Applied Architectural Technology Final Report

Melbourne School of Design ABPL90118_AAT_SM1_2021 Subject Coordinator: Dr Giorgio Marfella

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

ABPL90118_Applied Architectural Technology_SM1_2021 Final Submission - Design Development Report

Cover Page

Team Member Ho Lam Leung_Jason_794491 / Nathaniel Foo_804903 / Sze Kei Lai_Joyce_794897

Supervised by Mark Lam @ 16A Tutorial

Design Development Proposal for a Tall Office Building in Melbourne CBD Team Members Team Member 1 Team Member 2 Team Member 3

Ho Lam Leung_Jason_794491 Nathaniel Foo_804903 Sze Kei Lai_Joyce_794897

Contents Part 1 – Project Synopsis 1.1 1.2 1.3

Vertical Strategy (Sze Kei Lai, Joyce) Structural Concept (Ho Lam Leung, Jason) Facade Concept (Nathaniel Foo)

Part 2 – General Arrangement Drawings A1.1: A1.2: A1.3: A2.1: A2.2: A2.3: A3.1: A3.2: A3.3:

Site Plan & Massing Concepts Architectural Plans & Lifting Strategy Feasibility Diagrams & 3D Modelling Overall Section & Typical Structure Sections Structural Plans Structural Diagrams & 3D Modelling Overall Elevations & Typical Facade Section Enlarged Façade Details, Plans And Elevations Façade Diagrams & 3D Modelling

Part 3 – Detailed Design Drawings A4.1 A4.2 A4.3 A4.4 A4.5 A4.6

Podium Façade: General Arrangement Podium Façade: Details Typical Office Façade: General Arrangement Typical Office Façade: Details Crown Façade: General Arrangement Crown Façade: Details

ABPL90118_Applied Architectural Technology_SM1_2021 Final Submission - Design Development Report

Content Page

Team Member Ho Lam Leung_Jason_794491 / Nathaniel Foo_804903 / Sze Kei Lai_Joyce_794897

Supervised by Mark Lam @ 16A Tutorial

PART 1 PROJECT SYNOPSIS

Vertical Strategy Sze Kei Lai, Joyce

Melbourne 215 is located at the corner of Spring Street and Lonsdale Street. As the site is strategically located at the fringe of the Hoddle Grid in the CBD, the site has access to public transportation via the Metro at Parliament station and Route 86, 96 trams. The overarching concept of the proposed tower is to provide an iconic yet distinct mixed- used tower within the heart of the Central Business District, attracting people to live, work and play within the space. The tower capitalises on its strategic location to engage with the external street context while also maximising on the Eastern and Northern views overlooking the natural landscape of the Parliament House and Carlton Gardens.

The tower width is optimised to comply within the setback requirements and pedestrian circulation along Lonsdale, Spring and Little Bourke Street. The architectural height and separation between the tower and adjacent tall buildings at north have been maximised to prevent overshadowing. By using the stacking strategy, programmes including retail, office and hotel zone are stacked up according to their view and circulation. The Ground Floor and Upper Ground Floor Podium houses the retail outlets, Offices which are divided into low rise and mid- rise floors occupy the following floors above the Podium. The sky lobby occupies the upper 2 levels with hotels above it. The penthouse Luxury suites would occupy the highest two levels with the crown housing the necessary services and equipment for the BMU. A two way lift lobby approach is implemented to facilitate improved circulation between play and work, catering to both office staff and hotel guest coming from different entrances. The double loaded lift lobby also enhances the efficiency and effectiveness in zoning control on different levels. The core is shaped to be as square as possible to maximise floor plate efficiency and leasing depth. Toilets and other amenities are organised beside the core as part of the consideration for MEP planning and sewage pipe arrangement which will be gathered in the same service shaft to the legal point of discharge of the building.

The back of house area is located on the western side of the core as it is the least valuable area of orientation. This includes two goods lift, the west fire staircase, a mechanical / store room.

01. Base Massing

02. Push Back

03. Street Frontage

04. Massing Division

05. Visual Presence

06. Crown

The base massing is deduce by the brief interpretation of the spatial requirement

Mass was divided to break down the scale of the building

Shift the siting position according to solar and radiation to reduce overshadowing

By twisting some faces of the building, it opens up better view for occupants

Considering circulation and street alignment, a tapered corner creates a pronounced entrance

The crown on top give identity to the building and highlights it as a landmark

In accordance to the wind rose study, research shows the northern and western view will be blocked by tall buildings at the height of 5m to 150m. As the building reaches the height of 200m, the views will not be blocked by the surrounding and has an uninterrupted view of the Melbourne CBD. The eastern view will only be block at the height of 5m to 50m while the southern view will be blocked at the height of 5m.

Based on such analysis, the tower is positioned to the far south of the site to minimise overshadowing on Lonsdale Street. The programme of building also resonates with the study as the hotel level starts at the height of 166m which is higher than 150m where the surrounding obstacles locates, this allows hotel guests to enjoy the best eastern view based on the view rose study.

ABPL90118_Applied Architectural Technology_SM1_2021 Final Submission - Design Development Report

Page 1.1

Team Member Ho Lam Leung_Jason_794491 / Nathaniel Foo_804903 / Sze Kei Lai_Joyce_794897

Supervised by Mark Lam @ 16A Tutorial

Structural Concept Ho Lam Leung, Jason

The overall structure of Melbourne 215 adopts the outrigger and belt truss system in response to overcome excessive dynamic lateral loads coming from the natural winds in Melbourne. Belts and outriggers are located on every mechanical floor where they are installed between the corners and edges of the core and between each mega columns around the tower’s floor plate. Mechanical floors are located between the change in programs to service the floors in accordance with each program’s mechanical and electrical requirements, allowing an efficient net lettable area to be achieved. The steel outriggers assist in the vertical load transfer from the upper levels down to the ground floor. As the tower’s floor plate slightly shifts as it goes up to the higher levels, the belt truss and outrigger systems aid this transfer to the lower levels.

The structural system varies slightly between the podium and tower.

The tower adopts an outrigger and belt and truss system with mega columns while the podium adopts a column and beam structure to facilitate better leasing layouts. The tower is supported with 14 concrete mega columns around the perimeter. The sizes of the mega columns gradually decrease as the tower floor plate rises in accordance with the smaller floor plate for the Mid – Rise Offices and Hotel. The Tower starts off with a 1500mm x 1500mm size mega column on the Podium to the Low – Rise Office Levels, decreasing to 1200mm x 1200mm at the Mid Rise Level and finally reducing to 750mm x 750mm at the Hotel level to give it a more elegant aesthetic. These Mega columns will be the main structural support supporting and transferring the vertical load from the higher levels to the ground.

Isometric Structural Diagram

Isometric Structural Section

Post tensioned reinforced concrete slab with edge thickeners are adopted as part of the floor plate structure across the podium and tower.

This is to enable the floor slab to span longer with a thinner slab across the tower. Bondek steel decking profile is chosen as the sacrificial formwork for the floor slab. Typical concrete beams are spaced as part of the connection from the core to the columns, preventing the floor plate to warp and bend. Similar to the column sizes, the sizes and depth of the concrete beams are reduced as the tower rises in accordance with the floor plate sizes on the respective programs.

Skylights are cut out in the podium area to allow natural northern sunlight to enter, provide natural light and heating into the podium area. Structural toughened glass are incorporated in these skylights to maintain the structural integrity of the openings. A double height ceiling on the Eastern and Southern entry on the podium provides a grandeur entrance into the tower. The high ceilings also enable ample sunlight to enter from the East providing natural lighting during the mornings where the peak times happen for office workers.

Due to the intense wind loads at the highest point, structural steel is implemented for the crown structure. This allows flexibility for the crown to oscillate with the wind load to maintain the structural integrity of the tower while also preventing cracks. Structural Diagonal Steel Rod bracings are located between the 500WC 400 Steel columns making up the crown structure. 250UB37 Universal beams form the structure mechanical platforms for the CDX GDMYL 500 F2 Type building maintenance system to operate.

Structural Plans ABPL90118_Applied Architectural Technology_SM1_2021 Final Submission - Design Development Report

Page 1.2

Team Member Ho Lam Leung_Jason_794491 / Nathaniel Foo_804903 / Sze Kei Lai_Joyce_794897

Supervised by Mark Lam @ 16A Tutorial

Facade Concept Nathaniel Foo

The design concept of the Melbourne 215’s building envelope is developed from the idea of creating a unique yet vivid vertical rhythm façade while also prioritising on the indoor comfort of the occupants using the building space. Several building façade design systems were incorporated to distinguish the respective programs initiated within the building.

The Eastern and South part of the podium utilises a structural glass façade system. A mullion fin system is used to give a sense of openness and welcoming atmosphere upon entry. The double ceiling height in this space and glass panels allows a direct connection to the adjacent streetscape while also allowing natural sunlight in for passive lighting and heating. Spider fittings are installed between these structural glass fins to hold the toughened glass panels. The seamless glass façade allows a grand and large open feeling for visitors when they enter the podium space.

The Northern and partial Eastern part of the podium adopts a similar yet distinguished structural glass façade system to highlight the retail program within the space. Structural glass supported structural fins are used on the ground level and partially on level 1 to allow direct connection to the surrounding streetscape while the aluminium vertical louvres provide shade to the interior and wall space for various retail branding which will renting the area.

A double skin façade system is used on the Northern and Western part of the tower to allow natural ventilation to take place within the office workspaces. Fresh air intake enters the external louvres from the bottom window, allowing warm air to rise up and out of the building from the top windows. The external skin provides horizontal shading from the Northern sun, filtering sunlight into the tower. This will allow the winter sun which rises at a lower angle to enter and passively heat the office workspace while providing shade to the summer sun to reduce heat. The intermediate cavity between the external and internal façade skin acts as an insulation against extreme heat and improve the thermal efficiency of the building to adapt to the Melbourne Climate. The intermediate cavity of the double skin façade also contains a metal grilled catwalk to allow workers to walk on to conduct cleaning and building maintenance. The horizontal aluminium louvres are accentuated on the Mechanical floor levels in the northern and western façade to allow better air intake for efficient air ventilation for the mechanical equipment.

FS1_Structural Glass Facade System @ Lobby

FS3_Metal Fins Curtain Wall System

FS2_Double Skin Curtain Wall System @ Office

FS3_Metal Fins Curtain Wall System @ Hotel FS2_Double Skin Curtain Wall System

On the Eastern part of the tower, Curtain wall and metal fin façade system is implemented to provide the necessary shading and thermal insulation. Vertical metal fins are installed onto the unitised curtain wall system to block out the summer sun in order to reduce artificial cooling while allowing winter sun to warm the internal space. This façade system is extended to the crown creating a unitised aesthetic across the tower proper.

The Southern part of the tower uses the similar unitised curtain wall façade system to tie with the over tower aesthetic proposed. As heat lost is significant on the south side of the façade, the unitised façade system is double glazed to prevent necessary heat lost from the interior.

Spandrel panels are installed at the slab edges as means to cover the imperfections during construction.

Solar PV panels are installed above the crown to generate electricity passively for lighting and for other electrical equipment within the building.

ABPL90118_Applied Architectural Technology_SM1_2021 Final Submission - Design Development Report

Page 1.3

Team Member Ho Lam Leung_Jason_794491 / Nathaniel Foo_804903 / Sze Kei Lai_Joyce_794897

Supervised by Mark Lam @ 16A Tutorial

PART 2 GENERAL ARRANGEMENT DRAWINGS

Melbourne 215

185-227 Spring St, Melbourne VIC 3000, Australia + 5m

+ 50m

Annual Radiation Analysis

+ 100m

+ 150m

Shadow Hour Analysis @ 21 June

+ 200m Street View The and

Overall Programme Zoning

tower width is maximised within the setback requirements and pedestrian circulation. The architectural height separation between the tower and tall buildings at north have been maximised to prevent overshadowing.

By using the stacking strategy, programmes including retail, office and hotel zone are stacked up according to their view and circulation.

Regarding the positioning of the tower, a two way lift lobby approach is used to facilitate circulation which caters office staff and hotel guest coming from different entrances. Also, the double loaded lift lobby can enhance the efficiency and aids in zoning control on different levels.

The core is shaped to be as squarish as possible to maximise the efficiency and leasing depth. Toilets are organised within the core is due to the consideration of the MEP planning and sewage pipe arrangement which will be gathered in the same service shaft.

Additionally, the back of house area including goods lift, one of the fire staircases and mechanical room are facing west side as it is the least valuable area of orientation.

Shadow Hour Analysis @ 21 December

View Rose Study

+ 250m

According to the view rose study, the northern and western view will be blocked by tall buildings at the height of 5m to 150m. As the building reaches the height of 200m, the views will not be blocked by the surrounding and has an uninterrupted view of the Melbourne CBD. The eastern view will only be block at the height of 5m to 50m while the southern view will be blocked at the height of 5m. Based on such analysis, the tower is placed far away from the north and pushes to the south to minimise overshadowing. The programme of building also resonates with the study as the hotel starts at the height of 166m which is higher than 150m where the surrounding obstacles locates, this allows hotel guests to enjoy the best eastern view based on the view rose study.

01. Base Massing

02. Push Back

03. Street Frontage

04. Massing Division

05. Visual Presence

06. Crown

Hunt Realty Investment Field Street development by KPF

Redevelopment of Cockle Bay Park by Henning Larsen

The base massing is deduce by the brief interpretation of the spatial requirement

Shift the siting position according to solar and radiation to reduce overshadowing

Considering circulation and street alignment, a tapered corner creates a pronounced entrance

Site Plan_1:1000 Project North

True North

Mass was divided to break down the scale of the building

By twisting some faces of the building, it opens up better view for occupants

The crown on top give identity to the building and highlights it as a landmark

Precedent

The reason of choosing these precedents is because its massing strategy is very similar to our approach. They have also divided the building’s zoning into retail, office and hotel and is reflected in its massing by stacking upwards and pushing in and out. The similar methodology helps to differentiate the difference uses of the building simply by observing from the massing.

Ground Floor Plan_1:400

ABPL90118_Applied Architectural Technology_SM1_2021 Site Plan & Massing Concepts

Page A1.1

Scale Varies

Team Member Ho Lam Leung_Jason_794491 / Nathaniel Foo_804903 / Sze Kei Lai_Joyce_794897

Supervised by Mark Lam @ 16A Tutorial

52/F & 53/F Penthouse GFA 1510sqm NLA 1280sqm Efficiency 85% Core Area 230sqm

38/F to 51/F Hotel Room GFA 1510sqm NLA 1280sqm Efficiency 85% Core Area 230sqm

36/F & 37/F Sky Lobby & Hotel Amenities GFA 1510sqm NLA 1280sqm Efficiency 85% Core Area 230sqm 20/F to 34/F Mid-rise Office GFA 1720sqm NLA 1400sqm Efficiency 81% Core Area 320sqm

6/F to 18/F Low-rise Office GFA 1780sqm NLA 1400sqm Efficiency 80% Core Area 380sqm

4/F & 5/F Co-working Office GFA 1780sqm

Vertical Lifting Strategy

Programme No. of Level F-F Height(M) GFA(sqm) NLA(sqm) 36/F - 53/F Hotel 18 3.6 27180 23040 4/F - 34/F Office 30 4.2 52500 42000 1/F - 3/F 3 5.4 2700 1500 Retail & Lobby B1 - B3 Carparking 3 3.6 NIL NIL

NLA 1400sqm Efficiency 80% Core Area 380sqm

Height Limit Architectural Height Structural Height Podium Height

Typical Floor Plans ABPL90118_Applied Architectural Technology_SM1_2021 Architectural Plans & Lifting Strategy

Typical East West Section

250.0m 249.0m 239.4m 16.2m

Efficiency(%) 85% 80% 55% NIL

Brief Proposal Variance Total GFA 82755sqm 82380sqm -375sqm (0.4%) Total NLA 54-60K 65040sqm +5040sqm Efficiency 75% 82% NIL FAR 15:1 14.95:1 0.95:1

Planning Parameters Page A1.2

Scale 1:500

Team Member Ho Lam Leung_Jason_794491 / Nathaniel Foo_804903 / Sze Kei Lai_Joyce_794897

Supervised by Mark Lam @ 16A Tutorial

Overall Model_Axonometric

Overall Model_Elevation

Overall Core_Axonometric

Overall Core_Elevation

Overall Slabs_Axonometric

Overall Lifts_Axonometric

Overall Stairs_Axonometric

Overall Toilets_Axonometric

ABPL90118_Applied Architectural Technology_SM1_2021 Feasibility Diagrams & 3D Modelling

Page A1.3

Scale NTS

Team Member Ho Lam Leung_Jason_794491 / Nathaniel Foo_804903 / Sze Kei Lai_Joyce_794897

Supervised by Mark Lam @ 16A Tutorial

A

B

C

Typical Office Section_1:50 B

Typical Hotel Section_1:50 Code

Level

Depth

Width

BB1

1-3 5-19

600

1800

BB2

1-3 5-19

400

1200

21-35

450

1800

-

BB4

21-35, 37- 53

300

1200

-

BB5

37- 53

300

1800

-

BB6

1-3

420

600

-

300

600

-

420

600

-

720

900

-

600

900

-

750

750

-

1-19

1500

1500

-

20-35

1200

1200 -

130 -

BB3

CB1

Description

Post-tension Concrete Band Beam

Post-tension Concrete Connecting Beam

EB1 EB3

Post-tension Concrete Edge Beam

EB4 C1 C2

Reinforced Concrete Column

C3

1-3 5-19 21-35 37- 53 1-3, 37-53 1-3 5-19 21-35 1-19, 36-53

CR1

Reinforced Concrete Core Shear Wall

1 - 53

SL1 SG1

Post-tension Reinforced Concrete Slab 2000D Steel Truss Joist Girder

1-53 2

400 200 2000

Thickness -

Tower and Podium Structural Element Schedule

Overall Section_1:500

ABPL90118_Applied Architectural Technology_SM1_2021 Overall Section & Typical Structure Sections

Page A2.1

Scale Varies

Code

Description

-

230 PFC Steel Beam for Toe Board 500WC 440 Steel Universal Column 380 PFC Steel Beam 250 UB 37 Steel Universal Beam for Mechanical Access Platform

Crown Structural Element Schedule

Team Member Ho Lam Leung_Jason_794491 / Nathaniel Foo_804903 / Sze Kei Lai_Joyce_794897

Supervised by Mark Lam @ 16A Tutorial

Isometric Crown Structure

Isometric Hotel Floor Structure

Typical Structure Framing Plan_Hotel Room Floorplate_1:200

Isometric Mid-rise Office Floor Structure

Isometric Low-rise Office Floor Structure

Isometric Mechanical Floor Structure

Typical Structure Framing Plan_Low-rise Office Floorplate_1:200

Typical Structure Framing Plan_Podium Floorplate_1:200 ABPL90118_Applied Architectural Technology_SM1_2021 Structural Plans

Page A2.2

Isometric Podium Structure

Scale Varies

Overall Tower Structure

Team Member Ho Lam Leung_Jason_794491 / Nathaniel Foo_804903 / Sze Kei Lai_Joyce_794897

Supervised by Mark Lam @ 16A Tutorial

Overall Model_ Axo_ Core + Slab + Columns + Beams +Truss

Overall Model_Elevation_ Core + Slab + Columns + Beams +Truss

Overall Core

Core + Slab

Core + Slab + Columns

Overall Core

Core + Slab

Core + Slab + Columns

ABPL90118_Applied Architectural Technology_SM1_2021 Structural Diagrams & 3D Modelling

Page A2.3

Scale NTS

Team Member Ho Lam Leung_Jason_794491 / Nathaniel Foo_804903 / Sze Kei Lai_Joyce_794897

Supervised by Mark Lam @ 16A Tutorial

Blue Glass

Blue Glass

Dark Blue Glass

Dark Blue Glass

Grey Glass Neutral Glass Neutral Glass Overall East Elevation_1:500

Neutral Glass

Overall North Elevation_1:500

Tower Facade Unitised Curtain Wall System, Capral CW175 System Code Component

Typical Office Section_1:50

ABPL90118_Applied Architectural Technology_SM1_2021 Overall Elevations & Typical Facade Section

Page A3.1

Scale Varies

Specification

FS1

G/F - 3/F_Lobby & Sky Lobby_Structural Glass Facade System

G1

Vision Panel

Fritted Tempered 10+12+10mm Double Glazing With Spider Fitting System

G2

Glass Fins

Pilkington 10+6+6mm Planar Laminated Glass Units (IGU)

FS2

4/F - 34/F_Office North & West Elevation_Double Skin Curtain Wall System

G3

Operable Window & Internal Vision Panel

Viridian PerformaTech 10+12+6mm Double Glazing with Low-E Coating

G4

External Vision Panel

Pilkington Clear 10mm Single Glazing with Low-E Coating

G5

Glass Louvre

Breezway 6mm Thick Louvre System With The Stronghold System

G6

Spandrel Glazing

Dual Seal 10mm Toughened Spandrel Glass

A1

Shadow Box Panel & Back 5mm Thick Dark Grey PVDF Coated Aluminium Panel Panel

A2

Mullion

AMS 50mm Light Grey Face Width Aluminium Mullion

A3

Aluminium Frame

ATL75 Dark Grey Aluminium Frame Coated With Qualanod Grade Anodizing

FS3

4/F - 53/F_Office & Hotel East Elevation_Metal Fins Curtain Wall System

G3

Vision Panel

Viridian PerformaTech 10+12+6mm Double Glazing with Low-E Coating

G6

Spandrel Glazing

Dual Seal 10mm Toughened Spandrel Glass

G7

Vision Panel

Viridian PerformaTech 10+12+6mm Grey Double Glazing with Low-E Coating

A1

Shadow Box Panel & Back 5mm Thick Dark Grey PVDF Coated Aluminium Panel Panel

A2

Mullion

AMS 50mm Light Grey Face Width Aluminium Mullion

A4

Metal Fins

10mm Thick Light Grey PVDF Coated Aluminium Panel

Facade System Overview

Team Member Ho Lam Leung_Jason_794491 / Nathaniel Foo_804903 / Sze Kei Lai_Joyce_794897

Supervised by Mark Lam @ 16A Tutorial

FS1_Structural Glass Facade System @ Lobby Mullion Fin System is used to give a sense of openness and welcoming atmosphere to customers coming into the building, this allows a better visual connection between the interior and exterior so people will see what kind of shops are inside. The seamless facade will also create a grand feeling for the retail space.

Partial Enlarged Elevation_1:50

Isometric

Partial Enlarged Plan_1:50

FS2_Double Skin Curtain Wall System @ Office Double Skin Facade is used to allow natural ventilation to take place in the workspace, fresh air comes through the external louvres from the bottom window and the heated air will rise and move out from the top window.

The intermediate cavity acts as insulation against extreme temperature and improve the thermal efficiency of the building for both high and low temperature. Floor levels can be mechanically conditioned providing additional cool or warm air as required.

Sunlight can be captured as solar energy on spandrel panels within the facade of the building.

Partial Enlarged Elevation_1:50

Isometric

FS3_Metal Fins Curtain Wall System @ Hotel The metal fins system is designed to be used in hotel acts a vertical shading which can block out the summer sun to reduce artificial cooling while allowing winter sun to warm the internal space.

Partial Enlarged Plan_1:50

Partial Enlarged Elevation_1:50

Isometric

Partial Enlarged Plan_1:50 ABPL90118_Applied Architectural Technology_SM1_2021 Enlarged Façade Details, Plans And Elevations

Page A3.2

Scale Varies

Team Member Ho Lam Leung_Jason_794491 / Nathaniel Foo_804903 / Sze Kei Lai_Joyce_794897

Supervised by Mark Lam @ 16A Tutorial

FS1_Structural Glass Facade System @ Lobby

FS3_Metal Fins Curtain Wall System FS2_Double Skin Curtain Wall System @ Office

FS3_Metal Fins Curtain Wall System @ Hotel FS2_Double Skin Curtain Wall System

FS1_Structural Glass Facade System

Isometric Facade System Overview

ABPL90118_Applied Architectural Technology_SM1_2021 Façade Diagrams & 3D Modelling

Page A3.3

Scale Varies

Team Member Ho Lam Leung_Jason_794491 / Nathaniel Foo_804903 / Sze Kei Lai_Joyce_794897

Supervised by Mark Lam @ 16A Tutorial

PART 3 DETAILED DESIGN DRAWINGS

ABPL90118_Applied Architectural Technology_SM1_2021 Podium Façade: General Arrangement

Page A4.1

Scale Varies

Team Member Nathaniel Foo_804903

Supervised by Mark Lam @ 16A Tutorial

Floor Finishes

F01 Ground Floor Podium

F02 Ground Floor Podium

F03 1st & 2nd Floor Podium

SILVER SHADOW LIMESTONE PAVERS | HONED FINISH

BLUESTONE PAVERS | HONED FINISH 600 X 300mm x 40mm

GRIGIO CHIARO TERAZZO | HONED FINISH

R12 Slip Resistance (Oil - Wet Inclining Platform Test) to match existing sidewalk

Supplier: Cerdomus

600 X 600mm x 20mm R9 Slip Resistance

600 X 600mm x 20mm

Supplier: Cerdomus

Glazing Schedule

Products

G01 Ground Floor Podium

G02 Ground Floor Podium

K01 Ground Floor Podium Ceiling

VIRIDIAN SOLTECH | NEUTRAL

VIRIDIAN VLAM | Clear

1 X 10mm Single Glazing

1 X 10.38mm Single Glazing

KNOTWOOD ALUMINIUM CEILING | JAPANESE CYPRUS WOODGRAIN

Toughened, Laminated Safety Glass

Toughened Glass

Supplier: Viridian

Supplier: Viridian

U - Value: 3.7, SHGC: 0.54, VLT:3 0

U - Value: 3.7, SHGC: 0.54, VLT:3 0

150 Cladding Board (KEC150-6050) Supplier: Knotwood

Finishes Schedule

FI01 Ground Floor Podium

FI02 Ground Floor Podium - Edge Trim

FI03 1st & 2nd Floor Podium - Metal Fins A4

ANNODISED ALUMINIUM | PLATINUM

ANNODISED ALUMINIUM | GUN BARREL

Code: E87CM

Code: E25TL

ANNODISED ALUMINIUM | MEDALLION BRONZE

Finish: Matt, Low Sheen

Finish: Illustro, Low Sheen

Supplier: AAF

Supplier: AAF

Code: E44TL Finish: Illustro, Low Sheen Supplier: AAF

Podium Detail Axonometric Render Metal Fins Veridian Thermotech Point Fixed IGU Double Glazed Structural Glass With FSG Double Glazed Spider Fittings 10 Soltech (2) / 12 Argon / 10 Clear Glass Structural Glass Fins Steel Canopy With Structural Glazing Annodised Aluminium Portal Frame Assa Abloy RD300 4W Compact Glass Revolving Door Spandrel Panel

Automatic Glass Double Door

ABPL90118_Applied Architectural Technology_SM1_2021 Podium Façade: Details

Page A4.2

Scale Varies

Team Member Nathaniel Foo_804903

Supervised by Mark Lam @ 16A Tutorial

Code

Component

Colour

Specification

G1

Operable Window & Neutral Internal Vision Panel

Pilkington Suncool™ 50/25 10+12+6mm Double Glazing with Low-E Coating

G2

External Vision Panel

Neutral

Pilkington Suncool™ 50/25 Clear 10mm Single Glazing with Low-E Coating

G3

Spandrel Glazing

Neutral

Pilkington 10mm Toughened Spandrel Glass

G4

Photovoltaic Solar Shading Louvre

Dulux Silver Reign

Colt Shadovoltaic LS-1 Centre Pivoted Photovoltaic Solar Shading Louvre

A1

Shadow Box Panel & Back Panel

Dulux Silver Reign

5mm Thick Grey PVDF Coated Aluminium Panel

A2

Aluminium Mullion & Dulux Silver Transom Reign

AMS 50mm Face Width Aluminium Mullion & Transom

A3

Aluminium Frame

Dulux Silver Reign

ATL75 Aluminium Frame Coated With Qualanod Grade Anodizing

A4

Mechanical Louvre

Dulux Vulnerable Silver

Airolite 2mm Aluminium

A5

Aluminium Walkway

Dulux Vulnerable Silver

AliDeck Non-combustible Aluminium Grillage Walkway

A6

Aluminium Louvre

Dulux Silver Reign

LouvreClad Meridian Series Powder Coated Finish Fixed Louvres

Material Schedule

ABPL90118_Applied Architectural Technology_SM1_2021 Typical Office Façade: General Arrangement

Page A4.3

A1, A2, A3, A6: ATL75 Aluminium Frame Colour: Dulux Silver Reign

A4 & A5: Airolite 2mm Aluminium Colour: Dulux Vulnerable Silver

G1 & G2: Pilkington Suncool™ 50/25 G-value: 0.28 Colour/tint: Neutral

G3: Pilkington 10mm Toughened Spandrel Glass Colour/tint: Neutral

Scale 1:50

Team Member Sze Kei Lai_Joyce_794897

G4: Colt Shadovoltaic LS-1 Centre Pivoted Photovoltaic Solar Shading Louvre

Supervised by Mark Lam @ 16A Tutorial

ABPL90118_Applied Architectural Technology_SM1_2021 Typical Office Façade: Details

Page A4.4

Scale 1:10

Team Member Sze Kei Lai_Joyce_794897

Supervised by Mark Lam @ 16A Tutorial

ZinCo Green Roof Systems

ABPL90118_Applied Architectural Technology_SM1_2021 Crown Façade: General Arrangement

Page A4.5

Scale 1:50

Team Member Ho Lam Leung_Jason_794491

Supervised by Mark Lam @ 16A Tutorial

Code

Component

Colour

Specification

G1

Vision Panel

Neutral

Pilkington Suncool™ 50/25 10+12+6mm Double Glazing with Low-E Coating

G2

Vision Panel

Neutral

Pilkington Suncool™ 50/25 10mm Single Glazing with Low-E Coating

G3

Spandrel Glazing

Neutral

Pilkington 10mm Toughened Spandrel Glass

A1

Shadow Box Panel & Back Panel

Dulux Silver Reign

5mm Thick Grey PVDF Coated Aluminium Panel

A2

Aluminium Mullion & Transom

Dulux Silver Reign

AMS 50mm Face Width PVDF Coated Aluminium Mullion & Transom

A3

Aluminium Fins

Dulux Silver Reign

10mm Thick PVDF Coated Aluminium Panel

Material Schedule

ABPL90118_Applied Architectural Technology_SM1_2021 Crown Façade: Details

Page A4.6

Scale 1:10

Team Member Ho Lam Leung_Jason_794491

Supervised by Mark Lam @ 16A Tutorial