AAT_T04_Group A_Di_Mingxuan_Dongyao by Di Wu

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

Team Member

Tutor

Tutorial N.

Di Wu

Dongyao Zhang

Mingxuan Ze

Mark Lam

DESIGN DEVELOPMENT REPORT

860315

Due Date

1137663

1190844

18 June 2021

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 Di Wu Dongyao Zhang Mingxuan Ze Contents Part 1 – Project Synopsis 1.1 1.2 1.3

Vertical Strategy (Dongyao Zhang) Structural Concept (Mingxuan Ze) Facade Concept (Di Wu)

Part 2 – General Arrangement Drawings A1.1: Stacking: Massing Overview A1.2: Stacking: Plans and Sections A1.3: Stacking: Model and 3D Views/Diagrams A2.1: Structure: Precedents and Structural Concepts A2.2: Structure: Plans and Sections A2.3: Structure: Podium and Diagrams A3.1: Envelope: Precedents and General Arrangement A3.2: Envelope: Podium Facade and EBS Analysis A3.3: Envelope: Office and Crown Facade Sections Part 3 – Detailed Design Drawings A4.1 Podium Façade: General Arrangement A4.2 Podium Façade: Details A4.3 Typical Office Façade: General Arrangement A4.4 Typical Office Façade: Details A4.5 Crown Façade: General Arrangement A4.6 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 Subject Coordinator: Dr Giorgio Marfella

1.1 VERTICAL STRATEGY

Site Plan

Author

Student ID

Dongyao Zhang

1137663

Core Diagram

Medium Office Lift Core

High Office Lift Core

Goods/Hotel Lift Core

Strategy Diagram

Sun Diagram

Wind Diagram

Circulation Diagram

Ventilation Diagram

View Diagram

SITE BACKGROUND The tower completed as a landmark building in Melbourne's CBD. It is located at the intersection of Lonsdale and Spring Streets, with direct horizontal and vertical connections to the Metro and transport system. To the north, west and south of the site, the block is surrounded in diverse forms by a variety of commercial, residential premises, entertainment and catering facilities and is a hub of diverse urban content. In addition, the site is adjacent to an urban park, which provides the tower with an outstanding view of the city. The point of contact between the gridded urban texture and the organic natural form provides the tower with a vibrant atmosphere. In such a compatible place, the architectural layout promotes a strong visual image in the area and a dialogue and integration with the existing surroundings s a new architectural landmark tower in Melbourne's CBD. DESIGN CONCEPT The scope of the design is to create a modern aesthetic and technically integrated architecture with hybrid functions, containing multiple commercial, residential and office uses. The tower maximises natural light and ventilation with its streamlined, unified building form and complex facade design. Through this curved shape, internal and external spaces are smoothly connected. The tower is similar in plan for the most part, with multiple connecting spaces at the junctions of the internal and external facades, providing air flow while keeping the spaces open. This hybrid of architectural types creates a continuous flow of space, which allows for a more active function within. VERTICAL STRATEGY The tower is 45 floors in total. The height is 245 metres. The total GFA is 79,420 m² and the average floor ratio is around 84.4%. The ground floor 1 and 2 are podium floors with a total height of 20 m. Floors 3 to 31 are available for rent as offices with a height of 4 m. Above the 32nd floor are hotel facilities with a height of 3.5 m per floor. The service core is located in the middle of the tower and includes 2 goods lifts with express access and 14 passenger lifts. There are a total of five mid-rise lifts, located in the north-east section, serving the office zone, and five high-rise lifts, located in the south-east corner, serving the office area. The goods lift and the hotel lift are adjacent to each other, located in the south-west corner, with two lifts each to reach the top floors of the tower. There are four groups of lifts, which contribute to vertical efficiency. ENVIRONMENT The tower mainly orients east and west and the glazing of the tower is mainly double glazed with a high performance low E coating. The curved shape helps to reduce the effects of wind. The central ventilation system is designed in conjunction with the double facade and in conjunction with the ventilation parts inside the tower to complete the air circulation between the interior and exterior of the tower, which saves interior energy and increases the comfort of the occupants.

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

Author

1.2 STRUCTURAL CONCEPT

Mingxuan

Student ID

1190844

40000 3800

4050

EB1

3800

EB1

EB1 B1

EB1

4050

4900

3 B2

EB1

4050

42000

4050

8 EB1

4050

EB1

10 EB1

4700

EB1 EB1

EB1

4700

4050

EB1

3800

4050

3800

40000 A

40000 3800

4050

EB2

3800

EB2

4050

EB2

4050

EB2

4050

4900

EB2

4050

BEAM

CORE

4050

COLUMN

8 EB2

EB2

4050

OUTRIGGER TRUSS

4050

MEGA COLUMN

4050

BELT TRUSS

4050

42000

4050

10 EB2

4700

EB2 EB2

EB2

EB1

EB2

EB1

EB2

4050

4700

4050

EB2

3800

40000 A

The structure system of DID TOWER is a "core- tube in tube system - outrigger truss – mega frame ", which consists of four parts: concrete composite core, concrete beam-column tube in tube system, outrigger truss and mage frame with supports the facade. A hollow space is created by connecting the outrigger structure and the outer facade together with an extension arm truss. This space can be used for ventilation. If people stand at the podium, the view will not be restricted and people will be able to enjoy the view of upper floor. CORE The Elevator core which provides the rigidity of the structure has a rectangular configuration. The size of the building core wall gradually decreases as it passes through the low rise, middle rise, high rise and sky rise. The thickness of core is 600mm in the lowest rise and 300mm in the sky rise. Likewise, the elevator bank gradually decreases as the tower reaches different parts of the building, thereby increasing elevator efficiency during peak usage hours. Sanitary facility areas, pipe voids and other storage cabinets are also included in the core area. The core is a place where connects beams together to resist lateral forces. This is how tube in tube structure system works to resist lateral forces. TUBE IN TUBE SYSTEM The floor plates are constructed from post-tensioned (PT) concrete slabs. Post-tensioned concrete is cost-effective and is predictable in Melbourne as standard practice. The slab is 150mm thick while the edge beams have 4050mm spans (1350 * 3) with a width of 600mm and depth of 900mm in low rise and width of 600mm and depth of 500mm in sky rise (In case the height of the curtain wall of the hotel is too low). The main beams in the slab have a 11900mm span, a width of 1500mm and a depth of 500 while the corner beams have a 400mm depth but a width of 1200mm. The columns follow a 4050mm grid, which gives the project equal to 1350mm module to work with when laying out the unitized curtain wall system. The interior concrete mega column is 750*750mm. OUTRIGGER TRUSS AND MEGA FRAME The installation of the outrigger truss can effectively reduce the lateral shift of the structure and the bending moment borne by the core under the horizontal load. It also connects outer mega column and interior mega column together. The outer mega columns are bound by belt trusses. Belt trusses have a strong restraining effect on the outer mega columns connected to them. PODIUM STRUCTURE There is no typical roof structure because we adopt the design of fusion of tower and podium. Outer Mega columns sit on the arch truss and the forces are transmitted to the arch truss through the mega column. This ensures the integrity of force transmission.

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

1.3 FACADE CONCEPT

Inner Curtain Wall

Curtain Wall Support System

Author

Student ID

Di Wu

860315

Outer Curtain Wall

Perimeter Girt Perpendicular Struts Atrium Floor Slab Sag Rods

ENVELOPE CONCEPT DID TOWER is designed as a holistic, elegant, and fluid glass box by integrating the tower and the podium. The mellow form stemmed from aesthetic reasons and the purposes to reduce the wind load on the envelope. Inspired by the advantages (the energy-saving and spatial quality) of the Shanghai Tower's double curtain wall system, DID Tower adopted its own double curtain wall design and made the most of the in-between space FAÇADE AND STRUCTURES The curtain wall system consists of three main parts: 1) the outer curtain wall, 2) the curtain wall support system, and 3) the inner curtain wall. The outer curtain wall is an upright stepped curtain wall system with flat quadrilateral glass panels that precisely match the geometry of the tower, extending from the podium to the top of the crown. The inner curtain wall geometry is relatively simple, with a filleted rectangular shape. The unitised curtain panels are of a regular rectangular shape and matched to the fillet of the floor slab. The external curtain wall is a glazing system with the pressure equalisation cavity and thermal break. The glazing is two layers of laminated toughened Low-E reflective glass. To maintain the smoothness of the façade, no external horizontal or vertical sunshades are used. The glazing is screen printed with gradient layers for shading. The internal curtain wall is supported by the main structural floor slabs via L-brackets. With the protection of the outer curtain wall, high water resistance is not required here, but the mullions with multi-cavity maintain airtightness. The vision panel is Low-E toughened glass. The single spandrel panel is lined with thermal insulation. The gaps between the curtain wall and the main floor slabs are filled with fire stop. The support structure is curved perimeter girts at each floor. They are suspended from the main structure at the Mechanical floor of each zone by a series of coupled sag rods. The perimeter girt is also fixed to the outer mega-column. They are also supported on perpendicular struts. The perpendicular strut is connected to the main structure to transfer the horizontal load of the external curtain wall to the internal floor slab of the tower. The perpendicular struts are rigidly connected to the outer perimeter girts and connected to the floor edge beams by pin joints to allow for slightly upward and downward movement of the façade PODIUM CURTAIN WALL SYSTEM The podium curtain wall uses cable truss system and point support curtain wall to increase transparency. Vertical pre-tensioned trusses taut between the arch trusses and floor beams Spacer struts support the loads on the podium curtain wall in compression. The glazing is the single pane of laminated glass. PASSIVE AND ACTIVE SYSTEM DESIGN Atrium space allows daylighting access. Heat goes up to the top of the atrium and is expelled out through the weatherproof louvres under the upper atrium slab for natural ventilation. Meanwhile, the mechanical floors equipped with HVAC for temperature control and ventilation supply the cool air. Horizontal and vertical interior sunshades can be added to the interior of the north and west façades respectively. Heat gain is reduced primarily through screen-printed gradient layers on the glass

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

PART 2 GENERAL ARRANGEMENT DRAWINGS

Perspective View Render

Render

Stacking Strategy Diagram

View from Carlton Gardens

Aerial View

Medium Office Lift Core

Form Step 1

View from Parliament Reserve

Sky View

High Office Lift Core

Form Step 2

View from Gordon Reserve

Street View

Goods/Hotel Lift Core

Form Step 3

Precedents

Nanjing Suning Plaza, 2023

Shanghai Tower, Gensler, 2015

KK100, TFP Farrells, 2007

• Form Relationships between the tower and podium/plaza.

• Form design of the building facade • Form suspension and connection

• Design ideas for podium • Outwardly extending flowing canopy

PROJECT

TITLE

DID TOWER

SUBJECT

A 01 FINAL

Applied Architectural Technology

DRAWN BY

TUTORIAL NUMBER

GROUP NUMBER

SCALE(@A1)

Di Wu Dongyao Zhang Mingxuan Ze

Group A

As Indicated

STUDENT ID

TUTOR

CHECKED BY

DATE

860315 1137663 1190844

Mark Lam

Di Wu Dongyao Zhang Mingxuan Ze

18/06/2021

SHEET NUMBER

K J I H

0 490 0 405

0 405

0 405 0 405 0 470 0

405

0 405

0 470

400

405

G F

405

0 405

1418*28=39704m2 C

0 405

K J I

405

84.4%

0 405

0 405 2

Office

4*28=112m

405

20m

C 7

405 0

405

470

0 380 11

Podium

405 0

405

420

405

405 0 405

405

400

405

Height

405 0 405

K J

0 405

405 0

405 0 405

0 405

0 380

405

405 0

405

J I H

0 490

405

0 0 405

Crown

D C

B A

40m

420

405

0 405

Total Height

490

405

0 380

8*3=24m

405

405 405

Colour - Coded Plan

245m

405

470

405

0 405

405

420

0 380

405

0 405

405

405 0

405

405 0

470

0 380

40000

Sky Rise Hotel

3800

4050

D C

4050

3800

4900

4050

3800

4050 4050

4050

6 10

7 11

56.000

4050 4050 4050 4900 4050

40000 F

3800

4050

I I

4050

3800

4050

4050 4050

4050

4050 E

40000 40000

4050

4050 4050

3800

4050

4700 4900

3800

4050

3800

40000 A

4050

1 5

4050

40000 F

3800

4050

4050 I I

4050

24.000

20.000

9 2 6 10

4900 4050 4050 4050 42000

4050 4050

4050

GFA

1680m2

NLA

1418m2

Core Area

262m2

Efficiency

84.4%

Height

4050

3800

3800 5 9

4050

3800

6 10

1:500@A1

2 7 11

40000

12.5m

50m

25m

11 3

4050

Level 04 - 17 Medium Rise - Office 8

GFA

1680m2

NLA

1418m2

3800

4050

Core Area A

4050

4050 40000

4050

262m2 G

84.4%

Height

3800

4050

42000

4050

Efficiency

4050

50m

10 2

4050

PODIUM 0M-20M

4 8

1:500@A1

12.5m

25m

50m

4700

25m

4050

3 7

12.5m

4050

3800

4050

28.000

1:500@A1

4050

3800

4050

32.000 B

4050

40000 A

4050

4700 4050

4050

3800

4050

36.000

3800

4050

Level 18 - 31 High Rise - Office 3800

3800

4050

40.000

4700

44.000

40000

10 6

3800

40000

50m

25m

40000

12.5m

3800 J

4900

42000

4050 3800

1:500@A1

4050

C C

4050

B B

11 7

3800

4050

3.5m

4050

3800

4050

4700

4050 4700 4050

4050

10 6

Height

4050

89.9%

4050

4700

311

4050

3800

42000

40504900 4050 4050 4050 4050 4900 4050 4050 4050 4050 4050 4050 4050 4050 4050 47004050

48.000

52.000

4050

3800

4050 4050

40504900 4050 4050

3800

8 4

60.000

4050

4900

5 9

4900

68.000

64.000

4050

3800

4050

40000 A

4050

72.000

4050

76.000

42000

4700

4050

3800

4050

4700

11 4 8

4050 G

4050

6 10

4050

3800

40000

4050

6 10 2

42000

4050

84.000

4050

42000

4 8

4050

10 3 7

88.000 A

4050

4700

4050 40000

4050 9

3 7

4050

4900

4050

92.000

4050

2 6

4050

2 6

5 9

96.000

4050

3800

171m2

40000

Efficiency

5 19

4050

4050 40504900 4050 4050 4050 4050 4050 4050 47004050 4050 3800

1 5

4050 4050

42000

47004050

4050

5 9

42000

4050 4050 4050 4050

4 8

100.000

3800

4050

3800

42000

4050

4900

4050

104.000

4050

4050 4050

3 7

4050

3800

4050

4900

4050

40000

4050

40504900

108.000

4050

4050 C

4050 4050

4050

Core Area

4 8

4050

1509m2

4050

112.000

4900

4900 4050 A

6 10

3800

MECHANICAL FLOOR

4050

40000 A

2 6

4050

NLA

4050

40000

116.000

4050

1680m2

4050

3800

4050

GFA

4050

3 7

4050

2 6

4050

42000

4050

42000

4050

Level 32 Hotel Lobby

42000

4050

3800

4050

3800

4050

4050 4900

4050

120.000

4050 4050

2 11

4050

40504050

4050

3800

4050

MEDIUM RISE OFFICE 20M-76M 14F

4700

124.000

40000 3800

4050

LOW RISE OFFICE 84M-140M 14F

3800

9 1

11 C

4050

128.000

4050

40000

4050

4050 4050

132.000

4050

4050 4700 4050 4050 405040504900 40504050 4050

4050

4900 4050 4050

4050

47004050

136.000

4050

140.000

4050

4 9

3800

40000 A

4700

4050

311

4900

4050

148.000

4050

7 3

151.500

4050

6 10 2

42000

4700

5 19

4900

42000

4050

4050 4700

4050

3800

4050

155.000

3800

4050

162.000

MECHANICAL FLOOR

4050

3800 J

4050 4050 4050 4050 4050 4050 4050 47004050

4050

158.500

4050 G

4050 I

3800

4050 4700

4050

4 8

6 10

40000

165.500

3800

4050

4050 G

4050

4700 4900

4050

50m

25m

4050

4050 E

4050

4050 4900

4050

4050 9

3800

40000

40504050

4050

169.000

4050

3 7

172.500 A

5 9

2 6

176.000

40504050

4050 40504900 4050 4050 4050 4050 4050 4050 47004050 3800

2 6

4 8

4050

4050 4050

42000

47004050

5 9

179.500

3 7

4050 4050

4 8

1 5

42000

4050 4050 4050 4050

3 7

183.000 1

3800

40504900

4050 D

40000 40000

40000

4050 4050

3800

4050

42000

4050

4900

4050

186.500

4050

12.5m

4050

3800

4050

4050 4700 4050 4050 405040504900 40504050 4050

4050

190.000

4050

Medium Office Lift

193.500

4050 E

40000

4 1

HOTEL 148M-197M 14F

4050 C

4900

4900 4050 A

4050

6 10

197.000

2 6

3800

High Office Lift

3.5m

4050

3800

4050 4050

4050

47004050

4050

3800

4050

42000

4050

42000

4050

42000

4050

42000

4050

42000

4050

Height

11 A

42000

3800

89.9%

4700

40000

MECHANICAL FLOOR

Efficiency

1:500@A1

4700

40504050

4050 4050

4050

171m2

4700

Hotel Lift

205.000 A

Core Area

4050

Goods Lift

1509m2

4050

Mechanical Floor

NLA

4050

Basement

1680m2

4050

42000

GFA

4050

Low Rise Podium

Level 33 - 45 Sky Rise - Hotel

B A

Hotel Lobby

Medium Rise Office

H G

0 405

High Rise Office

400

050

4050

4700

42000

405 0

3800

±0.000

4050

3800

40000

MECHANICAL FLOOR

-6.000

-9.000

-12.000

PROJECT

TITLE

DID TOWER

SUBJECT

A 01 FINAL

Applied Architectural Technology

DRAWN BY

TUTORIAL NUMBER

GROUP NUMBER

SCALE(@A1)

Di Wu Dongyao Zhang Mingxuan Ze

Group A

As Indicated

STUDENT ID

TUTOR

CHECKED BY

DATE

860315 1137663 1190844

Mark Lam

Di Wu Dongyao Zhang Mingxuan Ze

18/06/2021

SHEET NUMBER

H G

405

C B

Mechanical Floor

405

E D

3.5*14=49m

400

405

G F

000

0 380

405 470

Hotel

405

Overall Section Diagram

0 405

0 380

Efficiency

405

0 405

00 420

405

0 405

0 470

405

0 490

0 405 0 405 0 405

0 405

405

400

79420m2

Total GFA

0 405

F E

0 405

0 405 0 405 0 405

0 380

405

0 490

8860m2

Poudium Area

00 420

0 405

00 420

0 405

405

1418*14=19852m2

Hotel Area

00 420

0 405

0 490

405

405 0

K J

405

0 405

Office Area

0 380

0 405

405 0

405

0 380

0 405

0 405 0

0 380

405

262m2

405 0 405

405

B A

1418m2 0 405

0 380

0 405

0 405 0 405 0 405

00 420

Core Area

1680m2

0 405

J I

0 405 3

0 405

00 400

0 490

NLA

0 405

0 380

GFA

405

Area

0 405

Overall Data

050

405

Section View

405

400

0 490

405

F E

0 380

405

Location Plan Diagram

Site Shadow Diagram Winter Solstice 21/06/2021 10:00

12:00

14:00

12:00

14:00

Summer Solstice 22/12/2021 10:00

Site Plan(Podium)

5120

3325

Concept Diagram

4050

49040 4050

4050

3325

4870

1920

VOID

6100

-2

-3

Hotel Lobby / Automobile 4S Shop

Administration Office

-2

6100

-3

1920

Section 2

2000

2000 3675

-1

3675

-1

View Diagram

The tower faces mainly east-west, the direction of sunrise and sunset over the site. Because the height of the tower is higher than the average of the surrounding buildings, the interior receives plenty of light.

The tower is ideally located, with the low-rise area gaining views directly from Parliament Reserve. The offices could gain views from Gordon Reserve, and the guesthouse could gain views from Carlton Gardens.

Wind Diagram

Circulation Diagram

The wind in the site blows mainly from the north and south, and south westerly is the strongest cold wind in coolder months with a small amount of wind coming from the west and the least from the east.

There are two entrances to the podium part, one on the main road spring st and the other on the secondary road Lonsdale St

Ventilation Diagram

Skin/Facade Diagram

The internal ventilation of the tower lies mainly at the mechanical level. There are three mechanical levels, connecting the exterior facade.

The tower has two skins, the interior is the main building part, maintaining its geometric shape, while the exterior facade connects the crown and podium in a streamlined form, resembling the skirt of a building.

4425

Sun Diagram

4050

Building Reception

4050

Tenancy

4050

69315

Office Lobby

69315 4050

4050

Section 1

Setback 14600

4050

Tenancy

4050

4225

4050

Tenancy

Tenancy 6470

Tenancy

6470

Tenancy

5120

3325

4050

3325

4870

49040

Loading Bay A0

Section 2

1:150@A1

10m

20m

The layout of the center core is designed, with 1.35M as a basic module and 16.2 * 16.2M square core, including two fire stairs, two goods lifts and 14 ordinary lifts. The office floor has four offices on each floor.

PROJECT

TOTAL GFA

8860m2

GF GFA

3570m2

1st GFA

2750m2

2nd GFA

2540m2

Core Area

262m2

Total NLA

8598m2

Efficiency

97%

Height

8m/6m/6m

FAR

14.1

TITLE

DID TOWER

SUBJECT

A 01 FINAL

Applied Architectural Technology

DRAWN BY

TUTORIAL NUMBER

GROUP NUMBER

SCALE(@A1)

Di Wu Dongyao Zhang Mingxuan Ze

Group A

As Indicated

STUDENT ID

TUTOR

CHECKED BY

DATE

860315 1137663 1190844

Mark Lam

Di Wu Dongyao Zhang Mingxuan Ze

18/06/2021

SHEET NUMBER

Precedents

Shanghai Tower Core Structure Diagram

Shanghai Tower Structure 3D View

3D Structure Diagram

Shanghai Tower, Gensler, 2015 Double Skin System

Shanghai Tower, Gensler, 2015 Facade Structure

Overall A-A' Section A

Crown Frame

205.000

MECHANICAL FLOOR 197.000

193.500

190.000

186.500

183.000

Slab For Hotel/Office

HOTEL 148M-197M 14F

179.500

176.000

172.500

169.000

165.500

162.000

158.500

155.000

151.500

148.000

Beam System MECHANICAL FLOOR

140.000

136.000

132.000

128.000

LOW RISE OFFICE 84M-140M 14F

124.000

120.000

116.000

112.000

108.000

104.000

100.000

Slad with balcony between two layers of skin

96.000

92.000

88.000

84.000

MECHANICAL FLOOR 76.000

72.000

68.000

64.000

60.000

MEDIUM RISE OFFICE 20M-76M 14F

Belt truss, Outrigger truss, Mega column

56.000

52.000

48.000

44.000

40.000

36.000

32.000

28.000

24.000

PODIUM 0M-20M

20.000

Entrance Struture

±0.000

MECHANICAL FLOOR -6.000

-9.000

-12.000

1:500@A1

PROJECT

TITLE

DID TOWER

SUBJECT

A 02 FINAL

Applied Architectural Technology

12.5m

25m

DRAWN BY

TUTORIAL NUMBER

GROUP NUMBER

SCALE(@A1)

Di Wu Dongyao Zhang Mingxuan Ze

Group A

As Indicated

STUDENT ID

TUTOR

CHECKED BY

DATE

860315 1137663 1190844

Mark Lam

Di Wu Dongyao Zhang Mingxuan Ze

18/06/2021

50m

SHEET NUMBER

3800

3800 1

EB1

EB1 EB1

EB1

2 B2

EB1

4050

EB1

3 EB1

4 EB1

4050

EB1

8 EB1

10 EB1

4700

EB1 EB1

EB1

3800

4050

1:200@A1 Office Plan

3 EB2

EB2

8 EB2

EB2

9 EB2

EB2 B2

10 EB2

EB2 EB2

EB2

EB1

EB2

EB1

EB2

3800

4050

1:200@A1 Hotel Plan

20m

10m

EB2

4050

3800

40000

40000 A

EB2

4700

EB2

4700

4050

EB2

4050

EB1

EB2

4050

9 EB1

4050

EB1

EB2

4050

EB2

4050

EB2

4050

7 EB1

EB2

4050

EB1

3800

4050

EB1

4050

42000

4050

EB1

4050

EB1

4050

EB2

4050

EB2

4050

EB2

4050

4 EB1

4050

EB2

4050

EB1

EB2

4050

42000

EB1

4050

EB1

4900

EB1

4050

4900

EB1

4050

4900

4050

4900

4050

42000

4050

40000

40000 3800

4050

4700

20m

10m

11900 3800 B

4050

40000 3800

4900

EB2 B

B1 D

HC F

900

4050

1:200@A1 Crown Plan

10m

10 H

EB1

4900

EB1

3 B2

EB1

H EB1

11900 4050

4050

EB1

4050

EB1

C1 B1

EB1

EB2

EB1

8 EB1

EB1

MAIN CORE WALLS LOWER FLOORS EB1 : 400MM HIGHER FLOORS: 2OOMM

9 EB1 B2

EB1

1 : 100

SUBJECT

Applied Architectural Technology

Section 1

A 02 FINAL

3800

10m

1 : 100

1:100@A1 Office Section

DID TOWER

EB1

3800

TITLE

Section 1

20m

PROJECT

4050

INTERNAL NON LOAD BEARING WALLS : 150MM EB1

4050

4900 4050 4050 42000

3800

40000 A

2.5m

4700

2400

4050

4000

4700

900

4700

3800

4000

4050

3550

4050

4050 900

4050

3500

2400

EB2

EB1

3800

EB1

4050

42000

4050

EB1

4050

3800

11900

4050

EB1

4050960 150 4050

4050

EB1

4050960 150 4050 2650

4050

EB1

4050 2650

42000 C

2400

3550

4050 4050

EB1

3 1:100@A1 Hotel Section 0m

4050

42000

4050

A’

4050

3800

4050

40000

4050

4900

4050

4700

4050

900

4050

2400

4050

3500

3800

Section 2 1 : 100

2.5m

4050 A

4050

4050 B

10m

4050

4050 C

4050

4050 D

4050

3800

40000 D

DRAWN BY

TUTORIAL NUMBER

GROUP NUMBER

SCALE(@A1)

Di Wu Dongyao Zhang Mingxuan Ze

Group A

As Indicated

STUDENT ID

TUTOR

CHECKED BY

DATE

860315 1137663 1190844

Mark Lam

Di Wu Dongyao Zhang Mingxuan Ze

18/06/2021

SHEET NUMBER

3D Structure Diagram

Office 3D Diagram

Hotel 3D Diagram

Podium Structure Plan A0

5120

3325

4050

49040 4050

4050

3325

4870

Exploded Diagram PCW

-3

EB1

1920

EB1

VOID

EB1

6100

EB1

-1 0

3675

VOID

EB1

2000

-1

-2

2000

1920

VOID

6100

-2

-3

PAT

B2 SMG

4050

SMG B2

4050

SMG

4050

SMG

4050

8 B2

4050

SMG B2

4225

SMG

4050

Hotel Exploded Diagram

SMG

4050

69315

SMG

69315

4050

4425

4050

12 B2

EB1

6470

EB1 EB1

EB1

5120

3325

4050

3325

4870

49040 A0

1:200@A1 Podium Plan

10m

20m

Office Exploded Diagram

PROJECT

TITLE

DID TOWER

SUBJECT

A 02 FINAL

Applied Architectural Technology

DRAWN BY

TUTORIAL NUMBER

GROUP NUMBER

SCALE(@A1)

Di Wu Dongyao Zhang Mingxuan Ze

Group A

As Indicated

STUDENT ID

TUTOR

CHECKED BY

DATE

860315 1137663 1190844

Mark Lam

Di Wu Dongyao Zhang Mingxuan Ze

18/06/2021

SHEET NUMBER

Facade Panel Elevation

Precedents

1350 1350

1350

SPANDREL PANEL

PERPENDICULAR OUTRIGGER ANCHOR & PIN CHAMBER CONCEALING THE JOINT

4000

PERPENDICULAR OUTRIGGER ANCHOR & PIN

2575

CHAMBER CONCEALING THE JOINT

MULLION VISION PANEL

MULLION VISION PANEL 1425

900X600 CONCRETE PRIMARY BEAM

Shanghai Tower Diagram

1350

SPANDREL PANEL

1350 1425

1350

Shanghai Tower Facade Diagram

750X750 CONCRETE

4080

750X750 CONCRETE

Main Entrance Elevation

MEGACOLUMN 2655

1350

MEGACOLUMN

750X750 SHS MEGACOLUMN

PERPENDICUALAR STRUT

100 HORIZONTAL MULLION 250X250 PERIMETER GIRT GLAZING PANELWITH SILK SCREEN PRINTING SUNSHADING

SILICONE SEAL

Facade Render

1:500@A1

12.5m

25m

50m

PROJECT

TITLE

DID TOWER

SUBJECT

A 03 FINAL

Applied Architectural Technology

DRAWN BY

TUTORIAL NUMBER

GROUP NUMBER

SCALE(@A1)

Di Wu Dongyao Zhang Mingxuan Ze

Group A

As Indicated

STUDENT ID

TUTOR

CHECKED BY

DATE

860315 1137663 1190844

Mark Lam

Di Wu Dongyao Zhang Mingxuan Ze

18/06/2021

SHEET NUMBER

Podium Facade

Facade Elevation 20.000

750

Office

100

250

ADJUSTABLE FIXING BRACKET

GLA

150 CONCRETE SLAB 80MM THERMAL INSULATION

SCR

SUN

COLOURBACK GLASS

SIL

50MM VENTED AND DRAINED CAVITY 900X600 CONCRETE PRIMARY BEAM CEILING

EBS Diagram

750*750 CONCRETE COLUMN

LAMINATED GLASS SPIDER STEEL TENSION ROD

HORIZONTAL STEEL TUBE Ventilation Diagram

Summer Sun Diagram

CONCRETE STRUCTURE

REVOLVING DOOR

±0.000

Podium Facade Section 1:50@A1

2.5m

Ground level

Winter Sun Diagram

3D Facade Diagram

PROJECT

TITLE

DID TOWER

SUBJECT

A 03 FINAL

Applied Architectural Technology

DRAWN BY

TUTORIAL NUMBER

GROUP NUMBER

SCALE(@A1)

Di Wu Dongyao Zhang Mingxuan Ze

Group A

As Indicated

STUDENT ID

TUTOR

CHECKED BY

DATE

860315 1137663 1190844

Mark Lam

Di Wu Dongyao Zhang Mingxuan Ze

18/06/2021

SHEET NUMBER

13 2650

Office Facade OPTIONAL VERTICAL SHADING PANEL

FFL 52.18m

150 CONCRETE SLAB 900X600 CONCRETE PRIMARY BEAM

1310

HORIZONTAL SHADING PANEL EXTERNAL GLAZED PANEL

CEILING HANGER

WITH SILK-SCREEN

CEILING 125MM FIRE-STOP 80MM NOT COMBUSTIBLE

PRINTING SUNSHADING 2690

250x250 SHS PERIMETER GIRT φ250 CHS PERPANDICULAR

THERMAL INSULATION

OUTRIGGER FOR SUPPORTING

ADJUSTABLE FIXING BRACKET

GIRTS

GROUT FILLED-IN

FFL 48.18m

FFL 48.08m

1310

VENTILATION LOUVRES

OUTRIGGER TRUSS 2690

BACK PANEL 50MM VENTED AND DRAINED CAVITY

BELT TRUSS

COLOURBACK GLASS

1310

FFL 44.18m

750X750 CONCRETE MEGACOLUMN

2690

Facade Elevation 750X750 SHS MEGACOLUMN

100 HORIZONTAL MULLION 250X250 PERIMETER GIRT

FFL 40.18m

GLAZING PANELWITH SILK SCREEN PRINTING SUNSHADING

1350

SILICONE SEAL

Office Facade Section

1:50@A1

2.5m

Crown/Parapet Facade

50MM THK TIMBRE TRAP DOOR CONCEALING BMU TRACK

STEEL GIRT FRAMING

FLOOR DRAIN MODULE W/OVERFLOW DRAIN

3MM FOLDED STEEL PARAPET CAPPING PIECE AT 2.5 DEGREE SLOPE SG TRANSOM

'BUZON' PEDESTAL @ 2000MM C/C

SG SPANDREL 300MM THICKEN RC SLAB

SHS STEEL SUB-STRUCTURE

C Crown Facade Section

PROJECT

TITLE

DID TOWER

SUBJECT

A 03 FINAL

Applied Architectural Technology

1:50@A1

2.5m

DRAWN BY

TUTORIAL NUMBER

GROUP NUMBER

SCALE(@A1)

Di Wu Dongyao Zhang Mingxuan Ze

Group A

As Indicated

STUDENT ID

TUTOR

CHECKED BY

DATE

860315 1137663 1190844

Mark Lam

Di Wu Dongyao Zhang Mingxuan Ze

18/06/2021

SHEET NUMBER

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

PART 3 DETAILED DESIGN DRAWINGS

03 A4

36.000 24.000

32.000 20.000

02 A4

28.000

03 A4

24.000

20.000

01 A4

04 A4

06 A4

±0.000

05 A A4

2000

FACADE OF ENTRANCE

240450

1200

1/50

2000

240450

B A4

1200

4220

B-B’ SECTION

1200

1/50

4220

1200

A A4

450240

2000

FACADE OF ENTRANCE

2000

B A4

2000

1/50

450240

2000

B-B’ SECTION 1/50

2000 ASSA ABLOY UniTurn -16 two-wing high capacity automatic revolving door

B REINFORCED CONCRETE WALL

C A4

PLAN OF A 1/50

ENTRY MAT

E A4

01 A4 REINFORCED CONCRETE WALL

ENTRY MAT

01 A A4

PRODUCTS SCHEDULE

C A4

E A4

DOUBLE PLAN OF A CABLE TRUSS STRUCTURE

1/50

PRODUCTS SCHEDULE

TF35 Flat Cap Routel MATERIAL: 316, 304

Spider 200A Series MATERIAL: CD3MN

UNITURN-16 REVOLVING DOOR

INSIDE

DOUBLE CABLE TRUSS STRUCTURE G 6 0 3 G RA N I T E S K I R T I N G BOARD LIGHT GREY POLISHED

FACADE OF ENTRANCE 1/50

UNITURN-16 REVOLVING DOOR

B A4

B-B’ SECTION OUTSIDE 1/50INSIDE

A A4

FACADE OF ENTRANCE 1/50

A A4

FACADE OF B-B’ SECTION B ENTRANCE 1/50

B A4

1/50

B-B’ SECTION 1/50

Q01A Series Stainless Steel Tension Rod

MAUS-D Galvanized Undercut Anchor

OUTSIDE

M AU S - L S t a i n l e s s S t e e l Undercut Anchor

C A4

E A4

PLAN OF A 1/50

PRODUCTS SCHEDULE

C A4

PLAN OF A 1/50

PLAN OF A D 1/50

E 04 PRODUCTS SCHEDULE A4 A4

3D DIAGRAM

A4 ±0.000

DID TOWER

A04

APPLIED ARCHITECTURE TECHNOLOGY

MINGXUAN ZE

T - 04

G-A

1/50 05

A4 1190844

Mark Lam

WU DI DONGYAO ZHANG

05-29

STAINLESS STEEL EDGE DOUBLE GLAZING WITH LAMINATED GLASS

A SILICONE SEALANT 50MM STEEL ANGLE BOLTED

90MM STEEL ANGLE BOLTED

MAUS-L STAINLESS STEEL UNDERCUR ANCHOR

COPPER GUTTER

ALUMINIUM FINISH LIGHT STEEL KEEL CONNECTED STEEL TUBE

HORIZONTAL STEEL TUBE

1750

720

SILICONE SEALANT LAMINATED GLASS

STAINLESS STEEL BOLT

650

TENSION ROD JOINT

STAINLESS STEEL TENSION ROD

SPIDER

FOAM STRIP

FLAT CAP ROUTEL

INSIDE

SILICONE SEALANT

142

CROSS RECESS PAN HEAD SELFTAPPING SCREW

CONCRETE-ENCASED STEEL TRUSS

OUTSIDE

INSIDE

L SHAPED PROFILE ALUMINIUM ANGLE EXTRUSION

A WITHOUTGLASS

DETAIL PLAN

DETAIL SECTION

1/5

OUTSIDE

1750 650

INSIDE

OUTSIDE

INCLINED STAINLESS STEEL TENSION ROD STAINLESS STEEL TENSION ROD SILICONE SEALANT RUBBER PAD ALUMINUM GLAZING CHANNEL

SPIDER

142

CROSS RECESS PAN HEAD SELFTAPPING SCREW 50MM STEEL ANGLE BOLTED

FLAT CAP ROUTEL

TENSION ROD JOINT

ALUMINIUM FINISH COPPER GUTTER LIGHT STEEL KEEL MAUS-L STAINLESS STEEL UNDERCUR ANCHOR CONCRETE BEAM

HORIZONTAL STEEL TUBE

CROSS RECESS PAN HEAD SELFTAPPING SCREW L SHAPED PROFILE ALUMINIUM ANGLE EXTRUSION

SILICONE SEALANT

'RONDO 121' SUSPENSION ROD 'RONDO 700' SUSPENSION CLIP CANOPY

LAMINATED GLASS

REVOLVING DOOR MOTOR

REINFORCING STEEL STEEL PANEL STRECTURE 25MM THICK WOOD PANELS WITH WHITE LAMINATED FINISHED SURFACE

RUBBER STRIP

DETAIL SECTION

1/5

EYETECH SAFETY SENSOR LAMINATED GLASS OUTER DRUM WALL

INSIDE STAINLESS STEEL TENSION ROD

INSIDE

INCLINED STAINLESS STEEL TENSION ROD

OUTSIDE

G603 GRANITE SKIRTING BOARD LIGHT GREY POLISHED

LAMINATED GLASS NATURAL STONE SEALANT RUBBER PAD

LAMINATED GLASS

STEEL FINISH

SILICONE SEALANT

TENSION ROD JOINT

OUTER DRUM WALL

CENTER SHAFT

SILICONE SEALANT

U SHPAED ANGLE STEEL STEEL PLATE 70x50 U-CHANNEL

STONE FINISH

ENTRY MAT

SILICONE SEALANT

±0.00

CENTER SHAFT BOTTOM

ACTIVE TRIP SWITCH

PIVOT PLATE

RUBBER TOE GUARD

FLOOR TRACK LOCATED UNDER OUTER WALLS EXPANSION SHIELD ANCHORS

WEATHER STRIPPING

30 30

10MM STEEL PLATE

MAUS-D GALVANIZED UNDERCUT ANCHOR

REINFORCED CONCRETE SLAB

30MM SCREED

30MM PLETRA GREY LIMESTONE

WATER PROOF MEMBRANE

30MM PLETRA GREY LIMESTONE

30MM SCREED

DETAIL SECTION

1/5

DID TOWER

A04

APPLIED ARCHITECTURE TECHNOLOGY

REINFORCED CONCRETE SLAB

MINGXUAN ZE

T - 04

G-A

1/5

1190844

Mark Lam

WU DI DONGYAO ZHANG

05-29

LEVEL 12

FFL 56.18m

1350

SILK-SCREEN PRINTING ON GLASS FOR SUN SHADING 5

CUSTOMISED CURTAIN PANEL

THERMALLY BREAK HORIZONTAL STACK JOINT FFL 52.18m LEVEL 11

2650

ATRIUM

FFL 52.18m 2 1310

REAR MOUNT STRUCTURAL FIXING BRACKET 1

2690

HIGH STRENGTH STEEL ROD FFL 48.18m

FFL 48.18m

FFL 48.08m

1310

LEVEL 10

302 ---

ARCAT LOUVER, K605D, 5 IN DRAINABLE HEAD & BLADE, SIGHTPROOF BLADE

2690

FFL 44.18m

1310

LEVEL 9

6 02

2690

OUTRIGGER STRUT

FFL 40.18m

LEVEL 8

FFL 40.18m

1350

ATRIUM

Elevation

1 : 50

Section 1 : 50

F F

G 4050

H 4050

I 4050

J 4050

750 X 750 SHS MEGA COLUMN

Isometric

1 : 50

PROJECT

TITLE

DID Tower

SUBJECT

A04.01

Plan 1 : 50

Applied Architectural Technology

DRAWN BY

TUTORIAL NUMBER

GROUP NUMBER

SCALE (@ A1)

Di Wu

Group A

1 : 50

STUDENT ID

TUTOR

CHECKED BY

DATE

860315

Mark Lam

Mingxuan Ze & Dongyao Zhang

29/05/21

SHEET NUMBER

250X250

MICROTAC RAISED FLOOR SYSTEM

φ250

400 UB TRUSS AWS CURTAIN WALL SYSTEM

800 X 400 RHS

FACTORY FITTED CLEATS AT PANEL FOLDS

OPTIONAL PERFORATED ALUMINIUM VERTICAL SHADING PANEL (WEST) DOUBLE GLAZING WITH SILK-SCREEN PRINTING FOR SUN SHADING

750 X 750 SHS

900X600 CONCRETE BEAM

HOLLOW CHAMBER TO CONCEAL THE LONG JOINT STEEL PLATE

L-ANGLE BOLT

750 X 750 CONCRETE COLUMN 150 CONCRETE SLAB

25MM CONNECTOR PLATE WITH 12.5MM CENTER STIFFENER

φ170 RHS OUTRIGGER STRUT WELDED TO 250X250 RHS GIRT

φ25 SLIP CRITICAL CONNECTION

250X250 RHS GIRT

150 Bondek

CAST-IN ANCHORAGE

ADJUSTABLE BRACKETS CONNECTOR PLATE

MICROTAC RAISED FLOOR SYSTEM

Architectural Window Systems (AWS) Curtain Wall Systems/ Series 168 (Thermally Broken and Thermally Improved Curtain Wall Solutions)

CAST CONNEX HIGH STRENGTH UNIVERSIAL PIN CONNECTORS (OR APPD. EQUIV)

PFC WELDED ON THE RHS PIPE

METAL SPANDREL PANEL 40MM SAG ROD OPTIONAL PERFORATED ALUMINIUM HORIZONTAL SHADING PANEL (NORTH)

750X750 RHS MEGA COLUMN Capral Aluminium CW150 Curtain Wall

RECCESSED FLUORESCENT LIGHT FIXTURE KINGSPAN FOLDED ALUMINIUM BOARD

Arcat Louver, K605D, 5 in Drainable Head & Blade, Sightproof Blade

Section Detail 1

1 : 10

MICROTAC RAISED FLOOR SYSTEM CONCRETE SLAB

Rondo KEY-LOCK Suspended Ceiling System

BONDEK STUD Kingspan Folded Aluminium Sheet

AWS

https://www.awsaustralia.com.au/specifyaws/series168-curtain-wall

ALUMINIUM STUD SCREWED TO RHS

Capral Aluminium

https://www.capral.com.au/product/cw150-curtainwall/

L ANGLE BOLTED CONNECTION

Arcat

https://www.arcat.com/cad/airolite/10200256.pdf

ALUMINIUM FIXING EXTRUSIONS

Rondo

https://www.rondo.com.au/products/ceilings/keylock-concealed-suspended-ceiling-system/

SEALANT

Kingspan

https://www.kingspan.com/meati/en-in/productgroups/architectural-facade-systems/panelisedfacade-systems/evolution

ARCAT LOUVER, K605D, 5 IN DRAINABLE HEAD & BLADE, SIGHTPROOF BLADE 800X400 RHS TOP CHORD OF THE BELT TRUSS TO BIND MEGA COLUMNS

1 : 50 10mm GAP FOR CONSTRUCTION TOLERANCE

FEMALE MULLION MALE MULLION FIXING BOLTS

THERMAL INSULATION

ALUMINIUM FIXING EXTRUSIONS THRESHOLD WITH LIGHT-GAUGE STEEL STUDS AS STRUCTURE

STEEL BASE PLATE CAST-IN ANCHORAGE

SUSPENDED CEILING HANGER

FIRE STOP CAST-IN INSERT 300MM WITH 3 ANCHORS NON-SERRATED CHANNELS + HS BOLTS PVC PACKER

RECCESSED FLUORESCENT LIGHT FIXTURE

ALUMINIUM LBRACKET SUSPENSION ROD

GLASS SPANDREL PANEL REPLACED WITH METAL PANEL

SUSPENSION CLIP OUTRIGGER TRUSS WITH PAINTING AND FIRE-PROOF COATING

TOP CROSS RAIL FURRING CHANNEL

Section Detail 3

1:5

PROJECT

CONCRETE MEGA COLUMN

FLOOR ANGLE BRACKET. ALUMINIUM WITH SLOTTED HLOES AND SERRATED PROFILE

STACK COVER STACK HEAD SINGLE SPANDREL PANEL

GASKET

ANCHOR BOLT

FIXING BOLTS. M12 WITH 5MM FLAT WASHER

GROUT BACKFILL RAISED ACCESS FLOOR

THERMAL INSULATION

STEEL PLATE WELDED ON PFC PFC WHOSE FLANGES WERE WELDED ON THE 250X250 SHS

VENTED AND DRAINED CAVITY

INTERMEDIATE PEDESTAL

CAST-IN INSERT. 300MM LONG WITH 3 ANCHORS

FIRE STOP

THERMALLY ISOLATED BRACKET (ADJUSTABLE)

OUTRIGGER TRUSS'S WEB WITH PAINTING AND FIRE-PROOF COATING

REBATE IN CONCRETE SLAB

SMOKE FLASHING. 0.6MM THICK FOLDED GLAVANISED STEEL SHEET

CAST-IN ANCHORAGE

ALUMINIUM MULLION WRAPPING AROUND THE BOTTOM CHORD OF THE OUTRIGGER TRUSS TO CONCEAL THE JOINT

BCAK PANEL SILL TRANSOM

BLIND PELMET

VISION PANEL

Section Detail 5

1 : 10

TITLE

DID Tower

1 : 10

INTERMEDIATE PEDESTAL

DOUBLE GLAZING WITH SILK-SCREEN PRINTING FOR SUNSHADING

1:5

Section Detail 4

MICROTAC RAISED ACCESS FLOOR

STEEL PLATE WELDED ON THE 250X250 SHS PERIMETER GIRT CAST CONNEX HIGH STRENGTH UNIVERSIAL PIN CONNECTORS (OR APPD. EQUIV)

Plan Detail 2

1 : 10

REBATE IN CONCRETE SLAB FLOOR ANGLE BRACKET CAST-IN INSERT. 300MM LONG WITH 3 ANCHORS 20MM THERMAL BREAK

Plan Detail 1

Rondo KEY-LOCK Suspended Ceiling System

CEMENT SHEET CEILING

ANODISED ALUMINIUM VERTICAL MULLION WITH 200MM LONG EXTRUDED RETENTION BRACKET

GLAZING SLIDING DOOR PANEL SLIDING DOOR SILL

ANGLE CLIP WELDED TO STUD AND BOLTED TO SLAB

CONTINUOUS RUNNER CHANNEL KINGSPAN ALUMINIUM SHEET

THERMAL BREAK

http://www.microtacsystems.com.sg/office/

1 : 10

HORIZONTAL CHANNEL BRACING

BONDEK

KINGSPAN FOLDED ALUMINIUM BOARD

MICROTAC

Product Schedule

Section Detail 2

SUBJECT

A04.02

Applied Architectural Technology

Section Detail 6 1 : 10

DRAWN BY

TUTORIAL NUMBER

GROUP NUMBER

SCALE (@ A1)

Di Wu

Group A

As indicated

STUDENT ID

TUTOR

CHECKED BY

DATE

860315

Mark Lam

Mingxuan Ze & Dongyao Zhang

29/05/21

SHEET NUMBER

02 A4.3 A

40000 3800

4050

3800

4900

4050

ROOF TERRACE

4050

42000

4050

BMU STORE

SILICONE SEAL

4050

FOUNCTION ROOM

42000

4050

R6000

OPERATING RADIUS

4050 10

4050

4900

3800

4050

3800

GLAZING PANELWITH SILK

40000 A

SCREEN PRINTING

SUNSHADING 01 A4.3

ROOF FLOOR PLAN - BMU TRACK SCALE 1:300

FL 215.000 03 A4.3

ROOF FLOOR PARTIAL ELEVATION

04 A4.3

ROOF FLOOR PARTIAL PRESPECTIVE VIEW

SCALE 1:50

4050

OPERATING RADIUS 2000

250X250 PERIMETER GIRT

100 HORIZONTAL MULLION

BMU REACHING HEIGHTS OF UPTO 50M OVER PARAPET

BMU JIB

DRAINAGE FALL ARRANGEMENT

02 A4.3

1200

TWO MAN CRADLE

COUNTERWEIGHT

50MM THK TIMBRE TRAP DOOR CONCEALING BMU TRACK

06 A4.3

ROOF FLOOR PARTIAL PLAN SCALE 1:50

STEEL GIRT FRAMING

FINISHES SCHEDULE FF-01 CEMENT SCREED FF-02 20MM THK TIMBER DECKING

05 A4.3

ABBREVIATION USED FL 205.000

SL = SLAB LEVEL RF = ROOF LEVEL FL = FLOOR FINISH LEVEL

FF-03 CARPET

CL = CEILING HEIGHT

50MM THK TIMBRE TRAP DOOR CONCEALING BMU TRACK

TOW = TOP OF WALL

FF - 02

SL 204.500

FF - 01

300MM THICKEN RC SLAB

07 A4.3

BL = BOTTOM LEVEL FLOOR DRAIN MODULE W/OVERFLOW DRAIN

ALUM. = ALUMINUM DS = DRAINAGE STACK

DID TOWER

'BUZON' PEDESTAL @ 2000MM C/C

DETAILED DESIGN — CROWN

04 A4.3

ROOF FLOOR PARTIAL SECTION

SCALE 1:50

DONGYAO ZHANG

TUT4

1137663

MARK LAM

APPLIED ARCHITECTURAL TECHNOLOGY

DI WU MINGXUAN ZE

18/6/2021

50MM THK TIMBRE TRAP DOOR CONCEALING BMU TRACK

180 DEG HINGE TO CARPENTER'S SPECIFICATION

50MM THK TIMBRE BATTON @ 1500MM C/C 08 A4.3

'BUZON' PEDESTAL MODULE @ 2000MM C/C

FLOOR DRAIN MODULE

OVERFLOW DRAIN

DAMP PROOF MEMBRANE TURNED DOWN IN OUTLET

05 A4.3

CROWN DETAIL 1 SCALE 1:10

3MM FOLDED STEEL PARAPET CAPPING PIECE AT 2.5 DEGREE SLOPE

TIMBER SUBSTRATE

SILICON SEALANT AND BACK ROD

WATERPROOF MEMBRANE

SG TRANSOM SG SPANDREL SHS STEEL SUB-STRUCTURE

SECALT 'SATURNE' BMU UNIT

CROWN DETAIL 2

06 A4.3

SCALE 1:5

RAIL TRACK

FF - 02

2MM THK ALUMINUM FLASHING TRACK WHEEL FOR TRANSVERSE MOVEMENT

FL 205.000

ANCHOR FLANGE WITH MASTIC SEALANT

GREY SKIM COATED PARAPET AS BACKPAN

WEATHERED FASTENING WITH MASTIC SEALANT

'BUZON' PEDESTAL @ 2000MM C/C 500

SEPERATOR SEALING PLATE WITH PACKING SHIM

FF - 01

PREFOAM CORE ANGLE FILLET

STEEL BRACKET TO EDGE FORM

180MM(H) R.C PLINTH

300MM R.C. SLAB TO ENGR'S DETAIL

300

M16 THREADED ROD TIED TO REINFORCEMENT BAR

SHEAR STUD ON CENTERLINE OF BEAM 1MM THK STEEL BONDEK W/GLAVANIZED COATING

08 A4.3

CROWN DETAIL 4

07 A4.3

SCALE 1:5

DID TOWER

DETAILED DESIGN — CROWN

CROWN DETAIL 3 SCALE 1:5

DONGYAO ZHANG

TUT4

1137663

MARK LAM

APPLIED ARCHITECTURAL TECHNOLOGY

DI WU MINGXUAN ZE

18/6/2021