Collins Wedge | Applied Architecture Technology MSD sm 1, 2020

Collins Wedge DESIGN DEVELOPMENT PROPOSAL WITH KEY ENVELOPE DETAILS FOR A TALL OFFICE BUILDING IN MELBOURNE CBD

JUNE 19, 2020 DESIGN DEVELOPMENT REPORT

TUTORIAL 16, DE MELIS - GROUP A JEREMY BONWICK (697718) ANDREW KURNIAWAN (917857) KIRSTY BAIN (1152572)

Melbourne School of Design ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY

Subject Coordinator: Dr Giorgio Marfella

Collins Wedge Design Development Proposal for a Tall Office Building in Melbourne CBD

Team Members JEREMY BONWICK ANDREW KURNIAWAN KIRSTY BAIN

Contents Part 1 – Project Synopsis 1.1 1.2 1.3

Vertical Strategy (author) Structural Concept (author) Facade Concept (author)

Part 2 – General Arrangement Drawings (DRAWING TITLES AND SEQUENCE ARE INDICATIVE) A1.1: Vertical Feasibility A1.2: Site Plan and Massing A1.3: Floorplates and lifts 3D A2.1: Overall section A2.2: Structural plans A2.3: Structural concept diagrams & 3D modelling A3.1: Elevations A3.2: Facade treatment A3.3: Façade concept diagrams & 3D modeling Part 3 – Detailed Design Drawings A4.1 A4.2 A4.3 A4.4 A4.5 A4.6

Podium Façade: Podium Façade: Typical Office Façade: Typical Office Façade: Typical Crown Façade: Typical Crown Façade:

General Arrangement Details General Arrangement Details General Arrangement Details

Part 1 Project Synopsis

1.1 Vertical Strategy KIRSTY BAIN

Collins wedge, located on 433 Collins street within the CBD of Melbourne, Victoria, is a large rectangular site with street access from all site boundaries. The main point of pedestrian access will be from the busy Collins Street entrance. The site isPLAN orientated along AND BASIC FORM-FINDING the Melbourne CBD Hoddle grid at an angle of 20째 from true north.

The total area of the site is 5,890m2, roughly 70m along the north and south boundaries and running longer along the east and west S ST boundaries at roughly 83m. The site topography has an overall fall COLLIN from North to south of 6m in total.

S ST LIAM WIL

The podium maximises lettable retail space on the lower levels by uti- lising 100% of the overall site area. To ensure pedestrian access is not impeded on the Collins St elevation, all vehicle access has been locat- ed on the southern elevation in Flinders Lane. This includes underground car parking for employees as well as loading docks for deliveries. Hotel concierge services are also accessible from the southwest corner of the site.

PUBLIC FORECOURT CREATED ON COLLINS ST

site orientation led to the main tower being set at an opposing angle from due north, inspiring the angular rectangular form with HODDLE a centrally located core. This mass will allow minimal western GRID solar heat gain which will over time help in the long term energy 20째 consumption and runnings cost as well as providing ample Northern exposure. This angular mass of the tower inspired theTRUE stepped NORTH expression of the facade.

TOWER ROTATED 20째 TO FACE TRUE NORTH AND REDUCE WIND LOADS

PODIUM [20m TALL, FROM FLINDERS LN.] 5m TOWER SETBACK [AS PER PLANNING] OVERALL TOWER CONCEPT RENDER

SUN

TOWER [~180m TALL]

WIND

The overall height of the tower had taken into account the impact of the overshadowing on the Yarra River, located to the south of this PODIUM RESPONSE site. Even though the site had no height restrictions or SLOPE requirements, we as architects remained conscious of these effects on its local environment. This inspired the raked roof which allows us to maximise height while limiting any overshadowing that may occur.

This results in the crown topping the building off at 200m.

To ensure access to the core was maintained at all entrances of the site, the core was centrally located throughout. This enabled circulation and access to all back of house facilities, utilities and amenities more efficiently for staff as well as the public where 200m necessary. In order to allow for equal distances between all lift shafts and the end of the floor plate, the core layout has been designed perpendicular to the tower. Express lifts are located at the ground floor and allow direct access to the sky lobby. Opposite to the shuttle lifts are universal service lifts, providing access to all floors for day to day hotel operations. Centrally located within the core are the office lifts which terminate at below the sky lobby. Due to the occupant COLL volume allowance, twelve office lifts are available and terminate INS ST on the floor just below the sky lobby. Shuttle lifts from the sky lobby facilitate movement for hotel guests. All lifts are accessible from the podium levels.

Due to the stepped form of the facade each floor plate differs from T HIRD the next, alternating in overall depth, reach and area. This Sprovides EC OND ST FIRST variety and flexibility in Ground Floor Area(GRA) COLLINS and Net leasable GROUND Area (NLA) for commercial use. Both commercial levels and the upper Hotel portion maintain a floor plate efficiency minimum of 80%.

EDGES ANGLED TO REDUCE SOLAR LOAD ON WESTERN FACADE AND CREATE VISUAL INTEREST

CITY OF MELBOURNE LAWS PREVENT BUILDINGS OVERSHADOWING THE YARRA BETWEEN 10-2pm ON JUNE 22.

YARRA R IVER

6m

AN ANGLED CROWN ALLOWS FOR

THESE REQUIREMNETS TOSHADING BE MET ANGLED CROWN RESPONSE DRIVEN

BY YARRA WHILST MAXIMISING HEIGHT

MELBOURNE SUN PATH SUMMER WINTER

FLINDERS LN

WINTER SOLSTICE SUN ANGLE 29째

Collins Wedge C ollins We dge FLOORPLATES /PROGRAME

FACADE ANGLING

SITE B 433-439 Collins St

ABPL90118 FACADE ENVELOPE LIFT APPLIED ARCHITECTURAL TECHNOLOGY /SHADING CORE TUTORIAL 16, DE MELIS - GROUP A JEREMY BONWICK, ANDREW KURNIAWAN, KIRSTY BAIN

MECH. HOTEL SKYLOB.

VERTICAL STRATEGY

1.1

1.2 Structural Concept JEREMY BONWICK

The design for Collins Wedge predicated a certain the approach of structure. The main design forces that needed to be facilitated were; the vertical height of the building, its angled, faceted facade treatment and its sliced crown.

From the early sketch design phase, the decision was made to angle the tower to face true north. One of the driving factors in this choice was to reduce wind loads, with an angled edge of the building now oriented to the Hoddle grid’s wind channel angles. This design choice drove the shape of the floorplate — a parallelogram that has a constant length on its two longest sides (those facing true north and south) and varying lengths along the sides facing William’s St and Market St. This floorplate, and in particular its varying length on two sides, resulted in the decision to inset the columns from the facade and cantilever the edge of each floor slab out to the required distance to meet the line of the facade. Such a cantilever would be achieved through the use of a post-tensioned slab system (with steel cables brought into tension within ducts in the concrete then set in place to increase the load baring capacity) in sizable band beams (2400mm wide by 600mm deep). These primary band beams work to connect the column system back to the concrete core walls which act as a rigid central bracing element and decrease from 800mm at the podium to 250mm at the crown. Secondary band beams (of only 1200mm by 400mm deep) run parallel to the primary beam and at the angled corners additional concrete thickening beams support the increased lateral forces on those areas of the building as well as facilitating the cantilevered corners.

The employment of a mega column grid with outriggers at mechanical floors was a natural consequence of the floorplate — they allow for the floorplates to be opened up to increase the NLA as well as providing an uninterrupted facade treatment, with the columns inset on the cantilevered edges. The profile of the columns, being cylindrical, sit as objects in the space, with flexibility of movement around them, given that they do sit within the NLA floorplate. The concrete mega columns decrease in diameter from 2400mm to 1200mm at the crown. Supporting this series of mega columns are a series of secondary concrete columns running along the east and west sides of the tower, these smaller columns are situated with their centre line much closer to the facade edge where the slab they support does not cantilever.

At each mechanical floor the structural system provides an outrigger and belt structure to account for lateral forces on the building. This series of effectively steel trusses works to provide a rigid tying back of the column system to the core walls. The welded steel members are connected to embedded anchors in each column and the core walls and are joined both laterally and with diagonal members which act in tension to create an exceptionally rigid moment in the building’s structure — the columns are connected in series around the perimeter (forming a belt) and also back to the core walls. The placement of these mechanical floors and outrigger belts, partly predicated by a need for mechanical facilities to service 10 floors above and below, responds to the tendancy for bending in the tower, with the outriggers optimised for 2/5ths and 4/5ths.

At the crown the tower is cut sharply to respond to the regulations for overshadowing the Yarra (see 1.1). The facade projects above the building envelope at this point, and is supported by a series of tapered manufactured mild steel columns which provide for horizontal beams which carry the unitised facade. These columns sit at the edge of the highest slab and the concrete mega columns directly below respond to this by tilting outwards towards the facade to account for the de-linearised load path at this point.

STRUCTURAL COLUMN SYSTEM AND OUTRIGGERS

TYPICAL SLAB BEAMS AND COLUMN LAYOUT

Collins Wedge C ollins We dge

SITE B 433-439 Collins St

ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY TUTORIAL 16, DE MELIS - GROUP A JEREMY BONWICK, ANDREW KURNIAWAN, KIRSTY BAIN

STRUCTURAL CONCEPT

1.2

ge

Collins Wedge

ABPL90118 - APPLIED ARCHITECTURAL TECHNOLOGY MODULE 3 - ENVELOPE AND ENVIROMENT

1.3 Facade Concept

TUTORIAL 16 - GROUP A JEREMY BONWICK ANDREW KURNIAWAN KIRSTY BAIN

ANDREW KURNIAWAN

The aim of the envelope design is both to meet aesthetic and at the same functionality of the system, responding to the design concept, context, and environment. The aesthetic intend is to accentuate the vertical continuity of the angled massing, making the tapered form more visible even from afar. The functionality of the system aims to create more comfortable interior by providing an efficient shading and facade system.

Collins Wedge

From the early development stage, the envelope shading design has been decided to continue from above the podium through the peak of the crown, angling following the mass of the building. This ABPL90118 - APPLIED ARCHITECTURAL TECHNOLOGY is achieved by introducing the shading fins along with the catwalk.

MODULE 3 - ENVELOPE ANDof ENVIROMENT These two elements create depth the envelope, thus making each angle more three-dimensional from afar. Functionally, this is - GROUP to TUTORIAL protect the16 interior of theA building from excessive heat gain and glare, especially on the North and West façade. The vertical shading JEREMY BONWICK works efficiently to protect the interior from harsh afternoon sun ANDREW KURNIAWAN from the West because of the parallelogram plan angling 22 degree KIRSTY BAIN towards South-West. Thus, the vertical shading can be consistently perpendicular to the face of the building to meet aesthetic purpose while being functional. The catwalk was designed to provide OUTSIDE a maintenance and cleaning access while also providing some horizontal shading, especially on the Northern façade.

The building envelope is based on unitized curtain wall system with DE 1500 x 4000T modular units running from the office level through ACA S F CHNOLOGY E W the crown. Each individual unit consists of 1500 x 2500 vision panel 22º x 1500 spandrel panel. The spandrel panel utilizes Nanogel and 1500 LK WA Kalwall system CAT with operable damper ventilation system. The Kalwall system has a good thermal property and diffuses natural daylight, NORTH FACADE providing a gentle lighting to the interior on the lower area atop the finished floor level. Using Nanogel Kalwall system with integrated INSIDE damper allows a thermal ventilation system by circulating air through to the cavity. This system can reduce HVAC heating and cooling The angled West side ofSUMMER the building mass allows increased efficiency verticalDuring summer, loads while harvesting light and managing solarofgain.

SCENARIO protecting interior from harsh afternoon sun. The catwalk is installed not hotshading air are flushed out. while during winter warm air is preserved & only to ease facade maintenance, but also act as a vertical shading.

E circulated in the interior. A 12mm blue colored back glass is applied to achieve similar color tone with the vision panel, a double glazed clear-blue toughened glass with argon gap. These are secured with matte gray finished aluminum mullions, mimicking the color tone of SHADING DIAGRAM onyx gray powder coat finish on the(EQUINOX sunshades.3PM) 1 HOT AIR

cal not

M)

OUTSIDE

A3.1

VENTED-OUT

DAMPER OPEN TO

1:100 @A1 Along the mechanical floors, perforated louvre system is EXTERIOR implemented to allow maximum ventilation to meet the system requirement. Gray colored finish is chosen to blend in by using similar gray tone on the shading fins and the mullions. 12mm blue colored COOL OUTSIDE back toughened glass panels with 325mm spacing are fixed to AIR TO FLUSH conceal the mechanical louvre, supporting the design intent to make the mass of the building to appear as continuous as possible from the podium all the wayUsing through the system tip ofwith the crown.

Asallows for the envelope Nanogel Kalwall integrated damper a thermal ventilation system circulating air through to the cavity. Kalwall can reduce HVAC heating and cooling loads in the podium andby lobby, structural glass façade is applied where while harvesting light and managing solar gain. During summer, hot air are flushed out. during winter warm is preserved circulated in the interior. visual continuity iswhile important, suchairas in the&open plaza entrance and Collins St. podium entrance. The other faces of the podium is finished with bluestone tile cladding façade system, responding to the street level materiality in the surrounding buildings that are largely KALWALL THERMAL VENTILATION DIAGRAM made out of stone2materials.

A3.1

1:50 @A1

DE ACA ST F WE

22º CAT

LK WA

NORTH FACADE

INSIDE

The angled West side of the building mass allows increased efficiency of vertical

SHADING (EQUINOX 3PM) shading DIAGRAM protecting interior from harsh afternoon sun. The catwalk is installed not only to ease facade maintenance, but also act as a vertical shading.

SUMMER SCENARIO

1

A3.1

SHADING DIAGRAM (EQUINOX 3PM) 1:100 @A1

HOT AIR VENTED-OUT

DAMPER OPEN TO EXTERIOR

COOL OUTSIDE AIR TO FLUSH

Using Nanogel Kalwall system with integrated damper allows a thermal ventilation system WINTER SCENARIO by circulating air through to the cavity. Kalwall can reduce HVAC heating and cooling loads while harvesting light and managing solar gain. During summer, hot air are flushed out. while during winter warm air is preserved & circulated in the interior.

KALWALL THERMAL VENTILATION DIAGRAM

2

A3.1 DAMPER OPEN TO INTERIOR 1:50 @A1

HOT AIR VENTED-IN WARMING-UP COLD WINTER TEMPERATURE

SOLAR GAIN

WARM AIR CIRCULATING TO CEILING LEVEL

RL +300.00 CROWN

KALWALL THERMAL VENTILATION DIAGRAM

FFL +282.50 L41 FFL +277.50 L40

SITE2.5m B 0 0.5 1 Collins Wedge C ollins We dge 433-439 Collins St FFL +261.50 L39

FFL +258.00 L38

ABPL90118 +255.50 L37 APPLIED FFL ARCHITECTURAL TECHNOLOGY FFL +252.00 L36

TUTORIAL 16, DE MELIS - GROUP A FFL +249.50ANDREW L35 JEREMY BONWICK, KURNIAWAN, KIRSTY BAIN

RL +300.00 CROWN

FACADE FFL +243.50 CONCEPT

L34

FFL +240.00 L33 FFL +237.50 L32 FFL +234.00 L31 FFL +231.50 L30

FFL +282.50 L41

WIN

FFL +228.00 L29

1.3

DAM INTE

S G

Part 2 General Arrangement Drawings

BREIF REQUIREMENTS CALCULATIONS OFFICE NLA REQUIRED TYPICAL OFFICE FLOOR PLATE NUMBER OF OFFICE FLOORS TOTAL NLA

36,000 - 40,000 m² 2010m² NLA 18 FLOORS 36,180 m²

HOTEL USEABLE AREA REQUIRED TYPICAL HOTEL FLOOR PLATE NUMBER OF OFFICE FLOORS TOTAL USABLE AREA

18,000 - 20,000 m² 1553m² 12 FLOORS 18,630 m²

SITE FOOTPRINT TOATL No. OF FLOORS TOTAL GFA SITE RATIO

6.9%

65000 39000

0 120

5,890 m² 38 FLOORS 84,260 m² within 15:1 ratio HOTEL SERVICES

A

A

VOID

1910m² GFA 1553m² NLA 81% EFFICIENCEY

HOTEL TYPICAL FLOORPLAN 1:500

RL +300.00 CROWN

6200

38500

CROWN POOL DECK

FFL +282.50 L41 FFL +277.50 L40

9000

CROWN

FFL +261.50 L39

33000

FFL +258.00 L38 FFL +255.50 L37

HOTEL SERVICES

A

A

FFL +252.00 L36 FFL +249.50 L35 MECHANICAL FLOOR 2

FFL +243.50 L34

2415m² GFA 1218m² NLA 50% EFFICIENCEY

FFL +240.00 L33

53500

FFL +237.50 L32 FFL +234.00 L31

SKYLOBBY FLOORPLAN 1:500

FFL +231.50 L30 FFL +228.00 L29

F

FFL +225.50 L28

E

FFL +222.00 L27 FFL +219.50 L26

1

D

FFL +216.00 L25

HOTEL

FFL +208.00 L24

SKYLOBBY

C 180000

FFL +204.00 L23

B A

FFL +200.00 L22 FFL +196.00 L21 FFL +192.00 L20 FFL +188.00 L19 FFL +184.00 L18

2 0 129

FFL +180.00 L17 FFL +176.00 L16 FFL +172.00 L15

00

0 965

355

A

A

88000

MECHANICAL FLOOR 1

FFL +164.00 L14 FFL +160.00 L13 FFL +156.00 L12

2292m² GFA 1895m² NLA 82.6% EFFICIENCEY

FFL +152.00 L11

3

FFL +148.00 L10

4

FFL +144.00 L9

OFFICE TYPICAL FLOORPLAN 1:500

FFL +140.00 L8 FFL +136.00 L7 FFL +132.00 L6 FFL +128.00 L5

HOTEL LIFTS [FROM SKYLOBBY TO CROWN] OFFICE LIFTS [TERMINATE LEV. 23] SERVICE LIFTS SHUTTLE LIFTS TO SKYLOBBY [LEV. 24] SHUTTLE LIFTS BYPASS

FACADE NOT SHOWN FOR CLARITY OFFICE

FFL +120.00 L4 FFL +115.00 L3

FFL +106.00 L1

FFL +100.00 GF

20000

16000

FFL +110.00 L2

PODIUM

12000

FFL +94.00 B1

BASEMENT

FFL +88.00 B2

Collins Wedge C ollins We dge

SITE B 433-439 Collins St

ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY TUTORIAL 16, DE MELIS - GROUP A JEREMY BONWICK, ANDREW KURNIAWAN, KIRSTY BAIN

SECTION A-A 1:500 @ A1

02 5

10

20m

VERTICAL FEASIBILITY

A1.1

TE OU MR TR A 58 14 12, : 11, TES U O MR TR A S ST LLIN CO 6

FFL 106.00

15

9 14

10

8

7

5

4

13

9 & 10

3 2

1

ST KET MAR

A

K

L

B

LOBBY

RECEPTION

FFL 105.00

C

STAFF

E

OFFICE

HOTEL EXPRESS

N

KICTHEN

D

A

SERVICE

M

OFFICE

CAFE

A

S ST LIAM WIL

F LUNCH LOUNGE

G HOTEL LOUNGE

H

VOID

0 500

HOTEL DRIVE-IN FFL 100.00

I

J

S LN DER FLIN

SITE PLAN / PODIUM FLOORPLATE 1:500 @ A1

02 5

20m

PLAN AND BASIC FORM-FINDING

PODIUM SLOPE RESPONSE CITY OF MELBOURNE LAWS PREVENT BUILDINGS OVERSHADOWING THE YARRA BETWEEN 10-2pm ON JUNE 22.

COLL

INS ST

S ST LIAM WIL

6m

PUBLIC FORECOURT CREATED ON COLLINS ST

S ST LIN COL

YARRA RI VER

300m 200m

TOWER ROTATED 20° TO FACE TRUE NORTH AND REDUCE WIND LOADS

AN ANGLED CROWN ALLOWS FOR THESE REQUIREMNETS TO BE MET WHILST MAXIMISING HEIGHT

EDGES ANGLED TO REDUCE SOLAR LOAD ON WESTERN FACADE AND CREATE VISUAL INTEREST

HODDLE GRID

MELBOURNE SUN PATH SUMMER WINTER

T HIRD SEC OND COLLINS ST

10

20° TRUE NORTH

PODIUM [20m TALL, FROM FLINDERS LN.] 5m TOWER SETBACK [AS PER PLANNING]

SUN

TOWER [~180m TALL]

WIND

FIRST GROUND

FLOORPLATES /PROGRAME

FLINDERS LN

FACADE ANGLING

WINTER SOLSTICE SUN ANGLE 29°

FACADE ENVELOPE /SHADING

LIFT CORE

MECH. HOTEL SKYLOB.

Collins Wedge C ollins We dge

MECH.

OFFICE

SITE B 433-439 Collins St

ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY TUTORIAL 16, DE MELIS - GROUP A JEREMY BONWICK, ANDREW KURNIAWAN, KIRSTY BAIN CROWN HOTEL SKY LOBBY MECHANICAL FLOOR OFFICE

SKYLOBBY HOTEL LIFTS OFFICE LIFTS SERVICE LIFTS SHUTTLE LIFTS TO SKY LOBBY

SITE PLANNING AND MASSES

A1.2

Physical Model Photos 1:500

Digital Model Render Views

Collins Wedge C ollins We dge

SITE B 433-439 Collins St

ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY TUTORIAL 16, DE MELIS - GROUP A JEREMY BONWICK, ANDREW KURNIAWAN, KIRSTY BAIN

FLOORPLATES AND LIFTS 3D

A1.3

TOP CHORD WB

LATERAL BRACING

C1 COLUMN

RIGID STIFFENED TRUSS CONNECTION TRANSFERS MOMENT

LATERAL LOAD APPLIED

POOL DECK ON CROWN

TRUSS INTO TENSION OR COMPRESSION TO COUNTER LATERAL LOADING

COMPOSITE STEEL DECKING SLAB

CORE TERMINATES, ADDITIONAL FLOORS BY STAIRS

EMBEDDED STEEL CONNECTION POINT

3 A2.1

CROWN STRUCTURAL FRAMING

BOTTOM CHORD WB

STEEL COLUMN SYSTEM

STEEL MEMBER ENCASED IN CORE, ANCHORED AND RIGID CONNECTION TO BOTTOM AND TOP CHORDS

OUTRIGGER CONNECTIONS 1:50 @ A1

RL +300.00 CROWN

CONCRETE CORE

FFL +282.50 L41

OUTRIGGER

OUTRIGGER SYSTEM

CROWN POOL DECK

FFL +277.50 L40

BELT CROWN

FFL +261.50 L39

CORE WALLS 250mm

FFL +258.00 L38 FFL +255.50 L37 FFL +252.00 L36 FFL +249.50 L35

ONE-WAY SPANNING CONCRETE SLAB SECONDARY BAND BEAM

MECHANICAL FLOOR 2 AND OUTRIGGER BELT 2

FFL +243.50 L34 FFL +240.00 L33 FFL +237.50 L32

PRIMARY BAND BEAM

FFL +234.00 L31

SLAB BEAMS

FFL +231.50 L30

CORNER STIFFENER BEAM

FFL +228.00 L29 FFL +225.50 L28 FFL +222.00 L27 FFL +219.50 L26

FFL +208.00 L24

SKYLOBBY

FFL +204.00 L23 FFL +200.00 L22

180,000

HOTEL

CORE WALLS 600mm

FFL +216.00 L25

PRIMARY BAND BEAMS

FFL +196.00 L21 FFL +192.00 L20 FFL +188.00 L19

TWO-WAY SPANNING CONCRETE SLAB

FFL +184.00 L18 FFL +180.00 L17

CORNER BEAM THICKENING

FFL +176.00 L16

PODIUM TYPICAL SLAB BEAMS

3

FFL +172.00 L15 MECHANICAL FLOOR 1 AND OUTRIGGER BELT 1

FFL +164.00 L14 FFL +160.00 L13

2

FFL +156.00 L12

A2.1

FFL +152.00 L11 CORE WALLS 800mm

FFL +148.00 L10 FFL +144.00 L9 FFL +140.00 L8 FFL +136.00 L7

STRUCTURE EXPLODED ISOMETRIC 02 5

1:500 @ A1

1

3

5

7

9

11

C1 B1 B2 EB1 SL1

K FACADE NOT SHOWN FOR CLARITY

FFL +120.00 L4

OFFICE

B1

L

FFL +115.00 L3

FFL +106.00 L1

FFL +100.00 GF

CORE NOT SHOWN FOR CLARITY

20000

16,000

FFL +110.00 L2

E BOV RA OO F FL B2 EO IN L

C1

FFL +94.00 B1

FFL +88.00 B2

BASEMENT

700 WC 700 WB 530 UB 82 600 WB Composite steel decking, 120mm thick slab, continuously supported @ 3000mm max. centres

M

N

PODIUM

20m

SCHEDULE

FFL +132.00 L6 FFL +128.00 L5

10

3 A2.2

SL1

EB1

CROWN TYPICAL FLOORPLATE 1:500 @ A1

Collins Wedge C ollins We dge

02 5

10m

SITE B 433-439 Collins St

ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY TUTORIAL 16, DE MELIS - GROUP A JEREMY BONWICK, ANDREW KURNIAWAN, KIRSTY BAIN 1 A2.1

SECTION A-A 1:500 @ A1

02 5

10

20m

OVERALL SECTION

A2.1

6

7

8

9

11

10

5 4 3 2 1

SLAB CANTILEVERS

OUTRIGGERS

CORE WALLS

SCHEDULE

ON NORTH AND SOUTH EDGES TYPICAL DEPTH 3000mm, MAX DEPTH 4500mm

TRUSSED STEEL MEMBERS CONNECTION C1 BACK TO THE CORE AT MECHANICAL FLOORS, BELT CONNECTIONS BETWEEN C1s AND C2.

LOW-RISE 800mm

C1 C2 BB1

MID-RISE 600mm

BB2

HIGH-RISE 250mm W ELO MB DIU F PO EO LIN

BB3 BB4 EB1 SL1

B

SL2

EB1

EB1

0 300

K

EB1

EB1

EB1

EB1

EB1

EB1

BB3

BB3

C2

C1

00 100

SL2

EB1

L

C1

SL1

SL1

SL2 BB4

BB1

BB2

BB1

C2

C1

SL1

SL1

BB2

BB1

SL1

C2

BB1

BB4

SL1

BB2

SL2

SL2

BB2

EB1

BB1 C2

B

0 900

EB1

EB1

SL1 BB1

M

CONCRETE COLUMN, 2400mm ø CONCRETE COLUMN, 1200mm ø PT BAND BEAM [PRIMARY] 2400mm width, 600mm depth PT BAND BEAM [SECONDARY] 1200mm width, 400mm depth PT BAND BEAM [CORNERS] 1200mm width, 600mm depth PT BAND BEAM [DIAGONAL] 1200mm width, 400mm depth EDGE BEAM 500mm width, 600mm depth CONCRETE SLAB 120mm thick CONCRETE SLAB 200mm THICK

A

BB1

C2

A

C2 BB1

BB4 EB1

SL2

SL2

BB2

BB2

SL1

SL1

BB1

BB2

BB2

SL1

SL1

BB1

BB4

SL1

SL1

SL2

BB3

N

EB1

SL2

BB3

C2

C1

EB1

C1

EB1

EB1

1200

C1

EB1

EB1

C2

EB1

EB1

EB1

19500

1200

2400

TOWER TYPICAL FLOORPLATE

1 A2.2

0 1 2

1:200 @ A1

5m

1

K

L

EB1

2

13

4

15

5

6

14

7

8

9

10

A

VOID

CORE K

BB1

C1 DIMENSION CASCADING

3

IN-SITU CONCRETE STAIRS

B SL2

C1

SL2

SL2 VO

L

LOW-RISE — 2400mm MID-RISE — 1800mm

OUTSIDE EDGE OF COLUMN STAYS CONSTANT, STAGGER TOWARDS FACADE (SEE BELOW)

SL2

SL2

M

PARTIAL PLAN 1:100

HIGH-RISE — 1200mm

SL2

ID

C

SL2

D SL2

N

SL2

SL2 CO SL2 RE NO T SH OW NF OR CL A RIT Y

E

F

SCHEDULE BB1 PT BAND BEAM [PRIMARY], 2400mm width, 600mm depth BB2 PT BAND BEAM [SECONDARY] 1200mm width, 400mm depth BB3 PT BAND BEAM [CORNERS] 1200mm width, 600mm depth EB1 EDGE BEAM 500mm width, 600mm depth SL1 CONCRETE SLAB, 120mm SL2 CONCRETE SLAB, 200mm

600 G

CONCRETE STAIRS

BB3

FFL +235.00 L31 800

SL2 I

3500

2700

FCL +234.20

H VO

ID

BB3

SL2

1800

BB2

SL2

IN-SITU POURED CONCRETE STAIRS ANCHORED TO PRE-CAST CONCRETE WALLS EITHER SIDE, 300mm depth, STEEL REINFORCEMENT TOP AND BOTTOM

J

FFL +231.50 L30

HOTEL

4 A2.2

PODIUM LEVEL 3 FLOORPLATE 1:500 @ A1

02 5

10m

4000

3000

FCL +151.00

1000

FFL +152.00 L11

FFL +148.00

OFFICE 2400

Collins Wedge C ollins We dge

SITE B 433-439 Collins St

CEILING HEIGHTS PODIUM TYPICAL 4000mm OFFICE TYPICAL 3000mm HOTEL TYPICAL 2700mm

8500

2740

800

12000

ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY TUTORIAL 16, DE MELIS - GROUP A JEREMY BONWICK, ANDREW KURNIAWAN, KIRSTY BAIN

2 A2.2

SECTION B-B 1:100 @ A1

0

1

2

5m

STRUCTURAL PLANS

A2.2

Digital Model THE CROWN, VIEWED FROM THE SOUTH

STEEL FRAMING USED FOR THE CROWN AS IT IS MORE LIGHTWEIGHT AND BETTER ACCOMMODATES THE ANGLING NEEDED FOR THE OVERALL FORM

VANITY HEIGHT

CROWN MEGA COLUMN DIAMETER DECREASES UP THE HEIGHT OF THE BUILDING AS GRAVITATIONAL LOADS DECREASE

OUTRIGGER PLACEMENT RESPONDS TO THE OPTIMAL DISTANCES BETWEEN BELTS FOR OPTIMAL PERFORMANCE

HOTEL [CONT.]

MECH. 2

VOIDED SPACE ABOVE THE SKYLOBBY [REVERSE SIDE] DOUBLE HEIGHT SKYLOBBY FOR THE HOTEL FLOORS

HOTEL

SKYLOBBY

THE LOWER MECHANICAL FLOOR, VIEWED FROM THE EAST

MECHANICAL FLOOR HOUSING THE OUTRIGGERS AND BELTS THAT PROVIDE LATERAL STABILITY

OFFICE [CONT.]

MECH. 1

LARGE PRIMARY COLUMNS EXTEND THE LENGTH OF THE BUILDING AND EXPRESSED IN THE PODIUM OPEN ATRIUM OFFICE IN-SITU POURED CONCRETE TIRED PUBLIC PLAZA

PRECAST STRUCTURAL WALL

THE PODIUM ATRIUM WITH EXPRESSED MEGA COLUMNS AND VOID INTO THE BASE OF THE TOWER PODIUM

NOTE: EDGE AND BAND BEAMS OMITTED FROM THE SLAB FOR CLARITY

PODIUM EXTERIOR AND TOWER BASE, SHOWING IN-SITU POURED STAIR/PLAZA

Collins Wedge C ollins We dge

SITE B 433-439 Collins St

ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY TUTORIAL 16, DE MELIS - GROUP A JEREMY BONWICK, ANDREW KURNIAWAN, KIRSTY BAIN

STRUCTURAL CONCEPT DIAGRAMS & 3D MODELING

A2.3

SUMMER SCENARIO

WINTER SCENARIO

OUTSIDE

DE ACA ST F WE

HOT AIR VENTED-OUT

HOT AIR VENTED-IN WARMING-UP COLD WINTER TEMPERATURE

DAMPER OPEN TO INTERIOR

DAMPER OPEN TO EXTERIOR

22ยบ

SOLAR GAIN

LK WA CAT

NORTH FACADE COOL OUTSIDE AIR TO FLUSH

INSIDE

The angled West side of the building mass allows increased efficiency of vertical shading protecting interior from harsh afternoon sun. The catwalk is installed not only to ease facade maintenance, but also act as a vertical shading.

1 A3.1

WARM AIR CIRCULATING TO CEILING LEVEL

Using Nanogel Kalwall system with integrated damper allows a thermal ventilation system by circulating air through to the cavity. Kalwall can reduce HVAC heating and cooling loads while harvesting light and managing solar gain. During summer, hot air are flushed out. while during winter warm air is preserved & circulated in the interior.

SHADING DIAGRAM (EQUINOX 3PM)

2 A3.1

1:100 @A1

KALWALL THERMAL VENTILATION DIAGRAM 0

1:50 @A1

0.5

1

2.5m

RL +300.00 CROWN

FFL +282.50 L41 FFL +277.50 L40

FFL +261.50 L39 FFL +258.00 L38 FFL +255.50 L37 FFL +252.00 L36 FFL +249.50 L35

FFL +243.50 L34 FFL +240.00 L33 FFL +237.50 L32 FFL +234.00 L31 FFL +231.50 L30 FFL +228.00 L29 FFL +225.50 L28 FFL +222.00 L27 FFL +219.50 L26 FFL +216.00 L25

1

A 3.2

FFL +208.00 L24 FFL +204.00 L23 FFL +200.00 L22 FFL +196.00 L21 FFL +192.00 L20 FFL +188.00 L19 FFL +184.00 L18 FFL +180.00 L17 FFL +176.00 L16 FFL +172.00 L15

FFL +164.00 L14 FFL +160.00 L13 FFL +156.00 L12 FFL +152.00 L11 FFL +148.00 L10 FFL +144.00 L9 FFL +140.00 L8 FFL +136.00 L7 FFL +132.00 L6 FFL +128.00 L5

FFL +120.00 L4 FFL +115.00 L3 FFL +110.00 L2 FFL +106.00 L1

2

A 3.2

3 A3.1

NORTH ELEVATION 1:500 @ A1

02 5

10m

FFL +100.00 GF

4 A3.1

WEST ELEVATION 02 5

1:500 @ A1

10m

Collins Wedge C ollins We dge

SITE B 433-439 Collins St

ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY TUTORIAL 16, DE MELIS - GROUP A JEREMY BONWICK, ANDREW KURNIAWAN, KIRSTY BAIN

OVERALL ELEVATION

A3.1

1500

SCHEDULE

1500

1500

1500 1.

2.

2500

9.

3.

VISION PANEL 1500 X 2500 1.

4.

8.

11.

7.

12.

3.

750

10.

6.

2.

4.

5.

1500

FFL GALVANISED STEEL CATWALK

14.

5.

750

KALWALL SPANDREL PANEL 1500 X 1500

13.

6.

7.

2500

8.

9.

10.

11.

12.

13.

800MM SUN CONTROLS VERTICAL BLADE SUNSHADES

14.

1500

TYPICAL UNITISED NORTH & WEST FACADE

4

FFL

A3.2

ISOMETRIC 1:75 @ A1 SCHEDULE

6000

1.

1 A3.2

800MM SUN CONTROLS VERTICAL BLADE SUNSHADES ONYX GRAY POWDER COAT FINISH HOT DIP GALVANISED ANCHORS & INSERTS GALVANISED STEEL CATWALK 800MM CLEARANCE SPANDREL PANEL 1500 X 1500 NANOGEL KALWALL SYSTEM 65MM CAVITY ROCKWOOL FIRESTOP INSULATION VISION PANEL 1500 X 2500 12MM CLEAR TOUGHENED GLASS 13MM ARGON GAP 12MM BLUE COLOURED TOUGHENED GLASS AUTOMATIC INTEGRATED ROLLER BLIND ALUMINUM FACADE BRACKET FIXED WITH ANCHOR BOLTS RAISED FLOOR SYSTEM WITH CABLING VOID CARPET FLOORING CONCRETE EDGE BEAM PT CONCRETE FLOOR SLAB HVAC DUCTING SUSPENDED CEILING SYSTEM WITH ACOUSTIC CEILING PANEL SERVICES TRAY

OFFICE NORTH & WEST FACADE ELEVATION 0

1:50 @ A1

2.

8.

0.5

1

3.

2.5m 1.

3.

7.

10.

6.

11.

4.

9.

5.

2.

13.

4.

5.

12.

6.

7.

TOP HUNG FIXING 2-WAY SPIDER GLASS FIXING

8.

9.

10.

11.

12.

13.

4200

2100

LAMINATED STRUCTURAL GLASS FIN

5

SPLICE PLATE

A3.2

400MM SUN CONTROLS VERTICAL BLADE SUNSHADES ONYX GRAY POWDER COAT FINISH HOT DIP GALVANISED ANCHORS & INSERTS SPANDREL PANEL 1500 X 1500 65MM CAVITY 12MM BLUE COLOURED BACK TOUGHENED GLASS ROCKWOOL FIRESTOP INSULATION VISION PANEL 1500 X 2500 12MM CLEAR TOUGHENED GLASS 13MM ARGON GAP 12MM BLUE COLOURED TOUGHENED GLASS AUTOMATIC INTEGRATED ROLLER BLIND ALUMINIUM FACADE BRACKET FIXED WITH ANCHOR BOLTS RAISED FLOOR SYSTEM WITH CABLING VOID CARPET FLOORING CONCRETE EDGE BEAM PT CONCRETE FLOOR SLAB HVAC DUCTING SUSPENDED CEILING SYSTEM WITH ACOUSTING CEILING PANEL SERVICES TRAY

TYPICAL UNITISED EAST & SOUTH FACADE ISOMETRIC 1:75 @ A1

2100

PADDINGTON SAFETY GLASS 4200 X 2650

LATERAL SUPPORT BOTTOM FIXING CONCRETE FLOOR SLAB 2650

4.

2650

2650

SCHEDULE

5.

3.

2.

1.

1.

2.

3.

4.

5.

6.

2 A3.2

PODIUM NORTH ENTRANCE FACADE ELEVATION 0

1:50 @ A1

0.5

1

7.

2.5m

11.

12.

9.

10.

8.

9.

SCHEDULE 1.

2.

3.

4.

5.

6.

7.

1.

6 A3.2

7

PODIUM NORTH ENTRANCE FACADE ISOMETRIC 1:75 @ A1

SCHEDULE

4.

A 3.2

11.

12.

10.

EDGE BEAM 500MM WIDTH 600MM DEPTH PT CONCRETE SLAB 200M THICK COMPOSITE SUSPENDED CEILING LINING INTERLOCKING TILE BLUESTONE FACADE POWDERCOATED ALUMINUM GLASS CURTAIN WALL FACADE PARALLEL FLANGE CHANNEL 200MM HIGH 80MM DEPTH SILVER POWDERCOAT FINISH SPANDREL INTERLOCKING TILE BLUESTONE FACADE

6.

7.

8.

PADDINGTON SAFETY GLASS 4200 X 2650 ROUTEL STAINLESS STEEL SILICONE SEALANT WITH BACKER ROD TOP HUNG FIXING STAINLESS STEEL 2-WAY SPIDER GLASS FIXING STAINLESS STEEL LAMINATED STRUCTURAL GLASS FIN SPLICE PLATE STAINLESS STEEL LATERAL SUPPORT BOTTOM FIXING STAINLESS STEEL GRANITE TILE DIAMOND BLACK SCREED ON WEATHERPROOF MEMBRANE POLISHED CONCRETE FINISH CONCRETE FLOOR SLAB

2.

5.

3.

7.

4.

6.

1. 20MM BLUESTONE TILE CLADDING 2. 18MM COMPOSITE SUBSTRATE 3. PROPRIETARY ALUMINUM TRACK SYSTEM W/ CLIPS & GASKETS PER MANF’R 4. 90MM ROCKWOOL FIRESTOP INSULATION 5. WEATHERPROOF MEMBRANE AS REQUIRED 6. 100MM REINFORCED CONCRETE TILT-UP PANEL

2.

5.

3.

6.

1.

Collins Wedge C ollins We dge

SITE B 433-439 Collins St

ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY TUTORIAL 16, DE MELIS - GROUP A JEREMY BONWICK, ANDREW KURNIAWAN, KIRSTY BAIN 3 A3.2

TYPICAL PODIUM SIDE FACADE ISOMETRIC 1:75 @ A1

7 A3.2

BLUESTONE TILE CLADDING DETAIL ISOMETRIC 1:15 @ A1

FACADE TREATMENTS

A3.2

Digital Model

Collins Wedge C ollins We dge

SITE B 433-439 Collins St

ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY TUTORIAL 16, DE MELIS - GROUP A JEREMY BONWICK, ANDREW KURNIAWAN, KIRSTY BAIN

FACADE CONCEPT DIAGRAMS & 3D MODELING

A3.3

Part 3 Detailed Design Drawings

2

3

106

106 2 WAY SPIDER CLAMP CONNECTING 50mm DIAM HANDRAIL

GL2

1350

GL2 GL1

GL2

GL2

GL1

GL1

BLUESTONE TILE FACADE ON TRACK SYSTEM @ 1000(w) x 1000(h)

GL1

TILED PAVEMENT MIN 1:14 FALL AWAY FROM BUILDING

1 107

1000

2 - SF FL 9000

1000

1000

1000

1000

1000

1000

1000

3800

GL1

GL1

GL2

GL2

GL2

4000

GL2

STRUCTURAL LAMINATED GLASS FIN BEYONW (40mm THICK)

GL2

4 WAY SPIDER CLAMP

1 - FF FL 4000

G.S ANGLE BRACKET 400(l) x 50(w)

GL4

2000

STRUCTURAL LAMINATED GLASS FIN BEYONW (40mm THICK)

2000

G.S ANGLE BRACKET IN POLISHED ALUMINIUM STEEL

TILED PAVEMENT MIN 1:14 FALL AWAY FROM BUILDING

0 - GF FL 0

2000

2000

STRUCTURAL LAMINATED GLASS FIN BEYOND (40mm THICK) P.F.C 200(h) x 150(d) PAINTED MONUMENT WITH METAL SHEID EPOXY ENAMEL

STRUCTURAL LAMINATED GLASS FIN BEYOND (40mm THICK)

ALUMINIUM DOOR

100mm(w) ALUMINIUM LINEAR FLOOR DRAIN

8 107 FW

100mm(w) ALUMINIUM LINEAR FLOOR DRAIN

2 GLASS FACADE SECTION - 01 1 : 50

2000

20mm SAFETY GLASS w/ - CONTINUOUS SEALANT SET IN 45mm x 35mm REBATE CHANNEL w/ SETTING BLOCK.

5 107

7 107

REINFORCED INSITU CONCRETE STRUCTURAL SLAB @200mm.

STRUCTURAL GLASS FASADE 1 ELEVATION - 01 1 : 50 2000

4 107

0 - GF FL 0

2000

1 - FF FL 4000

SLIDING DOOR TOP RAIL AS PER DOOR MANUF. DETAILS.

AUTOMATIC GLASS SLIDING DOOR @ 2000mm CLEAR OPENING. w/ FIXED GLASS SIDE PANELS

GL2

SPIDER CLAMP CONNECTING 50mm DIAM HANDRAIL G.S ANGLE BRACKET 400(l) x 50(w) BEYOND

GL2

GL1

GL2

1 - FF FL 4000

GL2

STRUCTURAL GLASS FACADE @ 2000(w) x 4000(h)

GL1

GL2

GL2

20mm SAFETY GLASS w/ CONTINUOUS SEALANT SET IN 45mm x 35mm REBATE CHANNEL w/ SETTING BLOCK.

GL1

GL1

GL1

BLUE STONE FACADE TILE SPANDREL, 10mm THICK 1000(h) x 1000(w).

G.S ANGLE BRACKET IN POLISHED ALUMINIUM STEEL

LINOX FRAMELESS GLASS FIN FACADE SYSTEM - SPIDER CLAMP FIXINGS GL2

SGW CL 7800

13mm PLASTERBOARD CEILING LINING

P.F.C 200(h) x 150(d) PAINTED MONUMENT WITH METAL SHEID EPOXY ENAMEL GL1

150mm PRECAST CONCRETE PANEL

EB1 REINFORCED IN SITU EDGE BEAM, 500mm (w) x 600mm (d)

SGW CL 7800

200

FC1

1000

2 - SF FL 9000

FC1

REINFORCED INSITU CONCRETE STRUCTURAL SLAB @200mm.

0 - GF FL 0

TILED PAVEMENT MIN 1:14 FALL AWAY FROM BUILDING

3 GLASS FACADE SECTION - 02 1 : 50

4 STRUCTURAL GLASS FACADE ISO

2000

106 100mm(w) ALUMINIUM LINEAR FLOOR DRAIN

1

STRUCTURAL GLASS FACADE @ 2000(w) x 4000(h) AUTOMATIC GLASS SLIDING DOOR @ 2000mm CLEAR OPENING. w/ FIXED GLASS SIDE PANELS

5

3

2

106

106

STRUCTURAL LAMINATED GLASS FIN BEYONW (40mm THICK) ON G.S ANGLE BRACKET IN POLISHED ALUMINIUM STEEL

STRUCTURAL GLASS FASADE PLAN 1 : 50

4

7 106

A 1000

1000

1000

1000

BLUESTONE TILE FACADE ON TRACK SYSTEM @ 1000(w) x 1000(h)

1100

FC1

FFL 3 - 14140 TF FL 14000

1000

3 107 150mm PRECAST CONCRETE PANEL

FW

3 - TF FL 14000

1200

FC1

BLUESTONE TILE FACADE ON TRACK SYSTEM @ 1000(w) x 1000(h)

200

1000

1000

1000

90

1000

4000

1100

1000

GL1

GL1

GL1

GL1

GL1

FC1

3800

4000

13mm PLASTERBOARD CEILING LINING ON RONDO 166 CLIP TO MANF. DET'S.

P.F.C 200(h) x 150(d) PAINTED MONUMENT WITH METAL SHEID EPOXY ENAMEL

3800

FC1

GL1

BLUESTONE TILE FACADE ON TRACK SYSTEM @ 1000(w) x 1000(h)

ALUMINIUM WINDOW LINE OF WALL BEYOND

GL1

GL1

GL1

SGW CL 7800

13mm PLASTERBOARD CEILING LINING ON RONDO 166 CLIP TO MANF. DET'S.

P.F.C 200(h) x 150(d) PAINTED MONUMENT WITH METAL SHEID EPOXY ENAMEL

FC1

8 FACADE ISO WT1

SGW CL 7800

BLUESTONE TILE FACADE ON TRACK SYSTEM @ 1000(w) x 1000(h)

CAPRAL 400 SERIES ALUMINIUM DOUBLE GLAZED SYSTEM FACADE @ 1000(w) x 4000(h)

3800

4000

FC1

GL1

15100

GL1

2 - SF FL 9000 6 107

1200

1000

FC1

200

1000

2 - SF FL 9000

GL1

150mm PRECAST CONCRETE PANEL

FLOOR FINISH AS SPEC

GL1

GL1

GL1

GL1

1 - FF FL 4000

7800

7800

GL1

4000

9

LINE OF WALL BEYOND

9 107 STRUCTURAL SLAB

MIN. 1:100

1000

Collins Wedge

0 - GF FL 0

PAVEMENT SLAB EARTH GRAVEL INFILL DRAINAGE CELL

WATERPROOF MEMBRANE

STRUCTURAL GLASS FASADE 6 ELEVATION - 02 1 : 50

1000 4000

1000

CAPRAL 400 SERIES ALUMINIUM DOUBLE GLAZED SYSTEM FACADE @ 1000(w) x 4000(h)

FC1

0 - GF FL 0

1000

STRUCTURAL GLASS FASADE PLAN - 02 1 : 50

FLOOR FINISH AS SPEC

100

4000

1000

150mm PRECAST CONCRETE PANEL

CAPRAL 400 SERIES ALUMINIUM DOUBLE GLAZED SYSTEM FACADE @ 1000(w) x 4000(h)

FC1

BLUESTONE TILE FACADE ON TRACK SYSTEM @ 1000(w) x 1000(h)

A 1000

GL1

106 6

BLUESTONE TILE FACADE ON TRACK SYSTEM @ 1000(w) x 1000(h)

1 - FF FL 4000

4

7 106

STRUCTURAL GLASS FASADE SECTION 7 - O2 1 : 50

SITE B 433 - 439 Collins St

ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY

Collins Wedge C ollins We dge

SITE B 433-439 Collins St

MODULE 4 - DETAILED DESIGN

PODIUM OVERVIEW - STRUCTURAL GLASS FACADE SYSTEM KIRSTY BAIN, 1152572 TUTORIAL 16, GROUP A

DRAWING

ABPL90118 A4.1 APPLIED ARCHITECTURAL TECHNOLOGY TUTORIAL 16, DE MELIS - GROUP A JEREMY BONWICK, ANDREW KURNIAWAN, KIRSTY BAIN

PODIUM GENERAL ARRANGEMENT

A4.1

1350

TOP OF BALUSTRADE

90

A

2 WAY SPIDER CLAMP CONNECTING 50mm DIAM HANDRAIL

TYPICAL SCREEDED CONCRETE BASE W/ COVE FORMER 600mm x 600mm CONCRETE PAVERS

15mm SCREED BASE ON SLAB

150

TILED PAVEMENT MIN 1:14 FALL AWAY FROM BUILDING

101 40

18

20mm SAFETY GLASS w/ - CONTINUOUS SEALANT SET IN 45mm x 35mm REBATE CHANNEL w/ SETTING BLOCK.

10 CUSTOM MADE 0.60mm THICK COLORBOND TRIM FLASHING

2 - SF FL 9000

PROVIDE PUDDLE FLANGE TO FLOOR WASTE

BRADFORD ENVIROSEAL PROTECTOR WALL WRAP SARKING

FFL 14140 FW

3 - TF FL 14000

90mm BRADFORD GOLD BATTS BULK INSULATION R2.0

CONTINUOUS JOINT SEALANT WITH BACKING ROD

40mm TOP & BOTTOM TRACK SYSTEM

40mm TOP & BOTTOM TRACK SYSTEM

DOWL TO CENTRE OF P.C.P

TYPICAL - MEMBRANE TO TOP OF SCREED

150mm PRECAST CONCRETE PANEL SYSTEM

WATER PROOFE MEMBRANE

40MM TOP & BOTTOM TRACK SYSTEM

18mm C.F.C SUBSTRATE

HIGH STRENGTH MORTAR FILL

150mm PRECAST CONCRETE PANEL

18mm SUBSTRATE

18mm C.F.C. SUBSTRATE

BLUE STONE FACADE TILE SPANDREL, 10mm THICK 1000(h) x 1000(w).

150mm PRECAST CONCRETE PANEL

90mm BRADFORDS GOLD BATTS BULK INSULATION R2.0

EB1 REINFORCED IN SITU EDGE BEAM, 500mm (w) x 600mm (d)

1000x1000 BLUE STONE TILE

BLUE STONE FACADE TILE SPANDREL, 10mm THICK 1000(h) x 1000(w).

90mm BRADFORDS GOLD BATTS BULK INSULATION R2.0

BRADFORD ENVIROSEAL PROTECTOR WALL WRAP SARKING

BRADFORD ENVIROSEAL PROTECTOR WALL WRAP SARKING

CONTINUOUS JOINT SEALANT WITH BACKING ROD

P.F.C 200(h) x 150(d) PAINTED MONUMENT WITH METAL SHEID EPOXY ENAMEL

HIGH STRENGTH MORTAR FILL DOWL TO CENTRE OF P.C.P

CLEAT FIXED P.F.C 200(h) x 150(d) TO PRECAST CONCRETE PANEL

ANCHOR BOLT INTO SLAB

SGW CL 7800

13mm PLASTERBOARD CEILING LINING HIGH STRENGTH MORTAR FILL

13mm PLASTERBOARD CEILING LINING 13mm PLASTERBOARD WALL LINING

CUSTOM MADE 0.60mm THICK COLORBOND TRIM FLASHING

G.S ANGLE BRACKET IN POLISHED ALUMINIUM STEEL

50 100

CAPRAL 400 SERIES ALUMINIUM DOUBLE GLAZED SYSTEM FACADE @ 1000(w) x 4000(h)

2 3D ISO FACADE

100 50

300

STRUCTURAL GLASS FIN BEYONW (40mm THICK)

3 PARAPET DETAIL SECTION - GLAZED 1 : 10

20mm SAFETY GLASS w/ - CONTINUOUS SEALANT SET IN 45mm x 35mm REBATE CHANNEL w/ SETTING BLOCK.

1 ROOF LEVEL DETAIL - 01 1 : 10

LINE OF WALL BEYOND

ALUMINIUM WINDOW FLOOR FINISH AS SPEC

CAULKING ON BACKING ROD

200

200

2 - SF FL 9000 P.F.C 200(h) x 150(d) PAINTED MONUMENT WITH METAL SHEID EPOXY ENAMEL

CONTINUOUS JOINT SEALANT WITH BACKING ROD STRUCTURAL LAMINATED GLASS FIN BEYONW (40mm THICK)

40MM TOP & BOTTOM TRACK SYSTEM

HIGH STRENGTH MORTAR FILL

18mm SUBSTRATE

1 - FF FL 4000

203

120

20mm SAFETY GLASS

2 WAY SPIDER CLAMP CONNECTING 50mm DIAM HANDRAIL

800

18 10

1000x1000 BLUE STONE TILE

1200

90mm BRADFORDS GOLD BATTS BULK INSULATION R2.0

101 40

BRADFORD ENVIROSEAL PROTECTOR WALL WRAP SARKING

150mm PRECAST CONCRETE PANEL CONTINUOUS SEALANT

SLIDING DOOR TOP RAIL AS PER DOOR MANUF. DETAILS.

P.F.C 200(h) x 150(d) PAINTED MONUMENT WITH METAL SHEID EPOXY ENAMEL

DOWL TO CENTRE OF P.C.P

P.F.C 200(h) x 150(d) PAINTED MONUMENT WITH METAL SHEID EPOXY ENAMEL

200

159

4 WAY SPIDER CLAMP

80

G.S ANGLE BRACKET 400(l) x 50(w)

20mm SAFETY GLASS w/ - CONTINUOUS SEALANT SET IN 45mm x 35mm REBATE CHANNEL w/ SETTING BLOCK.

G.S ANGLE BRACKET 400(l) x 50(w) BEYOND

150

CONTINUOUS SEALANT

40 100

400

100 40

STRUCTURAL LAMINATED GLASS FIN BEYOND (40mm THICK)

SGW CL 7800

13mm PLASTERBOARD CEILING LINING

CLEAT FIXED P.F.C 200(h) x 150(d) TO PRECAST CONCRETE PANEL

13mm PLASTERBOARD WALL LINING

STRUCTURAL GLASS WALL INTERMEDIATE DETAIL - 01 4 1 : 10

STRUCTURAL GLASS WALL INTERMEDIATE DETAIL - 02 5 1 : 10

CAPRAL 400 SERIES ALUMINIUM DOUBLE GLAZED SYSTEM FACADE @ 1000(w) x 4000(h)

WALL INTERMEDIATE DETAIL - 03 6 1 : 10

A 331 WALL BEYOND

100 50

ABLEFLEX CAULKING BRICKWORK JUNCTION

10 140

25

SLAB REBATE 150

HIGH STRENGTH MORTAR FILL

MIN. 1:100 FW

TILED PAVEMENT MIN 1:14 FALL AWAY FROM BUILDING

0 - GF FL 0

15mm SCREED BASE ON SLAB

ANCHOR BOLT INTO SLAB

100mm(w) ALUMINIUM LINEAR FLOOR DRAIN

REINFORCED IN-SITU CONCRETE STRUCTURAL SLAB @200mm.

ABLEFLEX CAULKING BRICKWORK JUNCTION

TOPPING FILLING TO REBATE WHERE REQUIRED

TILED PAVEMENT MIN 1:14 FALL AWAY FROM BUILDING

ENTRANCE MATTING ANGLE TRIM SLAB REBATE

RAVEN RP98 150X19 ALUMINIUM THRESHOLD PLATE. PACK WITH IMPERVIOUS NON SHRINK GROUT. LEVEL TO SUIT FFL

REINFORCED IN-SITU CONCRETE STRUCTURAL SLAB @200mm.

FW

CAPRAL 400 SERIES ALUMINIUM DOUBLE GLAZED SYSTEM FACADE @ 1000(w) x 4000(h)

ALUMINIUM WINDOW

FLOOR FINISH AS SPEC STRUCTURAL SLAB

LINE OF WALL BEYOND

PACKER AND CAULKING ON BACKING ROD W/ CUSTOM FLASHING

0 - GF FL 0

50

50 100

SMALL FLASHING

ALUMINIUM DOOR

50 REBATE

SMALL FLASHING

300

G.S ANGLE BRACKET IN POLISHED ALUMINIUM STEEL

20mm SAFETY GLASS w/ - CONTINUOUS SEALANT SET IN 45mm x 35mm REBATE CHANNEL w/ SETTING BLOCK. (BEYOND)

STRUCTURAL LAMINATED GLASS FIN BEYOND (40mm THICK)

200

20mm SAFETY GLASS w/ - CONTINUOUS SEALANT SET IN 45mm x 35mm REBATE CHANNEL w/ SETTING BLOCK.

STRUCTURAL LAMINATED GLASS FIN BEYONW (40mm THICK)

15mm SCREED BASE ON SLAB

MIN. 1:100

0 - GF FL 0 PAVEMENT SLAB

100mm(w) ALUMINIUM LINEAR FLOOR DRAIN

331 HIGH STRENGTH MORTAR FILL

ABLEFLEX CAULKING BRICKWORK JUNCTION

SLAB REBATE

EARTH

7 GROUND FLOOR SLAB DETAIL - 01 1 : 10

GRAVEL INFILL

8 GROUND FLOOR SLAB DETAIL - 02 1 : 10

DRAINAGE CELL

WATERPROOF MEMBRANE

Collins Wedge

500

SITE B 433 - 439 Collins St

ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY

9

GROUND FLOOR SLAB DETAIL - 03 1 : 10

MODULE 4 - DETAILED DESIGN

PODIUM OVERVIEW - STRUCTURAL GLASS FACADE SYSTEM KIRSTY BAIN, 1152572 TUTORIAL 16, GROUP A

DRAWING

A4.2

Collins Wedge C ollins We dge

SITE B 433-439 Collins St

ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY TUTORIAL 16, DE MELIS - GROUP A JEREMY BONWICK, ANDREW KURNIAWAN, KIRSTY BAIN

PODIUM DETAILS

A4.2

MODULE 4 OFFICE CURTAIN WALL DETAIL DRAIWNGS DETAILING TO SUPPORT CONTINUOUS FACADE AND SHADING DETAILS

OFFICE L 16

A

FFL +176.00

SL1 CONCRETE SLAB 120MM THICK EB1 EDGE BEAM 500MM WIDTH, 600MM DEPTH

FCL +174.80 C1 CONCRETE COLUMN 2400MM ø OFFICE

L 15

L 15

FFL +172.00

FFL +172.00

1

LOUVRECLAD DELTA SERIES PERFORATED LOUVRE SYSTEM SHALE GREY PRE-FINISHED STEEL

A4.2

8000

12MM BLUE COLOURED BACK TOUGHENED GLASS PANEL MECHANICAL FLOOR

MECHANICAL LOUVRE ALUMINIUM FRAME

600 325

600 325

NYLON BIRD NET

CONCRETE UPSTAND

L 14

L 14

FFL +164.00

FFL +164.00

FCL +162.80

4000

2

A4.2

800MM SUN CONTROLS VERTICAL BLADE SUNSHADES ONYX GRAY POWDER COAT FINISH

L 13

4000

GREY ANODISED ALUMINIUM MULLION

OFFICE

L 13

LATCHWAYS CONSTANT FORCE MAN SAFE HARNESS SYSTEM 800D MM GALVANISED STEEL GRATING CATWALK

FFL +160.00

1200

1500

FFL +160.00

FCL +158.80

3

L 12 FFL +156.00

A4.2

OFFICE

L 12 FFL +156.00

SPANDREL PANEL 1500 X 1500 NANOGEL KALWALL SYSTEM 65MM CAVITY ROCKWOOL FIRESTOP INSULATION 12MM BLUE COLOURED BACK TOUGHENED GLASS

1500

1250

1400

800

FCL +154.80

800

800

180 500

1300

1 1 A4.1

2800

2500

VISION PANEL 1500 X 2500 12MM CLEAR TOUGHENED GLASS 13MM ARGON GAP 12MM BLUE COLOURED TOUGHENED GLASS

K

PARTIAL NORTH ELEVATION

2 0

1:50 @ A1

2400

1

2

A4.1

3m

SECTION AA 0

1:50 @ A1

1

2

3m

800D MM GALVANISED STEEL GRATING CATWALK

1200

EDGE OF CONCRETE SLAB

K

C1 CONCRETE COLUMN 1200MM ø BB3 PT BAND BEAM [CORNERS] 1200MM WIDTH, 600MM DEPTH EB1 EDGE BEAM 500MM WIDTH, 600MM DEPTH

1900

SPANDREL PANEL 1500 X 1500

180 500

ALUMINIUM MULLION

800

800

ALUMINIUM FLOOR L-BRACKET ARROWHEAD ALUMINIUM MULLION

5

4

800MM SUN CONTROLS VERTICAL BLADE SUNSHADES ONYX GRAY POWDER COAT FINISH

4

PERSPECTIVE VIEW

A4.1

A4.2

A4.2

1500

800

Collins Collins Wedge C ollins Wedge We dge

1

SITE B 433-439 CollinsSITE St B 433-439 Collins St

ABPL90118

ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY APPLIED ARCHITECTURAL TECHNOLOGY

A

MODULE 4 - DETAILED DESIGN

TUTORIAL 16, DE MELIS - GROUP A JEREMY BONWICK, ANDREW KURNIAWAN, KIRSTY BAIN

3 A4.1

OFFICE PARTIAL PLAN 1:50 @ A1

0

1

2

3m

OFFICE CURTAIN WALL DETAILS ANDREW KURNIAWAN, 917857 OFFICE TUTORIALGENERAL 16 - GROUP A ARRANGEMENT

DRAWING NO.

4.1 A4.3

VISION PANEL 1500 X 2500 12MM CLEAR TOUGHENED GLASS 13MM ARGON GAP 12MM BLUE COLOURED TOUGHENED GLASS

DELTA SERIES LOUVRE SYSTEM SHALE GREY FINISH NYLON BIRD NET

SILL COVER SILL TRANSOM STACK HEAD

SUBFRAME SILL LYSAGHT METAL FLASHING

EXTERIOR DAMPER INTERIOR DAMPER FILTER MESH

L 15 FFL +172.00

CONCRETE UPSTAND REBATE GROUT BACKFILLED

L 14

REBATE GROUT BACKFILLED ALUMINIUM FLOOR ANGLE BRACKET ANCHOR BOLTS FIXED

FFL +164.00 SMOKE FLASHING 1MM THICK 50MM ROCKWOOL FIRESTOP

SMOKE FLASHING 1MM THICK 50MM ROCKWOOL FIRESTOP

HZA 41/27 ANCHOR W/ NUT & SPRING WASHER

HZA 41/27 ANCHOR W/ NUT & SPRING WASHER

HZA 29/20 ANCHOR

HZA 29/20 ANCHOR EDGE CAVITY TOLERANCE

EDGE CAVITY TOLERANCE

SPANDREL PANEL 1500 X 1500 NANOGEL KALWALL INSULATION 65MM CAVITY 12MM BLUE COLOURED BACK TOUGHENED GLASS

SPANDREL PANEL 1500 X 1500 NANOGEL KALWALL INSULATION 65MM CAVITY 12MM BLUE COLOURED BACK TOUGHENED GLASS

NYLON BIRD NET

BLIND PELMET

STEEL BRACKET ANCHOR BOLTS FIXED DELTA SERIES LOUVRE SYSTEM SHALE GREY FINISH

INTERIOR DAMPER EXTERIOR DAMPER

FCL +162.80

STACK JOINT NYLON BIRD NET

MECHANICAL/ OFFICE FACADE SECTION DETAIL

1 A4.2

2 0

1:10 @ A1

100 200

A4.2

500mm

OFFICE/ MECHANICAL FACADE SECTION DETAIL 0

1:10 @ A1

100 200

500mm

VISION PANEL SILL COVER SILL TRANSOM STACK HEAD

ALUMINIUM SERVICE TRAY FIXED ONTO SLAB

EXTERIOR DAMPER INTERIOR DAMPER FILTER MESH

L 13 FFL +160.00

CARPET FINISH FLOOR PANEL

ALUMINIUM FLOOR ANGLE BRACKET ANCHOR BOLTS FIXED

CAP GASKET + HEAD LOCKING PEDESTAL

SMOKE FLASHING 1MM THICK

SL1 CONCRETE SLAB 120MM THICK

REBATE GROUT BACKFILLED

50MM ROCKWOOL FIRESTOP LATCHWAYS CONSTANT FORCE MAN SAFE HARNESS SYSTEM

BASE FIXING EXPANSION ANCHOR BOLT HZA 41/27 ANCHOR W/ NUT & SPRING WASHER

800D MM GALVANISED STEEL GRATING CATWALK

EB1 EDGE BEAM 500MM WIDTH, 600MM DEPTH

HOT DIP GALVANISED ANCHOR BRACKET FIXING HZA 29/20 ANCHOR

SUSPENSION ROD 8MM ø

C1 CONCRETE COLUMN 2400MM ø BEHIND

EDGE CAVITY TOLERANCE SPANDREL PANEL 1500 X 1500 NANOGEL KALWALL INSULATION 65MM CAVITY 12MM BLUE COLOURED BACK TOUGHENED GLASS

HVAC DUCT BLIND PELMET

ALUMINIUM SERVICE TRAY FIXED ONTO SUPPORT

INTERIOR DAMPER EXTERIOR DAMPER

FCL +158.80

GALVANISED STEEL CHANNEL ACOUSTIC CEILING PANEL VISION PANEL

FURRING CHANNEL

OFFICE/ OFFICE FACADE SECTION DETAIL

3 A4.2

0

1:10 @ A1

100 200

500mm

EB1 EDGE BEAM 500MM WIDTH, 600MM DEPTH EDGE OF CONCRETE SLAB REBATE GROUT BACKFILLED HZA 41/27 ANCHOR W/ NUT & SPRING WASHER ALUMINIUM FLOOR ANGLE

FEMALE MULLION

MALE MULLION

CAST-IN INSERT 300MM SMOKE FLASHING 1MM THICK 50MM ROCKWOOL FIRESTOP ARROWHEAD GREY ANODISED ALUMINIUM MULLION GREY ANODISED ALUMINIUM MULLION SPANDREL PANEL LATCHWAYS CONSTANT FORCE MAN SAFE HARNESS SYSTEM 800D MM GALVANISED STEEL GRATING CATWALK

HOT DIP GALVANISED ANCHOR BRACKET FIXING 800MM SUN CONTROLS VERTICAL BLADE SUNSHADES ONYX GRAY POWDER COAT FINISH

Collins Collins Wedge C ollinsWedge We dge

SITE B SITE B 433-439 Collins St 433-439 Collins St

ABPL90118 ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY

APPLIED ARCHITECTURAL TECHNOLOGY

FACADE PLAN DETAIL

4 A4.2

A4.2

1:10 @ A1 0

100 200

CORNER FACADE PLAN DETAIL

5

500mm

1:10 @ A1 0

100 200

500mm

MODULE DETAILED DESIGN TUTORIAL4 -16, DE MELIS - GROUP A

JEREMY BONWICK, ANDREW KURNIAWAN, KIRSTY BAIN

OFFICE CURTAIN WALL DETAILS ANDREW KURNIAWAN, 917857 CROWN TUTORIAL 16 - GROUP A DETAILS

DRAWING NO.

4.2 A4.4

MODULE 4 CROWN DETAIL DRAWINGS DETAILING TO SUPPORT CONTINUOUS FACADE AND SHADING DETAILS

C1 WC1 EB1 BB1 SL2

PLAN DETAIL CALLOUT @ 1:25

12 MS PLATE WELDED

KEY MEMBER SCHEDULE

SHADING BLADE

CONCRETE COLUMN, 1200 ø 16 MS PLATES BUTT WELDED, 600 TO 1200 x 400 INTERNAL STIFFNER PATES AS INDICATED 600 DEEP x 500 WIDE 600 DEEP x 1200 WIDE, POST TENSIONED 200 CONCRETE SLAB

SHOWING SHADING BLADE CONNECTION BACK TO HORIZONTAL RECTANGULAR HOLLOW SECTION THROUGH OPENINGS IN THE UNITISED PANEL, GASKET SEALED. (UNITISED PANELS SHOWN DASHED FOR CLARITY)

POWDER COATED AND GALVANISED STEEL FIXING PLATES BOLTED THROUGH

RL +300.00 HIGHEST POINT

1

A4.2

FACADE SHADING BLADES, 800mm, FOLLOWS FACADE ANGLES AND TAPERS INWARDS AT CROWN TO MATCH MANUFACTURED COLUMN

WC1 — MANUFACTURED STEEL COLUMN, TAPERED TO TOP (CROSS SECTIONS OF 600x400 AT TOP, 1200x400 AT BOTTOM), BLACK POWDER COATED, AT 6000mm CENTRES

UNITISED FACADE PANELS INCLUDING SPANDREL (1500x1500) AND VISION PANELS (1500x2000)

250x150 RHS WELDED TO COLUMN, SUPPORTS FIXINGS FOR FACADE PANELS

STEEL L-BRACKET FIXING FACADE TO HORIZONTAL RHS TRANSOM STACK JOINT BETWEEN UNITISED PANELS GLASS ONLY SPANDREL PANELS TO MATCH VISION PANELS ABOVE THE LINE OF THE INTERIOR SPACES CONNECTION BETWEEN SHADING BLADE LENGTHS

2000

3500

1500

21,420

W C1

3500

LINE OF MULLION BEHIND

CROWN POOL DECK, TIMBER DECKING OVER BATTENS AND PACKERS

2260

SLAB FALL TO DRAIN

1200

FFL +282.50 L41

FCL +281.30 1250

1400

800

3100

1500

2

PARTIAL NORTH ELEVATION

FFL +277.5 L40

0

1:50 @ A1

1

2

3m 1200

A

BB1 [BEHIND]

FCL +276.3

TYPICAL 200mm SLAB, 600mm EDGE BEAMS, 400mm THICKENING TO ASSIST LOAD TRANSFER FROM CROWN COLUMNS TO CONCRETE COLUMN SYSTEM

UNITISED FACADE L-BRACKET BOLTED INTO RHS AND MULLION

PEEL AWAY TO SHOW SUB-DECKING FRAMING AND DRAINAGE PENETRATION THROUGH THE SLAB

TYPICAL SPANDREL PANEL (FOR HOTEL AND OFFICE FLOORS) INTEGRATED DAMPENERS FOR NATURAL VENTILATION CONTROL AND FIRE RESISTANT INSULATION

250x150 RHS WELDED STEEL COLUMNS

800

W C1

CATWALK ENCIRCLES THE FACADE TO FACILITATE CLEANING, INTEGRATED INTO THE SUPPORTING PLATES FOR THE SHADING BLADES, LIGHT WEIGHT GALVANISED STEEL EXTRUSIONS

W C1

W C1

800

180

1800

K

1200mm DIAMETER CONCRETE COLUMN, ANGLED AT TOP TO RESPOND TO POSITION OF STEEL COLUMNS ABOVE

1

A4.2

1200

1 3 A4.1

SECTION A-A 0

1:50 @ A1

1

2

3m

800

300

1200

SL1

EB1

C1

1 A4.1

1

A4.2

1

800

Collins Wedge C ollins We dge 1500 2

A4.2

800

2

ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY

1

TUTORIAL 16, DE MELIS - GROUP A JEREMY BONWICK, ANDREW KURNIAWAN, KIRSTY BAIN

A

2 A4.1

LEVEL 41 PLAN DETAIL 1:50 @ A1

SITE B 433-439 Collins St

0

1

2

3m

CROWN GENERAL ARRANGEMENT

A4.5

POWDER COATED STEEL EXTRUDED CAPPING MATCHES TO THE PROFILE OF THE STACK JOINT BELOW FALL TO INTERNAL TO MINIMISE STREAKING ON THE FACADE RL +300.00 CROWN HIGHEST POINT

MANUFACTURED STEEL COLUMN, TAPERED TO THE GROUND 16mm MILD STEEL PLATES BUTT WELDED OFF-SITE WITH 16mm INTERNAL STIFFENER PLATES PARALLEL TO HORIZONTAL RHS 600x400 CROSS SECTION AT TOP, 1200x400 AT BOTTOM (REFER ENGINEER’S SPECIFICATION) 9mm 250x150 RECTANGULAR HOLLOW SECTION (RHS) SITE-WELDED TO THE MANUFACTURED STEEL COLUMN

BLADE SUNSHADE LEANS INWARDS TO MATCH THE TAPERING OF THE MANUFACTURED COLUMN INTERNALLY

W C1

UNITIZED FACADE L-BRACKET CONNECTION FIXED WITH M16 BOLT AND SERRATED WASHER TO LOCK AFTER ON-SITE ADJUSTMENTS

120mm UPSTAND IN SLAB EDGE TO ENSURE WATER BUILD UP DOES NOT FLOW INTO THE BUILDING BELOW

BACKER ROD SEALING STRIP

150x100 RHS TO SUPPORT FLASHING TO THE FACE OF THE UNITISED FACADE GLASS PANES, LAPPED WITH UNDER FLASHING OVER THE EDGE OF THE SLAB’S UPSTAND

WATERPROOF MEMBRANE

FFL +282.50 LEVEL 41, CROWN POOL DECK

TREATED PINE TIMBER DECKING, 910x22x3000 MGP10 BATTENS AND PACKERS TO ALLOW DRAINAGE AND FALL TO DRAIN

SCREED TO FALL 200mm CONCRETE SLAB FIRESTOP INSULATION AND SMOKE FLASHING, SEE NOTE BELOW

BONDEK WITH INTEGRATED SHEAR STUDS TIED INTO STEEL BEAM BEHIND PRIMARY FLOOR BEAM 310 UB 137

SILL TRANSOM, TOP COMPONENT OF UNITISED PANEL STACK JOINT CONNECTION OPENING FOR NATURAL VENTILATION THROUGH THE UNITISED PANEL TO EXPELL OR IMPORT AIR INTO THE CEILING SPACE

WELDED STEEL BEAM 28mm MS PLATES TOP AND BOTTOM FLANGE 10mm MS PLATE AS WEB

STACK HEAD, BOTTOM INTERLOCKING ELEMENT OF THE STACK JOINT, INTERLOCKING TO SEAL WITH TOP COMPONENT

BEAM BOLTED TO 12mm CLEAT PLATE WELDED TO MANUFACTURED STEEL COLUMN BEHIND

FCL +281.30

W C1

NATURAL VENTILATION OUTLET AND EXTRUDE ALUMINUM SILL 1500x1500 SPANDREL PANEL — NANOGEL KALWALL SYSTEM TO ALLOW LIGHT THROUGH THE REAR OF THE SPANDREL PANEL — 100mm CAVITY AND ROCKWOOL FIRESTOP INSULATION

L BRACKET (SEE ABOVE ANNOTATION) CAST-IN INSERT, 3 ANCHORS, 300mm IN LENGTH

DURABLE WOOL CARPET AND APPROPRIATE UNDERLAY IN CROWN BAR AREAS ‘ACCESS FLOORS SERVICES’ SUSPENDED FLOOR SYSTEM, 110mm OFF SLAB FACE SERVICES AND CABLING TO PASS UNDERNEATH

FFL +277.5 LEVEL 40, CROWN BAR

VERTICAL BLADE SUNSHADES (SEE NOTE ON PLAN DETAIL)

FIRESTOP INSULATION LAYER AND 1mm SMOKE FLASHING; FOLDED GALVALISED STEEL SHEET, SEALED WITH FIRE RESISTANT CAULKING 50mm REBATE IN SLAB

LATCH WATS MANSAFE HARNESS SYSTEM FOR MAINTENANCE SAFETY

20mm MS BASEPLATE ON 10mm NON-SHRINKING LEVELING GROUT BED RAMSET “CHEMSET REO 502” ANCHORS @ 400mm SPACING 150mm EMBEDDING INTO SLAB BLADE SUNSHADE CONNECTION 15mm GAP BETWEEN GALVANISED STEEL TUBE CATWALK SYSTEM BOLTED TO AND SPANNING BETWEEN POWDER COATED STEEL PLATES

400mm SLAB THICKENING UNDERNEATH CROWN COLUMN SYSTEM

EB1

WELDED 12mm STEEL PLATE AND CLEAT ANGLE PASSING BETWEEN UNITISED PANELS WITH A GASKET SEAL TO PREVENT AIR LEAK

LINE OF BAND BEAM (BB1) BEHIND CEILING HANGERS ANCHORED INTO THE UNDERSIDE OF THE SLAB

CAST IN BOLTED CONNECTION AT 1500mm CENTRES 75mm EMBEDDING IN THE EDGE BEAM

SOUND PROOFING INSULATION TO HOTEL FLOORS

FCL +276.3 LEVEL 39, HOTEL PENTHOUSE FURRING CHANEL GRID TO SUPPORT 10mm ACCOUSTING PLASTER BOARD PAINTED FINISH TO MATCH HOTEL WALLS PROVISION FOR SERVICES TO PASS THORUGH UNDER BAND BEAMS, HUNG AND SET INTO THE UNDERSIDE OF THE SLAB

1500x2000 VISION PANEL COMPRISING — 10MM CLEAR TOUGHENED GLASS — 10MM ARGON GAP — 12MM BLUE TINTED TOUGHENED GLASS

1 A4.2

FACADE DETAIL 1:10 @ A1

LINE OF UNITISED PANEL MULLION

ELECTRONICALLY CONTROLLED DAMPENERS TO REGULATE AIR FLOW INTO AND FROM THE BUILDING, HOT AIR EXPELLED THROUGH LOWER VENT (INDICATED HERE), COOL AIR IMPORTED THROUGH UPPER VENT IN SUB-FLOOR

EDGE BEAM MOUNTED SMART BLIND SYSTEM

LINE OF ANGLED CONCRETE COLUMN BEHIND

TRANSOM EXTRUSION BETWEEN VISION AND SPANDREL PANELS OF THE UNITISED FACADE

0

100 200

500mm

FIRESTOP INSULATION BETWEEN SLAB AND UNITISED FACADE PANLES TO PREVENT FIRE SPREAD BETWEEN FLOORS

M12 BOLT FIXING INTO UNITISED FACADE PANEL MULLION WITH 5mm WASHER

L-BRACKET CONNECTION NOTE, SERRATED FACE TO LOCK INTO THE UNDERSIDE OF THE WASHER ONCE LOCATED 50mm SLAB REBEATE EXTENDS TO BASE OF MANUFACTURED STEEL COLUMN

MALE AND FEMALE MULLION DETAIL CONNECTION BETWEEN UNITISED PANELS TO CREATE A SEAL

Collins Wedge C ollins We dge

ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY

800mm VERTICAL BLADE SUNSHADES ONYX GRAY POWDER COAT FINISH 12mm BLACK POWDER COATED STEEL PLATES M12 BOLTS EACH SIDE THOROUGH THE BLADES

2 A4.2

TUTORIAL 16, DE MELIS - GROUP A JEREMY BONWICK, ANDREW KURNIAWAN, KIRSTY BAIN

PLAN DETAIL 1:10 @ A1

SITE B 433-439 Collins St

0

100 200

500mm

CROWN DETAILS

A4.6

Collins Wedge DESIGN DEVELOPMENT REPORT

TUTORIAL 16, DE MELIS - GROUP A JEREMY BONWICK (697718) ANDREW KURNIAWAN KIRSTY BAIN

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