Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Marfella
ABPL90118 Applied Architectural Technology Final Submission
Team Member
Team Member
Team Member
Tutor
Tutorial N.
Charensia Pricilla Rompis
Hafiz Azman
Sandra Lin
Luca Calvanese
#21
DESIGN DEVELOPMENT REPORT
860209
Due Date
779902
915202
19 June 2020
Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Marfella
DESIGN DEVELOPMENT PROPOSAL WITH KEY ENVELOPE DETAILS FOR A TALL OFFICE BUILDING IN MELBOURNE CBD
Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Marfella
Design Development Proposal for a Tall Office Building in Melbourne CBD Team Members Charensia Pricilla Rompis (860209) Hafiz Azman (779902) Sandra Lin (915202) Contents Part 1 – Project Synopsis 1.1 1.2 1.3
Vertical Strategy (Charensia Pricilla Rompis) Structural Concept (Hafiz Azman) Facade Concept (Sandra Lin)
Part 2 – General Arrangement Drawings A1.1: Site Plans and Massing Concepts A1.2: Section and Typical Plans A1.3: Physical Model A2.1: Structural Plans A2.2: Sections A2.3: 3D Digital Model A3.1: Elevations A3.2: Enlarged sections and elevations A3.3: 3D Digital Model Part 3 – Detailed Design Drawings A4.1 Podium Façade: General Arrangement A4.2 Podium Façade: Details A4.3 Typical Office/Sky Lobby Façade: General Arrangement A4.4 Typical Office/Sky Lobby Façade: Details A4.5 Typical Hotel/Crown Façade: General Arrangement A4.6 Typical Hotel/Crown Façade: Details
Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Marfella
PART 1 PROJECT SYNOPSIS
Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY
1.1 VERTICAL STRATEGY
Author
Charensia Pricilla Rompis
Subject Coordinator: Dr Giorgio Marfella Student ID
860209
Six Fifty Tower is located at 650 Lonsdale Street, Melbourne, positioned in between The Ritz Carlton Hotel and Melbourne One Apartments. The whole concept of the design is about transitioning from public to private space with the idea of inviting people to inhabit the space. It aims to engage with the street context and contribute to the Melbourne City Skyline through vertical stepping from the podium, the tower, and to the top of the crown. The crown is designed with a soft transition that wraps around eight sides of the tower pointing up to the sky, creating a recognizable landmark that reinforces the edge of the Hoddle Grid. The idea of creating eight sides around the tower allows 360 degrees view of the Melbourne city skyline, which therefore, creates fluidity rather than rigidity. Taxi drop off will have its own access from Lonsdale Street to the undercover podium area adjacent to Merriman Lane.
Entering from Lonsdale Street, pedestrian will have access to an undercover podium space as a public space for gathering or even shelter during rainy days. Furthermore, the podium will have a glass façade that separates the public and semi-public space to accommodate retail areas and acess to the lift core. In addition to the podium, large atrium space is positioned in the centre with daylight access and exposed view to the tower.
This 211.4m tall tower is composed of 51 floors, with 48 rentable floors and 3 mechanical floors. The structure consists of 2 basement levels for parking, low rise (18 floors), mid rise (13 floors), high rise (20 floors) and crown. The building was designed following the set back requirements of the overall tower’s height and rotated and sculpted with 8 sides to gain maximum exposure to northern light and diverts the strong wind coming from the north, east, and west. Furthermore, the tower incorporates a stepped feature that separates the program between the office and the hotel area.
The floor efficiency is calculated to be as efficient as possible, with office floor having 84.41% floor efficiency and 81.06% floor efficiency for the hotel floor. The leasing depth of the office floor (low and mid rise) is 14m and 12m for the hotel floor (high rise) measured from the central lift core. The 16x16m lift core is positioned at the centre of the tower including a lift lobby that provides comfort and ease of access for its occupants. The lift groups are separated into 3 groups, low rise, where it runs from the basement to the ground and to the lower office floor, mid rise, where it runs from the ground floor to the upper office floor, and high rise, which is separated into two parts, one goes to the sky lobby, and the other goes directly to the gym area for gym members. The idea of having direct access for gym members enables local community growth inside the tower. Whilst the gym will be located on the top floor, occupants can also enjoy a great view towards the Flagstaff Garden and Southern Cross Station.
Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY
1.2 STRUCTURAL CONCEPT
Author
Hafiz Azman
Subject Coordinator: Dr Giorgio Marfella Student ID
779902
The overall structure of the tower utilized the outrigger and belt truss system in response to our design concept to control the excessive drift due to lateral load coming from the wind in Melbourne. The belts and outriggers are located at the mechanical floor where they are attached to every corner of the core along with the mega columns. The steel outrigger structural system aid to transfer the loads down the building via the belt trusses. The mechanical floors are strategically located at mid-rise and high-rise of the tower to facilitate the floor level. This will allow the maximum net lettable are to be achieved. This not only avoids the tower from lateral load but also eliminated the difficult connection of the outrigger to the core. The tower consists of 8 mega-columns in size of 1200mm x 600mm and 8, 500mm diameter of circular hollow section columns that fully runs from the ground lobby to the top of the building. These extended mega columns will be utilized to hold the structure of the tower and outrigger steel. The mega columns and the circular hollow section are spaced 7500mm at the interval to allow consistent load transfer down the building. The typical floor of the tower utilized concrete slab with bondek that is supported by the steel beam running toward the core. The typical floor steel beams, 530 UB 82 are spaced 3 meters apart from each other that connect the edge beam with the core. The podium structure is designed to separate the inner and outer side of the podium. The inner podium is 20 meters high and the outer podium is 9.7 meters. The podium utilized 1500mm x 1500mm steel space frame to support 9.7 meters high of toughened glass canopy around the outer podium parameter. The spider fixings are being used throughout the podium area to minimise the usage of the column required for the podium that allows 10 meters spacing of concrete column (50mm diameter) to be placed. The inner podium has 2 floors including the ground lobby which give a lot of free space to be utilized for retail, business, and walkway. This open space allows the pedestrian or visitor to have a walk-through space in the podium without affecting the worker in the tower. The high ceiling concept of the podium allows an open rooftop that is covered with a space frame and toughened glass. This will provide the view from the inside of the podium to the tower. This also allows the podium to have natural lighting to be integrated with passive design. The tip of the tower may be affected by the high density of wind, thus the steel structural system is placed for the crown structure. The circular hollow section for the crown is 1500mm apart and PFC is being used for horizontal bracing. Xsplatform telescopic BMU system is installed on to the roof that can be extended in a vertical and horizontal direction for maintenances and construction uses.
Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Marfella
1.3 FACADE CONCEPT
Author
Student ID
Sandra Lin
915202
West Elevation Spandrel with photovoltaic cells, vertical operable louvres and glass vision panel behind
Podium Entrance Cable net and space truss system clad in Pilkington planar laminated safety glass – translucent white and Vlam glazing panelstransparent, respectively
a
Crown Axonometric Clad in Pilkington planar laminated safety glass-translucent, offering views around tower. Open air crown space, stepping up to the north east, backlit by sun in the morning
Vertical Louvres Operable, shading from sun as it moves from east to west during the day. Still allows for views out and to the sides. Natural ventilation in through the air vent system.
North Louvres Horizontal extruded louvres shading the floors from harshest rays. Operable with blinds behind inner skin vision panel. Photovoltaic spandrel panels divide the louvres of each floor. Crown façade visible above.
The design concept for the building envelope revolves around creating a feeling of a “breathable” façade. Opaque and translucent white materiality has also been used around the tower in certain vertical panels (podium, spandrel colourback and crown) to give a sense of lightness, reminiscent of clouds and Melbourne fog. The podium space frame structure is clad for the internal flat roof in glass (Vlam glazing panels, tough laminated, low-e, heat soak treated- transparent), offering protection from the weather such as rain but allowing natural sunlight throughout. The cable net system, a white coated finish (Pilkington planar laminated safety glass translucent) is used for openness on the ground floor podium, creating the transition from street into the tower. The same transparent tough laminated glass is used on the space frame over the canopy of the podium and over the atrium of the tower. The outer layer of the podium has no walls, allowing people to move freely throughout the space and maximise natural ventilation, particularly on hot summer days, without the need to mechanically cool the area. For the tower, the east and west facades have operable vertical louvres and the north has horizontal louvres with no shading needed at the south but with additional low -e coating and natural ventilation system installed. The north, east and west façades have an 800mm wide aluminium catwalk inbetween the curtain wall skin and outer louvre system. The outer louvre system and internal blinds can be moved manually from individuals inside, allowing them to customise the natural light entering the space, particularly for the office workers. The double-glazed argon insulated unit of curtain wall is connected to the outer louvre skin using an aluminium frame and secondary outrigger support. The outer skin also has PV spandrel panel, with the internal opaque white ceramic enamel fritz spandrel (that compliments the white of the podium); the ventilation grills are directly behind, essentially concealing the service zone.The louvre systems are continued over the mechanical floor to streamline the facade; however, the air vent grills are larger allowing ventilation and heat transfer away from the building naturally. The client has decided to maximise the views out of the south façade out to Lonsdale St, investing in double glazing with argon insulation for the curtain wall. As cooler summer breezes come from the south, there are natural air ventilation systems to capture these breezes. The crown has a Skydeck for the hotel occupants to access, with the surrounding (Pilkington planar laminated safety glass-translucent) glass allowing 360 views around the tower. Access to the roof is from the lift overrun and to the Building Maintenance unit located on top of the core and lifts. The same 1500 module has been carried from the podium up to the crown, drawing the eye up the tower and around. However, instead of a double skin of louvres and internal double glazed vision panel, the crown façade uses only a single laminated toughened glass unit. As the glass is solid it offers protection from the high winds that divert around the tower, making the roof top more pleasant for individuals. The stepped crown design helps to break up the wind, diverting the wind loads around the tower.
Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Marfella
PART 2 GENERAL ARRANGEMENT DRAWINGS
CONCEPT DIAGRAM DIAGRAMS
EXPLODED AXONOMETRIC STEPPED CROWN DESIGN
CROWN
PROGRAM SEPARATION (OFFICE AND HOTEL) TOWER SET BACK TO MINIMISE NOISE FROM THE MAIN ROAD
RESPONSE TO WIND PRESSURE AND MAXIMUM VIEWS
OFFSET PODIUM DESGIN TO EMPHASISE THE CIRCULATION
LO NS DA L
LO NS DA L
E
E
ST .
ST .
ST . E LO NS DA L
LO NS DA L
LO NS DA L
E
E
ST .
ST .
SPACE FRAME
MAXIMUM SITE COVERAGE FOR EFFICIENCY
HOTEL
SPACE FRAME
PODIUM DESIGN: SPACE FRAME TO ALLOW NATURAL LIGHTING
MASTERPLAN 1:1500
HIGH RISE
PUSH AND PULL OF PODIUM ELEMENT WITH ATRIUM THAT ENABLES VIEW OF THE TOWER
STRATEGY MAP 1:1000 TO FLAGSTAFF GARDENS
T
REE
ST OBE
R
LA T
ET
RISE MID INGS LD BUI
LITT
E
ZON
RR ME
NG ADI
LO
NL ANE
LIFT CORE
AN
ET
TRE
NL ANE
PM
RITZ THE TON L CAR
T REE
IMA
G ST
RR ME
LIS TRA NTS S U A E RTM APA
RNE BOU L E M ONE NTS E RTM APA
KIN
ES DAL
NS
E LO
L LITT
AM
IUM
TO MELBOURNE CBD
TO MARVEL STADIUM
SPE NCE
5
R ST
9AM &3PM
T REE
1 N
ZC
RIT
T
TO ARL
3
LE
SDA
LON
EE STR
HIGH RISE LIFT (GF - SKY LOBBY - CROWN) POD
BOU MEL ONE S ENT RTM APA
OFFICE
LEGEND:
IUM
ATR
RNE
THE
LOW RISE
IMA
9AM
S GLIS
MID RISE
LIS TRA NTS S U A E RTM APA
L
SDA
ON LE L
RE E ST
MID RISE LIFT (GF - UPPER OFFICE) LOW RISE LIFT (BASEMENT - GF - LOWER OFFICE)
ET
PODIUM
TRE
ES DAL
S
LON
BASEMENT
LEGEND: ACCESS FOR PEDESTRIAN
2
VEHICLE ACCESSS FOR TAXI DROP-OFF UNDERCOVER AREA (TRANSPARENT MATERIAL)
3PM
STREET VIEW
4
DE
T SI
ES ER W
UPP S
ROS NC R E N TH SOU STATIO
ISE H R GS G I H LDIN BUI
VIEW 1.
VIEW 2.
VIEW 3.
PERSPECTIVE VIEW
SECTION THROUH LONSDALE STREET.
VIEW 4.
VIEW 5.
GROUND FLOOR PLAN 1:500
PROPOSED TOWER DESIGN CONCEPT MODEL
S
ANGLIS
L
ET
LE STRE
ONSDA ITTLE L
LIS AUSTRA TS N E M APART
1:12.5 1:6 1:12.5
MERR IMAN LANE
Z THE RIT N O T L R CA
NE URNE O MELBO S ENT APARTM
ATRIUM SPACE
LEGEND:
VEHICLE ACCESSS FOR TAXI DROP-OFF
TA
IL
ACCESS FOR PEDESTRIAN
RE
RET
AIL
UNDERCOVER AREA (TRANSPARENT MATERIAL) PODIUM GOODS LIFT LOW RISE LIFT (BASEMENT - GF - LOWER OFFICE)
PODIUM
1:14
MID RISE LIFT (GF - UPPER OFFICE) HIGH RISE LIFT (GF - SKY LOBBY - CROWN) RECEPTIONIST RETAIL SPACE
ABPL90118 | APPLIED ARCHITECTURAL TECHNOLOGY MODULE 01 | VERTICAL FEASIBILITY
ET
LE STRE
LONSDA
TUTORIAL 21 [LUCA] GROUP C: SANDRA LIN [915202], HAFIZ AZMAN [779902], CHARENSIA PRICILLA ROMPIS [860209]
A1.1
SITE PLANS AND MASSING CONCEPT
SECTION [NOT TO SCALE]
+211.4
CROWN
TOWER +197.07
LEVEL 50
+194.0
LEVEL 49
+190.9
LEVEL 48
+187.8
LEVEL 47 LEVEL 46
+181.6
LEVEL 45
+178.5
LEVEL 44
+175.4
LEVEL 43
+172.3
LEVEL 42
TOTAL GROSS FLOOR AREA (SQM) - OFFICE
44,331.57
TOTAL GROSS FLOOR AREA (SQM) - HOTEL
24,328.08
TOTAL NET LETTABLE AREA (SQM) - OFFICE
37,419.57
TOTAL NET LETTABLE AREA (SQM) - HOTEL
19,720.08
TOTAL BUILDING GFA (SQM)
64,186.16
TYPICAL FLOOR PLATES 1:500 12000
+184.7
SIXFIFTY
HIGH RISE (Level 32-50)
+159.9
LEVEL 39
+156.8
LEVEL 38
+153.7
LEVEL 37
+150.6
LEVEL 36
+147.5
LEVEL 35
+144.4
LEVEL 34
+141.3
LEVEL 33
+138.2
LEVEL 32
+130.2
LEVEL 31 LEVEL 30
+122.6
LEVEL 29
+118.8
LEVEL 28
+115.0
LEVEL 27
+111.2
LEVEL 26
+107.4
LEVEL 25
+103.6
LEVEL 24
1351.56
NET LETTABLE AREA (SQM)
1095.56 81.06
SKY LOBBY
14000
+126.4
GROSS FLOOR AREA (SQM)
EFFICIENCY (%)
HIGH RISE LIFT (SKY LOBBY - CROWN)
LEVEL 40
(GF - SKY LOBBY - CROWN)
MEDIUM RISE (Level 19-31) (GF - UPPER OFFICE)
NET LETTABLE AREA (SQM)
1385.91 84.41
LEVEL 21
+084.6
LEVEL 20
+080.8
LEVEL 19
+077.0
LEVEL 18
+073.2
LEVEL 17
+069.4
LEVEL 16
+065.6
LEVEL 15
+061.8
LEVEL 14
+058.0
LEVEL 13
+054.2
LEVEL 12
+050.4
LEVEL 11
+046.6
LEVEL 10
LEVEL 8
+035.2
LEVEL 7
+031.4
LEVEL 6
+027.6
LEVEL 5
+023.8
LEVEL 4
+020.0
LEVEL 3
+012.0
LEVEL 2
+008.0
LEVEL 1
GROUND FLOOR LOBBY
1641.91
NET LETTABLE AREA (SQM)
1385.91 84.41
EFFICIENCY (%)
MECHANICAL FLOOR 1
ATRIUM
RETAIL
LEGEND: UNDERCOVER AREA (TRANSPARENT MATERIAL) RETAIL
WALKWAY
PODIUM SERVICES MECHANICAL FLOOR GOODS LIFT
-003.5
BASEMENT 1
-007.0
BASEMENT 2
ABPL90118 | APPLIED ARCHITECTURAL TECHNOLOGY MODULE 01 | VERTICAL FEASIBILITY
LOW RISE LIFT (BASEMENT - GF - LOWER OFFICE) MID RISE LIFT (GF - UPPER OFFICE) HIGH RISE LIFT (GF - SKY LOBBY - CROWN)
TUTORIAL 21 [LUCA] GROUP C: SANDRA LIN [915202], HAFIZ AZMAN [779902], CHARENSIA PRICILLA ROMPIS [860209]
A1.2
SECTION AND TYPICAL PLANS
44000
+039.0
GROSS FLOOR AREA (SQM)
14000
LEVEL 9
(BASEMENT - GF - LOWER OFFICE)
16000
+042.8
LOW RISE (Level 1-18)
MID RISE LIFT (GF - UPPER OFFICE)
+088.4
LOW RISE LIFT (BASEMENT - GF - LOWER OFFICE)
LEVEL 22
HIGH RISE LIFT (GF - SKY LOBBY - CROWN)
+092.2
MECHANICAL FLOOR 2
14000
LEVEL 23
14000
+096.0
44000
1641.91 16000
GROSS FLOOR AREA (SQM)
EFFICIENCY (%)
+000.0
40000
+163.0
MECHANICAL FLOOR 3
12000
LEVEL 41
16000
+166.1
PHYSICAL MODEL (1:500) PHOTOGRAPHS
LOW RISE
MID RISE
HIGH RISE
FLOOR PLATES ARRANGEMENT
ATTACHED PODIUM
Lorem ipsum FINISHED MASSING MODEL
ABPL90118 | APPLIED ARCHITECTURAL TECHNOLOGY MODULE 01 | VERTICAL FEASIBILITY
TUTORIAL 21 [LUCA] GROUP C: SANDRA LIN [915202], HAFIZ AZMAN [779902], CHARENSIA PRICILLA ROMPIS [860209]
A1.3
PHYSICAL MODEL
44000
5 A2.1
63500
TR
2
TR
2 EB1
B2
C1
B2
B2
1
EB1
B2 B2
B2
EB1
C2
B2
B2
B2 CR1
3
EB1
B2
B2
B2
SL1
C1
B1
4
B2
B2 B2
B2
5
C2 C1
B2
EB1
B2
C1
B2
C2
2
EB1
C2
EB1
EB1
9000
TR2
B2
B2
TR
TR2
B2
B1
2
C2
B1
B1
B2
C2
TR
2 TR 2
9000
TR2
B2
B2 B2
3000
C2
TR2
B2
B1
3000
14500
9000
2
TR
B2
B1
B2
EB1 B2
EB1
C1
TR2
TR2
TR2
C2 TR2
C2
B2
3000 3000 3000
TR2
C2
EB1
TR2
2
EB1
B2
B2
B2
TR2
C2
TR
TR2
3000
B2
EB1
EB1
C2
C2
B2
3000
B1
C1
C1
B2
B2
B2
EB1
C2
B2
B1
C2
C2
3000
15000
44000 C2
B2 EB1
TR2
TR2
1500 3000
CR1
EB1
B2 B2
B1
B2
B2
B2
B2
B1
B2
B2
C1
3000 1500 3000
TR
C1
TR2
B2
C1
EB1
EB1
B1
B2 B2
9000
B2
B2
B2
EB1
BB 22
2
9000
CR1
B2
C2
B2
B2
9000
TR2
B1
C2
C2
B2
EB1
EB1
B2
B2
C2
EB1
SL1
B2
C1
C2 TR2
B2
C2
TR2
C1
B2
CR1
B2
TR2
C2
B2
B1
C2
C2
EB1
B2
B2
3000
B2
3000 1500 3000
B2 B2
2
TR C2
B2
B2
TR2
14500
T R2 EB1
B1
B2
B2
B2
B2
B1
B1
EB1
C1
B2
B2
EB1
B2
EB1
9000
C2
B2
C1
TR2
9000
C2
T R2 EB1 B2
B2 B2
C2
TR2
TR2
TR2
TR2
TR2
C2
C1
EB1
B2
9000
C2
3000
EB1
C1
EB1
B2
9000
C2
TR2
2
3000
C2
TR1
C2
TR
3000 1500 3000
B2
C2
3000
14500
B2
C2
TR1
3000
9000
C2
C2
94500
C2
9000
B2
C2
TR1
9000
B2
C2
9000
B2
C2
C2 4500
9000
B2
9000
B2
9000
15000
B2
1500
14500
C2
C2
C2
C2
TR1
C2
A
C2
2 A2.1
PODIUM ROOF PLAN 1:400
3000 mm
FLOOR TO FLOOR HEIGHT
SPACE FRAME WARREN TRUSS CONCRETE FILLED RECTANGULAR COLUMN CIRCULAR HOLLOW SECTION REINFORCED CONCRETE WALL UNIVERSAL STEEL BEAM UNIVERSAL STEEL BEAM CONCRETE ENCASED STEEL BEAM BONDEK STEEL FRAMING
CODE
1500h x 850w 1500h x 600w 1800 mm x 900 mm 500 mm dia. 600 mm 610 UB 125 530 UB 82 460 UB 82 590 mm x 52 mm
C1 C2 CR1 B1 B2 EB1 SL1
1,500 mm
STRUCTURAL GRID
STRUCTURE
3000 mm
PROFILE
PRIMARY COLUMN SECONDARY COLUMN CORE SHEAR WALL PRIMARY BEAM SECONDARY BEAM EDGE BEAM COMPOSITE STEEL DECKING
I I I
CONCRETE FILLED RECTANGULAR COLUMN CIRCULAR HOLLOW SECTION REINFORCED CONCRETE WALL UNIVERSAL STEEL BEAM UNIVERSAL STEEL BEAM CONCRETE ENCASED STEEL BEAM BONDEK STEEL FRAMING
1500 3000
3000
3000
3000
C1
C2
C2
4
C2
C2
5
C2
C2
C2
C
C2
E
C2 CR1 SL1
STRUCTURE SECONDARY COLUMN CORE SHEAR WALL COMPOSITE STEEL DECKING
3000 mm
PROFILE
DIMENSION
CIRCULAR HOLLOW SECTION REINFORCED CONCRETE WALL BONDEK STEEL FRAMING
ABPL90118 | APPLIED ARCHITECTURAL TECHNOLOGY MODULE 02 | STRUCTURE AND ARCHITECTURE
B1
B2
B2
C1
B2
2
B2
B2
B2
B2 CR1
C2
B1
C1
200 mm dia. 200 mm 590 mm x 52 mm
B2
EB1
EB1
B2
C2
EB1
EB1
B
C
HIGH-RISE STRUCTURAL PLAN 1:200
C1
D
E
NOTE: STRUCTURAL GRID ANNOTATIONS (A,B,C ... 1,2,3, ...) OF THE TOWER.
1,500 mm
STRUCTURAL GRID
STRUCTURE
3000 mm
FLOOR TO FLOOR HEIGHT
PROFILE
PRIMARY COLUMN SECONDARY COLUMN CORE SHEAR WALL PRIMARY BEAM SECONDARY BEAM EDGE BEAM COMPOSITE STEEL DECKING
TUTORIAL 21 [LUCA] GROUP C: SANDRA LIN [915202], HAFIZ AZMAN [779902], CHARENSIA PRICILLA ROMPIS [860209]
4
B2
TABLE 3. HIGH RISE - SCHEDULE OF STRUCTURAL ELEMENTS
C1 C2 CR1 B1 B2 EB1 SL1
3
EB1
SL1
A
CODE
TABLE 4. CROWN - SCHEDULE OF STRUCTURAL ELEMENTS
CODE
B2
C1
NOTE: STRUCTURAL GRID ANNOTATIONS (A,B,C ... 1,2,3, ...) OF THE TOWER.
STRUCTURAL GRID
B2
B2
BUILDING MODULE
1,500 mm
B1
C2
3 A2.1
BUILDING MODULE
B1
1
C2
D
CROWN STRUCTURAL PLAN 1:200
B2
B2
C2 C2
B2
B2
EB1 EB1 C1
3000
C2
B2
B1
EB1
CR1
C2
EB1
C2
EB1
EB1
3000 3000 3000 1500 3000
C2
B
3000
C1
EB1
EB1
B2
C2
3000
3000 1500 3000 3000 3000
3000
3
C2
C2
3000
CR1
3000
C2
SL1
15000
CR1
A
4 A2.1
C1
C2
C2
1500 3000
B1
2
C2
C2
3000
EB1
EB1
C2
C2
3000
B2
3000 1500 3000
C2
C2
12500
12500
1
12500
3000
C2
C2
C2
3000
12000
EB1
C2
C2
C2
3000 1500 3000
B2
C2
C2
C2
3000
B2
C2 C2
C2
C2
16000
C2
C2
C2
3000 1500 3000 3000
C2
3000
3000
15000
C2
C2
3000
C2
C2 40000
C2
C2
3000
12000
B2
3000 1500 3000
12000
40000
3000
16000
B1
C2
C2
12500
3000
1200 mm x 600 mm 500 mm dia. 500 mm 610 UB 125 530 UB 82 460 UB 82 590 mm x 52 mm
40000
B1
3000
3,800 mm
DIMENSION
40000 12000
FLOOR TO FLOOR HEIGHT
B2
I I I
BUILDING MODULE
4,000 mm
DIMENSION
PROFILE
PODIUM TRUSS FLOOR FRAMING TRUSS PRIMARY COLUMN SECONDARY COLUMN CORE SHEAR WALL PRIMARY BEAM SECONDARY BEAM EDGE BEAM COMPOSITE STEEL DECKING
E
NOTE: STRUCTURAL GRID ANNOTATIONS (A,B,C ... 1,2,3, ...) OF THE TOWER.
MID-RISE STRUCTURAL PLAN 1:200
B2
TR1 TR2 C1 C2 CR1 B1 B2 EB1 SL1
STRUCTURAL GRID
STRUCTURE
D
B2
CODE
1,500 mm
C
TABLE 2. MID RISE - SCHEDULE OF STRUCTURAL ELEMENTS
TABLE 1. LOW RISE - SCHEDULE OF STRUCTURAL ELEMENTS BUILDING MODULE
B
B2
C2
TR1
B2
1 A2.1
TR1
B2
C2
A2.1
I I I
CONCRETE FILLED RECTANGULAR COLUMN CIRCULAR HOLLOW SECTION REINFORCED CONCRETE WALL UNIVERSAL STEEL BEAM UNIVERSAL STEEL BEAM CONCRETE ENCASED STEEL BEAM BONDEK STEEL FRAMING
STRUCTURAL PLANS
3,100 mm
DIMENSION 800 mm x 400 mm 400 mm dia. 400 mm 610 UB 125 530 UB 82 460 UB 82 590 mm x 52 mm
5
9600
2000
39700
1600
CROWN
LEVEL 49
+190.9
LEVEL 48
+187.8
LEVEL 47
+184.7
LEVEL 46
+181.6
LEVEL 45
+178.5
LEVEL 44
+175.4
LEVEL 43
+172.3
LEVEL 42
LEVEL 41
+163.0
LEVEL 40
+159.9
LEVEL 39
+156.8
LEVEL 38
+153.7
LEVEL 37
+150.6
LEVEL 36
+147.5
LEVEL 35
+144.4
LEVEL 34
+141.3
LEVEL 33
+138.2
LEVEL 32
+130.2
LEVEL 31
+126.4
LEVEL 30
+122.6
LEVEL 29
+118.8
LEVEL 28
+115.0
LEVEL 27
+111.2
LEVEL 26
+107.4
LEVEL 25
+103.6
CIRCULAR HOLLOW SECTION 500MM
CONCRETE FILLED RECTANGULAR COLUMN
OUTRIGGER (8000HX1000W) MAX SPAN 10000MM
STEEL BELT
MECHANICAL FLOOR 3 WITH OUTRIGGER
FFL 96.0 LEVEL 23
UNIVERSAL BEAM STEEL BEAM
FFL 92.2 LEVEL 22
FFL 88.4 LEVEL 21
7
A2.2
SKY LOBBY
6
A2.2
TYPICAL OFFICE FLOOR SECTION 1:100
CIRCULAR HOLLOW SECTION 500MM
FFL 144.4 LEVEL 34 700
+166.1
SIXFIFTY
FFL 103.6 LEVLE 24
(GF - SKY LOBBY - CROWN)
+194.0
TOWER
(GF - UPPER OFFICE)
LEVEL 50
HIGH RISE (Level 31-50)
+197.1
MEDIUM RISE (Level 18-30)
+211.4
5700
CONCRETE FILLED RECTANGULAR COLUMN
STEEL BEAM
LEVEL 24 FFL 141.3 LEVEL 33 MECHANICAL FLOOR 2 WITH OUTRIGGER
LEVEL 21
+084.6
LEVEL 20
+080.8
LEVEL 19
+077.0
LEVEL 18
+073.2
LEVEL 17
+069.4
LEVEL 16
+065.6
LEVEL 15
+061.8
LEVEL 14
+058.0
LEVEL 13
+054.2
LEVEL 12
+050.4
LEVEL 11
+046.6
LEVEL 10
+042.8
LEVEL 9
+039.0
LEVEL 8
+035.2
LEVEL 7
+031.4
LEVEL 6
+027.6
LEVEL 5
+023.8
LEVEL 4
+020.0
LEVEL 3
+012.0
+008.0
LEVEL 2
LEVEL 1
+000.0
GF LOBBY
-003.5
BASEMENT 1
-007.0
BASEMENT 2
5 A2.2
6
A2.2
7 A2.2
TYPICAL HOTEL FLOOR SECTION 1:100
CROWN STRUCTURE
FINISHED FLOOR SLAB (BASEMENT - GF - LOWER OFFICE)
+088.4
FFL 138.2 LEVEL 32
LOW RISE (Level GF-17)
LEVEL 22
BEAM LAYOUT
COLUMNS ARRANGEMENT
26200
9800
BELT AND OUTRIGGERS
FLOOR BEAM STRUCTURE
MID RISE LIFT (GF - UPPER OFFICE)
+092.2
UNIVERSAL BEAM
LOW RISE LIFT (BASEMENT - GF - LOWER OFFICE)
LEVEL 23
HIGH RISE LIFT (GF - SKY LOBBY - CROWN)
+096.0
ATRIUM SPACE FRAME
MECHANICAL FLOOR 1 WITH OUTRIGGER ATRIUM
RETAIL
PODIUM SPACE FRAME
RETAIL
WALKWAY
PODIUM CONCRETE COLUMN
STRUCTURAL SECTION 1:300
ABPL90118 | APPLIED ARCHITECTURAL TECHNOLOGY MODULE 02 | STRUCTURE AND ARCHITECTURE
8 A2.2
TUTORIAL 21 [LUCA] GROUP C: SANDRA LIN [915202], HAFIZ AZMAN [779902], CHARENSIA PRICILLA ROMPIS [860209]
A2.2
SECTIONS
EXPLODED AXONOMETRIC NOT TO SCALE
3D IMAGES
TYPICAL STRUCTURAL SYSTEM OF THE TOWER
TYPICAL STRUCTURAL SYSTEM OF THE TOWER (MEHCANICAL FLOOR WITH OUTRIGGER)
ISOMETRIC VIEW
PODIUM STRUCTURE
ABPL90118 | APPLIED ARCHITECTURAL TECHNOLOGY MODULE 02 | STRUCTURE AND ARCHITECTURE
ELEVATION (STRUCTURE)
TUTORIAL 21 [LUCA] GROUP C: SANDRA LIN [915202], HAFIZ AZMAN [779902], CHARENSIA PRICILLA ROMPIS [860209]
A2.3
39700
1600
CROWN
TOWER 5 A3.1
LEVEL 46
+181.6
LEVEL 45
+178.5
LEVEL 44
+175.4
LEVEL 43
+172.3
LEVEL 42
7 A3.2
+166.1
LEVEL 41
+163.0
LEVEL 40
+159.9
LEVEL 39
+156.8
LEVEL 38
+153.7
LEVEL 37
+150.6
LEVEL 36
+147.5
LEVEL 35
+144.4
LEVEL 34
+141.3
LEVEL 33
+138.2
LEVEL 32
SP2
VP2 SP2
+118.8
LEVEL 28
+115.0
LEVEL 27
+111.2
LEVEL 26
+107.4
LEVEL 25
+103.6
LEVEL 24
VP2
SP2
SP2
DOUBLE GLAZE GLASS PANEL
VP2
1 A3.1
VP2
VP2
SP1
SP1
SP1
VP1
VP1
VP1
SP1
SP1
SP1
VP1
VP1
VP1
2 A3.1
TYPICAL CURTAIN WALL (INNER LAYER) 1:50
1500
1500
TYPICAL SOUTH FACADE PARTIAL ELEVATION 1:50
1500
1500
1500
1500
FFL 92.2 L.23
1000
LEVEL 29
VP2
NATURAL VENTILATION SYSTEM
(GF - UPPER OFFICE)
+122.6
SP2
DOUBLE GLAZE GLASS PANEL
FFL 88.4 L.22
MEDIUM RISE (Level 18-30)
LEVEL 30
1500
MECHANICAL FLOOR 3 WITH OUTRIGGER
LEVEL 31
+126.4
SP2
NATURAL VENTILATION SYSTEM
FFL 84.6 L.21
+130.2
1500
FFL 92.2 L.23
1000
+184.7
1500
1500
2800
LEVEL 47
1500
1000
+187.8
1000
LEVEL 48
1500
2800
+190.9
1000
LEVEL 49
2800
+194.0
(GF - SKY LOBBY - CROWN)
LEVEL 50
HIGH RISE (Level 31-50)
+197.1
SIXFIFTY
2800
+211.4
2000
BIPV
BIPV
BIPV
VL1
VL1
VL1
BIPV
BIPV
BIPV
VL1
VL1
VL1
1000
5700
1500
BIPV
BIPV
BIPV
VL1
VL1
VL1
BIPV
BIPV
BIPV
VL1
VL1
VL1
LEVEL 18
+073.2
LEVEL 17
+069.4
LEVEL 16
+065.6
LEVEL 15
+061.8
LEVEL 14
+058.0
LEVEL 13
+054.2
LEVEL 12
+050.4
LEVEL 11
+046.6
LEVEL 10
+042.8
LEVEL 9
+039.0
LEVEL 8
+035.2
LEVEL 7
+031.4
LEVEL 6
+027.6
LEVEL 5
+023.8
LEVEL 4
+020.0
LEVEL 3
FFL 84.6 L.21
3 A3.1
TYPICAL EAST & WEST FACADE PARTIAL ELEVATION 1:50
26200
BOTTOM LAYER
LEVEL 2
+009.7
3 A3.2
+005.5
+000.0
TYPICAL NORTH FACADE PARTIAL ELEVATION 1:50
9800
2 A3.2 +012.0
4 A3.1
WALKWAY
GF LOBBY
5 1 A3.1
A3.1
FACADE EASTERN ELEVATION 1:300
ABPL90118 | APPLIED ARCHITECTURAL TECHNOLOGY MODULE 03 | ENVELOPE AND ENVIRONMENT
TOP LAYER: GLASS
+077.0
FFL 88.4 L.22
ENCAPSULANT FILM
LEVEL 19
PHOTOVOLTAIC CELLS
+080.8
ENCAPSULANT FILM
LEVEL 20
1000
+084.6
2800
LEVEL 21
2800
+088.4
5 A3.1
1000
LEVEL 22
2800
+092.2
(BASEMENT - GF - LOWER OFFICE)
LEVEL 23
LOW RISE (Level GF-17)
+096.0
2800
MECHANICAL FLOOR 2 WITH OUTRIGGER
TUTORIAL 21 [LUCA] GROUP C: SANDRA LIN [915202], HAFIZ AZMAN [779902], CHARENSIA PRICILLA ROMPIS [860209]
A3.1
ELEVATIONS
ACTIVE SYSTEM: BIPV
FRL 12000 SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
FRL 9700
CIRCULAR HOLLOW SECTION MULLION
SG1
SPIDER FIXING SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
1500x1500mm PILKINGTON PLANAR LAMINATED SAFETY GLASS TOP HUNG STEEL TUBE MULLION 150mm DIA. CONNECTION BRACING TO COLUMN
FRL 9700
FRL 9700 SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
GL
GL
SG1
SG1
SG1
SG1
SG1
SG1
GL
SD
SG1
SG1
SG1
FCL 5500
FCL 8200
SG1
5500
SG1
SG1
GL SD
GL
SG1
FFL 0 - GF
FFL 0 -GF
1 A3.2
WALKWAY
OUTDOOR
OUTER PODIUM FACADE - TYPICAL PARTIAL ELEVATION 1:100
2 A3.2
INNER PODIUM FACADE - TYPICAL PARTIAL SECTION 1:100
3 A3.2
PODIUM FACADE SECTION 1:50
FCL 211400 FRL 211400
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CIRCULAR HOLLOW SECTION
CP1
CP1
SINGLE GLAZED HEAT- STRENGTHENED FACADE (TRANSLUCENT WHITE)
3000
CP1
CP1
RECTANGULAR HOLLOW SECTION
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
OUTSIDE ALUMINIUM SHEET CAPPING
3000
CP1
CROWN
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
FRL 197100
CP1
3000
FCL 196100
CP1
CP1
4 A3.2
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
CP1
FRL 197100
CROWN FACADE ELEVATION
5 A3.2
1:100
CROWN FACADE SECTION 1:50
MAINTENANCE WALKWAY SPRANDEL PANEL AIR VENTS
800 FFL 166.1 L.41
INSULATION PANEL
SPANDREL PANEL
CEILING PANEL TRANSOM
MULLION
PV SPRANDERL PANEL VERTICAL LOUVER
DOUBLE GLAZE GLASS PANEL FINISH FLOOR
PV SPANDREL GLASS
SYSTEM LOUVRED PLENUM BOX
BLIND PELMET
STELL BEAM
GLASS CURTAIN WALL
WIRE SUSPENDER
6 A3.2
MULLION 800MM CLEARANCE CATWALK
FACADE DIAGRAM NOT TO SCALE
FFL 163.0 L.40
TABLE 1. SCHEDULE OF MATERIAL CODE
REMARKS
MATERIAL
FINISH
MC SP1 SP2 VP1 VP2 VP3 BIPV CP1 VL1 HL1 WF SG1 SG2 GL
PODIUM CONCRETE COLUMN SPANDREL PANEL - OUTER FACADE SPANDREL PANEL - INNER FACADE VISION PANEL SOUTH VISION PANEL EAST & WEST VISION PANEL HORIZONTAL LOUVRE - NORTH BUILDING INTEGRATED PHOTOVOLTAIC CELLS CROWN FACADE PANEL VERTICAL SHADING EAST & WEST HORIZONAL SHADING NORTH CURTAIN WALL FRAME PODIUM VISION GLAZING PANELS PODIUM VISION GLAZING PANELS VLAM GLAZING PANEL
CONCRETE ENCASED CIRCULAR STEEL COLUMN SINGLE GLAZED TOUGHENED GLASS SINGLE GLAZED TOUGHENED GLASS DOUBLE GLAZED ARGON DOUBLE GLAZED ARGON DOUBLE GLAZED ARGON ONYX CRYSTALLINE SILICON PV SINGLE GLAZED HEAT-STRENGTHENED ALUMINIUM ALUMINIUM ALUMINIUM LAMINATED GLASS LAMINATED GLASS INSULATED TEMPERED GLASS
EPOXY PAINT FINISH REFLECTIVE FILM REFLECTIVE FILM N/A N/A N/A N/A REFLECTIVE FILM PVDF COATING PVDF COATING PVDF COATING ANTI-GLAZE ANTI-GLAZE N/A
ABPL90118 | APPLIED ARCHITECTURAL TECHNOLOGY MODULE 03 | ENVELOPE AND ENVIRONMENT
HORIZONTAL LOUVRE SYSTEM
TUTORIAL 21 [LUCA] GROUP C: SANDRA LIN [915202], HAFIZ AZMAN [779902], CHARENSIA PRICILLA ROMPIS [860209]
COLOUR LIGHT GREY GREY TRANSPARENT GREY GREY GREY DARK BLUE WHITE (TRANSLUCENT) LIGHT GREY LIGHT GREY LIGHT GREY WHITE COATED TRANSPARENT TRANSPARENT
A3.2
180X100 RHS OUTRIGGER SUPPORTING LOUVRE SYSTEM
7 A3.2
NORTH FACADE SECTION 1:25
ENLARGED SECTIONS AND ELEVATIONS
3D IMAGES
VIEW OF CROWN FACADE & NORTH FACADE
VIEW FROM EAST-WEST
FACADE DETAIL OF PODIUM
VIEW FROM LONSDALE STREET
ABPL90118 | APPLIED ARCHITECTURAL TECHNOLOGY MODULE 03 | ENVELOPE AND ENVIRONMENT
OVERALL FACADE VIEW FROM LONSDALE ST.
TUTORIAL 21 [LUCA] GROUP C: SANDRA LIN [915202], HAFIZ AZMAN [779902], CHARENSIA PRICILLA ROMPIS [860209]
A3.3
Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Marfella
PART 3 DETAILED DESIGN DRAWINGS
7 A4.1
1500
4 A4.1
1500
1500
1500
1500
1500
1500
1500
1500
1500
1100
SPIDER FIXING
500
10000 CIRCULAR HOLLOW SECTION MULLION
1 A4.1
500 PODIUM CONCRETE COLUMN
150mm DIA. CONNECTION BRACING TO COLUMN
OUTER PODIUM FACADE - TYPICAL PARTIAL PLAN 1:50
1500
1500
SPIDER FIXING
5 A4.1
PERSPECTIVE VIEW INSIDE THE OUTER PODIUM (WALKWAY)
1500
1500
1500
1500
300
1500
FCL 20000
DOWNPIPE SPIDER FIXING
1500
SPIDER FIXING
CABLE NET SYSTEM
OUTER & INNER PODIUM FACADE - TYPICAL PARTIAL PLAN 1:50
1500
1500
1500
6 A4.1
2 A4.1
1500
1500
1500
1500
1500
1500
1500
2 A4.1
300mm WIDTH GUTTER
1500x1500mm OVERHEAD GLAZING PANELS VLAM TOUGH LAMINATED TOUGHENED GLASS HEAT SOAK TREATED, LOW-E, 32mm THICK
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
PVC DOWNPIPE
SG1
FRL 9700
1:100 FALL
FRL 9700
1 A4.1
SPACE FRAME
1350
4 A4.2
FCL 8350
FCL 8350
1500
SG2
SG2
SG2
SG2
SG2
SG2
SG2
SG2
SG2
SG2
WALKWAY
WALKWAY
SG2
SG2
SG2
SG2
SG2
SG2
SG2
SG2
SG2
SG2
PODIUM CONCRETE COLUMN
PODIUM CONCRETE COLUMN
SG2
SG2
SG2
SG2
SG2
SG2
SG2
SG2
GL SG2
SG2
GL
GL
SG2
SG2 GL
SD
9700
SG2
8200
SG2
SD
SG2
CABLE NET SYSTEM
1:100 FALL
8200
SPIDER FIXING
CABLE TERMINATION POINT
AIR LOCK
SG2
SPIDER CLIP
GL 3 A4.2
SG2
SG2
SG2
SG2
SG2
MAIN LOBBY INTERIOR
SG2
FFL 0 - GF
FFL 0 - GF 1650
2700 6000
500
3000
AUTOMATIC SLIDING DOOR
1500
500
10000
6 A4.1
OUTER & INNER PODIUM FACADE - TYPICAL PARTIAL SECTION 1:50
OUTER & INNER PODIUM FACADE - TYPICAL PARTIAL SECTION 1:50
7 A4.1
3 A4.1
1650
1500 FRL 9700
GLASS CANOPY WITH SPACE FRAME SUPPORT UNDERNEATH
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
5 A4.2
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
CIRCULAR HOLLOW SECTION MULLION
SG1 1500 4200
SPIDER FIXING
SPIDER FIXING 1500x1500mm PILKINGTON PLANAR LAMINATED SAFETY GLASS
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
INCLINED CHORD STEEL CONNECTOR BASE PODIUM CONCRETE COLUMN
TOP HUNG STEEL TUBE MULLION
1500
SG1
STEEL SPACE FRAME COATED WITH WHITE OXIDE PRIMER VERTICAL CHORD
150mm DIA. CONNECTION BRACING TO COLUMN
FCL 5500
FCL 5500
OUTDOOR
WALKWAY
5500
5500
PODIUM CONCRETE COLUMN
8200
SG1
1500
SG1
1200
SG1
4200
FRL 9700
1500x1500mm OVERHEAD GLAZING PANELS VLAM TOUGH LAMINATED TOUGHENED GLASS HEAT SOAK TREATED, LOW-E, 32mm THICK
WALKWAY
FFL 0 - GF
FFL 0 - GF 500 4 A4.1
10000
500 7 A4.1
OUTER PODIUM FACADE - TYPICAL ELEVATION 1:50
ABPL90118 | APPLIED ARCHITECTURAL TECHNOLOGY MODULE 04 | PODIUM DETAIL
TUTORIAL 21 [LUCA] GROUP C: CHARENSIA PRICILLA ROMPIS [860209]
PODIUM FACADE: GENERAL ARRANGEMENT
A4.1
OUTER PODIUM FACADE - TYPICAL SECTION 1:50 SG1 SG2 GL SD
1500x1500mm PILKINGTON PLANAR LAMINATED SAFETY GLASS - TRANSLUCENT - WHITE COATED FINISHES 1500x1500mm VLAM GLAZING PANELS TOUGH LAMINATED, LOW-E, HEAT SOAK TREATED - TRANSPARENT 15mm CLEAR INSULATED TEMPERED GLASS - TRANSPARENT AUTOMATIC GLASS SLIDING DOOR
1 A4.2
PERSPECTIVE VIEW FROM ABOVE THE PODIUM
2 A4.2
PERSPECTIVE VIEW FROM THE ENTRANCE
FGS 4 ARM HEAVY DUTY POST FIXED SPIDER FITTING POLISHED STAINLESS STEEL FINISH
300
SILICON SEALANT AND BAKER ROD JOINT 1500x1500mm OVERHEAD GLAZING PANELS VLAM TOUGH LAMINATED TOUGHENED GLASS HEAT SOAK TREATED, LOW-E, 32mm THICK
FGS 4 ARM HEAVY DUTY POST FIXED SPIDER FITTING POLISHED STAINLESS STEEL FINISH WELDED JOINT
FRL 9700
1:100 FALL
1500x1500mm GLAZING PANELS VLAM TOUGH LAMINATED TOUGHENED GLASS HEAT SOAK TREATED, LOW-E, 32mm THICK
FRL 3500 FLASHING 30mm DIA. STEEL TUBULAR CONNECTORS WITH END EXYENSION FOR SPIDER FIXING 10mm ALUCOBOND CLADDING PANEL WITH GREY FINISH TIMBER BATTEN SUPPORT
DEAD LOAD CABLE
FIXING BRACKET INCLINED CHORD
STEEL BEAM PRESTRESSED CABLE
HORIZONTAL CHORD
CLAMP POINTS STEEL STRUT
M12 (MEROTSK) SPACE FRAME SUPPORT SYSTEM GALVANIZED STEEL
SILICON SEALANT AND BAKER ROD JOINT
SPIDER CLIP FITTING CURTAIN WALL
INDOOR
FCL 8350
4 A4.2
GUTTER CONNECTION FROM OUTER PODIUM TO INNER PODIUM - SECTION 1:10
AIRLOCK FINISHES STEEL PORTAL FRAME 15mm CLEAR INSULATED TEMPERED GLASS FACADE FGS 4 ARM HEAVY DUTY POST FIXED SPIDER FITTING POLISHED STAINLESS STEEL FINISH
SILICON SEALANT WITH BACKER ROD JOINT GASKET
FRL 9700
1:100 FALL
SILICON SEALANT WITH BACKER ROD JOINT 1500x1500mm OVERHEAD GLAZING PANELS VLAM TOUGH LAMINATED TOUGHENED GLASS HEAT SOAK TREATED, LOW-E COATED, 32mm THICK FGS 4 ARM HEAVY DUTY POST FIXED SPIDER FITTING POLISHED STAINLESS STEEL FINISH STEEL HINGE BOLT CONNECTION TO WELDED PLATE CONTINUOUS STEEL BEAM 150x10mm CHS HORIZONTAL CHORD INCLINED CHORD PILKINGTON PLANAR LAMINATED SAFETY GLASS, TWO PANES, 100mm TOUGHENED GLASS HEAT SOAK TREATED OUTDOOR
CONTINUOUS STEEL BEAM 150x10mm CHS SILICON SEALANT WITH BAKER ROD JOINT
AUTOMATIC SLIDING DOOR ALUMINIUM FRAMED 15mm FOLDED SUBSILL ALUMINIUM FLASHING ALUMINIUM STEEL MESH SILICON SEALANT
TYPICAL SLIDING DOOR ALUMINIUM FRAME BOTTOM CHANNEL 600x600x20mm POLISHED MARBLE TILE
400x400x30mm HONED GRANITE PAVING DPA S2 SLIP RESISTANT 1:100 SLOPED AWAY FROM THE BUILDING
MORTAR LAYER GROUT
MORTAR
600
CONCRETE FILL
1500
20 40
FFL 0 - GF
CONCRETE SCREED
STEEL HINGE AND BOLT CONNECTION TO WELDED PLATE
CONCRETE SLAB
STEEL CONNECTOR BASE
200
500mm DIA. PODIUM CONCRETE COLUMN WATERPROOF MEMBRANE
100x100x13mm STEEL ANGLE
3 A4.2
FIXING BRACKET
STORMTECH 65TRTDI THRESHOLD DRAINAGE MATTE BLACK FINISH
100mm DIA. TUBULAR STEEL STRUT BOLTED TO STEEL JOINT
65mm DIA. 3mm THICK ALUMINIUM SLOT DRAIN
150mm DIA. CONNECTION BRACING TO COLUMN
GLASS SLIDING DOOR CONNECTION TO THE GROUND - SECTION 1:5
ABPL90118 | APPLIED ARCHITECTURAL TECHNOLOGY MODULE 04 | PODIUM DETAIL
150mm DIA. CONNECTION BRACING TO COLUMN
TUTORIAL 21 [LUCA] GROUP C: CHARENSIA PRICILLA ROMPIS [860209]
5 A4.2
PODIUM FACADE: DETAILS
A4.2
SPACE FRAME - FACADE - CONNECTION DETAIL - SECTION 1:10
1500
1500
1500
1500
1500
1500
1500
1500
1500
800
PRODUCED BY AN AUTODESK STUDENT VERSION
1500
LEVEL 27
LEVEL 26
LEVEL 25
LEVEL 25
1
DOUBLE SKIN FACADE ELEVATION - TYPICAL OFFICE FLOOR
2
SCALE 1:50
1500
1500
1500
DETAIL SECTION - TYPICAL OFFICE FLOORV SCALE 1:100
1500
ALUMINIUM COVER PLATE INSULATION PANEL STACK JOINT
INTERNAL
VERTICAL LOUVER PV SPANDREL PANEL SPANDREL PANEL MULLION 800MM CLEARANCE WALKWAY INTERNAL BLIND
EXTERNAL
SUSPENDED CEILING ROD HANGERS ANCHOR BOLT L BRACKET
3
DOUBLE GLAZED GLASS
FLOOR PLAN- TYPICAL OFFICE FLOOR
EDGE BEAM
SCALE 1:50
FIXING BRACKET FLOOR FINISHING CEILING PANEL AIR VENTS BONDEK FIRE STOP
PRODUCED BY AN AUTODESK STUDENT VERSION 4
CLIP ANGLE
EXPLODE AXONOMETRIC DIAGRAM - DOUBLE SKIN FACADE NOT TO SCALE
ABPL90118 | APPLIED ARCHITECTURAL TECHNOLOGY MODULE 04 | TOWER DETAIL
TUTORIAL 21 [LUCA] GROUP C : HAFIZ AZMAN [779902]
A4.3
VP1 - VISION PANEL SP1 - SPRANDEL PANEL PVP - PHOTOVOLTAIC PANEL
VL1 - VERTICAL LOUVER AV1 - AIR VENT
PRODUCED BY AN AUTODESK STUDENT VERSION
ANCHOR BOLTS HALFEN SLAB ANGLE BRACKET HALFEN HTA-TR ANCHOR CHANNEL
SANDWICH INSULATION PANEL DOUBLE GLAZED VISION PANEL
STEEL SUPPORT MEMBER FIXING BOLTS
MULLION MALE
MULLION FEMALE
FIXING BOLT
540
540
540
540
VERTICAL LOUVER PV SPRANDEL PANEL UNDERNEATH
FIXING BOLT INSULATION HOLDING PIN SANDWICH INSULATION PANEL
S.S POP RIVET S.S PEN HEAD SCREW
WEATHER SEALANT STRUCTURAL SEALANT
3
CONNECTION DETAIL - TYPICAL MULLION DETAIL SCALE 1:5
ABPL90118 | APPLIED ARCHITECTURAL TECHNOLOGY MODULE 04 | TOWER DETAIL
TUTORIAL 21 [LUCA] GROUP C : HAFIZ AZMAN [779902]
CLEARANCE WALKWAY/ MAINTENANCE
A4.4
BMU
PARAPET RAILING
1500
1500
1500
1500
1500
1500
100 18
100 280
800
+211.4
1000
LEVEL 50
20MM ASPHALT COATING CONCRETE SCREED TO PRODUCE FALL WATERPROOF MEMBRANE
1200
CIRCULAR HOLLOW SECTION 3000MM SPACING
6500
CORE 1500
VERTICAL MULLION OF UNITISED PANEL
120
1500
SINGLE SKIN GLAZED FACADE
200
SPANDREL PANEL WITH PHOTOVOLTAICS
1100
(PILKINGTON PLANAR LAMINATED SAFETY GLASS- TRANSLUCENT) LEVEL 50
+197.1
1200
600
FIXED VENTILATION LOUVRES (INNER SKIN)
1 A4.1 1500
CROWN PARTIAL ELEVATION 1:50 1500
1500
2 A4.1
1500
1500
CROWN PARTIAL SECTION 1:50
1500
WEATHER SEALANT (TO ELIMINATE WATER INGRESS) 3MM GREY PAVED ALUMINIUM SKIRTING SEALANT FIXED TO SCREED FLAT ROOF DRAIN
MIN 900 TURNING RADIUS
RECTANGULAR HOLLOW SECTION CIRCULAR HOLLOW SECTION 200
FREELY LAID BMU RAILING
1600
GLAZING OF CROWN FACADE TRANSLUCENT WHITE BUILDING MAINTENANCE UNIT
900
BMU SHELTER BMU RAIL BALUSTRADE
500
PARAPET PAVING FINISH (GREY)
BALUSTRADE
100
DOOR TO ROOF
PARAPET
400MMX400MM EURO SLATE PAVERS IN “ATHENS”
2500
WEST FACADE SYSTEM
SOUTH FACADE SYSTEM BLINDS DRAWN BEHIND
3D VIEW OF CROWN NOT TO SCALE
500
180
280
4 A4.1
CROWN PARTIAL PLAN 1:50
3000 3000 1850 3000 3000
BMU RAIL LAID FREELY
3000
TOP LAYER: GLASS
3000 1850 3000
16000
BMU SHELTER
ACTIVE SYSTEM: BIPV NOT TO SCALE
6000
6 A3.1
TELESCOPIC BMU
12000
TYPICAL GLASS MATERIAL NOT TO SCALE
ENCAPSULANT FILM
ENCAPSULANT FILM
BOTTOM LAYER
PHOTOVOLTAIC CELLS
40000
INT ERL 10m 6mAYER m L 8mm mL OW AIR OW E C SPA IRO OA CE NG TIN LAS GG S LAS S
mL OW -E C OA TIN G 1.5GLAS 2m S mS GP 6m
30 mm INSULATED GLASS ASSEMBLY
5 A3.1
3000
12000 SPACER
MATERIAL: ONYX CRYSTALLINE SILICON PV SPANDREL GLASS - EFFICIENCY UP TO 16% - GREATER NOMINAL POWER CAPACITY PER SQFT (WP/ SQFT)
1 A4.1
6000
2 A4.1
3 A4.1
TABLE 4. CROWN - SCHEDULE OF STRUCTURAL ELEMENTS BUILDING MODULE CODE C2 CR1 SL1 PT1
1500 mm
STRUCTURE SECONDARY COLUMN CORE SHEAR WALL COMPOSITE STEEL DECKING FLOOR SLAB
STRUCTURAL GRID
7850 mm
PROFILE
DIMENSION
CIRCULAR HOLLOW SECTION REINFORCED CONCRETE WALL BONDEK STEEL FRAMING POST TENSIONED SLAB
ABPL90118 | APPLIED ARCHITECTURAL TECHNOLOGY MODULE 04 | CROWN FACADE : GENERAL ARRANGEMENT
300 mm dia. 200 mm 590 mm x 52 mm 200 mm
TUTORIAL 21 [LUCA CALVANESE] GROUP C: SANDRA LIN [915202] (INDIVIDUAL COMPONENT)
7 A4.1
A4.5
OVERALL ROOF PLAN 1:500
100
180
500
280
RECTANGULAR HOLLOW MEMBER HORIZONTAL ELEMENT
PANEL STACK JOINT
CONNECTION BRACKETS
40 40 40 3000 1100
1100
TOUGHENED LAMINATED GLASS AND STEEL BALUSTRADE (WHITE TINTED COLOUR)
VERTICAL MULLION
CIRCULAR HOLLOW MEMBER STEEL STRUCTURE BULLNOSE EDGE FINISH TO EXTERIOR OF STEEL AND CONCRETE HOB BOLT SECURING BALUSTRADE TO SCREED AND SLAB (CONCEALED BY PAVERS)
150
SINGLE SKIN GLAZED FACADE
(PILKINGTON PLANAR LAMINATED SAFETY GLASS- TRANSLUCENT)
180
SLOPE CORRECTOR ADJUSTABLE PAVING PEDESTAL EURO SLATE STONE PAVERS IN “ATHENS” D 40MM W 400MM L 400MM WATERPROOF MEMBRANE CONCRETE SCREED TO PRODUCE FALL BONDEK
ALUMINIUM CAPPING AT 2.5 DEGREES
L CONNECTION BRACKET (CONNECTED TO TOP OF SLAB)
A SUPPORT POST VAPOUR BARRIER
JACKING BOLT
INTEGRATED PHOTOVOLTAICS
200
ANCHOR BOLTS CAST INSERT FIRE STOP
20
60 20 40 20
STACKJOINT
120
HORIZONTAL GUTTER EXTERIOR CAP
EDGE BEAM FIREPROOFING STEEL BEAM
1200
SPANDREL PANEL COLOURBACK, (OPAQUE WHITE) ALUM. FOIL FACED 50MM THK INSULATION VAPOUR BARRIER
SPANDREL PANEL WITH PHOTOVOLTAICS
1000
SUSPENDED CEILING SYSTEM COMPRESSED WOOL THERMAL INSULATION BLIND PELMET DOUBLE SKIN CURTAIN WALL
MULLION HORIZONTAL LOUVRE SYSTEM
150
BOLT PLATES CONNECTING LOUVRE TO MULLION
150
MEGACOLUMN (BEHIND)
CAPRAL EXTRUDED LOUVRES ALUMINIUM HORIZONTAL SUPPORT MOVEABLE JOINT CONNECTION ALUMINIUM CONNECTION ROD
1000 245
1 A4.2
SECTION DETAIL 1:10
1600
320
200
80
200
40
150
2 A4.2
BMU RAIL DETAIL AND PARAPET EDGE 1:10
FREELY LAID BMU RAIL, COMPONENTS LAID ON ROOF FINISH WITH NO PENETRATION
CONNECTION PANEL FIXING RAIL TO GALVANISED STEEL POSTS FLOOR BENEATH ASPHALT FINISH
345 20
250
75
WHITE COLOURED GLASS AND STEEL BALUSTRADE ALUMNIUM FLASHING OVER PARAPET BALUSTRADE HOB CONNECTION ON SLAB 2 LAYERS ASPHALT FINISH WATERPROOF MEMBRANE CONCRETE SCREED TO PRODUCE FALL WATERPROOFING CONCRETE SLAB /CORE ROOF
SLAB FALL DOWN FROM PARAPET
20
BMU DASHED IN ABOVE SHOWING SIZE
250
STEEL AND GLASS BALUSTRADE 1100MM HIGH FLASHING OVER PARAPET EDGE PARAPET EDGE, EDGE OF LIFT OVERRUN
SECONDARY TRACK RAIL SUPPORTING OVERHANG DOME SHAPE ROOF DRAIN
3 A4.2
ABPL90118 | APPLIED ARCHITECTURAL TECHNOLOGY MODULE 04 | CROWN FACADE: DETAILS
TUTORIAL 21 [LUCA CALVANESE] GROUP C: SANDRA LIN [915202] (INDIVIDUAL COMPONENT)
A4.6
CORE PARAPET BALUSTRADE SECTION DETAIL 1:10