ARCHITECTURAL PORTFOLIO
George Robert Henry Avraam
Contents. 1 Introduction
04-05
Professional Work. 1 Cremorne Office Building
06-11
2 Mall Feasibility Study 12-17 3 Victor Harbour Road
18-29
4 Ballarat South Side Station a
30-35
Academic Work. 5 The Shape of Wine - Ruled Expansion.
36-57
6 Nawi Place
58-79
7 Zyzz Tower
80-97
8 Bower Studio - Community Development (Design & Construct)
98-105
George Avraam
Architectural Design Portfolio
2021
1
1 11 Introduction There is no other field like architecture and urban design where you can have such a profound impact on communities, the environment and the world around you. This is why I chose this field to have a positive effect on the way in which people live. I have experience working as a Junior Architectural Designer and an Urban Designer whilst studying the Masters of Architecture at the University of Melbourne. This has exposed me to a number of different design projects ranging from master planning and concept design to the more technical detailed design. As an Urban Designer I have worked on both private residential and public projects within Melbourne, Brisbane and Sydney. These includes master planning of residential estates, community infrastructure and buildings such hospitals, public pools and council buildings as well as contributing to a number of different Urban Design Frameworks (UDFs).
George Robert Henry Avraam
I am confident in using a wide array of software packages 3D modelling and visualisation software. This includes urban analytics and computational design workflows.
PhotoShop Illustrator InDesign
QGIS ArcGIS
George Avraam
Drafting Visualisation
Rhino 6 SketchUp Revit Grasshopper
Other
Urban Analytics
Art & Illustration
3D Modelling
Junior Architectural Designer
Architectural Design Portfolio
AutoCAD Microstation
I love sport and playing soccer and designing 3D printed pots for my forever growing indoor plant collection.
VRAY Lumion
3D Printing Metashape Photography
2021
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Contact
Email: georgeavraamjunior@gmail.com Mobile: 0403066329 Linkedin: www.linkedin.com/in/GeorgeRobertHenryAvraam
Key Strengths
· I have a passion for Architectural and Urban Design using the latest technology and to learn from industry professionals · Well versed in a diverse range of computer software packages used to create 3D models and drafting (Rhinoceros 6, SketchUp, AutoCAD & MicroStation) · Complemented by experience using 3D rendering software’s such as V-Ray and Lumion. · Accomplished in the entire Adobe Suite CC, including Photoshop, Illustrator and InDesign · Competent in Revit 2021 for Building Information Modelling (BIM) · Proficient in using QGIS for Urban Analytics and Urban Spatial Mapping · Proficient skills in parametric modelling tools such as Grasshopper, Kangaroo 3D and Karamba Structural Simulations
Experience
· Junior Architectural Designer at Caydon Property, Abbotsford (August 2021- Present) · Student Urban Designer at Tract Consultants, Southbank (Sept 2018 - August 2021) · Care taking and Maintenance Worker for Barclay Conti Management Pty Ltd - Owners Corporation at two residential complexes in Brunswick and Flemington (2015 - 2019)
Key Achievements
· Regalia Group Award Third Prize - This award is given to a student who has excelled in the penultimate year in the Master of Architecture course. · Deans Honours Award Recipient Masters of Architecture 2021 at The University of Melbourne (Top 3%) · Deans Honours Award Recipient Bachelor of Environments - for Year 1 (2016), Year 2 (2018) & Year 3 (2019) at The University of Melbourne (Top 3% of Bachelor of Environments Students) · President of Design & Environments Student Society (DESS), The University of Melbourne (Sept 2017 - Sept 2018) · Undergraduate Studies Committee Member for the Melbourne School of Design (MSD) (Jan 2018 - Sept 2019) · Student Forum Member with Professor Alan Pert for the Melbourne School of Design (MSD) (Jan 2018 - Jan 2019)
University Studies
· Masters of Architecture, University of Melbourne (June 2019 - Present) · Bachelor of Environments at the University of Melbourne with a Double Major in Architecture and Urban Design and Planning (First Class Honours)
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2 Cremorne Office Building Team: CAYDON Architecture & Design Team Year: 2021 Location: Cremorne, Melbourne Working within the wider architectural and design team, my responsibilities for an Office building within Cremorne was to work on the facade system. This was working with the director from concept to town planning documentation to produce elevations which formed a part of town planning submission. This included determining vision and spandrel panel areas as well as the arrangement of concrete fins to the exterior of the building.
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Architectural Design Portfolio
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Note: These renders were produced externally but were post processed by myself. They give an indication of the scale and building form and scheme overall.
3 Mall Feasibility Study Team: CAYDON Architecture & Design Team Year: 2021 Location: Melbourne Working within a small team to produce feasibility study for a site in Melbournes north. My responsibility was to produce massing studies which test different design options as well as produce visualisations of the streetscape and building form.
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NORTH EAST 3D VIEW
NORTH WEST 3D VIEW
SOUTH WEST 3D VIEW
SOUTH EAST 3D VIEW
BELL STREET MALL I MELBOURNEArchitectural I VICTORIA George Avraam Design Portfolio
2021
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03/09/21
4 Victor Harbour Road Team: Tract - Urban Design & Landscape Architecture Team Year: 2020 Location: Victor Harbour Road, Adelaide My key responsibilities for this project were to produce both concept design and design development for the sound walls and bridge underpass which would be situated next to and beneath Victor Harbour Road. The sound walls were aimed to be a series of 3 patterns which could be repeated indefinitely, providing variations whilst being efficient to be produced by concrete manufactures. The concept was based off engagement with traditional owners representing the feathers of the native yellow tail cockatoo. The underpass I designed is to transition under the road and connect the proposed pedestrian trails. This including the art design on the interior and external of the walkway and concrete patterning within the bridge frontage which representing the idea of moving from ‘coast to vines’, from sea to bush. These two elements were part of a larger scheme of bridges, underpasses and lookouts throughout the walking trail which the rest of the Urban Design and Landscape Architecture Team worked on.
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Victor Habour Road - Noise & Sound Wall Elevations
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Concept
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Underpass Design
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Architectural Design Portfolio
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Architectural Design Portfolio
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Architectural Design Portfolio
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5 Ballarat South Side Station Team: Tract - Urban Design & Landscape Architecture Team Year: 2020 Location: Ballarat, Victoria
Situated within the Ballarat, this design was aimed to redevelop the station forecourt and surrounding properties for future growth. It aimed at providing a sensitivity to the current heritage context whilst allowing needed growth within a central area of Ballarat. My responsibilities within the team was to produce all the 3D modelling and visualisations for the landscape and building developments. Working with Landscape architects and the urban design team to test different massing options and landscape outcomes. These documents produced formed discussions with Herritage Victoria and council.
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Indicative 3D Concept Plan - Whole of Precinct
Enhanced and expanded forecourt space
Potential pedestrian access (location subject to further investigations)
Relocated VLine Staff Parking (subject to future planning, design and approval processes)
Taxi / passenger drop off
New shelter for drop off/ waiting
Possible steam rail attraction / museum
Mixed Use (front vehicle access) i.e. student, social accommodation or similar
Ebden Street Parking
Signal Box A Relocated Regional Bus Stops (outcomes may change subject to ongoing work)
Grassed area / play
MULTI-DECK COMMUTER PARKING
VLINE STAFF PARKING
GOODS SHED
REGIONAL & LOCAL BUS INTERCHANGE (SUBJECT TO ONGOING WORK)
STATION BUILDING
PLAZA
EMBANKMENT
IN E CC EA SS
WATER TANK BASE
I MA
T RS
ET RE Feature stairs and modified embankment
Entry feature
Potential ramp access
Grassed area / lawn
Possible extension of Lydiard St buildings (private led development opportunities).
Improved stair access IA
RD
ST
RE ET
Informal pedestrian crossing point NO
RT
Mixed Use (rear vehicle access)
H
C A MP S Existing buildings
IR
T EE
DA VI
RY NDA BOU N A ARY PL U ND TER O S B A T M EN NDM A ME
ENGINE SHED
LY D
MA
R ST
VL
PLAZA
PUBLIC SPACE
Enhanced underpass entry
Mixed Use i.e. residential, commercial or retail
Elevated terrace
TREET
Enhanced Yarrowee River
GR
EN V
IL L
ES
TR
EE T
ES
ST
Indicative 3D Concept Plan - Station Forecourt and Lydiard Street
VLINE STAFF PARKING
Potential pedestrian access (subject to further investigations)
GOODS SHED
Possible steam rail attraction / museum
REGIONAL & LOCAL BUS INTERCHANGE (SUBJECT TO ONGOING WORK)
ARY U ND O B PL A N ARY TER U ND O B M AS ENT NDM A ME
Taxi / passenger drop off PLAZA
Enhanced and expanded forecourt space
Relocated and restored historic semaphore signals (x2)
Mixed Use (front vehicle access) i.e. student, social accommodation or community use
Mixed Use i.e. residential, commercial or retail
EM
BA
N
KM
T EN
Grassed area / play
Elevated terrace
STATION BUILDING PLAZA
VL
ENGINE SHED
IN E CC EA
Enhanced Yarrowee River
SS
New shelter for drop off/ waiting WATER TANK BASE
VLine access
Entry feature Feature stairs and modified embankment
Possible extension of Lydiard St buildings (private led development opportunities).
Informal pedestrian crossing point
LY D
Informal pedestrian crossing point PUBLIC SPACE
IA
RD
ST
RE ET
NO
RT
MA H
IR
R ST
T EE Improved stair access
Potential ramp access
Existing buildings Mixed Use (rear vehicle access)
C A MP S
TREET
Indicative 3D Concept Plan - Station Forecourt and Coffee Palace Lane
Taxi / passenger drop off
Entry feature
Enhanced and expanded forecourt space
Potential pedestrian access (subject to further investigations)
PLAZA PLAZA
GOODS SHED
Possible extension of Lydiard St buildings (private led development opportunities).
PUBLIC SPACE D LY
I
D AR
ST
ET RE
NO
VLINE STAFF PARKING (SUBJECT TO FUTURE PLANNING, DESIGN AND APPROVAL PROCESSES)
Relocated Regional Bus Stops (outcomes may change subject to ongoing work)
H RT
REGIONAL & LOCAL BUS INTERCHANGE (SUBJECT TO ONGOING WORK)
STATION BUILDING Existing buildings
Existing tree retained in embankment
MA S TE AM RP EN LA DM NB EN OU TB OU NDA RY ND AR Y
ENGINE SHED
Possible steam rail attraction / museum
WATER TANK BASE
Mixed Use (rear vehicle access)
PUBLIC SPACE
M AI
R ST
REE
T
Potential elevated terrace across Coffee Palace Lane
VL Improved stair access
Potential ramp access
Feature stairs and modified embankment
IN
E CC EA
Mixed Use (front vehicle access) i.e.. student accommodation or similar
SS
VLine access
Figure 1. Elevation - Mair Street looking north
Station building tower
Potential development (Mair Street)
Engine Shed
Proposed access stairs
Yarrowee River corridor
Proposed formal stairs
Railway Corridor
Station building portico
INDICATIVE ENGINE SHED LEVEL
STOREY 5 INDICATIVE EMBANKMENT LEVEL
STOREY 4 STOREY 3 STOREY 2 STOREY 1
Modified embankment
Coffee Palace Lane with upper terrace
Figure 2. View 1 - Mair Street
Figure 3. View 2 - Grenville Street / Mair Street
Station Building tower
Potential development (Mair Street)
Modified embankment
Proposed access stairs
Coffee Palace Lane with upper terrace
Potential development (Mair Street)
Potential development (Mair Street)
Engine Shed
Proposed formal stairs
Seating node
MAIR STREET
MAIR STREET
Yarrowee River corridor
6 The Shape of Wine - Ruled Expansion. Team: George Avraam & Guangen Jin Year: 2020 Subject: Masters of Architecture Studio D Studio Leader: Alberto Pugnale & Alessandro Liuti Location: Yarra Valley, Victoria
Situated between Healsville and Yarra Glen within the Yarra Ranges, Ruled Expansion is the design of a vineyard, winery and accommodation which takes control of its site prominently providing views to its surroundings natural features. Its ruled surface creates a free form structure which is expansive across the landscape, providing openings and connections to the vineyard, the famous View Hill House and the Yarra Ranges. This project explored heavily a computational design workflows from concept to fabrication which enabled exploration of free-form structures, optimisation techniques to reduces materials usage and improve structural performance.
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Figure 4. Denton’s Winery Exterior View
Context Yarra Valley
Narrative of the Surroundings
Topography of the landscape viewed from site of the surrounding regions Figure 5. Winery Locations
Design Concept
Site Plan
G L A M P I N G
W I N E R Y
R O A D
R O A D
T A R R A W A R R A
O L D
L E E S V I L H E A L
V I E W H I L L H O U S E
0
50
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Siting Principles
Vantage Points
Access & Movement
Landscape Features
Views & Vistas
A
C
B
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C
B
1F
1:250 (A3) 0
2.5
5
10
GF
1:250 (A3) 0
2.5
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Section BB
Figure 3. Figure Caption
Section CC
Figure 4. Figure Caption
Computational Design Work Flow
Gestural free form curves inspired by the topography of the surrounding landscape
Rationalising construction process, using prefabricate mero joints and cast in place concrete panels
Creating a ruled surface between curves to formulate enclosure and openings
Form optimisation to explore forms based on structural displacement
Structural optimisation of steel members minimising mass, cost and material usage
With Applied Loading: Wind Loading Northerly Direction 2.5kN/m2 Live Loads - 1.4kN/m2 Dead Loads (Concrete Cladding System) 120.9m3 of Concrete 232,138 kg 2274 kN
Form Optimisation Outcomes
Structural Optimisation Outcomes - Minimising Material
Form optimisation was to explore different forms which were based off our gestural sketches during the design process. It was to translate points and solve for the displacement of the building, therefore creating some unique forms which were still structurally viable (and some that were not)
The optimisation process was based on exploring different spacing between vertical and horizontal elements within the design. Its solved based on the displacement of the structure and mass of materials to see what division of structure could be realised.
2
Figure 6. First floor interior experience with views across the vineyards
Figure 8. 7. Ground Exterior view floor highlighting cellar door looks the ruled across surface barrel form storage and dynamic undulating concrete surface
Figure 9. Views across the landscape from viewing platform
Reflection
Figure 10. Front view of relationship with the vineyard and surroundings
Figure view emphasising the ruling of the form Figure 11. Exterior 5. Figure Caption
Figure 6. Figure Caption
7 Nawi Place Team: George Avraam Year: 2020 Subject: Masters of Architecture Studio C Studio Leader: Kate McMahon & Robert McMahon Location: South Yarra, Melbourne
Studio Here & Now (& When) explored topics such as critiquing domesticity through the creation of a radical dwelling and a connection to place, and indigenous design engagement. Firstly for a radical dynamic of living within the 21st century through creating a two family dwelling with a live-work arrangement providing shared resources and new connections between two unique clients. Secondly there was strong focus on indigenous engagement with traditional elders where the design forms a connection to the indigenous history of place, cultural and spiritual identity of the pre-colonial landscape. There was also emphasis on the importance of a connection to the natural place where we revisited Christian Norberg-Schulz, ‘Genius Loci - Towards A Phenomenology of Architecture’ (1979). This text focuses on dwelling with a connection to nature, the culture of the locality, and the relationship between inside and outside in the making of a “place”. Nawi Place explores a radical architecture which through a repetition of typologies evoke a connection to the ideas of place and indigenous cultures. The design critiques domesticity through the functions of the two families and blurring the boundaries of public-private relationships. It also embodies environmentally sustainable principles focusing on water storing, treatment and filtration and structural technologies such as Glulam which is carbon-net positive. George Avraam
Architectural Design Portfolio
2021
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Mel bo urn e
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Architectural Design Portfolio
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Port Phi llip
Wat er
So uth
ay
rra Ya
B
flow
Y A R R A
R I V E R
S I T E
C O M O P A R K
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1km
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Pre-colonial Vision of Place on Site
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Site Location
A
L
E
X
A
N D R A
A V E 3 . 5 K M
T O
Indigenous flora C B D
Redgum forests Pedestrian access Green link Pedestrian path
Y A R R A
Shared path
R I V E R
Bus stop
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Vernacular Typologies of Place
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A Radical Living Dynamic
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A
Plans
B
B
A
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1:150 (A3)
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10
15
1:150 (A3)
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10
15
Section A-A
1:100 (A3)
0 2
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Structural Section B-B · Per 1m2 of hardwood 627Kg of CO2 is sequestered totalling to 240,648 Kg within this project · Renewable & locally sourced Australian timber forests grow 20m3 per minute minimising environmental impacts
Hyne Timber Spotted Gum Structural Timber 2,951 kg of CO² sequestered from Atmosphere
Louvre system External operable shading Triple glazing - Low E - Argon Fill 1:100 (A5) 0mm
400mm
1000mm
2000mm
Hyne Timber Victorian Ash Structural Timber 11,298 kg of CO² sequestered from Atmosphere
Disability Access Universal accessible chair lift
Alex Fraser Group Recycled structural Concrete Wet swale / Rain garden water treatment system
Water Collection, Use and Filtration
Collection
333m²
Store & Use
Hold, Filter & Release 2500L
95m²
· Roof form provides 333m2 capture area compared to Melbourne average of 150m2
· 10,000L total storage ensures that for 94% days mains water isn’t used
· 28,000L stored, filtered and released as clean unpolluted water
· ~159,000L captured per year given Melbourne average rainfall of 531mm
· Only 27% of households have water tanks with Melbourne using more water than rainfall is providing
· Creation of biodiversity and habitats for birds & aquatic life
Kurung Buwitch (Wergaia, Vic) Pale Rush Juncus pallidus
Belillah (Murray River, Vic) Tall Sedge Carex paniculata
Bowat (Wurundjeri, Vic) Tussock Grass Poa labillardieri
Barlan (Ganai, SE Vic) Swamp Paper Bark Melaleuca ericifolia
Be-al (Wurundjeri) River Red Gums
Easip (Wurundjeri) Yellow Stringybark Gum
Wurun (Wurundjeri) Manna Gum Juncus amabilis
Figure 3. Figure Caption
Figure 4. Figure Caption
8 Zyzz Tower Team: George Avraam, Jessica Broad & Dion Tsonidis Year: 2020 Subject: Applied Architectural Technology Studio Leader: Mark Lam Location: Melbourne CBD
Located on the corner of Lonsdale and Spencer Street, ‘Zyzz Tower’ seeks to revitalise the corner of ‘The Old Age Site’. Located within the Central Business District adjacent to the Docklands, the proposal is a definitive addition to the Melbourne skyline. Standing at 270m (inclusive of crown) the ‘Zyzz Tower’ features 25 floors of premium leasable commercial space and 15 hotel floors, inclusive of hotel amenities and a bespoke sky lobby that capture views of the city, Docklands and Port Phillip Bay. The architectural language and spatial configuration has been considered so as to activate the prominent street frontages at ground level and allow panoramic city views at each level of the tower. The Zyzz Tower negotiates Melbourne’s rich historic character and contemporary urban identity. Applied architectural technology explored the different elements of the design process starting from concept design and feasibility studies and moving to structural design, facade design and detailed design at 1:5 scale.
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2021
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OVERALL TOWER SECTION
OVERALL TOWER SECTION LOCATION PLAN
2
6 L A
E O B T R
S T
L E D A N S L O
K E U R B O
1
S T
S I N L L C O
E N S P
5
S T
1
Marvel Stadium
2
Flagstaff Gardens
3
South Wharf
4
NGV Gallery
5
Southern Cross Station
6
Melbourne Star
S T
R C E
R I V E R
S T
Y A R R A
4
SKY RISE
3
WALK WAY
CONCEPT
Connecting to Melbourne's Urban Laneways
Compliance
Providing a lane way to the eastern side provides pedestrian movement through the area activated through rentalable tenancies such as shops, cafes and bars.
The building not only complies but creates best practice setbacks which provides public amenities and movement through the urban realm
Visual Presence Here & Beyond
Urban Plaza Frontage & The Green Podium
Character & Historical Context
The building takes advantages of its height creating views to natural features across Melbourne. It demands a presence with its unique inclined form as an icon to add to the skyline.
A wide urban plaza frontage opens up to the public, inviting them into the central spaces of eateries and cafes. The raised podium provides outdoor public space which can be greened with views to the bay.
The Zzyz tower mimics the iconic heritage buildings surrounding the site, incorporating the red brick and architectural features which is characteristic to Melbournes industrial heritage . 1:1000 (A3) 0
5
10
20
HIGH RISE
HIGH RISE
SKY LOBBY
SERVICES
Extending to the Bay The buildings form is accentuated towards the Port Phillip Bay maximising vistas on the two primary frontages of Spencer and Lonsdale Street
Sky Lobby Level 33
TYPICAL FLOOR PLANS LEVEL 45 - SKY RISE - HOTEL
GFA NLA Effciency Elevators Toilets Fire Escapes Floor to Floor Height
1766 1509 85% 3 Guest + 3 Express+ 2 Service M+F & Universal Access 2 4000
M+F & Universal Access 2 4000
Total High Rise GFA Total High Rise GFA Average Efficiency
10929 9385 86%
LEVEL 33 - HOTEL SKY LOBBY
Hotel Sky Rise Level 45 GFA NLA Effciency Elevators Toilets Fire Escapes Floor to Floor Height
Sky Lobby Level 33
1584 1456 92% 3 Guest + 2 Service In Guest Suites 2 3800
Total Hotel Rise GFA** Total Hotel Rise NLA**
MEDIUM RISE Level 15
GFA NLA Effciency Elevators Toilets Fire Escapes Floor to Floor Height
30928 25536
GFA NLA Effciency Elevators Toilets Fire Escapes Floor to Floor Height
LOW RISE POIDUM LEVEL 3
HIGH RISE Level 30 1813 1556 86% 6+2 Service M+F & Universal Access 2 4000
Total High Rise GFA Total High Rise GFA Average Efficiency
10929 9385 86%
1584 1456 92% 3 Guest + 2 Service In Guest Suites 2 3800
Total Hotel Rise GFA** Total Hotel Rise NLA**
30928 25536
1:450 (A3) 0
LEVEL 15 - MEDIUM RISE - OFFICES
GFA NLA Effciency Elevators Toilets Fire Escapes Floor to Floor Height
1766 1509 85% 3 Guest + 3 Express+ 2 Service M+F & Universal Access 2 4000
Hotel Sky Rise Level 45
GFA Suites Only GFA 1886 Guest 24184 NLA 1563 Guest Suites Only NLA 20797 EffciencyEfficiency 83% Average 92% Elevators 6+2 Service Toilets M+F & Universal Access ** NOTE: These NLA + GFA values include the Hotel Facilities and SkyEscapes Lobby for gust suites / rentable floor for hotels see 'guest suites2 Fire only' which satisfies the NLA requirements GFA 1517 Floor to Floor Height 4000 NLA 1198 Efficiency 79% Total Medium Rise GFA 35471 Elevators 3+2 Service (A3) Total1:450 Medium Rise GFA 29340 Toilets M+F & Universal Access Average Efficiency 83% 0 5 10 20 Fire Escapes 2 Floor to Floor Height 4000
LEVEL 30 - HIGH RISE - OFFICES
Toilets Fire Escapes Floor to Floor Height
5
10
20
Guest Suites Only GFA Guest Suites Only NLA Average Efficiency
24184 20797 92%
GFA Effciency NLA Elevators Efficiency Toilets Elevators Fire Escapes Toiletsto Floor Height Floor Fire Escapes Floor Medium to Floor Height Total Rise GFA
1886 1563 1517 83% 1198 6+2 Service 79% M+F & Universal Access 3+2 Service 2 M+F & Universal Access 4000 2 4000 35471
Total Medium Rise GFA Average Efficiency
29340 83%
MEDIUM RISE Level 15 GFA LOW RISE POIDUM LEVEL 3 NLA
HIGH RISE Level 30 Sky Lobby Level 33
Total Building GFA: 88,721m 2
Office GFA: 48,314 m2
Total Building NLA: 63,428m 2**
Office NLA: 38,726m 2
Average Efficiency: 87%
Office Ave Efficiency: 83%
GFA NLA 1:450 (A3) Effciency Elevators 0 5 10 Toilets FireHotel Escapes GFA: 38,726m2 Floor to Floor Height
20
Hotel NLA: 20,797 m 2**
1766 1509 85% 3 Guest + 3 Express+ 2 Service M+F & Universal Access 2 2 Total Site Area: 6,080m 4000
Plot Ratio (FAR): 14.59:1
Hotel Sky Rise 92% Level 45 Hotel Ave Efficiency: GFA NLA
1584 1456
GFA NLA Effciency Elevators 1:450 (A3) Toilets Fire Escapes 0 5 10 Floor to Floor Height Total High Rise GFA Total High Rise GFA Average Efficiency
20
1813 1556 86% 6+2 Service M+F & Universal Access 2 4000 10929 9385 86%
Steel Crown Structure supports curtain wall system
OVERALL TOWER STRUCTURAL SECTION
200mm Core Wall Thickness Secondary C6 350x350mm
Outrigger + Belt Truss 7450d
300mm Core Wall Thickness
SKY RISE
Secondary C5 400x400mm
RESISTING LATERAL LOADS PRINCIPLES
Outrigger + Belt Truss 7450d
400mm Core Wall Thickness Secondary C4 450x450mm
Wind Direction Given the height of our building wind loads need to be accommodated those predominately coming from the West and North West from the Bay
Torsional Movement/Vortex Shedding
Chamfered corners which create a transition point which prevents a sharp turn of wind around each of the corners. Suction forces occur at the side of the building which induces a torsional effect on the structure. The chamfered corners minimises the air pressure differentials between the front and back faces, and therefore reduces this torsion.
Urban Green Using trees and planting as well as creating a stepped podium is to prevent down wash of winds to pedestrians and create disturbances to wind effecting the building. This allowing for a more pleasant street scape experience.
Outrigger + Belt Truss 7450d
Permeable Crown
Viscous Drag
The Introduce of the fins at the top of the crown allows air flow to travel through this area which can purge the acceleration of winds at the top of the building
The designed external fins work to disturb the wind flow on the face of the facade. Introducing frictional drag onto the surface of the building prevents the wind from moving as freely across the facade and creates micro turbulences.
HIGH RISE
HIGH RISE
SKY LOBBY
400mm Core Wall Thickness Secondary C3 900x900mm
400mm Core Wall Thickness Secondary C2 1200x1200mm
1:500 (A1)
STRUCTURAL FRAMING PLANS
LEVEL 45 - SKY RISE - HOTEL
LEVEL 33 - HOTEL SKY LOBBY
Core Wall Thickness: 200mm above level 45+
Core Wall Thickness: 300mm from Level 25 to 45
Beams: BB1, BB2, BB3, BB4
Beams: BB1, BB2, BB3
Secondary Column Size: C6 Column width is 350mmx350mm above level 45+
Secondary Column Size: C5 Column width is 400 mm x 400mm (lvl 25, lvl 27 to 45)
Megacolumn Size: 1800mm x 1800mm
Megacolumn Size: 1800mm x 1800mm
EB Size: 400x600mm
EB Size: 600x600mm
1:500 (A1) 1:500 (A1) 0
0 5
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LEVEL 30 - HIGH RISE - OFFICES
LEVEL 15 - MEDIUM RISE - OFFICES
Core Wall Thickness: 300mm from Level 25 to 45 Beams: BB1, BB2, BB3
Core Wall Thickness: 400 mm from Level Basement 3 to Floor 24 Beams: BB1, BB2, BB3
Secondary Column Size: C5 Column width is 400 mm x 400mm (lvl 25, lvl 27 to 40) Megacolumn Size: 1800mm x 1800mm
Secondary Column Size: C4 Concrete Column 450mmx450mm (Lvl 5, 7 to 24) Megacolumn Size: 1800mm x 1800mm
EB Size: 600x600mm
EB Size: 600x600mm
1:500 (A1) 0
5
10
20
OVERALL STRUCTURAL AXONOMETRIC
STRUCTURAL FORMATION
Crown Structure
Core Structure
1. Core Structure
3. Belt & Outrigger
Outrigger at Mechanical floors
Mega Columns
Podium Exterior Structure
Facade Curtain Wall System
2. Mega Columns
4. Band Beams, Secondary Columns & Crown
5. Facade System
OVERALL TOWER ELEVATION - WEST WEST ELEVATION 2 - HOTEL
1:1000 (A3) 0
WEST ELEVATION 3 - CROWN
1:100 (A3) 0
1
2
4
WEST ELEVATION 1 - PODIUM 1:100 (A3) 0
1:100 (A3) 0
1
2
4
1
2
4
10
20
40
UNITISED CURTAIN WALL FACADE SYSTEM EXPLODED AXO
PV INTEGRATED PANELS SPANDRELS AC
1
2 3
Powder Coated Aluminium Frame with Horizontal Transoms and Vertical Mullion Systems (Duratec Eternity, Matt Copper) Oynx PV Intergrated Spandrel System Glass (See Right) Vertical Sun Shading Fins (600mm depth) Horizontal Sun Shading Fins (600mm width)
4
a Sp
Vis
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io
l d re
an sP
an nP
el
e
re lA
A re
a
5
Automated glass louvered windows within vision panel for air outtake (controlled by BMS)
6
Automated aluminum louvers for air intake through slab (controlled by BMS)
7
Veneta Mid Cream Commercial Office Motorised Roller Blinds - Aluminum
8
Vision Panel, Veridian EVantage Low E Coating, Bronze, 6mm, VLT 38, Exterior Face
a
1 FF1
FF1
3
FF1
1 2
6
GL1
5
PC1
4 SP1
7 8
CTIVE SYSTEM
PV INTEGRATED PANELS SPANDRELS ACTIVE SYSTEM
1
Aluminum Powder Coated Frame
2
Bradford Fireseal Curtain Wall Batt, Rockwool 50mm Followed by a 12mm Air Gap in front
3 4
1
Primary Structure - 800 WB 146, 4 module spacing at 6000m. Transfers loads to the Mega column or oversized EB below depneding on location (WR 1 Finish)
2
Primary Structure & Bracing Crown, 610 UB 125 used to stiffen the frame structure (WR1 Finish)
Onxy Solar 6mm Tempered Float Glass Tinted (Custom Colour)
3
Steel 'T' Angle Plates UB to WB (WR1 Finish)
Onyx PV Spandrel System Glass using MonoCrystalline PV Glass. 1245 x 635mm Standard Sizing. Connects to the junction box which is integrated on each panel which integrates with BMS
4
EB transfers loads from WB and those applied to the crown structure to the Mega-Columns below
5
Concrete Mega Column (1800x1800)
(FRL -/120/120),
WR1
5
2x6mm Low Iron Tempered Glass
6
380 PFC for fixing curtain wall bolted to welded plate connected to 800 WB (WR1 Finish)
6
Pressure cap attaches to mullion to hold PV system
7
Curtain hook on bracket to fix curtain wall to primary structure
8
Aluminium curtain wall framing, extends from facade to crown 4000mm x 1350mm (PC1)
9
Aluminium Perforated Panels, apart of curtain wall system (prefabricated) (PERF)
10
Extruded Aluminium Fin Profile, bolted to curtain wall system through stainless steel fin angle support bracket, rotated at a 45o angle (finished with FIN1) (See Part 3 for more details)
3 2 1
2 3
FIN1
8
4
6
5
PERF
9
7
6
GL1
2 SP1
4 PC1 FIN1 PERF
5 4
Figure 12. View of building from the west emphasising its vertical form from the bay and its iconicness within the Melbourne skyline
Figure 3. Figure Caption
Figure 14. The corner view emphasises the taper within the form and the extension of the vertical elements towards the sky
Figure 15. Roof terrace area with rooftop garden spaces across the podium Figure 4. Figure Caption
Figure 13. Western facade
Figure 16. Atrium void space within the podium looking upwards towards the tapering form
Figure 17. Vertical fins within the crown create a pointed tip along the western and southern facades, structure behind
Figure 19. Views outward to the city from the office levels
Figure 18. Facade system with vertical and horizontal shading strategies provide solar protection as well a views to the bay through vision panels
Figure 20. Podium archeway off La Trobe Street intergrates with the characteristics of Melbourne's historic industrial past
DETAILED DESIGN DRAWING - THE CROWN
QUADRUPLE TELESCOPIC BMU
CURTAIN WALL EXTENDS FROM FACADE TO CROWN REGION PRIMARY STRUCTURAL COLUMNS 810 WB
WR1
STRUCTURAL CROSS BRACING SUPPORTS EXTERNAL COLUMNS
WR1
BMU GRAFTING PLATFORM & MAINTENANCE BMU TRACKS AROUND PERIMETER OF CORE WR1
SECONDARY BEAMS 610 UB
PLANT ROOM ON ROOF HIDDEN BEHIND SCREENING PERF
EXTERNAL ALUMINIUM CROWN FINS CONNECTED TO MULLION PROFILES CROWN SYSTEM
FIN1
EXTERNAL VERTICAL ALUMINIUM SHADING FINS TO MULLION PROFILES IN CW SYSTEM
PC1
AXO
AXO NORTH EAST NTS
PERFORATED ALUMINIUM AROUND PERIMETER OF CROWN CW SYSTEM
VP1
AS A PART OF CURTAIN
TO A HEIGHT OF 15m.
WALL SYSTEM
TINTED LOW IRON TEMEPRED GLASS WITH OYNX PV SPANDREL SYSTEM
AXO
AXO
AXO SOUTH WEST PRODUCED BY AN AUTODESK STUDENT VERSION NTS
MOVEMENT & OTHER FACADES
LUFFING & USAGE
PARKING POSITION
QUADRUPLE TELESCOPIC JIB ARM ALLOWS REACH OVER TOP OF LARGEST FIN AND TO ACCOMMODATE ENOUGH SPACE FOR THE TAPER WITHIN THE BUILDING FORM BELOW
14915
LUFFING BALANCER TO KEEP GONDOLA STEADY AND USER COMFORT
ACCESS TO OTHER FACADE FACES
LUFFING POSITION ALLOWS TRANSPORT OF CRADLE OVER THE CROWN FIN
24840 FINS ON NORTHERN FACADE HIDE BMU FROM VIEW
DYNAMIC COUNTERWEIGHT KEEP ROOF CAR IN BALANCE
BMU PARKING POSITION BEHIND FINS ON THE NORTHERN FACADE TELESCOPIC COLUMN TO ALLOW GREAT VERTICAL REACH
MAINTENANCE PLATFORM BELOW BMU GONDALA CAN BE PARKED ON PERIMETER TRACK OR UPON MAINTENANCE PLATFORM 12600
WIRELESS PLC CONTROL (PROGRAMMABLE LOGIC CONTROL)
LADDER ACCESS TO BMU 4460
02
01 A4.1
CROWN BMU USAGE 1:400 0 8 20
36m
BMU TRACK ACCESS AROUND THE PERIMETER OF CORE
UNDERCARRIAGE ALONG TRACKS ALLOWS ACCESS TO EACH FACADE
AXO NORTH WEST NTS
PRODUCED BY AN AUTODESK STUDENT VERSION
NOTE: ALL EXPOSED STEEL MEMBERS ARE TO BE COATED AS PER AS/NZS 2312:2014
02
SPECIFYING THE PROTECTION OF STEEL AGAINST ATMOSPHERIC CORROSION BY THE USE OF PROTECTIVE COATINGS
565
05 CUSTOM JOINERY CAPPING. ANODIZED SPEC. SAME AS FIN1
06 1670
AXIS MODEL T147 F-22 QUADRUPLE TELESCOPIC BMU ON RAIL SYSTEM AROUND THE PERIMETER OF THE CROWN 4000
800 WB 146 STEEL MEMBER CHAMFERED AT TIP TO CREATE ANGLED APPEARANCE AS PER STRUCTURAL ENG. SPECIFICATIONS
BMU POWER SUPPLY SYSTEM WITH WEATHER PROOF SOCKET FIXED TO GRAFTING PLATFORMS
1350
SPACED AT 20M MAXIMUM ALONG PERIMETER OF RAIL POWER SUPP FROM CORE BELOW
800 WB 146 STEEL MEMBER CONNECTED TO GASKET PLATE AS PER STRUCTURAL ENG. SPECIFICATIONS
CONCRETE HOB BELOW 460 UB 82 BMU SUPPORTING STRUCTURE AS PER ENG SPEC.
BMU MAINTENANCE & PARKING POSITION PLATFORM MIN 500MM FOR WORKS & REPAIRS EYELETS FOR SAFETY CABLES AND BMU RESTRAINT FOR PARKING POSITON
4000
VERSIPAVE 40P - PAVER SUPPORT UNITS WITH WIND UPLIFT PLATE AND CONCRETE TILES
07
565
CORNER MULLION PROFILE ARROWHEAD MALE+FEMALE 135°
800 WB 146 STEEL MEMBER AS PER STRUCTURAL ENG. SPECIFICATIONS
AXIS MODEL T147 F-22 QUADRUPLE TELESCOPIC BMU ON RAIL SYSTEM AROUND THE PERIMETER OF THE CROWN
10
INTERMEDIATE PLATFORM FOR WORKS AND CAGED LADDER WITH SAFETY RAILS & EYELETS FOR FALL PROTECTION SAFETY CABLE
3060
BMU POWER SUPPLY SYSTEM WITH WEATHER PROOF SOCKET FIXED TO GRAFTING PLATFORMS
1350
ANGLED BRACKET CONNECTED TO PFC ANGLED TO ACCOMODATE 135° ANGLE
SPACED AT 20M MAXIMUM ALONG PERIMETER OF RAIL POWER SUPP FROM CORE BELOW
TRAVERSE STIFFENER PLATES AS PER STRUCTURAL ENG. SPECIFICAITIONS
800 WB 146 STEEL MEMBER CONNECTED TO GASKET PLATE AS PER STRUCTURAL ENG. SPECIFICATIONS
610 UB 125 AS PER STRUCTURAL ENG. SPECIFICAITIONS
BMU MAINTENANCE & PARKING POSITION PLATFORM MIN 500MM FOR WORKS & REPAIRS EYELETS FOR SAFETY CABLES AND BMU RESTRAINT FOR PARKING POSITON
VERSIPAVE 40P - PAVER SUPPORT UNITS WITH WIND UPLIFT PLATE AND CONCRETE TILES
PERF 1 PANELS FIXED TO ALUMINUM EXTRUDED CURTAIN WALL
CORNER MULLION PROFILE ARROWHEAD MALE+FEMALE 135°
800 WB 146 STEEL MEMBER AS PER STRUCTURAL ENG. SPECIFICATIONS INTERMEDIATE PLATFORM FOR WORKS AND CAGED LADDER WITH SAFETY RAILS & EYELETS FOR FALL PROTECTION SAFETY CABLE
3060
FIN 1 1350MM CTR 45° ANGLE EXTRUDED ALUMINUM PROFILE ATTACHED TO MULLION
ANGLED BRACKET CONNECTED TO PFC ANGLED TO ACCOMODATE 135° ANGLE
CROWN GENERAL PLAN SOUTH EAST CORNER 1:100 0 1000 2000
PRODUCED BY AN AUTODESK STUDENT VERSION
03 A4.1
CONCRETE HOB BELOW 460 UB 82 BMU SUPPORTING STRUCTURE AS PER ENG SPEC.
2980
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
2980
TRAVERSE STIFFENER PLATES AS PER STRUCTURAL ENG. SPECIFICAITIONS
600X600MM CONCRETE COLUMN CONNECTED TO CORE 610 UB 125 AS PER STRUCTURAL ENG. SPECIFICAITIONS
PERF 1 PANELS FIXED TO ALUMINUM EXTRUDED CURTAIN WALL
ALUMINIUM ANODIZED MALE + FEMALE SHADE BRACKET CLIP CLIPPED INSIDE & FIXED TO MULLION SPEC COATING AS FIN 1
FIN 1 1350MM CTR 45° ANGLE EXTRUDED ALUMINUM PROFILE ATTACHED TO MULLION
600X600MM CONCRETE COLUMN CONNECTED TO CORE
PLANT ROOM ROOF ALUMINIUM ANODIZED MALE + FEMALE SHADE BRACKET CLIP CLIPPED INSIDE & FIXED TO MULLION SPEC COATING AS FIN 1
FIXED ALUMINIUM WALL LATTED WITH SAFETY CAGE (MAX 7600MM) FIXED TO FACE OF CONCRETE COLUMN WITH 'L' BRACKET
380 PFC WITH CURTAIN WALL BRACKET 08 CONNECTION COATED AS PER AS/NZS 2312:2014
PLANT ROOM ROOF FIN 1 1350MM CTR 45 DEGREE ANGLE EXTRUDED ALUMINUM PROFILE
380 PFC WITH CURTAIN WALL BRACKET CONNECTION COATED AS PER AS/NZS 2312:2014
CAPRAL MECHANICAL FLOOR EXTRUDED ALUMINUM LOUVERS WITH VERMIN MESH EXPOSED
FIXED ALUMINIUM WALL LATTED WITH SAFETY CAGE (MAX 7600MM) FIXED TO FACE OF CONCRETE COLUMN WITH 'L' BRACKET
PERF 1 PANELS FIXED TO ALUMINUM EXTRUDED CURTAIN 09 WALL
FIN 1 1350MM CTR 45 DEGREE ANGLE EXTRUDED ALUMINUM PROFILE
CAPRAL MECHANICAL FLOOR EXTRUDED ALUMINUM LOUVERS WITH VERMIN MESH EXPOSED
RHS CROSS 175MMX175MM BRACING WITH CENTRAL STIFFENER AS PER STRUCTURAL ENGINEERS SPECIFICATION
450X450MM STEEL GUSSET PLATE STIFFENER AS PER STRUCTURAL ENGINEERS SPECIFICATION
JOSAM ROOF DRAIN 455MM Ø LOOSE SET GRATE WITH RHS CROSS 175MMX175MM REMOVABLE SHALLOW BUCKET BRACING WITH CENTRAL STIFFENER AS PER 75MM PVC PIPE IN CEILING TOSTRUCTURAL ENGINEERS SPECIFICATION CORE
PERF 1 PANELS FIXED TO ALUMINUM EXTRUDED CURTAIN WALL
450X450MM STEEL GUSSET PLATE STIFFENER AS PER STRUCTURAL ENGINEERS SPECIFICATION
JOSAM ROOF DRAIN 455MM Ø LOOSE SET GRATE WITH REMOVABLE SHALLOW BUCKET 75MM PVC PIPE IN CEILING TO CORE
SP1 PV SPANDRAL PANEL VERIDIAN DECOR COLOUR EXTERIOR SP1 PV SPANDRAL PANEL VERIDIAN DECOR COLOUR EXTERIOR
VERSIPAVE 40P - PAVER SUPPORT UNITS 40MM HEIGHT, 168MM Ø WITH CONCRETE TILES 20MM
SP1 PV SPANDRAL PANEL VERIDIAN DECOR COLOUR EXTERIOR
VERSIPAVE 40P - PAVER SUPPORT UNITS 40MM HEIGHT, 168MM Ø WITH CONCRETE TILES 20MM
SP1 PV SPANDRAL PANEL VERIDIAN DECOR COLOUR EXTERIOR CHAMFERED CORNER CW FRAMING WITH PERF CONTINUATION FROM VISION AND SPANDREL PANELS
CHAMFERED CORNER CW FRAMING WITH PERF CONTINUATION FROM VISION AND SPANDREL PANELS
04 A4.1
CROWN GENERAL ARRANGEMENT SECTION 1000
2000
4000mm PRODUCED BY AN AUTODESK STUDENT VERSION
0
PRODUCED BY AN AUTODESK STUDENT VERSION
02 A4.1
ELEVATION SOUTH EAST CORNER 1:100 0 1000 2000
SPEC. SAME AS FIN1 SUBJECT TO FACADE CONSULTANT REVIEW AND SPECIFICATIONS
MULLION WITH STRUCTURAL RIVETS ALUMINIUM ANODIZED FEMALE SHADE BRACKET CLIP CLIPPED INSIDE & FIXED TO MULLION WITH STRUCTURAL RIVETS
405
CUSTOM 45° FIN ANGLE SUPPORT PLATE 12MM THICK, STAINLESS STEEL FIXED TO ALUMINIUM MULLION
37°
580 580
CUSTOM ALU JOINERY TWO PART CAPPING. CLIPPED TOGETHER AND ATTACH TO TOP STACK HEAD SPEC. SAME AS FIN1 SUBJECT TO FACADE CONSULTANT REVIEW AND SPECIFICATIONS
ALUMINIUM ANODIZED MALE SHADE BRACKET CLIP CLIPPED INSIDE & FIXED TO MULLION WITH STRUCTURAL RIVETS
405
CUSTOM 45° FIN ANGLE SUPPORT PLATE 12MM THICK, STAINLESS STEEL FIXED TO ALUMINIUM MULLION
37°
@ 00 13 S R IE VA WELD PLATE TO WB
M12 BOLTS FIXING FOR CW , EXTRUDED THROUGH TO STIFFENER PLATE INSIDE OF MULLION
HOOKON BRACKET
PRIMARY FLOOR CW ANGLED BRACKET, EXTRUDED ALUMINIUM WITH SLOTTED HOLES AND SERRATED PROFILE PAINTED WITH BITUMINOUS PAINT WITH PACKER BELOW PERF 3MM ANODIZED PERFORATED ALUMINIUM SCREEN RIVETED& BUTT JOINED
M12 BOLTS FIXING FOR CW , EXTRUDED THROUGH TO STIFFENER PLATE INSIDE OF MULLION
380 PFC WITH PLATE CONNECTION TO WB AS PER STRUCTURAL ENG. SPECIFICATIONS CUSTOM 45° FIN ANGLE SUPPORT PLATE 12MM THICK, STAINLESS STEEL FIXED TO ALUMINIUM MULLION
37°
WELD PLATE TO WB HOOKON BRACKET
FIX PFC TO 4MM WELDED PLATE
ALUMINIUM ANODIZED FEMALE SHADE BRACKET CLIP CLIPPED INSIDE & FIXED TO MULLION WITH STRUCTURAL RIVETS
ALUMINIUM ANODIZED FEMALE SHADE BRACKET CLIP CLIPPED INSIDE & FIXED TO MULLION WITH STRUCTURAL RIVETS
PERF 3MM AN ALUMINI
FIX PFC TO 4MM WELDED PLATE
800 WB 168 AS PER STRUCTURAL ENG. SPECIFICATION
ALUMINIUM ANODIZED MALE SHADE BRACKET CLIP CLIPPED INSIDE & FIXED TO STIFFENING PLATE INSIDE TRANSOM MULLION WITH STRUCTURAL RIVETS
FLIPPER GASKET TO ALLOW FOR PEC
800 WB 168 AS PER STRUCTURAL ENG. SPECIFICATION
380 PFC WELDED TO 800 WB
FLIPPER GASKET TO ALLOW FOR PEC
BACKING ROD WITH STRUCTURAL SEALANT RHINO PRIMER 241 ISO-PART
405
M12 JACKING BOLT WITH LOCK NUT FOR VERTICAL ADJUSTMENT
BACKING ROD WITH STRUCTURAL SEALANT RHINO PRIMER 241 ISO-PART
RAIN SCREEN SEAL
CUSTOM ALU JOINERY TWO PART CAPPING. CLIPPED TOGETHER AND ATTACH TO TOP STACK HEAD SPEC. SAME AS FIN1 SUBJECT TO FACADE CONSULTANT REVIEW AND SPECIFICATIONS
380 PFC WELDED TO 800 WB
AIR SEAL ALUMINIUM ANODIZED MALE SHADE BRACKET CLIP CLIPPED INSIDE & FIXED MULLION WITH STRUCTURAL RAINTO SCREEN SEAL RIVETS (REF PLAN DETAIL #2)
AIR SEAL
D IM
PRODUCED BY AN AUTODESK STUDENT VERSION
37°
SPECIFYING THE PROTECTION OF STEEL AGAINST ATMOSPHERIC CORROSION BY THE USE OF PROTECTIVE COATINGS
M12 JACKING BOLT WITH LOCK NUT FOR VERTICAL ADJUSTMENT
ALUMINIUM ANODIZED FEMALE SHADE BRACKET CLIP CLIPPED INSIDE & FIXED TO MULLION WITH STRUCTURAL RIVETS (REF PLAN DETAIL #2)
37°
SPECIFYING THE PROTECTION OF STEEL AGAINST ATMOSPHERIC CORROSION BY THE USE OF PROTECTIVE COATINGS
LA
PRODUCED BY AN AUTODESK STUDENT VERSION
NOTE: ALL EXPOSED STEEL MEMBERS ARE TO BE COATED AS PER AS/NZS 2312:2014 NOTE: ALL EXPOSED STEEL MEMBERS ARE TO BE COATED AS PER AS/NZS 2312:2014
R G
E
FIN 1 42MM EXTRUDED PROFILE ALUMINUM FIN @45° BOLTED TO SUPPORT ANGLE
PRIMARY FLOOR CW ANGLED BRACKET, EXTRUDED ALUMINIUM WITH SLOTTED HOLES AND SERRATED PROFILE PAINTED WITH BITUMINOUS PAINT WITH PACKER BELOW
FIN 1 42MM EXTRUDED PROFILE ALUMINUM FIN @45° BOLTED TO SUPPORT ANGLE
ANCHOR BOLTS M16 WITH SPRING WASHER LOCKED WITH ALUMINIUM PRIMARY FLOOR CW ANGLED SERRATED WASHER AT THE INTERFACE BRACKET, SERRATED PROFILE WITH FLOOR BRACKET PAINTED WITH BITUMINOUS PAINT ANGLED TO 135° FOR CORNER PROFILE
ANCHOR BOLTS M16 WITH SPRING WASHER LOCKED WITH ALUMINIUM SERRATED WASHER AT THE INTERFACE WITH FLOOR BRACKET
T
PO
IN T
FIN 1 42MM EXTRUDED PROFILE ALUMINUM FIN @45° BOLTED TO SUPPORT ANGLE
ALUMINIUM ANODIZED FEMALE SHADE BRACKET CLIP CLIPPED INSIDE & FIXED TO MULLION WITH STRUCTURAL RIVETS (REF PLAN DETAIL #2)
00
IN T
@
LA
R G
ES
CORNER BRACKETS FIXED TO HOOK-ONBRACKET AND FIXED THROUGH SIDES OF CORNER MULLIONS
13 IM
VA
R IE
S
ARROWHEAD MALE CORNER MULLION PROFILE 135°
D
18MM ANODIZED ALUMINUM FIN @45° FIXED TO FIN ANGLE SUPPORT PLATE 12MM THICK
RAIN SCREEN SEAL
00
@
LA
R G
ES
T
PO
ALUMINIUM ANODIZED FEMALE SHADE BRACKET CLIP CLIPPED INSIDE & FIXED TO MULLION WITH STRUCTURAL RIVETS (REF PLAN DETAIL #2)
13
ALUMINIUM ANODIZED MALE SHADE BRACKET CLIP CLIPPED INSIDE & FIXED TO MULLION WITH STRUCTURAL RIVETS (REF PLAN DETAIL #2)
D
IM
VA
R
IE
S
BACKING ROD WITH STRUCTURAL SEALANT RHINO PRIMER 241 ISO-PART PERF 3MM ANODIZED PERFORATED ALUMINIUM SCREEN RIVETED& BUTT JOINED
ALUMINIUM ANODIZED MALE SHADE BRACKET CLIP CLIPPED INSIDE & FIXED TO MULLION WITH STRUCTURAL RIVETS (REF PLAN DETAIL #2) PERF 3MM ANODIZED PERFORATED ALUMINIUM SCREEN RIVETED& BUTT JOINED STIFFENING PLATE INSIDE TRANSOM
ARROWHEAD FEMALE CORNER MULLION PROFILE 135° FACE COVER CLIPPED TO MULLION PROFILE 135°
CUSTOM 45° FIN ANGLE SUPPORT PLATE 12MM THICK, STAINLESS STEEL FIXED TO ALUMINIUM MULLION
37MM STAINLESS STEEL RESTRAINT PIN CLIPPED INTO SOCKET INSIDE ALUMINIUM TRANSON SCREWED TO ANCHOR PLATE WITH 7.5/35 SCREWS
06
STIFFENING PLATE INSIDE TRANSOM
TYPICAL CROWN FIN PLAN 1:5
ANCHOR PLATE WITH BOLTED TO MULLION PROFILE 380 PFC WITH PLATE CONNECTION TO WB AS PER STRUCTURAL ENG. SPECIFICATIONS
380 PFC WITH PLATE CONNECTION TO WB AS PER STRUCTURAL ENG. SPECIFICATIONS
PRODUCED BY AN AUTODESK STUDENT VERSION
800 WB 146 STEEL MEMBER CHAMFERED AT TIP TO CREATE PERF 3MM ANODIZED PERFORATED ANGLED APPEARANCE AS PER ALUMINIUM ENG. SCREEN RIVETED& STRUCTURAL SPECIFICATIONS BUTT JOINED
PERF 3MM ANODIZED PERFORATED ALUMINIUM SCREEN RIVETED& BUTT JOINED
FIN 1 42MM EXTRUDED PROFILE ALUMINUM FIN @45° BOLTED TO SUPPORT ANGLE
NOTE: BMU RESTRAINS TO BE SPACED MINIMUM EVERY 20M FOR CROWN AND FACADE
PRIMARY FLOOR CW ANGLED BRACKET, SERRATED PROFILE PAINTED WITH BITUMINOUS PAINT ANGLED TO 135° FOR CORNER PROFILE
PRIMARY FLOOR CW ANGLED BRACKET, SERRATED PROFILE PAINTED WITH BITUMINOUS PAINT ANGLED TO 135° FOR CORNER PROFILE
BRACKET CONNECTION OF TRANSOM TO ALUMINUM CHANNEL FOR ANODIZED ALUMINUM SCREEN
CORNER BRACKETS FIXED TO STRUCTURAL HOOK-ONBRACKET ANDRIVETS FIXED 6.5 Ø CONNECTION OF FINS THROUGH SIDES OF CORNER MULLIONS
ARROWHEAD MALE CORNER MULLION PROFILE 135° ALUMINIUM ANODIZED MALE SHADE BRACKET CLIP CLIPPED INSIDE & FIXED TO MULLION WITH STRUCTURAL RAIN SCREEN SEAL RIVETS (REF PLAN DETAIL #2) BACKING ROD WITH STRUCTURAL SEALANT RHINO PRIMER 241 ISO-PART
CORNER BRACKETS FIXED TO HOOK-ONBRACKET AND FIXED THROUGH SIDES OF CORNER MULLIONS ARROWHEAD MALE CORNER MULLION PROFILE 135°
18MM ANODIZED ALUMINUM FIN @45° FIXED TO FIN ANGLE SUPPORT PLATE 12MM THICK
RAIN SCREEN SEAL
ARROWHEAD FEMALE CORNER MULLION PROFILE 135° ALUMINIUM ANODIZED FACE COVER CLIPPED TO FEMALE MULLIONSHADE BRACKET CLIPPROFILE CLIPPED INSIDE & 135° FIXED TO MULLION WITH STRUCTURAL RIVETS (REF PLAN DETAIL #2) CUSTOM 45° FIN ANGLE SUPPORT PLATE 12MM THICK, STAINLESS STEEL FIXED TO ALUMINIUM MULLION
BACKING ROD WITH STRUCTURAL SEALANT RHINO PRIMER 241 ISO-PART ARROWHEAD FEMALE CORNER MULLION PROFILE 135° 37MM STAINLESS STEEL RESTRAINT PIN CLIPPED INTO SOCKET INSIDE ALUMINIUM TRANSON SCREWED TO ANCHOR PLATE WITH 7.5/35 SCREWS
PRODUCED BY AN AUTODESK STUDENT VERSION
EVERY 20M FOR CROWN AND FACADE
BRACKET CONNECTION OF TRANSOM TO ALUMINUM CHANNEL FOR ANODIZED ALUMINUM SCREEN
FIN1 18MM ANODIZED ALUMINUM FIN @45° FIXED TO FIN ANGLE SUPPORT PLATE 12MM THICK
STRUCTURAL RIVETS 6.5 Ø CONNECTION OF FINS
ALUMINIUM ANODIZED MALE SHADE BRACKET CLIP CLIPPED INSIDE & FIXED TO MULLION WITH STRUCTURAL RIVETS (REF PLAN DETAIL #2)
STRUCTURAL RIVETS 6.5 Ø CONNECTION OF FINS
ALUMINIUM ANODIZED MALE SHADE BRACKET CLIP CLIPPED INSIDE & FIXED TO MULLION WITH STRUCTURAL RIVETS (REF PLAN DETAIL #2)
CROWN TIP 1:10 0 200
400
PC PERFORATED ALUMINUM SCREEN
WELD PLATE TO 800 WB
PC PERFORATED ALUMINUM SCREEN
GALV 380 PFC CONNECTED TO PLATE WELDED TO WB
08 ALUMINIUM ANODIZED FEMALE SHADE BRACKET CLIP CLIPPED INSIDE & FIXED TO MULLION WITH STRUCTURAL RIVETS (REF PLAN DETAIL #2)
800mm
30
ALUMINIUM ANODIZED FEMALE SHADE BRACKET CLIP CLIPPED INSIDE & FIXED TO MULLION WITH STRUCTURAL RIVETS (REF PLAN DETAIL #2)
800 WB 146 STEEL MEMBER AS PER STRUCTURAL ENG. SPECIFICATIONS
WELD PLATE TO 800 WB
MULLION TO STRUCTURE 1:5
INTERMEDIATE ROOF ANCHORS PROVIDES HORIZONTAL LIFELINE FALL PROTECTION SINGLE CABLE CONNECTED TO TENSIONERS FALL MIN 2° AT ENDS ATTACHED TO ROOF DECK
WELD PLATE TO 800 WB
10MM SYNTHETIC ELASTOMER SEPERATOR WITH SEALING PLATE BELOW TO ALLOW FLEXING & EXPANSION IN THE RAIL, REDUCE NOISE & VIBRATION, SPREAD LOADS TO SEALING PLATE
1.2 BMT POWDER COATED FLASHINGFALL OVER HOB MINCONCRETE 2°
11x55MM RYNO ALUMINIUM TERMINATION BAR (K-FLASHING)
STRUCTURAL SEALANT RHINO PRIMER 241 ISO-PART FIXING FLASHING UPSTAND TO INSIDE OF PERFORATED SCREEN (20MM MIN COVERAGE) 1.2 BMT POWDER COATED FLASHING OVER CONCRETE HOB 30MMX30MM CONTINUOUS ALUMINIUM EA 11x55MM RYNO ALUMINIUM TERMINATION BAR (K-FLASHING) 7.5X35MM CONCRETE ANCHOR SCREW FIXING METAL FLASHING CUSTOM ALU CLIP ON EXTRUSION TO ACCOMMODATE TAPER , ALIGNS CW STRAIGHT FOR CROWN
7.5X35MM CONCRETE ANCHOR SCREW FIXING METAL FLASHING CUSTOM ALU CLIP ON EXTRUSION TO ACCOMMODATE TAPER , ALIGNS CW STRAIGHT FOR CROWN
10
1300
1300
STRUCTURAL SEALANT RHINO PRIMER 241 ISO-PART FIXING FLASHING UPSTAND TO INSIDE OF PERFORATED SCREEN (20MM MIN COVERAGE)
30MMX30MM CONTINUOUS ALUMINIUM EA
ROLLER FRAME ON HEB 200 RAIL SYSTEM ROLLER FRAME CAPACITY OF 49K/N SUITABLE FOR OVER 10K WHEEL ASSEMBLY AS PER TECHNICAL ADVICE FROM BMU CONSULTANT
800 WB 146 STEEL MEMBER AS PER STRUCTURAL ENG. SPECIFICATIONS
STIFFENING PLATE INSIDE MULLION
STIFFENING PLATE INSIDE MULLION
800 WB 146 STEEL MEMBER AS PER STRUCTURAL ENG. SPECIFICATIONS
FIN 1 42MM EXTRUDED PROFILE ALUMINUM FIN @45° BOLTED TO SUPPORT ANGLE
30
PRODUCED BY AN AUTODESK STUDENT VERSION
BRACKET CONNECTION OF TRANSOM TO ALUMINUM CHANNEL FOR ANODIZED ALUMINUM SCREEN
FIN 1 42MM EXTRUDED PROFILE ALUMINUM FIN @45° BOLTED STIFFENING PLATE INSIDE MULLION TO SUPPORT ANGLE
PRODUCED BY AN AUTODESK STUDENT VERSION
800 WB 146 STEEL MEMBER CHAMFERED AT TIP TO CREATE ANGLED APPEARANCE AS PER STRUCTURAL ENG. SPECIFICATIONS
CUSTOM 45° FIN ANGLE SUPPORT PLATE 12MM THICK, STAINLESS STEEL FIXED TO ALUMINIUM MULLION
10 FALL MIN 2°
TPO 2.0MM WATERPROOFING MEMBRANE MECHANICALLY FASTENED 40MM CONCRETE TILES VERSIPAVE 40P ADJUSTABLE SPACER FOR LEVELING OVER 2°
FALL MIN 2°
TPO 2.0MM WATERPROOFING MEMBRANE MECHANICALLY FASTENED 40MM CONCRETE TILES VERSIPAVE 40P ADJUSTABLE SPACER FOR LEVELING OVER 2° FALL WIND UPLIFT EXPOSED PAVER RETAINER 40MM FIXED WITH M4 SCREW VERSIPAVE 40P - PAVER SUPPORT UNITS 40MM HEIGHT, 168MM Ø
PRODUCED BY AN AUTODESK STUDENT VERSION
800 WB 146 STEEL MEMBER CHAMFERED TO CREATE NOTE: AT BMUTIP RESTRAINS ANGLED AS PER TOAPPEARANCE BE SPACED MINIMUM STRUCTURAL ENG. SPECIFICATIONS
ANCHOR PLATE WITH BOLTED TO MULLION PROFILE
05
NOTE: BMU RESTRAINS TO BE SPACED MINIMUM EVERY 20M FOR CROWN AND FACADE
ANCHOR PLATE WITH BOLTED TO MULLION PROFILE
500
37MM STAINLESS STEEL RESTRAINT PIN CLIPPED INTO SOCKET INSIDE ALUMINIUM TRANSON SCREWED TO ANCHOR PLATE WITH 7.5/35 SCREWS
FACE COVER CLIPPED TO MULLION PROFILE 135°
30
18MM ANODIZED ALUMINUM FIN @45° FIXED TO FIN ANGLE SUPPORT PLATE 12MM THICK
1300
9 Bower Studio - Community Development (Design & Construct) Team: Class group at Bower Year: 2021 Subject: Bower Studio - Community Development Studio Leader: David O’Brien & Jamie Neil Location: Kalkaringi, NT Situated in Kalkaringi within Northern Territory, Bower Studio assisted in creating shade structures for the under-construction Family Centre providing a place of rest and gathering. Bower worked with the Gurindji mob through the design and construction of these shade structures which tells the stories of the community. Throughout our experience of Kalkaringi we have come to see the strong relationship that the Gurindji community has to country and to place. We see a deep connection to the history of place through the artefacts found at Jinparrak. These ideas inspired the Wave Hill Pavilions which show the triumph of the Guridji people and Vincent Lingaiari. On 23 August 1966 Vincent Lingaiari gathered his people and led the walk off towards Jurnarni, Daguragu and then Ngamanpurru fighting for better work and living conditions. The shade structures reference the past of the Walk Off by the Gurindji people, highlighting their struggles but also their triumphs. The angled sections which are rotated pointing outwards representing a continuing history being created by the community. The mesh structures are remiscient of the artefacts at Jinparrak and creates dappled light similar to thoses of the nature shade of a tree. Art pieces often describe the landscape, stories and dreaming. Though creating additional spaces to create and developing skills together and engaging with designs which are meaningful is a way to further tell the stories of the Gurindji mob for generations to come. George Avraam
Architectural Design Portfolio
2021
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George Avraam
Architectural Design Portfolio
2021
George Avraam
Architectural Design Portfolio
2021
George Avraam
Architectural Design Portfolio
2021
DESIGN PORTFOLIO
George Robert Henry Avraam