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
ABPL90118 Applied Architectural Technology Final Submission
Team Member
Team Member
Team Member
Tutor
Tutorial N.
Nakita Tsz Yan Chan
Sherry Zhang
Carey Tsiaves
Rob De Melis
#03
DESIGN DEVELOPMENT REPORT
825555
Due Date
760972
910956
18 June 2020
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 Nakita Tsz Yan Chan Sherry Zhang Carey Tsiaves Contents Part 1 – Project Synopsis 1.1 1.2 1.3
Vertical Strategy – Sherry Zhang Structural Concept – Carey Tsiaves Facade Concept (author) – Nakita Tsz Yan Chan
Part 2 – General Arrangement Drawings A1.1: Lift Section, Site Plan & Architectural Floor Plans A1.2: Massing Diagram & Site Analysis A1.2: Perspective Views A2.1: Structural Section & Detail Sections A2.2: Structural Plans A2.3: Structural concept diagrams & 3D modelling A3.1: Elevation, Crown Detail & Single Façade Detail A3.2: Podium Detail & Double Façade Detail A3.3: Façade concept diagrams & 3D modelling Part 3 – Detailed Design Drawings A4.1 Podium Façade: General Arrangement A4.2 Podium Façade: Details A4.3 Typical Office Façade: Single Facade A4.4 Typical Office Façade: Double Facade A4.5 Crown Façade: General Arrangement A4.6 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
Subject Coordinator: Dr Giorgio Marfella
1.1 VERTICAL STRATEGY
Sherry Zhang
760972
SUMMARY The proposed project is located at the corner of Lonsdale Street and Spring Street in the city of Melbourne, surrounded by numerous high-rise buildings, retail precincts with convenient transportation. The site connects with Parliament Gardens and Parliament Station in the east. In view of the scarcity of land and the importance of location in the central city area, the new project should not only fill the lack of public urban space, also, should provide a very high end and vibrant new landmark tower in the city of Melbourne.(Figure 1) According to the design requirements, our new tower needs to build a mixed-use building with total area 80,800 square metres on 5,491 square metre site boundary. The building must contain a premium office with NLA 46,800 square metres, a luxury hotel of 25,200 square metres and a 8,800 square metre podium. The narrow site area determines the only direction for the building to develop a high-rise tower. the building also has 3 basement floors for car parking, hotel BOH, building facilities and other functions. To achieve the target of functional, efficient and proportional 226-meter-high tower, vertical feasability would be a key factor for the success of the design.(Figure 2&3) INSPIRATION Our inspiration for the tower is influenced by the surrounding gardens within the area. We want to perpeptuate this garden motif by expressing it vertically throughout the building. We imagined this 226M tall tower as a “STREET” and each functional division as a “BLOCK” in the street. Also, we will build the “PARKS” at roof of podium and each mechanical floors. Our designing purpose is when you move in the tower vertically to feel same as walking on the street. (Figure 3) DESIGNING PRINCIPAL • • • •
Design an highly functional tower with careful consideration of its context Staking the different functions for user’s convenience. Develop a clear and efficient vertical circulation. The vertical design considers the user's comfort and sensory experience.
Figure 1: Site Location
Figure 2: Architectural Function
Figure 3: Area Schedule
CROWN
Total site area Total floor area PARK4 MECHANICAL 3 Podium Office Hotel FAR HOTEL
LEVEL Podium GF Podium 1F Podium 2F Podium 3F PARK3 Office(28 floors) MECHANICAL 2 Sky Garden Sky Lobby Sky Lobby Mezzanine Hotel Rooms(11 floors) Swimming Pool HIGH-RISE Swimming Pool OFFICE Total
SITE
Figure 4: Inspiration Carlton Gardens
Sky Park
One Central Park
PARK2 MECHANICAL 1
LOW-RISE OFFICE
PARK1 PODIUM
SPRING STREET
GFA(Sq.m) 5491 80823 8793 46788 25242 14.72 GFA(Sq.m) 2541 2084 2084 2084 46788 1671 1671 1126 17732 1671 1371 80823
Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY
Subject Coordinator: Dr Giorgio Marfella
Sherry Zhang
1.1 VERTICAL STRATEGY
760972
DESIGNING DESCRIPTION Our vertical feasibility starts from the detailed analysis and study of the site, which encompasses the site location and orientation, traffic, existing building, public facilities and the pedestrian traffic. Considering that Spring St. and Little Bourke St. are one-way in traffic direction, we designed an anticlockwise circulation on the site for the convenience of accessing vehicles. The vehicles come from Spring St. and Lonsdale St. in to the internal route and can easily reach to the office, hotel ground lobby and basement entrances. To seperate the main functions of the tower and maintain office-hotel separation, we set the office and hotel entrance separately at the east and north of the site. For convenience of office staff arriving, we design the office entrance at Spring St, which is close to Parliament Station. The entrance of hotel is located on Lonsdale Street for the convenient for airport taxis traveeling from the northwest of the city. (Figure 5) Our tower will compose of a rectangular form, which exposes both the office and hotel levels to the views of surrounding gardens. The lift core is located at the west of the tower, which will be concealed by the existing adjacent building. Proposed tower has a total of 51 floors, including 4 floors of podium, 28 floors of office, 16 floors of hotel and 3 mechanical floors, a 9.2m high Crown on top the roof. The tower sits on the podium, with office floors occupying the lower portion and hotel levels at the higher levels. Podium floor to floor high is 5m, the office is 4m, hotel 3.2m and a 6.4m high hotel sky lobby is arranged on the 36th floor. The tower has 14 lifts in the core (12 passenger lifts serve at different floors, 2 service lifts run through each floor of the building from the ground to the roof). In the office floor, we set a total of 10 passenger ENTRY lifts (4 low zones,4 high zones), plusb 1 service lift as auxiliary functions use for goods delivery and garbage removal of each office and hotel floors. The hotel has 8 guest lifts, LINE 4 express guest lifts from the ground floor to the sky lobby. After check in, the guests would use other 4 guest lifts trave atBOUNDARY hotel floors above sky lobby. In the hotel entrance lobby, one service lift is included for concierge baggage delivery and food delivery for guest room. For the tower's user experience, we would adopt high-speed lifts to shorten users' waiting time and increase lift lobby height at ground level. Also, windows are installed within the lift lobby to bring the view into each level of tower. Another special feature of this design is that the concept of park is introduced into the vertical tower. We design total 4 landscaped levels at roof of the podium and the mechanical floors, where users can utilised the green space to relax and enjoy all the outdoor experiences within the tower.(Figure 6) Figure 5: Vehicular Circulation
Figure 6: Vertical Design & Core Tube CROWN MECHANICAL 3
SERVICE LIFT TO HOTEL LEVELS PASSENGER LIFTS TO UNDERGROUND CARPARK
HOTEL
EXPRESS PASSENGERLIFTS TO SKY LOBBY PASSENGER LIFTS TO LOW-RISE OFFICE FLOORS/PODIUM FLOORS PASSENGER LIFTS TO UNDERGROUND CARPARK
SKY LOBBY SKY GARDEN MECHANICAL 2
EXPRESS PASSENGER LIFTS TO HIGH-RISE OFFICE FLOORS
SERVICE LIFT TO ALL LEVELS
HIGH-RISE OFFICE
MECHANICAL 1
LOW-RISE OFFICE
OFFICE VEHICLE CIRCULATION OFFICE DROPOFF HOTEL VEHICLE CIRCULATION
Zone
BOUNDARY LINE
MAIN ROAD
Lift Traffic Analysis
Total Population (Prs) Total Travel (m) Express Trave (m) Typical Floor Height (m) Floor Served Above Main Door Width (mm) Number of Lifts Capacity (kg) Speed (m/s) AI (sec) 5 MHC (%)
PODIUM
HOTEL DROPOFF SERVICE VEHICLE CIRCULATION ENTRANCE
UNDERGROUND CARPARK
EXIT
Low-rise High-rise Office Office 1400 1400 72 136 32 96 4 4 14 14 1100 1100 4 4 2000 2000 3.5 7 40.39 39.81 11.04 11.19
Hotel 440 198.6 171 3.2 11 1100 4 2000 7 37.84 -
Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Marfella
1.2 STRUCTURAL CONCEPT
Author
Student ID
Carey Tsiaves
910956
Structural steel frame.
Core Reinforced concrete mega-columns
Concrete frame: Post-tensioned slabs and Reinforced concrete columns.
Tuned mass dampers at top mechanical floor (Level 51) sitting within steel belt.
Belt & outriggers
Belt & outriggers
Steel trusses
Our approach to the structure of our tower was mainly driven by its slenderness of 1:8, as adopting a rectangular plan with a side core on the west allowed more space at the ground level and therefore greater vehicular access around the perimeter of the podium. We also aimed for floor space the was free of columns in the center, maximising flexibility, and creating a space to appreciate the view over the gardens. These programmatic requirements led to large surface area of a tall tower facing moderate easterly and westerly winds, which could lead to an uncomfortable experience for people at higher levels if the wrong structural approach were taken. Concrete was chosen for the primary structural frame, with four mega-columns working up the entire length of the building and being linked to the core with steel belts and outriggers at mechanical floors. The choice of concrete over steel was made due to the slenderness of the building, as a heavier frame would help in reducing uncomfortable sway from dynamic wind effects. A more lightweight steel frame is adopted at the crown to create a permeable rooftop space that conceals services. The concrete frame consists of four steel reinforced mega-columns that taper in diameter from 1600mm at low rise levels, 1400mm at medium rise levels and 1200mm at high rise levels. The secondary reinforced concrete columns were able to reduce in diameter due to the use of mega-columns and outriggers; 1200mm at the podium to only 600mm for the hotel floors. This further free up space and site lines especially for hotel guests. A post-tensioned slab makes up each floor plate, with the greater span capacity contributing to the need for fewer columns. Due to an efficient arrangement of lifts, the profile of the core was able to remain uniform over its height. It is slightly wider at the basement levels, and only tapers due to the change in the primary wall thickness as it approaches the top floors; 600mm thick from the basement to Floor 17, 400mm thick from Floor 17 to Floor 35, and 300mm thick for the remaining levels. The strength of this core was especially critical to handle the stresses from two levels of ouriggers. With such a tall and slender tower, additional measures would need to be taken to ensure there is not too much movement due to wind at the top levels. Due to the highest mechanical floor not needing any steel outriggers and only having a belt, there was room for two relatively small 300-ton tuned-mass dampers to sit at a good height within the building to help dampen the sway from strong winds. Positioning them on opposite sides of the core on the mechanical floor. Having two dampers would be better in this case than only one, as when the building twists due to wind effects such as vortex shedding the two weights can oscilate in opposite directions. At the podium, a simple system of two linear trusses each 500mm wide and 1700mm deep would aid in achieving an expansive structural glass façade for the office lobby entry. These trusses span a long distance between a void in the concrete frame and would support and glass fin system that creates a canopy over the entry, providing some shelter for people arriving at the tower.
Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Marfella
1.3 FACADE CONCEPT
Author
Student ID
NAKITA TSZ YAN CHAN
825555
Building Synopsis – Façade Design Overall design strategy: As the building design employs a rectilinear form, vertical shading fins are added not only to reduce exposure of the indoor space to the sunlight, but also an aerodynamic strategy to reduce wind turbulence by creating friction on a smooth glass curtain wall system. Bronze tinted glass are used to reduce glaze and solar heat gain. The façade design of the building skin aims to maximise the benefit of natural ventilation and renewable energy. On the west and north elevations of the building, double façade system is implemented to the design of the mid-rise levels (including both lower and upper office levels), allowing natural ventilation to take place and enhancing the productivity of the office users. The east and south elevations of the building are wrapped by a single façade envelop, with vertical aluminium shading fin adjacent to the vision panel and solar panels. Single Façade System: The single façade system is formed by unitised curtain wall composed by a vision panel and a PV glass panel. A 350mm deep aluminium shading fin is used to overshadow the bronze tinted vision panel. The joint of the vision panel and the PV panel is concealed with a 100mm deep aluminium profile without blocking the exposure to sunlight. Each vision panel is atop by a fire rated aluminium fire rated spandrel unit. Double transoms are used as aesthetic expression over every two unitised panels to give horizontal definition to the building. Double Façade System: The inner layer and the outer layer of the double façade are two independent designs attached together with structural steel fins and a walkway for maintenance over. For the inner layer, the unitised panel is formed by prefabricated concrete panels veiled in external fire rated aluminium cladding. The lower office levels have larger louvre windows than the upper office level to avoid users getting hurt from the wind load, as the taller the level, the more wind pressure there is. The outer layer of the double façade has a similar design as the single façade units, only without the spandrel, to maintain and achieve a more harmonic and minimalistic aesthetic. Mechanical floor façade: On the mechanic floors, the building structure is wrapped by similar unitised single façade system, except the vision panels are replaced by fire rated perforated aluminium cladding. As the units have to span across the height of 10m, steel frame structural support is added behind the cladding, with RHS bolted to the concrete slab. The design of the perforation is 70mm DIA with 150mm centred to provide at least 70% airflow for plant and duct ventilation. Material usage: In this project, the building is designed with a bronze palette to stand out from the surrounding environment as it is located at a prominent location in the CBD. The selected VANCO aluminium cladding is PVDF fire rated with non-combustible polymeric core. All vision panels are toned with pyrolytic LOW-E coating. By Nakita Tsz Yan Chan
Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Marfella
PART 2 GENERAL ARRANGEMENT DRAWINGS
K
J
I
H
G
F
E
D
C
B
LONSDALE STREET
A 1
2
3
4
5
6
7
41726
SITE BOUNDARY
PLAN & SECTION
L
SITE BOUNDARY CROWN
340m to St Vincent's Hospital / Victoria Street Bus Stop
BOUNDARY LINE
A
ENTRY 7500
223600
9300
ROOF DECK/BAR
B 4500
3200
223600 ROOF SERVICES
6800
C
MECHANICAL 4 3400
210000 SWIMMING POOL MEZZANINE (GYM)
3400
206600
203200
199800 EXECUTIVE 1
E
CAFE
150m to Parliament Tram Stop - 10
1 Service Lift to Hotel Levels
CHECK IN
7500
3200
196400 HOTEL 9
HOTEL 5
3200
180400
G
HOTEL 4
3200
177200 HOTEL 3
3200
174000 HOTEL 2
69000
3200
183600
B.O.H
H
3200
HOTEL 1
3200 3200
164400
4 Express Twin Passenger Lifts to High-Rise Office Floors PLANT TOILET
2 Twin Passenger Lifts to Low-Rise Office Floors (4 Lifts Total)
1 Service Lift to Hotel Levels
170800
167600 SKY LOBBY MEZZANINE
OFFICE LOBBY
MAIN ENTRY
HOTEL 6
4 Twin Passenger Lifts to Low-Rise Office Floors (8 Lifts Total)
LINE OF CANOPY ABOVE
3200
186800
28900
F
HOTEL 7
SERVICE ROAD
3200
190000
4 Express Passenger Lifts to Sky Lobby
ADJACENT SITE BOUNDARY
3200
193200 HOTEL 8
4 Passenger Lifts for Basement and Podium Floors
12196
I RETAIL / EXHIBITION SPACE
SKY LOBBY 1 6% of Total Building Height Setback
161200
13230
J
154600 6600
MECHANICAL 3 148000 4000
K
BOUNDARY LINE
6600
SKY GARDEN
MECHANICAL FLOOR
RAMP
5000
EXECUTIVE 2
3400
EXPRESS LIFT: FOR SKY LOBBY ACCESS & ACCESSING HOTEL LIFT
D
SWIMMING POOL
3400
HIGH RISE LIFT: FOR HOTEL & SKY GARDEN ACCESS
HOTEL LOBBY
SPRING STREET
216800
LINE OF MEZZANINE FLOOR ABOVE
ROOFTOP BAR ACCESS USING HIGH RISE LIFT & STAIR
SPECIALTY F&B
RAMP
H OFFICE 14 144000
7500
4000
H OFFICE 13
40m to Parliament Train Station
140000 4000
EXIT
H OFFICE 12 136000 4000
H OFFICE 11
LITTLE BOURKE STREET
132000 4000
H OFFICE 10 128000 4000
H OFFICE 9 124000 4000
H OFFICE 8
TYPICAL LOW-RISE OFFICE FLOOR PLAN
TYPICAL HIGH-RISE OFFICE FLOOR PLAN
SKY LOBBY FLOOR PLAN
SKY LOBBY MEZZANINE FLOOR PLAN
TYPICAL HOTEL FLOOR PLAN
BUILDING GFA & NLA CALCULATIONS
120000 4000
MID-RISE LIFT: FOR UPPER OFFICE ACCESS
H OFFICE 7 116000 4000
H OFFICE 6 112000 4000
H OFFICE 5 108000 4000
H OFFICE 4 104000 4000
H OFFICE 3 100000 4000
H OFFICE 2 96000 4000
H OFFICE 1 92000 8000
MECHANICAL 2 84000 4000
OFFICE 14 80000 4000
OFFICE 13 76000 4000
OFFICE 12 72000 4000
OFFICE 11 68000 4000
OFFICE 10 64000 4000
OFFICE 9 60000 4000
OFFICE 8 56000 4000
OFFICE 7 52000 4000
LOW-RISE LIFT: FOR LOWER OFFICE & PODIUM ACCESS
OFFICE 6 48000 4000
OFFICE 5 44000 4000
OFFICE 4 40000 4000
OFFICE 3 36000 4000
OFFICE 2 32000 4000
OFFICE 1 28000 8000
MECHANICAL 1 20000 5000
PODIUM 3 15000 5000
PODIUM 2 5000 5000
LITTLE BOURKE STREET
LONSDALE STREET
10000
PODIUM 1 5000
Ground Floor 0
UNDERGROUND CARPARK
SECTION A-A
LIFT SPECIFICATIONS TOTAL LIFT CARS: 30 HOTEL HIGH RISE LIFT CARS: 8 OFICE MED. RISE LIFT CARS: 10 OFFICE LOW RISE LIFT CARS: 6 BASEMENT& PODIUM LIFT CARS: 4 SERVICE LIFTS: 2
LEVEL
GFA (Sq.m)
Podium GF
2334.833
LIFT TYPES 3 ROWS OF TWIN LIFTS 3 ROWS OF SINGLE LIFTS
Podium 1F
1686.308
Podium 2F
2309.872
LIFT LEGEND
Podium 3F
2309.972
Office (28 floors)
45813.6
Sky Lobby & Garden
3272.4
Sky Lobby Mezzanine
1087.770
Hotel Rooms (11 floors)
1569.177
SERVICE LIFT 1
Swimming Pool
1569.177
SERVICE LIFT 2
Gym Mezzanine Floor
1087.770
TOTAL
78732.549
HIGH RISE LIFTS (HOTEL & SKY GARDEN) SKY LOBBY EXPRESS LIFT MED. RISE LIFTS (OFFICES & SKY GARDEN) LOW RISE LIFTS (OFFICES & PODIUM) BASEMENT PARKING & PODIUM
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY
VERTICAL FEASIBILITY ASSIGNMENT 1
SECTION DIAGRAM & FLOOR PLANS
ROB DE MELIS - GROUP 3E
CAREY TSIAVES
LEVEL
Usable Area (Sq.m)
Sky Lobby
1337.85
Sky Lobby 972.45 Mezzanine Hotel Guest 1270.828 X 9 Rooms (9 =11437.452 floors) Exec Rooms 1270.828 x 2 (2 floors) = 2541.656 Swimming 1270.828 Pool Gym Mezza792.45 nine Floor TOTAL
18172.686
LEVEL
Usable Area (Sq.m)
Efficiency (%)
14 X HR Office Floors 14 X HR Office Floors
1337.85 x 14 = 18729.9 1337.85 x 14 = 18729.9
81%
TOTAL
37459.8
81%
NAKITA CHAN SHERRY ZHANG
A1.1
SCALE: 1:500@A1
CORE
CROWN
N ST
CORE
College of Surgeons Gardens
L
UNDERGROUND
ST ALE
D
ONS
EL ITTL
LOW RISE - PODIUM
W
W
LOWER MID-RISE - OFFICE
UPPER MID-RISE - OFFICE
0°
345°
15°
NICHOLSO
CORE
SITE ANAYLSIS & VERTICAL ZONING
CORE
Mo at 1 st win 0:4 ter 5am day , 21 light Jun SKY GARDEN e2 02
HIGH-RISE - HOTEL
1
0°
84.28
30
33
°
31
°
LOW RISE (OFFICE)
MID RISE (OFFICE)
216.8
S
SKY GARDEN
HIGH RISE (HOTEL)
ALBERT S
T
°
30
60
0°
UNDERGROUND CARPARK & PODIUM
45
149.7
5°
S
164.6
Gillot Reserve
1
99.10
Carlton Gardens
33
L
CH L
157
KE P OUR
LE B LITT
132
PUN
SITE BOUNDARY
80
169
HOTEL ENTRY
00
N
255°
SITE BOUNDARY
BOUNDARY LINE
90°
270°
69.47
Parliament Gardens
ST
ENTRY
Parliament Station
105°
285°
ING SPR
80
L
75°
161
T
LE S
DA ONS
CROWN 223600
IBI EXH
HIGH RISE - SKY BAR 98.78
150m to Parliament Tram Stop - 10
0°
OFFICE ENTRY
221.600
206600
d Lons
12
210000 SWIMMING POOL MEZZANINE (GYM)
0°
ST
SITE
SWIMMING POOL 203200 EXECUTIVE 2
HOTEL 8 190000
HIGH RISE - HOTEL
HOTEL 7
Parliament 40m to Parliament Reserve Train Station
ke St
Bour
0°
0°
83.04
183600
Little
21
186800 HOTEL 6
5°
226.000
216.800
193200
13
5°
TOWER
MAIN ENTRY
22
196400 HOTEL 9
St
199800 EXECUTIVE 1
Parliament Gardens
ing Spr
VERTICAL GARDEN (GREEN FACADE)
MECHANICAL 4
t
ale S
24
TION
HIGH RISE - HOTEL SUITE UNIT
340m to St Vincent's Hospital / Victoria Street Bus Stop
ROOF 216800
15
HOTEL 5 180400
195°
HOTEL 4
BOUNDARY LINE
177200 HOTEL 3 174000 HOTEL 2
BUILDING CORE
170800
A
HOTEL 1 167600 SKY LOBBY MEZZANINE
HIGH RISE - SKY LOBBY
165°
180°
PODIUM 20.000
A
164400 SKY LOBBY 1
FLOOR PLATES & LIFT CORE ISOMETRIC HIGH RISE - SKY GARDEN SCALE 1:000
1
161200
SKY GARDEN
L
LITT
EXIT
154600
T
KE S
UR E BO
MECHANICAL FLOOR
N
MECHANICAL 3 148000
SITE PLAN
H OFFICE 14 144000 H OFFICE 13
SCALE 1:500
SITE ANALYSIS - TRANSPORT
140000 H OFFICE 12 136000
132000
College of Surgeons Gardens
H OFFICE 10 128000 L
H OFFICE 9
MID RISE - UPPER OFFICE
W
W
E ST
DAL
ONS
EL ITTL
0°
345°
124000
15°
0°
Mo at 1 st win 0:4 ter 5am day , 21 light Jun e2 02
1
84.28
30
33
H OFFICE 8
NICHOLSON
ST
H OFFICE 11
°
164.6
S
116000 216.8 30 0
ING
HOTEL LEVELS
285°
75°
N
JU
Parliament Gardens
2:0
SU
ST
80 90°
270°
3 323
1
00
105°
157
L
N CH L
255°
ION IBIT
EXH
92000
Parliament Station
M 0P
169
PUN
96000 H OFFICE 1
98.78 0°
12 0°
24
ST
LOW RISE LIFT CARS: 6 MED. RISE. LIFT CARS: 10 HIGH RISE LIFT CARS: 8 SERVICE LIFTS: 2
69.47
KE P OUR
H OFFICE 2
TOTAL LIFT CARS: 26
99.10
LE B LITT
100000
SPR
H OFFICE 3
T
LE S
SDA
LON
80
104000
1 E2
Gillot Reserve 161
108000 H OFFICE 4
°
H OFFICE 5
60
112000
LIFT SPECIFICATIONS
ALBERT ST
°
H OFFICE 6
E
GL
N NA
°
31
45
149.7
5°
S
120000 H OFFICE 7
MECHANICAL 2
NO. OF BANKS: 4
76000 OFFICE 12
LIFT TYPES 3 BANKS OF TWIN LIFTS 1 BANK OF SINGLE LIFTS
72000 FLOOR PLATES & LIFT CORE ISOMETRIC SCALE 1:000
OFFICE 11 68000
83.04
5°
Parliament Reserve
13
OFFICE MED. RISE
OFFICE 13
5°
80000
22
84000 OFFICE 14
21
0°
0°
15 195°
165°
180°
T
KE S
OUR
LE B
LITT
32.79
OFFICE 10 64000
33.89
34.10
32.73
32.55
OFFICE 9 60000 OFFICE 8
52000 OFFICE 6
LIFT SPECIFICATIONS
48000
TOTAL LIFT CARS: 26 LOW RISE LIFT CARS: 6 MED. RISE. LIFT CARS: 10 HIGH RISE LIFT CARS: 8 SERVICE LIFTS: 2
OFFICE 5 44000
NO. OF BANKS: 4
OFFICE 4 40000
LIFT TYPES 3 BANKS OF TWIN LIFTS 1 BANK OF SINGLE LIFTS
OFFICE 3
OFFICE MED. RISE
OFFICE 7
HOTEL LEVELS
SITE ANALYSIS - CONTEXT
56000
OFFICE LOW RISE
MID RISE - LOWER OFFICE
NE
JU
32.79
33.89
21
M 0P
SUN & SHADOW DIAGRAM
LE
NG
NA
SU
2:0
34.10
32.73
32.55
OFFICE 1 28000
LIFT LEGEND
LIFT LEGEND SERVICE LIFT 1 SERVICE LIFT 2
20000
SERVICE LIFT 2 HIGH RISE LIFTS (HOTEL & SKY GARDEN) MED. RISE LIFTS (OFFICES) LOW RISE (OFFICES & PODIUM)
HIGH RISE LIFTS (HOTEL & SKY GARDEN) MED. RISE LIFTS (OFFICES)
PODIUM 3
LOW RISE - PODIUM
15000
LOW RISE (OFFICES & PODIUM)
PODIUM 2 10000
BASEMENT
SERVICE LIFT 1
MECHANICAL 1
PODIUM
32000
BASEMENT
PODIUM
OFFICE 2
OFFICE LOW RISE
36000
PODIUM 1
SPRING STREET
5000
Ground Floor 0
UNDERGROUND CARPARK
SECTION B-B ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY
EXISTING CONDITION VERTICAL FEASIBILITY ASSIGNMENT 1
SITE PLAN & 3D GRAPHICS
ROB DE MELIS - GROUP 3E
CAREY TSIAVES
NAKITA CHAN SHERRY ZHANG
A1.2
SCALE: 1:500@A1
3D PERSPECTIVE VIEWS
STREET VIEW FROM PARK (SE PERSPECTIVE)
BIRD EYE VIEW FROM SE PERSPECTIVE
LEGEND URBAN ROAD OFFICE VEHICULAR CIRCULATION OFFICE DROPOFF HOTEL VEHICULAR CIRCULATION HOTEL DROPOFF SERVICE VEHICULAR CIRCULATION ENTRANCE UNDERGROUND CARPARK ENTRY & EXIT
STREET VIEW OF PODIUM (EYE LEVEL)
OFFICE DROPOFF
HOTEL DROPOFF
IN
MA
EXIT
UNDERGROUND CARPARK ENTRY
EN
UNDERGROUND CARPARK EXIT R
ST
RY T N
Y TR
Y G TR RIN P S
EN N I MA
T EE
E
T
E RE
LE
ST
DA S N
LO
OFFICE TRAFFIC ANALYSIS
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY
DIGITAL MODEL
HOTEL TRAFFIC ANALYSIS
VERTICAL FEASIBILITY ASSIGNMENT 1
ROB DE MELIS - GROUP 3E
CAREY TSIAVES
NAKITA CHAN SHERRY ZHANG
A1.3
SCALE: VARIES @A1
FACADE PANEL SPANDREL
FACADE PANEL SPANDREL
FCL 192500
2500
3200 C2 - 600Ø CONCRETE COLUMN
FFL 193200 190000
EDGE BEAM
EB1 - 1800 x 600 EDGE BEAM
FACADE PANEL SPANDREL
192500
192500
BB2 (REAR) - 1200 x 600 PTBB2 (REAR) - 1200 x 600 PT BB2 (REAR) - 1200 x 600 PT BB2 (REAR) - 1200 x 600 PT x 300 PT BAND BB3BB3 - 1200 x 300 PT BAND BB3 - 1200 x BAND 300 PTBEAM BAND BAND BEAM (PRIMARY) BAND BEAM BAND BEAM (PRIMARY) BB3 - (PRIMARY) 1200 x 300 PT BAND BB3 - 1200 x 300 PT (PRIMARY) BAND BB3 - 1200 x 300 PT BAND BB3 - 1200 BB3 x 300- 1200 PT BAND - 1200 x 300 PT BAND BEAM (TYPICAL) BEAM (TYPICAL) BEAM (TYPICAL) BEAM (TYPICAL) BEAM (TYPICAL) BEAM (TYPICAL) BEAM (TYPICAL) BEAM (TYPICAL)
SL1 - 200mm PT CONCRETE SLAB
110mm STUD WALL WITH PLASTER
3200
110mm STUD WALL WITH PLASTER
C2 - 600Ø CONCRETE COLUMN
BB2 (REAR) - 1200 x 600 PT BAND BEAM (PRIMARY)
2500
2500
2500
3200
192500
C2 - 600Ø CONCRETE COLUMN
BB2 (REAR) - 1200 x 600 PT BAND BEAM (PRIMARY)
SL1 - 200mm PT CONCRETE SLAB C2 - 600Ø CONCRETE COLUMN
FFL
FFL
FFL
190000
190000
190000
FFL
FFL
124000
124000
FCL
123200
123200
800
FFL
FCL
BB2 (REAR) - 1200 x 600 PT BAND BEAM (PRIMARY) BB3 - 1200 x 300 PT BAND BEAM (TYPICAL)
SL1 - 200mm PT CONCRETE SLAB
SL1 - 200mm PT CONCRETE SLAB
J
FACADE PANEL SPANDREL
FCL
110mm STUD WALL WITH PLASTER
110mm STUD WALL WITH PLASTER
C2 - 600Ø CONCRETE COLUMN
J
J
B
EB1 - 1800 x 600 EDGE BEAM FACADE PANEL
3200
4000 3200
C
EB1 - 1800 x 600 EDGE BEAM FACADE PANEL SPANDREL
FFLSPANDREL
FFL
120000 FCL
120000 FCL
C2 - 1200Ø CONCRETE COLUMN SL1 - 200mm PT SL1 - 200mm PT FFL CONCRETE SLAB CONCRETE SLAB
I
H
H
I
I
H
C2 - 1200Ø CONCRETE SL1 - 200mm PT COLUMN CONCRETE SLAB
C2 - 1200Ø CONCRETE COLUMN
BB3 - 1200 x 300 PT BAND BEAM (TYPICAL) EB1 - 1800 x 600
C2 - 1200Ø CONCRETE COLUMN
EDGE BEAM
EB1 - 1800 x 600 EDGE BEAM
150mm PRECAST CONCRETE CORE WALL
150mm PRECAST CONCRETE CORE WALL
EB ED
SL2 - 150mm PT CONCRETE SLAB
120000 FCL 123200 BB2 (REAR) - 1200 x 600 PT BAND BEAM (PRIMARY)
BB3 BB2 (REAR) - 1200 x 600 PT- 1200 x 300 PT BAND BEAM (TYPICAL) BAND BEAM (PRIMARY)
BB3 - 1200 x 300 PT BAND BEAM BB3 (TYPICAL) - 1200 x 300 PT BAND BEAM (TYPICAL)
BB3 - 1200 x 300 PT BAND BB3 - 1200 x 300 PT BAND BB2 (REAR) - 1200 x 600 PT BB2 (REAR) - 1200 x 600 PT BEAMBB3 (TYPICAL) BEAM (TYPICAL) - 1200 x 300 PT BAND BAND BEAM (PRIMARY) BAND BEAM (PRIMARY) BB3 - 1200 x 300 PT BAND BEAM (TYPICAL) BEAM (TYPICAL)
BB2 (REAR) - 1200 x 600 PT (PRIMARY) BB3 -BAND 1200 xBEAM 300 PT BAND BEAM (TYPICAL)
BB3 - 1200 x 300 PT BAND BEAM (TYPICAL) EB1 - 1800 x 600
CROWN
EDGE BEAM
EB1 - 1800 x 600 EDGE BEAM
EB ED
150mm PRECAST CONCRETE CORE WALL
150mm PRECAST CONCRETE CORE WALL
15 PR CO CO
C2 - 1200Ø CONCRETE COLUMN
3200
223600
C2 - 1200Ø CONCRETE COLUMN ROOF DECK/BAR
3200
223600
C2 - 1200Ø CONCRETE COLUMN SL1 - 200mm PT CONCRETE SLAB
ROOF SERVICES 216800
6800
MECHANICAL 4
FFL
120000
210000 SWIMMING POOL 120000 MEZZANINE (GYM)
FFL
C2 - 1200Ø CONCRETE SL1 - 200mm PT COLUMN CONCRETE SLAB
C2 - 1200Ø CONCRETE COLUMN
C2 - 1200Ø CONCRETE COLUMN
TYPICAL OFFICE LEVEL STUCTURAL SECTION C SCALE: 1 :50
SL2 - 150mm PT CONCRETE SLAB
120000
2
1
3
2
4
3
5
4
6
5
6
7
7
HOTEL 5
HOTEL 1
A
A
1
B
6600
SKY GARDEN
2
3
8400
4000
H OFFICE 14 144000
8400
6600
C
148000
5
8400
C2
C
C1
4000
EB1
C2
EB1
BB 3
BB 3
8400
SL1
SL1
C2
BB2
F
BB2
BB2
BB2
SL1
BB2
8400
BB2
SL1
SL1
C1
4000
27000
44000
C2
4000
32000 4000
28000
8000
L
MECHANICAL 1
J
B&C
OFFICE 2
OFFICE 1
36000
K
4000
OFFICE 3
4000
K
40000
C2
I
EB1
C2
4000
J
EB1
EB1
C2
8400
SL1
BB3 C2
3 BB
H
C2
C1
SL1
OFFICE 5
OFFICE 4
4000
48000
SL1
C2
EB1
4000
OFFICE 6
SL2
BB1
4000
J
52000
BB3
I
OFFICE 8
OFFICE 7
C2
60000
56000
SL2
4000
OFFICE 9
EB1
4000
64000
G
3 BB
4000
I
OFFICE 10
BB 3
4000
H
SL2
72000
68000
BB2
OFFICE 12
OFFICE 11
SL2
4000
76000
G
8000
H
OFFICE 13
LIFT CORE
C2
84000
80000
BB2
MECHANICAL 2
OFFICE 14
92000
E
8400
4000
G
H OFFICE 1
8400
4000
H OFFICE 2
4000
100000
BB2
H OFFICE 3
96000
F
SL2
104000
4000
H OFFICE 4
D
SL2
F
108000
4000
H OFFICE 5
8400
112000
C1
4000
H OFFICE 6
116000
BB1
4000
H OFFICE 7
SL1
C2
E
BB3 C2
4000
120000
EB1
4000
E
H OFFICE 8
C
128000
124000
BB2
SL1
H OFFICE 9
4000
H OFFICE 10
BB3 C2
D
C2
EB1
3 BB
4000
132000
B
SL1
4000
D
H OFFICE 11
SL1 EB1
8400
140000
136000
7
A
H OFFICE 13
H OFFICE 12
6
B
154600
MECHANICAL 3
4
3200
164400 SKY LOBBY 1
60600
3200
167600 SKY LOBBY MEZZANINE
3200
170800
3200
A
174000 HOTEL 2
3200
177200 HOTEL 3
3200
180400 HOTEL 4
3200
183600
3200
186800 HOTEL 6
3200
1
190000 HOTEL 7
EB1
3200
193200 HOTEL 8
EB1
3200
196400 HOTEL 9
EB1
3400
199800 EXECUTIVE 1
3400
203200 EXECUTIVE 2
3400
206600 SWIMMING POOL
EB1
3400
FFL
SL1 - 200mm PT CONCRETE SLAB
161200
L
A
20000 5000
PODIUM 3
K
15000 5000
PODIUM 2 10000 5000
PODIUM 1 5000 5000
L
Ground Floor 0
STRUCTURAL SECTION A-A SCALE : 1:500 5000
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY
SECTIONS
15 PR CO CO
FACADE PANEL
4000
4000
BB3 - 1200 x 300 PT BAND BB3 - 1200 x 300 PT BAND BB3 - 1200 x 300 PT BAND BB2 (REAR) - 1200 x 600 PTBB2 (REAR) - 1200 x 600 PT BB2 (REAR) - 1200 x 600 PT BEAM (TYPICAL) BEAM (TYPICAL) BB2 (REAR) - 1200 x 600 PT- 1200 x 300 PT BAND BB3BEAM - 1200(TYPICAL) x 300 PT BAND BB3 - 1200 x 300 PT BAND BB3 BAND BEAM (PRIMARY) BAND BEAM (PRIMARY) BEAM (PRIMARY) x 300 PT BAND BB3 - 1200 x 300 PT BAND BB3 - 1200BAND BAND BEAM (PRIMARY) BEAM (TYPICAL) BEAM (TYPICAL) BEAM (TYPICAL) BEAM (TYPICAL) BEAM (TYPICAL)
FFLSPANDREL
123200
3200
9300
3200
H
EB1 - 1800 x 600 EDGE BEAM
BB2 (REAR) - 1200 x 600 PT BAND BEAM (PRIMARY)
4000
I
124000
A
123200
C2 - 600Ø CONCRETE COLUMN
EB1
D
150mm PRECAST CONCRETE CORE WALL
BB2 (REAR) - 1200 x 600 PT BAND BEAM (PRIMARY) SL2 - 150mm PT CONCRETE 150mm SLAB PRECAST CONCRETE CORE WALL
E
BB3 - 1200 x 300 PT BAND BEAM (TYPICAL) BB2 (REAR) - 1200 x 600 PT BAND BEAM (PRIMARY)
110mm STUD WALL WITH PLASTER
EB1
F
BB2 (REAR) - 1200 x 600 PT BAND BEAM (PRIMARY) BB3 - 1200 x 300 PT BAND BEAM (TYPICAL)
G
BB2 (REAR) - 1200 x 600 PT BB2 (REAR) - 1200 x 600 PT BB3 - 1200 x 300 BAND BB3 - 1200 x 300 PT BAND BAND BEAM (PRIMARY) BAND BEAM BB3 - 1200 x 300 PTPT BAND BB3 - 1200 (PRIMARY) x 300 PT BAND BEAM (TYPICAL) BEAM (TYPICAL) BEAM (TYPICAL) BEAM (TYPICAL)
300 PT BAND BB3 - BB3 1200- x1200 300 xPT BAND (TYPICAL) BEAMBEAM (TYPICAL)
BB 3
H
C2 - 600Ø CONCRETE COLUMN
I
FFL
124000 800
J
C2 - 1200Ø CONCRETE COLUMN
800
K
800
L
BB2 (REAR) - 1200 x 600 PT BAND BEAM (PRIMARY) SL2 - 150mm PT CONCRETE 150mm SLAB PRECAST CONCRETE CORE WALL
123200
4000 3200
4000
FFL
124000
H
EB1 - 1800 x 600 EDGE BEAM
BB2 (REAR) - 1200 x 600 PTBB2 (REAR) - 1200 x 600 PT BAND BEAM (PRIMARY) BAND BEAM (PRIMARY)
C2 - 1200Ø CONCRETE COLUMN
150mm PRECAST CONCRETE CORE WALL
TYPICAL HOTEL LEVEL STUCTURAL SECTION BI J I
J
124000 800
800
J
FACADE PANEL SPANDREL
BB3 - 1200 x 300 PT BAND BEAM (TYPICAL) BB2 (REAR) - 1200 x 600 PT BAND BEAM (PRIMARY)
110mm STUD WALL WITH PLASTER
C2 - 600Ø CONCRETE COLUMN
C2 - 600Ø CONCRETE COLUMN
FACADE PANEL SPANDREL
H
FACADE PANEL SPANDREL
FCL
EB1 - 1800 x 600 EDGE BEAM
I
EDGE BEAM
FCL
EB1 - 1800 x 600 EDGE BEAM
I
EB1 - 1800 x 600 190000
FCL
3200
I
SL1 - 200mm PT SL1 - 200mm PT CONCRETE SLAB CONCRETE SLAB C2 - 600Ø CONCRETE COLUMN
FACADE PANEL SPANDREL
C2 - 600Ø CONCRETE COLUMN
J
FFL 193200 FFL 700
FFL
EB1 - 1800 x 600 190000
700
FFL 193200 FFL
J
BB2 (REAR) - 1200 x 600 PTBB2 (REAR) - 1200 x 600 PT BAND BEAM (PRIMARY) BAND BEAM (PRIMARY)
2500
2500
C2 - 600Ø CONCRETE COLUMN
700
FACADE PANEL SPANDREL
J
3200
FCL 192500
3200
FCL 192500
EB1 - 1800 x 600 EDGE BEAM
700
EB1 - 1800 x 600 EDGE BEAM
700
700
EB1 - 1800 x 600 EDGE BEAM
STRUCTURE & ARCHITECTURE ASSIGNMENT 2
ROB DE MELIS - GROUP 3E
CAREY TSIAVES
NAKITA CHAN SHERRY ZHANG
A2.1
SCALE: 1:200@A1 Varies @A1
A
A
1
3
8400
8400
8400
6
LEGE ND
1200mm Ø (1400mm Ø shown) 1600mm Ø to 1200mm Ø to 600mm Ø (1000mm Ø shown) 2400mm Wide x 600mm Deep 1200mm Wide x 600mm Deep 1200mm Wide x 300mm Deep 1800mm Wide x 600mm Deep 200mm Thick 150mm Thick
L
L
L
K
Concrete mega column Concrete column SL1 PT band beam (primary) (primary) PT band beam PT band beam (typical) EB1 Edge beam C2 PT concrete slab PT concrete slab
BB2
27000
C2
EB1
SL1Ø shown) 1600mm Ø to 1200mm Ø (1400mm 1200mm Ø to 600mm Ø (1000mm Ø shown) SL1 2400mm Wide x 600mm Deep 1200mm Wide x 600mm Deep 1200mm Wide xEB1 300mm Deep EB1 1800mm Wide x 600mm Deep C2 C1 C2 200mm Thick 150mm Thick
C2
LEGEND
EB1
BB3
C1
C2
C1 C2 BB1 BB2 BB3 EB 1 S L1 S L2
J
EB1
BB 3
SL1
BB2
60600
TYPICAL HOTEL LEVEL STUCTURAL PLAN
mega column Concrete column PT band beam (primary) PT band beam (primary) PT band beam (typical) Edge beam PT concrete slab PT concrete slab
EB1
BB2
BB2
C2
Concrete
EB1
BB2
SL1
BB3
8400
EB1
BB 3
BB2
BB 3
8400 8400 8400
8400
K
SL1
BB 3
EB1
SL2
I K
C2
8400
BB 3
SL2
L
TYPICAL LOW-RISE OFFICE LEVEL STUCTURAL PLAN C1 C2 BB1 BB2 BB3 EB 1 S L1 S L2
J
ID VO
J
J
H
K
I
I
27000
C2
SL2
LIFT CORE
C2
EB1
C1
I
C2
EB1
EB1
BB2
BB 3
BB2
EB1
8400
SL1
C2
G
C2
3 BB
H
BB2
H
SL2
EB1
3 BB
SL1
C2
BB3
C1
C2
C1
3 BB
SL1
BB1
J
G
SL2
SL1
EB1
SL1 EB1
8400
3 BB
C2
BB1
SL1
BB2
BB2
F
EB1
H
E
BB2
F
SL2
SL1
EB1
SL2
C2
8400
C2
BB2
SL1
BB2
G
H
8400
F
60600
SL2
BB2
EB1
BB2
G
8400
SL2
LIFT CORE
C2
C2
C2
E
F
BB3
SL1
D
8400
BB2
C2
BB3
SL1
E
SL2
SL1
F
EB1 C1
SL2
E
EB1
BB 3
BB2
8400
BB 3
BB2
EB1
SL1
D
C
EB1
C2
C2
BB1
C1
SL1
D
C2
EB1
SL1
BB2
K
8400
C2
B
BB1
SL1
C2
L
5
3 BB
C2
I
K
4
EB1
BB3
8400
C
D
C
EB1
SL1
E
EB1
C2
C
EB1
C2
BB3
J
8400
SL1
BB3
D
C2
3 BB
B
G
I
3
B
SL1
H
2
C1
EB1
G
B
1
C2
C
F
7
A
EB1
E
6
A
EB1
D
5
B 8400
C
4
B
2
A
A
C1 C2 BB1 BB2 BB3 EB 1 S L1 S L2
LEGEND
1600mm Ø to 1200mm Ø (1200mm Ø shown) 1200mm Ø to 600mm Ø (600mm Ø shown) 2400mm Wide x 600mm Deep 1200mm Wide x 600mm Deep 1200mm Wide x 300mm Deep 1800mm Wide x 600mm Deep 200mm Thick 150mm Thick
Concrete mega column Concrete column PT band beam (primary) PT band beam (primary) PT band beam (typical) Edge beam PT concrete slab PT concrete slab
L C1 C2 BB1 BB2 BB3 EB 1 S L1 S L2
LEGEND
1600mm Ø to 1200mm Ø (1200mm Ø shown) 1200mm Ø to 600mm Ø (600mm Ø shown) 2400mm Wide x 600mm Deep 1200mm Wide x 600mm Deep 1200mm Wide x 300mm Deep 1800mm Wide x 600mm Deep 200mm Thick 150mm Thick
Concrete mega column Concrete column PT band beam (primary) PT band beam (primary) PT band beam (typical) Edge beam PT concrete slab PT concrete slab
C1 C2 1 B CB 21 BB2 1 BB3 2 E BB1 3 S L1 EB S L2 1 S L2
C1 C2 1 B CB 21 BB2 1 BB3 2 E BB1 3 S L1 EB S L2 1 S L2
PODIUM LEVEL 2 SKYLIGHT STRUCTURAL PLAN ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY
STRUCTURAL PLANS
PODIUM LEVEL 4 SKYLIGHT STRUCTURAL PLAN
STRUCTURE & ARCHITECTURE ASSIGNMENT 2
ROB DE MELIS - GROUP 3E
C1 C2 1 B CB 21 BB2 1 BB3 2 BB4 3 E BB1 4 S L1 EB S L2 1 SB L21 SB1 S TB 1 S TB 1
LEGEND EG END 1600mm Ø to 1200mm Ø (1400mmLØ shown) 1200mm 1600mm Ø to 600mm 1200mmØØ(1000mm (1400mmØØshown) shown) 2400mm x 600mm Deep 1200mm Wide Ø to 600mm Ø (1000mm Ø shown) 1200mm 2400mm Wide x 600mm Deep 1200mm Wide x 300mm 600mm Deep 1800mm 1200mm Wide x 300mm Deep 200mm 1800mmThick Wide x 300mm Deep 120mm 200mm Thick 120mm Thick
LEGEND EG END 1600mm Ø to 1200mm Ø (1200mmLØ shown)
Concrete mega column Concrete column mega column PT band beam (primary) Concrete column PT band beam (primary) PT band beam (typical) (primary) Edge beam PT band beam (typical) PT concrete Edge beam slab PT concrete slab PT concrete slab
1200mm Ø shown) 1600mm Ø to 600mm 1200mmØØ(600mm (1200mm Ø shown) 2400mm x 600mm Deep 1200mm Wide Ø to 600mm Ø (600mm Ø shown) 1200mm 2400mm Wide x 600mm Deep 1200mm Wide x 300mm 600mm Deep 1800mm 1200mm Wide x 300mm Deep 200mm 1800mmThick Wide x 300mm Deep 120mm 200mm Thick 120mm Thick
Concrete mega column Concrete column mega column PT band beam (primary) Concrete column PT band beam (primary) PT band beam (typical) (primary) Edge beam PT band beam (typical) PT concrete Edge beam slab PT concrete slab PT concrete slab
1200mm Ø shown) 1600mm Ø to 600mm 1200mmØØ(600mm (1200mm Ø shown) 2400mm x 600mm Deep 1200mm Wide Ø to 600mm Ø (600mm Ø shown) 1200mm 2400mm Wide x 600mm Deep 1200mm Wide x 300mm 600mm Deep 1800mm 1200mm Wide x 600mm 300mm Deep 1800mm Wide x 300mm 600mm Deep 200mm 1800mmThick Wide x 300mm Deep 120mm 200mm Thick 51.52mm Wide x 500mm Deep 120mm Thick 51.52mm Wide x 500mm Deep 500mm Wide x 1700mm Deep 500mm Wide x 1700mm Deep
Concrete mega column Concrete column mega column PT band beam (primary) Concrete column PT band beam (primary) PT band beam (typical) (primary) PT band beam (primary) (typical) Edge beam PT band beam (primary) PT concrete Edge beam slab PT concrete slab Laminated PT concreteGlass slab Beam Laminated Glass Beam Rectangular steel truss beam Rectangular steel truss beam
LEGEND EG END 1600mm Ø to 1200mm Ø (1200mmLØ shown)
CAREY TSIAVES
NAKITA CHAN SHERRY ZHANG
A2.2
SCALE: 1:200@A1
7
CROWN ELEVATION & PLAN DETAILS
B
B
FACADE AT PARAPET OF BUILDING 1:50
SECTION AA 1:50 EAST ELEVATION
A
SCALE 1:500
CROWN DESIGN SEE A4.5 DETAIL
A
PLAN BB 1:50 VERTICAL GARDEN GREEN FACADE
TYPICAL SINGLE FACADE DETAILS SKY LOBBY GARDEN
MECHANIC FLOOR WITH MESH FACADE SEE A4.3 DETAIL
TYPICAL SINGLE SKIN ELEVATION DETAIL 1:50
FIN 10
245
REFER TO CORNER DETAIL
450 60 50 60
PV
1465
450
VISION PANEL
40
550
60
1465
PV
1550 41
VISION PANEL
550
60
1550
110 140
2015
2100
CORNER UNIT
℄
TYPICAL UNIT
℄
℄
TYPICAL SINGLE FACADE PLAN DETAIL
TYPICAL SINGLE SKIN PLAN DETAIL 1:20
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY
ELEVATIONS & DETAILS
ENVELOPE & ENVIRONMENT ASSIGNMENT 3
PODIUM SEE A4.1 DETAIL
ROB DE MELIS - GROUP 3E
CAREY TSIAVES
NAKITA CHAN SHERRY ZHANG
A3.1
SCALE: Varies @A1
5 5
LAMINATED SAFETY GLASS ROOF LAMINATED SAFETY GLASS ROOF LEVEL 4 FFL RL 20.00 LEVEL 4 LAMINATED SAFETY FFL RL 20.00 GLASS ROOF
6 6
7424 7424
5
6
PODIUM TRUSS GLASS FACADE SYSTEM DETAILS (FULLY GLAZED)
7424
LEVEL 4 FFL RL 20.00BEAM GLASS GLASS BEAM
TYPICAL SINGLE FACADE DETAILS
PODIUM LVL 3 PODIUM LVL 3
GLASS BEAM PODIUM LVL 3
GLASS FIN LEVEL 3 GLASS FIN STEEL TRUSS FFL RL 15.00 STEEL TRUSS BALLUSTRADE GLASS FIN BALLUSTRADE STEEL TRUSS
PODIUM LVL 2 PODIUM LVL 2
19990 19990 19990
PODIUM LVL 2
BALLUSTRADE LEVEL 2 FFL RL 10.00 LEVEL 2 FFL RL 10.00
TONED PHOTOVOLTAIC GLAZING PANEL
11010 11010 11010
LEVEL 3 FFL RL 15.00 LEVEL 3 FFL RL 15.00
LEVEL 2 FFL RL 10.00 CONCRETE COLUMN CONCRETE COLUMN CONCRETE COLUMN 8980 8980
LEVEL 1 FFLLEVEL RL 5.00 1 FFL RL 5.00
8980
OFFICE LOBBY OFFICE LOBBY
LEVEL 1 PILKINGTON FFL PILKINGTON RL 5.00 905 FITTING 905 FITTING GLASS FIN GLASS FIN PILKINGTON 905 FITTING
OFFICE LOBBY
GLASS FIN GROUND FFLGROUND RL 0.00 FFL RL 0.00
TYPICAL DOUBLE SKIN ELEVATION DETAIL OUTER LAYER 1:50
BASEMENT 1 BASEMENT 1
GROUND FFL RL 0.00
03 03 A3.2 A3.2 03 A3.2
H H
UNITISED CURTAIN WALL UNITISED BEYOND CURTAIN WALL BEYOND LEVEL 4 UNITISED FFL RL 20.00 LEVEL 4 CURTAIN WALL FFL RL 20.00 BEYOND
SECTION AA PODIUM STRUCTURAL GLASS FACADE SECTION BASEMENT 1 PODIUM STRUCTURAL GLASS FACADE SECTION SCALE 1:100
1:100
SCALE 1:100
PODIUM STRUCTURAL GLASS FACADE SECTION SCALE 1:100
G G
F F
E E
G
F
E 2030 2030
H
2500 2500 2030
LEVEL 4 RL 20.00 TOP FFL OF STRUCTURAL GLASS FACADE TOP OF STRUCTURAL GLASS FACADE
C
2500 25002500
C
1480 1480 1480 1480 1480 2500 2500 25002500
8980 8980
1200 1200
1500 1500
2100 2100 9000 9000
2100 2100
2100 2100
2100 2100
1200
1500
2100
2100
2100
2100
2100 2100
2100 2100
8400 8400 26400 2100 26400 2100
2100 2100
2100 2100
2100 2100
2100 2100 9000 9000
1500 1500
1200 1200
2100
2100
2100
2100
1500
1200
9000 8400 FACADE OF EASTLOBBY ELEVATION PODIUM AT OFFICE FACADE1:100 - EAST ELEVATION 03 PODIUM 26400
03 A3.2 A3.2
9000
PODIUM SCALE 1:100 OFFICE LOBBY FACADE - EAST ELEVATION SCALE 1:100
PODIUM OFFICE LOBBY FACADE - EAST ELEVATION 01 SCALE 1:100 H G F 01 A3.2 2100 H G F A3.2 2100
03 A3.2
H
2100
G
OFFICE LOBBY OFFICE LOBBY
01 A3.2
TYPICAL DOUBLE SKIN ELEVATION DETAIL INNER LAYER LOW-RISE OFFICE LEVEL 1:50
E E
F
INSIDE INSIDE
E TBC
OFFICE LOBBY
INSIDE OUTSIDE OUTSIDE
ENTRY ENTRY
6 6
LINE OF CANOPY ABOVE LINE OF CANOPY ABOVE
6
DOWNPIPE DOWNPIPE
LINE OF CANOPY ABOVE
DOWNPIPE
FOOTPATH FOOTPATH
ENTRY 8400 8400 02 02 A3.2 8400 A3.2
OUTSIDE
03 A3.2
REFER TO CORNER DETAIL
CONCRETE FLOOR
245
METAL GRATE WALKWAY
SCALE 1:100
450
PODIUM OFFICE LOBBY FACADE PLAN
1550
PLASTER BOARD
FOOTPATH
02 PODIUM OFFICE LOBBY FACADE PLAN FACADE OF PODIUM PLAN DETAIL 1:100 A3.2 PODIUM SCALE 1:100 OFFICE LOBBY FACADE PLAN
03 03 A3.2 A3.2
550
ALUMINIUM CLADDING
PRE-FAB CONCRETE WALL (SECONDARY)
DOUBLE GLAZED VISION PANEL
FIN 10
UNDERFLOOR TRENCH BIRRUS ULTRAMAT HEATING AND COOLING BIRRUS ULTRAMAT BOON EDAM CRYSTAL TQ BOON EDAM REVOLVING DOOR CRYSTAL TQ BIRRUS ULTRAMAT REVOLVING DOOR BOON EDAM CRYSTAL TQ REVOLVING DOOR
1465
750
GLASS FIN GLASS FIN UNDERFLOOR TRENCH HEATING AND COOLING UNDERFLOOR TRENCH FIN HEATING ANDGLASS COOLING
2500
B
110
GROUND FFL RL 0.00
B
3495 3495
GROUND FFLGROUND RL 0.00 FFL RL 0.00
2500 25002500
8980
BOON LEVEL EDAM 1 CRYSTAL TQ EDAM FFLBOON RL 5.00 REVOLVING DOOR CRYSTAL TQ REVOLVING DOOR BOON EDAM CRYSTAL TQ REVOLVING DOOR
2500 2500 1480
LEVEL 2 FFL RL 10.00 CANOPY OVER ENTRY DOORS CANOPY OVER ENTRY DOORS GLASS FIN SYSTEM GLASS FIN SYSTEM CANOPY OVER ENTRY DOORS 1 GLASSLEVEL FIN SYSTEM FFLLEVEL RL 5.00 1 FFL RL 5.00
TYPICAL DOUBLE SKIN ELEVATION DETAIL INNER LAYER MID-RISE OFFICE LEVEL 1:50
3495
LEVEL 3 FFL RL 15.00 STEEL TRUSS CLAD INTRUSS ALUMINIUM STEEL CLAD LOUVERS IN ALUMINIUM BEHIND GLASS LOUVERS FIN SYSTEM BEHIND GLASS STEEL TRUSS CLAD SYSTEM INFIN ALUMINIUM LOUVERS LEVEL 2 GLASS FFLBEHIND RL 10.00 LEVEL 2 FIN SYSTEM FFL RL 10.00
11010 11010 11010
LEVEL 3 FFL RL 15.00 LEVEL 3 FFL RL 15.00
2500 25002500
TOP OF STRUCTURAL GLASS FACADE
60 50 60
PV
1465
VISION PANEL
40
550
SCALE 1:100
450
PV
60
1465
SINGLE GLAZED PANEL
1550
VISION PANEL
41
550
60
1550
110 140
2015
A
2100
CORNER UNIT
℄
TYPICAL UNIT
℄
℄
TYPICAL DOUBLE FACADE TYPICAL DOUBLE SKIN PLAN DETAIL 1:20 PLAN DETAIL
PLAN CC 1:100
A
UNITISED FACADE PANEL - MATERIAL GLAZING TONED VISION PANEL BRONZE
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY
ELEVATIONS & DETAILS
ENVELOPE & ENVIRONMENT ASSIGNMENT 3
ROB DE MELIS - GROUP 3E
SHADING FIN PVDF ALUMINIUM CLADDING LIGHT BRONZE
CAREY TSIAVES
WINDOW FRAME COLOURBOND ALUMINIUM CLADDING JASPER
NAKITA CHAN SHERRY ZHANG
A3.2
SCALE: VARIES @A1
UNITISED GLAZING PANEL DETAILS Spandrel Louvres Walkway Spandrel
80mm Vent
Vision Photovoltaics Panel
Vision Photovoltaics Panel
SINGLE FACADE
Roof deck Tree and vegetation Platform to access lift mechanism at the top of core Wall of aluminium slats to conceal services Services such as water tanks and cooling tower
DOUBLE FACADE
ROOFTOP MECHANICAL DETAIL
Podium skylight Laminated glass beam Concrete frame & glass ballustrade Rectangular steel truss beam clad in powder coated aluminium louvers Glass fin Entry
PODIUM FACADE STRUCTURE - INSIDE
Untised curtain wall Box gutter Podium skylight Green roof Glass ballustrade Structural glass facade Canopy over entry Concrete mega-column
Double Skin Facade on north and west face
Single Skin Facade on east and south west face
SOUTH EAST ISOMETRIC ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY
3D MODEL
PODIUM FACADE DETAIL ISOMETRIC - OUTSIDE ENVELOPE & ENVIRONMENT ASSIGNMENT 3
ROB DE MELIS - GROUP 3E
CAREY TSIAVES
NAKITA CHAN SHERRY ZHANG
A3.3
SCALE: VARIES @A1
Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Subject Coordinator: Dr Giorgio Marfella
PART 3 DETAILED DESIGN DRAWINGS
5
6
F
E
UNITISED CURTAIN WALL LAMINATED SAFETY GLASS SKYLIGHT
BOX GUTTER AT 1:100 FALL. REFER TO DETAIL.
01 A4.2
MECHANICAL FLOOR 1
1° FALL
LEVEL 4 FFL RL 20.00
FABRICATED STEEL TRUSS 1700D x 500W TO ENGINEER'S SPECIFICATIONS BEHIND LOUVRES.
02 A4.2 3955
PODIUM LVL 3 STAINLESS STEEL INTERLINKING HANDRAIL 12mm TOUGHENED AND HEATSOAKED CANTILEVER GLASS BALUSTRADE
LEVEL 3 FFL RL 15.00
5000
100mm DEEP STEEL CHANNEL TO SUPPORT GLASS FIXED TO CONCRETE BEAM WITH CAST-IN FERRULES
PREMIUM GRATING ARCHITECTURAL ALUMINIUM GRATING LOUVER BRONZE POWDER COATED TO SIDES OF STEEL TRUSS . TYP.
PODIUM LVL 2 500
1700
HEAVY DUTY MILD STEEL ANGLE BRACKET FOR GLASS FIN FULLY WELDED TO TRUSS TO ENGINEER'S SPECIFICATIONS LEVEL 2 FFL RL 10.00
03 A4.2
CONCRETE COLUMN
10000
GL1 BEYOND
LEVEL 1 FFL RL 5.00
04 A4.2
GLASS FIN VERTICAL FINS BEYOND
OFFICE LOBBY
BOON EDAM CRYSTAL TQ REVOLVING DOOR BLUESTONE PAVERS 20mm
GROUND FFL RL 0.00
BASEMENT 1
05 A4.2
GL1 13.52mm TOUGHENED LAMINATED AND HEATSOAKED SAFETY GLASS FOR FACADE GLAZING. TYP. U.N.O.
PARTIAL ELEVATION
02 A4.1 SCALE 1:50
SECTION DETAIL
01 A4.1 SCALE 1:50
01
G
F
A4.1
8400
51.52mm THICK TOUGHENED HEATSOAKED AND LAMINATED GRADE A SAFETY GLASS FIN
E 8400
8400
OFFICE LOBBY
06 A4.2
INSIDE
3230
OUTSIDE
ENTRY
FOOTPATH
6
LINE OF CANOPY ABOVE
02 A4.1
PARTIAL PLAN DETAIL
03 A4.1 SCALE 1:50
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY
DETAILED DESIGN ASSIGNMENT 4
GENERAL ARRANGEMENT - PODIUM
ROB DE MELIS - GROUP 3E
CAREY TSIAVES
A4.1
SCALE: 1:50 @A1
6 ADJUSTABLE ALUMINIUM BRACKET
START OF UNITISED CURTAIN WALL
MECHANICAL FLOOR 1
51.52mm THICK TOUGHENED HEATSOAKED AND LAMINATED GRADE A SAFETY GLASS BEAM
SEALANT
FOLDED DRIP GROOVE
LEVEL 4 FFL RL 20.00
LEVEL 4 FFL RL 20.00
16mm LAMINATED GRADE A SAFETY GLASS
1° FALL
VERTICAL FIN BEYOND FLASHING OVERFLOW POP
THREADED ROD AND STEEL ANGLE FOR GUTTER FALL
BOX GUTTER FALL BEYOND
30 x 30 x 3 ALUMINIUM ANGLE
500
C-PURLIN
304 STAINLESS STEEL CONNECTION PLATES TO ENGINEER'S SPECIFICATIONS
125 x 125 x 9 SHS WELDED TO STEEL OUTRIGGER
DOWNPIPE BEYOND OVERFLOW PIPE
51.52mm THICK TOUGHENED HEATSOAKED AND LAMINATED GRADE A SAFETY GLASS FIN
CONCRETE EDGE BEAM 51.52mm THICK TOUGHENED HEATSOAKED AND LAMINATED GRADE A SAFETY GLASS BEAM
CONTINOUS FABRICATED STEEL ANGLE CAST INTO CONCRETE EDGE BEAM
PILKINGTON 905J FITTING
STEEL ANGLE BRACKET FOR GLASS BEAM CLEAT PLATE 20mm THK.
FURRING CHANNEL
FABRICATED STEEL TRUSS 1700D x 500W TO ENGINEER'S SPECIFICATIONS
410 UB TAPERED STEEL OUTRIGGER
TOP HAT PODIUM LVL 3
SUSPENDED PLASTERBOARD CEILING AND FASCIA
SKYLIGHT SLAB CONNECTION DETAIL
1700
01 A4.2 SCALE 1:10
PREMIUM GRATING ARCHITECTURAL ALUMINIUM GRATING LOUVER BRONZE POWDER COATED TOP HAT SECTION AT 1200 CTRS. MAX. TO ENGINEER'S SPECIFICATIONS
500
13.52mm TOUGHENED LAMINATED AND HEATSOAKED SAFETY GLASS FOR FACADE GLAZING.
280
304 STAINLESS STEEL BRACKETS WITH COUNTERSUNK BOLTS TO ENGINEER'S SPECIFICATIONS
304 STAINLESS STEEL CONNECTION PLATES TO ENGINNER'S DETAIL
500
240
400
51.52mm THICK TOUGHENED HEATSOAKED AND LAMINATED GRADE A SAFETY GLASS FIN
HEAVY DUTY MILD STEEL ANGLE BRACKET FOR GLASS FIN FULLY WELDED TO TRUSS 500
500
FACADE CORNER DETAIL
02 A4.2 SCALE 1:10 51.52mm THICK TOUGHENED HEATSOAKED AND LAMINATED GRADE A SAFETY GLASS BEAM
STRUCTURAL GLAZING SILICONE
PILKINGTON 905J FITTING
51.52mm THICK TOUGHENED HEATSOAKED AND LAMINATED GRADE A SAFETY GLASS FIN
GLASS FIN CORNER DETAIL
03 A4.1 SCALE 1:5
500
PILKINGTON 905J FITTING UNDERFLOOR TRENCH HEATING AND COOLING UNIT WITH LINEAR GRILL
304 STAINLESS STEEL VERTICAL SPLICE PLATE 8mm THK.
FACADE GLAZING PANEL
PILKINGTON VERTICAL SPLICE PLATE WITH INTEGRATED 905 FITTINGS
520
SEALANT
370
LEVEL 1 FFL RL 5.00
13.52mm TOUGHENED LAMINATED AND HEATSOAKED SAFETY GLASS FACADE GLAZING.
GLASS FIN DETAIL
06 A4.2 SCALE 1:5 304 STAINLESS STEEL VERTICAL SPLICE PLATE 8mm THK. 51.52mm THICK TOUGHENED HEATSOAKED AND LAMINATED GRADE A SAFETY GLASS FIN
500
GLASS FIN SPLICE DETAIL
04 A4.2 SCALE 1:5
500 BOON EDAM CRYSTAL TQ REVOLVING DOOR BEYOND
51.52mm THICK TOUGHENED HEATSOAKED AND LAMINATED GRADE A SAFETY GLASS FIN
GLASS PANEL BEYOND FACADE GLAZING PANEL
FIN SHOE STEEL ANGLE RESTRAINT BOX
STRUCTURAL GLAZING SILICONE WITH BACKING ROD
PACKING SHIMS
SETTING BLOCK
TILE
60
PACKING SHIMS
800 X 400 X 20mm BLUESTONE PAVER SCREED WATERPROOF MEMBRANE CONCRETE HOB CONCRETE SLAB
GLASS FIN BASE DETAIL
PODIUM ISOMETRIC VIEW
05 A4.2 SCALE 1:5
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY
SCALE 1:200
DETAILED DESIGN ASSIGNMENT 4
DETAILED DESIGN - PODIUM
ROB DE MELIS - GROUP 3E
CAREY TSIAVES
A4.2
SCALE: VARIES @A1
WINDOW SPECIFICATION
TOWER - OFFICE SINGLE FACADE
W1 - DOUBLE GLAZED VISION PANEL (SINGLE FACADE) Outer layer glazing: Evantage 6mm toned glazing with pyrolytic LOW-E coating. Colour: Bronze. Inner layer glazing: 6mm clear toughened glazing.
INSULATION
SP1
FCL
SP1
SPANDREL GLASS PANEL - toned bronze Pilkington Spandrel Glass toughened glazing panel
SP1
123200
W2 - SINGLE GLAZED VISION PANEL (DOUBLE FACADE - OUTER LAYER) Evantage 6mm toned glazing with pyrolytic LOW-E coating. Colour: Bronze.
4000
Suspended ceiling
3200
W3 - DOUBLE GLAZED VISION PANEL (DOUBLE FACADE - INNER LAYER -LOW RISE OFFICE) 2 x 6mm toughen clear single glazing Size:
W4 - DOUBLE GLAZED VISION PANEL (DOUBLE FACADE - INNER LAYER - MID RISE OFFICE) 2 x 6mm toughen clear single glazing Size:
SL1 - 200mm PT CONCRETE SLAB
W1
160
PV
PV
W1
W5 - LOUVRE WINDOW (DOUBLE FACADE INNER LAYER -LOW RISE OFFICE) Breezway Altair Louvre Window: - Single glazed clear glass. 152mm blade height. - Aluminium frame powdercoated in Colourbond. Colour: Jasper. Range: Duralloy. Product code: 2728122S. Size:
W1
PV
FFL 128000
DOUBLE TRANSOMS FOR AESTHETIC EXPRESSION
640
W6 - LOUVRE WINDOW (DOUBLE FACADE INNER LAYER -LOW RISE OFFICE) Refer to W5. Size:
SP1
FCL
SP1
SP1
SP - SPANDREL GLASS PANEL. Pilkington Spandrel Glass toughened glazing panel. Colour: Harmony Bronze 08B27. PV - SOLAR GLASS PANEL. Metsolar Solar Panel. Glass on glass module with Monocrystalline Perc 6" Solar Cells (78.37 x 31.35mm). Solar Mat glazing in Bronze (with 89% +/-1% solar transmittance)
127200 Outrigger belt
F1 245D ALUMINIUM CLADDED DOUBLE FINS ON CORNER
PM - PERFORATED METAL MESH. Ø70mm 150mm centred perforation.70% perforation. Colour: Bronze.
3200
4000
Top plate
PM Perforated metal panel with 70% perforation. holes 150mm centred
PM PERFORATED METAL PANEL WITH 70% PERFORATION. HOLES 150MM CENTRED
MATERIAL SPECIFICATION
150mm x100mm GALVANISED RHS welded to steel plate
PM
PV
FFL
PV
PM
PM
PV
F1 -
ALUMINIUM SHADING FIN. Vanco 6mm PVDF coated aluminium fire-rated composite cladding. Non-combustible polymeric core. Colour: Champagne Bronze DE-108.
F2 -
ALUMINIUM WALL CLADDING. Vanco 4mm PVDF coated aluminium fire-rated composite cladding. Non-combustible polymeric core. Colour: Champagne Bronze DE-108.
Perforated metal sheet bolted to RHS support
124000
800
Metal sheet facade framing support system bolted to galvanised RHS
SP1
FCL
SP1
MATERIAL PALETTE
SP1
F1 100D ALUMINIUM CLADDED SINGLE FIN
OUTSIDE
W5 & W6 - Aluminium window frame powdercoated in Colourbond Jasper.
SP Pilkington Spandrel Glass in Harmony Bronze.
PV -Monocrystalline Perc 6" Solar Cells.
PV -Solar Mat glazing in Bronze.
F1 & F2 -Aluminium fire-rated composite cladding. Colour: Champagne Bronze DE-108.
INSIDE
3200
4000
123200
W1 & W2 -Evantage 6mm toned glazing in Bronze.
SL1 - 200mm PT CONCRETE SLAB Bottom plate bolted to concrete slab
PM
PV
FFL
PV
PV
PM
PM
120000
EB1 - 1800 x 600 EDGE BEAM
Sill cover
SP1
SP1
PM PERFORATED METAL PANEL WITH 70% PERFORATION. HOLES 150MM CENTRED
SP1
stack head Fixing bolt -with 5mm flat washer to back of vision panel mullion
SINGLE FACADE ELEVATION 1: 20
02 A4.1
Cast-in insert
Fixing bolt
FIN
245
10
LINE OF CONCRETE SLAB EDGE
100mm ALUMINIUM SHADING FIN non-combustible cladding
350mm ALUMINIUM SHADING FIN non-combustible cladding
450 60 50 60
PV
VISION PANEL
550
Insulation panel
Smoke flashing with fire stop below hanging rail
Female mullion
A 350mm ALUMINIUM SHADING FIN non-combustible cladding
2100
CORNER UNIT
SINGLE FACADE PLAN DETAIL 1: 20
Fire stop
60
1465
2015
℄
300W x 240L Concrete rebate fill with grout LINE OF CONCRETE Anchor bolts SLAB EDGE Floor angle bracket
Smoke flashing
Suspended ceiling system 60
04 A4.2
140
Floor angle bracket Anchor bolt
KDHW timber blocking above curtain pocket
110
03 A4.1
Male mullion
SPANDREL GLASS PANEL - toned bronze Pilkington Spandrel Glass toughened glazing panel
1465 40
Bottom plate bolted connection to concrete slab
Cast-in insert 350mm long with 2 anchors
SINGLE FACADE SECTION A-A 1: 20
A LINE OF CONCRETE SLAB EDGE
175D Concrete rebate fill with grout
Bottom stack joint -anodised aluminium weather sealed
Duct
01 A4.1
RHS Sponge stop
TYPICAL UNIT
℄
℄
W1 Double glazed toned bronze vision panel
Vision panel transom powdercoated aluminium
PV Solar glass panel -glass on glass module
Curtain roller tube
OUTSIDE
100mm ALUMINIUM SHADING FIN
04 A4.1
TYPICAL FLOOR PLAN DETAIL 1: 5
NAKITA APPLIED TSZ YANARCHITECTURAL CHAN 825555 APPLIED ARCHITECTURAL TECHNOLOGY SEM 1ROB 2021 ABPL90118 TECHNOLOGY DETAIL DESIGN ASSIGNMENT 4 DE MELIS -TUTORIAL GROUP 3E 03 ROB
NAKITA TSZ Y AN CHAN 825555
05 A4.1
TYPICAL FLOOR DETAIL 1: 5
INSIDE
A4.3
TOWER - OFFICE DOUBLE FACADE 13mm Plasterboard internal wall cladding ALUMINIUM WALL CLADDING Vanco 4mm PVDF coated aluminium fire-rated composite cladding
W2
SPV
SPV
W2
160
120000
W2
PV
FFL
Steel internal wall frame with insulation
06 A4.2
Slab edge concealed by external concrete panel
W2 Single glazed toned bronze vision panel NASAHI AAC prefabricated concrete wall panel
ALUMINIUM SHADING FIN non-combustible cladding 05 A4.2
4000
W5 Breezway Altair Louvre Window
F1 350D ALUMINIUM CLADDED DOUBLE FINS ON CORNER
F1 100D ALUMINIUM CLADDED SINGLE FIN
W3 Double glazed vision panel. Toughened clear glazing
Stainless steel grate powdercoated in Colourbond Jasper
W2
PV
W2
SPV
SPV
W2
Transom -powdercoated aluminium
RIBBON AROUND THE
DOUBLE FACADE SECTION B-B 1: 50
4000
09 A4.2
160
ALUMINIUM CLADDING PANELS JOINT
FFL 128000
640
F2 DOUBLE ALUMINIUM MULLIONS FOR AESTHETIC EXPRESSION
FCL 127200
W6
700
W6
2500
3200
ALUMINIUM WINDOW FRAME
W2
PV
FFL
W2
SPV
SPV
W2
124000
W4
W4
F2
F2
800
120000 01 A4.2
F2
FFL
DOUBLE FACADE ELEVATION - OUTER LAYER 1: 50
08 A4.2
B
TBC
1465
550
02 A4.2
1550
NASAHI AAC prefabricated concrete wall panel
Aluminium vision panel transom powdercoated in Colourbond Jasper
160
Steel internal wall frame
DOUBLE FACADE ELEVATION INNER LAYER (LOW RISE) 1: 50
FFL 68000
F2 DOUBLE MULLIONS
110
640
CONCRETE SLAB
FCL
1340 galvanised steel double skin facade support
FIN 10
1860
3200
750 245
B
METAL GRATE MAINTENANCE WALKWAY
100mm ALUMINIUM SHADING FIN non-combustible cladding
350mm ALUMINIUM SHADING FIN non-combustible cladding
450 60 50 60
PV
60
1465
110 140
PV
VISION PANEL
550
03 A4.2
2015
07 A4.2
60
1550
℄
ALUMINIUM SHADING FIN non-combustible cladding
03 A4.2
F2
DOUBLE FACADE ELEVATION INNER LAYER (LOW RISE) 1: 50
ALUMINIUM WALL CLADDING Vanco 4mm PVDF coated aluminium fire-rated composite cladding Tophead
Steel internal wall frame
13mm Plasterboard internal wall cladding
Wall membrane
13mm Plasterboard internal wall cladding
Steel internal wall frame with insulation Aluminium window head powdercoated in Jasper
ALUMINIUM WALL CLADDING Vanco 4mm PVDF coated aluminium fire-rated composite cladding Wall membrane Electric cord for PV panel
Head weatherbar NASAHI AAC prefabricated concrete wall panel
W2 single glazed toned vision panel in bronze
PV Solar glass panel -glass on glass module
FACADE - OUTER LAYER SHADING FIN PLAN DETAIL 1: 5
ALUMINIUM WALL CLADDING Vanco 4mm PVDF coated aluminium fire-rated composite cladding
02 A4.2
roller blind
suspended ceiling
curtain pocket
150mm toughened glazing blade
W3 single glazed clear toughened vision panel
Transom -powdercoated aluminium
F2
℄
DOUBLE FACADE PLAN DETAIL 1: 20
Mullion -powdercoated aluminium
W3
F2
TYPICAL UNIT
℄
Aluminium vision panel frame powdercoated in Colourbond Jasper
W3
2100
CORNER UNIT
04 A4.2
F2
1550
41 550
ALUMINIUM WINDOW FRAME POWDERCOATED IN COLOURBOND JASPER
FFL
450
VISION PANEL
40
150H OPENABLE GLAZED LOUVRES
64000
1465
W5
W5
67200
PV Solar glass panel -glass on glass module Transom -powdercoated aluminium
Stainless steel grate powdercoated in Colourbond Jasper
Steel internal wall frame with insulation NASAHI AAC prefabricated concrete wall panel Tophead Flashing
Sill weatherbar
NASAHI AAC prefabricated concrete wall panel
FACADE - INNER LAYER WINDOW PLAN DETAIL 1: 5
Aluminium transom powdercoated in Jasper
ALUMINIUM SHADING FIN non-combustible cladding galvanised steel double skin facade support powdercoated in Jasper
W3 Double glazed vision panel. Toughened clear glazing
05 A4.2
floor angle
LOUVRE WINDOW SECTION DETAIL 1: 10
NAKITA APPLIED TSZ YAN CHAN 825555 APPLIED ARCHITECTURAL TECHNOLOGY TUTORIAL 03 ROB ABPL90118 ARCHITECTURAL TECHNOLOGY DETAIL DESIGN ASSIGNMENT 4 SEM 1 2021 ROB DE MELIS - GROUP 3E
Slab edge concealed by external concrete panel
06 A4.2
DOUBLE FACADE SECTION B-B 1: 10
NAKITA TSZ Y AN CHAN 825555
A4.4
CROWN LEVEL ELEVATION ALUMINIUM LOUVER SYSTEM SCALE 1:50
CROWN LEVEL SECTION AA SCALE 1:50
B
B
DETAILED LOUVER SYSTEM - PLAN BB SCALE 1:50
CROWN LEVEL PLAN SCALE 1:50 A
A
CROWN LEVEL PERSPECTIVE SECTION 1
WELDED BEAMS 650X1300X25 PLANTE SEALED BOTH END
CROWN LEVEL PERSPECTIVE SECTION 2 WELDED BEAMS 650X1300X25 PLANTE SEALED BOTH END
WELDED STEEL COLUMN 900WC440 METAL MASK
RECTANGULAR STEEL HOLLOW 350X50X6
RECTANGULAR STEEL HOLLOW 350X50X6
ALUMINUM LOUVER BLADE SYSTEM CHANNEL SURROUND CONCRETE EDGE BEAM STEEL BALUSTRADE RECTANGULAR STEEL HOLLOW 250X200X9
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY
ENVELOPE & ENVIRONMENT ASSIGNMENT 4
DETAILED DESIGN - CROWN
ROB DE MELIS
SHERRY ZHANG
A4.5
SCALE: Varies @A1
WELDED BEAMS 650X1300X25 PLANTE SEALED BOTH END
WELDED STEEL COLUMN 900WC440
1
METAL MASK RECTANGULAR STEEL HOLLOW ALUMINUM LOUVER BLADE SYSTEM CHANNEL SURROUND
2
1
DETAIL 1
SCALE 1:20
DETAIL 1 PERSPECTIVE
RECTANGULAR STEEL HOLLOW 250X200X9
3
METAL MASK
2
ALUMINUM LOUVER BLADE SYSTEM CHANNEL SURROUND
DETAIL 2
DETAIL 2 PERSPECTIVE
SCALE 1:20
ALUMINUM LOUVER BLADE SYSTEM CHANNEL SURROUND
STEEL BALUSTRADE
4
CONCRETE EDGE BEAM
3
DETAIL 3
SCALE 1:20
DETAIL 3 PERSPECTIVE
4
COLUMN ANCHOR BOLT DETAIL SCALE 1:10
ALUMINIUM LOUVER SYSTEM INSTALLATION SEQUENCE
1. Steel 1. Steel columns are installed first by fixing them to the slab via anchor bolts
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY
2. Horizontal welded beams and RHS are bolted onto the steel columns
ENVELOPE & ENVIRONMENT ASSIGNMENT 4
DETAILED DESIGN - CROWN
3. Vertical mulions are then installed onto the horizontal RHS to support the louver system
ROB DE MELIS
4. A metal mask is then secured to the mulions and the blades are installed
SHERRY ZHANG
A4.6
SCALE: VARIES @A1