 3000

B1

2

C2

C2

3000

EB1

EB1

C2

C2

3000

B2

3000 1500 3000

C2

C2

12500

12500

1

12500

3000

C2

C2

C2

3000

12000

EB1

C2

C2

C2

3000 1500 3000

B2

C2

C2

C2

3000

B2

C2 C2

C2

C2

16000

C2

C2

C2

3000 1500 3000 3000

C2

3000

3000

15000

C2

C2

3000

C2

C2 40000

C2

C2

3000

12000

B2

3000 1500 3000

12000

40000

3000

16000

B1

C2

C2

12500

3000

1200 mm x 600 mm 500 mm dia.

500 mm 610 UB 125 530 UB 82 460 UB 82 590 mm x 52 mm

40000

B1

3000

3,800 mm

DIMENSION

40000 12000

FLOOR TO FLOOR HEIGHT

B2

I I I

BUILDING MODULE

4,000 mm

DIMENSION

PROFILE

PODIUM TRUSS FLOOR FRAMING TRUSS PRIMARY COLUMN SECONDARY COLUMN CORE SHEAR WALL PRIMARY BEAM SECONDARY BEAM EDGE BEAM COMPOSITE STEEL DECKING

E

NOTE: STRUCTURAL GRID ANNOTATIONS (A,B,C ... 1,2,3, ...) OF THE TOWER.

MID-RISE STRUCTURAL PLAN 1:200

B2

TR1 TR2 C1 C2 CR1 B1 B2 EB1 SL1

STRUCTURAL GRID

STRUCTURE

D

B2

CODE

1,500 mm

C

TABLE 2. MID RISE - SCHEDULE OF STRUCTURAL ELEMENTS

TABLE 1. LOW RISE - SCHEDULE OF STRUCTURAL ELEMENTS BUILDING MODULE

B

B2

C2

TR1

B2

1 A2.1

TR1

B2

C2

A2.1

I I I

CONCRETE FILLED RECTANGULAR COLUMN CIRCULAR HOLLOW SECTION REINFORCED CONCRETE WALL UNIVERSAL STEEL BEAM UNIVERSAL STEEL BEAM CONCRETE ENCASED STEEL BEAM BONDEK STEEL FRAMING

STRUCTURAL PLANS

3,100 mm

DIMENSION 800 mm x 400 mm 400 mm dia.

400 mm 610 UB 125 530 UB 82 460 UB 82 590 mm x 52 mm

5

9600

2000

39700

1600

CROWN

LEVEL 49

+190.9

LEVEL 48

+187.8

LEVEL 47

+184.7

LEVEL 46

+181.6

LEVEL 45

+178.5

LEVEL 44

+175.4

LEVEL 43

+172.3

LEVEL 42

LEVEL 41

+163.0

LEVEL 40

+159.9

LEVEL 39

+156.8

LEVEL 38

+153.7

LEVEL 37

+150.6

LEVEL 36

+147.5

LEVEL 35

+144.4

LEVEL 34

+141.3

LEVEL 33

+138.2

LEVEL 32

+130.2

LEVEL 31

+126.4

LEVEL 30

+122.6

LEVEL 29

+118.8

LEVEL 28

+115.0

LEVEL 27

+111.2

LEVEL 26

+107.4

LEVEL 25

+103.6

CIRCULAR HOLLOW SECTION 500MM

CONCRETE FILLED RECTANGULAR COLUMN

OUTRIGGER (8000HX1000W) MAX SPAN 10000MM

STEEL BELT

MECHANICAL FLOOR 3 WITH OUTRIGGER

FFL 96.0 LEVEL 23

UNIVERSAL BEAM STEEL BEAM

FFL 92.2 LEVEL 22

FFL 88.4 LEVEL 21

7

A2.2

SKY LOBBY

6

A2.2

TYPICAL OFFICE FLOOR SECTION 1:100

CIRCULAR HOLLOW SECTION 500MM

FFL 144.4 LEVEL 34 700

+166.1

SIXFIFTY

FFL 103.6 LEVLE 24

(GF - SKY LOBBY - CROWN)

+194.0

TOWER

(GF - UPPER OFFICE)

LEVEL 50

HIGH RISE (Level 31-50)

+197.1

MEDIUM RISE (Level 18-30)

+211.4

5700

CONCRETE FILLED RECTANGULAR COLUMN

STEEL BEAM

LEVEL 24 FFL 141.3 LEVEL 33 MECHANICAL FLOOR 2 WITH OUTRIGGER

LEVEL 21

+084.6

LEVEL 20

+080.8

LEVEL 19

+077.0

LEVEL 18

+073.2

LEVEL 17

+069.4

LEVEL 16

+065.6

LEVEL 15

+061.8

LEVEL 14

+058.0

LEVEL 13

+054.2

LEVEL 12

+050.4

LEVEL 11

+046.6

LEVEL 10

+042.8

LEVEL 9

+039.0

LEVEL 8

+035.2

LEVEL 7

+031.4

LEVEL 6

+027.6

LEVEL 5

+023.8

LEVEL 4

+020.0

LEVEL 3

+012.0

+008.0

LEVEL 2

LEVEL 1

+000.0

GF LOBBY

-003.5

BASEMENT 1

-007.0

BASEMENT 2

5 A2.2

6

A2.2

7 A2.2

TYPICAL HOTEL FLOOR SECTION 1:100

CROWN STRUCTURE

FINISHED FLOOR SLAB (BASEMENT - GF - LOWER OFFICE)

+088.4

FFL 138.2 LEVEL 32

LOW RISE (Level GF-17)

LEVEL 22

BEAM LAYOUT

COLUMNS ARRANGEMENT

26200

9800

BELT AND OUTRIGGERS

FLOOR BEAM STRUCTURE

MID RISE LIFT (GF - UPPER OFFICE)

+092.2

UNIVERSAL BEAM

LOW RISE LIFT (BASEMENT - GF - LOWER OFFICE)

LEVEL 23

HIGH RISE LIFT (GF - SKY LOBBY - CROWN)

+096.0

ATRIUM SPACE FRAME

MECHANICAL FLOOR 1 WITH OUTRIGGER ATRIUM

RETAIL

PODIUM SPACE FRAME

RETAIL

WALKWAY

PODIUM CONCRETE COLUMN

STRUCTURAL SECTION 1:300

ABPL90118 | APPLIED ARCHITECTURAL TECHNOLOGY MODULE 02 | STRUCTURE AND ARCHITECTURE

8 A2.2

TUTORIAL 21 [LUCA] GROUP C: SANDRA LIN [915202], HAFIZ AZMAN [779902], CHARENSIA PRICILLA ROMPIS [860209]

A2.2

SECTIONS

EXPLODED AXONOMETRIC NOT TO SCALE

3D IMAGES

TYPICAL STRUCTURAL SYSTEM OF THE TOWER

TYPICAL STRUCTURAL SYSTEM OF THE TOWER (MEHCANICAL FLOOR WITH OUTRIGGER)

ISOMETRIC VIEW

PODIUM STRUCTURE

ABPL90118 | APPLIED ARCHITECTURAL TECHNOLOGY MODULE 02 | STRUCTURE AND ARCHITECTURE

ELEVATION (STRUCTURE)

TUTORIAL 21 [LUCA] GROUP C: SANDRA LIN [915202], HAFIZ AZMAN [779902], CHARENSIA PRICILLA ROMPIS [860209]

A2.3

39700

1600

CROWN

TOWER 5 A3.1

LEVEL 46

+181.6

LEVEL 45

+178.5

LEVEL 44

+175.4

LEVEL 43

+172.3

LEVEL 42

7 A3.2

+166.1

LEVEL 41

+163.0

LEVEL 40

+159.9

LEVEL 39

+156.8

LEVEL 38

+153.7

LEVEL 37

+150.6

LEVEL 36

+147.5

LEVEL 35

+144.4

LEVEL 34

+141.3

LEVEL 33

+138.2

LEVEL 32

SP2

VP2 SP2

+118.8

LEVEL 28

+115.0

LEVEL 27

+111.2

LEVEL 26

+107.4

LEVEL 25

+103.6

LEVEL 24

VP2

SP2

SP2

DOUBLE GLAZE GLASS PANEL

VP2

1 A3.1

VP2

VP2

SP1

SP1

SP1

VP1

VP1

VP1

SP1

SP1

SP1

VP1

VP1

VP1

2 A3.1

TYPICAL CURTAIN WALL (INNER LAYER) 1:50

1500

1500

TYPICAL SOUTH FACADE PARTIAL ELEVATION 1:50

1500

1500

1500

1500

FFL 92.2 L.23

1000

LEVEL 29

VP2

NATURAL VENTILATION SYSTEM

(GF - UPPER OFFICE)

+122.6

SP2

DOUBLE GLAZE GLASS PANEL

FFL 88.4 L.22

MEDIUM RISE (Level 18-30)

LEVEL 30

1500

MECHANICAL FLOOR 3 WITH OUTRIGGER

LEVEL 31

+126.4

SP2

NATURAL VENTILATION SYSTEM

FFL 84.6 L.21

+130.2

1500

FFL 92.2 L.23

1000

+184.7

1500

1500

2800

LEVEL 47

1500

1000

+187.8

1000

LEVEL 48

1500

2800

+190.9

1000

LEVEL 49

2800

+194.0

(GF - SKY LOBBY - CROWN)

LEVEL 50

HIGH RISE (Level 31-50)

+197.1

SIXFIFTY

2800

+211.4

2000

BIPV

BIPV

BIPV

VL1

VL1

VL1

BIPV

BIPV

BIPV

VL1

VL1

VL1

1000

5700

1500

BIPV

BIPV

BIPV

VL1

VL1

VL1

BIPV

BIPV

BIPV

VL1

VL1

VL1

LEVEL 18

+073.2

LEVEL 17

+069.4

LEVEL 16

+065.6

LEVEL 15

+061.8

LEVEL 14

+058.0

LEVEL 13

+054.2

LEVEL 12

+050.4

LEVEL 11

+046.6

LEVEL 10

+042.8

LEVEL 9

+039.0

LEVEL 8

+035.2

LEVEL 7

+031.4

LEVEL 6

+027.6

LEVEL 5

+023.8

LEVEL 4

+020.0

LEVEL 3

FFL 84.6 L.21

3 A3.1

TYPICAL EAST & WEST FACADE PARTIAL ELEVATION 1:50

26200

BOTTOM LAYER

LEVEL 2

+009.7

3 A3.2

+005.5

+000.0

TYPICAL NORTH FACADE PARTIAL ELEVATION 1:50

9800

2 A3.2 +012.0

4 A3.1

WALKWAY

GF LOBBY

5 1 A3.1

A3.1

FACADE EASTERN ELEVATION 1:300

ABPL90118 | APPLIED ARCHITECTURAL TECHNOLOGY MODULE 03 | ENVELOPE AND ENVIRONMENT

TOP LAYER: GLASS

+077.0

FFL 88.4 L.22

ENCAPSULANT FILM

LEVEL 19

PHOTOVOLTAIC CELLS

+080.8

ENCAPSULANT FILM

LEVEL 20

1000

+084.6

2800

LEVEL 21

2800

+088.4

5 A3.1

1000

LEVEL 22

2800

+092.2

(BASEMENT - GF - LOWER OFFICE)

LEVEL 23

LOW RISE (Level GF-17)

+096.0

2800

MECHANICAL FLOOR 2 WITH OUTRIGGER

TUTORIAL 21 [LUCA] GROUP C: SANDRA LIN [915202], HAFIZ AZMAN [779902], CHARENSIA PRICILLA ROMPIS [860209]

A3.1

ELEVATIONS

ACTIVE SYSTEM: BIPV

FRL 12000 SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

FRL 9700

CIRCULAR HOLLOW SECTION MULLION

SG1

SPIDER FIXING SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

1500x1500mm PILKINGTON PLANAR LAMINATED SAFETY GLASS TOP HUNG STEEL TUBE MULLION 150mm DIA. CONNECTION BRACING TO COLUMN

FRL 9700

FRL 9700 SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

GL

GL

SG1

SG1

SG1

SG1

SG1

SG1

GL

SD

SG1

SG1

SG1

FCL 5500

FCL 8200

SG1

5500

SG1

SG1

GL SD

GL

SG1

FFL 0 - GF

FFL 0 -GF

1 A3.2

WALKWAY

OUTDOOR

OUTER PODIUM FACADE - TYPICAL PARTIAL ELEVATION 1:100

2 A3.2

INNER PODIUM FACADE - TYPICAL PARTIAL SECTION 1:100

3 A3.2

PODIUM FACADE SECTION 1:50

FCL 211400 FRL 211400

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CIRCULAR HOLLOW SECTION

CP1

CP1

SINGLE GLAZED HEAT- STRENGTHENED FACADE (TRANSLUCENT WHITE)

3000

CP1

CP1

RECTANGULAR HOLLOW SECTION

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

OUTSIDE ALUMINIUM SHEET CAPPING

3000

CP1

CROWN

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

FRL 197100

CP1

3000

FCL 196100

CP1

CP1

4 A3.2

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

CP1

FRL 197100

CROWN FACADE ELEVATION

5 A3.2

1:100

CROWN FACADE SECTION 1:50

MAINTENANCE WALKWAY SPRANDEL PANEL AIR VENTS

800 FFL 166.1 L.41

INSULATION PANEL

SPANDREL PANEL

CEILING PANEL TRANSOM

MULLION

PV SPRANDERL PANEL VERTICAL LOUVER

DOUBLE GLAZE GLASS PANEL FINISH FLOOR

PV SPANDREL GLASS

SYSTEM LOUVRED PLENUM BOX

BLIND PELMET

STELL BEAM

GLASS CURTAIN WALL

WIRE SUSPENDER

6 A3.2

MULLION 800MM CLEARANCE CATWALK

FACADE DIAGRAM NOT TO SCALE

FFL 163.0 L.40

TABLE 1. SCHEDULE OF MATERIAL CODE

REMARKS

MATERIAL

FINISH

MC SP1 SP2 VP1 VP2 VP3 BIPV CP1 VL1 HL1 WF SG1 SG2 GL

PODIUM CONCRETE COLUMN SPANDREL PANEL - OUTER FACADE SPANDREL PANEL - INNER FACADE VISION PANEL SOUTH VISION PANEL EAST & WEST VISION PANEL HORIZONTAL LOUVRE - NORTH BUILDING INTEGRATED PHOTOVOLTAIC CELLS CROWN FACADE PANEL VERTICAL SHADING EAST & WEST HORIZONAL SHADING NORTH CURTAIN WALL FRAME PODIUM VISION GLAZING PANELS PODIUM VISION GLAZING PANELS VLAM GLAZING PANEL

CONCRETE ENCASED CIRCULAR STEEL COLUMN SINGLE GLAZED TOUGHENED GLASS SINGLE GLAZED TOUGHENED GLASS DOUBLE GLAZED ARGON DOUBLE GLAZED ARGON DOUBLE GLAZED ARGON ONYX CRYSTALLINE SILICON PV SINGLE GLAZED HEAT-STRENGTHENED ALUMINIUM ALUMINIUM ALUMINIUM LAMINATED GLASS LAMINATED GLASS INSULATED TEMPERED GLASS

EPOXY PAINT FINISH REFLECTIVE FILM REFLECTIVE FILM N/A N/A N/A N/A REFLECTIVE FILM PVDF COATING PVDF COATING PVDF COATING ANTI-GLAZE ANTI-GLAZE N/A

ABPL90118 | APPLIED ARCHITECTURAL TECHNOLOGY MODULE 03 | ENVELOPE AND ENVIRONMENT

HORIZONTAL LOUVRE SYSTEM

TUTORIAL 21 [LUCA] GROUP C: SANDRA LIN [915202], HAFIZ AZMAN [779902], CHARENSIA PRICILLA ROMPIS [860209]

COLOUR LIGHT GREY GREY TRANSPARENT GREY GREY GREY DARK BLUE WHITE (TRANSLUCENT) LIGHT GREY LIGHT GREY LIGHT GREY WHITE COATED TRANSPARENT TRANSPARENT

A3.2

180X100 RHS OUTRIGGER SUPPORTING LOUVRE SYSTEM

7 A3.2

NORTH FACADE SECTION 1:25

ENLARGED SECTIONS AND ELEVATIONS

3D IMAGES

VIEW OF CROWN FACADE & NORTH FACADE

VIEW FROM EAST-WEST

FACADE DETAIL OF PODIUM

VIEW FROM LONSDALE STREET

ABPL90118 | APPLIED ARCHITECTURAL TECHNOLOGY MODULE 03 | ENVELOPE AND ENVIRONMENT

OVERALL FACADE VIEW FROM LONSDALE ST.

TUTORIAL 21 [LUCA] GROUP C: SANDRA LIN [915202], HAFIZ AZMAN [779902], CHARENSIA PRICILLA ROMPIS [860209]

A3.3

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

PART 3 DETAILED DESIGN DRAWINGS

7 A4.1

1500

4 A4.1

1500

1500

1500

1500

1500

1500

1500

1500

1500

1100

SPIDER FIXING

500

10000 CIRCULAR HOLLOW SECTION MULLION

1 A4.1

500 PODIUM CONCRETE COLUMN

150mm DIA. CONNECTION BRACING TO COLUMN

OUTER PODIUM FACADE - TYPICAL PARTIAL PLAN 1:50

1500

1500

SPIDER FIXING

5 A4.1

PERSPECTIVE VIEW INSIDE THE OUTER PODIUM (WALKWAY)

1500

1500

1500

1500

300

1500

FCL 20000

DOWNPIPE SPIDER FIXING

1500

SPIDER FIXING

CABLE NET SYSTEM

OUTER & INNER PODIUM FACADE - TYPICAL PARTIAL PLAN 1:50

1500

1500

1500

6 A4.1

2 A4.1

1500

1500

1500

1500

1500

1500

1500

2 A4.1

300mm WIDTH GUTTER

1500x1500mm OVERHEAD GLAZING PANELS VLAM TOUGH LAMINATED TOUGHENED GLASS HEAT SOAK TREATED, LOW-E, 32mm THICK

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

PVC DOWNPIPE

SG1

FRL 9700

1:100 FALL

FRL 9700

1 A4.1

SPACE FRAME

1350

4 A4.2

FCL 8350

FCL 8350

1500

SG2

SG2

SG2

SG2

SG2

SG2

SG2

SG2

SG2

SG2

WALKWAY

WALKWAY

SG2

SG2

SG2

SG2

SG2

SG2

SG2

SG2

SG2

SG2

PODIUM CONCRETE COLUMN

PODIUM CONCRETE COLUMN

SG2

SG2

SG2

SG2

SG2

SG2

SG2

SG2

GL SG2

SG2

GL

GL

SG2

SG2 GL

SD

9700

SG2

8200

SG2

SD

SG2

CABLE NET SYSTEM

1:100 FALL

8200

SPIDER FIXING

CABLE TERMINATION POINT

AIR LOCK

SG2

SPIDER CLIP

GL 3 A4.2

SG2

SG2

SG2

SG2

SG2

MAIN LOBBY INTERIOR

SG2

FFL 0 - GF

FFL 0 - GF 1650

2700 6000

500

3000

AUTOMATIC SLIDING DOOR

1500

500

10000

6 A4.1

OUTER & INNER PODIUM FACADE - TYPICAL PARTIAL SECTION 1:50

OUTER & INNER PODIUM FACADE - TYPICAL PARTIAL SECTION 1:50

7 A4.1

3 A4.1

1650

1500 FRL 9700

GLASS CANOPY WITH SPACE FRAME SUPPORT UNDERNEATH

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

5 A4.2

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

CIRCULAR HOLLOW SECTION MULLION

SG1 1500 4200

SPIDER FIXING

SPIDER FIXING 1500x1500mm PILKINGTON PLANAR LAMINATED SAFETY GLASS

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

INCLINED CHORD STEEL CONNECTOR BASE PODIUM CONCRETE COLUMN

TOP HUNG STEEL TUBE MULLION

1500

SG1

STEEL SPACE FRAME COATED WITH WHITE OXIDE PRIMER VERTICAL CHORD

150mm DIA. CONNECTION BRACING TO COLUMN

FCL 5500

FCL 5500

OUTDOOR

WALKWAY

5500

5500

PODIUM CONCRETE COLUMN

8200

SG1

1500

SG1

1200

SG1

4200

FRL 9700

1500x1500mm OVERHEAD GLAZING PANELS VLAM TOUGH LAMINATED TOUGHENED GLASS HEAT SOAK TREATED, LOW-E, 32mm THICK

WALKWAY

FFL 0 - GF

FFL 0 - GF 500 4 A4.1

10000

500 7 A4.1

OUTER PODIUM FACADE - TYPICAL ELEVATION 1:50

ABPL90118 | APPLIED ARCHITECTURAL TECHNOLOGY MODULE 04 | PODIUM DETAIL

TUTORIAL 21 [LUCA] GROUP C: CHARENSIA PRICILLA ROMPIS [860209]

PODIUM FACADE: GENERAL ARRANGEMENT

A4.1

OUTER PODIUM FACADE - TYPICAL SECTION 1:50 SG1 SG2 GL SD

1500x1500mm PILKINGTON PLANAR LAMINATED SAFETY GLASS - TRANSLUCENT - WHITE COATED FINISHES 1500x1500mm VLAM GLAZING PANELS TOUGH LAMINATED, LOW-E, HEAT SOAK TREATED - TRANSPARENT 15mm CLEAR INSULATED TEMPERED GLASS - TRANSPARENT AUTOMATIC GLASS SLIDING DOOR

1 A4.2

PERSPECTIVE VIEW FROM ABOVE THE PODIUM

2 A4.2

PERSPECTIVE VIEW FROM THE ENTRANCE

FGS 4 ARM HEAVY DUTY POST FIXED SPIDER FITTING POLISHED STAINLESS STEEL FINISH

300

SILICON SEALANT AND BAKER ROD JOINT 1500x1500mm OVERHEAD GLAZING PANELS VLAM TOUGH LAMINATED TOUGHENED GLASS HEAT SOAK TREATED, LOW-E, 32mm THICK

FGS 4 ARM HEAVY DUTY POST FIXED SPIDER FITTING POLISHED STAINLESS STEEL FINISH WELDED JOINT

FRL 9700

1:100 FALL

1500x1500mm GLAZING PANELS VLAM TOUGH LAMINATED TOUGHENED GLASS HEAT SOAK TREATED, LOW-E, 32mm THICK

FRL 3500 FLASHING 30mm DIA. STEEL TUBULAR CONNECTORS WITH END EXYENSION FOR SPIDER FIXING 10mm ALUCOBOND CLADDING PANEL WITH GREY FINISH TIMBER BATTEN SUPPORT

DEAD LOAD CABLE

FIXING BRACKET INCLINED CHORD

STEEL BEAM PRESTRESSED CABLE

HORIZONTAL CHORD

CLAMP POINTS STEEL STRUT

M12 (MEROTSK) SPACE FRAME SUPPORT SYSTEM GALVANIZED STEEL

SILICON SEALANT AND BAKER ROD JOINT

SPIDER CLIP FITTING CURTAIN WALL

INDOOR

FCL 8350

4 A4.2

GUTTER CONNECTION FROM OUTER PODIUM TO INNER PODIUM - SECTION 1:10

AIRLOCK FINISHES STEEL PORTAL FRAME 15mm CLEAR INSULATED TEMPERED GLASS FACADE FGS 4 ARM HEAVY DUTY POST FIXED SPIDER FITTING POLISHED STAINLESS STEEL FINISH

SILICON SEALANT WITH BACKER ROD JOINT GASKET

FRL 9700

1:100 FALL

SILICON SEALANT WITH BACKER ROD JOINT 1500x1500mm OVERHEAD GLAZING PANELS VLAM TOUGH LAMINATED TOUGHENED GLASS HEAT SOAK TREATED, LOW-E COATED, 32mm THICK FGS 4 ARM HEAVY DUTY POST FIXED SPIDER FITTING POLISHED STAINLESS STEEL FINISH STEEL HINGE BOLT CONNECTION TO WELDED PLATE CONTINUOUS STEEL BEAM 150x10mm CHS HORIZONTAL CHORD INCLINED CHORD PILKINGTON PLANAR LAMINATED SAFETY GLASS, TWO PANES, 100mm TOUGHENED GLASS HEAT SOAK TREATED OUTDOOR

CONTINUOUS STEEL BEAM 150x10mm CHS SILICON SEALANT WITH BAKER ROD JOINT

AUTOMATIC SLIDING DOOR ALUMINIUM FRAMED 15mm FOLDED SUBSILL ALUMINIUM FLASHING ALUMINIUM STEEL MESH SILICON SEALANT

TYPICAL SLIDING DOOR ALUMINIUM FRAME BOTTOM CHANNEL 600x600x20mm POLISHED MARBLE TILE

400x400x30mm HONED GRANITE PAVING DPA S2 SLIP RESISTANT 1:100 SLOPED AWAY FROM THE BUILDING

MORTAR LAYER GROUT

MORTAR

600

CONCRETE FILL

1500

20 40

FFL 0 - GF

CONCRETE SCREED

STEEL HINGE AND BOLT CONNECTION TO WELDED PLATE

CONCRETE SLAB

STEEL CONNECTOR BASE

200

500mm DIA. PODIUM CONCRETE COLUMN WATERPROOF MEMBRANE

100x100x13mm STEEL ANGLE

3 A4.2

FIXING BRACKET

STORMTECH 65TRTDI THRESHOLD DRAINAGE MATTE BLACK FINISH

100mm DIA. TUBULAR STEEL STRUT BOLTED TO STEEL JOINT

65mm DIA. 3mm THICK ALUMINIUM SLOT DRAIN

150mm DIA. CONNECTION BRACING TO COLUMN

GLASS SLIDING DOOR CONNECTION TO THE GROUND - SECTION 1:5

ABPL90118 | APPLIED ARCHITECTURAL TECHNOLOGY MODULE 04 | PODIUM DETAIL

150mm DIA. CONNECTION BRACING TO COLUMN

TUTORIAL 21 [LUCA] GROUP C: CHARENSIA PRICILLA ROMPIS [860209]

5 A4.2

PODIUM FACADE: DETAILS

A4.2

SPACE FRAME - FACADE - CONNECTION DETAIL - SECTION 1:10

1500

1500

1500

1500

1500

1500

1500

1500

1500

800

PRODUCED BY AN AUTODESK STUDENT VERSION

1500

LEVEL 27

LEVEL 26

LEVEL 25

LEVEL 25

1

DOUBLE SKIN FACADE ELEVATION - TYPICAL OFFICE FLOOR

2

SCALE 1:50

1500

1500

1500

DETAIL SECTION - TYPICAL OFFICE FLOORV SCALE 1:100

1500

ALUMINIUM COVER PLATE INSULATION PANEL STACK JOINT

INTERNAL

VERTICAL LOUVER PV SPANDREL PANEL SPANDREL PANEL MULLION 800MM CLEARANCE WALKWAY INTERNAL BLIND

EXTERNAL

SUSPENDED CEILING ROD HANGERS ANCHOR BOLT L BRACKET

3

DOUBLE GLAZED GLASS

FLOOR PLAN- TYPICAL OFFICE FLOOR

EDGE BEAM

SCALE 1:50

FIXING BRACKET FLOOR FINISHING CEILING PANEL AIR VENTS BONDEK FIRE STOP

PRODUCED BY AN AUTODESK STUDENT VERSION 4

CLIP ANGLE

EXPLODE AXONOMETRIC DIAGRAM - DOUBLE SKIN FACADE NOT TO SCALE

ABPL90118 | APPLIED ARCHITECTURAL TECHNOLOGY MODULE 04 | TOWER DETAIL

TUTORIAL 21 [LUCA] GROUP C : HAFIZ AZMAN [779902]

A4.3

VP1 - VISION PANEL SP1 - SPRANDEL PANEL PVP - PHOTOVOLTAIC PANEL

VL1 - VERTICAL LOUVER AV1 - AIR VENT

PRODUCED BY AN AUTODESK STUDENT VERSION

ANCHOR BOLTS HALFEN SLAB ANGLE BRACKET HALFEN HTA-TR ANCHOR CHANNEL

SANDWICH INSULATION PANEL DOUBLE GLAZED VISION PANEL

STEEL SUPPORT MEMBER FIXING BOLTS

MULLION MALE

MULLION FEMALE

FIXING BOLT

540

540

540

540

VERTICAL LOUVER PV SPRANDEL PANEL UNDERNEATH

FIXING BOLT INSULATION HOLDING PIN SANDWICH INSULATION PANEL

S.S POP RIVET S.S PEN HEAD SCREW

WEATHER SEALANT STRUCTURAL SEALANT

3

CONNECTION DETAIL - TYPICAL MULLION DETAIL SCALE 1:5

ABPL90118 | APPLIED ARCHITECTURAL TECHNOLOGY MODULE 04 | TOWER DETAIL

TUTORIAL 21 [LUCA] GROUP C : HAFIZ AZMAN [779902]

CLEARANCE WALKWAY/ MAINTENANCE

A4.4

BMU

PARAPET RAILING

1500

1500

1500

1500

1500

1500

100 18

100 280

800

+211.4

1000

LEVEL 50

20MM ASPHALT COATING CONCRETE SCREED TO PRODUCE FALL WATERPROOF MEMBRANE

1200

CIRCULAR HOLLOW SECTION 3000MM SPACING

6500

CORE 1500

VERTICAL MULLION OF UNITISED PANEL

120

1500

SINGLE SKIN GLAZED FACADE

200

SPANDREL PANEL WITH PHOTOVOLTAICS

1100

(PILKINGTON PLANAR LAMINATED SAFETY GLASS- TRANSLUCENT) LEVEL 50

+197.1

1200

600

FIXED VENTILATION LOUVRES (INNER SKIN)

1 A4.1 1500

CROWN PARTIAL ELEVATION 1:50 1500

1500

2 A4.1

1500

1500

CROWN PARTIAL SECTION 1:50

1500

WEATHER SEALANT (TO ELIMINATE WATER INGRESS) 3MM GREY PAVED ALUMINIUM SKIRTING SEALANT FIXED TO SCREED FLAT ROOF DRAIN

MIN 900 TURNING RADIUS

RECTANGULAR HOLLOW SECTION CIRCULAR HOLLOW SECTION 200

FREELY LAID BMU RAILING

1600

GLAZING OF CROWN FACADE TRANSLUCENT WHITE BUILDING MAINTENANCE UNIT

900

BMU SHELTER BMU RAIL BALUSTRADE

500

PARAPET PAVING FINISH (GREY)

BALUSTRADE

100

DOOR TO ROOF

PARAPET

400MMX400MM EURO SLATE PAVERS IN “ATHENS”

2500

WEST FACADE SYSTEM

SOUTH FACADE SYSTEM BLINDS DRAWN BEHIND

3D VIEW OF CROWN NOT TO SCALE

500

180

280

4 A4.1

CROWN PARTIAL PLAN 1:50

3000 3000 1850 3000 3000

BMU RAIL LAID FREELY

3000

TOP LAYER: GLASS

3000 1850 3000

16000

BMU SHELTER

ACTIVE SYSTEM: BIPV NOT TO SCALE

6000

6 A3.1

TELESCOPIC BMU

12000

TYPICAL GLASS MATERIAL NOT TO SCALE

ENCAPSULANT FILM

ENCAPSULANT FILM

BOTTOM LAYER

PHOTOVOLTAIC CELLS

40000

INT ERL 10m 6mAYER m L 8mm mL OW AIR OW E C SPA IRO OA CE NG TIN LAS GG S LAS S

mL OW -E C OA TIN G 1.5GLAS 2m S mS GP 6m

30 mm INSULATED GLASS ASSEMBLY

5 A3.1

3000

12000 SPACER

MATERIAL: ONYX CRYSTALLINE SILICON PV SPANDREL GLASS - EFFICIENCY UP TO 16% - GREATER NOMINAL POWER CAPACITY PER SQFT (WP/ SQFT)

1 A4.1

6000

2 A4.1

3 A4.1

TABLE 4. CROWN - SCHEDULE OF STRUCTURAL ELEMENTS BUILDING MODULE CODE C2 CR1 SL1 PT1

1500 mm

STRUCTURE SECONDARY COLUMN CORE SHEAR WALL COMPOSITE STEEL DECKING FLOOR SLAB

STRUCTURAL GRID

7850 mm

PROFILE

DIMENSION

CIRCULAR HOLLOW SECTION REINFORCED CONCRETE WALL BONDEK STEEL FRAMING POST TENSIONED SLAB

ABPL90118 | APPLIED ARCHITECTURAL TECHNOLOGY MODULE 04 | CROWN FACADE : GENERAL ARRANGEMENT

300 mm dia.

200 mm 590 mm x 52 mm 200 mm

TUTORIAL 21 [LUCA CALVANESE] GROUP C: SANDRA LIN [915202] (INDIVIDUAL COMPONENT)

7 A4.1

A4.5

OVERALL ROOF PLAN 1:500

100

180

500

280

RECTANGULAR HOLLOW MEMBER HORIZONTAL ELEMENT

PANEL STACK JOINT

CONNECTION BRACKETS

40 40 40 3000 1100

1100

TOUGHENED LAMINATED GLASS AND STEEL BALUSTRADE (WHITE TINTED COLOUR)

VERTICAL MULLION

CIRCULAR HOLLOW MEMBER STEEL STRUCTURE BULLNOSE EDGE FINISH TO EXTERIOR OF STEEL AND CONCRETE HOB BOLT SECURING BALUSTRADE TO SCREED AND SLAB (CONCEALED BY PAVERS)

150

SINGLE SKIN GLAZED FACADE

(PILKINGTON PLANAR LAMINATED SAFETY GLASS- TRANSLUCENT)

180

SLOPE CORRECTOR ADJUSTABLE PAVING PEDESTAL EURO SLATE STONE PAVERS IN “ATHENS” D 40MM W 400MM L 400MM WATERPROOF MEMBRANE CONCRETE SCREED TO PRODUCE FALL BONDEK

ALUMINIUM CAPPING AT 2.5 DEGREES

L CONNECTION BRACKET (CONNECTED TO TOP OF SLAB)

A SUPPORT POST VAPOUR BARRIER

JACKING BOLT

INTEGRATED PHOTOVOLTAICS

200

ANCHOR BOLTS CAST INSERT FIRE STOP

20

60 20 40 20

STACKJOINT

120

HORIZONTAL GUTTER EXTERIOR CAP

EDGE BEAM FIREPROOFING STEEL BEAM

1200

SPANDREL PANEL COLOURBACK, (OPAQUE WHITE) ALUM. FOIL FACED 50MM THK INSULATION VAPOUR BARRIER

SPANDREL PANEL WITH PHOTOVOLTAICS

1000

SUSPENDED CEILING SYSTEM COMPRESSED WOOL THERMAL INSULATION BLIND PELMET DOUBLE SKIN CURTAIN WALL

MULLION HORIZONTAL LOUVRE SYSTEM

150

BOLT PLATES CONNECTING LOUVRE TO MULLION

150

MEGACOLUMN (BEHIND)

CAPRAL EXTRUDED LOUVRES ALUMINIUM HORIZONTAL SUPPORT MOVEABLE JOINT CONNECTION ALUMINIUM CONNECTION ROD

1000 245

1 A4.2

SECTION DETAIL 1:10

1600

320

200

80

200

40

150

2 A4.2

BMU RAIL DETAIL AND PARAPET EDGE 1:10

FREELY LAID BMU RAIL, COMPONENTS LAID ON ROOF FINISH WITH NO PENETRATION

CONNECTION PANEL FIXING RAIL TO GALVANISED STEEL POSTS FLOOR BENEATH ASPHALT FINISH

345 20

250

75

WHITE COLOURED GLASS AND STEEL BALUSTRADE ALUMNIUM FLASHING OVER PARAPET BALUSTRADE HOB CONNECTION ON SLAB 2 LAYERS ASPHALT FINISH WATERPROOF MEMBRANE CONCRETE SCREED TO PRODUCE FALL WATERPROOFING CONCRETE SLAB /CORE ROOF

SLAB FALL DOWN FROM PARAPET

20

BMU DASHED IN ABOVE SHOWING SIZE

250

STEEL AND GLASS BALUSTRADE 1100MM HIGH FLASHING OVER PARAPET EDGE PARAPET EDGE, EDGE OF LIFT OVERRUN

SECONDARY TRACK RAIL SUPPORTING OVERHANG DOME SHAPE ROOF DRAIN

3 A4.2

ABPL90118 | APPLIED ARCHITECTURAL TECHNOLOGY MODULE 04 | CROWN FACADE: DETAILS

TUTORIAL 21 [LUCA CALVANESE] GROUP C: SANDRA LIN [915202] (INDIVIDUAL COMPONENT)

A4.6

CORE PARAPET BALUSTRADE SECTION DETAIL 1:10