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