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
Team Member
Team Member
Tutor
Tutorial N.
Di Wu
Dongyao Zhang
Mingxuan Ze
Mark Lam
4
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
Ze
1190844
B
A
D
C
F
E
H
G
J
I
K
40000 3800
4050
4050
4050
4050
4050
4050
4050
4050
EB1
EB1
EB1
EB1
EB1
EB1
EB1
EB1
3800
EB1
EB1 B1
B2
EB1
B1
B1
2
B1
B2
EB1
4050
2
4050
4900
1
4900
1
3 B2
EB1
B2
EB1
B1
B1
EB1
EB1
B1
B1
EB1
EB1
B1
B1
EB1
EB1
B1
B1
EB1
EB1
4050
4050
3
4050
4
4050
4
6
4050
4050
42000
42000
6
4050
5
4050
5
4050
7
4050
7
8
8 EB1
B2
4050
4050
EB1
B2
9
9
B1
B1
B1
B2
B1
10 EB1
4700
EB1 EB1
EB1
EB1
EB1
EB1
EB1
EB1
4700
4050
B2
10
4050
EB1
EB1
EB1
11
11
3800
4050
4050
4050
4050
4050
4050
4050
4050
3800
40000 A
B
C
D
E
A
B
C
D
E
F
G
H
I
J
K
F
G
H
I
J
K
40000 3800
4050
4050
4050
4050
4050
4050
4050
4050
EB2
EB2
EB2
EB2
EB2
EB2
EB2
EB2
3800
EB2
EB2
3
B1
B1
B1
2
B2
EB2
B2
EB2
4050
B2
EB2
4050
B1
3
B2
EB2
4050
2
4050
4900
1
4900
1
EB2
B1
B1
EB2
EB2
B1
B1
EB2
EB2
B1
B1
EB2
EB2
B1
B1
EB2
4050
4
4050
4
7
BEAM
CORE
4050
COLUMN
8
8 EB2
EB2
B2
4050
OUTRIGGER TRUSS
4050
MEGA COLUMN
7
4050
BELT TRUSS
6
4050
4050
42000
42000
6
4050
5
4050
5
B2
9
9
B1
B1
B1
B2
B1
10 EB2
4700
EB2 EB2
EB2
EB1
EB2
EB1
EB2
EB2
EB2
4050
4050
4050
4050
4050
4050
4050
4050
4700
4050
B2
10
4050
EB2
EB2
11
11
3800
3800
40000 A
B
C
D
E
F
G
H
I
J
K
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
04
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
01
K J I H
0 490 0 405
0 405
0 405 0 405 0 470 0
405
0 405
0 470
H
00
400
0
405
G F
0
405
E
0 405
D
1418*28=39704m2 C
B
A
3
0 405
K J I
0
405
84.4%
0 405
0 405 2
Office
4*28=112m
D
405
0
20m
5
6
40
0
C 7
0
405 0
405
0
A
0
405
B
405
470
0 380 11
Podium
00
E
0
0
405 0
405
420
F
0
10
4
G
405
405 0 405
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405
3
H
400
0
405
9
Height
I
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405 0 405
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0
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405 0 405
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0
7
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0 380
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6
8
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0
405
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0
0 490
0
405
0
0
405
0 0 405
Crown
D C
0
B A
40m
6
420
00
405
0
5
0
0 405
Total Height
490
1
405
4
0
0
405
0 380
E
0
0 380
8*3=24m
3
405
0
405 405
A
10
0
Colour - Coded Plan
245m
7
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9
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10
470
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0
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40000
Sky Rise Hotel
3800
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2
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6
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56.000
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24.000
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4900 4050 4050 4050 42000
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E
D
G
F
H
GFA
1680m2
NLA
1418m2
Core Area
262m2
Efficiency
84.4%
Height
4m
A
11
4050
3800
I
J
K
C
B
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3800 5 9
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Level 04 - 17 Medium Rise - Office 8
9
GFA
1680m2
NLA
1418m2
3800
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Core Area A
B
4050
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84.4%
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7
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6
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C
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36.000
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2
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Level 18 - 31 High Rise - Office 3800
11
3800
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4050
40.000
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44.000
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68.000
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40000 A
4050
72.000
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92.000
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2 6
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9
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4050
2 6
5 9
5
96.000
4050
3800
171m2
F
40000
Efficiency
5 19
E
D
4050
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8
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42000
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4900
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104.000
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3
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4900
K
J
4050
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40000
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40504900
5
2
108.000
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B
A
5
4050 C
B
4050 4050
4
K
J
4050
A
Core Area
4 8
4050
I
H
4050
1509m2
4050
G
F
112.000
4900
4900 4050 A
1
6 10
3800
1
2
3
MECHANICAL FLOOR
E
D
4050
40000 A
A
3
1
2
2 6
C
B
4050
NLA
4050
1
11
40000
116.000
4050
1680m2
4050
3800
4050
4050
GFA
4050
4050
4050
K
J
3 7
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4050
4050
I
H
2 6
4050
4050
4050
G
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5
42000
4050
4050
4
42000
4050
4050
E
D
Level 32 Hotel Lobby
1
42000
4050
4050
3800
4050
4050
4050
4050
4050
3800
4050
4050 4900
4050
120.000
4050 4050
2 11
K
J
4050
40504050
I
H
4050
3800
4050
G
F
A
4
MEDIUM RISE OFFICE 20M-76M 14F
4700
4700
124.000
40000 3800
4050
LOW RISE OFFICE 84M-140M 14F
E
D
10
10
C
B
3800
9 1
11 C
8
4050
4050
128.000
4050
40000
7
9
10
B
4050
4050 4050
132.000
4050
4050 4700 4050 4050 405040504900 40504050 4050
4050
11
9
A
6
8
4050
4900 4050 4050
4050
4050
10
8
K
J
4050
47004050
I
H
136.000
4050
3
4050
G
F
5
7
K
J
4050
E
D
140.000
4050
C
B
4 9
7
3800
40000 A
8
6
I
H
4700
4050
311
5
G
F
4900
4050
148.000
E
D
4050
4050
K
4050
4050
7 3
151.500
4050
4050
6 10 2
2
42000
4700
6
5 19
4900
42000
4050
4050 4700
4050
3800
4
11
4050
4050
5
11
4050
4050
155.000
10
3800
4050
162.000
3
9
10
MECHANICAL FLOOR
4050
4
K
J
3800 J
4050 4050 4050 4050 4050 4050 4050 47004050
I
H
4050
158.500
7
4050 G
F
4050 I
H
3800
4050 4700
E
D
4050
A
4050
C
B
4050
4050
A
4 8
1
6 10
11
K
J
1
8
40000
165.500
2
3800
4050
4050
4050
4050
4050 G
F
4050
4700 4900
4050
4050
I
H
50m
25m
K
4050
4050
4050
4050
J
4050
4050
4050 E
4050
I
4050 4900
4050
4050 9
3800
G
F
40000
40504050
4050
E
D
169.000
4050
4050
C
B
4050
4050
3 7
172.500 A
5 9
2 6
176.000
40504050
4050 40504900 4050 4050 4050 4050 4050 4050 47004050 3800
8
2 6
4 8
4050
4050
11
4050 4050
42000
7
47004050
5 9
5
179.500
3 7
4050 4050
4050 4050
4 8
1 5
42000
42000
4050 4050 4050 4050
3 7
183.000 1
C
B
3800
4
4
40504900
5
4050 D
40000 40000
H
40000
4050 4050
3800
4050
4050
42000
4050
4050
4050
4050
4050
4050
4050
4900
4050
A
186.500
4050
4050
4050
4050
12.5m
2
3
3
4050
4050
3800
4050
G
4050 4700 4050 4050 405040504900 40504050 4050
K
J
4050
I
H
4050
F
2
190.000
4050
G
F
0m
1
Medium Office Lift
193.500
4050 E
D
40000
4 1
HOTEL 148M-197M 14F
C
B
4050 C
B
E
4900
4900
4900 4050 A
4050
4050
D
1
2
3
6 10
A
197.000
1
2
2 6
3800
High Office Lift
1
3.5m
4050
3800
4050 4050
4050
4050
C
47004050
4050
3800
B
4050
4050
42000
4050
42000
4050
42000
4050
42000
4050
42000
4050
Height
11 A
42000
3800
89.9%
4700
11
40000
MECHANICAL FLOOR
Efficiency
1:500@A1
4700
K
J
40504050
I
H
4050 4050
G
F
4050 4050
E
D
4050
C
B
171m2
6
10
4700
10
Hotel Lift
205.000 A
Core Area
9
4050
9
Goods Lift
1509m2
8
4050
8
Mechanical Floor
NLA
7
4050
Basement
1680m2
4050
4050
42000
42000
6
GFA
5
4050
5
Low Rise Podium
Level 33 - 45 Sky Rise - Hotel
B A
1
Hotel Lobby
Medium Rise Office
H G
E
0 405
1
High Rise Office
00
400
F
050
4050
J
4050
I
4050
H
4050
G
4050
F
4050
E
4700
D
42000
C
42000
B
I
0
405 0
A
8
11
11
3800
±0.000
4050
4050
4050
4050
4050
4050
4050
4050
3800
40000
MECHANICAL FLOOR
A
B
C
D
E
F
G
H
I
J
K
-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
04
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
02
H G
F
0
405
C B
Mechanical Floor
2
0
405
405
40
E D
3.5*14=49m
00
400
0
405
11
405
G F
000
1
0 380
405 470
Hotel
K
0
405
9
Overall Section Diagram
5
0 405
0 380
Efficiency
11
4
0
405
A
1
0 405
00 420
5
0
405
B
3
0
405
C
0 405
0 470
4
0
405
0 490
0 405 0 405 0 405
10
0 405
3
2
0
405
00
400
D
79420m2
Total GFA
9
0 405
F E
1
0 405
0 405 0 405 0 405
2
8
0
0 380
405
G
0 490
7
H
8860m2
Poudium Area
6
00 420
0 405
5
00 420
0 405
405
1418*14=19852m2
Hotel Area
4
0
0
1
00 420
0 405
I
0 490
0
405
0
405 0
K J
0
405
0 405
Office Area
2
11
0 380
0
0 405
405 0
405 0
405
405
0 380
0 405
0 405 0
0 380
11
405
262m2
9
10
0
405 0 405
10
405
B A
1418m2 0 405
7
1
0 380
9
0 405
D
0 405
0 405 0 405 0 405
00 420
5
Core Area
K
8
1680m2
0 405
4
J I
C
7
0 405 3
8
G
6
0 405
2
6
00 400
5
0 490
1
NLA
F
4
0
0 405
0 380
GFA
E
3
405
A
Area
H
4
0
0 405
B
Overall Data
050
405
C
Section View
2
0
405
00
400
D
0 490
0
405
F E
1
0 380
0
405
G
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)
A0
A
5120
B
3325
Concept Diagram
C
4050
D
4050
E
4050
F
G
49040 4050
4050
H
4050
I
J
4050
4050
K
3325
L
4870
1920
VOID
6100
-2
-3
Hotel Lobby / Automobile 4S Shop
Administration Office
-2
6100
-3
1920
Section 2
2000
2000 3675
0
-1
3675
-1
0
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
1
4425
1
Sun Diagram
4050
2
4050
2
Building Reception
4050
3
4050
3
Tenancy
4050
4
4050
4
5
5
6
4050
69315
Office Lobby
69315 4050
6
4050
4050
Section 1
Setback 14600
4050
7
4050
7
Tenancy
4050
8
4050
8
4050
9
4050
9
4225
10
4225
10
4050
11
4050
11
4050
12
4050
12
13
13
Tenancy
Tenancy
Tenancy
Tenancy 6470
Tenancy
6470
Tenancy
14
14
5120
3325
4050
4050
4050
4050
4050
4050
4050
4050
3325
4870
49040
Loading Bay A0
A
B
C
D
E
F
G
H
I
J
K
L
Section 2
1:150@A1
0m
5m
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
04
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
03
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
B
C
D
E
F
G
H
I
J
K
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
0m
12.5m
25m
DRAWN BY
TUTORIAL NUMBER
GROUP NUMBER
SCALE(@A1)
Di Wu Dongyao Zhang Mingxuan Ze
04
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
01
F
H
G
J
I
K
B
A
D
C
F
E
3800
3800 1
EB1
EB1
EB1
EB1 EB1
EB1
2 B2
EB1
4050
B1
B1
B1
2
B1
B2
EB1
3 EB1
4 EB1
B1
5
6
7
4050
EB1
B1
8 EB1
B2
B2
9
10
B1
B1
B2
B1
10 EB1
4700
EB1 EB1
EB1
EB1
EB1
EB1
EB1
EB1
EB1
11
11
3800
4050
4050
4050
4050
4050
4050
4050
4050
B1
B1
B1
B
1:200@A1 Office Plan
0m
5m
D
C
3 EB2
EB2
B1
EB2
B1
EB2
B1
B1
EB2
B1
8
6
8 EB2
EB2
B2
B2
9
9 EB2
EB2 B2
B1
10
B1
B1
B2
B1
10 EB2
EB2 EB2
EB2
EB1
EB2
EB1
EB2
EB2
EB2
11
11
3800
3800
H
G
J
I
K
4050
4050
B
A
1:200@A1 Hotel Plan
20m
10m
EB2
4050
4050
4050
4050
4050
4050
3800
40000
F
E
2
B2
B2
40000 A
B1
B1
EB2
4700
B1
EB2
7
4700
4050
B2
EB2
7
4050
EB1
EB2
B1
EB2
4050
9 EB1
6
4050
4050
EB1
EB2
B1
EB2
4050
8
EB2
5
4050
B1
EB2
5
4050
7 EB1
EB2
4050
EB1
B1
3800
4
4050
B1
EB1
4050
6
42000
42000
4050
EB1
B1
4050
4
4050
B1
EB1
4050
B2
EB2
4050
5
EB2
B2
3
4050
4050
B1
4050
EB2
EB2
4050
4 EB1
4050
EB2
2
4050
4050
B2
B2
EB1
EB2
4050
3
4050
42000
EB1
4050
EB1
4900
EB1
4050
1
4050
4900
EB1
4050
1
4900
1
4050
4900
4050
4050
4050
4050
4050
4050
4050
4050
4050
4050
4050
4050
4050
K
42000
4050
J
I
40000
40000 3800
H
G
4050
E
4050
D
C
4700
B
A
0m
D
C
5m
F
E
H
G
J
I
K
20m
10m
A
B
C
D
H
11900 3800 B
A
D
C
F
E
H
G
J
I
4050
4050
K
40000 3800
4900
1
EB2 B
A
B1 D
C
HC F
E
900
4050
HC
4050
4050
4050
4050
4050
4050
4050
B
A
1:200@A1 Crown Plan
0m
5m
D
C
B
10m
F
E
C
10 H
G
D
I
J
EB1
EB1
4900
EB1
B
B1
B1
C
D
B2
EB1
H
EB1
3 B2
B
C
B1
EB1
D
H EB1
B1
11900 4050
4
4050
5
B1
EB1
2
4050
B1
EB1
B1
B1
EB1
EB1
B1
C1 B1
EB1
EB2
B1
EB1
B1
LC
8 EB1
EB1
B2
B2
MAIN CORE WALLS LOWER FLOORS EB1 : 400MM HIGHER FLOORS: 2OOMM
9 EB1 B2
B1
B1
B1
B2
B1
10
EB1
EB1
EB1
EB1
EB1
EB1
EB1
EB1
EB1
11
2
1 : 100
SUBJECT
Applied Architectural Technology
6
7
11
Section 1
A 02 FINAL
3800
10m
5m
A
1 : 100
1:100@A1 Office Section
DID TOWER
EB1
B2
3800
TITLE
B2
Section 1
20m
PROJECT
4050
INTERNAL NON LOAD BEARING WALLS : 150MM EB1
K
H
4050
4050
4900 4050 4050 42000
9
3800
40000 A
2.5m
4700
2400
4050
4000
8
4700
900
4700
10
11
3800
4000
7
4050
B1
10
3550
6
4050
4050 900
4050
3500
2400
EB2
EB1
3800
9
C1
EB1
B1
5
8
9
4050
42000
4050
A
EB1
4050
4
4050
4050
3800
1
6
7
11900
4050
EB1
EB1
4050960 150 4050
H
4050
EB1
4050960 150 4050 2650
D
4050
EB1
4050 2650
42000 C
8
1
2400
3550
4050 4050
7
11
EB1
3 1:100@A1 Hotel Section 0m
4050
4050
42000
4050
5
B
4050
1
A’
5
A
4050
2
4050
4050
A
6
3800
4
4
K
1
4050
3
4050
3
J
I
40000
2
4050
2
H
G
4050
4900
1
C1
4050
4050
4050
4050
4050
4050
4050
4050
4050
4050
4700
4050
900
4050
2400
4050
3500
3800
0m
Section 2 1 : 100
A
2.5m
B
4050 A
4050
4050 B
10m
5m
C
4050
4050 C
4050
4050 D
4050
3800
H
40000 D
E
F
G
H
I
J
K
DRAWN BY
TUTORIAL NUMBER
GROUP NUMBER
SCALE(@A1)
Di Wu Dongyao Zhang Mingxuan Ze
04
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
02
3D Structure Diagram
Office 3D Diagram
Hotel 3D Diagram
Podium Structure Plan A0
A
5120
B
C
3325
4050
D
E
4050
4050
F
G
49040 4050
4050
H
I
4050
J
4050
K
4050
3325
L
4870
Exploded Diagram PCW
-3
EB1
EB1
1920
EB1
EB1
VOID
T
EB1
6100
T
EB1
B2
EB1
B2
-1 0
3675
3675
0
VOID
T
EB1
2000
-1
T
-2
2000
1920
VOID
6100
-2
-3
PAT
B2 SMG
B1
4050
B2
B1
B1
B1
2
B2
B2
3
B2
3
SMG B2
4050
4050
B2
4
4
SMG
4050
4050
B1
B1
5
5
SMG
4050
4050
B1
B1
4050
B1
4050
4050
B1
8 B2
4050
4050
SMG B2
SMG B2
4225
B1
B1
B2
B2
B1
10
B2
4225
B1
SMG
10
4050
9
4050
9
Hotel Exploded Diagram
7
SMG
8
6
4050
B1
B1
7
69315
SMG
69315
6
B2
4050
2
4425
1
4425
1
B2
11
4050
4050
11
B2
4050
12
4050
12 B2
EB1
6470
13
6470
13
EB1 EB1
EB1
EB1
EB1
EB1
EB1
EB1
EB1
14
14
5120
3325
4050
4050
4050
4050
4050
4050
4050
4050
3325
4870
49040 A0
1:200@A1 Podium Plan
0m
A
5m
10m
B
C
D
E
F
G
H
I
J
K
L
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
04
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
03
Facade Panel Elevation
Precedents
1350 1350
1350
1350
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
900X600 CONCRETE PRIMARY BEAM
Shanghai Tower Diagram
1350
SPANDREL PANEL
1350 1425
1350
1350
Shanghai Tower Facade Diagram
750X750 CONCRETE
4080
750X750 CONCRETE
Main Entrance Elevation
MEGACOLUMN 2655
1350
1350
MEGACOLUMN
C
750X750 SHS MEGACOLUMN
PERPENDICUALAR STRUT
100 HORIZONTAL MULLION 250X250 PERIMETER GIRT GLAZING PANELWITH SILK SCREEN PRINTING SUNSHADING
SILICONE SEAL
Facade Render
B
A
1:500@A1
0m
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
04
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
01
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
A
Podium Facade Section 1:50@A1
0m
1m
2.5m
Ground level
5m
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
04
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
02
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
B
Office Facade Section
0m
1:50@A1
1m
5m
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
0m
1m
2.5m
5m
DRAWN BY
TUTORIAL NUMBER
GROUP NUMBER
SCALE(@A1)
Di Wu Dongyao Zhang Mingxuan Ze
04
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
03
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
2000
2000
FACADE OF ENTRANCE
240450
1200
1/50
2000
2000
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
2000
A4
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
A4
FACADE OF ENTRANCE 1/50
UNITURN-16 REVOLVING DOOR
01
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
A4
B A4
1/50
B-B’ SECTION 1/50
A4
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
B'
C A4
E A4
PLAN OF A 1/50
06
PRODUCTS SCHEDULE
C A4
C A4
PLAN OF A 1/50
PLAN OF A D 1/50
E 04 PRODUCTS SCHEDULE A4 A4
3D DIAGRAM
A4
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
1
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
54
54
12
INSIDE
L SHAPED PROFILE ALUMINIUM ANGLE EXTRUSION
A WITHOUTGLASS
01
DETAIL PLAN
02
DETAIL SECTION
A4
1/5
A4
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
A
REINFORCING STEEL STEEL PANEL STRECTURE 25MM THICK WOOD PANELS WITH WHITE LAMINATED FINISHED SURFACE
RUBBER STRIP
03
DETAIL SECTION
04
DETAIL SECTION
A4
1/5
A4
1/5
EYETECH SAFETY SENSOR LAMINATED GLASS OUTER DRUM WALL
INSIDE STAINLESS STEEL TENSION ROD
INSIDE
INCLINED STAINLESS STEEL TENSION ROD
OUTSIDE
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
A5
DETAIL SECTION
05
DETAIL SECTION
A4
1/5
A4
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
2
LEVEL 12
FFL 56.18m
FFL 56.18m
1350
SILK-SCREEN PRINTING ON GLASS FOR SUN SHADING 5
CUSTOMISED CURTAIN PANEL
02
THERMALLY BREAK HORIZONTAL STACK JOINT FFL 52.18m LEVEL 11
2650
ATRIUM
FFL 52.18m 2 1310
02
REAR MOUNT STRUCTURAL FIXING BRACKET 1
2690
02
HIGH STRENGTH STEEL ROD FFL 48.18m
FFL 48.18m
FFL 48.08m
1310
LEVEL 10
302 ---
4
ARCAT LOUVER, K605D, 5 IN DRAINABLE HEAD & BLADE, SIGHTPROOF BLADE
2690
02
FFL 44.18m
FFL 44.18m
1310
LEVEL 9
6 02
2690
OUTRIGGER STRUT
FFL 40.18m
LEVEL 8
FFL 40.18m
G
1
1350
ATRIUM
F
Elevation
2
1 : 50
Section 1 : 50
F F
G
G 4050
H
H 4050
I 4050
J 4050
750 X 750 SHS MEGA COLUMN
1
2
3
Isometric
4
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
04
Group A
1 : 50
STUDENT ID
TUTOR
CHECKED BY
DATE
860315
Mark Lam
Mingxuan Ze & Dongyao Zhang
29/05/21
SHEET NUMBER
01
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
1
Section Detail 1
2
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
6
1 : 10
TITLE
DID Tower
1 : 10
INTERMEDIATE PEDESTAL
DOUBLE GLAZING WITH SILK-SCREEN PRINTING FOR SUNSHADING
5
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
4
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
8
GLAZING SLIDING DOOR PANEL SLIDING DOOR SILL
ANGLE CLIP WELDED TO STUD AND BOLTED TO SLAB
3
7
CONTINUOUS RUNNER CHANNEL KINGSPAN ALUMINIUM SHEET
THERMAL BREAK
http://www.microtacsystems.com.sg/office/
a
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
04
Group A
As indicated
STUDENT ID
TUTOR
CHECKED BY
DATE
860315
Mark Lam
Mingxuan Ze & Dongyao Zhang
29/05/21
SHEET NUMBER
02
B
02 A4.3 A
B
C
D
E
F
G
H
I
J
C
D
E
K
40000 3800
4050
4050
4050
4050
4050
4050
4050
4050
3800
1
1
4900
4050
2
2
4050
4050
3
3
4050
4050
ROOF TERRACE
4
4
4050
4050
5
4050
42000
4050
4050
BMU STORE
7
SILICONE SEAL
4050
4050
4050
FOUNCTION ROOM
42000
6
7
8
8
4050
4050
9
9
4050
R6000
OPERATING RADIUS
4050 10
4050
01
10
4900
11
11
3800
4050
4050
4050
4050
4050
4050
4050
11
3800
GLAZING PANELWITH SILK
40000 A
B
C
D
E
F
G
H
I
J
SCREEN PRINTING
K
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
G
F
4050
4050
OPERATING RADIUS 2000
11
250X250 PERIMETER GIRT
5
6
10
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
RF
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
GA
DI WU MINGXUAN ZE
18/6/2021
1
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
GA
DI WU MINGXUAN ZE
18/6/2021
2