ZZYZ TOWER
Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY ABPL90118 Subject Coordinator: Dr Giorgio Marfella
JESS BROAD 763042 GEORGE AVRAAM 833800 DION TSONIDIS 1107529 TUTOR: MARK LAM, TUTORIAL 05
DESIGN DEVELOPMENT REPORT
01 / 31
1
Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY ABPL90118 Subject Coordinator: Dr Giorgio Marfella
Design Development Proposal for a Tall Office Building Melbourne CBD Document Produced by Jess Broad, George Avraam & Dion Tsonidis
Contents. Part 1 – Project Synopsis
01-06
1.1 Vertical Strategy (Dion Tsonidis) 1.2 Structural Concept (George Avraam) 1.3 Facade Concept (Jessica Broad)
Part 2 – General Arrangement Drawings
04 05 06
07-20
A1.1: Overall Section, Lift Arrangement & Typical Floor Plans A1.2: Siting & Concept A1.2: Form & Core Structure, Precedents
08 09 10
A2.1: Overall Structural Section & General Structural Plans A2.2: Member Schedules, Podium Structural Plan, Structural Concept A2.3: Structural Plans A2.3: Structural Sections & Crown Structure A2.4: Axonometric Overall Structural Typology
11 12 13 14 15
A3.1: Overall West Elevation & Detailed Elevation A3.2: Active & Passive Strategies A3.3: Material Schedule & Facade Axonometric A3.4: Experience
16 17 18 19
Part 3 – Detailed Design Drawings
21-31
A4.1: Podium General Arrangement A4.2: Podium Detail A4.1: Office General Arrangement A4.2: Office Details A4.0: Crown General Axonometric A4.1 Crown General Arrangement A4.2 Crown Details
22 23 24 25 26 27 28
Appendix A - Floor Level Calculations
George Avraam 833800 // Dion Tsonidis 1107529 // Jessica Broad 763042
29-31
Architectural Applied Technology - Final Submission
Tutor: Mark Lam, Tutorial 05
DESIGN DEVELOPMENT REPORT
02 /31
1
Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY ABPL90118 Subject Coordinator: Dr Giorgio Marfella
Part 1. Project Synopsis
George Avraam 833800 // Dion Tsonidis 1107529 // Jessica Broad 763042
Architectural Applied Technology - Final Submission
Tutor: Mark Lam, Tutorial 05
DESIGN DEVELOPMENT REPORT
03 /31
1.1 Vertical Strategy
Melbourne Assessment Prison, West Melbourne
OMA, Torre Bicentenario, Mexico City, 2007
Extending to the Bay
Connecting to Melbourne's Urban Laneways
·
Accentuate form which pushes over the landscape of the surrounding park land
The buildings form is accentuated towards the Port Phillip Bay maximising vistas on the two primary frontages of Spencer and Latrobe Street facing outwards to
Providing a lane way to the eastern side provides pedestrian movement through the area activated through rentalable tenancies such as shops, cafes and bars.
·
Enhancing views and creating larger floor plates towards natural features
Higher Ground Cafe, Melbourne CBD
Eero Saarinen, CBS Building
Urban Plaza Frontage & The Green Podium
Visual Presence Here & Beyond
·
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 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.
·
355 Spencer St, West Melbourne, Sands & McDougall Building Compliance
Character & Historical Context
The building not only complies but creates best practice setbacks which provides public amenities and movement through the urban realm
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 .
Koichi Takada Architects, Arc, Sydney, 2019 · ·
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. The Zyzz Tower celebrates Melbourne’s architectural heritage through visual connections to the surrounding historical features of the Melbourne Assessment Prison, surrounding warehouses and the iconic Sands & McDougall Publishing House built in the 1800’s which is adjacent to the site. As a result, a red brick street front facade pays homage to the surrounding industrial heritage through the incorporation of similar architectural proportions and arches, which provides permeability to activate the ground level. The exploration of ‘The Arc’ facilitates a harmonious exchange between old and new as the tower emerges from the podium as a contemporary interpretation of urban lifestyle, which adds to the Melbourne CBD character without compromising its history.
at the intersection of Spencer and Latrobe St so as to minimise a heavy imposition through a tapering effect. Simultaneously, the project sought to utilise the need for vertical fins as a means of enhancing both the form and verticality of the project, whilst employing several solar benefits. By using the ‘CBS Building’ as a precedent, these aspects could be thoroughly explored throughout the design process.
Dion Tsonidis
Architectural Applied Technology
The concept diagrams detail a comprehensive formal strategy that seeks to develop an array of gestures. Prioritising the prominent Port Phillip Bay, the building chamfers to maximise the two primary vistas of Spencer and Lonsdale Street. Additionally, the tower is setback 40m from Lonsdale street to create a public activity hub. Planting provides shade and greenery at the ground and first floor of the podium balcony to provide a space of retreat in an otherwise densely urban environment. Providing an area of high value to tenants which can be used for retail, hospitality and commerce maximises the building’s capacity to be a centre for mixed use activity. The crown was designed as an extension of the fins, in which the formal gesture of the taper could be extruded above the program. The resultant outcome follows the shape of the form and defines the tower amidst the skyline at this prominent corner.
Expressing the structure on the facade as a feature of the design emphasing the vertical nature of the design Using fin like structure which projects towards the natural features of the bay
The use of brick for podium levels The use of larger massing forms which are emphasised on the surface of the structure visual stability at the lower levels
The building is zoned into 5 areas: low rise (offices), medium rise (offices), high rise (offices), sky lobby and hotel sky rise. Each division, dictated by program, is serviced by its own respective lift group as shown in the ‘Axonometric Form and Core Diagram’. The low-rise lift group is used to service the underground car park and podium. The medium-rise lift group is used to service 19 office floors, with the high rise services the following 6 office floors. The Hotel sky lobby houses the sky lobby and hotel facilities and the sky-rise services the 15 hotel floors. All lift groups are accessible via the podium lobby, with distinct promenades detailing the various lift groups. The mechanical floors run in conjunction with the core structure and programmatic use. Therefore, each mechanical floor is positioned to service 10 floors above and below (20 floors total). This allows for the services to be conditioned to the associated program division as the tower rises. Each mechanical floor is a double height space to facilitate appropriate filtration systems and HVAC units amongst other services. Mechanical floors are located on the 6th, 26th, 46th and 51st floor and are ventilated. Such an arrangement allows for a coherent division of program and maximisation of net lettable area. Dion Tsonidis, 1107529
A central core was adopted for the proposal as a means of maximising the GFA and enhancing the overall efficiency. Furthermore, a central core acts as a vertical The building’s formal qualities take cues from OMA’s cantilever from which the structural rigidity is ensured as unbuilt project, Bicentenary Tower in Mexico City where it resists gravitational and lateral loads. The central core the formal expression creates a dynamic chamfer, which also acts as a vertical hub where services, necessary allows the architecture to engross itself within the context. circulation and amenities can be delivered to each From the CBD it stands as a typical office tower, which floor, and the building program can be maximised. opens itself up to the bay from the southeast corner
DESIGN DEVELOPMENT REPORT
04 / 31
1.2 Structural Concept Crown Structure
Core Structure
Outrigger at Mechanical floors Mega Columns
Podium Exterior
Facade Curtain Wall System
Figure 1.
Structural typology which creates a free facade empahsise the external fins and facade profiles
Figure 2.
Belt and outrigger system connects slated megacolumns back to the core at mehcanical floors
Our primary design intent was to maximise views while tapering the built form towards the bay, producing a tower that is clearly identifiable within Melbournes city skyline. This tapering of the form is accentuated through the use of vertical shading elements, where aesthetic emphasis is directed toward a simplified but dynamic form. The use of a belt and truss system was utilised to enhance structural performance and realise the design intent which maximises views to the Docklands and Port Phillip Bay, providing value as lettable space for commercial tenants (Figure 1).
material efficiency, the core wall thickness and intermediate column thicknesses taper every 20 floors, ensuring the load is transferred from the perimeter to the core without unnecessary dead load.
George Avraam
Architectural Applied Technology
Figure 3.
Revealed silhouette of structure from behind the fin facade within the crown
Within the crown, steel structural framing features such as universal beams and intermediate beams are used. These are secured by gusset plates and cross bracing. This hierarchy of steel members which supports the aluminium curtain wall fins is subtly revealed as a silhouette behind the fin façade (Figure 3). This steel structure ensures that dynamic wind loads and live loads from BMU usage is As a result the appropriate structural system utilises mega- carried to the central core, and wider edge beams at columns and intermediate secondary columns which the rooftop level (level 51) ensures the load of the crown are supported by a belt and outrigger system, which ties structure can be evenly distributed and transferred. back to the central core at the mechanical floors (Figure 2). This structural system maximises the load efficiency Within the podium the use of the exposed mega and structural stabilisation without compromising the columns and steel trusses creates a ‘warehouse’ design intent. Dynamic effects from wind load are also aesthetic where double height spaces and other rustic reduced through this system, and allow views to be captured by minimising structural elements at the facade. characteristics are incorporated to give an industrial feel reminiscent of the neighbouring historic manufacturing facilities of the late 19th Century. The double brick Views to The Bay and Flagstaff Gardens were facade at the podium uses architectural proportions maximized using this structural system as it minimises and features to connect to the surrounding context the need for intermediate columns at the perimeter. and add to Melbourne’s unique urban identity. Slanted mega columns allow the facade to be freely exposed which gives emphasis to the The use of a belt and truss system was to enhance architectural formal qualities with the fin facade. structural performance over our tapering form and therefore realise our design intent. We were The chamfered shape of the building results in a able to extend the form toward the bay, creating unique floor plate arrangement at each level. The additional floor plate area and emphaise vertical use of a belt and outrigger system combined with nature of our design through our external fins. mega-columns and secondary columns was essential to ensure loads are carried back to the central George Avraam, 833800 core and the load is distributed evenly throughout the varying plates thoughout. In order to maximise
DESIGN DEVELOPMENT REPORT
05 / 31
1.3 Facade Concept
1
2 3 4 5 6
1
Aluminum Powder Coated Frame
2
Bradford Fireseal Curtain Wall Batt, Rockwool 50mm (FRL -/120/120), Followed by a 12mm Air Gap in front
3
Onxy Solar 6mm Tempered Float Glass Tinted (Custom Colour)
4
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
5
2x6mm Low Iron Tempered Glass
6
Pressure cap attaches to mullion to hold PV system
Vertical and horizontal fins provide significant sun shading in the west facade reducing solar heat gain
Spandrel Panel Area with integrated Oynx PV Panels
Two different facade typologies were utilised in the design of the Zyzz tower in order to create an exchange between the industrial warehouse aesthetic of the podium and that of the contemporary, urban tower and adjoining crown. The tower exploys a unitised curtain wall facade, and horizontal and vertical shading elements are incorporated within the system. At the podium, a double brick facade with arched openings fitted with double glazed shop front curtain wall creates a permeability that stimulates ground floor activity on Spencer, Lonsdale and Little Lonsdale streets. Accents of aged brass and beige tinted glass within the tower facade defines the Zyzz tower within the Melbourne skyline while connecting to the red brick podium below. The unitised curtain wall system delivers several benefits to the project. Each module can be craned into place and fixed to the slab edge with fixing brackets that allow for adjustment. Each unitised module comprises a spandrel panel, ventilation (air intake and release) louvres, vision panel and appropriate vertical and horizontal shading fins. Each module holds the necessary components for an efficient facade and is manufactured in a controlled environment, preventing costly and timely delays on site during construction. A glass curtain wall facade was utilised in order to best maximise views for commercial tenants and hotel guests. The material properties of glass had to be thoroughly understood to maximise the performance of the tower facade and mitigate a net thermal gain. As a result, double glazing was used to insulate the envelope, where a tinted finish is applied to the internal glazing face which reflects glare and reduces light transmittance. Horizontal and vertical shading fins are utilised on the North, East and West facades, while
Jessica Broad
narrow vertical fins are used on the South facade.
The majority of the spandrel remains with access to sunlight and therefore increasing the solar gain through PV cells throughout the day
The facade allows for natural ventilation to be incorporated, where fresh air is delivered to each floor. This increases the comfort of occupants as well as cools the building as hot air is purged through louvres above the vision panel. A mechanical system aids the natural ventilation to ensure fresh air and thermal comfort can be delivered.
Winter Solstice 3pm, 21st June 2020 (29o)
For increased efficiency and a more sustainable approach, solar PV cells are incorporated into the spandrel panels at each level. Each spandrel panel houses PV solar cells between two layers of tempered glass which are tinted to match the vision panels. Spandrel panels are insulated with a 50mm fire-rated rockwool. The Zyzz tower utilises a double glazed, unitised curtain wall facade system to mediate the internal and external environments. The benefits of this system ensures a more cost effective and precise construction than stick systems, and can be customised to incorporate functional and architectural features. The facade of the Zyzz tower provides comfort to occupants as well as an architectural appeal on the Melbourne skyline. Jessica Broad, 763042
Summer Solstice 3pm, 21nd December 2020 (75o)
Architectural Applied Technology
DESIGN DEVELOPMENT REPORT
06 / 31
1
Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY ABPL90118 Subject Coordinator: Dr Giorgio Marfella
Part 2. General Arrangement Drawings
George Avraam 833800 // Dion Tsonidis 1107529 // Jessica Broad 763042
Architectural Applied Technology - Final Submission
Tutor: Mark Lam, Tutorial 05
DESIGN DEVELOPMENT REPORT
07 /31
ZZYZ TOWER
EXTENDING TOWARD THE BAY ZZYZ TOWER DEFINES MELBOURNE WITH A NEW HOTEL AND OFFICE SKY RISE
OVERALL TOWER SECTION
TYPICAL FLOOR PLANS
LEVEL 45 - SKY RISE - HOTEL
NLA Effciency Elevators Toilets Fire Escapes Floor to Floor Height
1556 86% 6+2 Service M+F & Universal Access 2 4000
Total High Rise GFA Total High Rise GFA Average Efficiency
10929 9385 86%
Sky Lobby Level 33 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
MEDIUM RISE Level 15 GFA Hotel Sky Rise Level 45 NLA
1886 1563 1584 83% 1456 6+2 Service 92% M+F & Universal Access 3 Guest + 2 Service 2 In Guest Suites 4000 2 3800 35471 29340 30928 83% 25536
GFA Effciency NLA Elevators Effciency Toilets Elevators Fire Escapes Toilets Floor to Floor Height Fire Escapes Floor to Floor Height Total Medium Rise GFA Total Medium Rise GFA Total Hotel Rise GFA** Average Efficiency Total Hotel Rise NLA**
Guest Suites Only GFA 24184 Guest Suites Only NLA 20797 GFA 1813 Average Efficiency 92% NLA 1556 ** NOTE: These NLA + GFA values include the Hotel Facilities Effciency 86% and Sky Lobby for gust suites / rentable floor for hotels see Elevators 6+2 Service 'guest suites only' which satisfies the NLA requirements GFA 1517 Toilets M+F & Universal Access NLA 1198 Fire Escapes 2 Efficiency 79% Floor to Floor Height 4000 Elevators 3+2 Service 1:500 (A1) Toilets M+F & Universal Access 0 High 5 Rise GFA 10 20 Total 10929 Fire Escapes 2 Total High Rise GFA 9385 Floor to Floor Height 4000 Average Efficiency 86%
HIGH RISE Level 30
LOW RISE POIDUM LEVEL 3
LEVEL 33 - HOTEL SKY LOBBY
Sky Lobby Level 33 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 NLA Effciency Elevators Toilets GFA Fire NLAEscapes Floor to Floor Height Effciency
SKY RISE
MEDIUM RISE Level 15
LEVEL 30 - HIGH RISE - OFFICES
Elevators Total Hotel Rise GFA** Toilets 1:500 (A1) Total Hotel Rise NLA** Fire Escapes 0 5 10 Floor to Floor Height Guest Suites Only GFA Guest Suites Only Total Medium RiseNLA GFA Average Efficiency Total Medium Rise GFA
1584 1456 92% 3 Guest + 2 Service In Guest Suites 1886 2 1563 3800 83%
6+2 Service M+F & Universal 30928 Access 25536 2 4000 24184 20797 35471 92% 29340
20
WALK WAY
Average Efficiency
LOW RISE POIDUM LEVEL 3
GFA NLA Efficiency GFA Elevators NLA Toilets Effciency Fire Escapes Elevators Floor to Floor Height Toilets
83%
Fire Escapes Floor to Floor Height
1517 1198 79% 1813 3+2 Service 1556 M+F & Universal Access 86% 2 6+2 Service 4000 M+F & Universal Access 2 4000
Total High Rise GFA Total High Rise GFA Average Efficiency
10929 9385 86%
HIGH RISE Level 30
Sky Lobby Level 33 GFA NLA 1:500 (A1) Effciency 0Elevators 5 10 Toilets Fire Escapes Floor to Floor Height
GFA Effciency NLA Elevators Effciency Toilets Elevators Fire Escapes Toilets Floor to Floor Height Fire Escapes Floor to Floor Height Total Hotel Rise GFA**
1584 1456 1886 92% 1563 3 Guest + 2 Service 83% In Guest Suites 6+2 Service 2 M+F & Universal Access 3800 2 4000 30928
Total Hotel Rise NLA** Total Medium Rise GFA Total RiseGFA GFA GuestMedium Suites Only Average Efficiency Guest Suites Only NLA
25536 35471 29340 24184 83% 20797 92%
HIGH RISE POIDUM Level 30 LEVEL 3 LOW RISE
GFA GFA NLA NLA Effciency Efficiency Elevators Elevators 1:500 (A1) Toilets Toilets 0Fire 5 10 Fire Escapes Escapes Floor to Floor Floor to Floor Height Height
1813 1517 1556 1198 86% 79% 6+2 Service 3+2 Service M+F M+F & & Universal Universal Access Access 2 2 4000 4000
20
Total High Rise GFA Total High Rise GFA Average Efficiency
1:500 (A1) 0
Hotel Sky Rise Level 45 GFA MEDIUM RISE Level 15 NLA
Average Efficiency
HIGH RISE
HIGH RISE
SKY LOBBY
SERVICES
LEVEL 15 - MEDIUM RISE - OFFICES
20
1766 1509 85% 3 Guest + 3 Express+ 2 Service M+F & Universal Access 2 4000
5
10
10929 9385 86%
20
Sky Lobby Level 33 Total Building GFA: 88,721m2
Office GFA: 48,314 m2
Hotel GFA: 38,726m2
Total Site Area: 6,080m2
Total Building NLA: 63,428m2**
Office NLA: 38,726m2
Hotel NLA: 20,797 m2**
Plot Ratio (FAR): 14.59:1
Average Efficiency: 87%
Office Ave Efficiency: 83%
Hotel Ave Efficiency: 92%
** This calculation includes facilities for the Hotel (two floors), 58,696m2 total if not included.
** This calculation is for rentable spaces such as suits only and disregards hotel facilities
See Appendix A for full breakdown of figures
George Avraam 833800 // Dion Tsonidis 1107529 // Jessica Broad 763042
Architectural Applied Technology
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 NLA Effciency Elevators Toilets Fire Escapes Floor to Floor Height
1584 1456 92% 3 Guest + 2 Service In Guest Suites 2 3800
Total Hotel Rise GFA** Total Hotel Rise NLA**
30928 25536
Guest Suites Only GFA DESIGN DEVELOPMENT REPORT
08 /24184 31
Guest Suites Only NLA Average Efficiency
20797 92%
ZZYZ TOWER LOCATION PLAN 2
6
E O B R T
L A
S T
L E D A S N L O
E R K U B O
1
S T
Marvel Stadium
2
Flagstaff Gardens
3
South Wharf
4
NGV Gallery
5
Southern Cross Station
6
Melbourne Star
S T
N S L I L C O
E N S P
5
S T
1
R C E S T
Y A R R A
R I V E R
4
3
SITE PLAN
CONCEPT
TAXI RANK
HOTEL RECEPTION
OFFICE OFFICE
TENANCY
HOTEL LOBBY
STORE
SPENCER ST
TENANCY
STORE
TO UNDERGROUND PARKING
LITTLE LONSDALE ST
Extending to the Bay
Visual Presence Here & Beyond
The buildings form is accentuated towards the Port Phillip Bay maximising vistas on the two primary frontages of Spencer and Lonsdale Street
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.
Connecting to Melbourne's Urban Laneways
Urban Plaza Frontage & The Green Podium
Providing a lane way to the eastern side provides pedestrian movement through the area activated through rentalable tenancies such as shops, cafes and bars.
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.
TENANCY SUBSTATION
STORE
TENANCY STORE
DELIVERIES
OFFICE RECEPTION AND LOBBY
TENANCY
TENANCY
TENANCY TRAM STOP ROUTE 86
TENANCY
SERVICE LANE
TENANCY
TENANCY TENANCY TENANCY
COMMUNAL PLAZA SPACE
TENANCY
BUS STOP ROUTE 216
Character & Historical Context
Compliance
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 .
The building not only complies but creates best practice setbacks which provides public amenities and movement through the urban realm
LONSDALE ST LEGEND
1:250 (A1)
MAIN ENTRY
0
5
12.5
25
TENANCY ENTRY George Avraam 833800 // Dion Tsonidis 1107529 // Jessica Broad 763042
Architectural Applied Technology
DESIGN DEVELOPMENT REPORT
09 / 31
ZZYZ TOWER AXONOMETRIC FORM & CORE STRUCTURE
skyrise
high-rise
medium-rise
low-rise
Podium
low-rise low-rise Basement
1. CORE STRUCTURE
2. GROUND FLOOR
3. LOW-RISE
high-rise
sky-rise
high-rise
medium-rise
medium-rise
low-rise
4. MEDIUM-RISE
5. HIGH-RISE
6. SKY RISE + CROWN
PRECEDENTS
1:1000 (A1) 0
OMA, Torre Bicentenario, Mexico City, 2007 ·
Accentuate form which pushes over the landscape of the surrounding park land
·
Enhancing views and creating larger floor plates towards natural features
George Avraam 833800 // Dion Tsonidis 1107529 // Jessica Broad 763042
Eero Saarinen, CBS Building ·
Expressing the structure on the facade as a feature of the design emphasing the vertical nature of the design
·
Using fin like structure which projects towards the natural features of the bay
Architectural Applied Technology
10
20
40
Koichi Takada Architects, Arc, Sydney, 2019 ·
The use of brick for podium levels
·
The use of larger massing forms which are emphasised on the surface of the structure visual stability at the lower levels
DESIGN DEVELOPMENT REPORT
10 / 31
ZZYZ TOWER OVERALL TOWER STRUCTURAL SECTION
TYPICAL FLOOR PLANS
STRUCTURE OVERVIEW
LEVEL 45 - SKY RISE - HOTEL Core Wall Thickness: 200mm above level 45+ Beams: BB1, BB2, BB3, BB4 Secondary Column Size: C6 Column width is 350mmx350mm above level 45+ Megacolumn Size: 1800mm x 1800mm
Steel Crown Structure supports curtain wall system
EB Size: 400x600mm
1:500 (A1) 0
200mm Core Wall Thickness Secondary C6 350x350mm
5
10
20
LEVEL 33 - HOTEL SKY LOBBY Core Wall Thickness: 300mm from Level 25 to 45 Beams: BB1, BB2, BB3
Outrigger + Belt Truss 7450d
Secondary Column Size: C5 Column width is 400 mm x 400mm (lvl 25, lvl 27 to 45) Megacolumn Size: 1800mm x 1800mm
300mm Core Wall Thickness
EB Size: 600x600mm
Secondary C5 400x400mm
SKY RISE
1:500 (A1) 0
5
10
20
LEVEL 30 - HIGH RISE - OFFICES Core Wall Thickness: 300mm from Level 25 to 45 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
Outrigger + Belt Truss 7450d
EB Size: 600x600mm
400mm Core Wall Thickness Secondary C4 450x450mm
1:500 (A1) 0
5
10
20
LEVEL 15 - MEDIUM RISE - OFFICES Core Wall Thickness: 400mm from Level Basement 3 to Floor 24 Beams: BB1, BB2, BB3 Secondary Column Size: C4 Concrete Column 450mmx450mm (Lvl 5, 7 to 24) Megacolumn Size: 1800mm x 1800mm EB Size: 600x600mm
Outrigger + Belt Truss 7450d
HIGH RISE
HIGH RISE
SKY LOBBY
400mm Core Wall Thickness Secondary C3 900x900mm
1:500 (A1) 0
400mm Core Wall Thickness Secondary C2 1200x1200mm
5
10
20
LEVEL 3 - PODIUM
Core Wall Thickness: 400mm from Level Basement 3 to Floor 20
1:500 (A1) Beams: BB1, BB2, BB4, Trusses 1000d x 15000w & 1300d x 19000w, 1800d x 23500w
0
10
20
40
Secondary Column Size: C3 Concrete Column 900mm x 900mm (B3 to Lvl 5) Megacolumn Size: 1800mm x 1800mm EB Size: 600x600mm
1:500 (A1) 0
George Avraam 833800 // Dion Tsonidis 1107529 // Jessica Broad 763042
Architectural Applied Technology - Final Submission
Tutor: Mark Lam, Tutorial 05
5
DESIGN DEVELOPMENT REPORT
10
20
11 / 31
ZZYZ TOWER RESISTING LATERAL LOADS PRINCIPLES
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
Urban Green
Permeable Crown
Viscous Drag
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.
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.
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.
STRUCTURAL MEMBER SCHEDULES
LEVEL 3 - PODIUM STRUCTURAL FRAMNG PLAN
Tower Structure Member Name
Level
Size (D x W) mm
NOTES
B3-20 20-40 40+
300 250 200
Flush to core interior Flush to core interior Flush to core interior
Basement 3 - Level 51 Basement 3 to Basement 1 Level G - Level 4 Level 5, then Level 7 to 24 Level 25, then Level 27 to 44 Level 45 - Level 51
1800 x 1800 1200 x 1200 900x900 450 x 450 400 x 400 350 x 350
4x slanted Secondary structure Secondary structure Secondary structure Secondary structure Secondary structure
BB1
Level G- Level 51
600 x 1800
BB2 BB3 BB4 EB1
Level G - Level 51 Level G - Level 51 Level 36-Level 51 All Levels
400 x 1200 300 x 1200 250 x 600 600 x 600
EB increased for Crown (Roof)
ALL Skyrise
120mm thick 180mm thick
Primary slab post tensioned Secondary slab post tensioned
Levels 6, 26, 46 Levels 6, 26, 46
7450d 7450d
Connecting to core Connecting primary structure
Level
Size (D x W) mm
NOTES
Basement 3 - Ground, Levels 2, 3, 5 Level G - Level 4
1800 x 1800 900 x 900
Mega columns Secondary columns
BB1 BB2
Basement 3 - Ground, Levels 2, 3, 5 Basement 3 - Ground, Levels 2, 3, 5
600 x 1800 400 x 1200
Podium structure Podium structure
BB4 EB1
Basement 3 - Ground, Levels 2, 3, 5 Basement 3 - Ground, Levels 2, 3, 5
250 x 600 600x 600
Podium structure Podium
ALL
120mm thick
Primary slab post tensioned
Core Walls Low/Medium Rise Medium / Sky Rise Sky Rise
Columns C1 C2 C3 C4 C5 C6
Beams
Slabs SL1 SL2
Mechanical Floors Outrigger Truss Belt Truss
Podium Structure Member Name
Columns C1 C3
Beams
Slabs SL1
Trusses
1000d x 15000w 1300d x 19000w 1800d x 23500w
Ground, Levels 2, 3, 5 Ground, Levels 2, 3, 5 Level 5
4 per level 3 per level Atrium Support x 2 members
Skylight RHS1
Level 5
250 x 150
Over Skylight Hotel Lobby and Atrium
Level
Size (D x W) mm
NOTES
800 WB 146
Crown Framing
800 x 275
C5
Crown From Core
600 x 600
WB Columns Flange Thic: 20.0 Web Thic: 10.0 Weight: 146kg/m2 Columns Extend from Core
610 UB 125
Crown Framing
612 x 229
Frames primary WB Flange Thic: 19.6 Web Thic: 11.9 Weight: 125kg/m2
380 PFC
Crown Framing
380x100
Fixing for CW at Crown Flange Thic: 17.5 Web Thic: 10.0 Weight: 55.2kg/m2
RHS & Gusset Plate
Cross Bracing
175x175
460 UB 82
BMU
460x191
HEB 200 Rail
BMU
200x200
Gusset 450x450 plate RHS 175x175 Primary support for BMU Flange Thic: 16.0 Web Thic: 9.9 Weight: 82.1k/m2 Roller frame capacity of 49K/N, Sutible for 10K Wheel Assembly
Perimeter of Roof
600x1200
Crown Structure Member Name
Columns
Steel Structure
Concrete Beams EB1
Oversized EB for Crown Loads
1:500 (A1) 0
5
10
20
1:200 (A1) 0
George Avraam 833800 // Dion Tsonidis 1107529 // Jessica Broad 763042
Architectural Applied Technology
4
DESIGN DEVELOPMENT REPORT
10
20
12 / 31
ZZYZ TOWER LEVEL 15 - MEDIUM RISE OFFICE TYPICAL FLOOR FRAMING PLAN
LEVEL 30 - HIGH RISE OFFICE TYPICAL FLOOR FRAMING PLAN
1
1
2
2
1:200 (A1) 0
4
3
3
10
20
1
NOTE: Core load baring walls thickness depth is 400mm from Level Basement 3 to Level 24
2
C4 Concrete Column 450mmx450mm on Level 5, then level 7 to level 24
3
Slab to be offset from EB by 50-70mm to allow fixing of curtain wall and bracket (See Part 3 for Details)
1:200 (A1) 0
4
10
20
1
NOTE: Core load baring walls thickness depth is 300mm from Level 25 to 45
2
C5 Column width is 400 mm x 400mm level 25, then level 27 to 45
3
Slab to be offset from EB by 50-70mm to allow fixing of curtain wall and bracket (See Part 3 for Details)
LEVEL 45 - SKY RISE HOTEL TYPICAL FLOOR FRAMING PLAN
LEVEL 33 - SKY LOBBY TYPICAL FLOOR FRAMING PLAN
1
1
2 3 2
3
1:200 (A1) 0
4
10
20
1
NOTE: Core load baring walls thickness depth is 300mm from Level 25 to 45
2
C5 Column width is 400 mm x 400mm level 25, then level 27 to 45
3
Slab to be offset from EB by 50-70mm to allow fixing of curtain wall and bracket (See Part 3 for Details)
George Avraam 833800 // Dion Tsonidis 1107529 // Jessica Broad 763042
Architectural Applied Technology
1:200 (A1) 0
4
10
20
1
NOTE: Core load baring walls thickness depth is 350mm above level 45+
2
C6 Column width is 200mm above level 45+
3
Slab to be offset from EB by 50-70mm to allow fixing of curtain wall and bracket (See Part 3 for Details)
DESIGN DEVELOPMENT REPORT
13 / 31
9
10
11
LEVEL 29 & 30 - OFFICE TYPICAL SECTION
LEVEL 45 & 46 - HOTEL & MECHANICAL FLOOR WITH OUTRIGGER STRUCTURE 1
2
3
4
5
6
7
FFL 197320
12
11
10
9
8
BB1
1030
EB1
2780
7600
SERVICES RUN THROUGH CEILING
LIFT CORE 127905
FFL
SL1
C5
1030
140
C5
SERVICES RUN THROUGH CEILING
960 140
2780
LEVEL 46 FFL 189720
LIFT CORE
SERVICES IN CEILING
123920
FFL
SL1 C5
C5
C1
LIFT CORE
2700
C1
2980
LEVEL 45
4300
5000
FFL 185920
C2
C2
C2
C2
C2
13930
1:100Level (A1) 30 2 1 : 50
1800
5000
4870
5760
COLUMN
0
2
2
4
19930
10
Level 42 Hotel
50 LEVEL 1, 2 & 3 1-9:GROUND &10 PODIUM
9
Section 4
1
12
0
1 : 100
2
4
10
10
LEVEL 42 - HOTEL
1140
8
11
1:100 (A1)
ClarkeHopkinsClarke
Project Name
115 Sackville Collingwood VIC Street 03 9419 4340 3066 studio@chc.com.a www.chc.com.au u
Enter address here
1 : 100 @ A1
178320 LEVEL 43
3800
6730
A 1
DETAIL SECTIONS_A03
2690
C1
C5
174505 LEVEL 42
140
920
7915 FFL 1120
SUMMER SOLSTICE SOLAR PENETRATION Project Name
C
Enter address here
DETAIL SECTIONS
PRELIMINARY
6650
Clarke
0
2 2
4
10
Podium Section
1
C5
1:100 (A1)
FFL
1:100 (A1) 0
0° .0 75
0
GL2
° 29.00
Project Number/A201
1 : 50 @ A1
m.a u
WINTER SOLSTICE SOLAR PENETRATION
3800
SERVICES THROUGH CEILING
2750
Mechanical Section - Level 1 26 1 : 50
140
1190
140
2750
11905 FFL
8
1 : 100
2 Level 424 Hotel
1 : 50
9
10
CROWN FORM & STRUCTURE 1140
CROWN GENERAL ARRANGEMENT PLAN
10
1 2 3
115 Sackville Collingwood VIC Street 03 9419 4340 3066 studio@chc.com.a www.chc.com.au u
Project Name
DETAIL SECTIONS_2
610 UB 125 380 PFC FOR FIXING EXTERNAL FINS PRIMARY CURTAINWALL FRAME
PRELIMINARY 4
Enter address here
3
A 1
5
RHS CROSS BRACING (175MMX175MM) WITH GUSSET PLATE (450MM X 450MM)
6
CORE & ROOF PLANT ROOM
7
OVERSIZED EB TOP FLOOR ONLY 600x1200MM CARRIES LOADS FROM CROWN TO MEGA-COLUMNS
Project Number/A202
As indicated @ A1
6730
ClarkeHopkinsClarke
PRIMARY STRUCTURAL COLUMNS 800 WB 146
10 8
MEGA COLUMN 1800x1800MM
1190
140
11905 FFL
10
9
SECONDARY COLUMNS AS PER MEMBER SCHEDULE
10
BMU RAIL SYSTEM WITH TRACK SUPPORTING STRUCTURE (460 UB 82) (FURTHER DETAILS PART 3)
4 2690
1
140
7915 FFL 4
9
1120
1
9
2
PLANT
3
6650
5
6
GL2 7
0
FFL
8
1
Podium Section
Rear View Axo
1 : 100
1:500 (A1) 0
1:200 (A1) 0
4
10
10
20
40
20 ClarkeHopkinsClarke
George Avraam 833800 // Dion Tsonidis 1107529 // Jessica Broad 763042
ArchitecturalA Applied Technology 1
115 Sackville Collingwood VIC Street 03 9419 4340 3066 studio@chc.com.a www.chc.com.au u
Project Name
DETAIL SECTIONS_2
Enter address here
As indicated @ A1
DESIGN DEVELOPMENT REPORT
14 / 31
ZZYZ TOWER OVERALL STRUCTURAL AXONOMETRIC
STRUCTURE FORMATION
Crown Structure
Core Structure
1. Core Structure
2. Mega Columns
3. Belt & Outrigger
Outrigger at Mechanical floors
Mega Columns
4. Band Beams, Secondary Columns & Crown
Podium Exterior Structure
Facade Curtain Wall System
George Avraam 833800 // Dion Tsonidis 1107529 // Jessica Broad 763042
5. Facade System
Architectural Applied Technology
DESIGN DEVELOPMENT REPORT
15 / 31
ZZYZ TOWER
OVERALL TOWER ELEVATION - WEST
WEST ELEVATION 3 - CROWN
1:50 (A1) 0
1
2
4
WEST ELEVATION 2 - HOTEL
1:50 (A1) 0
1
2
4
WEST ELEVATION 1 - PODIUM
1:500 (A1) 0
10
20
40
1:50 (A1) 0
George Avraam 833800 // Dion Tsonidis 1107529 // Jessica Broad 763042
Architectural Applied Technology
1
2
4
DESIGN DEVELOPMENT REPORT
16 / 31
2
Level 42 Hotel 1 : 50
ZZYZ TOWER
6730
1140
LEVEL 1, 2 & 3 - PODIUM SECTION
11905
TRUSS TO BE FIREPROOFED WITH VERMICULITE SPRAY
1190
140
FFL
2690
TRUSS FIXING BRACKET, VERMICULITE COVER
7915
DUCTS TO BE EXPOSED
1120
140
FFL
BR1 PODIUM EXTERIOR FACE
FIN 1
TYPICAL SHOP FRONT CURTAIN WALL, GL2
GL2
0
6650
PC2 TO PODIUM MULLIONS AND TRANSOMS
FFL
1:50 (A1) 0
1
2
4
LEVEL26 & 27 - OFFICE SECTION NATURAL VENTILATION STRATEGY & SHADING
Podium Section
1
1 : 100
AIR INTAKE DUCT WITH VERMIN MESH (see Part 3 for Specificaitons) AIR OUT FOR NIGHT PURGING HORIZONTAL SUN SHADING FIN 600D FIN1 800D
Hot air can then be flushed using the outtake glass louvers positioned at the top of the vision panel
AUTOMATED AIR INTAKE LOUVRES
Summ
m, 21s t Ju ne 20 20
0 c 202
De 21nd 3pm,
2
Floor Levels can be mechanically conditioned providing additional hot or warm air as required to create a
l er So
Wi nte r So l 3p
LEVEL 27 OFFICE
ClarkeHopkinsClarke 115 Sackville Collingwood VIC Street 03 9419 4340 3066 studio@chc.com.a www.chc.com.au u
75O
SPANDREL PANEL WITH INTERGRATED ONYX PV (635X1245)
Project Name Natural ventilation intake from external louvers, air circulates through Floor Grille and bring fresh air into the office or hotel space
DETAIL SECTIONS_2
Enter address here LEVEL 26 OFFICE
29O
1 1
Daylight can shine on spandrel panel allowing solar energy to be captured within the facade of the building
2
Vertical and horizontal fins provide shading to the vision panel minimising solar heat gain in summer but allowing it in winter. It also whilst allows light to access the spandrel for energy production
1:50 (A1) 0
1
2
4
George Avraam 833800 // Dion Tsonidis 1107529 // Jessica Broad 763042
Architectural Applied Technology
DESIGN DEVELOPMENT REPORT
17 / 31
ZZYZ TOWER MATERIAL FINISHES & SCHEDULE OVERALL
WR1
PC1
Dulux Mio Mid Grey C21 Acrylic Latex Paint Weather Shield Gloss for C4 High Corrosivity Environments
PC2
BR1
Concrete
Micacerous Iron Oxide gives grey shiny appearance
In Situ Cast, Core/Podium
Austral Bricks, Aged Red
Dulux Duratec Zeus, Monument
Mullions,
(Podium)
Exposed structure
C1
Window Frame
TL
Transoms
Podium & Ground Facade Arches PERF
Dulux Duratec Eternity, Matt Copper Kinetic Matt
FIN1
SP1
VP1
GL1
Interface
Austral Plywoods Appearance Grade Plywood
Nimbus
Tobacco, Ashlar
Internal Lining / Accents
GL2
T1
Locker Group Perforated Steel
Alfrex
Panel, PC1 Finish
Solid Aluminium Panel,
Mechanical
Bronze Metallic
Floors, Crown
Vertical + Horizontal Fins
Veridian
Veridian
DecorColour, Evening
EVantage Low E Coating,
Shadow, 8mm laminated
Bronze, 6mm, VLT 38
Vision Panel, Exterior Face
Vision Panel, Exterior Face
Veridian PerformaTech (PH30Clr) Podium Curtain Wall Double Glazed
Bluestone Paver Interface 600x600,
Step Repeat, Tile
Honed
Entry Matting
External Paving, R11
Sp
an
Vis
d
n Pa ion
el
el
A
1
Powder Coated Aluminium Frame with Horizontal Transoms and Vertical Mullion Systems (Duratec Eternity, Matt Copper)
2
Oynx PV Intergrated Spandrel System Glass (See Right)
3
Vertical Sun Shading Fins (600mm depth)
4
Horizontal Sun Shading Fins (600mm width)
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 A re
re a
Onyx
PV INTEGRATED PANELS SPANDRELS ACTIVE SYSTEM
UNITISED CURTAIN WALL FACADE SYSTEM EXPLODED AXO
an sP re l
M1
1
Aluminum Powder Coated Frame
2
Bradford Fireseal Curtain Wall Batt, Rockwool 50mm (FRL -/120/120), Followed by a 12mm Air Gap in front
3
Onxy Solar 6mm Tempered Float Glass Tinted (Custom Colour)
4
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
5
2x6mm Low Iron Tempered Glass
6
Pressure cap attaches to mullion to hold PV system
System Totals U-Value SHGC External Light Reflectance
2
Transparency Peak Power Notes
4 5 6 FF1
1.6 7% 8.3%
Peak Power Production
3
FF1
1
Low 100.5w/sqm The monocrystalline PV GLA provide significant efficiency gains compared to thin film style which is fully transparent, yet still gives the appearance of a glass panel within the spandrel area
3 1 2
FF1
6
GL1
5
PC1
4 SP1
7
Example Spandrel PV Panel Oynx 8
CROWN CLADDING & FIN SYSTEM EXPLODED AXO 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)
3
Steel 'T' Angle Plates UB to WB (WR1 Finish)
4
EB transfers loads from WB and those applied to the crown structure to the Mega-Columns below
5
Concrete Mega Column (1800x1800)
6
380 PFC for fixing curtain wall bolted to welded plate connected to 800 WB (WR1 Finish)
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)
WEST FACADE SOLAR ACCESS & PROTECTION STUDIES
WR1
Vertical and horizontal fins provide significant sun shading in the west facade reducing solar heat gain
3 2 1
Spandrels Panel Area with integrated Oynx PV Panels The majority of the spandrel remains with access to sunlight and therefore energy productions from the PV panels
FIN1
8 6
PERF
9
7
2
GL1
SP1
PC1
4
FIN1 PERF
5 4
Winter Solstice 3pm, 21st June 2020 (29o)
George Avraam 833800 // Dion Tsonidis 1107529 // Jessica Broad 763042
Architectural Applied Technology
Summer Solstice 3pm, 21nd December 2020 (75o)
DESIGN DEVELOPMENT REPORT
18 / 31
EXPERIENCE
Figure 4.
View of building from the west emphasising its vertical form from the bay and its iconicness within the Melbourne skyline
Figure 5.
Atrium void space within the podium looking upwatrds trowards the tapering form
Figure 7.
Facade system with vertical and horizontal shading strategies provide solar protection as well a views to the bay through vision panels
George Avraam 833800 // Dion Tsonidis 1107529 // Jessica Broad 763042
Figure 6.
Figure 8.
Architectural Applied Technology
Vertical fins within the crown create a pointed tip along the western and southern facades, structure behind
Podium archeway off La Trobe Street intergrates with the characteristics of Melbourne's historic industrial past
DESIGN DEVELOPMENT REPORT
19 / 31
Figure 10.
The corner view emphasises the taper within the form and the extension of the vertical elements towards the sky
Figure 9.
Roof terrace area with rooftop garden spaces across the podium
Figure 11.
Views outward to the city from the office levels
George Avraam 833800 // Dion Tsonidis 1107529 // Jessica Broad 763042
Figure 12.
Architectural Applied Technology
DESIGN DEVELOPMENT REPORT
Western facade
20 / 31
1
Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY ABPL90118 Subject Coordinator: Dr Giorgio Marfella
Part 3. Detailed Design Drawings Details Produced by Jess Broad - Podium General Arrangement & Details Dion Tsonidis - Office General Arrangement & Details George Avraam - Crown General Arrangement, BMU Usage & Details
George Avraam 833800 // Dion Tsonidis 1107529 // Jessica Broad 763042
Architectural Applied Technology - Final Submission
Tutor: Mark Lam, Tutorial 05
DESIGN DEVELOPMENT REPORT
21 /31
PROPERTY BOUNDARY
ZZYZ TOWER // PODIUM
19920
LEVEL 4
R
SERVICE LANE
8000
ID VO
E OV
GL2
11920
FLOOR PLAN // GROUND FLOOR // 1:500@A1
1:50 (A1) 0
10
20
40
2780
20000
1220
LEVEL 3
GL2
LEVEL 2
7915
FIN 1
6520
GL2
4000
FULL HEIGHT SHOP FRONT GLAZING
PC2
GL2
3150
900
WEST ELEVATION // 1:50@A1 Austral Bricks, Aged Red Podium & Ground Facade Arches
FIN1
Alfrex Solid Aluminium Panel, Bronze Metallic Vertical + Horizontal Fins
PERF
SP1
PC1
0
1:50 (A1)
PC2
ISOMETRIC PERSPECTIVE // SOUTH WEST // 1:200@A1 1
2
4
Dulux Duratec Zeus, Monument Window Frame (Podium)
Concrete In Situ Cast, Core/Podium Exposed structure
Locker Group Perforated Steel Panel, PC1 Finish Mechanical Floors, Crown
Veridian DecorColour, Evening Shadow, 8mm laminated Vision Panel, Exterior Face
VP1 GL1 C1
Dulux Duratec Eternity, Matt Copper Kinetic Matt Mullions, Transoms
TL
Veridian PerformaTech (PH30Clr) Podium Curtain Wall Double Glazed
GL2
GROUND
3150
0
BR1
BR1
M1
T1
Veridian EVantage Low E Coating, Bronze, 6mm, VLT 38 Vision Panel, Exterior Face
Interface Nimbus Tobacco, Ashlar
Austral Plywoods Appearance Grade Plywood Internal Lining / Accents
Interface Step Repeat, Tile Entry Matting Onyx
Bluestone Paver 600x600, Honed External Paving, R11
WEST ELEVATION RENDER - PODIUM
MATERIALS SCHEDULE ClarkeHopkinsClarke 115 Sackville Collingwood VIC Street 03 9419 4340 3066 studio@chc.com.a www.chc.com.au u
Jessica Broad - 763042 A 1
Project Name Enter address here
Detail Sheet 2 Architectural Applied Technology
PRELIMINARY As indicated @ A1
22 / 31 Assignment 4 DR. A4.1 Project Number/A501
ZZYZ TOWER //PODIUM
BACKING ROD AND SEALANT MASONRY TIE 300
COLUMN
MASONRY SCREWS FIX GLAZING
ANGLE BRACKETRY BOLTED TO STEEL PLATE
5mm STEEL ARCH LINTEL
CUSTOM ARCHED ALUM FIN, PC2 FINISH
INSIDE
DRAINAGE GAP
OUTSIDE STEEL COVER PLATE DIRECT STRICK TO BRACKETS, PC2 FINISH HEADER COURSE EVERY 6 ROWS
CAPRAL CW150 SERIES DOUBLE GLAZED
SL92 MESH TOP AND BOTTOM WATERPROOFING MEMBRANE
C1 FINISH
10mm FLUSH GROUT, BRICK RED TO MATCH
40
T1 FINISH SET DOWN
PC2 10mm FOAM EXPANSION JOINT, SILICON FINISH
N16 BARS AT 200 CTRS
300mm BOLT EMBEDMENT, 10mm BASEPLATE
DETAIL 1 // GENERAL FACADE ELEVATION // 1:10 @ A1
1
Facade Detail_Podium 1
2
1:5 (A1)
DETAIL 2 // GENERAL FACADE SECTION // 1:5 @ A1
0 PFC DOOR HEADER SUPPLIER TO INSTALL
1 : 10
PLASTERBOARD LINING, B GRADE PLY SUBSTRATE
1840
250mm
500mm
SHOP FRONT CURTAIN WALL ABOVE
DOWNLIGHT
DOOR CONNECTION TO ROTATION MECHANISM
3
11
A500
550
340
6480
3700
C1
ROTATING MECHANISM
250
380
T1
HOTEL SIGNAGE 3000x1500mm
CANOPY
550
1250
RUBBER SEAL
1250
M1
SENSOR
2700
DB
FHR
A
INSIDE
OUTSIDE SAFETY SENSOR
B
6mm SAFETY GLASS
12mm LAM. GLASS
Hotel Entry_Elevation 1 : 50
ELEVATION // HOTEL ENTRANCE // 1:50 @ A1
4
PLAN // HOTEL ENTRANCE // 1:100 @ A1
-
SUPPORT CHAIR
SOLID MASONRY WALL HEADERS EVERY 6 COURSES
BOX GUTTER FALL 3o
PC2 TO ALUM. COVER PLATE, DIRECT STICK
10mm STEEL THRESHOLD PLATE AT CENTRAL AXIS, PC2 FINISH M1 DIRECT STICK TO SLAB
ANCHOR PLATE
FALL 3o
T1 EXTERNAL
M1
FLUSH GROUT TO FACE
300
RECEPTION ATRIUM
SCREED FALL 2o
COPING COVER
LAMILUX CI SYSTEM PR60 DOUBLE GLAZED
4
DETAILDoor 3 //Head REVOLVING Revolving DOOR HEAD // 1:5 @ A1 10 Section 1 :35
APRON FLASHING TO BOX GUTTER
PACKERS FIXED TO PLY SUPPORT CREATE GUTTER FALL
---
3
150
9
5
SUSPENDED GROUND FLOOR SLAB 32MPA 600
7530
DIRECT STICK ALUMINIUM COVER PLATE TO FIXINGS, PC2 FINISH
STEEL CLEAT PLATE WELDED TO COLUMN, 1200CTS
OUTSIDE
ALUM. ANGLE BRACKETS FIXED TO STEEL SUPPORT PLATE
EDGE BEAM BEHIND SHOWN DASHED
160mm EXPANSION BOLT FIX REVOLVING DOOR TRACK TO SLAB
BEAM 25MPA CONCRETE
5mm STEEL ARCH LINTEL
N16 AT 200CTS
EB1
50
INSIDE 100mm SET DOWN
Atrium Section
SECTION // HOTEL ATRIUM // 1:50 @7A1 6 1 : 50
1:50 (A1) 0
1
2 ClarkeHopkinsClarke 4 115 Sackville Collingwood VIC Street 03 9419 4340 3066 studio@chc.com.a www.chc.com.au u
Jessica Broad - 763042 A 1
Project Name Enter address here
Revolving Door DETAIL 5 //Floor REVOLVING 1 11 Connection 1 : 5 DOOR FIXING // 1:5 @ A1 5
DETAILDETAIL 4 // ATRIUM BOX BOX GUTTER 1 : 10
4
GUTTER DETAIL // 1:5 @ A1
Detail Sheet 1 Architectural Applied Technology
PRELIMINARY As indicated @ A1
23 / 31 Assignment 4 DR. A4.2 Project Number/A500
ZZYZ TOWER //OFFICE C
D 11
1350
1350
1350
1350
1350
1350
1260
120000
V1
V1
V1
V1
90
1260
V1
V1
820
Level 28 - Offices
10
S1
S1
S1
S1
S1
AIR INTAKE DUCT WITH VERMIN MESH
800
S1
CU RT AIN
LEVEL 26 OFFICE
DOUBLE GLAZED LAMINATED VISION PANEL LOW E FINISH
2280
WA
LL
UN IT
4000
BLIND PELMET
6 A4.2
ALUMINUM FIN 1600D 116000
V1
V1
V1
V1
V1
V1
CURTAIN WALL FIXING PLATE TO EDGE BEAM FIRE STOP
920
Level 27 - Offices
S1
S1
S1
S1
NON-COMBUSTABLE POLYURETHAND THERMAL INSULATION
S1 410
S1
ALUMINUM HORIZONTAL FINS(PC1 - LOCKER GROUP) FINISH
PERFORATED STEEL PANEL (PC1 - LOCKER GROUP) FINISH
2670
HORIZONTAL FIN
VERTICAL FIN
LEVEL 26 MECHANICAL
8000
PFC SUPPORTING BRACKET
920
2
S1
S1
S1
S1
S1 410
S1
A4.2
CHEVRON HORIZONTAL LOUVRES (PC1 - LOCKER GROUP) FINISH 2670
PERFORATED STEEL PANEL
STEEL OUTRIGGER GALVANISED FINISH
Level 26 - Mechanical
CS 12097 DRAINABLE LOUVRES (PC1) FINISH
108000
7
920
PV SPANDREL PANEL, VERIDIAN DECORCOLOUR EXTERIOR
S1
S1
S1
S1
S1
S1
A4.2
AIR INTAKE 800
CS 12097 DRAINABLE LOUVRES (PC1) FINISH
4000
AIR OUT
5
2280
DOUBLE GLAZED VISION PANEL (LOW E TINT EXTERIOR) REFER MATERIAL SCHEDULE
LEVEL 25 OFFICE
A4.2
ALUMINUM MULLION (ALFREX BRONZE METALLIC) FINISH V1
V1
104000
V1
V1
V1
V1
FLOOR DIFFUSER (GRILLE COVERING)
SPANDREL PANEL WITH INTEGRATED ONYX PV MONOCRYSTALLINE GLASS 635 X 1245MM
920
Level 25 - Offices
S1
S1
S1
S1
S1
S1
FINELINE ACOUSTIC SUSPENDED CEILING
3 A4.1
WEST ELEVATION DETAIL
2
SCALE 1:50
A4.1
1350
1350
1350
1350
SCALE 1:50
1
Powder Coated Aluminium Frame with Horizontal Transoms and Vertical Mullion Systems (Duratec Eternity, Matt Copper)
2
Oynx PV Intergrated Spandrel System Glass (See Right)
3
Vertical Sun Shading Fins (600mm depth)
4
Horizontal Sun Shading Fins (600mm width)
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
1350
1350
1350
WEST SECTION DETAIL
3
2
4
1
A4.2
A4.2
6
EXPOSED CONCRETE COLUMNS
350
L-BRACKET FLOOR CONNECTION
280 100 340
5
NON-COMBUSTABLE POLYURETHAND THERMAL INSULATION SP1 WITH INTERGRATED ONYX MONOCRYSTALINE PV GLASS
2700
1
4
7 8
2700
EXTRUDED ALUMINUM UNIT
1 A4.1
PLAN DETAIL
3
SCALE 1:50
SOUTH WEST ISOMETRIC
A4.1
1:50 (A1) 0
1
2 ClarkeHopkinsClarke 115 Sackville Collingwood VIC Street 03 9419 4340 3066 studio@chc.com.a w u ww.chc.com.au
Dion Tsonidis 1107529 A 1
4
Project Name Enter address here
FACADE GENERAL ARRANGEMENT Architectural Applied Technology
1 : 50 @ A1
PRELIMINARY
24 / 31 Assignment 4 DR. A4.1 Project Number/A4.1
ZZYZ TOWER // OFFICE 230
340
220
FLOOR DIFFUSER (GRILLE COVERING)
CARPET INTERFACE NIMBUS TOBACCO ASHLAR REBATE IN SLAB TO CONCEAL BRACKET BACKFILLED WITH GROUT
STUD WALL COVERING SMOKE FLASHING 20
150
HOOK ON BRACKET PVC PACKER
310
40
310
40
310
20
CARPET INTERFACE NIMBUS TOBACCO ASHLAR 120MM POST TENSIONED BONDEX SLAB
160
20
M10 BOLT (M12 JACKING BOLT WITH LOCK NUT FOR VERTUCAL ADJUSTMENT)
CAST-IN UNISTRUT CHANNEL FIRE STOP 360
CAST-IN INSERT - 150MM LONG WITH 2 ANCHORS PRIMARY POST TENSION BAND BEAM
FULLY SEALED ALUMINUM INSULATION FRAMING NON-COMBUSTABLE POLYURETHAND THERMAL INSULATION (CFC-FREE)
50
GRID LOAD TRANSFER BRACKET
VAPOR BARRIER 1060
SPANDREL PANEL WITH INTEGRATED ONYX PV MONOCRYSTALLINE GLASS 635 X 1245MM
SUSPENSION HANGER BRACKET
SUSPENSION HANGER WIRE 540
INTERMEDIATE MULLION FOR SPANDREL AND LOUVRE
SECONDARY CONC. BEAM 120MM X
OPERABLE BLANKING PLATE
LIGHTING FIXTURE ( SEE MANAFACTURER DETAILS)
AIR INTAKE DUCT WITH VERMIN MESH
CS 12097 DRAINABLE LOUVRES (FIXED) AIR OUTAKE FOR NIGHT PURGING INTERMEDIATE MULLION FOR LOUVRE TO LOURVE
80
SECONDARY CONC. BEAM 120MM X ACM7 WALL ATTACHMENT CLIP T-BAR 15MM
BOLT FIXED TO ALUMINMUM LOUVRE AND FRAME
ATTATCH SCREW THROUGH FASTNER OPENING
CS 12097 DRAINABLE LOUVRES (FIXED) AIR INTAKE
T-PROFILE SUSPENSION CLIP
MACHINE BOLT SS. WITH NLYOC PATCH
HORIZONTAL ALUMINUM FIN FIXED TO MULLION WITH ALUMINUM BRACKET
6 A4.2
BLIND PELMET (FIXED)
6 A4.2
SECTION DETAIL - SUSPENDED CEILING SCALE 1:10
SECTION DETAIL - TYPICAL OFFICE (LEVEL 27) SCALE 1:10 110
90
AIR GAP (DEPENDANT ON TAPER) MALE MULLION
90
CS 12097 DRAINABLE LOUVRES (FIXED) AIR INTAKE
MACHINE BOLT SS. WITH NLYOC PATCH
EXTRUDED ALUMINUM ANCHOR BRACKET
90
CHEVRON HORIZONTAL LOUVRES (PC1 - LOCKER GROUP) FINISH
A4.2
510
100
DRAINAGE SLIP
110
RAIN SCREEN SEALS
90
EXTRUDED ALUMINUM ANCHOR TEE BRACKET
90
10
AIR SEAL SEALED WITH STRUCTURAL SILOCNE
40 30
90
90
SPANDREL PANEL WITH INTEGRATED ONYX PV MONOCRYSTALLINE GLASS 635 X 1245MM
90
DRAINED CAVITY
150
FEMALE MULLION
VAPOR BARRIER
2
150
INSIDE
STAINLESS STEEL ALIGNMENT PIN
SECTION DETAIL - INTERMEDIATE MULLION (LEVEL 26)
OUTSIDE
SCALE 1:10 CHEVRON HORIZONTAL LOUVRES (PC1 - LOCKER GROUP) FINISH 90
230
150
150
560
4
300
A4.2
PLAN DETAIL - HORIZONTAL LOUVRES SCALE 1:10
ALUMINUM FRAMING FOR PERF. PANELS PERFORATED STEEL UNIT (PC1 - LOCKER GROUP) FINISH
SILL TRANSOM INSIDE
PERFORATE PANELS LOCK FASTNENER
320
PERFORATE PANELS STARTER SUPPORT RAIL
EXTRUDED ALUMINUM PRIMARY FLOOR ANGLE BRACKET
EDGE BEAM
M16 VERTICAL ADJUSTMENT BOLT
60
90
CONCRETE HOBB FOR INTERNAL LOUVRE SYSTEM
200
170
SMOKE FLASHINF FOR MECH. FLOOR
REBATE IN SLAB TO CONCEAL BRACKET BACKFILLED WITH GROUT
60
260
80
INTERFACE NIMBUS (TOBACCO, ASHLAR) FFL
TYPICAL STACK JOINT
EXTRUDED 80
JACKING BOLT WITH M12 LOCK AND NUT
110
PRESSURE EQUALISER CHAMBER 1010
HOOK ON BRACKET FIXED WITH M12 BOLTS AND SCREW TO MULLION
30
STEEL OUTRIGGER GALVANISED FINISH
60
AIR GAP
90
HORIZONTAL FIN DRAINAGE SLIP
120MM POST TENSIONED BONDEX SLAB
240
0 39
M10 BOLT 3-WAY CLIP ALUMINUM FIN
FINELINE ACOUSTIC FRAME USED TO SUPPORT AIR DUCT
HORIZONTAL FIN BELOW
200
90
SETTING BLOCK SET IN SILICONE
100
MULLION CAVITY TO BE USED FOR LOUVRE CONNECTION
OUTSIDE
INTERMEDIATE MULLION TO BE SET IN SILICONE
1 A4.2
SCALE 1:10
90
320
MEGA COLUMN EXPOSED FINISH
PLAN DETAIL - SPANDREL
30
7 A4.2
170
250
SECTION DETAIL - TYPICAL MECH. FLOOR (LVL 26) SCALE 1:10
1:10 (A1) 0
1
2 ClarkeHopkinsClarke 115 Sackville Collingwood VIC Street 03 9419 4340 3066 studio@chc.com.a www.chc.com.au u
Dion Tsonidis 1107529 A 1
4
Project Name Enter address here
FACADE DETAILS Architectural Applied Technology
1 : 10 @ A1
PRELIMINARY
25 / 31 Assignment 4 DR. A4.2 Project Number/A4.2
ZZYZ TOWER // CROWN PC1 PERF
FIN1
Locker Group Perforated Aluminium Panel, PC1 Finish
SP1
Alfrex Solid Aluminium Panel Powder Coated, Bronze Metallic Vertical + Horizontal Fins Crown
Veridian DecorColour, Evening Shadow, 8mm laminated Spandral Panel, Exterior Face
VP1
GL1
Veridian EVantage Low E Coating, Bronze, 6mm, VLT 38 Vision Panel, Exterior Face
BMU SPECIFICATIONS
WR1
Dulux Duratec Eternity, Matt Copper Kinetic Matt Mullions, Transoms
DULUX MIO MID GREY C21 Acrylic Latex Paint Weather Shield Gloss for C4 High Corrosivity Environments Concrete In Situ Cast, Core/ Podium/Crown/Top Floor Mech Room
NOTE: ALL EXPOSED STEEL MEMBERS ARE TO BE COATED AS PER AS/NZS 2312:2014. UNDER CATEGORY C4 HIGH CORROSIVITY AS THE LOCATION OF THE BUILDING NEAR THE BAY.
QUADRUPLE TELESCOPIC BMU
Micacerous Iron Oxide gives grey shiny appearance
CURTAIN WALL EXTENDS FROM
SPEC
FACADE TO CROWN REGION
COMPANY: AXIS MODEL: T13F-22
WR1
Weight Safeworking Load Glass Replacement Unit Load Jib Type
26700 kg 240 kg 750 kg Quadruple Telescopic Jib
Rope Wire DIA
8mm
Outreach
25000 max
WR1
PRIMARY STRUCTURAL COLUMNS 810 WB
STRUCTURAL CROSS BRACING
SUPPORTS EXTERNAL COLUMNS BMU GRAFTING PLATFORM & MAINTENANCE
Platform Spec Length Width Height
3000mm 700mm 1200mm
BMU TRACKS AROUND PERIMETER OF CORE
Electronics Main Control Box Cradle Box Cable Length
Yes Yes 20m with power supply unit situated
WR1
SECONDARY BEAMS 610 UB
PLANT ROOM ON ROOF HIDDEN BEHIND
FIN1
PERF
SCREENING
EXTERNAL ALUMINIUM CROWN
FINS CONNECTED TO MULLION
PC1
EXTERNAL VERTICAL ALUMINIUM SHADING
FINS TO MULLION PROFILES IN CW SYSTEM
AXO A4.0
PERF
AXO NORTH EAST NTS
PERFORATED ALUMINIUM AROUND PERIMETER OF CROWN CW SYSTEM TO A HEIGHT OF 15m.
VP1 SP1
TINTED LOW IRON
AS A PART OF CURTAIN WALL SYSTEM
TEMEPRED GLASS WITH OYNX PV SPANDREL SYSTEM
AXO A4.0
AXO A4.0
AXO SOUTH WEST NTS
George Avraam 833800
Architectural Applied Technology
AXO NORTH WEST NTS
Assignment 4 DR. A4.0
26 / 31
PRODUCED BY AN AUTODESK STUDENT VERSION LUFFING & USAGE
PARKING POSITION
NOTE: ALL EXPOSED STEEL MEMBERS ARE TO BE COATED AS PER AS/NZS 2312:2014 SPECIFYING THE PROTECTION OF STEEL AGAINST ATMOSPHERIC CORROSION BY THE USE OF PROTECTIVE COATINGS
05 A4.2
MOVEMENT & OTHER FACADES
CUSTOM JOINERY CAPPING. ANODIZED SPEC. SAME AS FIN1 FINS ON NORTHERN FACADE HIDE BMU FROM VIEW
24840
DYNAMIC COUNTERWEIGHT KEEP ROOF CAR IN BALANCE
UNDERCARRIAGE ALONG TRACKS ALLOWS ACCESS TO EACH FACADE
TELESCOPIC COLUMN TO ALLOW GREAT VERTICAL REACH
MAINTENANCE PLATFORM BELOW BMU GONDALA CAN BE PARKED ON PERIMETER TRACK OR UPON MAINTENANCE PLATFORM
1670
ACCESS TO OTHER FACADE FACES
LUFFING POSITION ALLOWS TRANSPORT OF CRADLE OVER THE CROWN FIN
BMU PARKING POSITION BEHIND FINS ON THE NORTHERN FACADE
800 WB 146 STEEL MEMBER CHAMFERED AT TIP TO CREATE ANGLED APPEARANCE AS PER STRUCTURAL ENG. SPECIFICATIONS
LUFFING BALANCER TO KEEP GONDOLA STEADY AND USER COMFORT
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
WIRELESS PLC CONTROL (PROGRAMMABLE LOGIC CONTROL)
LADDER ACCESS TO BMU
12600
BMU TRACK ACCESS AROUND THE PERIMETER OF CORE
4460
02 A4.1
01 A4.1
CROWN BMU USAGE 1:400 0 8
20
36m
565
02 A4.1 06 AXIS MODEL T147 F-22 QUADRUPLE TELESCOPIC BMU ON RAIL SYSTEM AROUND THE PERIMETER OF THE CROWN
4000
A4.2
BMU POWER SUPPLY SYSTEM WITH WEATHER PROOF SOCKET FIXED TO GRAFTING PLATFORMS
1350
PRODUCED BY AN AUTODESK STUDENT VERSION
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.
2980
BMU MAINTENANCE & PARKING POSITION PLATFORM MIN 500MM FOR WORKS & REPAIRS EYELETS FOR SAFETY CABLES AND BMU RESTRAINT FOR PARKING POSITON
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
10 A4.2
VERSIPAVE 40P - PAVER SUPPORT UNITS WITH WIND UPLIFT PLATE AND CONCRETE TILES
07 A4.2 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
ANGLED BRACKET CONNECTED TO PFC ANGLED TO ACCOMODATE 135° ANGLE
TRAVERSE STIFFENER PLATES AS PER STRUCTURAL ENG. SPECIFICAITIONS
03 A4.1
CROWN GENERAL PLAN SOUTH EAST CORNER 1:50 0 1000 2000 4000mm
610 UB 125 AS PER STRUCTURAL ENG. SPECIFICAITIONS
PERF 1 PANELS FIXED TO ALUMINUM EXTRUDED CURTAIN WALL
FIN 1 1350MM CTR 45° ANGLE EXTRUDED ALUMINUM PROFILE ATTACHED TO MULLION
600X600MM CONCRETE COLUMN CONNECTED TO CORE
ALUMINIUM ANODIZED MALE + FEMALE SHADE BRACKET CLIP CLIPPED INSIDE & FIXED TO MULLION SPEC COATING AS FIN 1
08 A4.2
PLANT ROOM ROOF
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
380 PFC WITH CURTAIN WALL BRACKET CONNECTION COATED AS PER AS/NZS 2312:2014
FIN 1 1350MM CTR 45 DEGREE ANGLE EXTRUDED ALUMINUM PROFILE
09 A4.2
PERF 1 PANELS FIXED TO ALUMINUM EXTRUDED CURTAIN WALL
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 REMOVABLE SHALLOW BUCKET 75MM PVC PIPE IN CEILING TO CORE
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
CROWN GENERAL ARRANGEMENT SECTION 1:50 0 1000 2000 4000mm
PRODUCED BY AN AUTODESK STUDENT VERSION
02 A4.1
04 A4.1
ELEVATION SOUTH EAST CORNER 1:50 0 1000 2000 4000mm
PRODUCED BY AN AUTODESK STUDENT VERSION
George Avraam 833800
Architectural Applied Technology
Assignment 4 DR. A4.1
27 / 31
PRODUCED BY AN AUTODESK STUDENT VERSION
NOTE: ALL EXPOSED STEEL MEMBERS ARE TO BE COATED AS PER AS/NZS 2312:2014
M12 JACKING BOLT WITH LOCK NUT FOR VERTICAL ADJUSTMENT
37°
SPECIFYING THE PROTECTION OF STEEL AGAINST ATMOSPHERIC CORROSION BY THE USE OF PROTECTIVE COATINGS
380 PFC WELDED TO 800 WB
AIR SEAL
RAIN SCREEN SEAL
800 WB 168 AS PER STRUCTURAL ENG. SPECIFICATION
580
BACKING ROD WITH STRUCTURAL SEALANT RHINO PRIMER 241 ISO-PART
FIX PFC TO 4MM WELDED PLATE
FLIPPER GASKET TO ALLOW FOR PEC 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
WELD PLATE TO WB
ALUMINIUM ANODIZED MALE SHADE BRACKET CLIP CLIPPED INSIDE & FIXED TO MULLION WITH STRUCTURAL RIVETS
HOOKON BRACKET
M12 BOLTS FIXING FOR CW , EXTRUDED THROUGH TO STIFFENER PLATE INSIDE OF MULLION
ALUMINIUM ANODIZED FEMALE SHADE BRACKET CLIP CLIPPED INSIDE & FIXED TO MULLION WITH STRUCTURAL RIVETS
405
PRIMARY FLOOR CW ANGLED BRACKET, EXTRUDED ALUMINIUM WITH SLOTTED HOLES AND SERRATED PROFILE PAINTED WITH BITUMINOUS PAINT WITH PACKER BELOW
CUSTOM 45° FIN ANGLE SUPPORT PLATE 12MM THICK, STAINLESS STEEL FIXED TO ALUMINIUM MULLION
37°
ANCHOR BOLTS M16 WITH SPRING WASHER LOCKED WITH ALUMINIUM SERRATED WASHER AT THE INTERFACE WITH FLOOR BRACKET
@
LA R G ES T
PO IN T
FIN 1 42MM EXTRUDED PROFILE ALUMINUM FIN @45° BOLTED TO SUPPORT ANGLE
D IM
VA R IE S
13
00
ALUMINIUM ANODIZED FEMALE SHADE BRACKET CLIP CLIPPED INSIDE & FIXED TO MULLION WITH STRUCTURAL RIVETS (REF PLAN DETAIL #2) 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
06 A4.2 380 PFC WITH PLATE CONNECTION TO WB AS PER STRUCTURAL ENG. SPECIFICATIONS
TYPICAL CROWN FIN PLAN 1:5
PERF 3MM ANODIZED PERFORATED ALUMINIUM SCREEN RIVETED& BUTT JOINED
PRIMARY FLOOR CW ANGLED BRACKET, SERRATED PROFILE PAINTED WITH BITUMINOUS PAINT ANGLED TO 135° FOR CORNER PROFILE
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 BACKING ROD WITH STRUCTURAL SEALANT RHINO PRIMER 241 ISO-PART 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
ANCHOR PLATE WITH BOLTED TO MULLION PROFILE
PRODUCED BY AN AUTODESK STUDENT VERSION
CROWN TIP 1:10 0 200
400
07 A4.2
800mm
CROWN FIN CORNER PLAN 1:5
0
100
200
400mm
BRACKET CONNECTION OF TRANSOM TO ALUMINUM CHANNEL FOR ANODIZED ALUMINUM SCREEN PC PERFORATED ALUMINUM SCREEN
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 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
ALUMINIUM ANODIZED FEMALE SHADE BRACKET CLIP CLIPPED INSIDE & FIXED TO MULLION WITH STRUCTURAL RIVETS (REF PLAN DETAIL #2)
30MMX30MM CONTINUOUS ALUMINIUM EA 11x55MM RYNO ALUMINIUM TERMINATION BAR (K-FLASHING)
FALL MIN 2°
30
7.5X35MM CONCRETE ANCHOR SCREW FIXING METAL FLASHING CUSTOM ALU CLIP ON EXTRUSION TO ACCOMMODATE TAPER , ALIGNS CW STRAIGHT FOR CROWN
800 WB 146 STEEL MEMBER AS PER STRUCTURAL ENG. SPECIFICATIONS
STIFFENING PLATE INSIDE MULLION
PRODUCED BY AN AUTODESK STUDENT VERSION
800 WB 146 STEEL MEMBER CHAMFERED AT TIP TO CREATE ANGLED APPEARANCE AS PER STRUCTURAL ENG. SPECIFICATIONS
05 A4.2
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
1300
10 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
WELD PLATE TO 800 WB
PHOTOVOLTAIC SPANDREL PANEL OVERSIZED EB TO CARRY LOADS FROM WB FOR TOP CROWN LEVEL ONLY AS PER STRUCTURAL ENG. SPECIFICATIONS FIRE STOP
FIN1 18MM ANODIZED ALUMINUM FIN @45° FIXED TO FIN ANGLE SUPPORT PLATE 12MM THICK
40X22MM CURTAIN WALL ANCHOR CHANNEL WITH M16 T BOLT CONNECTION (60 MM DEPTH INTO EDGEBEAM) 159MMX70MM EDGE OF SLAB 'L' CURTAIN WALL BRACKET FIXED TO THE UNDERSIDE OF EB (TOP FLOOR ONLY)
GALV 380 PFC CONNECTED TO PLATE WELDED TO WB
08 A4.2
09 A4.2
MULLION TO STRUCTURE 1:5
PARAPET DETAIL 1:10
BMU POWER SUPPLY UNIT AND WEATHER PROOF COVER 3PH, 318 415 VOLTS , CONTROL VOLTAGE 24V 54X54MMX1000M GUARD RAIL WITH EYELETS FOR SAFETY CABLE
INTERMEDIATE ROOF ANCHORS PROVIDES HORIZONTAL LIFELINE FALL PROTECTION SINGLE CABLE CONNECTED TO TENSIONERS AT ENDS ATTACHED TO ROOF DECK
100MM GALVANISED ALUMINIUM TOE PLATE H SECTION
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
FILL BOTTOM WITH RESIN STIFFENER
500
50MM DEEP PROTRUDED GRATING GRATING FIXINGS HOLD DOWN CLIP ASSEMBLY. DRILL HOLE INTO SUPPORTING BEAM, RETAINER CLIP HOLD DOWN CLIP AND SOCKET HD BOLT FIXING
10MM SYNTHETIC ELASTOMER SEPERATOR WITH SEALING PLATE BELOW TO ALLOW FLEXING & EXPANSION IN THE RAIL, REDUCE NOISE & VIBRATION, SPREAD LOADS TO SEALING PLATE
100 PFC SUPPORTING GRATING ABOVE MAXIMUM 3MM GAP BETWEEN TRACK JOINTS
M16 BOLTS GALV CONNECTED TO SEALING PLATE ANCHOR FLANGE TO SUPPORT LATERAL PRESSURE & RESISTANCE BY GUIDE ROLLERS
FISH PLATE 230X30X10MM CONNECTS RAIL JOINTS USING STAINLESS STEEL M12X25 BOLTS NYLON WEBBED SAFETY MESH HOOKED TO SECONDARY STRUCTURE
2035
BMU MAINTENANCE & PARKING POSITION PLATFORM MIN 500MM FOR WORKS & REPAIRS
SAFETY GUARD ASSEMBLY FIXED TO FACE OF PFC RIGHT + LEFT L ANGLE 12.7MM THICKNESS
BMU RESTRAINT STAINLESS STEEL FOR PARKING POSITION OF CRADLE
10MM WEB STIFFENERS
PLATE WELDED TO PRIMARY BEAM AND BOLTED TO STRUCTURE AS PER STRUCTURAL ENG.DRAWINGS & SPECIFICATIONS ALUMINIUM SAFETY CAGE
SERRATED ALUMINIUM RUNG & ALUMINIUM SIDE RAIL CHANNEL
800 WB 168 (SITUATED BEHIND) AS PER STRUCTURAL ENG.DRAWINGS & SPECIFICATIONS
610 UB 125 AS PER STRUCTURAL ENG.DRAWINGS & SPECIFICATIONS
BMU TRACK 1:10
George Avraam 833800
10MM THICKNESS L BRACKET FIXED TO CONCRETE COL. WITH DYNABOLT CONCRETE ANCHOR
PRODUCED BY AN AUTODESK STUDENT VERSION
10 A4.2
600X600 REINFORCED CONCRETE COLUMN CONNECTED TO CORE STRUCTURE BELOW
Architectural Applied Technology
Assignment 4 DR. A4.2
28 / 31
1
Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY ABPL90118 Subject Coordinator: Dr Giorgio Marfella
APPENDIX APPENDIX A - Full Breakdown of Floor Level Calculations
George Avraam 833800 // Dion Tsonidis 1107529 // Jessica Broad 763042
Architectural Applied Technology - Final Submission
Tutor: Mark Lam, Tutorial 05
DESIGN DEVELOPMENT REPORT
29 /31
APPENDIX A - Floor Level Calculations TYPE Basement Basement Basement Podium Podium Podium Podium Podium Podium Mechanical Offices Offices Offices Offices Offices Offices Offices Offices Offices Offices Offices Offices Offices Offices Offices Offices Offices Offices Offices Mechanical Offices Offices Offices Offices Offices Offices Sky Lobby Hotel Facilities Hotel Facilities Hotel Hotel Hotel Hotel Hotel Hotel Hotel Hotel Hotel Hotel Mechanical Hotel Hotel Hotel Hotel Mechanical Crown TOTALS OFFICE GFA&NLA HOTEL GFA&NLA
LEVEL
‐3 ‐2 ‐1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51
GFA
NLA
1459 1485 1491 1517 1544 1571 1599 1654 1682 1711 1739 1768 1797 1827 1856 1886 1916 1947 1977 2008 1991 1975 1958 1942 1926 1909 1893 1861 1845 1829 1813 1798 1782 1766 1751 1735 1720 1705 1689 1674 1659 1644 1629 1614 1599 1584 1570 1541 1526 1512 1497 1491 89867 48314 29437
George Avraam 833800 // Dion Tsonidis 1107529 // Jessica Broad 763042
NA
NA
NA
NA
REV 1
1036 1166 1171 1198 1225 1252 1332 1360 1388 1417 1446 1475 1504 1534 1563 1594 1624 1654 1685 1669 1652 1636 1619 1603 1587 1604 1588 1572 1556 1540 1525 1509 1623 1607 1592 1576 1561 1546 1531 1516 1501 1486 1471 1456 1412 1398 1383 1369
64262 38726 20797
Architectural Applied Technology
FL TO FL HT.
4000 4000 4000 4000 4000 4000 8000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 8000 4000 4000 4000 4000 4000 4000 4000 4000 4000 3800 3800 3800 3800 3800 3800 3800 3800 3800 3800 7600 3800 3800 3800 3800 7600 34000 254400
EFFICIENCY
CORE AREAS GROUND LOW MED 71% HIGH 79% SKY LOBBY 79% SKY RISE 79% 79% 80% 80% 81% 81% 81% 82% 82% 82% 83% 83% 83% 83% 84% 84% 84% 84% 84% 83% 83% 83%
423.46 319.16 322.7 257.2 200.05 128.29
21.21
86% 86% 86% 86% 86% 86% 85% 93% 93% 93% 92% 92% 92% 92% 92% 92% 92% 92% 92% 92% 92% 92% 91%
87% 83% 92%
DESIGN DEVELOPMENT REPORT
30 / 31
1
Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY ABPL90118 Subject Coordinator: Dr Giorgio Marfella
JESS BROAD 763042 GEORGE AVRAAM 833800 DION TSONIDIS 1107529 TUTOR: MARK LAM, TUTORIAL 05
George Avraam 833800 // Dion Tsonidis 1107529 // Jessica Broad 763042
Architectural Applied Technology - Final Submission
Tutor: Mark Lam, Tutorial 05
DESIGN DEVELOPMENT REPORT
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