AAT

Melbourne School of Design APPLIED CONSTRUCTION Coordinator: Giorgio Marfella

ABPL90118 Applied Architectural Technology, Semester 1, 2019 – Final Assignment

DESIGN DEVELOPMENT REPORT

Team Member

Grant Li

32914

Team Member

Su Gu

815638

Team Member

Yiyi Zhu

795607

Tutor

Melissa Malik Due Date

14 June 2019

Tutorial N.

19

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Coordinator: Giorgio Marfella

Design Development Proposal with Key Envelope Details for a Tall Office Building Located in a Hypothetical Site in Melbourne CBD Team Members Yiyi Zhu Su Gu Grant Li Contents Part 1 – Report 1.1 Stacking Strategy 1.2 Structural Concept 1.3 Envelope Concept Part 2 – Concept Drawings A1.1 Stacking: Plans and Section A1.2 Stacking: Model and 3D Views/Diagrams A2.1 Structure: Plans and Sections A2.2 Structure: Model and 3D Diagrams A3.1 Envelope: Typical General Arrangement A3.2 Envelope: Model and 3D Views/Diagrams Part 3 – Key Envelope Details A4.1 Lobby Façade: General Arrangement A5.1 Lobby Façade: Details A4.2 Typical Floor: General Arrangement A5.2 Typical Floor: Details A4.3 Parapet: General Arrangement A5.3 Parapet: Details

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Coordinator: Giorgio Marfella

PART 1 - REPORT

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Coordinator: Giorgio Marfella

1.1 Stacking Strategy

RESPONDING TO URBAN CITY GRIDS & POSTING A WELCOME GESTURE TO THE PEOPLE/ ENVIRONMENT

Author

Student ID

Su Gu

815638

REDUCE WIND LOAD AND SOLAR EXPOSURE & PROVIDE BROAD VIEW FOR OCCUPANTS

SPLIT EQUALLY FOR LIFT EFFICIENCY TOWER SET BACK FOR SAFETY, PRIVACY, AND ENVIRONMENTAL PROTECTION

ALIGNED WITH THE CBD NORTH & SLOPES AS A GESTURE TOWARDS THE CARLTON GARDENS

The concept of our design is creating a welcoming gathering space for the general public in Melbourne in a minimal and efficient way.

Wishing to respond to the local context, the main body of our building (tower and crown) was shaped according to the urban city grids. However, as the largest flow and population density at the east and northeast side in this district, the podium is designed to be angled at 30 degrees, leaving large open public space in front of the building (27.5m to the east and 28.5 to the north from the site boundary). The location of our skyscraper which is at the bottom right of the site is also designed for this reason. This posts a welcoming gesture to the public as well as maximize the accessibility to our building. Minimum 21 m set back from the site boundary is under the consideration of safety, privacy, and environmental protection.

The shape our building started from a square, then cut at the corner for 6 m to reduce the wind load and solar exposure. The cut corner of each floor also creates a broad view of occupants who can enjoy a good working and living environment.

In terms of efficiency, 5 floors above our podium are designed for leasing to increase our floor plate efficiency. This largely changes the original low rate to 80 %. The building is split into four zones (podium, low rise, high rise and skyrise) equally for lift efficiency. In order to reach a high floor plate efficiency, we choose the central core arrangement which allows us to keep our design in a minimal and efficient way. We believe open space and constant depth can create a quality environment. Moreover, lift cores are dropped at each mechanical floor. At each drop level, the previously solid wall is changed to columns, keeping the original core shape while increasing our net lettable area and open space.

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Coordinator: Giorgio Marfella

1.2 Structural Concept

Author

Student ID

Grant Li

832914

The primary structural system used for the design is a megastructure system together with belt and outriggers. The megastructure consists of eight mega-columns; two on each of the four faces (not on the corners) which extend from the floor to the top of the crown. They project outwards slightly from the floor plate boundaries, expressing the megastructure through the faรงade, and emphasising the verticality and height of the skyscraper. The mega-columns themselves are made of steel encased in concrete, with a grey epoxy paint finish for the exterior. The width of the column is kept constant at 1500 mm throughout the entire height, but the depth is reduced from 3000 mm at the ground floor to 2000 mm at the top of the skyscraper, as there are less loads the higher up the building.

Similarly, the thickness of the walls of the core, made of reinforced concrete, are also reduced, from 600 mm to 400 mm for the same reason. Where lifts have been terminated to allow for more lettable area on higher floors, key load paths have been retained with replacement columns.

The mega-columns and core carry most of the vertical loads; smaller concrete-encased steel columns are placed on the corners directly between the nearest two mega columns.

While this means that the outer corners are slightly cantilevered, it allows transfer beams to be used in the lobby to transfer the loads of the smaller columns of the tower section above to the mega columns, leaving the lobby more open; only the large expressive mega columns and the core are retained. The transfer beams themselves are 4000 mm deep, occupying the height of a full floor.

The belt system also cuts across the corner from mega-column to mega-column, to enable them to act together as a belt, as opposed to if the trusses followed the bending shape of the floor plate perimeter. The outriggers extend directly from the core to the mega-columns for the required lateral stability.

The belt and outriggers are located at the middle two mechanical floors; level 29 and 48. This avoids having the large structural trusses overlapping with lettable area.

The crown comprises of steel system that also has an outrigger frame which provides lateral stability, but also supports vertical steel trusses that in turn support the unitised glass curtain wall system that extends up from the tower. These vertical perimeter trusses are large, having to support also support the weight of the building maintenance unit and the accompanying track.

Finally, the ground floor features large spanning trusses that support glazing over external spaces, and a cable net glass system for the lobby entrance. The trusses allow for large spans with minimal obstructing columns around the entrance, and the cable net system allows for transparency into and out of the lobby; also being more visually compact and uniform compared to other glass wall systems.

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Coordinator: Giorgio Marfella

1.3 Envelope Concept

Author

Student ID

Yiyi Zhu

795607

30o

Figure 6. Crown Double skins facade Double facade with fins

Figure 1. North facade - ventilation

Glazed over area Single facade

Figure 9. Systems diagram

50% perforated panels Cable net system Photo-voltaic panels

Figure 2. North facade - Sun control summer

Figure 3. North facade - Sun control winter

Figure 7. West facade - vertical shading Figure 8. West facade axo

Figure 4. North facade - Heat gain control

Figure 5. North facade - Heat lost control

The cable net system and unitised curtain wall system are selected to express the minimalism and slenderness of the building (Figure 9.).

Cable net system is used at the podium to maximise the transparency of the entrance of the building and the openness at the ground floor, thus, enhancing the welcoming. 1500 by 1500mm glazing panels are chosen for consistency to the modulus used in the tower and crown. For a uniformed appearance, the death and live ends of the cable are concealed in the slab, beam, mega columns and the portal frame around the entrance. Node assembly is chosen over spider fitting to emphasise minimalism further. Laminated safety glass is used for the uncovered glazed area, to protect the pedestrian form weather and to allow the penetration of natural sunlight to the ground.

1500 by 4100mm unitised curtain wall system is used in the tower. The glazing panels have grey reflective film finish to contrast with the light grey mega columns. Light grey PVDF coated aluminium frame to strengthen the verticality and the slenderness of the building. The north façade consists of two layers of skin with 600mm wide aluminum grate maintenance walkway in between. The double skins allow outer skin to have a full height vision panel to strengthen the verticality and minimalist appearance. Single glazed toughened glass with the grey reflective film is used to allow a minimalist appearance. The outer skin is connected to the aluminum frame of the inner skin through steel angel outrigger. The inner skin panel contains a spandrel panel, mechanical vent and vision panel. The spandrel panel is single glazed grey colour back to conceal the service zone. The double glazed argon insulated unit is used in the vision panel to reduce heat losses. Moving the west façade, unitised curtain wall with vertical fins are used for sun shading. The aluminum fins are coated with light grey PVDF coating. Both spandrel and vision panel is similar to the inner skin of the north façade, but with grey reflective film. Single unitised curtain wall panels are used at the east and west façades. At the mechanical floor, the glazing is replaced with the 50% perforated grey PVDF coated aluminum panel to minimise the difference in appearance. The automatic louvre for sunlight control is located in between the two skins at the north (Figure 2, 3.). Roller blind is located on the inside face of the facade for light control.

The double façade is zoned according to the mechanical floor to act as a chimney to enhance the effect of stack ventilation (Figure 1.).

The pattern of the façade continues up to the crown. The double façade at the north side becomes single façade. In responding to the active strategy, photovoltaic panels replace the glazing at the north side, and solar panels are placed at the top of the crown (Figure 7. ).

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Coordinator: Giorgio Marfella

PART 2 – CONCEPT DRAWINGS

%

&

'

()

1 A1.1

*

+

,

48000

6000

5/ &52:1 723

ACTIVE LIFT GROUP 7500 13500

49500

CROWN

9000

NLA 1802 m2 GFA 1943 m2 EFFICIENCY 88.60%

22500

7500

6000

13500 3

5/ /

7500

MECHANICAL FLOOR

5/ &52:1

6000

5/ /

5/ / 5/ /

5 A1.1

5/ /

SKY-RISE PLAN 1:500

5/ / 5/ / 5/ / SKY-RISE L49-67

6000

5/ /

7500

5/ /

5/ /

5/ /

9000

5/ /

NLA 1773 m2 GFA 1943 m2 EFFICIENCY 87.10%

22500

5/ /

5/ /

5/ /

ACTIVE LIFT GROUP 7500 13500

5/ /

49500

5/ /

MECHANICAL FLOOR

6000

5/ /

7500

5/ /

13500 3

5/ /

5/ /

6000

5/ /

5/ / 5/ /

4 A1.1

1 A3.1

5/ / 5/ /

HIGH-RISE L30-48

5/ /

5/ /

6000

5/ /

HIGH-RISE PLAN 1:500

5/ /

7500

5/ /

5/ /

9000

5/ /

MECHANICAL FLOOR

6000

5/ / 5/ /

7500

5/ /

13500 3

5/ /

5/ /

6000

5/ /

5/ / 5/ /

3 A1.1

MID-RISE L11-29

5/ / 5/ / 5/ / 5/ /

MID-RISE PLAN 1:500

6000

5/ / 5/ /

NLA: 1603 m2 GFA: 1943 m2 EFFICIENCY: 78.40%

7500

135000

5/ / 5/ /

5/ /

9000

5/ /

NLA: 5440 m2 GFA: 6801 m2 EFFICIENCY: 80%

5/ /

6000

PODIUM LG-L7

5/ /

5/ /

5/ /

TOTAL

6000

7500

9000

13500 3

5/ /*

5

10

2 A1.1

20 m

ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY, TEAM MEMBER TEAM MEMBER GRANT LI SU GU SEMESTER 1, 2019 – FINAL ASSIGNMENT 832914 815638

DESIGN DEVELOPMENT REPORT

22500

PODIUM L7-6

5/ /

7500 6000

5/ / 5/ /

49500

ACTIVE LIFT GROUP

7500

5/ /

13500 3

5/ /

MECHANICAL FLOOR

5/ /

LOW-RISE

5/ /

SECTION 1:700 0

ACTIVE LIFT GROUP

22500

5/ /

7500

5/ /

49500

5/ /

1 A1.1

NLA 1695 m2 GFA 1943 m2 EFFICIENCY 83.20%

135000

5/ /

TEAM MEMBER

TUTOR

TUTORIAL N.

YIYI ZHU 795607

MELISSA MALIK

19

DUE DATE

14 JUNE 2019

LOW-RISE PLAN 0 1:500

DRAWING TITLE

A1.1 STACKING: PLANS AND SECTION SCALE

SCALE AS INDICATED

3000

9000

21000

5

7500

6000 135000

10

20 m

NLA: 144755 m2 GFA: 124800 m2 EFFICIENCY: 81.30% LEVELS: 67 HEIGHT: 350m SLENDERNESS RATIO: 7.2 FLOOR AREA RATIO: 15.58 MECHANICAL FLOOR N.: 4 DRAWING N.

A1.1

RO T A L

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FLOOR GROUP SKY-RISE HIGH-RISE MID-RISE LOW-RISE

EXH IBIT ION

L

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ELEVATION 1

ELEVATION 2

ELEVATION 3

ELEVATION 4

T

STR EET ENTRANCE POINT

SITE PLAN 1:1000

P

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TR

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RESPONDING TO URBAN CITY GRIDS & POSTING A WELCOME GESTURE TO THE PEOPLE/ ENVIRONMENT

T

EXH IBIT ION STR

ALE

EET

LE

LITT

SD LON

EET

STR

NATURAL ENVIRONMENT TRAM/BUS STOPS MAIN GATHERING POINT TOWER SET BACK FOR SAFETY, PRIVACY, AND ENVIRONMENTAL PROTECTION

NATURAL ENVIRONMENT & TRANSPORTATION STOPS

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PRECEDENT:Two International Finance Centre Completion: 2003 Location: HONGKONG, CHINA Area: ,999,988 ft² Height: 412m Structural Engineer: J. Roger Preston Limited Architect: Cesar Pelli & Associates Two International Finance Centre. (2019). Retrieved from: http://www.skyscrapercenter.com/building/two-

SPLIT EQUALLY FOR LIFT EFFICIENCY

VIEW BUILDING HEIGHT (m)

ALIGNED WITH THE CBD NORTH & SLOPES AS A GESTURE TOWARDS THE CARLTON GARDENS

90 30 0

VIEW & HEIGHT & SUN

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ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY, TEAM MEMBER TEAM MEMBER GRANT LI SU GU SEMESTER 1, 2019 – FINAL ASSIGNMENT 832914 815638

DESIGN DEVELOPMENT REPORT

TEAM MEMBER

TUTOR

TUTORIAL N.

YIYI ZHU 795607

MELISSA MALIK

19

DUE DATE

14 JUNE 2019

DRAWING TITLE

A1.2 STACKING: MODEL AND 3D VIEWS/DIAGRAMS SCALE

SCALE AS INDICATED

A1.2

DRAWING N.

A1.2

1 A2.2

1 A3.1

A

B

D

C

M

COLUMN SCHEDULE

E F

G

C1

M

1 11

K

J

I

H C1

NO.

SIZE

REMARKS

MC1

W 1500MM X D 3000MM (3 X 1200 WB 455)

LOW/MID RISE MEGA COLUMN CONCRETE ENCASED STEEL COLUMN LG - L 30

MC2

W 1500MM X D 2500MM (3 X 1000 WB 322)

HIGH RISE MEGA COLUMN CONCRETE ENCASED STEEL COLUMN L31 - L 49

MC3

W 1500MM X D 2000MM (3 X 900 WB 282)

SKY RISE MEGA COLUMN CONCRETE ENCASED STEEL COLUMN L49 - L CROWN TIP

C1

W 600 MM X D 1100 MM (2 X 500 WC 440)

LOW RISE SECONDARY COLUMN

C2

W 500MM X D 900 MM (2 X 400 WC 361)

MID RISE SECONDARY COLUMN

C3

W 450MM X D 800 MM (2 X 350 WC 280)

HIGH RISE SECONDARY COLUMN

PC1

W 600MM X 600 MM (500 WC 440)

PODIUM COLUMN

PC2

W 600MM X 600 MM REINFORCED CONCRETE COLUMN

PODIUM COLUMN

PC2

W 1000 MM X 1000 MM REINFORCED CONCRETE COLUMN

PODIUM COLUMN

(%

& &

10

M

M C1

9

C1

(%

&:

(%

8 7

72/,(7

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72/,(7

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2 A2.1

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M

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4

PROFILE

CORE SCHEDULE

LOW-RISE STRUCTURAL PLAN 1:400

1 A3.1 1 A2.2

830 0

750 0

800 0

THICKNESS

REMARK

LG - L 30

600MM

REINFORCED CONCRETE WALL

CW2

L 31 - L 49

500MM

REINFORCED CONCRETE WALL

CW3

L 49 - L CROWN

400MM

REINFORCED CONCRETE WALL

CC1

LG - L30

1400MM X 1400MM

REINFORCED CONCRETE COLUMN

CC2

L 31 - L 49

1200MM X 1200MM

REINFORCED CONCRETE COLUMN

CC3

L 49 - L CROWN

1000MM X 1000MM

REINFORCED CONCRETE COLUMN

CRC1

L CROWN - L CROWN TIP

250 UC 90 (W 256 X D 260)

CROWN FRAMING

606 2

3&

3&

LEVEL CW1

3&

895 0

606 2

9000

3&

M

1 11

9000

2 PC M

C1

3&

922 0

3&

3&

3&

606 2

BEAM SCHEDULE

3&

6000

922 0

3&

NO.

SIZE

REMARKS

EB

W 400mm x D 1024mm (1000 WB 323)

EDGE BEAM

PB

W 400mm x D 924mm (900 WB 282)

PRIMARY BEAMS

7500

C1

9000

22500

4500 7500

FB

FlOOR FRAMING STEEL TRUSS

W 200mm x D 900mm

3000

6000

3&

3000

3 &

M

PT

3&

3 &

3 &

W 800mm x D 4000mm

TRANSFER BEAM

9000

9000

3&

3 &

3 &

36000

C1 M 3&

3 &

TB

9000

3 &

3

3 &

9000

M

C1

3 &

3&

6000

3&

3&

6000

4

7500

5

PODIUM TRUSS STEEL TRUSS

W 600mm x D 1500mm

7500

M

C1

3&

6

C1

6000

3000

3&

3&

3&

7

3000

3&

3&

&:

8

3&

3000

3000

3&

3&

M

M C1

650 0

3&

9

3&

780 0

3&

10

OT

3000

3000

3000 15 1500

18500

1 13500

3000 9000

3000

3000 3000 21000

3000

3000 9000

3000

3000

3000

3000

3000

3000

3000

3000

3000

3&

3 &

3 &

3&

3000

3000

3000

3 &

3 &

3&

1

4500

4500

3&

3 &

3 &

3&

3 &

3 &

2

3 &

W 1000mm x D 8000mm

3000

11500 5 135000

9000

9000

84500

1 A2.1

PODIUM STRUCTURAL PLAN 1:400

ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY, TEAM MEMBER TEAM MEMBER GRANT LI SU GU SEMESTER 1, 2019 – FINAL ASSIGNMENT 832914 815638

DESIGN DEVELOPMENT REPORT

TEAM MEMBER

TUTOR

TUTORIAL N.

YIYI ZHU 795607

MELISSA MALIK

19

DUE DATE

14 JUNE 2019

DRAWING TITLE

DRAWING N.

A2.1

A2.1 STRUCTURE: PLANS AND SECTIONS

SCALE

1:400

P

OUTRIGGER & BELT AT MECHANICAL FLOORS (L29 & L48)

5/ &52:1 723

CROWN

MEGA COLUMN

5/ &52:1

5/ / 5/ / 5/ / 5/ /

CROWN FRAMING

5/ / 5/ / 5/ / 5/ / 5/ / 5/ / 5/ / 5/ / 5/ / 5/ /

MECHANICAL FLOOR

5/ / 5/ / 5/ / 5/ / 5/ /

OUTRIGGER BELT

5/ / 5/ / 5/ / 5/ / 5/ /

TOWER FLOOR FRAMING

TYPICAL TOWER FLOOR

5/ / 5/ / 5/ / 5/ / 5/ / 5/ / 5/ /

CORE

EDGE BEAM

5/ / 5/ / 5/ / 5/ / 5/ / 5/ /

PODIUM FLOOR FRAMING

5/ /

5/ / 5/ / 5/ /

PODIUM

5/ /

3 A2.2

GLAZED OVER FRAMING

5/ / 5/ /

TRANSFER BEAM

5/ / 5/ / 5/ / 5/ / 5/ / 5/ /

2 A2.2

5/ / 5/ /

EXPLODE AX - STRUCTURAL NOT TO SCALE

5/ / 5/ / 5/ / 5/ /

EXTERIOR

INTERIOR

5/ /

160

FFL123.15 L28

5/ /

160 MM COMPOSITE FLOOR EDGE BEAM

5/ / 5/ / 5/ /

FCL121.75 L27

CW1, CORE WALL

FM, STEEL TRUSSES SERVICES

5/ / 5/ /

300

5/ / 5/ /

5/ /

SERVICES ZONE 1090

MC1, CONCRETE COLUMN

5/ /

960

1 A2.2

OVERALL SECTION - STRUCTURAL 1:700 0 5 10 20 m

ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY, TEAM MEMBER TEAM MEMBER GRANT LI SU GU SEMESTER 1, 2019 – FINAL ASSIGNMENT 832914 815638

DESIGN DEVELOPMENT REPORT

600 0 3000

5/ /*

3 A2.2

TEAM MEMBER

TUTOR

TUTORIAL N.

YIYI ZHU 795607

MELISSA MALIK

19

DUE DATE

14 JUNE 2019

SECTION DETAIL 1:100

DRAWING TITLE

A2.2 STRUCTURE: MODEL AND 3D DIAGRAMS SCALE

SCALE AS INDICATED

P

DRAWING N.

A2.2

FFL119.05 L27

FCL117.65 L26

K RL +350.00

J

I H

G

F

E

D

C B

D

A

CROWN TOP

%,39

%,39

%,39

%,39

%,39

%,39

%,39

03 0 03 3

03 0 03 3 3

03 0 03 3

03 0 03 3

4100

0& 0

03 0 3

03 0 3

MODULE 1500

&/ CROWN

L63

RL +270.60

L62

RL +266.50

L61

RL +262.40

L60

RL +258.30

L59

RL +254.20

L58

RL +250.10

L57

RL +246.00

L56

RL +241.90

L55

RL +237.80

L54

RL +233.70

L53

RL +229.60

L52

RL +225.50

L51

RL +221.40

L50

RL +217.30

L49

RL +209.10

L48

RL +205.00

L47

RL +200.90

L46

RL +196.80

L45

RL +192.70

L44

RL +188.60

L43

RL +184.50

L42

RL +180.40

L41

RL +176.30

L40

RL +172.20

L39

RL +168.10

L38

RL +164.00

L37

RL +159.90

L36

RL +155.80

L35

RL +151.70

L34

RL +147.60

L33

RL +143.50

L32

RL +139.40

L31

RL +135.30

L30

RL +127.10

L29

RL +123.00

L28

RL +118.90

L27

RL +114.80

L26

RL +110.70

L25

RL +116.60

L24

RL +102.50

L23

RL +98.40

L22

RL +94.30

L21

RL +90.20

L20

RL +86.10

L19

RL +82.00

L18

RL +77.90

L17

RL +73.80

L16

RL +49.70

L15

RL +65.60

L14

RL +61.50

L13

RL +57.40

L12

RL +53.30

L11

RL +45.10

L10

RL +41.00

L9

RL +36.90

L8

RL +32.80

L7

RL +28.70

L6

RL +24.60

L5

RL +20.50

L4

RL +16.40

L3

RL +12.30

L2

RL +08.20

L1

RL +00.00

LG

1 A3.1

NORTH ELEVATION 1:700 0 5 10

&/

P

D &/

03 0 3

03 0 3

03 0 3

03 0 03 3

03 0 03 3 3

03 0 03 3 3

03 0 03 3 3

03 0 3

03 03 0 33

03 03 0 33

03 03 0 33

0& 0

03 0 33

03 0 33

03 0 33

TRANSOM WF1

&/

4 A3.1

93

93

93

93

93

93

93

STACK JOINT

MULLION WF1

MODULE 1500

&/

3 A3.1

3 A3.1

1500

750

& /

& /

1500 0

750

&/

&/

1500

1500

&/

& /

NORTH ELEVATION - CROWN 1:100

&/

P

9

63 3

93

63 3

63

6 63

63 3

63 3

63 3

93

93

93

93

0& 0 93

9/

9/

63 3

9/

63 3

MODULE 1500

&/

2 A3.1

93

63

1500

& /

1500

&/

750

&/

9/

63 3

6 63

750

& /

9/

9/

MULLION WF1

63 3

STACK JOINT

1500

&/

NORTH ELEVATION - CROWN 1:100

9/

63 3

1500

TRANSOM WF1

& /

&/

6*

6*

6*

6*

6*

6*

6*

6*

6*

6*

6*

6*

6*

6*

6*

6*

6*

6*

6*

6*

6*

6*

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6*

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6*

6*

6*

6*

6*

6*

6*

6*

P

L64

RL +274.70

1500

& /

6* 6*

RL +278.80

1500

&/

4100

L65

MECHANICAL FLOOR 8200

L66

RL +282.90

750

&/

4100

RL +287.00

1500 0

&/

TYPICAL FLOOR 4100

L67

750

& /

NORTH ELEVATION - CROWN 1:100

SPANDREL 955

RL +291.10

4 A3.1

5 A3.1

1500

& /

TYPICAL FLOOR 4100 VISION PANEL 3145

RL +299.30

03 0 3

6* 6*

20 m

ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY, TEAM MEMBER TEAM MEMBER GRANT LI SU GU SEMESTER 1, 2019 – FINAL ASSIGNMENT 832914 815638

DESIGN DEVELOPMENT REPORT

1 A3.1

1 A3.1 TEAM MEMBER

TUTOR

TUTORIAL N.

YIYI ZHU 795607

MELISSA MALIK

19

DUE DATE

14 JUNE 2019

NORTH ELEVATION - PODIUM 1:100

DRAWING TITLE

A3.1 ENVELOPE: TYPICAL GENERAL ARRANGEMENT SCALE

SCALE AS INDICATED

DRAWING N.

A3.1

P

GEAR TRACK

UPPER PARAPET

BMU TRACKS

PARAPET HEIGHT ABOVE MAINTENANCE PLATFORM 3150

SAFETY RAIL

WALKWAY

PHOTOVOLTAIC STRUCTURE

SP2

RL 325.30

HL1

NORTH PARAPET HEIGHT

VP2 VP1

WF1

SP1

VP1 LV1 FACADE FRAMING

OUTSIDE INSIDE

4 A3.2

TOWER PARAPET

FACADE - AXO NOT TO SCALE

RL 299.30

CROWN FlOOR

FCL 298.05

MECHANICAL FLOOR

3 A3.2

PARTIAL SECTION - CROWN EAST 1:100

EXTERIOR

30O

INTERIOR

1345

FFL 135.45 35 5 L30 30

5 A3.2

PASSIVE SYSTEM - VENTILATION NOT TO SCALE

6 A3.2

ACTIVE SYSTEM - PHOTOVOLTAIC NOT TO SCALE

7 A3.2

PASSIVE SYSTEM - DOUBLE FACADE NOT TO SCALE

8 A3.2

PASSIVE SYSTEM - SUN SHADING NOT TO SCALE

6855

MECHANICAL FLOOR 8200

RL134.25 3 5 L299

390

FLOOR O TO CEILING HEIGHT 2700

FCL125.85 L28

VISION PANEL 2755

TYPICAL FLOOR 4100

955

RL127.10 L29

CODE REMARKS

MATERIAL

FINISH

COLOUR

MC

MEGA COLUMN

CONCRETE ENCASE STEEL COLUMN

EPOXY PAINT FINISH

LIGHT GRAY

SP1

SPANDREL PANEL NORTH TOWER FACADE PANEL OUTSIDE SKIN

TOUGHENED GLASS COVERED SINGLE GLAZED

REFLECTIVE FILM

GREY

VP1

VISION PANEL NORTH TOWER FACADE OUTSIDE SKIN

SINGLE GLAZED HEATSTRENGTHENED

REFLECTIVE FILM

GREY

LV1

MECHANICAL FLOOR

WATERPROOF LOUVERS KENSINGTON SERIES®

POWDER COAT

GREY

SP2

SPANDREL PANEL NORTH TOWER FACADE PANEL INSIDE SKIN

SINGLE GLAZED TOUGHENED GLASS

COLOURBACK REFLECTIVE FILM

GREY

VP2

VISION PANEL NORTH TOWER FACADE PANEL INSIDE SKIN

DOUBLE GLAZED ARGON

NA

CLEAR WHITE

VP3

VISION PANEL WEST/EAST/SOUTH TOWER FACADE PANEL

DOUBLE GLAZED ARGON

REFLECTIVE FILM

GREY

BIPV

CROWN NORTH FACADE PANEL

BUILDING INTEGRATED PHOTOVOLTAIC PANELS

NA

DARK GREY

CP2

CROWN EAST/WEST/SOUTH SINGLE GLAZED HEATFACADE PANEL STRENGTHENED

COLOURBACK REFLECTIVE FILM

GREY

PV1

CROWN TOP PHOTOLYTIC PANELS

PHOTOVOLTAIC PANELS

NA

BLACK

VL1

VERTICAL SHADING EAST FACADE

ALUMINUM

PVDF COATING

LIGHT GREY

HL1

MAINTENANCE WALK WAY NORTH FACADE

ALUMINUM GRATE

PVDF COATING

LIGHT GREY

WF1

UNITISED CURTAIN WALL FRAME

ALUMINUM

PVDF COATING

LIGHT GREY

SG1

PODIUM STRUCTURAL GLAZING

TOUGHENED GLASS

ANTI-GLAZE

LIGHT GREY

GR1

GLAZED ROOF OVER PODIUM

LAMINATED GLASS

ANTI-GLAZE

LIGHT GREY

FFL123.15 L28

FCL121.75 C 75 L277 960 3000

PARTIAL SECTION - TOWER NORTH 1:100

2 A3.2

1 A3.2

LEGEND

PARTIAL SECTION - PODIUM 1:100

ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY, TEAM MEMBER TEAM MEMBER GRANT LI SU GU SEMESTER 1, 2019 – FINAL ASSIGNMENT 832914 815638

DESIGN DEVELOPMENT REPORT

TEAM MEMBER

TUTOR

TUTORIAL N.

YIYI ZHU 795607

MELISSA MALIK

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DUE DATE

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DRAWING TITLE

DRAWING N.

A3.2 ENVELOPE: MODEL AND 3D VIEWS/DIAGRAMS SCALE

1:100 @ A2

P

A3.2

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Coordinator: Giorgio Marfella

PART 3 - KEY ENVELOPE DETAILS

D

E

1

3000

GR1 VP1

VP1

VP1

FRL 12890 L2

2600

VP1

VP1

VP1

1800

4 A5.1 CL 10810 L1 LCL 10610 L1

300

1500

FFL 12010 L2

INTERIOR

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

1500

SG1

1500

SG1

1200

EXTERIOR

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

SG1

1500

SG1

3 A5.1

1500

SG1

1500

SG1

1500

SG1

1500

SG1

1500

5 A5.1

3000 0

3000

3600

SG1

1500

FCL3150 L1

SG1

1500

1

A4.1

1 150

FGL150 LG

2 A5.1 600

2 A4.1

1800

3000

1800

600

6000

3 A4.1

LOBBY NORTH ELEVATION

3 A4.1

SCALE 1:50

LOBBY GENERAL ARRANGEMENT DETAIL SECTION SCALE 1:50

3 A4.1 INTERIOR

EM

PT CODE

RL 150

Mega column; Concrete and steel; (SR[\ SDLQW ÀQLVK

SP1

Outside skin spa`ndral panel; Single glazed; Laminated safety glass

VP1

Outside skin vision panel; Single glazed; Laminated safety glass

GR1

Glazed roof over podium; Laminated Anti-glaze glass; /LJKW JUH\

SG1

Structual glazed panels of cable net system; 7RXJKHQHG $QWL JOD]H glass; /LJKW JUH\

RC1

Pre-coated alluminim roof capping

1

A5.1 LS

SL

SL

LS

EXTERIOR 600

1800

3000

D

1 A4.1

2 A4.1

1800

600

750

E

LOBBY GENERAL ARRANGEMENT DETAIL PLAN

4 A4.1

SCALE 1:50

ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY, TEAM MEMBER SU GU SEMESTER 1, 2019 – FINAL ASSIGNMENT 815638

TUTOR

TUTORIAL N.

MELISSA MALIK

19

DESIGN DEVELOPMENT REPORT

DUE DATE

14 JUNE 2019

ISOMETRIC NOT TO SCALE

DRAWING TITLE

DRAWING N.

A4.1 LOBBY FAÇADE: GENERAL ARRANGEMENT SCALE

1:50 @ A2

LEDENED

MC

PP

A4.1

CL1

EXTERIOR

CODE

LEDENED

CL1

6PRRWK ZKLWH ÀQLVK ZLWK KLJK OLJKW UHÁHFWLYH ÀQLVK PANEL

EM

(QWU\ PDWWLQJ ZLWK abrasive grit inserted

PT2

PC

INTERIOR

4 A5.1

&UHDP\ ZKLWH Sandblasted

CABLE NET TOP CONNECTION DETAIL SECTION SCALE 1:10

OLPHVWRQH ÁRRU WLOHV Portal frame cladding, 6ROLG /LJKW *UH\ PP WKLFN DOXPLQLXP ZLWK D Fluoropolymer coating of PVDF

EXTERIOR

INTERIOR

PP

5 A5.1

INTERIOR

CABLE NET STRUCTURAL GLAZING TYPICAL DETAILS

3 A5.1

SCALE 1:5

SCALE 1:10

EXTERIOR

PT2

INTERIOR

PP

EM

CABLE NET CONNECTION DETAIL SECTION

PP

PP

PC

PP

EXTERIOR 1 A5.1

PP

PLAN DETAIL

2 A5.1

SCALE 1:10

ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY, TEAM MEMBER SU GU SEMESTER 1, 2019 – FINAL ASSIGNMENT 815638

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DESIGN DEVELOPMENT REPORT

DUE DATE

14 JUNE 2019

GROUND FLOOR DETAIL SECTION SCALE 1:10

DRAWING TITLE

DRAWING N.

A5.1

A5.1 LOBBY FAÇADE: DETAILS SCALE

1:10 @ A2

PP

'

3 A4.2

CARPET

STACK JOINT SPANDREL PANEL 1345

FFL1135.45 L30

SP2 MP1

MP1, 50% PERFORATED ALUMINUM PANEL GREY PVDF COATING CONCRETE MC1, LIGHT GREY EPOXY PAINT FINISH

MP1 M P1

TRANSOM

MP1 M P1

7140

WEATHERPROOF LOUVER 6855

MECHANICAL FLOOR 8200

STEEL FRAMING LF, 100X100X9 SHS PVDF COATING

50% PERFORATED PANEL 4100

CL129.95 L29

ALUMINUM FOLDED BACK PAN NON-COMBUSTIBLE THERMAL INSULATION

LV1

LV1

THERMAL INSULATION PB, PRIMARY BEAM

3 A5.2

TOUGHENED GLASS GREY, COLOURBACK

MC

50% PERFORATED PANEL 4100

MP1 M P1

COMPOSITE FLOOR

STEEL OUTRIGGER SP2

SP2

STEEL FRAMING LF, 100X100X9 SHS PVDF PAINTED WEATHERPROOF LOUVER

2 A4.2 BIRD-WIRE MESH STEEL CONCRETE UPSTAND

VP1

SP2

AUTOMATED BLINDS

SP2

SP2

3 A5.2

COMPOSITE FLOOR SLAB THERMAL INSULATION THERMAL AND ACOUSTIC INSULATION

TOUGHENED GLASS GREY, COLOURBACK

FCL125.85 L28

VP1 SINGLE GLAZE TOUGHENED GLASS GREY REFLECTIVE FILM

VP2

VP2

FFL127.10 L29 MECH. FlOOR

SP2

TRANSOM WF1

VP2

STACK JOINT

EXTERIOR

INTERIOR

FLOOR TO CEILING 2700

VENT SPANDREL PANEL 390 955

VP1

VISION PANEL 2755

TYPICAL FLOOR 4090

1345

FIXED WEATHERPROOF LOUVER

VP2 DOUBLE GLAZED AGRON TOUGHENED GLASS

MULLION

1 A4.2

1 A4.2

VP1

SP2

SP2

310

FFL123.15 L28 SERVICE ZONE 1090

VP1

MAINTENANCE WALKWAY MAINTENANCE HL2A WALKWAY HL1, ALUMINUM GRATE PVDF COATING STACK JOINT HOOK ON ACTIVE LOUVER FIXING BRACKET NATURAL SP2 VENTILATION TOUGHENED GLASS

FCL121.75 L27

GREY, COLOURBACK

OUTSIDE SKIN

2 A5.2

INSIDE SKIN

180

600

EB EDGE BEAM ACTIVE LOUVER NATURAL VENTILATION

180

960 MEGA COLUMN 3000

2 PARTIAL ELEVATION - NORTH A4.2 1:50

3 PARTIAL SECTION - NORTH A4.2 1:50 MAINTENANCE WALKWAY, HL2

3 A4.2

PRIMARY CELLULAR WELDED BEAMS, PB,

MATERIAL AND FINISH SCHEDULE CODE

ACOUSTIC CEILING, CL1 FIRE STOP

SECONDARY BEAMS STEEL TRUSSES, FB

MC1

VP1

OUTER SKIN VISION PANEL; SINGLE GLAZED HEATSTRENGTHENED GLASS GREY REFLECTIVE FILM

MP1

50% PERFORATED ALUMINUM PANEL; LIGHT GREY PVDF COATING

FB

PB

THERMAL INSULATION

INTERIOR

CARPET CP1, GREY OVER ACCESS FLOOR TILES

ACTIVE LOUVER TRANSOM

PB

FFL 123.15 L28

DOUBLE GLAZED, VP2

FB

RAISED ACCESS FLOOR

HL2 MAINTENANCE WALKWAY MULLION, WF1

180 600

COLOURBACK,SP2

MC1

1 A5.2

STEEL BEAM, EB VERMICULITE SPRAY FIRE PROTECTED

EXTERIOR MODULE 1500

CARPET, CP1 750

1500

750

LV1

COMPOSITE FLOOR

EB

EB

STACK JOINT HOOK-ON BRACKET

180

960

ADJUSTABLE FIXING BRACKET

1500

1 PARTIAL FLOOR PLAN A4.2 1:50

SP2

VP2

INSIDE SKIN VISION PANEL; DOUBLE GLAZED ARGON INSULATING UNITS; CLEAR

WF1

UNITISED CURTAIN WALL FRAME; ALUMINUM PVDF COATING; LIGHT GREY

HL1

MAINTENANCE WALKWAY; ALUMINUM GRATE; LIGHT GREY

SINGLE GLAZED, VP1

EXTERIOR

WATERPROOF LOUVERS; KENSINGTON SERIES®; POWDER-COATED INNER SKIN SPANDREL PANEL; SINGLE GLAZED TOUGHENED GLASS GREY COLOURBACK

MULLION, WF1

2 A4.2

LEGEND MEGA COLUMN; CONCRETE AND STEEL; EPOXY PAINT FINISH; LIGHT GREY

4 ISOMETRIC A4.2 NOT TO SCALE

ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY, TEAM MEMBER YIYI ZHU SEMESTER 1, 2019 – FINAL ASSIGNMENT 795607

TUTOR

TUTORIAL N.

MELISSA MALIK

19

DESIGN DEVELOPMENT REPORT

DUE DATE

14 JUNE 2019

DRAWING TITLE

DRAWING N.

A4.2 TYPICAL FLOOR: GENERAL ARRANGEMENT SCALE

1:50 @ A2

PP

A4.2

EXTERIOR

STRUCTURAL SCHEDULE

INTERIOR

TOP HAT ALUMINUM MP1, 50% PERFORATED ALUMINUM PANEL LIGHT GREY PVDF COATING

DEFLECTION HAT ALUNIMIUM

4 SECTION DETAIL - NORTH FACADE MECHANICAL FLOOR 2 A5.2 1:10

10MM FIBER CEMENT SHEET

EXTERIOR

MP1, 50% PERFORATED ALUMINUM PANEL GREY PVDF COATING

CODE

SIZE

REMARKS

MC1

W 1500MM X D 3000MM (3 X 1200 WB 455)

CONCRETE MEGA COLUMN CONCRETE ENCASED STEEL COLUMN

PROFILE

EB

W 400MM X D 1024MM (1000 WB 323)

EDGE BEAM

PB

W 400MM X D 924MM (900 WB 282)

PRIMARY BEAMS STEEL CELLULAR WELDED BEAM

FB

STEEL TRUSS (W 200MM X D 900MM)

FLOOR FRAMING

LF

100X100X9 SHS

MECHANICAL FLOOR LOUVER FRAMING

INTERIOR

BIRD WIRE MESH STAINLESS STEEL

LF, STEEL FRAMING, 100X100X9 SHS PVDF PAINTED

STACK JOINT

ALUMINUM FLASHING MEMBRANE SCREED FALL TO DRAINAGE SMOKE FLASHING

STEEL OUTRIGGER LIGHT GREY PVDF COATING

CAST-IN CHANNEL

STEEL STRUT LIGHT GREY PVDF COATING

THERMAL INSULATION UNDER MECHANICAL FLOOR SLAB

STEEL OUTRIGGER LIGHT GREY PVDF COATING

50

MATERIAL AND FINISH SCHEDULE

3 SECTION DETAIL - NORTH FACADE MECHANICAL FLOOR 1 A5.2 1:10

CODE

EXTERIOR

MAINTENANCE WALKWAY, HL1 GRATE

MC1

VP1

OUTSIDE SKIN VISION PANEL SINGLE GLAZED HEAT-STRENGTHENED

MP1

50% PERFORATED PANEL ALUMINUM

160

150

STRUCTURAL SILICON STACK JOINT HOOK-ON BRACKET PRIMARY ANGLE BRACKET FIRE STOP FIRE STOP BRACKET STEEL SLAB SUPPORT WELDED TO EDGE BEAM CONCRETE MC1, LIGHT GREY EPOXY PAINT FINISH

RAISED ACCESS FLOOR

600X600 TILED SYSTEM SUSPENSION HANGER

NON-COMBUSTIBLE THERMAL INSULATION

LV1

SUSPENSION ROD

ALUMINUM FOLDED BACK PAN

PRIMARY BEAM PB, STEEL

SP2, TOUGHENED GLASS GREY, COLOURBACK

EDGE BEAM EB, STEEL VERMICULITE SPRAY FIRE PROTECTED

AUTOMATED BLINDS TRANSOM ACTIVE LOUVER NATURAL VENTILATION

TOP CROSS RAIL

180

MAINTENANCE WALKWAY 600

WATERPROOF LOUVERS KENSINGTON SERIES®

GREY POWDER-COATED

VP2

INSIDE SKIN VISION PANEL DOUBLE GLAZED AGRON

WF1

ALUMINUM UNITISED CURTAIN WALL FRAME

HL1

MAINTENANCE WALKWAY ALUMINUM GRATE

LIGHT GREY PVDF COATING

CP1

CARPET

GREY

ACOUSTIC CEILING

WHITE

CL1, ACOUSTIC CEILING WHITE SUSPENDED CL1 CONCEALED SYSTEM

VP2 DOUBLE GLAZED ARGON TOUGHENED GLASS

GREY PVDF COATED

INSIDE SKIN SPANDREL GREY PANEL COLOURBACK SINGLE GLAZED TOUGHENED GLASS

SUSPENSION CLIPS

TRANSOM

GREY REFLECTIVE FILM

SP2

FURRING CHANNEL

VP1 SINGLE GLAZE TOUGHENED GLASS GREY REFLECTIVE FILM

LEGEND

LIGHT GREY EPOXY PAINT FINISH MEGA COLUMN OUTSIDE CONCRETE AND STEEL CONCRETE RENDER FINISH INSIDE

INTERIOR

SKIRTING CONTINUOUS SMOKE FLASHING CARPET CP1, GREY OVER ACCESS FLOOR TILES

FINISH

CLEAR LOW IRON TOUGHENED GLASS LIGHT GREY PVDF COATING

INTERNAL BLIND

180

960

2 SECTION DETAIL - NORTH FACADE 1 A5.2 1:10

CONCRETE MC1, LIGHT GREY, 1-2MM CONCRETE RENDER FINISH

600x600 TILED SYSTEM INTERIOR

VP2, DOUBLE GLAZED AGRON TOUGHENED GLASS PRIMARY FLOOR ANGLE BRACKET

SKIRTING TO SEAL CURTAIN WALL BRACKET AND STACK JOINT

FFL 123.15 L28

ANCHOR BOLTS

CAST-IN INSERT

CARPET CP1, GREY OVER ACCESS FLOOR TILES SLAB EDGE BELOW 50MM GAP BELOW

HOOK-ON BRACKET 50

VERTICAL ADJUSTING BOLT

MAINTENANCE WALKWAY HL2, ALUMINUM GRATE PVDF COATING OVER STEEL OUTRIGGER

MAINTENANCE WALKWAY 600

960

180

MALE MULLION FEMALE MULLION

SEALANT

180

BACKER ROD CAST-IN INSERT

VP1, SINGLE GLAZED TOUGHENED GLASS GREY REFLECTIVE FILM FINISH

EXTERIOR MODULE 1500

750

CONCRETE MC1, LIGHT GREY EPOXY PAINT FINISH

1 PLAN DETAIL - NORTH FACADE A5.2 1:10

ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY, TEAM MEMBER YIYI ZHU SEMESTER 1, 2019 – FINAL ASSIGNMENT 795607

TUTOR

TUTORIAL N.

MELISSA MALIK

19

DESIGN DEVELOPMENT REPORT

DUE DATE

14 JUNE 2019

DRAWING TITLE

DRAWING N.

A5.2

A5.2 TYPICAL FLOOR: DETAILS SCALE

1:10 @ A2

PP

G

F 750

750

750

1500

1500

1500

1500

FINISHES LEGEND

750

MC

Mega column; Concrete and steel; Epoxy paint finish

VG1

Outside skin vision panel; Single glazed; Laminated safety glass; Grey tint

SP2

BIPV

BIPV

BIPV

BIPV

BIPV

IMITATING TYPICAL FLOOR 4100

BIPV

MC SC1

400 WC 144; Galvanised; Dark grey coat

P1

2 x 300 PFC; Galvanised; Dark grey coat

R1

200 x 100 6.0 RHS; Galvanised; Dark grey coat

T1

310 UC 158; Galvanised; Dark grey coat

T2

360 UB 56; Galvanised; Dark grey coat

T3

500 WC 228; Galvanised; Dark grey coat

Spandrel panel; Colourback; Grey

LV

Waterproof louvres; Kensington series; Powdercoated

HL2

Maintenance walkway; Steel flooring; Grate

AL1

Aluminium; Powder coated; Grey

BIPV

MC

STRUCTURE LEGEND Mega column; 1500 x 2000 mm 3 x 900 WB 322

Building-integrated Photovoltaic

PROFILE (NTS)

BUILDING MAINTENANCE UNIT

3 A5.3

BIPV

BIPV

BIPV

BIPV

BIPV

PARAPET HEIGHT ABOVE MAINTENANCE PLATFORM 3150

IMITATING TYPICAL FLOOR 4100

BIPV

ALUMINIUM CAPPING (AL1)

3 A4.3 SAFETY RAIL 310 UC 158 GALVANISED (T1) 500 WC 228 GALVANISED (T3)

TYPICAL ELEVATION 2 A4.3 1:50 SCALE

360 UB 56 GALVANISED (T2)

3 A4.3 RL 325.30

NORTH PARAPET HEIGHT

STACK JOINT

TWO MEN CRADLE PHOTOVOLTAIC STRUCTURE

2 A5.3

WALKWAY (HL2) GEAR TRACK

2 A4.3

OUTSIDE

MEGA COLUMN (MC)

1 A4.3

TWO MEN CRADLE

SPLIT MULLION

BIPV

2 A4.3

CURTAIN WALL BRACKET STACK JOINT

200 x 100 x 6.0 RHS (R1)

RL 303.40

CROWN LEVEL 1

2x 300 PFC GALVANISED (P1) CURTAIN WALL BRACKET 400 WC 144 GALVANISED (SC1)

VG1

INSIDE

OUTSIDE

RL 322.15

4 A4.3

STEEL PLATE

INSIDE

4 A4.3

BITUMEN SPRAY SEALANT GROUT

200 x 100 x 6.0 RHS (R1)

CONCRETE PEDESTAL

1 A5.3

SCREED (CS) SLOPE TO ROOF DRAIN WATERPROOF MEMBRANE BITUMEN

200 x 100 x 6.0 RHS (R1)

FALL (1 )

INSULATION

CONCRETE UPSTAND

RL 299.30

SAFETY RAIL

CROWN FlOOR 200 BONDEK SLAB

WALKWAY (HL2) SPANDREL BMU TRACKS

1 A4.3

SERVICE PIPE

MECHANICAL FLOOR

MAINTENANCE TRACK PLAN 3 A4.3 1:50 SCALE 1 A4.3

4 A5.3

FCL 298.05

STEEL TRUSS (SB)

GEAR TRACK

MECHANICAL LOUVRES (LV)

INSIDE

MECHANICAL FLOOR

BIRD WIRE MESH

2 A4.3

OUTSIDE BIPV

50% PERFORATED PANEL

SPLIT MULLION

SECTION 1 A4.3 1:50 SCALE

CURTAIN WALL BRACKET

5 A5.3 PARAPET GEAR TRACK (FOR INCLINE)

ID E

200 x 100 x 6.0 RHS (R1)

OU

TS

TOWER PARAPET

INSIDE

PERIMETER TRUSSES

FALL

VG1 BMU

RL 299.30 FA

PV PANEL STRUCTURE

LL 2x 300 PFC GALVANISED

1 SLOPE TO ROOF DRAIN CONCRETE SCREED

SAFETY RAIL

PORTION OF TRACK LOWERS TO STORE BMU WHEN NOT IN USE

CONCRETE PEDESTAL

IDE

VERTICAL TRACKS

INS

1 A4.3 TOWER ROOFTOP PLAN 4 A4.3 1:50 SCALE

400 WC 144 GALVANISED (SC1)

FALL

WALKWAYS

BMU ISOMETRIC 5 A4.3 NOT TO SCALE

N

ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY, TEAM MEMBER GRANT LI SEMESTER 1, 2019 – FINAL ASSIGNMENT 832914

TUTOR

TUTORIAL N.

MELISSA MALIK

19

DESIGN DEVELOPMENT REPORT

DUE DATE

14 JUNE 2019

DRAWING TITLE

SCALE

1:50 @ A2

A4.3 PARAPET: GENERAL ARRANGEMENT

PP

DRAWING N.

A4.3

524

ALUMINIUM PARAPET CAPPING (AL1) 2 x 300 PFC GALVANISED (P1)

294

VISION GLAZING (VG1) CURTAIN WALL BRACKET

200 x 100 x 6.0 RHS (R1)

200 x 100 x 6.0 RHS (R1)

2 X 300 PFC (P1)

CURTAIN WALL BRACKET

200 x 100 x 6.0 RHS (R1)

200 x 100 x 6.0 RHS (R1)

VISION GLAZING (VG1)

200 x 100 x 6.0 RHS (R1)

100

400 WC 144 GALVANISED (SC1) SPRAY-ON SEALANT

ALUMINIUM PARAPET CAPPING (AL1) FLASHING SEAL AND BACKING ROD

STEEL PLATE GROUT 494

CONCRETE PEDESTAL

SECTION DETAIL 3 A5.3 1:10 SCALE

CONCRETE UPSTAND

BOND BREAKER

FALL (1 )

BITUMEN MEMBRANE

RL 299.30

50

724

180

CROWN FlOOR

SCREED

SAFETY RAIL SMOKE FLASHING Z BRACKET FIRESTOP 200 BONDEK SLAB 450

BONDEK

INSULATION

SPRAY-ON FIREPROOFING

TOEBOARD WALKWAY (HL2)

SPANDREL PANEL (SP2) SERVICE PIPE

THERMAL INSULATION

100

STACK JOINT

310 UC 158 GALVANISED (T1)

CURTAIN WALL BRACKET 200 x 100 x 6.0 RHS (R1)

400 WC 144 GALVANISED (SC1) 200 x 100 x 6.0 RHS (R1)

STEEL TRUSS (SB)

FCL 298.05

200 x 100 x 6.0 RHS (R1)

400 WC 144 GALVANISED (SC1)

MECHANICAL FLOOR

100 x 100 x 9 SHS SUSPENDED CEILING

MECHANICAL LOUVRES

PARTIAL SECTION DETAIL 2 A5.3 1:10 SCALE

BIRD WIRE MESH

SECTION DETAIL 1 A5.3 1:10 SCALE

MEGACOLUMN (MC)

FINISHES LEGEND

MC

Mega column; Concrete and steel; Epoxy paint finish

VG1

Outside skin vision panel; Single glazed; Laminated safety glass; Grey tint

SP2

200 x 100 x 6.0 RHS (R1)

BIPV

MULLION

CURTAIN WALL BRACKET

CURTAIN WALL BRACKET

750

G 750

SPLIT CORNER MULLION

Spandrel panel; Colourback; Grey Waterproof louvres; Kensington series; Powdercoated

HL2

Maintenance walkway; Steel flooring; Grate

AL1

Aluminium; Powder coated; Grey

750

LV

BIPV

SEAL AND BACKING ROD

Building-integrated Photovoltaic

STRUCTURE LEGEND

MC

Mega column; 1500 x 2000 mm 3 x 900 WB 322

SC1

400 WC 144; Galvanised; Dark grey coat

P1

2 x 300 PFC; Galvanised; Dark grey coat

R1

200 x 100 6.0 RHS; Galvanised; Dark grey coat

T1

310 UC 158; Galvanised; Dark grey coat

T2

360 UB 56; Galvanised; Dark grey coat

T3

500 WC 228; Galvanised; Dark grey coat

VG1

PROFILE (NTS)

SPLIT MULLION

200 x 100 x 6.0 RHS (R1) 200 x 100 x 6.0 RHS (R1)

2 x 300 PFC GALVANISED (P1)

PARTIAL PLAN DETAIL 4 A5.3 1:10 SCALE

PARTIAL PLAN DETAIL 5 A5.3 1:10 SCALE

ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY, TEAM MEMBER GRANT LI SEMESTER 1, 2019 – FINAL ASSIGNMENT 832914

TUTOR

TUTORIAL N.

MELISSA MALIK

19

DESIGN DEVELOPMENT REPORT

DUE DATE

14 JUNE 2019

DRAWING TITLE

DRAWING N.

A5.3

A5.3 PARAPET: DETAILS SCALE

1:10 @ A2

PP