Melbourne School of Design APPLIED CONSTRUCTION Coordinator: Giorgio Marfella
ABPL90118 Applied Architectural Technology, Semester 1, 2019 – Final Assignment
DESIGN DEVELOPMENT REPORT
Team Member
Grant Li
32914
Team Member
Su Gu
815638
Team Member
Yiyi Zhu
795607
Tutor
Melissa Malik Due Date
14 June 2019
Tutorial N.
19
Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Coordinator: Giorgio Marfella
Design Development Proposal with Key Envelope Details for a Tall Office Building Located in a Hypothetical Site in Melbourne CBD Team Members Yiyi Zhu Su Gu Grant Li Contents Part 1 – Report 1.1 Stacking Strategy 1.2 Structural Concept 1.3 Envelope Concept Part 2 – Concept Drawings A1.1 Stacking: Plans and Section A1.2 Stacking: Model and 3D Views/Diagrams A2.1 Structure: Plans and Sections A2.2 Structure: Model and 3D Diagrams A3.1 Envelope: Typical General Arrangement A3.2 Envelope: Model and 3D Views/Diagrams Part 3 – Key Envelope Details A4.1 Lobby Façade: General Arrangement A5.1 Lobby Façade: Details A4.2 Typical Floor: General Arrangement A5.2 Typical Floor: Details A4.3 Parapet: General Arrangement A5.3 Parapet: Details
Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Coordinator: Giorgio Marfella
PART 1 - REPORT
Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Coordinator: Giorgio Marfella
1.1 Stacking Strategy
RESPONDING TO URBAN CITY GRIDS & POSTING A WELCOME GESTURE TO THE PEOPLE/ ENVIRONMENT
Author
Student ID
Su Gu
815638
REDUCE WIND LOAD AND SOLAR EXPOSURE & PROVIDE BROAD VIEW FOR OCCUPANTS
SPLIT EQUALLY FOR LIFT EFFICIENCY TOWER SET BACK FOR SAFETY, PRIVACY, AND ENVIRONMENTAL PROTECTION
ALIGNED WITH THE CBD NORTH & SLOPES AS A GESTURE TOWARDS THE CARLTON GARDENS
The concept of our design is creating a welcoming gathering space for the general public in Melbourne in a minimal and efficient way. Wishing to respond to the local context, the main body of our building (tower and crown) was shaped according to the urban city grids. However, as the largest flow and population density at the east and northeast side in this district, the podium is designed to be angled at 30 degrees, leaving large open public space in front of the building (27.5m to the east and 28.5 to the north from the site boundary). The location of our skyscraper which is at the bottom right of the site is also designed for this reason. This posts a welcoming gesture to the public as well as maximize the accessibility to our building. Minimum 21 m set back from the site boundary is under the consideration of safety, privacy, and environmental protection. The shape our building started from a square, then cut at the corner for 6 m to reduce the wind load and solar exposure. The cut corner of each floor also creates a broad view of occupants who can enjoy a good working and living environment. In terms of efficiency, 5 floors above our podium are designed for leasing to increase our floor plate efficiency. This largely changes the original low rate to 80 %. The building is split into four zones (podium, low rise, high rise and skyrise) equally for lift efficiency. In order to reach a high floor plate efficiency, we choose the central core arrangement which allows us to keep our design in a minimal and efficient way. We believe open space and constant depth can create a quality environment. Moreover, lift cores are dropped at each mechanical floor. At each drop level, the previously solid wall is changed to columns, keeping the original core shape while increasing our net lettable area and open space.
Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Coordinator: Giorgio Marfella
1.2 Structural Concept
Author
Student ID
Grant Li
832914
The primary structural system used for the design is a megastructure system together with belt and outriggers. The megastructure consists of eight mega-columns; two on each of the four faces (not on the corners) which extend from the floor to the top of the crown. They project outwards slightly from the floor plate boundaries, expressing the megastructure through the faรงade, and emphasising the verticality and height of the skyscraper. The mega-columns themselves are made of steel encased in concrete, with a grey epoxy paint finish for the exterior. The width of the column is kept constant at 1500 mm throughout the entire height, but the depth is reduced from 3000 mm at the ground floor to 2000 mm at the top of the skyscraper, as there are less loads the higher up the building. Similarly, the thickness of the walls of the core, made of reinforced concrete, are also reduced, from 600 mm to 400 mm for the same reason. Where lifts have been terminated to allow for more lettable area on higher floors, key load paths have been retained with replacement columns. The mega-columns and core carry most of the vertical loads; smaller concrete-encased steel columns are placed on the corners directly between the nearest two mega columns. While this means that the outer corners are slightly cantilevered, it allows transfer beams to be used in the lobby to transfer the loads of the smaller columns of the tower section above to the mega columns, leaving the lobby more open; only the large expressive mega columns and the core are retained. The transfer beams themselves are 4000 mm deep, occupying the height of a full floor. The belt system also cuts across the corner from mega-column to mega-column, to enable them to act together as a belt, as opposed to if the trusses followed the bending shape of the floor plate perimeter. The outriggers extend directly from the core to the mega-columns for the required lateral stability. The belt and outriggers are located at the middle two mechanical floors; level 29 and 48. This avoids having the large structural trusses overlapping with lettable area. The crown comprises of steel system that also has an outrigger frame which provides lateral stability, but also supports vertical steel trusses that in turn support the unitised glass curtain wall system that extends up from the tower. These vertical perimeter trusses are large, having to support also support the weight of the building maintenance unit and the accompanying track. Finally, the ground floor features large spanning trusses that support glazing over external spaces, and a cable net glass system for the lobby entrance. The trusses allow for large spans with minimal obstructing columns around the entrance, and the cable net system allows for transparency into and out of the lobby; also being more visually compact and uniform compared to other glass wall systems.
Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Coordinator: Giorgio Marfella
1.3 Envelope Concept
Author
Student ID
Yiyi Zhu
795607
30o
Figure 6. Crown Double skins facade Double facade with fins
Figure 1. North facade - ventilation
Glazed over area Single facade
Figure 9. Systems diagram
50% perforated panels Cable net system Photo-voltaic panels
Figure 2. North facade - Sun control summer
Figure 3. North facade - Sun control winter
Figure 7. West facade - vertical shading Figure 8. West facade axo
Figure 4. North facade - Heat gain control
Figure 5. North facade - Heat lost control
The cable net system and unitised curtain wall system are selected to express the minimalism and slenderness of the building (Figure 9.). Cable net system is used at the podium to maximise the transparency of the entrance of the building and the openness at the ground floor, thus, enhancing the welcoming. 1500 by 1500mm glazing panels are chosen for consistency to the modulus used in the tower and crown. For a uniformed appearance, the death and live ends of the cable are concealed in the slab, beam, mega columns and the portal frame around the entrance. Node assembly is chosen over spider fitting to emphasise minimalism further. Laminated safety glass is used for the uncovered glazed area, to protect the pedestrian form weather and to allow the penetration of natural sunlight to the ground. 1500 by 4100mm unitised curtain wall system is used in the tower. The glazing panels have grey reflective film finish to contrast with the light grey mega columns. Light grey PVDF coated aluminium frame to strengthen the verticality and the slenderness of the building. The north façade consists of two layers of skin with 600mm wide aluminum grate maintenance walkway in between. The double skins allow outer skin to have a full height vision panel to strengthen the verticality and minimalist appearance. Single glazed toughened glass with the grey reflective film is used to allow a minimalist appearance. The outer skin is connected to the aluminum frame of the inner skin through steel angel outrigger. The inner skin panel contains a spandrel panel, mechanical vent and vision panel. The spandrel panel is single glazed grey colour back to conceal the service zone. The double glazed argon insulated unit is used in the vision panel to reduce heat losses. Moving the west façade, unitised curtain wall with vertical fins are used for sun shading. The aluminum fins are coated with light grey PVDF coating. Both spandrel and vision panel is similar to the inner skin of the north façade, but with grey reflective film. Single unitised curtain wall panels are used at the east and west façades. At the mechanical floor, the glazing is replaced with the 50% perforated grey PVDF coated aluminum panel to minimise the difference in appearance. The automatic louvre for sunlight control is located in between the two skins at the north (Figure 2, 3.). Roller blind is located on the inside face of the facade for light control. The double façade is zoned according to the mechanical floor to act as a chimney to enhance the effect of stack ventilation (Figure 1.). The pattern of the façade continues up to the crown. The double façade at the north side becomes single façade. In responding to the active strategy, photovoltaic panels replace the glazing at the north side, and solar panels are placed at the top of the crown (Figure 7. ).
Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Coordinator: Giorgio Marfella
PART 2 – CONCEPT DRAWINGS
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NLA 1802 m2 GFA 1943 m2 EFFICIENCY 88.60%
22500
7500
6000
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5/ /
7500
MECHANICAL FLOOR
5/ &52:1
6000
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5/ / 5/ /
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6000
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7500
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9000
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NLA 1773 m2 GFA 1943 m2 EFFICIENCY 87.10%
22500
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ACTIVE LIFT GROUP 7500 13500
5/ /
49500
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MECHANICAL FLOOR
6000
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7500
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13500 3
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6000
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HIGH-RISE L30-48
5/ /
5/ /
6000
5/ /
HIGH-RISE PLAN 1:500
5/ /
7500
5/ /
5/ /
9000
5/ /
MECHANICAL FLOOR
6000
5/ / 5/ /
7500
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13500 3
5/ /
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6000
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5/ / 5/ /
3 A1.1
MID-RISE L11-29
5/ / 5/ / 5/ / 5/ /
MID-RISE PLAN 1:500
6000
5/ / 5/ /
NLA: 1603 m2 GFA: 1943 m2 EFFICIENCY: 78.40%
7500
135000
5/ / 5/ /
5/ /
9000
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NLA: 5440 m2 GFA: 6801 m2 EFFICIENCY: 80%
5/ /
6000
PODIUM LG-L7
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TOTAL
6000
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13500 3
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20 m
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY, TEAM MEMBER TEAM MEMBER GRANT LI SU GU SEMESTER 1, 2019 – FINAL ASSIGNMENT 832914 815638
DESIGN DEVELOPMENT REPORT
22500
PODIUM L7-6
5/ /
7500 6000
5/ / 5/ /
49500
ACTIVE LIFT GROUP
7500
5/ /
13500 3
5/ /
MECHANICAL FLOOR
5/ /
LOW-RISE
5/ /
SECTION 1:700 0
ACTIVE LIFT GROUP
22500
5/ /
7500
5/ /
49500
5/ /
1 A1.1
NLA 1695 m2 GFA 1943 m2 EFFICIENCY 83.20%
135000
5/ /
TEAM MEMBER
TUTOR
TUTORIAL N.
YIYI ZHU 795607
MELISSA MALIK
19
DUE DATE
14 JUNE 2019
LOW-RISE PLAN 0 1:500
DRAWING TITLE
A1.1 STACKING: PLANS AND SECTION SCALE
SCALE AS INDICATED
3000
9000
21000
5
7500
6000 135000
10
20 m
NLA: 144755 m2 GFA: 124800 m2 EFFICIENCY: 81.30% LEVELS: 67 HEIGHT: 350m SLENDERNESS RATIO: 7.2 FLOOR AREA RATIO: 15.58 MECHANICAL FLOOR N.: 4 DRAWING N.
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PRECEDENT:Two International Finance Centre Completion: 2003 Location: HONGKONG, CHINA Area: ,999,988 ft² Height: 412m Structural Engineer: J. Roger Preston Limited Architect: Cesar Pelli & Associates Two International Finance Centre. (2019). Retrieved from: http://www.skyscrapercenter.com/building/two-
SPLIT EQUALLY FOR LIFT EFFICIENCY
VIEW BUILDING HEIGHT (m)
ALIGNED WITH THE CBD NORTH & SLOPES AS A GESTURE TOWARDS THE CARLTON GARDENS
90 30 0
VIEW & HEIGHT & SUN
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ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY, TEAM MEMBER TEAM MEMBER GRANT LI SU GU SEMESTER 1, 2019 – FINAL ASSIGNMENT 832914 815638
DESIGN DEVELOPMENT REPORT
TEAM MEMBER
TUTOR
TUTORIAL N.
YIYI ZHU 795607
MELISSA MALIK
19
DUE DATE
14 JUNE 2019
DRAWING TITLE
A1.2 STACKING: MODEL AND 3D VIEWS/DIAGRAMS SCALE
SCALE AS INDICATED
A1.2
DRAWING N.
A1.2
1 A2.2
1 A3.1
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B
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COLUMN SCHEDULE
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SIZE
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W 1500MM X D 3000MM (3 X 1200 WB 455)
LOW/MID RISE MEGA COLUMN CONCRETE ENCASED STEEL COLUMN LG - L 30
MC2
W 1500MM X D 2500MM (3 X 1000 WB 322)
HIGH RISE MEGA COLUMN CONCRETE ENCASED STEEL COLUMN L31 - L 49
MC3
W 1500MM X D 2000MM (3 X 900 WB 282)
SKY RISE MEGA COLUMN CONCRETE ENCASED STEEL COLUMN L49 - L CROWN TIP
C1
W 600 MM X D 1100 MM (2 X 500 WC 440)
LOW RISE SECONDARY COLUMN
C2
W 500MM X D 900 MM (2 X 400 WC 361)
MID RISE SECONDARY COLUMN
C3
W 450MM X D 800 MM (2 X 350 WC 280)
HIGH RISE SECONDARY COLUMN
PC1
W 600MM X 600 MM (500 WC 440)
PODIUM COLUMN
PC2
W 600MM X 600 MM REINFORCED CONCRETE COLUMN
PODIUM COLUMN
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ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY, TEAM MEMBER TEAM MEMBER GRANT LI SU GU SEMESTER 1, 2019 – FINAL ASSIGNMENT 832914 815638
DESIGN DEVELOPMENT REPORT
TEAM MEMBER
TUTOR
TUTORIAL N.
YIYI ZHU 795607
MELISSA MALIK
19
DUE DATE
14 JUNE 2019
DRAWING TITLE
DRAWING N.
A2.1
A2.1 STRUCTURE: PLANS AND SECTIONS
SCALE
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TYPICAL TOWER FLOOR
5/ / 5/ / 5/ / 5/ / 5/ / 5/ / 5/ /
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PODIUM FLOOR FRAMING
5/ /
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5/ / 5/ /
TRANSFER BEAM
5/ / 5/ / 5/ / 5/ / 5/ / 5/ /
2 A2.2
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EXPLODE AX - STRUCTURAL NOT TO SCALE
5/ / 5/ / 5/ / 5/ /
EXTERIOR
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OVERALL SECTION - STRUCTURAL 1:700 0 5 10 20 m
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY, TEAM MEMBER TEAM MEMBER GRANT LI SU GU SEMESTER 1, 2019 – FINAL ASSIGNMENT 832914 815638
DESIGN DEVELOPMENT REPORT
600 0 3000
5/ /*
3 A2.2
TEAM MEMBER
TUTOR
TUTORIAL N.
YIYI ZHU 795607
MELISSA MALIK
19
DUE DATE
14 JUNE 2019
SECTION DETAIL 1:100
DRAWING TITLE
A2.2 STRUCTURE: MODEL AND 3D DIAGRAMS SCALE
SCALE AS INDICATED
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L31
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L30
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L29
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L25
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L24
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L23
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L22
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L21
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L20
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L19
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L15
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L64
RL +274.70
1500
& /
6* 6*
RL +278.80
1500
&/
4100
L65
MECHANICAL FLOOR 8200
L66
RL +282.90
750
&/
4100
RL +287.00
1500 0
&/
TYPICAL FLOOR 4100
L67
750
& /
NORTH ELEVATION - CROWN 1:100
SPANDREL 955
RL +291.10
4 A3.1
5 A3.1
1500
& /
TYPICAL FLOOR 4100 VISION PANEL 3145
RL +299.30
03 0 3
6* 6*
20 m
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY, TEAM MEMBER TEAM MEMBER GRANT LI SU GU SEMESTER 1, 2019 – FINAL ASSIGNMENT 832914 815638
DESIGN DEVELOPMENT REPORT
1 A3.1
1 A3.1 TEAM MEMBER
TUTOR
TUTORIAL N.
YIYI ZHU 795607
MELISSA MALIK
19
DUE DATE
14 JUNE 2019
NORTH ELEVATION - PODIUM 1:100
DRAWING TITLE
A3.1 ENVELOPE: TYPICAL GENERAL ARRANGEMENT SCALE
SCALE AS INDICATED
DRAWING N.
A3.1
P
GEAR TRACK
UPPER PARAPET
BMU TRACKS
PARAPET HEIGHT ABOVE MAINTENANCE PLATFORM 3150
SAFETY RAIL
WALKWAY
PHOTOVOLTAIC STRUCTURE
SP2
RL 325.30
HL1
NORTH PARAPET HEIGHT
VP2 VP1
WF1
SP1
VP1 LV1 FACADE FRAMING
OUTSIDE INSIDE
4 A3.2
TOWER PARAPET
FACADE - AXO NOT TO SCALE
RL 299.30
CROWN FlOOR
FCL 298.05
MECHANICAL FLOOR
3 A3.2
PARTIAL SECTION - CROWN EAST 1:100
EXTERIOR
30O
INTERIOR
1345
FFL 135.45 35 5 L30 30
5 A3.2
PASSIVE SYSTEM - VENTILATION NOT TO SCALE
6 A3.2
ACTIVE SYSTEM - PHOTOVOLTAIC NOT TO SCALE
7 A3.2
PASSIVE SYSTEM - DOUBLE FACADE NOT TO SCALE
8 A3.2
PASSIVE SYSTEM - SUN SHADING NOT TO SCALE
6855
MECHANICAL FLOOR 8200
RL134.25 3 5 L299
390
FLOOR O TO CEILING HEIGHT 2700
FCL125.85 L28
VISION PANEL 2755
TYPICAL FLOOR 4100
955
RL127.10 L29
CODE REMARKS
MATERIAL
FINISH
COLOUR
MC
MEGA COLUMN
CONCRETE ENCASE STEEL COLUMN
EPOXY PAINT FINISH
LIGHT GRAY
SP1
SPANDREL PANEL NORTH TOWER FACADE PANEL OUTSIDE SKIN
TOUGHENED GLASS COVERED SINGLE GLAZED
REFLECTIVE FILM
GREY
VP1
VISION PANEL NORTH TOWER FACADE OUTSIDE SKIN
SINGLE GLAZED HEATSTRENGTHENED
REFLECTIVE FILM
GREY
LV1
MECHANICAL FLOOR
WATERPROOF LOUVERS KENSINGTON SERIES®
POWDER COAT
GREY
SP2
SPANDREL PANEL NORTH TOWER FACADE PANEL INSIDE SKIN
SINGLE GLAZED TOUGHENED GLASS
COLOURBACK REFLECTIVE FILM
GREY
VP2
VISION PANEL NORTH TOWER FACADE PANEL INSIDE SKIN
DOUBLE GLAZED ARGON
NA
CLEAR WHITE
VP3
VISION PANEL WEST/EAST/SOUTH TOWER FACADE PANEL
DOUBLE GLAZED ARGON
REFLECTIVE FILM
GREY
BIPV
CROWN NORTH FACADE PANEL
BUILDING INTEGRATED PHOTOVOLTAIC PANELS
NA
DARK GREY
CP2
CROWN EAST/WEST/SOUTH SINGLE GLAZED HEATFACADE PANEL STRENGTHENED
COLOURBACK REFLECTIVE FILM
GREY
PV1
CROWN TOP PHOTOLYTIC PANELS
PHOTOVOLTAIC PANELS
NA
BLACK
VL1
VERTICAL SHADING EAST FACADE
ALUMINUM
PVDF COATING
LIGHT GREY
HL1
MAINTENANCE WALK WAY NORTH FACADE
ALUMINUM GRATE
PVDF COATING
LIGHT GREY
WF1
UNITISED CURTAIN WALL FRAME
ALUMINUM
PVDF COATING
LIGHT GREY
SG1
PODIUM STRUCTURAL GLAZING
TOUGHENED GLASS
ANTI-GLAZE
LIGHT GREY
GR1
GLAZED ROOF OVER PODIUM
LAMINATED GLASS
ANTI-GLAZE
LIGHT GREY
FFL123.15 L28
FCL121.75 C 75 L277 960 3000
PARTIAL SECTION - TOWER NORTH 1:100
2 A3.2
1 A3.2
LEGEND
PARTIAL SECTION - PODIUM 1:100
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY, TEAM MEMBER TEAM MEMBER GRANT LI SU GU SEMESTER 1, 2019 – FINAL ASSIGNMENT 832914 815638
DESIGN DEVELOPMENT REPORT
TEAM MEMBER
TUTOR
TUTORIAL N.
YIYI ZHU 795607
MELISSA MALIK
19
DUE DATE
14 JUNE 2019
DRAWING TITLE
DRAWING N.
A3.2 ENVELOPE: MODEL AND 3D VIEWS/DIAGRAMS SCALE
1:100 @ A2
P
A3.2
Melbourne School of Design APPLIED ARCHITECTURAL TECHNOLOGY Coordinator: Giorgio Marfella
PART 3 - KEY ENVELOPE DETAILS
D
E
1
3000
GR1 VP1
VP1
VP1
FRL 12890 L2
2600
VP1
VP1
VP1
1800
4 A5.1 CL 10810 L1 LCL 10610 L1
300
1500
FFL 12010 L2
INTERIOR
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
1500
SG1
1500
SG1
1200
EXTERIOR
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
SG1
1500
SG1
3 A5.1
1500
SG1
1500
SG1
1500
SG1
1500
SG1
1500
5 A5.1
3000 0
3000
3600
SG1
1500
FCL3150 L1
SG1
1500
1
A4.1
1 150
FGL150 LG
2 A5.1 600
2 A4.1
1800
3000
1800
600
6000
3 A4.1
LOBBY NORTH ELEVATION
3 A4.1
SCALE 1:50
LOBBY GENERAL ARRANGEMENT DETAIL SECTION SCALE 1:50
3 A4.1 INTERIOR
EM
PT CODE
RL 150
Mega column; Concrete and steel; (SR[\ SDLQW ÀQLVK
SP1
Outside skin spa`ndral panel; Single glazed; Laminated safety glass
VP1
Outside skin vision panel; Single glazed; Laminated safety glass
GR1
Glazed roof over podium; Laminated Anti-glaze glass; /LJKW JUH\
SG1
Structual glazed panels of cable net system; 7RXJKHQHG $QWL JOD]H glass; /LJKW JUH\
RC1
Pre-coated alluminim roof capping
1
A5.1 LS
SL
SL
LS
EXTERIOR 600
1800
3000
D
1 A4.1
2 A4.1
1800
600
750
E
LOBBY GENERAL ARRANGEMENT DETAIL PLAN
4 A4.1
SCALE 1:50
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY, TEAM MEMBER SU GU SEMESTER 1, 2019 – FINAL ASSIGNMENT 815638
TUTOR
TUTORIAL N.
MELISSA MALIK
19
DESIGN DEVELOPMENT REPORT
DUE DATE
14 JUNE 2019
ISOMETRIC NOT TO SCALE
DRAWING TITLE
DRAWING N.
A4.1 LOBBY FAÇADE: GENERAL ARRANGEMENT SCALE
1:50 @ A2
LEDENED
MC
PP
A4.1
CL1
EXTERIOR
CODE
LEDENED
CL1
6PRRWK ZKLWH ÀQLVK ZLWK KLJK OLJKW UHÁHFWLYH ÀQLVK PANEL
EM
(QWU\ PDWWLQJ ZLWK abrasive grit inserted
PT2
PC
INTERIOR
4 A5.1
&UHDP\ ZKLWH Sandblasted
CABLE NET TOP CONNECTION DETAIL SECTION SCALE 1:10
OLPHVWRQH ÁRRU WLOHV Portal frame cladding, 6ROLG /LJKW *UH\ PP WKLFN DOXPLQLXP ZLWK D Fluoropolymer coating of PVDF
EXTERIOR
INTERIOR
PP
5 A5.1
INTERIOR
CABLE NET STRUCTURAL GLAZING TYPICAL DETAILS
3 A5.1
SCALE 1:5
SCALE 1:10
EXTERIOR
PT2
INTERIOR
PP
EM
CABLE NET CONNECTION DETAIL SECTION
PP
PP
PC
PP
EXTERIOR 1 A5.1
PP
PLAN DETAIL
2 A5.1
SCALE 1:10
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY, TEAM MEMBER SU GU SEMESTER 1, 2019 – FINAL ASSIGNMENT 815638
TUTOR
TUTORIAL N.
MELISSA MALIK
19
DESIGN DEVELOPMENT REPORT
DUE DATE
14 JUNE 2019
GROUND FLOOR DETAIL SECTION SCALE 1:10
DRAWING TITLE
DRAWING N.
A5.1
A5.1 LOBBY FAÇADE: DETAILS SCALE
1:10 @ A2
PP
'
3 A4.2
CARPET
STACK JOINT SPANDREL PANEL 1345
FFL1135.45 L30
SP2 MP1
MP1, 50% PERFORATED ALUMINUM PANEL GREY PVDF COATING CONCRETE MC1, LIGHT GREY EPOXY PAINT FINISH
MP1 M P1
TRANSOM
MP1 M P1
7140
WEATHERPROOF LOUVER 6855
MECHANICAL FLOOR 8200
STEEL FRAMING LF, 100X100X9 SHS PVDF COATING
50% PERFORATED PANEL 4100
CL129.95 L29
ALUMINUM FOLDED BACK PAN NON-COMBUSTIBLE THERMAL INSULATION
LV1
LV1
THERMAL INSULATION PB, PRIMARY BEAM
3 A5.2
TOUGHENED GLASS GREY, COLOURBACK
MC
50% PERFORATED PANEL 4100
MP1 M P1
COMPOSITE FLOOR
STEEL OUTRIGGER SP2
SP2
STEEL FRAMING LF, 100X100X9 SHS PVDF PAINTED WEATHERPROOF LOUVER
2 A4.2 BIRD-WIRE MESH STEEL CONCRETE UPSTAND
VP1
SP2
AUTOMATED BLINDS
SP2
SP2
3 A5.2
COMPOSITE FLOOR SLAB THERMAL INSULATION THERMAL AND ACOUSTIC INSULATION
TOUGHENED GLASS GREY, COLOURBACK
FCL125.85 L28
VP1 SINGLE GLAZE TOUGHENED GLASS GREY REFLECTIVE FILM
VP2
VP2
FFL127.10 L29 MECH. FlOOR
SP2
TRANSOM WF1
VP2
STACK JOINT
EXTERIOR
INTERIOR
FLOOR TO CEILING 2700
VENT SPANDREL PANEL 390 955
VP1
VISION PANEL 2755
TYPICAL FLOOR 4090
1345
FIXED WEATHERPROOF LOUVER
VP2 DOUBLE GLAZED AGRON TOUGHENED GLASS
MULLION
1 A4.2
1 A4.2
VP1
SP2
SP2
310
FFL123.15 L28 SERVICE ZONE 1090
VP1
MAINTENANCE WALKWAY MAINTENANCE HL2A WALKWAY HL1, ALUMINUM GRATE PVDF COATING STACK JOINT HOOK ON ACTIVE LOUVER FIXING BRACKET NATURAL SP2 VENTILATION TOUGHENED GLASS
FCL121.75 L27
GREY, COLOURBACK
OUTSIDE SKIN
2 A5.2
INSIDE SKIN
180
600
EB EDGE BEAM ACTIVE LOUVER NATURAL VENTILATION
180
960 MEGA COLUMN 3000
2 PARTIAL ELEVATION - NORTH A4.2 1:50
3 PARTIAL SECTION - NORTH A4.2 1:50 MAINTENANCE WALKWAY, HL2
3 A4.2
PRIMARY CELLULAR WELDED BEAMS, PB,
MATERIAL AND FINISH SCHEDULE CODE
ACOUSTIC CEILING, CL1 FIRE STOP
SECONDARY BEAMS STEEL TRUSSES, FB
MC1
VP1
OUTER SKIN VISION PANEL; SINGLE GLAZED HEATSTRENGTHENED GLASS GREY REFLECTIVE FILM
MP1
50% PERFORATED ALUMINUM PANEL; LIGHT GREY PVDF COATING
FB
PB
THERMAL INSULATION
INTERIOR
CARPET CP1, GREY OVER ACCESS FLOOR TILES
ACTIVE LOUVER TRANSOM
PB
FFL 123.15 L28
DOUBLE GLAZED, VP2
FB
RAISED ACCESS FLOOR
HL2 MAINTENANCE WALKWAY MULLION, WF1
180 600
COLOURBACK,SP2
MC1
1 A5.2
STEEL BEAM, EB VERMICULITE SPRAY FIRE PROTECTED
EXTERIOR MODULE 1500
CARPET, CP1 750
1500
750
LV1
COMPOSITE FLOOR
EB
EB
STACK JOINT HOOK-ON BRACKET
180
960
ADJUSTABLE FIXING BRACKET
1500
1 PARTIAL FLOOR PLAN A4.2 1:50
SP2
VP2
INSIDE SKIN VISION PANEL; DOUBLE GLAZED ARGON INSULATING UNITS; CLEAR
WF1
UNITISED CURTAIN WALL FRAME; ALUMINUM PVDF COATING; LIGHT GREY
HL1
MAINTENANCE WALKWAY; ALUMINUM GRATE; LIGHT GREY
SINGLE GLAZED, VP1
EXTERIOR
WATERPROOF LOUVERS; KENSINGTON SERIES®; POWDER-COATED INNER SKIN SPANDREL PANEL; SINGLE GLAZED TOUGHENED GLASS GREY COLOURBACK
MULLION, WF1
2 A4.2
LEGEND MEGA COLUMN; CONCRETE AND STEEL; EPOXY PAINT FINISH; LIGHT GREY
4 ISOMETRIC A4.2 NOT TO SCALE
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY, TEAM MEMBER YIYI ZHU SEMESTER 1, 2019 – FINAL ASSIGNMENT 795607
TUTOR
TUTORIAL N.
MELISSA MALIK
19
DESIGN DEVELOPMENT REPORT
DUE DATE
14 JUNE 2019
DRAWING TITLE
DRAWING N.
A4.2 TYPICAL FLOOR: GENERAL ARRANGEMENT SCALE
1:50 @ A2
PP
A4.2
EXTERIOR
STRUCTURAL SCHEDULE
INTERIOR
TOP HAT ALUMINUM MP1, 50% PERFORATED ALUMINUM PANEL LIGHT GREY PVDF COATING
DEFLECTION HAT ALUNIMIUM
4 SECTION DETAIL - NORTH FACADE MECHANICAL FLOOR 2 A5.2 1:10
10MM FIBER CEMENT SHEET
EXTERIOR
MP1, 50% PERFORATED ALUMINUM PANEL GREY PVDF COATING
CODE
SIZE
REMARKS
MC1
W 1500MM X D 3000MM (3 X 1200 WB 455)
CONCRETE MEGA COLUMN CONCRETE ENCASED STEEL COLUMN
PROFILE
EB
W 400MM X D 1024MM (1000 WB 323)
EDGE BEAM
PB
W 400MM X D 924MM (900 WB 282)
PRIMARY BEAMS STEEL CELLULAR WELDED BEAM
FB
STEEL TRUSS (W 200MM X D 900MM)
FLOOR FRAMING
LF
100X100X9 SHS
MECHANICAL FLOOR LOUVER FRAMING
INTERIOR
BIRD WIRE MESH STAINLESS STEEL
LF, STEEL FRAMING, 100X100X9 SHS PVDF PAINTED
STACK JOINT
ALUMINUM FLASHING MEMBRANE SCREED FALL TO DRAINAGE SMOKE FLASHING
STEEL OUTRIGGER LIGHT GREY PVDF COATING
CAST-IN CHANNEL
STEEL STRUT LIGHT GREY PVDF COATING
THERMAL INSULATION UNDER MECHANICAL FLOOR SLAB
STEEL OUTRIGGER LIGHT GREY PVDF COATING
50
MATERIAL AND FINISH SCHEDULE
3 SECTION DETAIL - NORTH FACADE MECHANICAL FLOOR 1 A5.2 1:10
CODE
EXTERIOR
MAINTENANCE WALKWAY, HL1 GRATE
MC1
VP1
OUTSIDE SKIN VISION PANEL SINGLE GLAZED HEAT-STRENGTHENED
MP1
50% PERFORATED PANEL ALUMINUM
160
150
STRUCTURAL SILICON STACK JOINT HOOK-ON BRACKET PRIMARY ANGLE BRACKET FIRE STOP FIRE STOP BRACKET STEEL SLAB SUPPORT WELDED TO EDGE BEAM CONCRETE MC1, LIGHT GREY EPOXY PAINT FINISH
RAISED ACCESS FLOOR
600X600 TILED SYSTEM SUSPENSION HANGER
NON-COMBUSTIBLE THERMAL INSULATION
LV1
SUSPENSION ROD
ALUMINUM FOLDED BACK PAN
PRIMARY BEAM PB, STEEL
SP2, TOUGHENED GLASS GREY, COLOURBACK
EDGE BEAM EB, STEEL VERMICULITE SPRAY FIRE PROTECTED
AUTOMATED BLINDS TRANSOM ACTIVE LOUVER NATURAL VENTILATION
TOP CROSS RAIL
180
MAINTENANCE WALKWAY 600
WATERPROOF LOUVERS KENSINGTON SERIES®
GREY POWDER-COATED
VP2
INSIDE SKIN VISION PANEL DOUBLE GLAZED AGRON
WF1
ALUMINUM UNITISED CURTAIN WALL FRAME
HL1
MAINTENANCE WALKWAY ALUMINUM GRATE
LIGHT GREY PVDF COATING
CP1
CARPET
GREY
ACOUSTIC CEILING
WHITE
CL1, ACOUSTIC CEILING WHITE SUSPENDED CL1 CONCEALED SYSTEM
VP2 DOUBLE GLAZED ARGON TOUGHENED GLASS
GREY PVDF COATED
INSIDE SKIN SPANDREL GREY PANEL COLOURBACK SINGLE GLAZED TOUGHENED GLASS
SUSPENSION CLIPS
TRANSOM
GREY REFLECTIVE FILM
SP2
FURRING CHANNEL
VP1 SINGLE GLAZE TOUGHENED GLASS GREY REFLECTIVE FILM
LEGEND
LIGHT GREY EPOXY PAINT FINISH MEGA COLUMN OUTSIDE CONCRETE AND STEEL CONCRETE RENDER FINISH INSIDE
INTERIOR
SKIRTING CONTINUOUS SMOKE FLASHING CARPET CP1, GREY OVER ACCESS FLOOR TILES
FINISH
CLEAR LOW IRON TOUGHENED GLASS LIGHT GREY PVDF COATING
INTERNAL BLIND
180
960
2 SECTION DETAIL - NORTH FACADE 1 A5.2 1:10
CONCRETE MC1, LIGHT GREY, 1-2MM CONCRETE RENDER FINISH
600x600 TILED SYSTEM INTERIOR
VP2, DOUBLE GLAZED AGRON TOUGHENED GLASS PRIMARY FLOOR ANGLE BRACKET
SKIRTING TO SEAL CURTAIN WALL BRACKET AND STACK JOINT
FFL 123.15 L28
ANCHOR BOLTS
CAST-IN INSERT
CARPET CP1, GREY OVER ACCESS FLOOR TILES SLAB EDGE BELOW 50MM GAP BELOW
HOOK-ON BRACKET 50
VERTICAL ADJUSTING BOLT
MAINTENANCE WALKWAY HL2, ALUMINUM GRATE PVDF COATING OVER STEEL OUTRIGGER
MAINTENANCE WALKWAY 600
960
180
MALE MULLION FEMALE MULLION
SEALANT
180
BACKER ROD CAST-IN INSERT
VP1, SINGLE GLAZED TOUGHENED GLASS GREY REFLECTIVE FILM FINISH
EXTERIOR MODULE 1500
750
CONCRETE MC1, LIGHT GREY EPOXY PAINT FINISH
1 PLAN DETAIL - NORTH FACADE A5.2 1:10
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY, TEAM MEMBER YIYI ZHU SEMESTER 1, 2019 – FINAL ASSIGNMENT 795607
TUTOR
TUTORIAL N.
MELISSA MALIK
19
DESIGN DEVELOPMENT REPORT
DUE DATE
14 JUNE 2019
DRAWING TITLE
DRAWING N.
A5.2
A5.2 TYPICAL FLOOR: DETAILS SCALE
1:10 @ A2
PP
G
F 750
750
750
1500
1500
1500
1500
FINISHES LEGEND
750
MC
Mega column; Concrete and steel; Epoxy paint finish
VG1
Outside skin vision panel; Single glazed; Laminated safety glass; Grey tint
SP2
BIPV
BIPV
BIPV
BIPV
BIPV
IMITATING TYPICAL FLOOR 4100
BIPV
MC SC1
400 WC 144; Galvanised; Dark grey coat
P1
2 x 300 PFC; Galvanised; Dark grey coat
R1
200 x 100 6.0 RHS; Galvanised; Dark grey coat
T1
310 UC 158; Galvanised; Dark grey coat
T2
360 UB 56; Galvanised; Dark grey coat
T3
500 WC 228; Galvanised; Dark grey coat
Spandrel panel; Colourback; Grey
LV
Waterproof louvres; Kensington series; Powdercoated
HL2
Maintenance walkway; Steel flooring; Grate
AL1
Aluminium; Powder coated; Grey
BIPV
MC
STRUCTURE LEGEND Mega column; 1500 x 2000 mm 3 x 900 WB 322
Building-integrated Photovoltaic
PROFILE (NTS)
BUILDING MAINTENANCE UNIT
3 A5.3
BIPV
BIPV
BIPV
BIPV
BIPV
PARAPET HEIGHT ABOVE MAINTENANCE PLATFORM 3150
IMITATING TYPICAL FLOOR 4100
BIPV
ALUMINIUM CAPPING (AL1)
3 A4.3 SAFETY RAIL 310 UC 158 GALVANISED (T1) 500 WC 228 GALVANISED (T3)
TYPICAL ELEVATION 2 A4.3 1:50 SCALE
360 UB 56 GALVANISED (T2)
3 A4.3 RL 325.30
NORTH PARAPET HEIGHT
STACK JOINT
TWO MEN CRADLE PHOTOVOLTAIC STRUCTURE
2 A5.3
WALKWAY (HL2) GEAR TRACK
2 A4.3
OUTSIDE
MEGA COLUMN (MC)
1 A4.3
TWO MEN CRADLE
SPLIT MULLION
BIPV
2 A4.3
CURTAIN WALL BRACKET STACK JOINT
200 x 100 x 6.0 RHS (R1)
RL 303.40
CROWN LEVEL 1
2x 300 PFC GALVANISED (P1) CURTAIN WALL BRACKET 400 WC 144 GALVANISED (SC1)
VG1
INSIDE
OUTSIDE
RL 322.15
4 A4.3
STEEL PLATE
INSIDE
4 A4.3
BITUMEN SPRAY SEALANT GROUT
200 x 100 x 6.0 RHS (R1)
CONCRETE PEDESTAL
1 A5.3
SCREED (CS) SLOPE TO ROOF DRAIN WATERPROOF MEMBRANE BITUMEN
200 x 100 x 6.0 RHS (R1)
FALL (1 )
INSULATION
CONCRETE UPSTAND
RL 299.30
SAFETY RAIL
CROWN FlOOR 200 BONDEK SLAB
WALKWAY (HL2) SPANDREL BMU TRACKS
1 A4.3
SERVICE PIPE
MECHANICAL FLOOR
MAINTENANCE TRACK PLAN 3 A4.3 1:50 SCALE 1 A4.3
4 A5.3
FCL 298.05
STEEL TRUSS (SB)
GEAR TRACK
MECHANICAL LOUVRES (LV)
INSIDE
MECHANICAL FLOOR
BIRD WIRE MESH
2 A4.3
OUTSIDE BIPV
50% PERFORATED PANEL
SPLIT MULLION
SECTION 1 A4.3 1:50 SCALE
CURTAIN WALL BRACKET
5 A5.3 PARAPET GEAR TRACK (FOR INCLINE)
ID E
200 x 100 x 6.0 RHS (R1)
OU
TS
TOWER PARAPET
INSIDE
PERIMETER TRUSSES
FALL
VG1 BMU
RL 299.30 FA
PV PANEL STRUCTURE
LL 2x 300 PFC GALVANISED
1 SLOPE TO ROOF DRAIN CONCRETE SCREED
SAFETY RAIL
PORTION OF TRACK LOWERS TO STORE BMU WHEN NOT IN USE
CONCRETE PEDESTAL
IDE
VERTICAL TRACKS
INS
1 A4.3 TOWER ROOFTOP PLAN 4 A4.3 1:50 SCALE
400 WC 144 GALVANISED (SC1)
FALL
WALKWAYS
BMU ISOMETRIC 5 A4.3 NOT TO SCALE
N
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY, TEAM MEMBER GRANT LI SEMESTER 1, 2019 – FINAL ASSIGNMENT 832914
TUTOR
TUTORIAL N.
MELISSA MALIK
19
DESIGN DEVELOPMENT REPORT
DUE DATE
14 JUNE 2019
DRAWING TITLE
SCALE
1:50 @ A2
A4.3 PARAPET: GENERAL ARRANGEMENT
PP
DRAWING N.
A4.3
524
ALUMINIUM PARAPET CAPPING (AL1) 2 x 300 PFC GALVANISED (P1)
294
VISION GLAZING (VG1) CURTAIN WALL BRACKET
200 x 100 x 6.0 RHS (R1)
200 x 100 x 6.0 RHS (R1)
2 X 300 PFC (P1)
CURTAIN WALL BRACKET
200 x 100 x 6.0 RHS (R1)
200 x 100 x 6.0 RHS (R1)
VISION GLAZING (VG1)
200 x 100 x 6.0 RHS (R1)
100
400 WC 144 GALVANISED (SC1) SPRAY-ON SEALANT
ALUMINIUM PARAPET CAPPING (AL1) FLASHING SEAL AND BACKING ROD
STEEL PLATE GROUT 494
CONCRETE PEDESTAL
SECTION DETAIL 3 A5.3 1:10 SCALE
CONCRETE UPSTAND
BOND BREAKER
FALL (1 )
BITUMEN MEMBRANE
RL 299.30
50
724
180
CROWN FlOOR
SCREED
SAFETY RAIL SMOKE FLASHING Z BRACKET FIRESTOP 200 BONDEK SLAB 450
BONDEK
INSULATION
SPRAY-ON FIREPROOFING
TOEBOARD WALKWAY (HL2)
SPANDREL PANEL (SP2) SERVICE PIPE
THERMAL INSULATION
100
STACK JOINT
310 UC 158 GALVANISED (T1)
CURTAIN WALL BRACKET 200 x 100 x 6.0 RHS (R1)
400 WC 144 GALVANISED (SC1) 200 x 100 x 6.0 RHS (R1)
STEEL TRUSS (SB)
FCL 298.05
200 x 100 x 6.0 RHS (R1)
400 WC 144 GALVANISED (SC1)
MECHANICAL FLOOR
100 x 100 x 9 SHS SUSPENDED CEILING
MECHANICAL LOUVRES
PARTIAL SECTION DETAIL 2 A5.3 1:10 SCALE
BIRD WIRE MESH
SECTION DETAIL 1 A5.3 1:10 SCALE
MEGACOLUMN (MC)
FINISHES LEGEND
MC
Mega column; Concrete and steel; Epoxy paint finish
VG1
Outside skin vision panel; Single glazed; Laminated safety glass; Grey tint
SP2
200 x 100 x 6.0 RHS (R1)
BIPV
MULLION
CURTAIN WALL BRACKET
CURTAIN WALL BRACKET
750
G 750
SPLIT CORNER MULLION
Spandrel panel; Colourback; Grey Waterproof louvres; Kensington series; Powdercoated
HL2
Maintenance walkway; Steel flooring; Grate
AL1
Aluminium; Powder coated; Grey
750
LV
BIPV
SEAL AND BACKING ROD
Building-integrated Photovoltaic
STRUCTURE LEGEND
MC
Mega column; 1500 x 2000 mm 3 x 900 WB 322
SC1
400 WC 144; Galvanised; Dark grey coat
P1
2 x 300 PFC; Galvanised; Dark grey coat
R1
200 x 100 6.0 RHS; Galvanised; Dark grey coat
T1
310 UC 158; Galvanised; Dark grey coat
T2
360 UB 56; Galvanised; Dark grey coat
T3
500 WC 228; Galvanised; Dark grey coat
VG1
PROFILE (NTS)
SPLIT MULLION
200 x 100 x 6.0 RHS (R1) 200 x 100 x 6.0 RHS (R1)
2 x 300 PFC GALVANISED (P1)
PARTIAL PLAN DETAIL 4 A5.3 1:10 SCALE
PARTIAL PLAN DETAIL 5 A5.3 1:10 SCALE
ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY, TEAM MEMBER GRANT LI SEMESTER 1, 2019 – FINAL ASSIGNMENT 832914
TUTOR
TUTORIAL N.
MELISSA MALIK
19
DESIGN DEVELOPMENT REPORT
DUE DATE
14 JUNE 2019
DRAWING TITLE
DRAWING N.
A5.3
A5.3 PARAPET: DETAILS SCALE
1:10 @ A2
PP