SITE PLAN GLASS PODIUM LOBBY SERVICES PARK ENTRY DELIVERIES
EXHIBITION STREET
LA TROBE STREET
LITTLE LONSDALE STREET
DESIGN SKETCH
MORETON
BAY FIG TREE SCALE 1:2000
Moreton Bay Fig tree at the nearby Carlton Gardens was an important venue for many Aboriginal people throughout Victoria . The site hosts many community leaders that spoke of justice and rights for the people .
PRECEDENCE Early design sketch, establish the structural expressionism of the design making a statement of its role as a strong presence as a Melbourne landmark. The podium is intended to be light but intricate in structure with high tech material and sophistication in its design.
One Thousand Museum, the Zaha Hadid-designed skyscraper in downtown Miami, has a sculptural exoskeleton structure which defines its design identity as well as the structural system chosen for the construction.
48
m
52
m
24
m
20
m
Chamfer
360째
320째
350m
270째
90째
16
20m
.8
m
30
.7
m
Optimization of space in accordance with regulations and setback requirements
Progressive tapering of tower to decrease lateral loads at upper half
Quantification of vistas at each section of the program (in degrees)
SUBJECT
TUTORIAL
GROUP MEMBERS
SITE ADDRESS
SCALE
PAGE No.
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY SEMESTER 1, 2017
TUTORIAL 17 ROBERT DEMELIS
RIZAL AMBOTANG 641233 MARC FRIESS 657660 PHILIP SKEWES 524591
308 EXHIBITION STREET, MELBOURNE
SITE PLAN : 1:2000
1 of 6
STACKING STRATEGY SECTION
A
50890.4
STEEL BLADES
STEEL TRUSS TOWER CAP FRAMING
TYPICAL PLANS WITH LIFT PROGRAM
CROWN
A
241760
Floor 33
158600
Floor 32
154640
Floor 31
150680
Floor 30
146720
Floor 29
142760
Floor 28
138800
Floor 27
134840
Floor 26
130880
Floor 25
126920
Floor 24
122960
Floor 23
119000
Floor 22
115040
MECHANICAL FLOOR Floor 21
107120
Floor 20
103160
Floor 19
99200
Floor 18
95240
Floor 17
91280
Floor 16
87320
Floor 15
83360
Floor 14
79400
Floor 13
75440
Floor 12
71480
Floor 11
67520
Floor 10
63560
Floor 9
59600
Floor 8
55640
Floor 7
51680
Floor 6
47720
Floor 5
43760
Floor 4
39800
Floor 3
35840
Floor 2
31880
Floor 1
27920
MECHANICAL FLOOR
3960 3960 3960 3960 3960 3960 3960 7920 3960 3960 3960 3960 3960
MID - RISE TYPICAL PLAN AVERAGE FLOOR: GFA - 2495.8m2 NLA - 2015.9m2 NLA/GFA = 80.8%
COMPOSITE MEGA COLUMN
REINFORCED CONCRETE SHEAR WALL WITH PUNCHED OPENINGS
LOW - RISE TYPICAL PLAN AVERAGE FLOOR: GFA - 2495.8m2 NLA - 2015.9m2 NLA/GFA = 80.8% OUTRIGGER TRUSSES
STEEL OUTRIGGER TRUSSES
MEGA COLUMN TO MEGA DIAGONAL
GROUND PLAN GFA - 2495.8m2 NLA - 2015.9m2 NLA/GFA = 80.8%
MEGA BRACE
MEGA COLUMN TO MEGA DIAGONALS
CONCRETE SHEAR WALL CORE
LEGEND
SPACE FRAME GLASS ROOF
SPACE FRAME SUPPORT STEEL RODS
OUTRIGGER TRUSSES
OUTRIGGER TRUSSES
20000
2020
PODIUM 3
3960
162560
3960
Floor 34
3960
166520
3960
Floor 35
3960
170480
3960
Floor 36
3960
174440
3960
Floor 37
3960
178400
3960
Floor 38
3960
182360
3960
Floor 39
3960
186320
3960
Floor 40
3960
190280
7920
Floor 41
3960
194240
3960
Floor 42
3960
MECHANICAL FLOOR
HIGH - RISE TYPICAL PLAN AVERAGE FLOOR: GFA - 2457.4m2 NLA - 1977.4m2 NLA/GFA = 80.5%
OUTRIGGERS WITH STEEL TRUSS BELT
OUTRIGGERS WITH TRUSS BELT
3960
202160
3960
Floor 43
3960
206120
3960
Floor 44
3960
210080
3960
Floor 45
3960
214040
3960
Floor 46
3960
218000
3960
Floor 47
3960
221960
3960
Floor 48
3960
225920
DOUBLE LAYER SPACE FRAME WITH TESSELATED GLASS ROOF
6000
.5
14000
PODIUM 1
8000
NORTH ATRIUM
-11880
Basement 04
-15840
3960
Basement 03
3960
-7920
22 - 41
MEDIUM - RISE
10 - 20
LOW - RISE
G1 - 08
LIFT SKY - RISE
B4 - G | 43 - 50
LIFT HIGH - RISE
B4 - G | 22 - 41
LIFT MEDIUM - RISE
B4 - G | 11 - 20
LIFT LOW - RISE
B4 - G | 01 - 10
ALL LIFTS ACCESSIBLE
B4 - G
A - A'
4 STOREY PARKING BASEMENT
3960
Basement 02
HIGH - RISE
3960
-3960
43 - 50
FIRE STAIRS & SERVICE LIFT
WEST ATRIUM
GROUND FLOOR Basement 01
16700
6000
1840.0
PODIUM 2
SKY - RISE
3960
Floor 49
3960
229880
3960
Floor 50
3960
233840
7920
Floor 51
3960
7920
SKY - RISE TYPICAL PLAN AVERAGE FLOOR: GFA - 2324.7m2 NLA - 1844.8m2 NLA/GFA = 79.3%
SUBJECT
TUTORIAL
GROUP MEMBERS
SITE ADDRESS
SCALE
PAGE No.
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY SEMESTER 1, 2017
TUTORIAL 17 ROBERT DEMELIS
RIZAL AMBOTANG 641233 MARC FRIESS 657660 PHILIP SKEWES 524591
308 EXHIBITION STREET, MELBOURNE
SECTION 1:800
2 of 6
TYPICAL FLOORPLANS 93170 56010 27000
1
2
4
5
6
7
8
9
10
11
12
13
14
15
B E
D
LINE OF PODIUM SPACE FRAME OVERHEAD
C
F G
RECEPTION & SECURITY
H
H
RECEPTION & SECURITY
46900 J I 18901
MEGA COLUMN 2700mm x 2700mm CORE SHEAR WALLS LOWER FLOORS 500mm MID - RISE FLOORS 450mm HIGH - RISE 300mm CORE SHEAR WALLS LOWER FLOORS 500mm MID - RISE 450mm HIGH RISE 300mm
K
K
COLUMN SIZES GROUND FLOOR 1000mm x 1000mm LOWER FLOORS 900mm x 900mm MID-RISE 750mm x 750mm HIGH - RISE 600mm x 600mm
J
BACK OF HOUSE SERVICES
BUILDING MODULE 1350mm CORE SIZE 27000mm x 18900mm 27000mm = 20x1350mm 18900mm = 14 x 1350mm
I
93400
PRETENSIONED CONCRETE BAND BEAM DEPTH@14000mm SPAN 600MM (1/24) SPACING 5300mm - 8400mm WIDTH 2400mm - 5000mm
E
F
EDGE BEAM WIDTH 500mm x DEPTH 540mm - 760mm (1/10)
D
G
CONCRETE SLAB DEPTH 150mm
C
GROUND FLOOR
PODIUM SPACE FRAME CONCRETE COLUMNS 600mm x 600mm
B
LINE OF PODIUM SPACE FRAME OVERHEAD
A
A
3
FLOOR HEIGHTS 3960mm
DELIVERIES & RUBBISH
CARPARK ENTRY
O
M N O
N P
P
M
LINE OF PODIUM SPACE FRAME OVERHEAD
L
L
STAIRS RISE = 22 x 180mm, GOING = 21 x 250mm
R
R
Q
Q
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
CONCRETE SLAB DEPTH 150mm 1
2
5
6
7
8
9
EDGE BEAM WIDTH 500mm x DEPTH 540mm - 760mm (1/10)
H
4
H
G
3
G
27000
D
C
C
D
18900
E
E
F
F
B
B A
A
PRETENSIONED CONCRETE BAND BEAM DEPTH@14000mm SPAN 600MM (1/24) SPACING 5300mm - 8400mm WIDTH 2400mm - 5000mm COLUMN SIZES GROUND FLOOR 1000mm x 1000mm LOWER FLOORS 900mm x 900mm MID-RISE 750mm x 750mm HIGH - RISE 600mm x 600mm MEGA COLUMN 2700mm x 2700mm CORE SHEAR WALLS LOWER FLOORS 500mm MID - RISE FLOORS 450mm HIGH - RISE 300mm CORE SHEAR WALLS LOWER FLOORS 500mm MID - RISE 450mm HIGH RISE 300mm BUILDING MODULE 1350mm CORE SIZE 27000mm x 18900mm 27000mm = 20x1350mm 18900mm = 14 x 1350mm FLOOR HEIGHTS 3960mm
1
2
3
4
3
4
5
6
7
8
9
CONCRETE SLAB DEPTH 150mm
48100 1
5
6
7
8
9
H
H
HIGH & SKY RISE
2
G
G D
41130
E
E
D
F
F
PRETENSIONED CONCRETE BAND BEAM DEPTH 120mm - 600mm (1/24) SPACING 2400mm - 5000mm WIDTH 2400mm - 5000mm COLUMN SIZES GROUND FLOOR 1000mm x 1000mm LOWER FLOORS 900mm x 900mm MID-RISE 750mm x 750mm HIGH - RISE 600mm x 600mm MEGA COLUMN 2010mm x 2000mm CORE SHEAR WALLS LOWER FLOORS 500mm MID - RISE FLOORS 450mm HIGH - RISE 300mm
C
C
EDGE BEAM WIDTH 500mm - 700mm DEPTH 500mm (1/10)
B
B
CORE SHEAR WALLS LOWER FLOORS 500mm MID - RISE 450mm HIGH RISE 300mm
A
A
BUILDING MODULE 1350mm CORE SIZE 26600mm x 18500mm 1
2
3
4
5
6
7
8
9
FLOOR HEIGHTS 3960mm
SUBJECT
TUTORIAL
GROUP MEMBERS
SITE ADDRESS
SCALE
PAGE No.
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY SEMESTER 1, 2017
TUTORIAL 17 ROBERT DEMELIS
RIZAL AMBOTANG 641233 MARC FRIESS 657660 PHILIP SKEWES 524591
308 EXHIBITION STREET, MELBOURNE
PLANS 1:500
3 of 6
ENVELOPE ENVELOPE COMPONENTS T YPICAL UNITISED DOUBLE SKIN FACADE 9 10
14
13
12
8
11
7
6 5
4
3
2 1
The tower uses two different facade systems : a unitized curtain wall in between the mega columns, double skin facade typology with photovoltaic glass on the exterior skin and; a stick-built system for the corners of the building and the complex shapes fragmented by the exoskelleton.
1.
Single glaze embedded solar PV
2.
Steel catwork, galvanised, 800mm clearence
3.
Concrete edge beam
4.
HVAC ducting with ventilation inlet
5.
Suspended ceiling system with acoustic ceiling pads
6.
Services tray
7.
Raised floor system with cabling void
8.
Concrete band beam
9.
Concrete floor slab
10.
Carpet flooring
11.
Plenum air-conditiong vents
12.
Automatic integrated venetian blind - daylighting and shading control
13.
Double glaze window low-e glass with argonfilled blind cavity
14.
Alu mullion
T YPICAL UNITISED FACADE 9 8
10
15.
Cladding hangers with insulation and firestop
16.
Alucobond spandrel panel
11
7
Stick-built facade system 15
Unitized curtain wall
12
13
16
6 5
4
3
PODIUM SHOP FRONT CURTAIN WALL
ENVIRONMENTAL CONTROL
13
11
12
10
9
PASSIVE SYSTEM DOUBLE SKIN - HEAT STACKING
ACTIVE SYSTEM DISPLACEMENT VENTILATION/ CONDITIONING
8 7
6 5
1.
Granite tiles - Adelaide black
2.
Screed on weatherproof membrane
3.
Ground floor slab
4.
Polished concrete finish - interior floor slab
5.
Concrete ground floor slab
6.
Suspended baffle ceiling system
7.
Services tray and eletrical cabling
8.
HVAC ducting with air-conditioning outlets
9.
Polished concrete finish - interior floor slab
10.
Laminated structural glass fin
11.
Alucobond spandrel panels
12.
1500 x 2300 Pilkington safety glass
13.
Pilkington point fix attachments
HOT AIR
COLD AIR
4
UNDERFLOOR HVAC
Cooler air is distributed through the underfloor hvac. A raised floor system is used to accomodate the distribution ducting. The warmer air released from occupants and equipment is displaced to the ceiling through the ventilation inlet.
The tower is zoned in 4 sub parts seperated by the mechanical floors. The heat stacking effect moves air upwards through convection. When needed, the HVAC system nested at each mechanical floor can enhance or decrease the air movement.
1 2
3
PODIUM TOP-HUNG WEATHERSHIED 7 5
DYNAMIC DAYLIGHT CONTROL - IntelliBlinds™
WEATHERSHIELD
8
6
down draft
4 slats
diffused horizontal daylight admitted
diffused horizontal daylight admitted
2
wind/rain blocker
1.
Reinfoirced concrete column
2.
SS custom made spider fittings and struts
3.
3000 x 1600 x 3 layers laminated Pilkington planar glass unit
4.
Horizontal steel mast tube, galvanised and powder coated
5. 6.
SHS steel beam with welded bracked to space frame roof structure UB steel welded to SHS beams
7.
MERO © KK-Ball node to roof space frame structure
8.
Round hollow section steel member, galvanised & powder coated
3
slats tilted
direct sun is ADMITTED workbench Venetian blind admit diffuse daylight while blocking direct sunlight hence reducing energy use for daylighting
direct sun is BLOCKED workbench A close-loop system automatically tilts the venetian slats using a sensor and solar elevation information. The tilting of slats will continue admitting diffused daylight while continuously blocking direct sunling to control glare.
The curved dual layer space frame roof provide diversion tool for the turbulent downdraft from the prevailing wind providing comfortable environment for the public space underneath, The top-hung weathershield curtain wall block local wind as well as rain shield providing additional environmental comfort to the podium users.
1
SUBJECT
TUTORIAL
GROUP MEMBERS
SITE ADDRESS
SCALE
PAGE No.
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY SEMESTER 1, 2017
TUTORIAL 17 ROBERT DEMELIS
RIZAL AMBOTANG 641233 MARC FRIESS 657660 PHILIP SKEWES 524591
308 EXHIBITION STREET, MELBOURNE
PLANS 1:250
4 of 6
STRUCTURE
STRUCTURAL TYPOLOGICAL MODEL CORE & OUTRIGGER STRUCTURAL SYSTEM BRACING SYSTEM
BLADES ALUMINIUM ANODISED WHITE
LATERAL LOAD STRUCTURAL SYSTEM
LATERAL LOADRESISTING SYSTEM
STEEL OUTRIGGER + BELT TRUSS SYSTEM
MEGA STRUCTURE COLUMN CONCRETE WHITE
RING BEAM STEEL RHS FIXED TO SLAB AS PER ENGINEER STRUCTURAL ALUMINIUM CLADDING
ind
d loa
1
ing
W
Steel outrigger Mega columns
Steel belt truss
DOUBLE SKIN FACADE
ind
g din
loa
2
W
SUSPENDED FLOOR CONCRETE SLAB 150MM PT CONCRETE BAND BEAM W2400MM x D600MM/SPAN 14000MM EDGE BEAM W500 x D760MM
1
3
MEGA STRUCTURE DIAGONAL COLUMNS CONCRETE WHITE
Section - Level 54 & Crown
SCALE 1:100
Latticework of mega columns and diagonals to resist lateral forces (wind). Interconnection of mega columns and diagonal members will equalize axialloading when the overall structure subject to lateral forces
Lateral load primarily wind loading transferred to the core shear wall through systems of trusses. At the top third of the tower, the truss system is further enhanced with interconnected truss belt because the wind load is at its maximum at that elevation.
SHEAR-WALL CORE
GRAVITY SYSTEM
MECHANICAL LEVEL TYPICAL FACADE COLT 3UL LOUVRES ANODISED ALUMINIUM FINISH
Gravity
To further improve the performance of the lateral system where the tower is at its maximum wind loading, a belt truss interconnect to perimeter frame columns to maxmize the axial stiffness of columns participating in the lateral system. STEEL OUTRIGGER
Shear-wall core Steel outrigger Mega columns
Dead/live load 2
Lateral force transferred through mega columns
The outrigger trusses resist lateral loads by maximizing the effective depth of the structure.
STEEL OUTRIGGERS FIXED TO THE CORE SPANNING TO THE PERIMETER
SUSPENDED FLOOR CONCRETE SLAB 150MM PT CONCRETE BAND BEAM W2400MM x D600MM/SPAN 14000MM EDGE BEAM W500 x D760MM
STEEL OUTRIGGER ind
d
loa
ing
Shear-wall core
W
Shear-wall core Steel outrigger
DOUBLE SKIN FACADE
Mega columns
MEGA STRUCTURE DIAGONAL COLUMNS CONCRETE WHITE
Section - Typical mechanical floor
Primary component of lateral system include a central reinforced concrete core linked to exterior megacolumns by outrigger trusses.
Pretensioned reinforced concrete slabs and composite concrete columns. Gravity load from dead load and live loads are transferred down from slabs to columns.
3
The shear-wall core directly linked to the exterior mega-columns and diagonals by structural steel outrgger trusses.
SCALE 1:100
EXPLODED AXON CROWN STRUCTURAL ARRANGEMENT INTEGRATED PV GLASS ROOF OVER SPACE FRAME
STEEL SPACE FRAME PAINTED WHITE
SPIDER GLASS FIXING STAINLESS STEEL
BRACE TO HUNG GLASS
TUBULAR STEEL COLUMNS PAINTED WHITE CONCRETE COLUMN WHITE
Section - Podium
Vertical metal blades braced to ring beam
Megacolumns braced to ring beam
Steel superstructure braced to tower core
SCALE 1:100
EXPLODED AXON PODIUM STRUCTURAL ARRANGEMENT Mega columns
EXPLODED AXON TYPICAL FLOOR SLAB STRUCTURAL SYSTEM Steel rod support Flush glazing, glass unit on aluminium mullion
Double layer steel space frame roof , galvanised & powder coated
Core shear walls
Perimeter columns
West Podium Primary Band Beam
North Podium
1
Band Beam
3
Edge beam
Top-hung weathershield
2
Mega columns
Mega diagonals
round steel hollow sections bolted to concrete column
round hollow section - web member
round steel hollow sections
welded steel brackets
steel node connector , threaded joint
IFC
concrete column
Laminated glass unit
steel column
1
HOT PRESSED STEEL BALL NODE FOR RETICULATED SPACE FRAME STRUCTURE
2
ROUND STEEL HOLLOW SECTIONS ON CONCRETE COLUMN
3
ROUND STEEL HOLLOW SECTIONS POINT FIX TO CURTAIN WALL IFC
SUBJECT
TUTORIAL
GROUP MEMBERS
SITE ADDRESS
SCALE
Page No.
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY SEMESTER 1, 2017
TUTORIAL 17 ROBERT DEMELIS
RIZAL AMBOTANG 641233 MARC FRIESS 657660 PHILIP SKEWES 524591
308 EXHIBITION STREET, MELBOURNE
PLANS 1:40
5 of 6
PERSPECTIVE RENDERS NORTH LOBBY
NORTH PODIUM
WEST PODIUM
MODEL PHOTOS
SUBJECT
TUTORIAL
GROUP MEMBERS
SITE ADDRESS
SCALE
PAGE No.
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY SEMESTER 1, 2017
TUTORIAL 17 ROBERT DEMELIS
RIZAL AMBOTANG 641233 MARC FRIESS 657660 PHILIP SKEWES 524591
308 EXHIBITION STREET, MELBOURNE
NO SCALE
6 of 6
Melbourne School of Design APPLIED CONSTRUCTION Coordinator: Giorgio Marfella Senior Tutor: Dhara Patel
DESIGN DEVELOPMENT PROPOSAL WITH KEY ENVELOPE DETAILS FOR A TALL OFFICE BUILDING LOCATED IN IN MELBOURNE CBD
ABPL90118 Applied Construction, Semester 1, 2017 – Final Assignment
Team Member
Team Member
Team Member
Tutor
Tutorial N.
Rizal Ambotang
Philip Skewes
Marc Friess
Robert Demelis
#17
Due Date
DESIGN DEVELOPMENT REPORT
641233
524591
657660
16 June 2017
Melbourne School of Design APPLIED CONSTRUCTION Coordinator: Giorgio Marfella Senior Tutor: Dhara Patel
Design Development Proposal with Key Envelope Details for a Tall Office Building Located in a Hypothetical Site in Melbourne CBD Team Members Rizal Ambotang Philip Skewes Marc Friess Contents Part 1 – Report 1.1 1.2 1.3
Stacking Strategy Structural Concept Envelope Concept
Part 2 – Concept Drawings A1.1 Stacking: Plans and Section A1.2 Stacking: Model and 3D Views/Diagrams A2.1 Structure: Plans and Sections A2.2 Structure: Model and 3D Diagrams A3.1 Envelope: Typical General Arrangement A3.2 Envelope: Model and 3D Views/Diagrams Part 3 – Key Envelope Details A4.1 Lobby Façade: General Arrangement A5.1 Lobby Façade: Details A4.2 Typical Floor: General Arrangement A5.2 Typical Floor: Details A4.3 Parapet: General Arrangement A5.3 Parapet: Details
Melbourne School of Design APPLIED CONSTRUCTION Coordinator: Giorgio Marfella Senior Tutor: Dhara Patel
PART 1 - REPORT
Melbourne School of Design APPLIED CONSTRUCTION Coordinator: Giorgio Marfella Senior Tutor: Dhara Patel
1.1 STACKING STRATEGY
Author
Rizal Ambotang
Student ID
641233
The massing of the tower was conceived from the abstraction of the Moreton Bay Fig tree located the nearby Carlton Garden (fig. 1). Strong bold expressed structural lines of the mega columns and diagonals represent the heavy and exposed roots merging into a singular wide trunk that stretches upwards to form multiple branches which merges into the apex of the building, the crown. While the primary massing reflects the heavy structural expressionism, the north and west podiums counter this effect through a lighter high-tech curved space frame glass-over-podium surrounding the northern and western sides of the building. The major access points are located at these podiums catering for the major circulation paths of La Trobe and Exhibition Street. Starting with the built form control for Melbourne CBD, a parametric script is used to generate an initial massing (fig. 3) that comply to the regulation and design aspiration. The criteria imposed on the optimisation algorithm are building heights, setbacks and leasing depth. This is consistent to the 5 points for a speculative architecture that defines the tower as a prestige building which can command high financial return to the developer (fig. 2). Using a multi-objective� evolutionary algorithm�, we discovered the final massing form that fulfil the criteria set above. We have achieved an average efficiency of 80.4 % throughout the floorplates while maximizing NLA and GFA (with overall average NLA 1974.3 m2 and GFA 2454.3 m2) with a range of leasing depth from 10(sky rise) to 14m. We have also allocated 25% (51 meters) of the top portion of the massing volume to an integrated sculptural crown. Once the optimum massing volume is reached (fig 4), we developed the major elements of the tower; the vertical transport strategy, the structural framing system that expresses the aesthetic and the sculptural crown. The vertical transport strategy utilizes the zoning or vertical partitions of the tower i.e. the low rise, mid-rise, high rise and the sky rise to provide efficient vertical mobility (fig 5). A 2-storey mechanical floor allocated at each end the zone starting from the floor above the podium floor (fig.6). The sky rise zone which command the prestige floors will have a dedicated high-speed lift carriage while all other zones will have each lift carriage terminates at its corresponding mechanical floors. The crown, intended to be sculptural needed to be light at that height yet provides continuity to the strong vertical lines of the structural columns. In view of that, the crown was designed as a series of steel blades spaced equally along the edge of the curve perimeter. The crown volume is significantly lighter through the use of the blades which allows the wind to pass through while maintaining te overall massing of the tower. In summary, the vertical strategy encapsulates the design intent as well as pragmatic design strategies to ensure its structural stability, vertical people movement, commercial considerations that would be attractive to the owner of the building.
Melbourne School of Design APPLIED CONSTRUCTION Coordinator: Giorgio Marfella Senior Tutor: Dhara Patel
1.2 STRUCTURAL CONCEPT
Author
Student ID
Philip Skewes
524591
Our proposal for 308 Exhibition Street was for a building of almost 240 metres in height to the roof and 282 metres in total height to the top of the crown. The tower of our proposal maintains a leasing depth no greater than 15 metres for the largest floorplate and narrows to 10 metres in the sky-rise zone of the tower. The aspect ratio of the building is approximately 5 – 6, which is typical for a tall building. Apart from transferring vertical loads, acting as a cantilever the vertical structure needs to resist moment forces in overturning. With a building of this height it will need to resist lateral loads of compression and tension. These lateral loads are usually dynamic loads from wind and earthquakes. Taking into consideration these factors and the need to provide premium office space, we looked to reduce the number of columns in the interior space. Moving the structure to the exterior of the building also meant we had structure where it was needed, on the outside of the building to resist lateral loads. The location of the site on a corner towards the edge of Melbourne CBD and a north aspect across to the Carlton Gardens and beyond From North West to East, was a guiding principle in choosing a structural system that still allowed for a glass curtain wall rather than for example using a system based on shear walls on the exterior. A precedent project for our structural system was International Finance Centre (IFC) in Hong Kong by Architect Cesar Pelli. The IFC uses a composite structure of a rigid core, an external steel frame with mega-columns and outrigger systems. IFC was designed for a much taller building and needs to be able to withstand strong wind loads during summer from typhoons. Taking account of these differences our building uses a system of 8 mega columns set back from the corners, (allowing premium column free corner spaces to be offered for lease), two for each side of the tower. Mechanical floors are set at 20 storey intervals and have outrigger systems that have a belt truss around the core which connect the rigid core and mega-columns to increase stiffness and resist bending. The core is a rigid structure of concrete shear walls that taper from 500mm thick at the base to 300m thick walls at the top. In the lower floors, there are a minimum of internal columns to support floor spans, these are 1000mm x 1000mm reducing in width to 600mm x 600m at the top. The floor system is a concrete slab with PT band beams and edge beams. This system was chosen as it allows for spans up to 15 metres, and haunches at the ends of PT band beams allow space for services to be run through. Running the PT band beams from the core out to the façade allows for services to run around the perimeter of the core and a second set of services to run around the edge of the building where heating and cooling loads are greater. The roof level of the tower has a insitu concrete ring beam with the steel blades fixed to steel plates that are cast into the ring beam and the top floor slab. The crown blades are fixed to a series of channels that are fixed to a truss system that is in turn fixed to the rigid core. At ground level, we were motivated to have a permeable space between the base of the tower and the street. a light structure that would allow natural light and yet remain semi enclosed from the elements. To achieve this, we opted for a podium roof using tubular space frame with diagonal columns fixed to a central vertical column to carry loads down to the slab and also to anchor the structure to resist uplift from winds
Melbourne School of Design APPLIED CONSTRUCTION Coordinator: Giorgio Marfella Senior Tutor: Dhara Patel
1.3 ENVELOPE CONCEPT
Author
Student ID
Marc Friess
657660
Natural ventilation and heat stacking effect of double skin diagram.
Active displacement ventilation and air conditioning system internal.
Our group’s proposal for an premium grade office building at 308 Exhibition Street in Melbourne intentionally draws inspiration from the natural realm. As a contemporary interpretation of the Moreton Bay Fig Tree, the tower is contained within 8 main mega columns and their interlacing subparts to imitate the sculptural root system of this specie of banyan. The envelope is sculpted by the exoskeleton and the fragments are manifold. Depending on the emplacement of this series of fragmented envelope, the facade systems differs. Each facade of the building possess 2 mains mega columns, in between them has been integrated a double skin facade while the corners of the building use a single glazed facade system. The use of two different facade systems is explained by the fragmentation and zoning of the envelope generated by the exposed structural members, as much as the narrowing and chamfering occurring as we progress to the higher levels of the tower. Effectively, the splitting of the envelope necessitated different approaches in order to use the optimal and adequate system depending on location and size of the area it covers. The double skin facade uses a unitized curtain wall, it provides the major parts of the building with a series of passive environmental and thermal control solutions. The double skin allows for convection to naturally occur which draws air upwards and provokes natural ventilation, the heat stacking effect is enhanced by the height of the tower. Depending on ambient environmental conditions, the seasons and/or fluctuating climatic parameters, natural ventilation can be coupled with the HVAC system situated at the each mechanical floors to enhance or decrease the movement of air, thus helping to cool or heat the building and ultimately optimize thermal comfort by allowing control over natural ventilation. Further, the double skin incorporates venetian louvres to allow
Melbourne School of Design APPLIED CONSTRUCTION Coordinator: Giorgio Marfella Senior Tutor: Dhara Patel
thermal and lightning control. The louvres are coordinated by automatic operations, a series of environmental sensors gather informations to provide a response to the temperature and lighting conditions of the interior space. To accompany the double skin’s HVAC system and the automated climate-sensing louvres, the exterior skin (East, North and West facades only due to sun orientation) is using an innovative fully transparent photovoltaic glass. The glass allows the entrance of sunlight while harvesting solar energy, the clear sight of the vistas available from the building and the limitation of UV and infrared radiations . The single glazed skin is placed at the corners of the building and in the fragments determined by the lattice-like structural members. The single skin uses a stick-built system in order to fit the complicated conditions as of the complex nature of the shapes and the twin-curvature of the upper levels of the tower. The single skin is double glazed using low transmission low-emissivity glass to lower the effects of SGHC but allowing substantial light within the building. Automated venetian blinds are installed in the interior to allow residents to control light and shade. The single skin is coupled by an internal HVAC system that releases air from the underfloor and generate an active system by forcing heated air upwards and drawn to the ceiling’s ventilation outlet to satisfy thermal comfort. At podium level, the structural curtain wall maximize the building’s exposure on both Lonsdale St and Exhibition St. The top hung curtain wall enhances the public space by providing shelter from rain and wind, and aims to extend the public space of the sidewalk as a immense protected plaza. Rather than imposing the building onto the street and creating a juxtaposition between what is public and private, the undercover plaza draws the street into the building to blur the boundary.
Melbourne School of Design APPLIED CONSTRUCTION Coordinator: Giorgio Marfella Senior Tutor: Dhara Patel
PART 2 – CONCEPT DRAWINGS
SITE PLAN GLASS PODIUM LOBBY SERVICES PARK ENTRY DELIVERIES
EXHIBITION STREET
LA TROBE STREET
LITTLE LONSDALE STREET
DESIGN SKETCH
MORETON
BAY FIG TREE SCALE 1:2000
Moreton Bay Fig tree at the nearby Carlton Gardens was an important venue for many Aboriginal people throughout Victoria . The site hosts many community leaders that spoke of justice and rights for the people .
PRECEDENCE Early design sketch, establish the structural expressionism of the design making a statement of its role as a strong presence as a Melbourne landmark. The podium is intended to be light but intricate in structure with high tech material and sophistication in its design.
One Thousand Museum, the Zaha Hadid-designed skyscraper in downtown Miami, has a sculptural exoskeleton structure which defines its design identity as well as the structural system chosen for the construction.
48
m
52
m
m
24
20
m
Chamfer
360째
320째
350m
270째
90째
16
.8
20m
m
30
.7
m
Optimization of space in accordance with regulations and setback requirements
Progressive tapering of tower to decrease lateral loads at upper half
Quantification of vistas at each section of the program (in degrees)
SUBJECT
TUTORIAL
GROUP MEMBERS
SITE ADDRESS
SCALE
PAGE No.
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY SEMESTER 1, 2017
TUTORIAL 17 ROBERT DEMELIS
RIZAL AMBOTANG 641233 MARC FRIESS 657660 PHILIP SKEWES 524591
308 EXHIBITION STREET, MELBOURNE
SITE PLAN : 1:2000
1 of 6
STACKING STRATEGY SECTION
A
STEEL BLADES
50890.4
TYPICAL PLANS WITH LIFT PROGRAM STEEL TRUSS TOWER CAP FRAMING
CROWN
A
241760 7920
SKY - RISE TYPICAL PLAN AVERAGE FLOOR: GFA - 2324.7m2 NLA - 1844.8m2 NLA/GFA = 79.3%
233840
Floor 50
229880 3960
3960
Floor 51
225920 221960
Floor 47
218000
Floor 46
214040 3960
3960
3960
3960
Floor 49 Floor 48
210080
Floor 44
206120
Floor 43
202160
3960
3960
Floor 45
194240
Floor 41
190280
Floor 40
186320
Floor 39
182360 3960
3960
3960
3960
Floor 42
HIGH - RISE TYPICAL PLAN AVERAGE FLOOR: GFA - 2457.4m2 NLA - 1977.4m2 NLA/GFA = 80.5%
OUTRIGGERS WITH STEEL TRUSS BELT
OUTRIGGERS WITH TRUSS BELT
7920
MECHANICAL FLOOR
178400
Floor 37
174440
Floor 36
170480
Floor 35
166520
Floor 34
162560 3960
3960
3960
3960
3960
Floor 38
158600
Floor 32
154640
Floor 31
150680
Floor 30
146720
Floor 29
142760
Floor 28
138800
Floor 27
134840
Floor 26
130880
Floor 25
126920
Floor 24
122960
Floor 23
119000
Floor 22
115040
3960
3960
3960
3960
Floor 33
MID - RISE TYPICAL PLAN AVERAGE FLOOR: GFA - 2495.8m2 NLA - 2015.9m2 NLA/GFA = 80.8%
COMPOSITE MEGA COLUMN
3960
3960
3960
3960
3960
REINFORCED CONCRETE SHEAR WALL WITH PUNCHED OPENINGS
3960
3960
LOW - RISE TYPICAL PLAN AVERAGE FLOOR: GFA - 2495.8m2 NLA - 2015.9m2 NLA/GFA = 80.8%
107120
Floor 20
103160
Floor 19
99200
Floor 18
95240
Floor 17
91280
Floor 16
87320
Floor 15
83360
Floor 14
79400
Floor 13
75440
Floor 12
71480
Floor 11
67520
Floor 10
63560
Floor 9
59600
Floor 8
55640
Floor 7
51680
Floor 6
47720
Floor 5
43760
Floor 4
39800
Floor 3
35840
Floor 2
31880
OUTRIGGER TRUSSES
STEEL OUTRIGGER TRUSSES
3960
3960
Floor 21
7920
MECHANICAL FLOOR
3960
3960
3960
3960
MEGA COLUMN TO MEGA DIAGONAL
3960
GROUND PLAN GFA - 2495.8m2 NLA - 2015.9m2 NLA/GFA = 80.8%
3960
3960
MEGA BRACE
3960
3960
3960
3960
MEGA COLUMN TO MEGA DIAGONALS
LEGEND SKY - RISE
43 - 50
HIGH - RISE
22 - 41
MEDIUM - RISE
10 - 20
LOW - RISE
G1 - 08
LIFT SKY - RISE
B4 - G | 43 - 50
LIFT HIGH - RISE
B4 - G | 22 - 41
LIFT MEDIUM - RISE
B4 - G | 11 - 20
LIFT LOW - RISE
B4 - G | 01 - 10
ALL LIFTS ACCESSIBLE
B4 - G
3960
3960
3960
3960
3960
3960
3960
CONCRETE SHEAR WALL CORE
27920
MECHANICAL FLOOR
PODIUM 2
14000
PODIUM 1
8000
OUTRIGGER TRUSSES
OUTRIGGER TRUSSES .5
20000
SPACE FRAME SUPPORT STEEL RODS
2020
PODIUM 3
7920
Floor 1
SPACE FRAME GLASS ROOF
NORTH ATRIUM
Basement 03
-11880
Basement 04
-15840
3960 3960
-7920
4 STOREY PARKING BASEMENT
3960
Basement 02
A - A'
3960
-3960
FIRE STAIRS & SERVICE LIFT
WEST ATRIUM
GROUND FLOOR Basement 01
16700
6000
1840.0
6000
DOUBLE LAYER SPACE FRAME WITH TESSELATED GLASS ROOF
SUBJECT
TUTORIAL
GROUP MEMBERS
SITE ADDRESS
SCALE
PAGE No.
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY SEMESTER 1, 2017
TUTORIAL 17 ROBERT DEMELIS
RIZAL AMBOTANG 641233 MARC FRIESS 657660 PHILIP SKEWES 524591
308 EXHIBITION STREET, MELBOURNE
SECTION 1:800
2 of 6
TYPICAL FLOORPLANS 93170 56010
27000
1
2
4
5
6
7
8
9
10
11
12
13
14
15
PODIUM SPACE FRAME CONCRETE COLUMNS 600mm x 600mm
B
CONCRETE SLAB DEPTH 150mm
B
LINE OF PODIUM SPACE FRAME OVERHEAD
D E F
F G
RECEPTION & SECURITY
H
H
PRETENSIONED CONCRETE BAND BEAM DEPTH@14000mm SPAN 600MM (1/24) SPACING 5300mm - 8400mm WIDTH 2400mm - 5000mm
RECEPTION & SECURITY
46900 J I 18901
MEGA COLUMN 2700mm x 2700mm CORE SHEAR WALLS LOWER FLOORS 500mm MID - RISE FLOORS 450mm HIGH - RISE 300mm CORE SHEAR WALLS LOWER FLOORS 500mm MID - RISE 450mm HIGH RISE 300mm
K
K
COLUMN SIZES GROUND FLOOR 1000mm x 1000mm LOWER FLOORS 900mm x 900mm MID-RISE 750mm x 750mm HIGH - RISE 600mm x 600mm
J
BACK OF HOUSE SERVICES
BUILDING MODULE 1350mm CORE SIZE 27000mm x 18900mm 27000mm = 20x1350mm 18900mm = 14 x 1350mm
I
93400
EDGE BEAM WIDTH 500mm x DEPTH 540mm - 760mm (1/10)
E
G
D
LINE OF PODIUM SPACE FRAME OVERHEAD
C
C
GROUND FLOOR
A
A
3
FLOOR HEIGHTS 3960mm
DELIVERIES & RUBBISH
CARPARK ENTRY
O
M N O
N P
P
M
LINE OF PODIUM SPACE FRAME OVERHEAD
L
L
STAIRS RISE = 22 x 180mm, GOING = 21 x 250mm
R
R
Q
Q
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
CONCRETE SLAB DEPTH 150mm 1
2
4
5
6
7
8
9
EDGE BEAM WIDTH 500mm x DEPTH 540mm - 760mm (1/10) H
H
3
G
G
27000
D
C
C
D
18900
E
E
F
F
B
B A
A
PRETENSIONED CONCRETE BAND BEAM DEPTH@14000mm SPAN 600MM (1/24) SPACING 5300mm - 8400mm WIDTH 2400mm - 5000mm COLUMN SIZES GROUND FLOOR 1000mm x 1000mm LOWER FLOORS 900mm x 900mm MID-RISE 750mm x 750mm HIGH - RISE 600mm x 600mm MEGA COLUMN 2700mm x 2700mm CORE SHEAR WALLS LOWER FLOORS 500mm MID - RISE FLOORS 450mm HIGH - RISE 300mm CORE SHEAR WALLS LOWER FLOORS 500mm MID - RISE 450mm HIGH RISE 300mm BUILDING MODULE 1350mm CORE SIZE 27000mm x 18900mm 27000mm = 20x1350mm 18900mm = 14 x 1350mm FLOOR HEIGHTS 3960mm
1
2
3
4
3
4
5
6
7
8
9
CONCRETE SLAB DEPTH 150mm
48100 1
5
6
7
8
9
H
H
HIGH & SKY RISE
2
E
E D
41130
F
F
D
G
G
PRETENSIONED CONCRETE BAND BEAM DEPTH 120mm - 600mm (1/24) SPACING 2400mm - 5000mm WIDTH 2400mm - 5000mm COLUMN SIZES GROUND FLOOR 1000mm x 1000mm LOWER FLOORS 900mm x 900mm MID-RISE 750mm x 750mm HIGH - RISE 600mm x 600mm MEGA COLUMN 2010mm x 2000mm CORE SHEAR WALLS LOWER FLOORS 500mm MID - RISE FLOORS 450mm HIGH - RISE 300mm
C
C
EDGE BEAM WIDTH 500mm - 700mm DEPTH 500mm (1/10)
B
B
CORE SHEAR WALLS LOWER FLOORS 500mm MID - RISE 450mm HIGH RISE 300mm
A
A
BUILDING MODULE 1350mm CORE SIZE 26600mm x 18500mm 1
2
3
4
5
6
7
8
9
FLOOR HEIGHTS 3960mm
SUBJECT
TUTORIAL
GROUP MEMBERS
SITE ADDRESS
SCALE
PAGE No.
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY SEMESTER 1, 2017
TUTORIAL 17 ROBERT DEMELIS
RIZAL AMBOTANG 641233 MARC FRIESS 657660 PHILIP SKEWES 524591
308 EXHIBITION STREET, MELBOURNE
PLANS 1:500
3 of 6
ENVELOPE ENVELOPE COMPONENTS T YPICAL UNITISED DOUBLE SKIN FACADE 9 10
14
13
12
8
11
7
1.
Single glaze embedded solar PV
2.
Steel catwork, galvanised, 800mm clearence
3.
Concrete edge beam
4.
HVAC ducting with ventilation inlet
5.
Suspended ceiling system with acoustic ceiling pads
6.
Services tray
7.
Raised floor system with cabling void
8.
Concrete band beam
9.
Concrete floor slab
10.
Carpet flooring
11.
Plenum air-conditiong vents
12.
Automatic integrated venetian blind - daylighting and shading control
13.
Double glaze window low-e glass with argonfilled blind cavity
14.
Alu mullion
6 5
4 3 2 1
The tower uses two different facade systems : a unitized curtain wall in between the mega columns, double skin facade typology with photovoltaic glass on the exterior skin and; a stick-built system for the corners of the building and the complex shapes fragmented by the exoskelleton.
T YPICAL UNITISED FACADE 9 8 10
15.
Cladding hangers with insulation and firestop
16.
Alucobond spandrel panel
11
7
Stick-built facade system 15
12
Unitized curtain wall
13 16
6 5
4 3
PODIUM SHOP FRONT CURTAIN WALL
ENVIRONMENTAL CONTROL
13
11
12
10
9
PASSIVE SYSTEM DOUBLE SKIN - HEAT STACKING
ACTIVE SYSTEM DISPLACEMENT VENTILATION/ CONDITIONING
8
1.
Granite tiles - Adelaide black
2.
Screed on weatherproof membrane
3.
Ground floor slab
4.
Polished concrete finish - interior floor slab
5.
Concrete ground floor slab
6.
Suspended baffle ceiling system
7.
Services tray and eletrical cabling
8.
HVAC ducting with air-conditioning outlets
9.
Polished concrete finish - interior floor slab
10.
Laminated structural glass fin
11.
Alucobond spandrel panels
12.
1500 x 2300 Pilkington safety glass
13.
Pilkington point fix attachments
7
6
5
HOT AIR
COLD AIR
4
UNDERFLOOR HVAC
1
Cooler air is distributed through the underfloor hvac. A raised floor system is used to accomodate the distribution ducting. The warmer air released from occupants and equipment is displaced to the ceiling through the ventilation inlet.
The tower is zoned in 4 sub parts separated by the mechanical floors. The heat stacking effect moves air upwards through convection. When needed, the HVAC system nested at each mechanical floor can enhance or decrease the air movement.
2
3
PODIUM TOP-HUNG WEATHERSHIED 7
5
DYNAMIC DAYLIGHT CONTROL - IntelliBlinds™
WEATHERSHIELD
8
1.
Reinfoirced concrete column
2.
SS custom made spider fittings and struts
3.
3000 x 1600 x 3 layers laminated Pilkington planar glass unit
4.
Horizontal steel mast tube, galvanised and powder coated
5. 6.
SHS steel beam with welded bracked to space frame roof structure UB steel welded to SHS beams
7.
MERO © KK-Ball node to roof space frame structure
8.
Round hollow section steel member, galvanised & powder coated
6
down draft
4 slats
diffused horizontal daylight admitted
diffused horizontal daylight admitted
2
wind/rain blocker
3
slats tilted
direct sun is ADMITTED workbench Venetian blind admit diffuse daylight while blocking direct sunlight hence reducing energy use for daylighting
direct sun is BLOCKED workbench A close-loop system automatically tilts the venetian slats using a sensor and solar elevation information. The tilting of slats will continue admitting diffused daylight while continuously blocking direct sunling to control glare.
The curved dual layer space frame roof provide diversion tool for the turbulent downdraft from the prevailing wind providing comfortable environment for the public space underneath, The top-hung weathershield curtain wall block local wind as well as rain shield providing additional environmental comfort to the podium users.
1
SUBJECT
TUTORIAL
GROUP MEMBERS
SITE ADDRESS
SCALE
PAGE No.
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY SEMESTER 1, 2017
TUTORIAL 17 ROBERT DEMELIS
RIZAL AMBOTANG 641233 MARC FRIESS 657660 PHILIP SKEWES 524591
308 EXHIBITION STREET, MELBOURNE
PLANS 1:250
4 of 6
STRUCTURE
STRUCTURAL TYPOLOGICAL MODEL CORE & OUTRIGGER STRUCTURAL SYSTEM BRACING SYSTEM
BLADES ALUMINIUM ANODISED WHITE
LATERAL LOAD STRUCTURAL SYSTEM
LATERAL LOADRESISTING SYSTEM
STEEL OUTRIGGER + BELT TRUSS SYSTEM
MEGA STRUCTURE COLUMN CONCRETE WHITE
RING BEAM STEEL RHS FIXED TO SLAB AS PER ENGINEER STRUCTURAL ALUMINIUM CLADDING
W
l ind
oa
din
1
g
Steel outrigger Mega columns
Steel belt truss
DOUBLE SKIN FACADE
W
SUSPENDED FLOOR CONCRETE SLAB 150MM PT CONCRETE BAND BEAM W2400MM x D600MM/SPAN 14000MM EDGE BEAM W500 x D760MM
in
din oa dl
g 2
1
3
MEGA STRUCTURE DIAGONAL COLUMNS CONCRETE WHITE
Section - Level 54 & Crown
SCALE 1:100
Latticework of mega columns and diagonals to resist lateral forces (wind). Interconnection of mega columns and diagonal members will equalize axialloading when the overall structure subject to lateral forces
Lateral load primarily wind loading transferred to the core shear wall through systems of trusses. At the top third of the tower, the truss system is further enhanced with interconnected truss belt because the wind load is at its maximum at that elevation.
SHEAR-WALL CORE
GRAVITY SYSTEM
To further improve the performance of the lateral system where the tower is at its maximum wind loading, a belt truss interconnect to perimeter frame columns to maxmize the axial stiffness of columns participating in the lateral system. STEEL OUTRIGGER
Shear-wall core Steel outrigger Mega columns
Lateral force transferred through mega columns
MECHANICAL LEVEL TYPICAL FACADE COLT 3UL LOUVRES ANODISED ALUMINIUM FINISH Gravity
Dead/live load 2
The outrigger trusses resist lateral loads by maximizing the effective depth of the structure.
STEEL OUTRIGGERS FIXED TO THE CORE SPANNING TO THE PERIMETER
SUSPENDED FLOOR CONCRETE SLAB 150MM PT CONCRETE BAND BEAM W2400MM x D600MM/SPAN 14000MM EDGE BEAM W500 x D760MM
STEEL OUTRIGGER
W
ind
d loa
ing
Shear-wall core
Shear-wall core
DOUBLE SKIN FACADE
Steel outrigger Mega columns
MEGA STRUCTURE DIAGONAL COLUMNS CONCRETE WHITE
Section - Typical mechanical floor
Primary component of lateral system include a central reinforced concrete core linked to exterior megacolumns by outrigger trusses.
Pretensioned reinforced concrete slabs and composite concrete columns. Gravity load from dead load and live loads are transferred down from slabs to columns.
3
The shear-wall core directly linked to the exterior mega-columns and diagonals by structural steel outrgger trusses.
SCALE 1:100
EXPLODED AXON CROWN STRUCTURAL ARRANGEMENT INTEGRATED PV GLASS ROOF OVER SPACE FRAME
STEEL SPACE FRAME PAINTED WHITE
SPIDER GLASS FIXING STAINLESS STEEL
BRACE TO HUNG GLASS
TUBULAR STEEL COLUMNS PAINTED WHITE CONCRETE COLUMN WHITE
Section - Podium
Vertical metal blades braced to ring beam
Megacolumns braced to ring beam
Steel superstructure braced to tower core
SCALE 1:100
EXPLODED AXON PODIUM STRUCTURAL ARRANGEMENT Mega columns
EXPLODED AXON TYPICAL FLOOR SLAB STRUCTURAL SYSTEM Steel rod support Flush glazing, glass unit on aluminium mullion
Double layer steel space frame roof , galvanised & powder coated
Core shear walls
Perimeter columns
West Podium Primary Band Beam
North Podium 1
Band Beam
3
Edge beam
Top-hung weathershield
2
Mega columns
Mega diagonals
round steel hollow sections bolted to concrete column
round hollow section - web member
round steel hollow sections
welded steel brackets
steel node connector , threaded joint
IFC
concrete column
Laminated glass unit
steel column
1
HOT PRESSED STEEL BALL NODE FOR RETICULATED SPACE FRAME STRUCTURE
2
ROUND STEEL HOLLOW SECTIONS ON CONCRETE COLUMN
3
ROUND STEEL HOLLOW SECTIONS POINT FIX TO CURTAIN WALL IFC
SUBJECT
TUTORIAL
GROUP MEMBERS
SITE ADDRESS
SCALE
Page No.
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY SEMESTER 1, 2017
TUTORIAL 17 ROBERT DEMELIS
RIZAL AMBOTANG 641233 MARC FRIESS 657660 PHILIP SKEWES 524591
308 EXHIBITION STREET, MELBOURNE
PLANS 1:40
5 of 6
PERSPECTIVE RENDERS NORTH LOBBY
NORTH PODIUM
WEST PODIUM
MODEL PHOTOS
SUBJECT
TUTORIAL
GROUP MEMBERS
SITE ADDRESS
SCALE
PAGE No.
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY SEMESTER 1, 2017
TUTORIAL 17 ROBERT DEMELIS
RIZAL AMBOTANG 641233 MARC FRIESS 657660 PHILIP SKEWES 524591
308 EXHIBITION STREET, MELBOURNE
NO SCALE
6 of 6
Melbourne School of Design APPLIED CONSTRUCTION Coordinator: Giorgio Marfella Senior Tutor: Dhara Patel
PART 3 - KEY ENVELOPE DETAILS
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6/,',1* '225 (;7(5,25 )5$0(
$
&2/ &/$' $/8&2%21' $&3 00 %56 3$1(
(;7(5,25 )5$0(
'$6+ /,1( ,1',&$7( (175$1&( 3257$/ $%29(
3$57 3/$1 2) 1257+ /2%%<
PIN JOINT GLASS FIN HEADER
$
6&$/( #$
POINT FIX PILKINGTON SG902 TO GLASS FIN FIX
PILKINGTON GLASS FIN STEEL SHOE
(;3/2'(' ,620(75,& 6+23)5217 */$66 :$// 127 6&$/(
ABBREVIATIONS AUTO BHD BLK BRS CEIL COL CONC CPY CTR CURT
AUTOMATIC BEHIND BLACK BRUSHED CEILING COLUMN CONCRETE CANOPY CENTRE CURTAIN
EMGY EXT FASC FLR FRT GLS GND INFR LAM MEM
EMERGENCY EXTERIOR FASCHIA FLOOR FRONT GLASS GROUND INFRARED LAMINATED MEMBRANE
PANE PINPLA POLH PREM PT REINF REVOL SGL SGU SHP SS
PANEL PILKINGTON PLANAR POLISHED PREMIUM POINT REINFORCED REVOLVING SINGLE STRUCTURAL GLASS UNIT SHOP STAINLESS STEEL
STRL SUSP SWC SYS WF W/
STRUCTURAL SUSPENDED SWITCH SYSTEM WATERPROOF WITH
SUBJECT
TUTORIAL
GROUP MEMBERS
SITE ADDRESS
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY SEMESTER 1, 2017
TUTORIAL 17 ROBERT DEMELIS
RIZAL AMBOTANG 641233
308 EXHIBITION STREET, MELBOURNE
SCALE
1:50 @A2
DRAWING No.
A 4.1
FLEXIBLE SILICONE GASKET
BONDED SCREED ARDEX A 38 NOMINAL THICKNESS 40MM
HORIZONTAL ALU MULLION BOLTED TO EDGE BEAM
POLISHED CONCRETE HIPERFLOOR PREMIUM FINISH 10 MM MIN
POLYTHENE WATERPROOF MEMBRANE
40 15
LIQUID FIRE RATED SEALANT
POINT -FIXED BOLTED GLAZING SYSTEM
SS ANGLE ANCHOR TO EDGE BEAM
145
UNEQUAL ANGLE 150 X 90 X 9 MM
PIN JOINT SS HEADER
S-KA 16/20
M10 EXPANSION BOLT BATT INSULATION
LAMINATED GLASS FIN 280
SPANDREL PANEL METAL HANGERS MINERAL WOOL FIRESTOP BATT 60 MINS
220
5MM ROD SUSPENSION CLIP
4 MM ALUCOBOND SPANDREL PANEL
BAFFLE HANGER
800
INSITU REINFORCED CONCRETE EDGE BEAM
ANCHOR BRACKET TO CONCRETE EDGE BEAM
S -K A 1 6/20
S-KA 16/20
M10 EXPANSION BOLT
30
METAL BACK PAN
ISOMETRIC VIEW - FIN HEADER NOT TO SCALE
150
UNEQUAL ANGLE 150 X 90 X 9 MM HORIZONTAL ALU MULLION BOLTED TO EDGE BEAM
S-KA 16/20
S-KA 16/20
25
355
PILKINGTON SS PIN JOINT FIN HEADER
103
M12 EXPANSION BOLTS
ARMSTRONG METALWORK BAFFLES
EMBEDDED INSERT
ARMSTRONG UNIGRID CHANNEL
SILICONE JOINT SEALANT
EDGE COLUMN BEHIND FIBER GASKET 335 400
01 A4.1
DETAILS - GLASS FIN HEADER, SPANDREL , SUSPENDED CEILING & PODIUM FLOOR SCALE 1: 10 @A2
ISOMETRIC VIEW - POINT FIX FITTING TO FIN NOT TO SCALE
SECTION C-C' PILKINGTON OPTIFLOAT CLEAR R39 SAFETY GLASS 1500 X 2300 X 12 MM
10
PILKINGTON 905J TO STRUCTURAL FIN POINT FIX
10-12 NOMINAL
130
SILICONE WEATHERPROOF JOINT SEALANT
SILICONE JOINT SEALANT FPR WEATHERPROOFING
130
CC'
SILICONE JOINT SEALANT FPR WEATHERPROOFING
CENTERLINE
LAMINATED GLASS FIN 10 24
CENTERLINE
400 130
GLASS FIN SHOE EXTERIOR
ELEVATION VIEW
INTERIOR GLASS MULLION/FIN CLAMPED BETWEEN SS ANGLES
SILICONE SEALANT
28
20
LAMINATED STRUCTURAL GLASS FIN 400 X 7100 X 19 MM Ø40 FIBER GASKET
UNBONDED SCREED 40-80 MM NOMINAL ARDEX A38
56
905J ROD ASSY ST/STL
ANCHOR BOLTS M12 EXPANSION 55
ARDEX WPM300 MOISTURE BARRIER + ARDEX WPM155 UNDERTILE MEMBRANE
POLISHED CONCRETE HIGH GLOSS 3000 GRIT INTERIOR FLOOR FINISH
60
GRANITE TILES ADELAIDE BLACK 600X300X20MM EXTERIOR FLOOR FINISH
80
50 X 50 ALU. GLAZING CHANNEL
905J BODY ASSY ST/STL
25 X 25 MM WELDED WIRE 2MM GALVANISED MESH REINFORCEMENT PER AS 3958 65
NEOPRENE GUIDES Ø50
SILICONE JOINT SEALANT FOR WEATHERPROOFING
IN-SITU REINFORCE CONCRETE FLOOR SLAB 200MM
SHIMS TO ADJUST TO SURFACE VARIATIONS
IN-SITU REINFORCED CONCRETE BAND BEAM 600MM
02 A4.1
905 EMBEDDED ATTACHMENT
10
PLAN VIEW
POINT FIX FITTINGS TO STRUCTURAL GLASS FIN DETAILS SCALE 1: 5 @A2
PILKINGTON PLANAR LAMINATED GLASS TOUGHENED & HEAT SOAKED OUTER LAYER WITH FRIT PATTERN 3 X 10MM
SILICONE JOINT SEALANT
STEEL TUBE MAST
SS CUSTOM MADE SPIDER FITTING
STEEL ANCHOR TUBE PUNCHED THROUGH PERFORATED LAMINATED GLASS SS SPIDER FITTING PUNCHED THROUGH PERFORATED LAMINATED GLASS
Ø100
WEATHERPROOF SILICONE JOINT SEALANT
MINAL - 12 NO Ø100 10
STEEL TUBE ANCHOR BOLTED THROUGH GLASS PERFORATIONS TO STEEL MEMBER AT NODE POINTS
SILICONE WEATHERPROOF JOINT SEALANT
Ø104
SS BRACING CABLES
Ø80
SS STRUT
SILICONE WEATHERPROOF JOINT SEALANT
COLD ROLLED BA FINISH STEEL MEMBER 180 UB 175
STEEL TUBE HORIZONTAL MAST
FIBER GASKET
POINT -FIXED BOLTED GLAZING SYSTEM 03 A4.1
DETAIL (SECTION) - TOP HUNG WEATHERSHIELD POINT FIXED BOLTED GLASS CURTAIN WALL
ISOMETRIC VIEW NOT TO SCALE
SCALE 1: 10 @A2
SUBJECT
TUTORIAL
GROUP MEMBER :
SITE ADDRESS
SCALES
DRAWING No.
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY SEMESTER 1, 2017
TUTORIAL 17 ROBERT DEMELIS
RIZAL AMBOTANG 641233
308 EXHIBITION STREET, MELBOURNE
SECTION DETAILS 1:5 & 1:10 ISOMETRIC DRAWINGS NO SCALE
A5.1
308 EXHIBITION A4. 3 CROWN
CRANE TYPE BMU, COX GOMYL G-TYPE TELESCOPIC BASE
TRUSS BEAM
BLADE FIXED TO CHANNELS E
R CO
TRUSS BEAM
RING BEAM
E
CRANE TYPE BMU
R CO
PARTIAL PLAN BMU
Scale 1:20
BLADES CHANNEL FIXED TO BLADE OUTRIGGER BEAM FROM CHANNEL TO TRUSS TRUSS STUCTURE NOT IN SECTION VIEW MEGA-COLUMN
MEGA-COLUMN
BLADES TRUSS STRUCTURE NOT IN SECTION VIEW FIXED TO CORE AS PER STRUCTURAL ENGINEER DRAWINGS CORE
DETAIL B
CORE
CORE
DETAIL A
INVERTED ROOF WITH PAVERS RING BEAM
DOUBLE SKIN FACADE
2 A5
CORE
CORE
EDGE BEAM EXTERNAL COLUMN STRUCTURE BEHIND
BAND BEAM
CORE SECTION CROWN
CORE
CORE
Scale 1:100
SUBJECT
TUTORIAL
GROUP MEMBERS
SITE ADDRESS
SCALE
DRAWING No.
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY SEMESTER 1, 2017
TUTORIAL 17 ROBERT DEMELIS
PHILIP SKEWES 524591 INDIVIDUAL SUBMISSION [RIZAL AMBOTANG 641233] [MARC FRIESS 657660]
308 EXHIBITION STREET, MELBOURNE
SECTION 1: 100 PLAN 1: 200 DETAILS 1:20
1 of 1
308 EXHIBITION
MEGA-COLUMN CROWN BLADE BEHIND
A5. 3 CROWN
CROWN BLADE STEEL FRAME AS PER STRUCTURAL ENGINEER DRAWINGS STEEL FRAME TO SLAB AS PER STRUCTURAL ENGINEER DRAWINGS INVERTED ROOF, PAVING TILE, INSULATION, MEMBRANE
STEEL FRAME FIXED TO RING BEAM AS PER STRUCTURAL ENGINEER DRAWINGS
4 _
LINE OF CROWN BLADE BEHIND CONCRETE RING BEAM
3 _ LINE OF CROWN BLADE BEHIND
2 _
DOUBLE SKIN GLAZING UNIT
SECTION A: Scale 1:20
STEEL FRAME AS PER STRUCTURAL ENGINEER DRAWINGS
PT BAND BEAM
EDGE BEAM
STEEL COLUMN FIXED TO SLAB AS PER ENGINEERS DRAWING CROWN BLADE COUNTER - FLASHING CROWN TO ROOF SECTION SCALE 1:20
SARNAFIL STRIP ADHERED PROTECTIVE LAYER S - FELT VS 140 FILTER LAYER GRAVEL FASTENING SARNABAR BACKING BEAD LEVELING LAYER - S - FELT PVC MEMBRANE SEPERATION LAYER PAVER LINE OF CROWN BLADE
PAVING ADJUSTABLE PEDESTAL THERMAL INSULATION XPS T&G C HOT - AIR WELD MEMBRANE
CONCRETE SLAB
CROWN BLADE FIXING PLATE
4 _
MEGA-COLUMN
CROWN BLADE DETAIL A: STEEL BLADE CONNECTION TO INVERTED ROOF
Scale 1:5
CONCRETE RING BEAM SIKAFLEX AT - CONNECTION SEALANT WITH BACKING PROFILE COUNTER - FLASHING SARNAFIL STRIP ADHERED PAVER GRAVEL PROTECTIVE LAYER - S-FELT VS 140 FILTER LAYER HOT-AIR WELD MEMBRANE FASTENING - SARNABAR BACKING BEAD LEVELING LAYER - S-FELT
RING BEAM
ROOF PAVER
PAVING ADJUSTABLE PEDESTAL
2 _
2 _
CONCRETE SLAB PVC MEMBRANE SEPERATION LAYER THERMAL INSULATION XPS T&G
CROWN BLADE STEEL TRUSS
3 _
1 _
DETAIL B: INVERTED ROOF TO RING BEAM Scale 1:5
PLAN ROOF
Scale 1:20
SUBJECT
TUTORIAL
GROUP MEMBERS
SITE ADDRESS
SCALE
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY SEMESTER 1, 2017
TUTORIAL 17 ROBERT DEMELIS
PHILIP SKEWES 524591 INDIVIDUAL SUBMISSION [RIZAL AMBOTANG 641233] [MARC FRIESS 657660]
308 EXHIBITION STREET, MELBOURNE
SECTION PLAN DETAILS
DRAWING No. 1: 20 1: 50 1:5
1 of 1
SUBJECT
TUTORIAL
STUDENT
SITE ADDRESS
SCALE
DRAWING No.
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY SEMESTER 1, 2017
TUTORIAL 17 ROBERT DEMELIS
MARC FRIESS 657660
308 EXHIBITION STREET, MELBOURNE
Elevation Section 1:50@A2
1 of 2
SUBJECT
TUTORIAL
STUDENT
SITE ADDRESS
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY SEMESTER 1, 2017
TUTORIAL 17 ROBERT DEMELIS
MARC FRIESS 657660
308 EXHIBITION STREET, MELBOURNE
SCALE SECTION 1:10@A2
DRAWING No. 2of 2