FROST TOWER

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY

Subject Coordinator: Dr Giorgio Marfella

FROST TOWER 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.

Zhe Li

Mingjia Shi

Haoyu Chen

Noel Tighe

#26

DESIGN DEVELOPMENT REPORT

1106500

Due Date

944560

981016

18 June 2020

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 Zhe Li Mingjia Shi Haoyu Chen Contents Part 1 – Project Synopsis 1.1 1.2 1.3

Vertical Strategy (Mingjia Shi) Structural Concept (Zhe Li) Facade Concept (Haoyu Chen)

Part 2 – General Arrangement Drawings A1.1: Tower information A1.2: Site analysis and massing concept A1.2: Digital model and analysis A2.1: Structural configuration A2.2: Structural plans A2.3: Structural concept diagrams & 3D modelling A3.1: Façade overall configuration A3.2: Detailed configuration A3.3: Visualisations Part 3 – Detailed Design Drawings A4.1 Podium: General Arrangement A4.2 Podium : Details A4.3 Typical Office/Sky Lobby/Hotel Façade: General Arrangement A4.4 Typical Office/Sky Lobby/Hotel Façade: Details A4.5 Crown : General Arrangement A4.6 Crown : 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

Author

Student ID

Mingjia Shi

944560

DEVELOPMENT ITERATIONS

Progress 1

Progress 4

Progress 7

Progress 2

Progress 5

Progress 8

Progress 3

Progress 6

Progress 9

The core design of Sydney AMP centre has inspired our arrangement of lifts. The shifing of usable lifts at certain levels has maximised the efficiency. The toilets are arranged between unusable lifts.

The site response of 101 Collins .St. Tower is interesting. It has a formal-looking entrance for the offices and a modern one for the hotel. The visual threshold between different podium functions is also a part of our design.

Hearst tower in New York has a gap between tower and podium, allowing sunlight and vision through. We also adopted this design language as the carvings on the building.

Overall Information: Located between Lonsdale Street and Little Lonsdale Street adjacent to the Merriman Ln, the FROST tower generates the frozen conflict between historical and modern time. With a total height of 250m, the FROST tower is composed of 4 levels of podium, 28 levels of office and 14 levels of the hotel accompanied by 4 levels of mechanical floor distributed through the tower, one sky lobby and 4 levels of the crown.

Design Concept: 1. Since the site is adjucent to Melbourne ONE Apartments by Central Equity which has a historical heritage facade on the ground floor, the building aims to continue this historical language on the ground floor but gradually transformed it into a modern language. Thus, a concrete facade treatment starts at the connection levels of the podium and tower, then radially disaturated into the glazing facade unit.

2. Due to the wind direction is mainly from the north. The two north corners are chamfered at the top but not chamfered at the bottom to solve the strong north wind coming from north higher levels. Since there are tower clusters on the north bottom levels, the chamfer on the bottom would be unnecessary. The two south corners are chamfered at the bottom to decrease the wind pressure due to the gap between the surrounding building, and no chamfer at the top.

3. Inspired by the Hearst Tower in New York, the podium’s floor plates are not directly set to the boundary but detached to the podium facade to allow more solar access into the podium. To allow natural ventilation through the podium and introduce enough solar access from the northeastern side, a roof terrace on level1 applied on the northeast corner of the building.

Design Concept Implementation: 1. Centre Core: A centre core applied with the module of 1500mm applied in the centre of the site to provide the main vertical load-bearing, resisting the horizontal wind load, supply facilities and transportation. It contains 15 lift shafts, evacuation staircase, service rooms and toilets.

2. Floor Plates Arrangement: Based on the functional area requirement of each level, the tower consists of 2 levels of underground car parking area (5m/level), 4 levels of podium(5m/level), 16 levels of low rise office (4.2m/level), 12 levels of medium-rise office (4.2m/level), 1 level of sky lobby (8.4m), 14 levels of hotel (3.6m/level), 4 levels of crown (4m/level), and 4 levels of mechanical floor (8.4m/level) arranged through the building. This leads the building to have 90603 m2 total gross floor area, 78539 m2 tower total gross floor area in 80.6% average floor efficiency.

3. Lift: There are 15 lift shafts with 21 lifts arranged through the centre core. All the lift shafts are opened on the ground floor. Inspired by the Sydney AMP center, goods & fire lifts are opened on all the levels; only 6 lifts open on the low rise office levels; the bottom level of the medium-rise office is the exchange level where both 6 low rise office lifts ended open; and 4 medium-rise lifts start to open; only 4 lifts opened on the medium office levels, and low rise lift shafts changed into function rooms; 6 lifts come back again on the sky lobby to supply the high rise hotel with 3 lifts only open on ground floor, top level of the medium-rise office and sky lobby for direct transportation and exchange; only two high-rise hotel lifts support to the crown levels.

4. Mechanical floor: Applied into the tower, the mechanical floor supplies levels under the following sequence - mechanical 1 on the top of the podium supplies 6 levels underneath and 10 levels above, 2 on top of low rise office supplies 6 levels underneath and 10 levels above, 3 on top of the sky lobby supplies 3 levels underneath and 10 levels above, 4 on top of the hotel supplies 4 levels underneath and 4 levels above.

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY

Subject Coordinator: Dr Giorgio Marfella

1.2 STRUCTURAL CONCEPT

Author

Student ID

Zhe Li

1106500

The structural system used for the Frost Tower is a concrete tube in tube with belt and outriggers at mechanical floors. This system was selected to ensure an open floor space and provide an unobstructed view on the corners.

The overall massing of the building was based on our design intent to maximize view on the northern corners with a tapered built form towards the northern sky, producing a tower that is clearly identifiable in the skyline of the city of Melbourne. A reversed tapering form was also applied on the south-western and south-eastern corner, as a response to the wind affect. This tapering of the form is accentuated by our structural system as well as the use of different façade strategies for corners and the main façade. As a result of emphasizing the tapering corners, the system of two inclined small columns following the tapering shape and merging into a mega-column on the top or bottom is applied at each corner.

The tapering shape of the building results in a unique floor plate of the tower at each level. For the main tower of the building the load of slabs are transferred to the beams beneath each floor. There are 3 beam systems (600*2400，400*2400 and 400*1200) to deal with different areas on the slab. The loads are hence transferred to the mega columns and intermediate secondary columns of the building, with a spacing of 9 meters. There are also 3 scales of columns (2100, 1500, 900 for mega columns and 700, 600, 500 for secondary columns) that transfer the load to the ground. The use of a belt and truss system dividing the tower into three parts was an indication of the change of structural elements among different levels. The core wall thickness taper from 450 to 250, ensuring the load is transferred from the perimeter to the core without unnecessary dead load. This structural system maximizes the load efficiency and structural stability without compromising the design intent.

The crown uses a steel structure frame with universal beams and columns supporting the 3 levels of slabs stepping to the southwest corner, providing a multi-level roof garden to the northern skyline. The increasing height( from 3.6m to 27m) of the vertical cantilever columns on the perimeter of the crown is a formal extend to the tapering form of the main building, with a tapered depth from 1500 to 500. Universal beams are used to support the cantilever columns.

This steel structure ensures that dynamic wind loads and live loads from the BMU usage are carried from the perimeter to the central core.

At the podium two structural glass systems are applied to ensure transparency of the building to welcome visitors and minimize the threshold from the street. A cable truss net structural glazing system which is 20m high is used for the main façade of the podium with perimeter columns concealed in it. A space frame system with gutter grid in between creates a floating canopy for the podium, with a vertical cantilever from the top covering a semi-exterior terrace on the first level.

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY

Subject Coordinator: Dr Giorgio Marfella

1.3 FACADE CONCEPT

Author

Student ID

Haoyu Chen

981016

The FROST tower is ambitious in terms of achieving its concepts of “history and modernity” by manipulating the façade design, while at the same time utilising the technical or aesthetical properties of each system implemented to the façade. With the help of parametric tools, we decided to use unitised panels with aluminium and concrete shading, cable system, as well as space frame to achieve its ambitions.

With the main entrance facing the southern side, where Lonsdale Street is located, the building shows its most lovely gesture to this busy street in the city. The two giant triangles on this side have a slope from bottom to the top of the building, creating an illusion that the façade is leaning onto the street. And the envelope of the “triangular” façades is unitised panels without vertical shading to form a continuous and seamless appearance. We decided to use colourback glass spandrel to minimise the visual difference between vision glass and spandrels, hiding the transoms and mullions as much as possible. Moreover, the use of unitised panels allows a better view from the inside to the outside, especially for higher levels. The lower levels, however, predominantly use glass fibre reinforced concrete (GFRC) window frames for shading. This creates a very strong visual contrast between the concrete systems and the unitised systems.

And the threshold in between is approached with a scattered gradience. This has made a soft transition between the two parts, giving people a sense that the two systems are embracing each other. It is also a mixture of history (concrete) and modernity (glass), integrating the symbolism of materials. It looks like the white GFRC is a layer of frost, that is wrapping around the glass part of the building. The aluminium shadings also varied in their depth at higher levels of the tower, forming a pattern, which added more textures and diversity to the façade.

This clarity and “modernity” are also continued to the crown design of the building. With the vertical shadings extended and cut at the top of the crown with a slopping, geometrical line, we aim to convey a sense that the tower is slowly disappearing in the sky, instead of a harsh stop at the top. The envelope at the crown, however, is penetrable to allow natural ventilation to the habitable part of the crown, where a luxury restaurant is located. The parapet is set at a minimum of 4 meters for safety at the habitable area. The design also played with the structures on the façade for aesthetic reasons. The belt trusses at the mechanical floors are brought to the outside of the louvres to make the structures visible. The trusses work together with the triangles at the corners, to form a “geometrical” language of the design. The “geometrical” part and the “rational” language have shaped the profile of the tower.

The FROST tower makes use of the advantages of each system, and became a “monument” of modernity and history.

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY

Subject Coordinator: Dr Giorgio Marfella

PART 2 GENERAL ARRANGEMENT DRAWINGS

RL +250.000 CROWN

CROWN GFA: 4035m2

TOTAL GFA: 93018m2 TOTAL TOWER GFA: 78539m2 CORE: 18m×18m 324m2 EFFICIENCY: 80.60%

RL +233.800 L54

PROGRAM

RL +230.200 L53

CAR PARKING

2

10800m2

PODIUM

4

12064m2

MECHANICAL LEVEL

1

1620m2

LOW RISE OFFICE

12

19840m2

MECHANICAL LEVEL

1

1675m2

MEDIUM RISE OFFICE

16

27019m2

MECHANICAL LEVEL

1

1689m2

RL +203.600 L45

SKY LOBBY

1

1686m2

1362m2

RL +200.000 L44

HIGH RISE HOTEL

14

23365m2

18829m2

RL +196.400 L43

MECHANICAL LEVEL

1

1645m2

CROWN LEVEL

4

4035m2

4

RL +226.600 L52 RL +223.000 L51

MECHANICAL ROOM GFA: 1645m2

RL +221.600 L50 RL +218.000 L49

3.6 8.4 3.6

Plan6

RL +214.400 L48 RL +210.800 L47

7

RL +207.200 L46

HOTEL 14 LEVELS GFA: 23365m2 NLA: 18829m2

RL +192.800 L42 RL +189.200 L41

LEVELS

GFA

NLA

EFFICIENCY

15952m2

80.40%

21835m2

80.81%

80.59%

RL +185.600 L40 RL +182.000 L39

7

RL +178.400 L38

446

3119

8.4

Plan5

exchange level

RL +146.000 L32

6

18000

Plan4

exchange level

42000

4.2

Low

30000

Low

18000

RL +150.200 L33

18000

30000

RL +154.400 L33

3122

35756

8.4

42000

HOTEL LOBBY GFA: 1686m2 NLA: 1362m2

3122

443

RL +171.200 L36

RL +162.800 L35

446

41107 18000

RL +174.800 L37 MECHANICAL ROOM GFA: 1689m2

42000

42000

RL +141.800 L31 RL +137.600 L30

RL +129.200 L28

MEDIUM RISE OFFICE 12 LEVELS GFA: 27019m2 NLA: 21835m2

8893

11569

RL +133.400 L29

RL +125.000 L27

Plan 1 Low rise office L5

RL +120.800 L26

42000

7

RL +116.200 L25

Plan 2 Office exchange L20

3568

RL +112.400 L24

42000

34863

3568

7136

7136

27727

3565

Plan3

RL +104.000 L22

18000

RL +87.200 L19

30000

Plan2

exchange level

42000

4.2

Low

18000

RL +91.400 L20

Low

30000

RL +95.600 L21

8.4

42000

MECHANICAL ROOM GFA: 1675m2

7133

RL +108.200 L23

RL +83.000 L18 RL +78.800 L17

8

RL +74.600 L16 8447

4878

RL +70.400 L15 RL +66.200 L14

Plan 3 Medium rise office L22

RL +62.000 L13

LOW RISE OFFICE 16 LEVELS GFA: 19840m2 NLA: 15952m2

Plan 4 Medium rise office L33

42000

RL +57.800 L12

7841

RL +53.600 L11

42000

26317

7841

9772

22455

9772

RL +49.400 L10 9788

7854

8

RL +45.200 L9 RL +41.000 L8 RL +36.800 L7

RL +20.000 L4 RL +15.000 L3

4158

RL +5.000 L1

1 -

Overall Section 1:500

18000

30000

Plan 5 Sky Lobby L34

6

exchange level

RL +0.000 GL CAR PARKING GFA: 10800m2

42000

5.0

RL +10.000 L2

PODIUM 4 LEVELS GFA: 12084m2

18000

8.4

2224

MECHANICAL ROOM GFA: 1620m2

30000

Plan1

RL +28.400 L5

42000

RL +32.600 L6

2 -

RL -5.000 L-1

FLOOR PLAN 1:500

1:500 @A1

0

5

Plan 6 Hotel Room L49 10

15

20m

RL -10.000 L-2 1:500 @A1

0

5

10

15

20m

The core design of Sydney AMP centre has inspired our arrangement of lifts. The shifing of usable lifts at certain levels has maximised the efficiency. The toilets are arranged between unusable lifts.

Initial analysis

The site response of 101 Collins .St. Tower is interesting. It has a formal-looking entrance for the offices and a modern one for the hotel. The visual threshold between different podium functions is also a part of our design.

Carving one edge

1

Carving one side

2

3

Carving both sides

4

0

5 10

Low Rise 4

Sky Rise

LIFT EXPLODED DIAGRAM

Hotel

-

Hearst tower in New York has a gap between tower and podium, allowing sunlight and vision through.

We also adopted this design language as the carvings on the building.

3 -

Carving 4 edges WIND INFORMS DESIGN

Lifting for transparency

5

Fast wind

Slow wind

Transparency Speed of wind

6

ZHE LI 1106500 MINGJIA SHI 944560 HAOYU CHEN 981016 GROUP Aaat

GROUP PROJECT PART1 TOWER INFORMATION

18/06/2021

1:500

20

50m

Medium Rise Service

A1.1

TRANSPORTATION DENSITY

PEOPLE CIRCULATION

POPULATION DENSITY

BICYCLE CIRCULATION

VEHICLE CIRCULATION

HEIGHT DENSITY

Car park on ground Car park on underground Restaurant Station - train and tram Market Hotel Green area

VIEW ITERATIONS

BUILDING RELATION WITH CONTEXT

SITE PLAN ANALYSIS

SUNPATH + SUN SHADOW STUDY

Pedestrian access & circulation

The podium reacts to the different conditions of site.

The chamfered corners are set back, acting as main entrances for office and hotel seperately.

Vehicle access & circulation

1

2

3

Dimension of site plan

SITE PLAN

site plan

The base part is the office block. The triangular cuts on the edges are desigend to minimise the influence of wind, as well as provide view through the transparent facade.

WIND ANALYSIS

Circulation Entrance Transportation 1:500 @A1

This is the wind-tunnel analysis of different building surface conditions: the different colours indicate the speed of wind when going pass building surface. We have tested 2 desirable iterations, and discovered that the wind is always split up by the facade, whose speed peaks at the edges of buildings instead of sides. Hence we used the strategy of carving, to minimise the surface area at sides, in order to reduce the influence of wind. The shifted directions of cutting at adjacent corners also allows the building to have enough floor area.

The hotel on the top part is rised to form a gap, which became the sky lobby. Inside the cut edge are some double-high spaces, where lounges and other facilities are located at.

Transparency View

ZHE LI 1106500 MINGJIA SHI 944560 HAOYU CHEN 981016 GROUP Aaat

GROUP PROJECT PART1 SITE ANALYSIS

0

5

18/06/2021 1:500

10

15

20m

A1.2

Crown lift: 2 lifts only open on the skylobby and crown to introduce public into the crown restaurant and sky garden to active the crown’s function.

Goods & fire lift: 2 lifts serve as the supporting system of suppliment and fire rescue, go through the entire building and open on each level, but stop on the crown first level-L51.

High-rise hotel lift: 4 lifts start from skylobby, these 6 lifts only supply the hotel transportation to make sure the protection of guests.

Medium-rise office lift: 4 lifts serve as the direct transportation to deliver people from ground to medium. Thus, it is not open on the low-rise office levels (L1-L19), but open on L20 to allow low-rise lifts exchange to medium-rise lifts. It would end on L33 to make sure the sercurity level of the upper hotel. On L33, people could exchange to skylobby lift to achieve hotel skylobby.

Skylobby lift: 3 lifts To ensure the sercurity level of the high-rise hotel, the skylobby lift only opens on the ground floor, top medium-rise office floor (L33) and skylobby.

Low-rise office lift: 6 lifts start from the ground floor and end on the top level of the low-rise office (L20). The high-rise hotel lift and crown lift would continue use the lift shaft on the upper level, but the shaft would change into function room on the levels in-between.

Lift layout

Medium-rise office 1

BULIDING ARRANGEMENT ANALYSIS

-

2 -

Core layout

Ground floor

High-rise hotel Podium

Podium

Skylobby

Mechanical floor Low-rise

Medium-rise

High-rise

Low-rise office

Mechanical floor

Overall floor plate Skylobby

DIGITAL MODEL ZHE LI 1106500 MINGJIA SHI 944560 HAOYU CHEN 981016 GROUP Aaat

GROUP PROJECT PART1 DIGITAL MODEL WITH ANALYSIS

18/06/2021

A1.3

A

RL +250.000 CROWN

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

Q

R

S

T

U

Module: 1500mm×1500mm Structure configuration: Concrete Megastructure with outrigger.

RL +233.800 L54

CROWN GFA: 4035m2

RL +230.200 L53

SL1 - PT concrete slab, 250mm thick

RL +226.600 L52

SL2 - PT concrete slab, 200mm thick

RL +223.000 L51 MECHANICAL ROOM GFA: 1645m2

Crown Column Tappered Depth1500-500 *900mm Edge Steel Beams 530 UB 92 (533mm*209mm) Structural Beam 530 UB 92 (533mm*209mm) Structural column 310 UB 40 (304mm*165mm)

CROWN

RL +221.600 L50

Edge Beam Depth: 400mm, Width: 1200mm

BB1 - PT band beam (primary), Depth: 600mm, Width: 2400mm

RL +218.000 L49

Primary Beam Depth: 600mm, Width: 2400mm

BB2 - PT band beam (typical), Depth: 400mm, Width: 2400mm

RL +214.400 L48 RL +210.800 L47

Secondary Beam Depth: 400mm, Width: 2400mm

BB3 - PT band beam (corners), Depth: 400mm, Width: 1200mm

RL +207.200 L46

Corner Beam Depth: 400mm, Width: 1200mm

EB1 - PT concrete beam (edges), Depth: 600mm, Width: 1050mm

RL +203.600 L45

FLOOR PLATE

RL +200.000 L44 RL +196.400 L43 HOTEL 14 LEVELS GFA: 23365m2 NLA: 18829m2

RL +192.800 L42 RL +185.600 L40 RL +182.000 L39

Corner Column, 900mm

RL +189.200 L41

RL +178.400 L38 RL +171.200 L36

RL +162.800 L35

HOTEL LOBBY GFA: 1686m2 NLA: 1362m2

Belt Truss 530 UB 92 (209mm*533mm)

ROOF OUTRIGGER

Side Column 700mm lvl G - lvl 21 600mm lvl 22 - lvl 35 500mm lvl 36 - lvl 51

RL +174.800 L37 MECHANICAL ROOM GFA: 1689m2

Outrigger 530 UB 92 (209mm*533mm)

Mega Column 2100mm lvl G - lvl 21 1500mm lvl 22 - lvl 35 900mm lvl 36 - lvl 51

Outrigger 530 UB 92 (209mm*533mm) Belt Truss 530 UB 92 (209mm*533mm)

RL +154.400 L34 RL +150.200 L33 RL +146.000 L32

Rail of Building maintenance unit

RL +141.800 L31

Structural Beam 610 UB 125 (229mm*612mm)

RL +137.600 L30

Hotel Floor Plates

HOTEL

Edge Beams Steel hollow section 380mm*100mm

RL +133.400 L29 RL +129.200 L28

MEDIUM RISE OFFICE 12 LEVELS GFA: 27019m2 NLA: 21835m2

Mega Column 900mm Side Column 500mm

Crown Column 500 WC 440 (500mm*480mm)

RL +125.000 L27 RL +120.800 L26

600mm Core Wall Thickness, lvl G - lvl 21 450mm Core Wall Thickness, lvl22 - lvl 35 270mm Core Wall Thickness, lvl36 - lvl 51

RL +116.200 L25 RL +112.400 L24

Belt Truss 530 UB 92 (209mm*533mm)

RL +108.200 L23

Sky Lobby

RL +104.000 L22 MECHANICAL ROOM GFA: 1675m2

MECHANICAL FLOOR HOTEL LOBBY

RL +95.600 L21 RL +91.400 L20 RL +87.200 L19 RL +83.000 L18 RL +78.800 L17 RL +74.600 L16 RL +70.400 L15

LOW RISE OFFICE 16 LEVELS GFA: 19840m2 NLA: 15952m2

RL +66.200 L14

Mega Column 1500mm Side Column 600mm

RL +62.000 L13

Office-High Floor Plates

MEDIUM RISE OFFICE

RL +57.800 L12 RL +53.600 L11 RL +49.400 L10 RL +45.200 L9 RL +41.000 L8 RL +36.800 L7

Mechanical room/Outriggers

RL +32.600 L6

MEDIUM OUTRIGGER

RL +28.400 L5 B

MECHANICAL ROOM GFA: 1620m2

RL +20.000 L4 RL +15.000 L3 A

RL +10.000 L2

PODIUM 4 LEVELS GFA: 12084m2

A

RL +5.000 L1

Mega Column 2100mm B

RL +0.000 GL CAR PARKING GFA: 10800m2

RL -10.000 L-2

Overall Section A-A 1:500

1:500 @A1

64000

C

D

E

1500

F

G

4500

H

3000

I

3000

7500

J

K

O

N

M

6000

15000

5000

15001500 2000 3000 3000 3000

13500

L

Q

P

R

S

T

17

4500

3000

18

1050

7950

19

20

21

EB1

BB1

4500

BB2

SL1

SL1

SL1

18000 3000

23

1500

24

7500

15000

25

26

3000

27

28

Belt truss Depth: 533mm, Width: 209mm

SL1

Office-Low Floor Plates 32

RL +20.000 L4

680

SL1

EB1

31

1500

EB1

BB3

BB3

SL2

SL2

Side column Depth: 700mm, Width: 700mm Precasted concrete columns

EB1

95000

Mega column Depth: 2100mm, Width: 2100mm

Precasted concrete columns that take the main loading of the tower.

BB2

Escalator

EB1

17

Precasted concrete columns that support the podium.

3000

18

1500

19

BB1

BB2

SL1

BB1

SL2

SL2

EB1

3000 3000

3000

3000

3000 12000

2850

1050

3400 6000

2600

3000 3000

6000

3000 9000

3000

1500

4500

4500

1000 2000

5500

2000

45000

EB1

3

7500

24

23

SL2 BB3

EB1

200

BB3

BB3

12000

SL1

12000

20 21

SL2 EB1 BB1

1:250 @A1

0

2.5

5

7.5

10m

Space Frame 3000mm*3000mm

26

25

-

Podium Section B-B 1:250

21000

28

13500

27

Apply solid and glazing material on the roof and side cover to reflect to the design concept and allow shading and solar access.

29

5500 1500

4500

9000 15000

1500

9000

7500 18000

1500

15001500 3000

13500 13500

6000

7000

1500

30 31

3500

Stepping down arrangement of the side space frame to achieve water protection at the entrance but allow ventilation and solar access at other location.

2000

14000

64000

-

Gutter 150mm*300mm

BB1

5000

2

Perimeter column Depth: 600mm, Width: 600mm

RL +5.000 L1

SL1

32

7500 5500

18000

7500

15

SL1

22

12000 6000 6000

1500 1500

RL +10.000 L2

1500

13 14

BB1

16

7500 6000 1500 1500

12000 6000 15000 7000

95000

18000

1500

BB1

BB1

10500

BB1

1500 1500

SL1

BB2

RL +15.000 L3

SL2

12000

SL1

BB3

4500

9 11

SL2

12

12000

10

1500

EB1

BB1

LOW RISE OFFICE

MECHANICAL FLOOR

1500

SL1

BB2

30

3000

8

SL1

BB1

9000

7

7500

SL2 BB2

29

1500

Spaceframe Depth: 700mm, Grid: 3000 x 3000mm Supporting window frame above

Universal Steel beams 530 UB 92

BB1

EB1

Corner Column 900mm

20m

Universal Steel beams 530 UB 92

6000

5

SL1

6

6000 7500

15000

SL1

15

Outrigger Depth: 533mm, Width: 209mm

4

BB1

3000

22

4500

EB1

2

3000

U

EB1

BB2

10

20380

12000

1

B

3000

5

45000

18000

3

4500 4500

9000

1000

A

1500

12000

15000

3500

3000

1000

5000

0

15680

-

Mega Column 2100mm

RL -5.000 L-1

4700

1

Side Column 700mm

Level 1 Floor Plan 1:500 ZHE LI 1106500 MINGJIA SHI 944560 HAOYU CHEN 981016 GROUP Aaat

1:500 @A1

GROUP PROJECT PART 2 Overall configuration

0

5

10

18/06/2021

15

Perimeter Column 600mm

20m

A2.1

4 -

Space Frame Design

5 -

Overall Mass Structure Analysis Exploded isometric

PODIUM

I

F

L

N

D

B

P

I

F

42000 18000 9000

SL2

SL2

BB3

13

SL2

SL2

BB1

42000

SL1

BB1

6000

SL2

SL1

6000

SL2

EB1

BB3

SL1

1

EB1 BB1 SL2 BB3

BB3 SL2

SL2

EB1

BB1

BB2

I

L

N

SL1

SL2

P

D

B

18000

SL2

9000

BB1

9000

30209

42000

6000

SL2

6000

19

BB3 SL2

EB1 BB3

BB1

BB2

BB1

SL1

SL2

6000

4779

EB1

SL2 SL2

21

16

BB1

BB3

BB3

SL1

EB1

21

SL2

EB1

23 3

23 4

High rise Plan - Hotel Lobby lvl 34 1:250

-

6000

13

SL1

BB1

19

EB1

600

BB2

SL1

6000

11

SL1

BB2

EB1

SL2

BB3

2400

16

SL2 1200

270

BB1

9000

9000

13

SL2

SL2

9000

9

BB3

BB1

6000

12000

9000

BB3

BB2

18000

6000

SL2

BB3

SL1

BB1

P

27461

6000

BB3

6000

6000

EB1

SL2

BB3

EB1

6000

EB1

SL1

11

N

6000

9000

7271

6000

7012

BB3

SL2

L

6000

9000

EB1

EB1

I

F

12000

42000

9

12000

7268

6000

SL2

42000

2100

6000

EB1

BB3

SL1

42000 12000

BB1

Middle rise Plan - Mechanical floor lvl 21 1:250

-

F

700

EB1

1BE

2

D

B

SL1

BB2

23

Low rise Plan - Office lvl 5 1:250

-

BB1

BB3

SL2

EB1

23

EB1

SL1

21 8067

11508

BB1

SL2

BB3

450

SL1

SL2

SL2 BB2

SL2

SL2

BB1

BB3

BB1

1200 BB3

BB1

2400

19

SL2 BB3

BB3

BB2

BB1

BB2

EB1

SL2

BB3

SL1

BB1

16

BB1

EB1

21

BB3

13

700

BB2

SL1

SL2

SL2

6000

9000

BB2

19

EB1

SL1

2400

EB1

SL2

SL2 BB3

6000 EB1

EB1

9000

30492

SL2

BB3

BB3

600

BB1

16

11

BB3

BB1

6000

EB1

SL1

1200

6000

SL2

BB2

BB1

9000

9000

EB1

BB3

BB3

SL2

9000

6000

BB3

P

12000

9000

EB1

SL2

BB3

SL1

6000

9

EB1

EB1

SL1

11

6000

3944

BB3

SL2

6000

18000

29988

6000

EB1

6000

42000

9

9000

12000

6000

6000

12000

2100

6000

N

42000

6000

12000

L

2100

D

B

Sky rise Plan - Rooftop Restaurant lvl 51 1:250

-

SL1 - PT concrete slab, 250mm thick SL2 - PT concrete slab, 200mm thick BB1 - PT band beam (primary), Depth: 600mm, Width: 2400mm BB2 - PT band beam (typical), Depth: 400mm, Width: 2400mm

Outrigger 530 UB 92 (209mm*533mm)

BB3 - PT band beam (corners), Depth: 400mm, Width: 1200mm

Belt Truss 530 UB 92 (209mm*533mm)

EB1 - PT concrete beam (edges), Depth: 600mm, Width: 1050mm

Mega Column 2100mm lvl G - lvl 21 1500mm lvl 22 - lvl 35 900mm lvl 36 - lvl 51

Mega Column 2100mm lvl G - lvl 21 1500mm lvl 22 - lvl 35 900mm lvl 36 - lvl 51

6

Typical Floor Plate Exploded isometric

-

Core wall 270mm

19

9

23

16

19

23

250

RL +174.800 L37

3350

4200

400

To afford wider span, slab on the side should be thicker.

600

3950

PT concrete middle slab Thickness: 250mm

Edge Beam Depth: 600mm, Width: 1050mm

3600

250

RL +108.200 L23

3800

Thinner beam serve as assistant beam structure to hold the slab from the middle.

Mega column 1500×1500mm

Corner column 900×900mm Precasted concrete with thicker bottom combiner would make in-situ construction more efficient.

Side column 600×600mm

As the building grows higher, the thickness of column would be thinner

400

Serve as the secondary structure to strength the structure.

PT band typical beam Depth: 400mm, Width: 2400mm

Serve as the primary structure to resiste main vertical load.

13

Independent concrete core which connect to the surrounding structures.

500 600

Precasted concrete columns two combine into one at the bottom.

16

3200

Side column 500×500mm

Crown Column Tappered Depth1500mm-500m*900mm

Crown Structure Exploded isometric

-

3000

13

Corner column2 900×900mm

7

Mechanical Floor/Outrigger Exploded isometric

3600

9

Edge Beams Universal Beam 530 UB 92 (533mm*209mm)

Side Column 700mm lvl G - lvl 21 600mm lvl 22 - lvl 35 500mm lvl 36 - lvl 51

Side Column 700mm lvl G - lvl 21 600mm lvl 22 - lvl 35 500mm lvl 36 - lvl 51

-

Structural column 310 UC 118 (307mm*315mm)

Corner Column, 900mm

Corner Column, 900mm

5

Rail of Building maintenance unit

400

Precasted concrete columns two combine into one at the bottom.

500 600

250

RL +171.200 L36

250

400

RL +104.000 L22

Corner column1 900×900mm

500 600

For holding the beams and columns.

Belt truss 530UB (209×533mm)

Also applied on the mechanical floor and hotel lobby which has double heights.

Belt truss 530UB (209×533mm)

8150

8000

6800

8400

8400

6800

8150

Applied in the middle of the building to strength the building’s lateral resistance.

8000

Combined with outrigger, it could stable the vertical floor plates to resist lateral load.

Outrigger 530UB (209×533mm)

Top and bottom truss 530UB (209×533mm)

PT band primary beam Depth: 600mm, Width: 2400mm

Top and bottom truss 530UB (209×533mm)

Although, the normal truss does not serve as outrigger, but it still require truss to connect between plates.

Instead of directly through the core, the primary beam would connect surround the core.

400

250

400

600 500

RL +162.800 L35

Edge beam Depth: 600mm, Width: 1050mm

4200

Serve as the primary beam for connection between columns and core wall.

3600

Serve as the primary structure to resiste main vertical load.

3950

PT band primary beam Depth: 600mm, Width: 2400mm

3800

Mega column 1500×1500mm

250

RL +95.600 L21

600 500

Additional UB applied to connect the ourtrigger without interrupting the floor beam’s continuity .

The edge beam does not change its depth since horizontal load would be the similar or even stronger compare to bottom.

Mega column 2100×2100mm

The lower the column is, the thicker it would be.

RL +91.400 L20

700

1400

9900

2100

6600

600

2100

8250

450

2400

7500

700 700 700

8550

1050

8200 7500 12000

18000

1400 2100

270

200 700 600

8100

1050

8550

1300

8300

1500

8100

12000

2400

8250

12000

42000

8 ZHE LI 1106500 MINGJIA SHI 944560 HAOYU CHEN 981016 GROUP Aaat

GROUP PROJECT PART 2 Floor Plans

18/06/2021

-

A2.2

Typical Hotel Floor Section & Elevation 1:200

6600

2100

9900

600

900

1500

18000 42000

9

Typical Office Floor Section & Elevation 1:200

600

12000

View

The building has been designed to be solid and enclosed at the sides, and to be open at the corners. The structures has been designed to make this possible.Each sides of the building has 2 mega columns while the triangular spaces on the corners are formed by 2 small columns, creating a continuous open space in between. This allows the facades at corners to be open, maximising the view from these rooms to the city.

Wind response

The major wind direction of Melbourne city is north. And the speed of wind peaks at both sides of the building. Our response is to minimise the area of facades at both sides, hence to reduce the peak wind speed. The belt trusses are added to four mechanical floors as well as the sky lobby of the building. While outriggers are added to the middle and top mechanical rooms, to reduce the affect of lateral loads.

Vertical Load

The load of slabs are transfered to the beams beneath each floor. There are 3 beam systems (600*2400, 400*2400 and 400*1200) to deal with different areas on the slab. The loads are hence transfered to the mega columns and small columns of the building. The columns are thin at top, and become wider at bottom, to transfer the load to the ground.

Permeability

The building has two major public open spaces: the roof and the balcony on the podium. The steel structures on the crown are designed to be light and hollow, so the ventilation could go through the roof top, where the premium restaurant is lacated at.

There is greenary on the two open spaces of the building: the roof top and the balcony. This is a feature targeted at VIP customers of the premium hotel.

The slabs will be desigend with extra thickness to allow trees and other plant to grow on these areas.

The structures are also made to be stronger to take the loads of the trees.

Roof restaurant Lvl 51 Mechanical floor Lvl 5, 21 35, 50 Sky rise Lvl 36 - 49 Podium & Sky lobby Lvl G - 4, 34 Middle rise Office Lvl 22 - 33 Low rise Office Lvl 6 - 19

Outrigger 530 UB 92 (209mm*533mm) Belt Truss 530 UB 92 (209mm*533mm)

Mega Column 2100mm lvl G - lvl 21 1500mm lvl 22 - lvl 35 900mm lvl 36 - lvl 51 Corner Column, 900mm Side Column 700mm lvl G - lvl 21 600mm lvl 22 - lvl 35 500mm lvl 36 - lvl 51

1 -

3 -

2

Structural Systems

-

4

Exterior View

ZHE LI 1106500 MINGJIA SHI 944560 HAOYU CHEN 981016 GROUP Aaat

-

GROUP PROJECT PART 2 3D Diagrams & model

18/06/2021

A2.3

Exterior View (design intention)

Green Area

Overall Structural Configuration

RL +250.000 CROWN transom

mullion Orrcon steel unequal angle

RL +233.800 L54

CROWN GFA: 4035m2

RL +230.200 L53

Reflective Solar Control Glass

RL +226.600 L52 RL +223.000 L51 MECHANICAL ROOM GFA: 1645m2

RL +221.600 L50

crown glaze panel

RL +218.000 L49 RL +214.400 L48 RL +210.800 L47

transom

RL +207.200 L46 RL +203.600 L45

mullion

RL +200.000 L44

spandrel

RL +196.400 L43 HOTEL 14 LEVELS GFA: 23365m2 NLA: 18829m2

colorback glaze

RL +192.800 L42

Reflective Solar Control Glass

RL +189.200 L41 RL +185.600 L40 RL +182.000 L39 RL +178.400 L38

office glaze panel

RL +174.800 L37 RL +171.200 L36

Louver window

MECHANICAL ROOM GFA: 1689m2

RL +162.800 L35

HOTEL LOBBY GFA: 1686m2 NLA: 1362m2

transom mullion

RL +154.400 L34 RL +150.200 L33

colorback glaze

spandrel

RL +146.000 L32

Reflective Solar Control Glass

RL +141.800 L31 RL +137.600 L30 RL +133.400 L29 RL +129.200 L28 MEDIUM RISE OFFICE 12 LEVELS GFA: 27019m2 NLA: 21835m2

office glaze panel with louver

RL +125.000 L27

shading fin Louver window

RL +120.800 L26 transom

RL +116.200 L25

mullion

RL +112.400 L24

colorback glaze

RL +108.200 L23 spandrel

RL +104.000 L22

Reflective Solar Control Glass

MECHANICAL ROOM GFA: 1675m2

RL +95.600 L21 RL +91.400 L20 RL +87.200 L19 RL +83.000 L18

office glaze panel with louver and shading

RL +78.800 L17

Louver window

RL +74.600 L16 transom

RL +70.400 L15

mullion

RL +66.200 L14

precast concrete panel

RL +62.000 L13 spandrel

RL +57.800 L12

LOW RISE OFFICE 16 LEVELS GFA: 19840m2 NLA: 15952m2

Reflective Solar Control Glass

RL +53.600 L11 RL +49.400 L10 RL +45.200 L9 RL +41.000 L8 RL +36.800 L7

precast concrete glaze panel with louver

RL +32.600 L6 RL +28.400 L5

transom curtain box

MECHANICAL ROOM GFA: 1620m2

mullion

RL +20.000 L4 RL +15.000 L3

spandrel

RL +10.000 L2

PODIUM 4 LEVELS GFA: 12084m2

precast concrete panel

Reflective Solar Control Glass

RL +5.000 L1 RL +0.000 GL

1 -

Overall Section A-A 1:500

1:500 @A1

0

5

10

15

20m

2 -

South Elevation 1:500

1:500 @A1

0

5

10

15

20m

Louver cap Unitized system SF SC

Unitized panels PV installed on vertical shadings

Vertical shadings

Vertical + Horizontal shadings

Vertical + Horizontal shadings

precast concrete glaze panel

Shading fin Shading connection

powder coated aluminium fin, 50mm thickness, 100 - 1000mm

MATERIAL 03

0 5angle,10150x100mm, 15 20m Orrcon steel unequal 10mm thickness 1:500 @A1

MATERIAL 02

SM

Mullion

MU 250 & MU 833 in MU800 mullion drained curtain wall system by Duratec Eternity

MATERIAL 03

ST

Transom

MU805 in MU800 mullion drained curtain wall system by Duratec Eternity

MATERIAL 03

IS

Insulation

Polystyrene Insulation, 100mm thickness

FL

Flashing

corrosion preventing coated metal, 2mm thickness fire stopping

WM

Waterproof membrane

Sky lobby Glass fin system

Mix of concrete/unitized panels

Unitized panels PV installed on vertical shadings

Perforated mesh

MATERIAL CODE MATERIAL 01

ALUBAR Polyethylene membrane

MATERIAL CODE

Precase concrete SFI

Side fin

TF

Top bottom fin

side fin - 100mm thickness

MATERIAL 04

top bottom fin - 0 - 200mm thickness

MATERIAL 04

SGF system

Unitized panels no shading

Perform louver

mechanical floor louver

CB

Cable

SP

Steel plate

HU

Hung

SS

304 or 316 stainless steel cable, Ø 20mm

MATERIAL CODE

K200 Stainless Steel Fin plate,splice

MATERIAL 06

AISI 316 A4-80 stainless steel flexible fixing hung.

MATERIAL 06

Steel strut

s/s casting - AISI 316

MATERIAL 06

SP

Steel post

s/s spider casting AISI 316

MATERIAL 02

PC

Prestressed cable

304 or 316 stainless steel cable, Ø 20mm

CT

Cable termination

AISI 316 A4-80 stainless steel flexible fixing hung.

Hung Steel plate Glass fin

Steel space plate

MATERIAL CODE MATERIAL 06

Photovoltaic panels

Concrete shadings

Skylight

PV

BIPV

LW

Louver window

LF

Mechanical louver facade

Mono 36 cells conventional series Model, HS390UD-AH2, Dimensions 2000*1000*40 mm Photovoltaic 152mm Altair Louvre with glasing panel by G.James

MATERIAL 01

perform louver PL-5700, with Stainless steel Perforated mesh square, round hole, 5mm thickness

MATERIAL 06

Balcony

VP1

Tower glazing 1

Bronze Pilkington Reflite 10+ 6mm On-line Coated Reflective Solar Control Glass Outer Wall.

MATERIAL 08

VP2

Crown glazing 2

Viridian 10+12+10mm PerformaTech Glazed Primary Glazing unit, Low-E Coating.

MATERIAL 09

SP

Tower spandrel glazing

Viridian 10+12+10mm PerformaTech Double Glazed Primary Glazing Unit, Low E Coating.

MATERIAL 09

VP3

Podium panel 1

Bendheim Fritted glass panel with Lumi FritTM Large Dot Pattern. Translucent White Fritted Rainscreen Glass 10+12 +10mm

MATERIAL 07

LP1

Louver window panel 2

Viridian 12mm Evantage Clear + 12 + 12mm Clear Thermotech Double Glazed Toughened Glass.

MATERIAL 09

Panel material

Driveway

Structural material

Dulux Duratec Eternity, Matt CopperKinetic Matt Mullions, Transoms 1

4

North-east isometric

-

-

ZHE LI 1106500 MINGJIA SHI 944560 HAOYU CHEN 981016 GROUP Aaat

GROUP PROJECT PART 3 Overall configuration

18/06/2021 1:500

Dulux Duratec Zeus Monument Window Frame (Podium)

North-west isometric: distribution of systems 2

A3.1

Cable Master sphere

skylobby - glass fin

Tie bar Thread rod

4

Locker Group Perforated Stainless Steel mesh, Mechanical Floors

5

Tie bar Connection plate

Glaszing

Spider steel post

Bendheim Fritted glass Double Glazed Translucent White, Podium

steel strut Ground rigid fix

7 Viridian PerformaTech Low E Coating,10+12+10mm Bronze,Vision Panel 8

Midlandbrightsteels Stainless Steel, Cable termination, Hung Mechanical Floors, Crown 6

Cable

Glazing material

Concrete In Situ Cast, Exposed structure Core, Podium

Alfrex Solid Aluminium Panel, Starlight Sillver Metalic Shading vertical fin 3

Ground rigid fix

Hung

Glazing

Rainshed

3

MATERIAL CODE

9

Viridian VFloat Clear 12mm Thermotech 10+12+10mm Light grey, Spandrel Panel

podium - space frame with cable truss

5 -

Exploded diagrams

CC: Cantilever Column (tappered depth 1500-500x900)

Building Maintenance Units Primary Structure & Bracing Crown, 610 UB 125 Steel Beam used to siffen the frame structure.

3000

BMU: Bmu Trail track 1500mm

Primary Structure - 500-700 UC Steel column spacing at 9000m. Transfers loads to the Mega column.

3000

S BEAM: Bmu Support Beam(530UB)

380

380 PFC for fixing curtain wall bolted to welded plate connected to primary structure

3600

3600

3600

23400

3000

EDGE BEAM: Edge Beam (530 UB)

3600

Extruded Aluminium Fin Profile 1500W x 4000H mm, bolted to curtain wall system through stainless steel fin angle support bracket

Alfrex Solid Aluminium shading panel, Starlight Sillver Metalic, apart of curtain wall system (prefabricated) (PERF) 1

East elecation: Crown 1:100

-

0

1

2

3

4m

2

Exploded diagram: Crown

-

15

16

17

18

19

20

21

4200

14

1:100 @A1

1

EVA sheet - fast cure, UV stable EVA photovotaic encapsulant.

Unitized colorback spandrel curtain wall panel place with glazing up.

Glass handling spider mini crane applied for stacking unitized window on the facade.

2 3

4

5 4200

AL frame - deep anodized aluminium frames which are resistant to corrosion and abrasion - enables protection from salt mist corrosion.

13

14

15

6 7

str

n Co

12 Connecting ribbons tabbing/interconnecting ribbons with higher cross-section.

on

ti uc

ge

sta

11

r

me

um

ur

4200

nd

10

8

9

s Pa

700

200

Solar cells - cells employed are of excellent low light and optimal thermal co-efficient performance.

tio tila en v e siv

s ing

g rin

Ac

2500

2 3

er nt

wi

u

nd

4200

800

Back sheet - PVF/PVDF coated back sheet for proven longer life of modules.

tio ila nt ve e tiv

4

700

200

5

800

13

14

15

6 7

12

4200

e vic

de

a

sh

un

s s&

g din

es cc

2300

ra

55°

11

la So

200

75°

10 100

1300

50 50

100

1500

1500

1500

1500

1500

1500

1500

1300

50 50

1500

9000

12000

3

West elevation: Office 1:100

-

9

16

800

1 PV shading, 50mm thick

5 equal angle connection to concrete

9 stack bottom joint, 100mm thick

13 Waterproof membrane, 10mm thick

2 stack top joint, 100mm thick

6 mullion, 50mm*400mm

10 glazing

14 flashing

3 top window sill, 150mm thick

7 mullion mate partition enclosure

11 louver operable window

15 insulation, 100mm thick

4 curtain storage box

8 aluminium shading

12 colorback glass

16 precast concrete panel

17000

1:100 @A1

0

1

2

3

4m

4

Exploded diagram: Office curtain wall

9000 3000 1500

9

8

1500

Q

1500

3000 1500

R

1500

395275

1500

S

Glazing 2850 x 2850 x 50 mm

T

1500

10

Space Frame 3000 x 3000 mm

Concrete wall 150mm thickness

RL +20.280 L4

670

10

780

11

3000

0

Gutters 150 x 300 mm

1500

100

1500

Concrete beam 600 x 450 mm

12220

Cable Truss System Spacing: 1500 mm

1500

1500

1500

RL +15.000 L3

20280

1500 1500

RL +10.000 L2

200

100

1300

1300

100 210

1500

100

3000

1500

210

100

1300

1300

100

200

100

Glazing 3000 x 1500 x 50 mm

1500 200

1500

2810

1500

190

1410

RL +5.000 L1

RL +0.000 GL

1600

5 -

6

East elevation: Podium 1:100 ZHE LI 1106500 MINGJIA SHI 944560 HAOYU CHEN 981016 GROUP Aaat

-

GROUP PROJECT PART 3

18/06/2021

Detailed configuratios

1:100

A3.2

315

1085

1250

500

Section: Podium 1:100

1250

1:100 @A1

0

1

2

3

4m

7 -

Exploded diagram: Podium SGF

Design Intents: The tower aims to create a deluxe hotel & offices that respond to the location in the city. The geometrical shape of the building envelop reduces the influences of wind and maximises the view from the rooms. The tower’s curtain walls adopted two systems: the precast concrete window panels and the unitised system. Vertical shadings are installed on the unitised panels, and horizontal shadings are installed on the northern and western facade, where the PV panel located. The bottom half of the facade is wrapped around by concrete window panels & shadings. The is a scattering of these panels in the middle to form a “soft transition” between different systems, as our design language. The belt trusses are located on the mechanical floors and are exposed to the exterior. The envelope of the mechanical floors shifted inside to reflect a “structural language” of the building. The curtain walls on the four corners are also designed to be clear without shading to expose the structures on these parts.

The atrium in the hotel part of the building reflects the passive strategies of the tower. The natural ventilation can go through the atrium, bringing fresh air to the hotel levels, and at the same time, cooling the rooms. PV panels on the northern & western sides of the building also produce power for the installation.

Night view

East facade details

Street view

Podium view

Passive ventilation with facade shading ZHE LI 1106500 MINGJIA SHI 944560 HAOYU CHEN 981016 GROUP Aaat

GROUP PROJECT PART 3 Visualisations

BIPV locations 18/06/2021

A3.3 Bird’s view

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY

Subject Coordinator: Dr Giorgio Marfella

PART 3 DETAILED DESIGN DRAWINGS

10

9

Q

8

R

S

T

9000

A4.1

Space frame structure applied as the roof glazing system for solar access to the podium.

02

11

3000

3000

1500

1500

3000

1500

1500

1500

1500

395

275

S 002

Roof glass panel use the pyramid configuration to drain the water down to the gutter with the angle of 10 degree.

670

780

RL +20.280 L4

01 02

A4.2

A4.2

02-1

03

A4.2

A4.2

100

1500

Equal angle applied on the roof and hanging wall connection to dedicate a clear visual link of the building outline without showing the structure on the roof directly

100 Steel hollow section connected togather to form the gutter system and act as the frame of roof glazing.

07

W 003

1500

A4.2

Translucent Laminated PVB glass panels with 85% VLT white color.

Concrete stud part extruded from the tower edge wall and provides the vertical support for the roof space frame edge.

500mm × 500mm Concrete column applied with the spacing of 15m fixed to the bottom node of the space as the primary support for the podium structure.

04 A4.2

05

1500

A4.2

Cable truss applied with spider fitting fix and the tension rod structure arranged vertically for the load bearing. Pretensioned cable applied horizontally to solve the horizontal dynamic.

12220

1500

RL +15.000 L3

1500

Side hanging curtain wall generate a roof terrace surround the building with the vegeation and ventilation interaction from exterior to interior.

Space frame structure extended from the roof to generate the vertical semi open hanging curtain wall.

1500

08

200

100

A4.2

100

Steel hollow section welded as the base frame for hanging curtain wall.

210

100

1300

1500

1300

1500

20280

RL +10.000 L2

1500

Steel hollow section frame cross part applied on the corner and cross places.

200

100

1300

100 210

1300

3000

100

06

Cable truss system applied as the structural glass facade.

1500

W 002

A4.2

Space frame hanging curtain wall arranged with a stepping down and up tendency which allow the solar access and rain protection co-existing in different locations.

Translucent Laminated PVB glass panels with 41% VLT white color satin smooth texture.

RL +5.000 L1

S 001

1410

1500

The lowest point of the hanging curtain wall is 4.5m above the ground to protect people from weathering on the path way.

190

04

1500

A4.1

W 001

03 A4.1

Clear Laminated PVB glass panels with low-e coated.

D 001

2810

D 002

Glass supported automatic revolving door

1500

Stainless steel frame supported door frame

01 -

Partial elevation - podium east entrance 1:50

11

A4.1

02

200

RL +0.000 GL

1:50 @A1

.5

11

.5

2m

02 -

01

10

00

1600

9

A4.1

315

1085

1250

500

1250

Partial section - podium east entrance 1:50

1:50 @A1

8

9000 3000 1500

100

1400

Solid concrete wall required here for the concrete stud extruded from the concrete wall to support the edge of the space frame structure.

3000 1400

1500

100

1500

13

50

140

1500

3000

03 -

Partial plan - podium east entrance 1:50

01 A4.1 9000

3000 1500

3000 1500

1500

1500

1500

1500 By applying the two different transparency glazing, the podium would generate the language of gradually chaning from clear to solid which could reflect better to the tower concept from solid to upper clear.

700

04 -

Partial plan - cable truss above entrance 1:50

INDIVIDUAL PROJECT 3

1:50 @A1

29/05/2021

MINGJIA SHI 944560

Facade general arrangement

1:50

00

.5

11

.5

730

590

90 50

264

3000

2m

A4.1 05 -

Partial isometric- podium east entrance

00

.5

11

.5

2m

Countersunk bolt with screw applied

01-1 17mm Translucent Laminated PVB glass panels

the glass and outer profiled flashing by Selleys 310g Clear Glass Silicone Sealant

and support gutter guard.

Connection plate applied to weld the

Steel hollow section 50mmx90mm with 5mm thickness, serve as the secondary member for the roof glazing system, and the gutter for water drainage. Served by Handy Steel Stocks.

two steel hollow sections, then generate the seamless gutter. 10mm thickness supported by Impact Steel.

A 001

100 150

Sealant applied to fill the 2mm gap inbetween

Rubber feet allow free flow of water

with 41% VLT white color satin smooth texture provided by NATIONAL GLASS

50

by Lysaght.

Skyguard hail gutter guard system

90

A4.2

Outter profiled flashing with 2mm thickness provided

50

to combine cap flashing, glass, sealant and steel hollow section together, using the stainless steel M5x(0.80mm)x20mm

applied to prevent leaves and other macro elements. Provided by Monkeytoe.

22mm Peforations 49% opening. Marine Grade Aluminium.

02-1

Extruded gutter along with the locaiton

A4.1

of the space frame rods, the extruded gutter would appear for downpipe

Countersunk bolt with screw applied to all the

Angle Roof glass presented as pyramid to drain water to full directions without impact on the eventual outlook with the degress of 10º.

Gutter detail 1:5

flexible fix bolt provided by Pro-Bolt Australia with stainless steel M5x(0.80mm)x20mm

Equal angle 20mm thickness equal angle applied at the edge to generate a looking of night and tiddy boundary skyline of the podium. Embeded channel prefabricated on the plate with the hollow spacing 450mm to prevent bolt standing out. supported by Impact Steel.

100 S 001

Cast-in insert channel unequal angle

Weld plate the tube stud require welding

applied on the connection plate to allow vertical tolerancefor the gutter structure. Applied with additional plate since this gutter also serves as cable truss top fix structure.

to fix on the gutter bottom.

10mm thickness

Equal angle 20mm thickness applied at the bottom of the gutter steel

Top plate Stainless steel top plate welded underneath the gutter plate with hollow pre-screwed. Serve as the top fix for the cable truss tension rod. Provided by SADEV Classic.

hollow section to allow fix to the concrete.

01

Roof edge connection to tower concrete wall 1:10

A4.1

Sealant applied to fill the 2mm

Tube stud applied as the connection

Downpipe Stainless steel downpipe

between space frame and gutter. 200mm height, 5mm thickness, provided by SAFS.

welded with the profiled part to achieve water drained following the space frame structure.

to all the flexible fix bolt provided by Pro-Bolt Australia with stainless steel M5x(0.80mm)x20mm, spacing 450mm.

Connection plate the head of the infill glazing panel is fixed to the connection plate of the gutter via the countersunk bolt with screw.

Infill glazing panel applied underneath the gutter bottom plate and above the sphere node, window could be allowed to penetrate through the space frame without impact on it’s stability.

S 002

A 002

Stainless steel rod Clear Laminated PVB glass panels with low-e coated. Provided by SADEV Classic.

Gap with 2mm thickness left for sealant.

gap inbetween the concrete wall and top flashing by Selleys 310g Clear Glass Silicone Sealant as the first waterproof strategy.

S 005

Countersunk bolt with screw applied to all the flexible fix bolt provided by Pro-Bolt Australia with stanless steel M5x(0.80mm)x20mm

Bottom angle flashing with

Sealant applied to fill the 4mm

Top cover profiled flashing with 2mm

2mm thickness provided by Lysaght.

Cover the glass at the edge to allow glass to be welded on the steel support plate.

thickness provided by Lysaght.

Prevent rainwater drained through the gap inbetween the concrete and glass

Bottom support plate with

Bracket Stainless steel bracket welded on the space frame tube as the stud of the downpipe.

connecting joints play an important role, both functional and esthetic,is form sphere and hot pressed steel forging.

Provided by Safsteelstructure.

Space frame cone Cap of the tube rod, allow bolt screwed inside.

Provided by Safsteelstructure.

Height 30mm.

Clear Laminated PVB glass panels with low-e coated. with 41% VLT white color satin smooth texture provided by NATIONAL GLASS

2mm, Add coloured PVB

10mm thickness supported by Impact Steel.

Half prefabricated embeded into the concrete wall with half extended out to weld to the bottome flashing.

Space frame node serve as the center

gap inbetween the glass and top flashing by Selleys 310g Clear Glass Silicone Sealant

6mm Grey Tinted Float Glass, 44% VLT, 5% VLR & VLRi, SHGC 0.61, U value 5.8.

2mm, Add translucent PVB

S 005

Space frame sleeve serve as the connecter between the rod and node.

Provided by Safsteelstructure.

Diameter 36mm, height 45mm.

S 005

02

03

Downpipe gutter 1:10

A4.1 01-1

Countersunk bolt with screw applied

285

100

Cast-in insert channel unequal angle Also applied on the connection between interacting steel hollow sections for strengthen the cable truss top fix structure.

A4.1

Outside edge connection 1:10

Edge flashing detial 1:5

A4.1

Steel hollow section2 serve as the side hanging curtain wall frame which replaced the gutter.

Served by Handy Steel Stocks.

100mmx220mm, 10mm thickness.

Downpipe Stainless steel downpipe welded with the profiled part to achieve water drained following the space frame structure.

S 006 Steel side stud A pair of 150UB universal steel beam welded togather to generate cavity to allow downpipe embeded inside. Serve as the side stud connect the space frame to the wall and support edge.

Provided by ORRCON STEEL

Space frame tube plate Provided by Safsteelstructure.

Since part of the tube would go through the window, by gradually decrease the thickness of the rod in horizontal direction, the plate allow the structure load transporting and also has no impact on the glazing.

Connection plate Stainless steel plate welded on the space frame tube bolted to the stainless steel plate welded on the downpipe.

04-1

Space frame tube Provided by Safsteelstructure.

Serve as the horizontal and vertical connection with the triangle configuration to allow maximum span with least structure. The space and span are both 3000mm.

Steel stud front view 1:10 120

90

A4.1

S 005

Double socket adaptor applied for protect downpipe and beam.

Space frame tube Provided by Safsteelstructure.

Serve as the horizontal and vertical connection with the triangle configuration to allow maximum span with least structure. The space and span are both 3000mm.

Pipe Cut 10mm below the surface and fitted with protective cap for temporary case.

Outter profiled flashing with 2mm thickness provided by Lysaght.

Cover the glass at the edge to allow glass to be welded on the steel support plate. A small angle applied to prevent water stuck in the concave of sealant

Dowel bolt Provided by Safsteelstructure.

Flexible bolt fixing of the tube stude bottom plate to the precasted hollow on the steel side stude’s flange.

Fixing plate welded underneath the flange connection of the pair of universal beam to attach the baseplate to the space frame support tube.

Hole in universal beam flange The connected flange should be cut through a hole to allow double socket adaptor and downpipe through it.

05

Water drainage Water would eventually drained through the external structure into the inner wall, then through the wall to the ground.

Side hanging space frame situation 01 1:10

A4.1

2mm, Add translucent PVB

Silicon VEA sealing strip

6mm Grey Tinted Float Glass, 44% VLT, 5% VLR & VLRi, SHGC 0.61, U value 5.8.

Silicon rod filled inside the gap for force reduce and prevent glass directly contact each other.

04

Downpipe to tower connection & concrete stud 1:10

A4.1

Plastic glass joint High ductility of the material with curtain level of strenght allow the glass keeping 12mm gap with tolerance of micro change.

Spider fitting S3002, stainless steel, Duplex Uranus 45N. Serve as the structure which fix to the glazing system and haning the glass.

Space frame node Due to the different circumstances, the sphere node would be profiled as several modes.

Coupler Applied on the end of the tension rod to fix it to the fork and also as the stable facility which applied when rod goes too long.

S 003

300 Stainless steel rod

06

13STR25-EP-M14, steel tension rod applied for horizontal extension of the length and also the load bearing base transport system.

Sta-Lok’s stainless steel cross coupler Designed for use where tie rod cross in the same plane with minimum 30 degree angular alignment. SKU is CC-M24.

Provided by STA-LOK.

Side hanging space frame situation 02 1:10

A4.1

Steel hollow section Applied to the edge as the end finishing.

S 004 Pin sets Applied to connect the fork to the connector fixed on the horizontal tie rod.

Nud din 934 Applied as the connecter of spider and horizontal tie rod with the sequence of spider fitting, nud din, swivel fitting and horizontal tie rod.

C 001

Horizontal tie rod

Connector plate Applied on the horizontal tie rod, bottom of the gutter plate, and embeded into the ground to support tension rod’s connection in different siturations.

09

Applied for horizontal extension of the length and also the load bearing base for the vertical tension rod.

Structural Strand Cable It offers an economical combination of strength and stiffness for static structures. AS11 High Strength Stainless Steel Struc.

Strand Cables.

Provided by Tripyramid.

Circlips End fix of the pin sets. Fixed on the other side of the fork.

Cable truss fork

Swivel fitting It helps the

Serve as the hanger structure for the location fix, should combined with the pin sets and connector plate.

structure strand sable to allocate acurately and with the help of the concave, the cable would be stable.

Space frame node Fabricated as solid sphere since it would provide maximum fix strength.

Cable truss fixing exploded isometric

A4.1

Material W 001

W 002

W 003

D 001

Clear Laminated PVB glass panels with low-e coated.

National glass Translucent Laminated PVB glass panels with 41% VLT white color satin smooth texture.

National glass Translucent Laminated PVB glass panels with 85% VLT white color.

National glass Clear Laminated PVB glass panels with low-e coated.

National glass

Steel hollow section 50mmx90mm with 10mm thickness Handy Steel Stocks.

S 005

S 002

Steel hollow section2 100mmx220mm, 10mm thickness.

Handy Steel Stocks.

S 003

S 004

S 001

Space frame structure High strength stainless steel.

Safsteelstructure

F 001

S 006

150 UB Universal beam High strength stainless steel.

ORRCON STEEL

D 002

KA023 3/4 WING REVOLVING DOOR stainless steel frame.

Autoingress

Stainless steel, Duplex Uranus 45N. SADEV

A 001

Marine Grade Aluminium.

SADEV

C 001

Stainless steel, CC-M24 STA-LOK

A 002

Dulux Duratec Zeus Monument Window Frame (Podium) SADEV

Structural Strand Cable AS11 high strength stainless steel.

Tripyramid

INDIVIDUAL PROJECT 3

18/06/2021

MINGJIA SHI 944560

Key facade details

1:10&1:5

A4.2

Stainless steel flashing.

LYSAGHT

cylinder fix plate Profiled fixed plate which could fix the space frame stude to the concrete column.

08 A4.1

Cable truss structure section 1:10

07

Space frame to concrete column connection 1:10

A4.1 1:5 @A1

05

10

15

20cm

1:10 @A1

01

02

03

0

40cm

RL +174.800

RL +174.800 UNITISED PANEL FACADE

ALUMINIUM FIXING BRACKET FIRE STOP

3600

UNITISED PANEL CORNER VERTICAL SHADING

INTERNAL BLIND

RL +171.200

RL +171.200 BELT TRUSS 530 UB 92 HORIZONTAL LOUVRES

SPANDREL PANEL NON-COMBUSTIBLE THERMAL INSULATION

8400

TRANSOM

WIRE MESH 10 MM HORIZONTAL LOUVRES 150 MM

CORNER COLUMN SLANTED

RL +162.800

BELT TRUSS 530 UB 92 ALUMINIUM FLASHING ALUMINIUM SPACER

RL +162.800

8400

VISION GLASS

1 A4.4

ACOUSTIC CEILING

VISION GLASS SKY LOBBY GLASS FIN

RL +154.400

RL +154.400 OPENABLE LOUVRES

4200

2 A4.4

10 MM STEEL BRACKET

HOOK-ON BRACKET

VERTICAL SHADING OPENABLE LOUVRES

RL +150.200

1:50 @A1

00

.5

11

.5

2m

3 A4.3

1

ELEVATION - WEST FACADE 1: 50

RL +150.200

5 A4.4 VERTICAL SHADING

3 A4.3

6 A4.4

TRANSOM

SECTION - WEST CURTAIN WALL 1: 20

1:20 @A1

02

04

06

0

80cm

ALUMINIUM FIN SHADING TOWER FACADE SYSTEM SCHEDULE ITEM/LOCATION PRODUCT GLAZING VIRIDIAN 12MM VFLOAT CLEAR 10+ 12+ 10MM THERMOTECH 1 SPANDREL PANEL 2 VISION GLASS BRONZE PILKINGTON REFLITE 10+ 6MM ON-LINE COATED REFLECTIVE 3 SKY LOBBY GLAZING VIRIDIAN 12MM EVANTAGE CLEAR + 12 + 12MM CLEAR THERMOTECH BENDHEIM FRITTED GLASS PANEL 4 GLASS FIN SHADING 5 ALUMINIUM SHADING POWDER COATED ALUMINIUM FIN, 50MM THICKNESS, 100 - 1000MM 6 SHADING CONNECTION ORRCON STEEL UNEQUAL ANGLE, 150X100MM 7 CONCRETE FIN SHADINGSIDE FIN - 100MM THICKNESS PRECAST CONCRETE UNITISED SYSTEM POLYSTYRENE INSULATION, 100MM THICKNESS 8 INSULATION ALUBAR POLYETHYLENE MEMBRANE 9 MEMBRANE MU800 MULLION DRAINED CURTAIN WALL SYSTEM DURATEC ETERNITY 10 MULLION MU800 MULLION DRAINED CURTAIN WALL SYSTEMDURATEC ETERNITY 11 TRANSOM TERRACOTTA PILKINGTON REFLITE 10+ 6MM ON-LINE COATED 12 GLASS LOUVRES MECHANICAL FLOOR 13 MECHANICAL LOUVRES CONVENTIONAL MODEL PL-4080 FREE AREA: 46.8% FOR A 1M X 1M UNIT CORROSION PREVENTING COATED ALUMINIUM 14 FLASHING CEILING 15 SUSPENSION SYSTEM RONDO CONCEALED GRID WITH FBP

CORNER COLUMN CONCRETE

4 A4.4 2

VENTED AND DRAINED CAVITY (65 MM)

33RD FLOOR PLAN - NORTHERN-WEST CORNER 1: 50

1:50 @A1

00

.5

11

.5

1 2 6 5

7 8 10 12 11 CONCRETE FIN SHADING

2m

HAOYU CHEN 981016

INDIVIDUAL PROJECT 4 HAOYU CHEN

18/06/2021

Typical Office/Sky Lobby/Hotel Façade Overall configuration

1:50 @A1 1:20 @A1

A4.3

150.00 FIRE PROTECT SPRAY

FIX SCREW

10 MM STEEL CLEAT PLATE

FLIPPER GASKET

510

HORIZONTAL LOUVRES 150 MM ALUMINIUM BRACKET

ALUMINIUM FIXING CHANNEL

50

WIRE MESH 10 MM

195.00

1.5 MM ALUMINIUM SUBFRAME 50 MM CAVITY

STEEL FIXING CHANNEL

500

RAISED CONCRETE FLOOR

50

ALUMINIUM FLASHING SET TO FALL

STEEL CONNECTING BRACKET 5 MM

150.00

BELT TRUSS 530 UB 92

ALUMINIUM SPACER

MEMBRANE

310.00 250.00

STRUCTURAL SILICON GESKET

2 MM ALUMINIUM BRACKET 8 MM SPANDREL PANEL

FLIPPER GASKET

10 MM ALUMINIUM HOOK-ON BRACKET

8 MM SPANDREL PANEL

50

VENTED AND DRAINED CAVITY (65 MM)

4 A4.3 570.00

NON-COMBUSTIBLE THERMAL INSULATION

110

75

PLAN DETAIL - EAST VERTICAL SHADING 1: 5

SUSPENDED SYSTEM

FIRE STOP

ACOUSTIC CEILING WHITE 50 MM

10 MM STEEL BRACKET

SKIRTING 10.00

110

8.00

2X8MM GLASS FIN

SECTION DETAIL - WEST MECHANICAL FLOOR 1: 5

30

DOUBLED GLAZED VISION GLASS PRESSURE EQUALISED CHAMBER

740

90

1 A4.3

RAISED ACCESS FLOOR

65

TRANSOM

10 MM STEEL BRACKET

2 MM ALUMINIUM BRACKET

POINT FIX

STEEL BRACKET 10 MM 460

MEMBRANE FIRE STOP CAST-IN CHANNEL

3 A4.4

800

NON-COMBUSTIBLE THERMAL INSULATION 300

10 MM STEEL BRACKET

50

50 45

110

60

300

5 MM STEEL COVER 10 MM STEEL BRACKET CAST-IN CHANNEL

PRESSURE EQUALISED CHAMBER

NON-COMBUSTIBLE THERMAL INSULATION

FLIPPER GASKET INTERNAL BLIND

5 A4.3

FIRE-STOP

SECTION DETAIL - WEST OFFICE CURTAIN WALL 1: 5

INSULATION PIN

SEALANT

110

SECTION DETAIL - SKY LOBBY CURTAIN WALL 1: 5

2 MM ALUMINIUM BRACKET

TRANSOM

10 MM ALUMINIUM HOOK-ON BRACKET

5 MM STEEL COVER 120

POINT FIX

180

800

3 A4.4 05

PLAN DETAIL - SKY LOBBY CURTAIN WALL 1: 5 10

15

20cm

21

180

10 MM STEEL BRACKET

0

2X8MM GLASS FIN

SEALANT

1:5 @A1

8 MM SPANDREL PANEL NON-COMBUSTIBLE THERMAL INSULATION

50

2 A4.3

AIR SEAL

75

10 MM ALUMINIUM HOOK-ON BRACKET

CORNER COLUMN CONCRETE

6 A4.3

PLAN DETAIL - OFFICE NORTHERN-WEST CORNER 1: 5 HAOYU CHEN 981016

ALUMINIUM FIXING BRACKET

INDIVIDUAL PROJECT 4 HAOYU CHEN

18/06/2021

Typical Office/Sky Lobby/Hotel Façade Detail drawings

1:5 @A1

A4.4

7

11

Slopped BMU Track 500-1500mm Tappered Column 530 UB Edge Beam

530 UB 500 UC

Tractel BMU Machine 1000

D3

Slopped BMU Track

600

1500 Cantilevel Beam

1300

connected to Tappered columns

Exposed glass shaffle

2700

Tractel BMU machine

Greenroof with

1300

Gerebit Pluvia Siphonic Roof Drainage System

D2

D4

1300

2700

D1

Scale 1: 250 7

9 6000

11 7000

14 8000

17 9000

21

19 6000

2700

-

6000

4000

Tile Tech pavings with

2700

4000

500-1500 Tapered Column Horizaontal BMU Track on the ground level

4000

36000

4000

4000

1300

4000

Gerebit Pluvia Siphonic Roof Drainage System

533

Tile Tech pavings with

4000

1250

4000

250

Gerebit Pluvia Siphonic Roof Drainage System

4000

Mechanical Floor

S1

E1

Section Scale 1: 50

S2

East Elevation Scale 1: 250

Section Scale 1: 50

WORK tracmod® Platform 2m -11m

G C

E 6000

J

G 5500

9500

O

M 9500

5500

J

Q 6000

6000

7

9 6000

7

1500

8000

14

42000

9000

1500

11

3000 3000

7000

17

19 6000

9

21 P1

Plan Scale 1: 250

P2

Plan Scale 1: 50

AS. 4 Crown

ABPL90118 Zhe Li 1106500

Scale 1: 50 @ A1 Date 2021/05/29

Page 1

500x500x50mm Granite Tech pavings Tile Tech Pedestal System 50-500mm adjustable height 1mm Waterproof membrane

4mm Alubond Aluminium Flashing

50

Structural Plywood Stack joint extrusion

500

Pluvia outlet grating with function disc Pluvia roof outletc

175

310

Smoke sill

Spandrel Panel

40

250

Floor anchor Brackets

Fire Stop

100

Floor anchor Brackets

Concrete Slab Bondek Decking 100mm Thermal Insulation

500

Vapour Barrier

Solid insulation Anti-condensation insulation 60mm PVC pipe

Knauf Ceiling Woodworks Grille Panel 600x600 T-Profile Suspension clip 1200 spacing

600

D1

Section Detail Scale 1: 5

D2

Section Detail Scale 1: 5

800 4mm Alubond Aluminium Parapet

500 Pluvia retrofit set Pluvia outlet grating with function disc Pluvia roof outletc

Structural Plywood Stack joint extrusion

Spandrel Panel

210

450

Top hat

60

Aluminium Cladding

20

160

Hook-on Brackets with anchor blots

25

Thermol Insulation

250

Brackets connect 530 UB to 500-1500 Tappered column

Hook-on Brackets connect 530 UB to mullions

Concrete Slab

Anti-condensation insulation

Bondek Decking 100mm Thermal Insulation Vapor Barrier

Thermal insulation Vapour barrier Anti-condensation insulation Anti-condensation insulation 60mm PVC pipe

Gerebit Pluvia Siphonic Roof Drainage System For Intensively greened roof

D3

Section Detail Scale 1: 5

D4

7

Section Detail Scale 1: 5

9

160

Connect to Tracel BMU machine

Steel Stud Track

90

Clamp Plates

D5 Steel upstand welded to structure 200

Aluminum flashing

Waterproof membrane

S3

Section Scale 1: 50

D5

Section Detail Scale 1: 5

A 4.6 Crown

ABPL90118 Zhe Li 1106500

Scale 1: 5 @ A1 Date 2021/06/18

Page 2