Applied Architectural Technology MSDx 2021

Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY ABPL90018

YARRA VISION TOWER 433-455 Collins St Melbourne

DESIGN DEVELOPMENT PROPOSAL WITH KEY ELEMENT DETAILS FOR A MIXED USE HIGH RISE TOWER

TEAM MEMBER: Geraldo Lewa [884322] Rachael Li [912103] Shuang(Vanessa) Wu [900942] SUBJECT COORDINATOR: Dr Giorgio Marfella TUTORIAL 18 TUTOR: Anthony Blazquez

CONTENTS Part 1-Project Synopsis 1.1 Feasibility/ Precedent (Geraldo Lewa) 1.2 Structural Concept ( Shuang(Vanessa) Wu) 1.3 Facade Concept (Rachael Li) Part 2- General Arrangement Drawings A1.1 Site Plans and Analysis A1.2 Sections & Architectural Plans A1.3 Form Finding & 3D Modelling A2.1 Structural Short & Long Sections A2.2 Structural Plans A2.3 Structural 3D Modelling A3.1 Elevations A3.2 Enlarged Sections & Elevation A3.3 Facade Design & Modelling Part 3- Detailed Design Drawings A4.1 Podium Facade: General Arrangement A4.2 Podium Lobby Facade: Details and Axonometric A4.3 Typical Office Facade: General Arrangement A4.4 Typical Office Facade: Details and Axonometric A4.5 Hotel Sky Lobby Facade: General Arrangement A4.6 Hotel Sky Lobby Facade: Details and Axonometric

PART 1 Project Synopsis

1.3 Feasibility/ Precedent

Geraldo Lewa 884322

Yarra Vision Tower is a 250m tall mixed-use high-rise located at 433-455 Collins Street, nestled in the midst of Melbourne’s CBD right next to Yarra River, Melbourne’s most quintessential natural waterway. The Yarra River had profoundly benefited Melbourne’s early urban development, therefore it was only appropriate to contextually pursue a tower design that celebrates the Yarra River. The tower design also conforms to the site’s other natural elements, made visually apparent through the tower’s form and its playful volumetric alterations that purposely deviate from the standard prismatic extrusion.

Atrium Part Inspiration

Yarra Vision Tower is vertically divided into five: a base podium, low-rise office, midrise office, mid-rise hotel, and high-rise hotel, topped by the hotel’s amenities and a slanted crown. The hotel is placed above in order to maximise the occupants’ view of the Yarra River (and also Melbourne’s skyline). The double-height hotel sky lobby, accessible via the hotel’s express lifts on the ground floor lobby, is sandwiched in between the office and the hotel. A mechanical floor resides immediately underneath the mid-rise office, sky lobby, and high-rise hotel, and an office changeover floor is positioned in between the low and mid-rise office floor. These five segments are composed of 13 low-rise office floors, 13 mid-rise office floors, 10 mid-rise hotel floors, and 10 high-rise hotel floors, structurally held together by a centre core. The tower in total has a gross floor area of 97,945 m2 and a total net lettable area of 73,800 m2, resulting in a highly efficient 82.33% average floor efficiency. A larger area of view was made possible by the tower’s chamfer, which starts from the midrise office and gradually widens as one goes up. The tower’s chamfer and taper also account for high-rise aerodynamics by reducing surface area (and mass) towards the top where wind loads are generally stronger. In response to the site’s strong northern and western winds, the tower is rotated by 45-degrees from the site’s main axis; this in effect also minimises solar exposure (and severe solar heat gain) from the undesired west side.

The glass facade podium, occupied by freestanding retail and eatery, opens towards both Collins Street and Flinders Lane. The Collins Street side, where offices in the CBD are mostly situated, provides entry towards the office lobby, while the hotel lobby can be accessed from the more tourist-friendly Flinders Lane. The podium’s stepped ground slab mimics the site’s landscape and its contour, allowing the public ease of access from the surrounding pedestrian sidewalks.

Leeza SOHO Beijing

In short, Yarra Vision Tower does not only serve as an office and hotel, yet through its nature-driven architecture and engineering, it celebrates one of Melbourne’s most prominent landmarks - the Yarra River.

Tower Form & Facade Treatment Inspiration

Suning Plaza Tower 1

One World Trade Center

Victoria Police Centre

Vertical Feasibility Model

1.2 Structural Concept

Shuang(Vanessa) Wu 900942

Overall structure The structural system used is the composite system with a centre core, and belt and outriggers at mechanical floors. This system can help resist lateral loads while providing open plan space and maximising unobstructed views towards the outside.

Core The core is made of load-bearing concrete walls. The perimeter core wall thickness decreases from 600mm to 450mm from the ground level to mid-rise office and to 250mm from the mid-rise office to the high-rise hotel level, which ensures a more efficient load transfer.

Flooring system Composite steel decking system was adopted for the floor plates. The floor plate areas decrease as the tower starts to chamfer towards to crown. Typical steel beam 530 UB 82 support the 120mm thick composite steel decking at 2 modules (2400mm) spacing. The use of the steel decking leads to thinner floor plates, allowing more ceiling space for mechanical ductworks. Also, there are deeper steel beams around the perimeters of the atriums to better support the concrete slab.

The primary beams - 700 WB 150 act as edge beams with 530 UB 82 connected to them on one end and tied back to the core walls on the other. Deeper and wider edge beams under the rooftop provide a stable support for the crown load to transfer.

Column Yarra Vision Tower applies a 1200mm module system. Steel CHS columns were placed 4 modules (4800mm) apart. As the diagonal corners chamfer from the midrise office level, the CHS columns tilt along the sloped facade. The column sizes range from 300mm to 600mm from the sky rise floor to the ground to transfer loads more effectively while saving costs without compromising its structural stability. Four composite mega-columns (1800*900mm) with 16 modules (19200mm) spacing going throughout the tower at the perimeter, minimising the amount of intermediate CHS columns thus creating more unobstructed view. The belt and outrigger system tie the perimeter columns back to central core walls to increase lateral stability and resist the tower’s bending moment.

Podium Steel column 1000*1000 SHS and 1000 CHS support steel beam 1000 WB 296 and 500*1000 RHS, acting as the primary structure for the podium. The cable truss system with structural glazing and spider fixings is used for the podium facade.

The glazing roof allows people on the ground to look up and admire the sky-rise tower. The semi-open glazed podium envelope protects building occupants from wind and rain while allowing for visual connection to the streets.

W

illia m

St .

n. rs L e d Flin

Overall Structual Axonometric

CROWN

Crown steel framing

Steel edge beam (700 WB 150)

HOTEL

Steel beam (530 UB 82)

Steel mega-column embedded in concrete

HOTEL SKY LOBBY

Steel column embedded in concrete

Outrigger brace

MECHANICAL FLOOR

Belt trusses

OFFICE MID-RISE

Concrete core walls Floor plate with composite steel decking system

OFFICE LOW-RISE

PODIUM + LOBBY

W

illia m

Podium glazing frame

St .

Ln. ers d n i Fl

Exploded Structual Axonometric Diagram

1.2 Facade Concept

Rachael Li 912103

FORM DESIGN/ GENERATION Considering the tower’s proximity to Yarra River and its site conditions, we intend to mimic the movement of the water and tried to integrate the natural element of the river into the building facade. Hence, the tower design features a wave-like motion.

The building facades resemble the rippled water surface.

9

8 7 6

COMPONENTS OF FAÇADE The vertical fins are the passive strategy employed as they act as a shading device. It’s also an aesthetic expression element to the façade design. (800mm deep x 4000mm long and 20mm thick). They are rotated at 45° and installed on the west and east facing sides of tower. Horizontal fins (1080mm deep,20mm thick) on the north facing sides of the towers particularly for shading in summer due to higher sun position (lower degree of angle of incidence) To create a lightweight appearance of the fins over the tower skin, translucent polycarbonate is used. The fins also accentuate the chamfered faces of the tower where the atriums are located. This is achieved in combination with the use of a different glazing finish that are more visually transparency to the interior as compared to the rest of the tower. The fins are fixed with thermally broken Capral steel brackets.

The fins are made up of multiple shorter pieces that terminate before the stack joint zone as stack joints are where movements of the panels likely to occur so the fins shouldn’t extend over them.

The unitised system is installed according to 1200mm modules, comprised of Viridian PerformanceTech™ Top tier performance DGU 10mm (U-Value 1.3 SHGC 0.26 VLT 51 Reflective glass) and photovoltaic-cells-integrated spandrels. The PV spandrels with shadow box system (Onyx Solar 10mm Tempered tinted glass and BIPV (Onyx SolarTM) behind) are the active strategy employed. Reflective glazing is used for vision panels and spandrels to ensure the consistency overall, except the atrium glazing is to be PerformanceTech™ clear glass (U-Value 1.4 SHGC 0.56 VLT 79).

To appear seamless when viewed externally, concealed transom is adopted in the tower body to enhance the unity in the reflective façade and to allow the fins to clearly delineate the chamfered edges by contrast. The aluminum frame of the unitise system are in protective powder coating.

Mechanical floor configuration to not disrupt verticality. The louvres and the glazing are in 50% ratio, also glass panels are used instead of louvres near the edges of the tower facade so that the horizontality of the louvres is minimised. The crown is to be a continuation of the tower body, hence adopted the same glazing finish.

The podium is designed to appear more porous to the pedestrians on ground level.

Therefore, the sides facing Williams St and Market St are left open to create a semioutdoor plaza. The primary structure columns that support the podium structures and glazing are therefore exposed and in rendered concrete finish. The rest of the podium consist of transparent glass (ThermoTech Point Fixed IGUs with U-value 2.5, SHGC 0.71 VLT 78), and surrounded by vegetation as we intend to design it like a greenhouse amongst the urban environments. Also, when view externally, the glazed roof follows the sloped topography and coincides with the steps that progress with it.

5

Adjustable Fixing Bracket

4 3 2

1

1

Vision glass: Viridian PerformanceTech™ Reflective Glazing DGU GL2

2

Onyx Solar 6mm Tempered Glass (Tinted to match colour of vision panel)

3

Adhesive sheet (Encapsulate)

Onyx PV Spandrel Glass 1245 x 635 mm standard sizing Typical Facade Component 4

5

Onyx Solar 6mm Tempered Glass

6

Insulation

7

Back panel

8

Coated Aluminium Frame

9

ETFE Vertical Sunshading Fins

PART 2 General Design Arrangement A1.1-3.3

CONTEXT ISOMETRIC

Core

Mechanical Floor

Office Low-Rise

Office Mid-Rise

Sky Lobby

Hotel Low-Rise

Office Changeover

Crown & Outdoor

Core

Mechanical Floor

Office Low-Rise

Office Mid-Rise

Crown & Outdoor

Podium

Sky Lobby

Hotel Low-Rise

Office Changeover

NOT TO SCALE

MODEL: CORE+FLOOR NOT TO SCALE

SUBJECT

Applied Architectural Technology [ABPL90118]

PROJECT

YARRA VISION TOWER

TUTOR

Anthony Olivera Blazquez

TEAM MEMBERS

Geraldo Lewa [884322] Rachael Li [912103] Shuang Wu [900942]

SITE CODE

B

SITE ADDRESS

433-455 Collins Street, Melbourne

DATE

28 June 2021

ASSIGNMENT

Vertical Feasibility

DRAWING SHEET

A1.1

6000

7200

4800

7200

6000

5150

3950

1

5150

C

F

E

D

6000

11100

7200

4800

H

6000

5150

LIFT LOBBY

4800

3950

1

BOH

WC

ATRIUM

7200

7200

5

2

19700

42000

10900

14000

Crown

G

7200

4

L56 RL 250.00

B 5150

7200

3

A

19300

11500

7200

10900

2

42000 11100

WC

7200

7200

3950

4800

7

4

8 5

29293 m2

11350

MECH

MECH

BOH

11500

ATRIUM

3950

L48 RL 210.80

Typical Mid Rise Office Plan

7

11250

L49 RL 214.40

HOTEL USABLE AREA

MECH

7200

10 Floors - Hotel

L50 RL 218.00

265 m2

LIFT LOBBY

7200

L51 RL 221.60

CORE AREA

LOUNGE

6

L52 RL 225.20

19330

GFA 34593 m2

L53 RL 228.80

42000

L54 RL 232.40

10900

3

L55 RL 236.00

6

MECH

8

L47 RL 207.20 L46 RL 203.60

9340

L44 RL 192.00

Typical Hotel Room Typical Hotel PlanPlan

88000

8000

L45 RL 200.00

42000

L43 RL 188.40

42000

20000

10750

L42 RL 184.80

20000

10750

A

L41 RL 181.20

7200 D

6000

4800E

7200

7200 F

4800

G

H

6000 G

7200

5150H

6000

5150

11150

11500

7200 7200

WC LIFT LOBBY

7200

BOHMECH

WC

BOH

7200

MECH

7200

MECH

10950 11350

L28 RL 124.00

11780

7200 3950 3950

void above

8

L29 RL 128.00

LIFT LOBBY LOUNGE

4800

4 5 6 7 8

L30 RL 132.00

7

10900 10900

L31 RL 136.00

Amenities

void above

4800

4

265 m2

6

L32 RL 140.00

1764 m2

5

CORE AREA

8000

L33 RL 148.00

GFA

19700 19700

L34 RL 156.00

42000 42000

8000 3600

3

L35 RL 159.60

3950 7200

2 3

L36 RL 163.20

7200

L37 RL 166.80

2

10900 10900

1

L38 RL 170.40

3950

1

10 Floors - Hotel

10750

F

E

D

6000 C

5150

L39 RL 174.00

C

B 5150B

A

L40 RL 177.60

10750

11350

Typical Low Rise Office Plan Hotel SkySky Lobby PlanPlan Typical Hotel Lobby

L27 RL 120.00

52000

13 Floors - Office Mid-Rise

L25 RL 112.00 L24 RL 108.00

250000

L26 RL 116.00

42000 20000

10750

L23 RL 104.00

10750

42000

L22 RL 100.00

11100B

A

L21 RL 96.00

5150

6000

B

C

A

F

E

D 19300 7200

4800

7200

4800

7200

H

6000

5150

G

H

6000

5150

L10 RL 44.00

11500

7200

3950

2

2 7200

7200

3

7200

3 4

4800

4800 7200

4

MECH

7200 7200

MECH

7200

BOH

6 6

11500

ATRIUM

3950

7

3950

81%

60000

13 Floors - Office Low-Rise

WC

11350

8

L11 RL 48.00

10900

L12 RL 52.00

WC

MECH

MECH

11250

FLOOR EFFICIENCY

L13 RL 56.00

LIFT LOBBY BOH

5

5

NLA 19045 m

2

L14 RL 60.00

LIFT LOBBY LOUNGE

7

L15 RL 64.00

299 m2

ATRIUM

8

CORE AREA

L16 RL 68.00

19700

GFA 22932 m2

19330

L17 RL 72.00

42000 42000

8000

L18 RL 80.00

10900

8000

10900

L19 RL 88.00

1

3950

1

7200

11100 G

F

E

D

6000

5150

L20 RL 92.00

C

9340

Typical Office Mid-Rise Plan

L09 RL 40.00

TypicalHotel Mid Rise Office Typical Room PlanPlan

L08 RL 36.00 L07 RL 32.00 L06 RL 28.00

42000 20000

4000

10750

A

7200

4800

7200

G

H

6000

5150

1 3950

A

7200

10900

10750

B

C 6000

5150

7200

F

E

D 4800

G

7200

6000

H 5150

Goods+Fire Lift

Office Mid-Rise Lift

Hotel Shuttle Lift

20

7200 4800 7200

6 4 7

19700 10900

42000

5

3950

Typical Office PlanPlan Typical LowLow-Rise Rise Office void above

FLOOR PLANS

2

1:500

11350

42000

1:500

Typical Hotel Sky Lobby Plan B

1

1764

265

1499

1499

85

Mechanical Floor

24

8

3

5292

330

-

-

-

Office Mid-Rise

52

4

13

22932

299

19045

1465

81

Office Changeover

8

8

1

1764

330

1434

1434

82

Office Low-Rise

52

4

13

22932

330

18642

1434

81

Podium

20

20

1

5964

330

-

-

-

SITE ADDRESS

7200

6

3950

28 June 2021

7

DATE

5150

C 6000

7200

F

E

D 4800

7200

G 6000

H 5150

LIFT LOBBY

BOH

ATRIUM

WC

WC MECH

433-455 Collins Street, Melbourne 8

Geraldo Lewa [884322] Rachael Li [912103] Shuang Wu [900942]

B

11250

Anthony Olivera Blazquez

SITE CODE

B

LOUNGE

ASSIGNMENT

LIFT LOBBY

Vertical Feasibility MECH

BOH MECH

8

3950

8

7200

Hotel Sky Lobby

A

7200

85

YARRA VISION TOWER

5150

4800

1465

TEAM MEMBERS

6000

11100

7200

29293

7200

265

19300

3950

34593

3950

20

7200

3.6

7200

72

4800

Hotel Rooms

7200

80

1

1087

2

2174

3

265

1

2704

PROJECT

7200

H

42000 11100

4

2

2

3.5

5

7

3

Hotel Amenities

Applied Architectural Technology [ABPL90118]

4800

G

6

-

4

1709

7

1709

5

265

8

-

10900

1

10900 19700

3.5

19330 10900

7

TUTOR

F

E

D 7200

10750

2

Crown

SUBJECT

C 6000

5150

FLOOR EFFICIENCY TOTAL NLA [m ] NLA/FLOOR [m ] [%] 2

42000

CORE [m ] 2

42000

PROGRAM

HEIGHT/FLOOR NO. OF FLOORS TOTAL GFA [m2] [m]

20000

10750

A

TOTAL HEIGHT [m]

11350

11500

15

10950

DRAWING SHEET

11350

A1.2

ATRIUM

Typical Mid Rise Office Plan 9340

Typical Hotel Room Plan

11500

10

BOH

8

5

MECH

MECH

1

SECTION A-A

0

LIFT LOBBY

11780

Hotel Low-Rise

LOUNGE

MECH

Hotel Sky Lobby

WC

MECH

7200

Crown

7200

Hotel Passenger Lift

3950

Office Low-Rise Lift

8

Office Mid-Rise

BOH

6

Office Low-Rise

7

Mechanical Floor

81%

10900

Podium

FLOOR EFFICIENCY

WC

Amenities

void above

7200

3

NLA 20076 m

2

LIFT LOBBY

11500

4 2 5

7200 3950 4800 7200

330 m

10900 19700

CORE AREA

2

42000

GFA 24696 m2

1

3

L01 RL 4.00

20000

10750

2

Podium

L02 RL 8.00

6000

F

E

D

42000

20000

L03 RL 12.00

C

B 5150

8000

L04 RL 20.00

10750

11150

L05 RL 24.00

12:00

St. am Willi

15:00 09:00 16:00

St. am Willi

12:00

BD C ne ur o elb :M EW VI

15:00

our toria Harb VIEW: Vic

Ba y Po rt Ph illip & Pa rk VI EW :B at m an

St. s r e d n i l F

t.

S s er d n i l F Tram Stop

Tram 11/12/48/109

Tram 58

Tram 35/70/75

Train

Winter Sun Path

SITE TRANSPORT ANALYSIS

The tower is shifted to the left to maximise setback on Market St. The podium roof is sloped to follow the exisiting topography.

Summer Sun Path

Winter Wind

Summer Wind

SITE ENVIRONMENT ANALYSIS

NOT TO SCALE

1. Shift

r ve Ri

n.

L s er d n i l F

tion treet Sta S s r e d Flin VIEW:

ra ar :Y EW VI

16:00

09:00

t. en S Que

t. en S Que

St. ket Mar

St. s n i Coll

St. s n i Coll

NOT TO SCALE

2. Rotation

3. Chamfer

The tower is rotated 45-degrees to reduce surface area exposed to prevailing northernly and westernly wind.

4. Atrium

The tower is chamfered in direction facing the Yarra River in order to gain a panoramic view.

5. Podium Dividison

The chamfered edge in the hotel zone forms unobstructed look-out space to maximise the panoramic view. Also the south facing side is less

The podium is dvided into 3 parts, the stepped zone is the plaza for public seating and the retails/ cafe are located in the lower point of the slope facing the

FORM-FINDING DIAGRAM t.

S s lin Col

St. ket Mar

A’

St. am Willi

A

Office Low-Rise Lift Office Mid-Rise Lift Hotel Exp. Lift Goods+Fire Lift Pedestrain Access Car Access

n.

L s der n i l F

GROUND FLOOR PLAN

1

0

5

10

15

MODEL: RENDER

20

1:500

SUBJECT

Applied Architectural Technology [ABPL90118]

PROJECT

YARRA VISION TOWER

NOT TO SCALE

TUTOR

Anthony Olivera Blazquez

TEAM MEMBERS

Geraldo Lewa [884322] Rachael Li [912103] Shuang Wu [900942]

SITE CODE

B

SITE ADDRESS

433-455 Collins Street, Melbourne

DATE

28 June 2021

ASSIGNMENT

Vertical Feasibility

DRAWING SHEET

A1.3

14000

L56 RL 250.00

G

F

L55 RL 236.00

H

L54 RL 232.40 L53 RL 228.80

F

H

G

L52 RL 225.20 L51 RL 221.60 L50 RL 218.00

10 Floors - Hotel

L46 RL 203.60

Perimeter Belt Truss (behind)

100mm notch

K-style outrigger system connected to C1

Suspended ceiling

C2 (behind) Steel column 300mm CHS

L44 RL 192.00

L42 RL 184.80

Core perimeter truss connected to outriggerss

C1 Steel columns

100mm notch

Perimeter Stell Belt Truss

Suspended ceiling

L40 RL 177.60

Perimeter Steel Belt Truss (Horizontal steel member)

B2 Steel beam 520 UB 82/ 100mm notch

L39 RL 174.00

10 Floors - Hotel

L38 RL 170.40

FCL 2700.00

Duct

Suspended ceiling

2700

L36 RL 163.20

B2 Steel beam 520 UB 82/ 100mm notch (bolted to C2)

C2 (behind) Steel column 300mm CHS

3600

L37 RL 166.80

L34 RL 156.00

1800 11500

L33 RL 148.00

LEVEL 30 RL 132.00

Suspended ceiling

8000

TYPICAL OFFICE SECTION

150

9100

8000 3600

L35 RL 159.60

L32 RL 140.00 L31 RL 136.00

10800

300

L30 RL 132.00

300

11400

L29 RL 128.00 L28 RL 124.00 L27 RL 120.00

2

L25 RL 112.00

52000

13 Floors - Office Mid-Rise

L24 RL 108.00

SECTION: HOTEL+MECH. FLOOR

TYPICAL HOTEL + MECHANICAL FLOOR SECTION

1:100

250000

L26 RL 116.00

L23 RL 104.00 L22 RL 100.00 L21 RL 96.00 L20 RL 92.00

8000

L19 RL 88.00

8000

L18 RL 80.00

L17 RL 72.00 L16 RL 68.00 L15 RL 64.00 L14 RL 60.00 L13 RL 56.00 L12 RL 52.00 L11 RL 48.00

60000

13 Floors - Office Low-Rise

L10 RL 44.00

H

G

F

L09 RL 40.00 L08 RL 36.00 L07 RL 32.00 L06 RL 28.00

SL1 Composite steel decking 120mm thick bondek

L05 RL 24.00

EB1 Edge Beam 700 WB 150

4000

520 530 150

Steel reinforcement around notch

L04 RL 20.00

FCL 2800.00

Core wall 600mm (precast concrete) C2 (behind) Steel column 300mm CHS

Core

2800

Podium

L02 RL 8.00

20000

L03 RL 12.00

100mm notch Suspended ceiling

4000

8000

C1 Steel mega-column embedded in concrete 1800 x 900mm

L01 RL 4.00 150

600

C1 (behind) Steel mega-column embedded in concrete 1800 x 900mm

Core

C1 Steel mega-column embedded in concrete 1800 x 900mm

L43 RL 188.40

L41 Duct RL 181.20

Core wall 250mm (precast concrete)

370 530 150

Core

8000

Core wall 600mm (precast concrete)

7800

L45 RL 200.00

EB1 Edge Beam 700 WB 150

EB1 Edge Beam 700 WB 150

Steel reinforcement around notch

8000

L47 RL 207.20

SL1 Composite steel decking 120mm thick bondek

88000

L48 RL 210.80

150

L49 RL 214.40

EB1 (behind) Edge Beam 700 WB 150

LEVEL 44 RL 192.00

C1 Steel columns

100mm notch Duct

Suspended ceiling

B2 Steel beam 520 UB 82/ 100mm notch

9100

600

11500

SECTION: TOWER

1

0

5

10

15

20

1:500

3

Podium + Lobby

Office Low-Rise

Mechanical Floors

Office Mid-Rise

1800

SECTION: OFFICE TYPICAL OFFICE SECTION 1:100

Hotel & Hotel Sky Lobby

01 A1

SUBJECT

Applied Architectural Technology [ABPL90118]

PROJECT

YARRA VISION TOWER

TUTOR

Anthony Olivera Blazquez

TEAM MEMBERS

Geraldo Lewa [884322] Rachael Li [912103] Shuang Wu [900942]

SITE CODE

B

SITE ADDRESS

433-455 Collins Street, Melbourne

DATE

28 June 2021

ASSIGNMENT

Structure and Architecture

DRAWING SHEET

A2.1

42000 20000

10750

A

B

1 3950 7200

C2

7200

5150

SL1

SL1

B2

B2

SL1

C1

EB1

C2

SL1

SL1

2400

B2

B2

C2

C2

C2 B2

B2

B2

B2

B2

B2

SL1

SL1

B2

B2

B2

SL1

SL1

B2

SL1

SL1

B2

B2

LIFT LOBBY

B2

SL1

C2

4800

SL1

SL1

SL1 B1 B2 SL1 B1

C1

C1

C2

B2

B2

B2

WC

C2

B2

C1

SL1

SL1

SCHEDULE — TYPICAL OFFICE FLOOR [mm]

B2

B2 SL1

SL1

EB1

SL1 SL1

SL1

SL1 EB1

BOH

B2

B2

SL1 B2

7

C1

3950

SL1

C2

B2

SL1

C2

C2

8

C2

3950

7

C2

C1

B2

C2

EB1

B2

C2

8

C2

C1

C2

EB1

C2

C2

C1

Primary steel beam 700 WB 150 Steel beam (primary) 700 WB 150

Typical steel beam 530 UB 82 with 100mm notch Steel mega-column embeded in concrete 1800x 900 Intercolumn 10-20x Module Steel beam (typical) 530 UB 82/ 100mm notch

B2

SL1 B1

Composite steel decking 120mm thick, continuously steelWB decking SL1 Steel beamComposite (primary) 700 150 120mm thick, continuously supported @ 3m max. ctrs supported @ 3m max. ctrs

EB1 CORE WALL SL1

C2

SL1 C2

Steel column 300 CHS Intercolumn 4-6x Module

C2

Typical steel edge beam 700 WB 150

B2

B2

SL1

C2

C2

C1

Steel mega-column embeded in concrete 1800x 900 Intercolumn 10-20x Module Steel column 300/457/600 CHS; intercolumn 4-6x module (module: 1200)

C1

EB1 C2

B2

B2 SL1

C2

B2 C1

C1

SL1

SL1

B1

Steel mega-column embedded in concrete 1800x900; Legend intercolumn 10-20x module (module: 1200)

LegendB1

B2

SL1

C2

C1

C2

WC

B2

SL1

C2

WC

B2

B2 SL1

C2

LIFT LOBBY

B2

B2

C1

7200

B2

B2 SL1

C1

C2

WC

EB1

7200

C2

BOH

B2

EB1

B2

SL1

C2

MECH

7200

6000

SL1

SL1

4 4800

C2

C2

B2

SL1

6 7200

C1

SL1

SL1

SL1

B1

B1

SL1

C1

5

7200

SL1 C2 SL1

5 7200

7200

H

MECH

33950

1 4

C2

4800

SL1

SL1

6

G

C1

C2

C2

2 3

19700 10900

F

5150

C2 SL1

19700 10900

7200

H

6000 10750

2400

EB1

C2

G

SL1

2

10900 10900

42000

SL1 6000

5150

7200

E

D

C1

C2

SL1

42000

720020000 4800

C

C2

F

E

D

6000

B

A

42000

C

5150 10750

10750

300beam CHS (typical Intercolumn Steel edge)4-6x 700Module WB 150 EB1 Steel column

Steel beam (typical) 530 UB 82/ 100mm notch Office Low-Rise = 600 Office Mid-Rise = 450 Steel beam (typical edge) 700 WB 150 Hotel Sky Lobby = 250 Composite steel decking 120mm thick, continuously supported @ 3m max. ctrs Hotel = 250 Crown = 250

TYPICAL OFFICE PLAN

1

1:200 42000 11100

B

A

C

B

1

A

SL1

SL1

EB2

7200

B2

EB2

EB 2

C1

6000

SL1

SL1

SL1

2400

C1

EB1

C2

SL1

SL1

B2

B2

C2

B2

B2

B2

B2

C2

C2

B2

B2

B2

B2

MECH

C2

C1

EB1

MECH

EB2 C2

B2

EB1 C2

B2

SL1

C2

C1

B2

EB1

C2

C2

C2

B2

3950

SL1

C2

B2

B2

SL1

C2

C1 ATRIUM

EB2

8

C2

C2 CORE WALL B1

C1 C2

B2

B2 SL1 C2

C1

EB2

C1

Applied Architectural Technology [ABPL90118]

PROJECT

YARRA VISION TOWER

C2

EB1

Typical steel edge beam 700 WB 150 C1 Steel mega-column embeded in concrete 1800x 900 Intercolumn 10-20x Module Atrium edge beam 1000 WB 296

Steel column 300 CHS Intercolumn 4-6x Module

C2

Steel mega-column embeded in concrete 1800x 900 Intercolumn 10-20x Module Steel beam (typical) 530 UB 82/ 100mm notch

Office Low-Rise = 600 Office Mid-Rise = 450 300beam CHS (typical Intercolumn Steel edge)4-6x 700Module WB 150 EB1 Steel column Hotel Sky Lobby = 250 Composite steelWB decking SL1 Steel= beam (primary) 700 150 120mm thick, continuously supported @ 3m max. ctrs Hotel 250 Crown = 250 Steel beam (typical) 530 UB 82/ 100mm notch B2

EB1

Steel beam (typical edge) 700 WB 150

SL1

Composite steel decking 120mm thick, continuously supported @ 3m max. ctrs

C2

C2

TUTOR

Typical steel beam 530 UB 82 with 100mm notch

Legend

Composite steel decking 120mm thick, continuously SL1 Legend Steel beam (primary) 700 WB 150 B1 supported @ 3m max. ctrs

C1 C2

ATRIUM

B2

SL1

SL1

EB2

B2

B2

SL1

MECH

BOH SL1

Primary steel beam 700 WB 150

EB 2

SL1

B1 EB1

C2

B2

B2

Steel column 300/457/600 CHS; intercolumn 4-6x module (module: 1200)

EB 2

EB1

LIFT LOBBY BOH

C2

C2

B2

C2

B2

Steel mega-column embedded in concrete 1800x900; intercolumn 10-20x module (module: 1200)

C2 C1

B2

B2

B2

B2 SL1 SL1

LIFT LOBBY

LOUNGE

SL1

C2

B2

MECH

SL1

B2

C2

C2

C1

SL1

B2

B2 SL1

EB1

B2

C2

B2 SL1

C1

3950

B2

MECH

7200

C2

SL1

MECH

SL1

C1

LOUNGE B2

B2 SL1

SL1

7200

SL1

SL1

EB2

4800

EB2

C2

7

SL1

SL1

B2

SL1

6

4800 7200 7200

SL1

SL1

B2

C2

C1

5 6

EB2

7200

C2

5

4

SL1

SL1

SL1

4

7200 7200

B2

ATRIUM

C2

7

SCHEDULE — TYPICAL HOTEL FLOOR [mm]

C2

C2

TYPICAL HOTEL PLAN

8

5150

C2

SL1

1:200

C2

C2

C2

2

33950

1

7200

H

SL1

3

19330 11250

G

C1

C2

5150

EB 2

3950

2

10900 10900

42000

SL1

C2

SL1

SUBJECT

6000 11100

F

4800

H

C2

ATRIUM C1

SL1

2

G

2400

EB1

C2

7200

C2

19330

7200

E

D

C2

C2

11250

42000

C1

6000

F

E

7200 4800 19300

C

5150

11100

D

6000

5150 11100

42000

19300

C1

Anthony Olivera Blazquez

TEAM MEMBERS

Geraldo Lewa [884322] Rachael Li [912103] Shuang Wu [900942]

SITE CODE

B

SITE ADDRESS

433-455 Collins Street, Melbourne

DATE

28 June 2021

ASSIGNMENT

Structure and Architecture

DRAWING SHEET

A2.2

CROWN

HOTEL

HOTEL SKY LOBBY

MECHANICAL FLOOR

OFFICE MID-RISE

OFFICE LOW-RISE

W

1

illia m

St .

n.

L s er d n i l F

OVERALL STRUCTUAL AXONOMETRIC PODIUM + LOBBY

LEGEND Steel mega-column embedded in concrete 1800 x 900; intercolumn 10-20x module Steel column 300 CHS; intercolumn 4-6x module Steel column 457 CHS Steel column 610 CHS Steel column 1000 CHS Steel trusses Steel outrigger Primary steel beam and typical edge beam 700 WB 150 Podium edge beam 900 WB 175 Typical steel beam 530 UB 82 with 100mm notch Tower ring beam

W

Concrete composite steel deck 120mm thick, continuously supported at 3m max centres Core, with varying external wall thicknesses

illia m

St . . n L ers d n i Fl

MODEL: 3D STRUCTURE NOT TO SCALE

SUBJECT

Applied Architectural Technology [ABPL90118]

PROJECT

YARRA VISION TOWER

TUTOR

Anthony Olivera Blazquez

TEAM MEMBERS

Geraldo Lewa [884322] Rachael Li [912103] Shuang Wu [900942]

SITE CODE

B

SITE ADDRESS

433-455 Collins Street, Melbourne

DATE

28 June 2021

ASSIGNMENT

Structure and Architecture

DRAWING SHEET

A2.3

14000

L56 RL 250.00

Crown L55 RL 236.00 L54 RL 232.40 L53 RL 228.80 L52 RL 225.20 L51 RL 221.60 L50 RL 218.00

10 Floors - Hotel

L49 RL 214.40 L48 RL 210.80 L47 RL 207.20 L46 RL 203.60

L44 RL 192.00

88000

8000

L45 RL 200.00

L43 RL 188.40 L42 RL 184.80 L41 RL 181.20 L40 RL 177.60 L39 RL 174.00

10 Floors - Hotel

L38 RL 170.40 L37 RL 166.80 L36 RL 163.20 8000 3600

L35 RL 159.60 L34 RL 156.00

2

A3.2

Hotel Sky Lobby

8000

L33 RL 148.00

L32 RL 140.00 L31 RL 136.00 L30 RL 132.00 L29 RL 128.00 L28 RL 124.00 L27 RL 120.00

L25 RL 112.00

52000

13 Floors - Office Mid-Rise

L24 RL 108.00 L23 RL 104.00 L22 RL 100.00 L21 RL 96.00

1

L20 RL 92.00

A3.2 8000

L19 RL 88.00

8000

L18 RL 80.00

L17 RL 72.00 L16 RL 68.00 L15 RL 64.00 L14 RL 60.00 L13 RL 56.00 L12 RL 52.00 L11 RL 48.00

60000

13 Floors - Office Low-Rise

L10 RL 44.00 L09 RL 40.00 L08 RL 36.00 L07 RL 32.00 L06 RL 28.00

4000

L05 RL 24.00

L03 RL 12.00 Podium

L02 RL 8.00

20000

8000

L04 RL 20.00

L01 RL 4.00

3

A3.2

ELEVATION: FLINDERS LN.

1

1:500

2 0

5

10

15

20

ELEVATION: FLINDERS LN. & WILLIAM ST. 1:500

GL1

PL1

Podium Glazing

Tinted Vision Glass + Shadow Box for office and hotel facade

St liam Wil

GL2

E1

s Ln der n i l F

SUBJECT

Applied Architectural Technology [ABPL90118]

PROJECT

YARRA VISION TOWER

TUTOR

Anthony Olivera Blazquez

TEAM MEMBERS

Geraldo Lewa [884322] Rachael Li [912103] Shuang Wu [900942]

Polycarbonate Vertical Fins

SP1

Tinted ONYX Photovoltaic Spandrel Glass

Tinted Vision Glass + Shadow Box for atrium facade

E2

PC1

SITE CODE

B

SITE ADDRESS

433-455 Collins Street, Melbourne

DATE

28 June 2021

ASSIGNMENT

Envelope and Environment

DRAWING SHEET

A3.1

250000

L26 RL 116.00

1200

1200

1200

1200

1200

1200

1200

1930

1200

1380

RL 96.00 SP1

L21

1930

1930

1200 1200

SP1

SP1

GL1

GL2

RL 156.00

L34

PC1

2740

GL1

L20

1260

1380

RL 92.00

GL1

RL 88.00

L19

500

SP1

GL1

GL2

SP1

SP1

GL1

GL2

RL 148.00

ELEVATION: OFFICE MID-RISE 1:50

ATRIUM

P2

P3 1800

P5

1800

P6

1800

P7

1800

1:50

SKY LOBBY+ ATRIUM ELEVATION

P8

1800

1800

1000

1800

P4

HOTEL LOBBY

ELEVATION: HOTEL SKY LOBBY

2

P1

GL2

SLANTED MULLION TRIM AROUND CHAMFER EDGE

2MM EXTRUDED ALUMINIUM BLADE

1

GL1

2290

2620

4000

SP1

1380

POLYCARBONATE VERTICAL FINS @ 45 DEGREES

1710

2620

4000

POLYCARBONATE VERTICAL FINS @ 45 DEGREES

PD1

PD1

PD1

PD1

PD1

PD1

PD1

PD1

PD1

PD1

PD1

PD1

PD1

PD1

PD1

1800

3600

1800

1800

PD1

PD2

PD2

PD1

ThermoTech™ Point Fixed IGUs [10clr/12arg/10clr] toughened lamintated glass panels, supported by spider fittings and cable trusses

1800W x 3600H mm

PD2

ThermoTech™ Point Fixed IGUs [10clr/12arg/10clr] toughened lamintated glass panels, supported by spider fittings and cable trusses

1800W x 600H mm

GL1

Vision glass – Viridian PerformanceTech™ Top tier performance double glazing 10mm x 2. Low E coating U-Value 1.3 SHGC 0.26 Reflective glazing

1930W x 1260H/ 2740H/ 2290H mm 1200W x 2740H mm (4500H x 2700 W mm max)

GL2

Vision glass – Viridian PerformanceTech™ Top tier performance double glazing 10mm x 2 Low E coating

1200W x 1260H/ 2740H/ 2290mmH (4500 x 2700mm max)

1800

PD2

600

PD2

PD2

FINISH SCHEDULE

PD1

PD1

1800

6600

1800

PD1

PD1

PD1

SP1

AL1

Mullion and transom with protective coating in mellatic colour

PC1

White-coloured Polycarbonate Vertical Fins manufactured by Premier Aerpospace Services & Technology INC.

1800

PD1

Spandrel – Shadow box with integrated internal spandrel back behind+ BIPV (ONYX SOLAR™) External Glass: Viridian PerformanceTech™ Top tier pe formance double glazing 10mm x 2 Low E coating U-Value 1.3 SHGC 0.26 Clear glazing

ELEVATION: PODIUM

3

1:50

SUBJECT

Applied Architectural Technology [ABPL90118]

PROJECT

YARRA VISION TOWER

TUTOR

Anthony Olivera Blazquez

TEAM MEMBERS

Geraldo Lewa [884322] Rachael Li [912103] Shuang Wu [900942]

SITE CODE

B

SITE ADDRESS

433-455 Collins Street, Melbourne

DATE

28 June 2021

1200W x 1380H mm 1200W x 1700H mm 1930W x 1300H mm 1930W x 1700H mm (4500W x 2700H mm max)

800W x 4000H x 30 THICK mm

ASSIGNMENT

Envelope and Environment

DRAWING SHEET

A3.2

L33

Crown

Hotel

Hotel Sky Lobby

Office

Entire Tower- Northwest View

Crown and reflective unitised facade system

Mechanical Floor Louvre

Atrium Glazing

Angled Vertical Fins

Entire Tower-View from across river

Close up of atrium and vertical fins

Two-Way Truss

Cable Truss

Spider Fittings

Encased Edge Beam

Mullion Stiffening Coumn

INTERIOR: Hotel Sky Lobby Atrium

INTERIOR: Podium - Office Entrance

SUBJECT

Applied Architectural Technology [ABPL90118]

PROJECT

YARRA VISION TOWER

TUTOR

Anthony Olivera Blazquez

TEAM MEMBERS

Geraldo Lewa [884322] Rachael Li [912103] Shuang Wu [900942]

SITE CODE

B

SITE ADDRESS

433-455 Collins Street, Melbourne

DATE

28 June 2021

ASSIGNMENT

Envelope and Environment

DRAWING SHEET

A3.3

PART 3 Detailed Design Drawing A4.1-4.6

P2

P3

1800

P4

1800

1800

P6

1800

1800

P7 1800

P8 1800

Steel Column 1000*1000 SHS

Cable Truss Tie Rod

Steel Lintel 300*600 RHS

Glass 15mm Annealed Laminated 1800*3600

1000

PLAN: PODIUM FACADE

Cable Truss Structural Cable

3

1000

PA

P5

1

1:50

Cable Truss Spider Fixing

2

3

1800

1 A4.2

100*200 RHS 6mm

1800

Cable Truss Sructural Cable

Steel Beam 1000 WB 296

1800

3600

1000

Cable Truss Spider Fixing 2 Arm 90-Deg

1000

P1

1800

Steel Lintel 300*600 RHS

1800

Steel Column 1000*1000 SHS

600

Cable Truss Tie Rod

600

Steel Lintel 300*600 RHS

Steel Beam 1000 WB 296

1800

Cable Truss Spider Fixing 2 Arm 180-Deg Mid-Span Support

1800

Cable Truss Spider Fixing 2 Arm 180-Deg Mid-Span Support

3600

Cable Truss Sructural Cable

3600

Glass 15mm Annealed Laminated 1800*3600

1800

Cable Truss Spider Fixing 4 Arm

Cable Truss Spider Fixing 4 Arm

Steel Column 1000*1000 SHS

1800

Steel Post 300*600 RHS

7200

6600

6600

ENTRY TO LOBBY

1800

ENTRY TO LOBBY

1000

3

1800

A4.2

FFL +1500 - ENTRY

FFL +1500 - ENTRY

ELEVATION: PODIUM FACADE

2

3

1:50

L1

L2 1650

L3 1200

L4 1200

L5 1200

L6

L7

1350

900

2600

SECTION: PODIUM FACADE

900

1:50

L8 1350

4 A4.2 Cable Truss Structural Cable

Steel Column C300

Frameless Glass Pivot Door 900-Wide

1200

1200

1200

1800

Concrete Column Aluminium Clad 900*1800

1200

1200

6

Steel Column C300

300 1200

Cable Truss Spider Fixing 2 Arm 180-Deg Edge Support

Cable Truss Tie Rod

Structural Glass 15mm Toughened Laminated 1200*1200

1200

Cable Truss Structural Cable

Cable Truss Structural Cable

200

900

200

1200

Cable Truss Spider Fixing 4 Arm

Cable Truss Spider Fixing 4 Arm

2

Steel Lintel 200*165

Structural Glass 15mm Toughened Laminated 1200*1800

A4.2

KONE Auto Revolving Door 4-Wing FFL 0 - LOBBY GF 2600-Diameter

FFL 0 - LOBBY GF

5

DDA Door 900-Wide

ELEVATION: PODIUM LOBBY

6

1:50

Applied Architectural Technology [ABPL90118]

PROJECT

YARRA VISION TOWER

TUTOR

Anthony Olivera Blazquez

NAME

SITE CODE

SECTION: PODIUM LOBBY 1:50

B

SITE ADDRESS

Geraldo Lewa [884322]

TEAM MEMBERS

Geraldo Lewa [884322] Rachael Li [912103] Shuang Wu [900942]

1800

2200

Frameless Glass Pivot Door 900-Wide

433-455 Collins Street, Melbourne

DATE

2200

Steel Post 200*165

Steel Column C300

SUBJECT

1800

5000

DDA Door 900-Wide

1:50

1800

5

Steel Lintel 200*165

1800

Cable Truss Spider Fixing

900

4

6

1200

LA

PLAN: PODIUM LOBBY

1800

Cable Truss Tie Rod

KONE Automatic Revolving Door 4-Wing 2600-Diameter

18 June 2021

ASSIGNMENT

PODIUM DETAILING

DRAWING SHEET

A4.1

Spider Fixing 2 Arm 90-Deg

by FGS Hardware Polished Stainless Steel Finish

Skylight Annealed Laminated

by National Glass Australia 15mm, 0.75mm Clear PVB Interlayer 1800*1800

300

Steel Secondary Beam 100*200 RHS

by Surdex Steel Australia with Jotun 120-minutes Intumescent Black Spray Cable Truss Tie Rod 60mm Diameter Stainless Steel

by Linox Technology Cable Truss Spider Fixing 4 Arm

by FGS Hardware Polished Stainless Steel Finish Structural Toughened Laminated Low-E Glass

by National Glass Australia 15mm, 1.50mm Clear PVB Interlayer 1200*1800 Steel Beam 500*1000 RHS

by Surdex Steel Australia with Jotun 120-minutes Intumescent Black Spray 1800

Cable Truss Clamp Point / Node

Cable Truss Cable 30mm Diameter Stainless Steel

by Linox Technology

Flekked Concrete Tile

by Covet International 1200*1200*50

Steel Base Plate 40mm 50

Steel Column 1000*1000 SHS

by Surdex Steel Australia with Jotun 120-minutes Intumescent Black Spray Cable Truss Spider Fixing 2 Arm 180-Deg

by FGS Hardware Polished Stainless Steel Finish Cable Truss Cable 30mm Diameter Stainless Steel

by Linox Technology

1

180

SECTION: FACADE GLAZING

2

1:10

Cable Truss Spider Fixing 2 Arm 180-Deg

by FGS Hardware Edge Support Silicone Sealant, Backer Rods, and Packers 170*170 Equal Angle 180*180 Equal Angle Waterproofing Membrane

Sand Cement Bedding

190

1000

170

Italian Bluestone Tile

by RMS Traders 1200*1200*50 50

Glass Annealed Laminated

by National Glass Australia 15mm, 0.75mm Clear PVB Interlayer 1800*3600

35

Concrete Screed

130

1000

Welded Steel Beam 1000 WB 296

by Surdex Steel Australia with Jotun 120-minutes Intumescent Black Spray

Concrete Slab

SECTION: LOBBY GLAZING 1:10

L1

1000

1200 900

150

1050

975 Plywood Substrate 30mm

Cable Truss Spider Fixing 4 Arm

by FGS Hardware Polished Stainless Steel Finish

Silicone Sealant, Backer Rods, and Packers

Steel Base Plate 30mm Grout 30mm

Spacer 30mm

Concrete Slab & Footing Ground

30

1250

SUBJECT

Reinforced Concrete

Aluminium Cladding 10mm

30

Sand Cement Bedding

3

LA

Cable Truss Tie Rod 60mm Diameter Stainless Steel

by Linox Technology

Anchor Bolt 50mm Diameter

Cable Truss Spider Fixing 2 Arm 180-Deg

by FGS Hardware Edge Support

600

190

50

Flekked Concrete Tile

by Covet International 1200*1200*50

1800

Steel Column 1000*1000 SHS

by Surdex Steel Australia with Jotun 120-minutes Intumescent Black Spray

1200

Cable Truss Cable 30mm Diameter Stainless Steel

by Linox Technology

Waterproofing Membrane

SECTION: FACADE COLUMN

4

1:10

Applied Architectural Technology [ABPL90118]

PROJECT

YARRA VISION TOWER

TUTOR

Anthony Olivera Blazquez

NAME

SITE CODE

PLAN: LOBBY COLUMN 1:10

B

SITE ADDRESS

Geraldo Lewa [884322]

TEAM MEMBERS

Geraldo Lewa [884322] Rachael Li [912103] Shuang Wu [900942]

433-455 Collins Street, Melbourne

DATE

18 June 2021

ASSIGNMENT

PODIUM DETAILING

DRAWING SHEET

A4.2

6 1200

7 1200

1200

1200

A

1200

1200

800

B 1800

460

RAISED FLOOR SYSTEM EXTRUDED ALUMINIUM SKIRTING DUCT WITH GL1

GL1

GL1

GL1

GL1

GL1

CAPRAL SHADE BRACKET CLIP

RL +92.00 LVL 20

SPANDREL PANEL [SP1]

SP1

SP1

SP1

SP1

SP1

SHADOW BOX GLASS SPANDREL PANEL [SP1] WITH INSULATION

SP1

4000

STEEL BEAM 530UB82 WITH 100MM NOTCH

POLYCARBONATE VERTICAL FIN [PC1]

RONDO KEY-LOCK SUSPENDED CEILING SYSTEM

2700

1 A4.3

1 A4.3

4000

VISION GLASS PANEL [GL1]

2620

1800*900MM STEEL MEGA COLUMN EMBEDDED IN CONCRETE WITH [AL3] STEEL COLUMN 300CHS ENCASED WITH ALUMINIUM [AL2]

CAPRAL SHADE BRACKET CLIP

GL1

GL1

GL1

GL1

GL1

GL1

RL +88.00 LVL 19 1380

NON-COMBUSTIBLE THERMAL INSULATION SP1

SP1

SP1

SP1

SP1

SP2

SP2

SP2

SP2

SP2

SP2

SP2

SP2

SP2

SP2

SP1

CAPRAL CW175 EXTRUDED ALUMINIUM TRANSOM

500

SPANDREL PANEL [SP2]

SPANDREL PANEL [SP2]

2mm EXTRUDED ALUMINIUM BLADE [AL4] GL1

SP2

SP2

SP2

SP2

8000

8000

2mm EXTRUDED ALUMINIUM BLADE [AL4]

SP2

CAPRAL CW175 ALUMINIUM MULLION WITH COATING [AL1]

SP2

SP2

SP2

SP2

MECHANICAL FLOOR

500

500

CAPRAL CW175 ALUMINIUM MULLION JOINT

100

RL +88.00 LVL 19

500

VISION PANEL [GL1]

1200

1380

EDGE BEAM 700WB150 WITH COATING [AL4]

OFFICE - MID RISE

RL +92.00 LVL 20

SP1

SP2

STEEL OUTRIGGER WITH [AL3]

SP2

SP2

SP2

SP2

SP2

SP2

SP2

SP2

SP2

SP2

MECHANICAL FLOOR 50% OPEN SYSTEM [AL4]

CONCRETE UPSTAND

GL1

RL +80.00 LVL 18

OFFICE - LOW RISE

RL +80.00 LVL 18 COMPOSITE STEEL DECKING 120MM THICK BONDEX

SP1

SP1

SP1

SP1

SP1

SP1

CONCEALED BLIND PELMET

02 SOUTH-WEST ELEVATION DETAIL SCALE 1:50 @A1

6

7

-

SCALE 1:50 @A1

3 A4.3

-

03 OFFICE SECTION DETAIL

1800*900MM STEEL MEGA COLUMN EMBEDDED IN CONCRETE

VISION GLASS PANEL [GL1]

UNIT ANCHOR AND STEEL BRACKET (BELOW) ALUMINIUM MULLION STEEL COLUMN 300CHS WITH ALUMINIUM CASING

MID-RISE OFFICE FLOOR

ALUMINIUM SILL COVER

A

SLAB EDGE

CAPRAL SAHDE BRACKET CLIP

POLYCARBONATE VERTICAL FIN

1200

1200

1200

1200

1200

1200

3 A4.3

02 -

01 OFFICE PARTIAL PLAN -

MECHANICAL FLOOR

SCALE 1:50 @A1

FINISH SCHEDULE GL1

VISION PANEL (LIGHT BLUE TINTED GLASS) VIRIDIAN PERFORMANCETECH™ TOP TIER PERFORMANCE DOUBLE GLAZING 10MM X 2. LOW E COATING U 1.3 SHGC 0.26 REFLECTIVE GLAZING

SP1

SPANDREL PANEL (LIGHT BLUE TINTED GLASS) SHADOW BOX WITH INTEGRATED INTERNAL SPANDREL BACK PANEL BEHIND + BIPV (ONYX SOLAR™) EXTERNAL GLASS: VIRIDIAN PERFORMANCETECH™ TOP TIER PERFORMANCE DOUBLE GLAZING 10MM X 2. LOW E COATING U 1.3 SHGC 0.26 REFLECTIVE GLAZING

SP2

SPANDREL PANEL (LIGHT BLUE TINTED GLASS) SHADOW BOX WITH INTEGRATED INTERNAL SPANDREL BACK PANEL BEHIND EXTERNAL GLASS: VIRIDIAN PERFORMANCETECH™ TOP TIER PERFORMANCE DOUBLE GLAZING 10MM X 2. LOW E COATING U 1.3 SHGC 0.26 REFLECTIVE GLAZING

AL1

CAPRAL CW 175 MULLION AND TRANSOM WITH PROTECTIVE POWDER COATING (LIGHT GREY)

AL2

C2 COLUMN IN ALUMINIUM CASING WITH POWDER COATING (METALIC FINISH)

AL3

STEEL BEAM AND MEGA COLUMN WITH PROTECTIVE POWDER COATING (LIGHT GREY)

AL4

EXTRUDED ALUMINIUM BLADE WITH PROTECTIVE POWDER COATING (LIGHT GREY)

PC1

POLYCARBONATE VERTICAL FIN (WHITE) MANUFACTURED BY PREMIER AEROSPACE SERVICES & TECHNOLOGY INC.

800W x 4000H x 30 THICK mm

FL1

RAISED FLOOR SYSTEM WITH ACOUSTIC BARRIERBACK™ CARPET TILES (LIGHT GREY)

600W x 600H mm

SUBJECT

Applied Architectural Technology [ABPL90118]

PROJECT

YARRA VISION TOWER

TUTOR

1200W x 2620H mm (4500mm x 2700mm max)

1200W x 1380H mm (4500W x 2700H mm max)

1200W x 500H mm (4500W x 2700H mm max)

Anthony Olivera Blazquez

NAME

04 AXONOMETRIC VIEW -

SITE CODE

NOT TO SCALE

B

SITE ADDRESS

Shuang Wu [900942]

TEAM MEMBERS

Geraldo Lewa [884322] Rachael Li [912103] Shuang Wu [900942]

433-455 Collins Street, Melbourne

DATE

18 June 2021

ASSIGNMENT

MID RISE OFFICE DETAILING

DRAWING SHEET

A4.3

SILL TRANSOM SMOKE FLASHING 40

RAISED FLOOR SYSTEM WITH CARPET TILE COVERING

CAPRAL CW175 EXTRUDED ALUMINIUM STACK JOINT

250

200

M12 FIXING BOLT

EXTRUDED ALUMINIUM SKIRTING DUCT CAPERT FINISH

FLOOR PANEL STACK HEAD

HOOK-ON BRACKET

FIRE STOP (BELOW)

INNER FACE INSULATED SANWICH PANEL

STEEL ANGLE BRACKET

80

75

30

MULLION BRACKET

EXTRUDED ALUMINIUM FLOOR ANGLE BRACKET

210

FIRE STOP

90

CAPRAL CW175 ALUMINIUM SPLIT MULLION [AL1]

CAP GASKET AND HEAD LOCKING PEDESTAL

150 100

100

40

SHADOW BOX GLASS SPANDREL PANEL [SPL1]

SPL1 SPANDREL GLASS VIRDIAN DOUBLE GLAZING CAPRAL SHADE BRACKET CLIP

1050

200

120

EXTRUDED ALUMINIUM FLOOR ANGLE BRACKET

Onyx PV Spandrel Glass 80MM INSULATION WITH ALUMINIUM BACKPAN

WHITE POLYCARBONATE VERTICAL FIN [PC1] WITH NO EDGING

GALVANISED SUSPENSION ROD

05 VERTICAL FIN AND MULLION

80

SCALE 1:5 @A1

80

A4.4

0

SUSPENSION CLIP FURRING CHANNEL

RAISED FLOOR SYSTEM WITH CARPET TILE COVERING

TOP CROSS RAIL WHITE ACOUSTIC CEILING PNAEL [CL1]

60

ALUMINIUM PACKAGE COLUMN [AL2]

VISION GLASS PANEL [GL1]

10

ALUMINIUM TUBE FRAME STEEL COLUMN 300CHS WITH ALUMUNIUM CASING

CAPRAL CW175 ALUMINIUM MULLION WITH COATING [AL1]

SLOTTED BRACKET SILL EXTENT

EXPANSION BOLT

2700

STEEL COLUMN 300CHS ENCASED WITH ALUMINIUM

SLAB EDGE

1800*900MMSTEEL MEGA COLUMN EMBEDDED IN CONCRETE WITH [AL3]

06 COLUMN DETAIL

A4.4

SCALE 1:5 @A1

RAISED FLOOR SYSTEM WITH 600*600 CARPET TILE [FL1]

SPL1 SPANDREL GLASS VIRDIAN DOUBLE GLAZING

150 100

COMPOSITE STEEL DECKING 120MM THICK BONDEX

CAPRAL SHADE BRACKET CLIP

80MM INSULATION WITH ALUMINIUM BACKPAN

EXTRUDED ALUMINIUM FRAME [AL1]

530

NOT COMBUSTIBLE THERMAL INSULATION EDGE BEAM 700WB150 WITH COATING [AL3]

2mm EXTRUDED ALUMINIUM BLADE [AL4]

STEEL BEAM 530UB82 WITH 100MM NOTCH

CAPRAL SHADE BRACKET CLIP

SUB HEAD AND SUB FRAME BEAD CONCRETE UPSTAND

LYSAGHT METAL FLASHING

POLYURETHANE CAULKING COUNTERFLASHING MEMBRANE FLASHING KEMPEROL FIELD MEMBRANE

HOOK-ON BRACKET FOR FIXING CURTAIN WALL

100

100MM SCREED

EXTRUDED ALUMINIUM FLOOR ANGLE BRACKET CAST IN STRUT CHANNEL

STEEL OUTRIGGER

EXTRUDED ALUMINIUM FRAME

500

SILL AND SUBSILL

2mm EXTRUDED ALUMINIUM BLADE [AL4] SPANDREL PANEL [SPL2]

500

50

WHITE POLYCARBONATE VERTICAL FIN [PC1]

VERMIN PROOF MESH

07 OFFICE /MECHANICAL FACADE DETAIL

A4.4 SUBJECT

SCALE 1:5 @A1

Applied Architectural Technology [ABPL90118]

PROJECT

YARRA VISION TOWER

TUTOR

Anthony Olivera Blazquez

NAME

90 175 75 130

800

08 OFFICE FACADE DETAIL SECTION

A4.4

SCALE 1:10 @A1

SITE CODE

B

SITE ADDRESS

Shuang Wu [900942]

TEAM MEMBERS

Geraldo Lewa [884322] Rachael Li [912103] Shuang Wu [900942]

433-455 Collins Street, Melbourne

DATE

700

18 June 2021

ASSIGNMENT

MID RISE OFFICE DETAILING

DRAWING SHEET

A4.4

PN 2534 TM RONDO

PN 2534 TM RONDO

1200

SL1 COMPOSITE SL1 STEEL COMPOSITE STEEL DECKING 120mm THICK120mm THICK DECKING BONDEK BONDEK

RL 156.00

EP12706

EP12706

EPD0223

EP18051

EP18051

EP13141

EP13141

EP12688

EP12688

PN 2534 TM RONDO PN 2534 TM RONDO

1260

PN 2534 TM RONDO

PN 2534 TM RONDO

PN 2534 TM RONDO PN 2534 TM RONDO

PN 2534 TM RONDO

PN 2534 TM RONDO

PN 2534 TM RONDO

PN 2534 TM RONDO PN 2534 TM RONDO

PN 2534 TM RONDO

2740 365

GL2 VISION GLASS -VIRIDIAN DOUBLE GLAZING

GL2 VISION GLASS -VIRIDIAN DOUBLE GLAZING

EP12702

1260

EP18051

6790

EP18051

6700

SP 2

8000

2740

04

A4.2

C1 STEEL MEGA-COLUMN EMBEDDED IN CONCRETE 1800X900mm

1260

PN 2534 TM RONDO

EP12702

SCULPFORM TIMBER CLICK-ON BATTENS (42 X 65) FOR CEILING CLADDING ANGLED POLYCARBONATE VERTICAL FINS FIXED TO MULLION WITH CAPRAL SHADE BRACKET CLIP

SP 1

PN 2534 TM RONDO

EP12702

RONDON SUSPENDED CEILING WITH GYSUM BOARD

GL 2

RL 156.00

PN 2534 TM RONDO

MOTOR CONTROLLED ROLLER BLIND ENCASED IN BLIND PELMET

GL 1

PN 2534 TM RONDO

EB1 EDGE BEAM EB1 EDGE BEAM (PRIMARY BEAM) (PRIMARY BEAM) 700 WB 150 700 WB 150

PN 2534 TM RONDO

SP 2

PN 2534 TM RONDO

SP 1

PN 2534 TM RONDO

PN 2534 TM RONDO

1260

A4.2

930

05

B2 STEEL BEAM ALUMINIUM 520 UB 82/ 100mm NOTCHCLADDING OVER THE EDGE BEAM

L34

HOTEL ROOMS

1200

SKY LOBBY

1200

2740

1200

2600

1200

EP12702

PN 2534 TM RONDO

3 1930

B

A

PN 2534 TM RONDO

2

1260

RL 159.60

EP12702

T BRACKET FIXING MULLION TO THE ANGLED POLYCARBONATE STIFFENING COLUMNS VERTICAL FINS (BEHIND)

FIXED TO MULLION WITH CAPRAL SHADE BRACKET CLIP

BUILT-IN SILL SEATS CLADDED WITH TIMBER PANEL

FL1 RAISED FL1 RAISED FLOOR WITH FLOOR WITH CARPET CARPET FINISH AND FINISH AND ACOUSTIC UNDERLAY ACOUSTIC UNDERLAY

06

AL1 EXTRUDED AL1 EXTRUDED ALUMINIUM ALUMINIUM STACK JOINTSTACK JOINT

EP18051

EP18051

EP12688

SP 2

EP12702

EP12702

SKY LOBBY

02 HOTEL LOBBY SECTION HOTEL LOBBY SECTION -02 SCALE 1:50 SCALE 1:50 02 ATRIUM SECTION A4.2 SCALE 1:50

01 EAST ELEVATION SCALE 1:50

-

01

3

02

EAST ELEVATION SCALE 1:50 2

A4.2

A4.2

L33

FIREPROOF SPRAY OVER EDGE BEAM

ATRIUM

02

RL 148.00

1710

1710

EP13141

T BRACKET FIXING MULLION TO THE STIFFENING COLUMNS (BEHIND)

AL1 EXTRUDED AL1 EXTRUDED ALUMINIUM ALUMINIUM TRANSOM TRANSOM

-

300

EP12688

STIFFENING STIFFENING COLUMN AL2 COLUMN FIXED TO MULLION (BEHIND) FIXED TO MULLION (BEHIND)

SP 1

A4.2

EP12706

7200

ATRIUM

B

HOTEL LOBBY

FL1

HOTEL LOBBY MOTOR ROLLER SUNSHADING BLIND

HOTEL SKY LOBBY L33

C2 cladded with AL3

EP12719

5190

RL 148.00

C1 MEGA-COLUMN CLADDED WITH TIMBER BATTEN VENEER

GL1 VISION GLASS -VIRIDIAN DOUBLE GLAZING

C1

TOPHAT TO CONNECT COLUMN AND THE TIMBER CLADDING

03B

C2

A4.2

EP18051

30 19

A

EP18051

MULLIONS AT WIDER SPACING FOR MORE UNOBSTRUCTED VIEW THROUGH ATRIUM

EXTRUDED ALUMINIUM SKIRTING DUCT EXTRUDED ALUMINIUM TRANSOM EP12719

EP12718

EP18051

EP18051

EP18051

EP18051

EP18051

EP12718

EP18051

EP12719

ANGLED POLYCARBONATE (800mm WIDE, 20mm THICK) VERTICAL FINS FIXED TO MULLION WITH CAPRAL SHADE BRACKET CLIP

02

A4.2

1200

1200

1200

1200

1200

01 -

04 DETAILED PLAN

A4.1 SCALE 1:50

-

FINISH SCHEDULE GL1

Vision glass – Viridian PerformanceTech™ Top tier pe formance DGU10mm x 2 Low E coating U-Value 1.4 SHGC 0.56 VLT 79 Clear glass

1930mmW x 1260mmH/ 2740mmH/ 1710mmH/ 2290mmH (4500mm x 2700mm max)

GL2

Vision glass –Viridian PerformanceTech™ Top tier pe formance DGU10mm x 2 Low E coating U-Value 1.3 SHGC 0.26 VLT 51 Reflective glass

1200W mmW x 1260mmH/ 2740mmH/ 1710mmH/ 2290mmH (4500W x 2700mm max)

SP2

Spandrel – Shadow box with integrated internal spandrel back panel behind External Glass: Viridian PerformanceTech™ Top tier pe formance DGU10mm x 2 Low E coating U-Value 1.3 SHGC 0.26 VLT 51 Reflective glass

AL1

Capral CW 175 Mullion and transom with protective powder coating in matted finish

AL2

Stiffening column connected to mullion with protective powder coating in matted finish

AL3

C2 column cladded in aluminium with powder coating in mellatic finish

PC1

Polycarbonate vertical fins

FL1

Raised floor system with carpet finish and acoustic underlay

LG1

Axiom ® alcove lighting for suspended ceiling (Maufacturer: Armstrong Ceiling)

LG2

Recessed LED light in suspended ceiling

CL1

Sculpform timber click on batten for ceiling cladding

SUBJECT

Applied Architectural Technology [ABPL90118]

PROJECT

YARRA VISION TOWER

A4.1 NOT TO SCALE

1200W x 1260H mm 1200W x 2740H mm 1200W x 1710H mm 1930W x 2290H mm (4500W x 2700H mm max)

Spandrel – Shadow box with integrated internal spandrel back panel behind + BIPV (Onyx Solar™) External Glass: Viridian PerformanceTech™ Top tier pe formance double glazing 10mm x 2 Low E coating U-Value 1.4 SHGC 0.56 VLT 79 Clear glass

SP1

HOTEL LOBBY SECTIONAL PERSPECTIVE

1200W x 1260H mm 1200W x 2740H mm 1200W x 1710H mm 1930W x 2290H mm (4500W x 2700H mm max)

800mmW x 4000H x 20mm thick

65mmW x 42mmH

TUTOR

Anthony Olivera Blazquez

NAME

SITE CODE

B

SITE ADDRESS

Rachael Li [912103]

TEAM MEMBERS

Geraldo Lewa [884322] Rachael Li [912103] Shuang Wu [900942]

433-455 Collins Street, Melbourne

DATE

29 May 2021

ASSIGNMENT

HOTEL SKY LOBBY DETAILING

DRAWING SHEET

A4.5

RL 148.00 MECHANICAL FLOOR

GL 2

2290

2290

GL 1

B

A

COMPOSITE SLAB

POWDER COATING ALUMINIUM CLADDING OVER COLUMN STIFFENING COLUMN FIXED TO MULLION ABOVE FIRE STOP (BENEATH) BASE PLATE WELDED TO STIFFENING COLUMN WITH SERRATED PROFILES AND SLOTTED HOLES

EP18051

L35

T BRACKET TO CONNECT MULLION TO STIFFENING COLUMN 90mm CAVITY (50 nom.)

FOLDED ALUMINIUM BACK PAN FEMALE SPLIT MULLION MALE SPLIT MULLION

2740

EP12702

2600

CAST IN STRUT CHANNEL FOR FIXING BRACKET TO BE BOLTED TO

HOTEL BALCONY

1260

RL 159.60

RL 156.00

EP12706

GL2 VISION GLASS -VIRIDIAN DOUBLE GLAZING

L34

EP18051

EP13141

EP12688

1260

05

ALUMINIUM CLADDING OVER THE EDGE BEAM

A4.2

EB1 EDGE BEAM (PRIMARY BEAM) 700 WB 150 EP12702

2740

02

A4.2

CURTAIN WALL CHAMFERED CORNER JUNCTION PLAN DETAIL 02 HOTEL LOBBY SECTION SCALE 1:5

A4.2 SCALE 1:5

GL2 VISION GLASS -VIRIDIAN DOUBLE GLAZING

1260

6790

EP18051

FL1 COMPOSITE SLAB

POWDER COATING POWDER COATING ALUMINIUM CLADDING ALUMINIUM CLADDING OVER COLUMN OVER COLUMN

EP12702

2290

SKY LOBBY

T BRACKET FIXING MULLION TO THE STIFFENING COLUMNS (BEHIND)

BASE PLATE WELDEDBASE PLATE WELDED TO STIFFENING COLUMN TO STIFFENING COLUMN WITH SERRATED PROFILES WITH SERRATED PROFILES AND SLOTTED HOLESAND SLOTTED HOLES

BOLTS TO CONNECT THE BOLTS TO CONNECT THE STEEL ANGLE WITH STEEL ANGLE WITH THE STIFFENING THE STIFFENING COLUMN COLUMN

CAST IN STRUT CHANNEL CAST IN STRUT CHANNEL FOR FIXING BRACKETFOR TO FIXING BRACKET TO BE BOLTED TO BE BOLTED TO FIRE STOP (BENEATH)

FIRE STOP (BENEATH)

RAISED FLOOR WITH RAISED CARPETFLOOR WITH CARPET FINISHING AND ACOUSTIC FINISHING AND ACOUSTIC UNDERLAY UNDERLAY

T BRACKET TO CONNECT T BRACKET TO CONNECT MULLION TO STIFFENING MULLION TO STIFFENING COLUMN COLUMN

AL1 EXTRUDED ALUMINIUM STACK JOINT

FOLDED ALUMINIUM FOLDED ALUMINIUM BACK PAN BACK PAN

EP12706

EP18051

EP12688

90mm CAVITY (50 nom.)

90mm CAVITY (50 nom.)

L33

FEMALE SPLIT MULLION FEMALE SPLIT MULLION

1710

GL2 VISION GLASS -VIRIDIAN DOUBLE GLAZING

02

A4.2

EP12719

EP12718

TRANSOM BELOW

MALE SPLIT MULLION

MALE SPLIT MULLION

MALE CAPRAL SHADE BRACKET CLIP

MALE CAPRAL SHADE BRACKET CLIP

GL2 VISION GLASS -VIRIDIAN DOUBLE GLAZING

GL2 VISION GLASS -VIRIDIAN DOUBLE GLAZING

03A SPANDREL PART

SCALE 1:5

A4.2

SCALE 1:5

FEMALE SPLIT MULLION

FEMALE SPLIT MULLION

FEMALE CAPRAL SHADE BRACKET CLIP

FEMALE CAPRAL SHADE BRACKET CLIP

STIFFENING COLUMN STIFFENING TO MULLION COLUMN CONNECTION TO MULLION CONNECTION

02

A4.2

PLAN (VISION 02 PANEL PLAN SECTION) (VISION PANEL SECTION) 03B VISION PANEL PART SCALE 1:5

A4.2

SCALE 1:5

STIFFENING COLUMN TO MULLION CONNECTION PLAN

A4.1

ATRIUM SECTION SCALE 1:50

TRANSOM BELOW

STIFFENING COLUMN STIFFENING TO MULLION COLUMN CONNECTION TO MULLION CONNECTION PLAN (SPANDREL PANEL (SPANDREL SECTION) PANEL SECTION) 02 PLAN

03

01 ATRIUM VOID SECTION A4.2

EP12718

GL2 VISION GLASS -VIRIDIAN DOUBLE GLAZING

EP12702

A4.2 SCALE 1:50 02

EP12719

EP18051

MALE SPLIT MULLIONMALE SPLIT MULLION

EP18051

RL 148.00

STIFFENING COLUMN FIXED TO MULLION (BEHIND)

AL1 EXTRUDED ALUMINIUM TRANSOM

POWDER COATING POWDER COATING ALUMINIUM CLADDING ALUMINIUM CLADDING OVER COLUMN OVER COLUMN

STIFFENING COLUMNSTIFFENING COLUMN FIXED TO MULLION ABOVE FIXED TO MULLION ABOVE

FL1 RAISED FLOOR WITH CARPET FINISH AND ACOUSTIC UNDERLAY

FL1

COMPOSITE SLAB

SCALE 1:10

RONDO KEY-LOCK SUSPENDED CEILING WITH GYPSUM BOARD CL 1 SCULPFORM TIMBER CLICK ON BATTENS (42X65) FOR CEILING CLADDING

LG2 LED LIGHT STANDARD MOUNTING TRACK LIGHT HOLDER

SUSPENSION HANGER CLIP PN 2534 TM RONDO

LG1 AXIOM® LIGHT COVES EDGE DETAIL

TOPHAT FURRING CHANNEL

ALUMINIUM RAIL CAPPING RUBBER GASKET TO AVOID DIRECT CONTACT OF GLASS AND STEEL

04 02

A4.2

SUSPENDED CEILING AND LIGHT COVES DETAILS

SUSPENDED CEILING AND LIGHT COVES DETAIL

SCALE 1:10

A4.2 SCALE 1:10

MECHANICAL FIXING CLAMP 50mm SQUARE 6mm THICK

1100

SILL SEATING CLADDED WITH PLYWOOD

STRUCTURAL SILICONE GL3 LAMINATED SAFET GLASS CHINA SOUTHERN HIGH MODULUS SEALANT EPOXY POLYSULPHIDE COMPOUND SETTING BLOCK CONTINUOUS 12mm THICK ANGLES

ALUMINIUM SQUARE TRUSS FOLDED ALUMINIUM OVER THE SILL SEAT TRUSS SUPPORT SQUARE UNIVERSAL JUNCTION BLOCK FOR SQUARE TRUSSES EQUAL ANGLE TO CONNECT ALUMINIUM WITH THE TIMBER CLADDING

STRUCTURAL SILICONE PRESSURE EQUALISING CHAMBER SEALANT AND BACKER ROD

EP12688

PACKER

ALUMINIUM FOLDED BACK PAN

L BRACKET TO CONNECT ALUMINIUM CLADDING TO THE SLAB

VAPOUR BARRIER

AL2 POWERDER COATED 4mm ALUMINIUM CLADDING WITH PLY BACKING TWO-WAY TOPHATS TO SUPPORT THE CLADDING IN FRONT

EP18051

NON COMBUSTIBLE THERMAL INSULATION

SKIRTING BEADING

T BRACKET FIXING FOR STIFFENING COLUMN SERRATED BASE PLATE WELDED TO STIFFENING COLUMN SERRATED CAST IN CHANNEL HCW 50/30 + HS BOLTS

100 PFC GIRT FIXED TO TOPHATS AND EDGE BEAM VIA WELDED STEEL PLATE

SL1 COMPOSITE STEEL DECKING 120mm THICK BONDEK

FIRE STOP

06 STACK JOINT AND SEATING DETAILS

05 HOTEL BALCONY BALUSTRADE DETAILS

A4.2 SCALE 1:5

A4.2 SCALE 1:10

SUBJECT BALUSTRADE DETAIL: CLAMP RIGID 02 Applied A4.2 SCALE 1:10Architectural Technology [ABPL90118] PROJECT

YARRA VISION TOWER

BASETUTOR FIXING METHOD

Anthony Olivera Blazquez

NAME

SITE CODE

02

B

A4.2

SITE ADDRESS

Rachael Li [912103]

TEAM MEMBERS

Geraldo Lewa [884322] Rachael Li [912103] Shuang Wu [900942]

STACK JOINT AND SEATING DETAIL SCALE 1:5

433-455 Collins Street, Melbourne

DATE

29 May 2021

ASSIGNMENT

HOTEL SKY LOBBY DETAILING

DRAWING SHEET

A4.6