PORTFOLIO PORTFOLIO PORTFOLIO
JIN WANG
2021
RESUME EDUCATION
TECHNICAL SKILLS
UNIVERSITY OF MELBOURNE
MSDX Semester 2, 2020
Office • Microsoft Word / Advanced • Microsoft Excel / Intermediate • Microsoft Powerpoint / Intermediate Adobe Software • Photoshop / Advanced • Illustrator / Advanced • Indesign / Advanced Modelling/Rendering • Rhino / Advanced • Grasshopper / Intermediate • Vray / Advanced • AutoCAD / Advanced • Sketchup / Intermediate • Recap / Intermediate • Revit / Intermediate • 3D Printing / Intermediate • Laser Cutting / Advanced • Physical Modelling / Advanced • Photography / Intermediate
EXPERIENCE
SKILLS
Chinese Theatre Group (society in the University of Melbourne)
• • • • • • • • • • • •
02/2016 - 12/2018
Bachelor of Environment Major in Architecture
UNIVERSITY OF MELBOURNE 03/2019 - 12/2020
Master of Architecture
EXHIBITIONS Master Studio C project selected for
MSDX Semester 1, 2019 JIN WANG @ C A
alice.wj1997@gmail.com (+61) 0403922188 104, 56 Dorcas St. Southbank, Melbourne, Australia
An architectural graduate from the University of Melbourne, with abilities in information management, analysis, and critical thinking. Accomplished first-class honors in design studios. Have a deep enthusiasm for narrative architecture and related concepts. Good at starting from socio-political issues, using architectural design to express reflections or solving strategies. Have imagination and the ability to dig deep into the inner world. Be able to communicate and cooperate effectively with team members, and be sincere and responsible during the process.
Master Studio D project selected for
MSDX Semester 2, 2019
Master Thesis project selected for
07/2016 - 06/2018
• Makeup artist • Costume leader • Production Manager
LANGUAGES Architectural intern Mandarin / Native English / Advanced Japanese / Primary
01/2018 - 03/2018
SHENYANG WANCHEN Architectural Planning and Design Co., Ltd.
Oral communication Team work Empathy Project management Academic research Conceptual design Schematic design Record keeping Interior design Graphic design Site & Environmental analysis Construction Methodology
Table of Contents
01
Thesis Semester 2, 2020, Master
ARCHITECTURE IN THE CONTESTED STATE 02
Studio D Semester 2, 2019, Master
FORMS OF ENCHANTMENT 03
Studio D / 3D Modelling Semester 2, 2019, Master
CABINET OF CURIOSITY 04
Studio C Semester 1, 2019, Master
BIGBUILD 05
Studio E Semester 1, 2020, Master
CREATE 06
Construction subject Semester 1, 2019, Master
APPLIED ARCHITECTURAL TECHNOLOGY 07
Studio Water Semester 2, 2017, Bachelor
BOATHOUSE 08
Studio Air Semester 1, 2018, Bachelor
CONTROL FREAK
01 THESIS: ARCHITECTURE IN THE CONTESTED STATE NICOSIA INTERNATIONAL AIRPORT,
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A F A B L E ABOUT THE FUTURE SEMESTER 2, YEAR 2, 2020 MASTER University of Melbourne
THESIS STATEMENT This thesis will investigate Cyprus, the complex history of contestation and ethnic division, sovereign identity, and current stasis from the established United Nations Buffer Zone. This thesis will pay attention to the possibility of future development, through the expressiveness of time and space and the unique experience that museum buildings can provide, aiming at encouraging the widely admired visions. Establish a collection of Nicosia’s city fragments, and transmit them into another space, where carries a meaning of a new start. Transformations appear at the beginning of the journey, and finally, an unpredictable image of the museum will emerge in the end. According to Marina Warner, a story is the Esperanto of imagination which has the power to impinge on and change reality, especially in a disruptive, turbulent, and hostile time (Warner, 2018). As a result, this thesis hypothesis architecture as a fable, and takes the concept of narrative architecture as the base. Nicosia city’s past fragments’ compositions become the intervention that comes through the design. The existing and coming art expressions will be superimposed into story contents. The architecture itself will be the exhibit, which will be a stage for visitors and other exhibits. Together they form the narrative, a fable about the future.
Mapping: The Fascinating Journey. A perspective version
ORIGINAL BUILDING
CUTTING AXIS
OVERALL FORM FINDING Deconstruction of original building & interventions
Mapping: The Fascinating Journey. Aiming at providing a transformation process. Take the walled city as the start, sculptural elements appear along the road, to make the process of driving the story's 'introduction'.
BUBBLE DIAGRAM
A museum project that is consists of fable chapters, which are multiple prophecies about the future visions of Cyprus. To form a complex and intertwined story by applying deconstruction and intervention to the existing building that carrying traumatic memories about the war between Greek Cypriot and Turkish Cypriot in 1974. Drawing lessons from the montage technique in film art, set up five independent segments here, and the circulation that maximizes accessibility provides the possibility of timeline transformation, allowing different visitors to piece together a completely different story.
The plot fragments of the story not only yearn for a peaceful future but also contain gradually deepening divisions, which makes the entire architecture not inclined. But it hopes that through the rehearsal of different stories, people will resonate and reflect, and finally gain the answer about the future that they desire in the subconscious.
It tries to break away from the past, as a transformant, a new starting point, allowing people to observe the fragments from the past that may exist in the future. These fragments are strong evidence from history, and they exist here with a new definition. A surreal building would exist in the old battlefield where time and space have been stagnant for a long time, becoming an imaginary world of future possibilities.
HERITAGE MAPPING WITHIN THE NICOSIA WALLED CITY A study of existed styles and features of thecity Catagory of styles: classic Greek, Medieval Gothic, Renaissance, Neoclassical, Byzantine Houses with kiosk facing to street side combining with residential and other commercial functions
INTERVENTION
CHAPTER X (1)
CHAPTER X (3)
CHAPTER X (1)
CHAPTER X (4)
CHAPTER X (2) The model of the island's future becomes a thing of the past once it comes true. Or is abandoned in the country of the imagination. The cities filled with ancient monuments are getting more and more crowded, but there is still someone who feels missing and devotes themselves to the kingdom of prophecy from the past.
CHAPTER X (1)
CHAPTER X (5) Animals and vegetation become the rulers of the ruins, and the traces of mankind disappear because of forgetting.
CHAPTER X (1) RENDER Multi-choice circulation
CHAPTER X (1) RENDER Exhibition spaces & restaurant
CHAPTER X (3) RENDER
CHAPTER X (3) RENDER Exhibition spaces
AXO DRAWING & PLAN
OVERALL PERSPECTIVE South west Facade
SECTION Basement: storage & loading space
OVERALL CIRCULATION
STRUCTURAL SYSTEM ILLUSTRATION
EXPLODE DIAGRAM of STRUCTURE AND CIRCULATION
VISITOR CIRCULATION ELEVATOR PATH
VISITOR CIRCULATION STAIR/RAMP/TUNNEL/CORRIDOR
BoH CIRCULATION
CIRCULATION RENDER
THEATRE SPACE
Foyer entrance
CIRCULATION RENDER
CIRCULATION RENDER
CIRCULATION RENDER
Transition area
Between theatre and workshop
Suspend on the south west facade looking to the entrance of theatre
02 STUDIO: FORMS OF ENCHANTMENT N Y L E X C l o c k
THE ALICE COMPLEX SEMESTER 2, YEAR 1, 2019 MASTER University of Melbourne
STUDIO STATEMENT Focus on a socio-political issue that exists nowadays, combined with analysis of a Fairytale or Myth, and artworks, to investigate their relationship, and generate design ideas, to retrofit or rebuild the heritage site.
DESIGN IDEA The Narrative: ALICE IN WONDERLAND The story itself is an assembly of imaginations and philosophical reflections. The thought in depth that has been explored most in this project is about the definition. The definition of everything was different in wonderland. The world with no rational standards like how the real world works, and objects and events are physically or spiritually distorted. We are constantly ruled by our established ideology which is influencing by the information we received. The world is filled with manipulations with various destinations. The media have become the most area that the manipulations are happening. There is something behind each of the News, speeches, advertisements, even movies. They come up with marketing purposes and propaganda from the government or could be any other organizations. The world we see is both reality and illusion, and we are all prisoners of it. It is essential to have somewhere to escape, into somewhere like a wonderland, that can ring the alarm for people.
TYPOLOGY This project is a boutique hotel with multiple leisure facilities, surrounded by a pleasure garden, and the whole area is a network-free zone. Hotel is somewhere people can spend the most time in it, and can provide services for experiencing a different but complete daily life.
DESIGN METHODOLOGY The design is aiming at providing unique and surprising experiences, within each of the programs, as well as the circulation experience.
SITE OCCUPATION The focus area on the site is the two silos and the surrounding fields on north and west. Demolish the existing building on the north side, and the high-speed bridge has changed into a tunnel. An open view on the west side is created, as well as a broader garden field. The main entrance for visitors is the spot on the north side, and cars aiming at the parking point from two directions have their entry point on the site, to ensure safety. The entrance for BOH activities is on the south east.
DESIGN METHODOLOGY The methodology all through the design is to apply new manifestations to the things you can touch and see, through distortions with several principles that come from the Alice in wonderland, while keeping the essence of things in terms of their basic functions and physical reality. The principles are: 1. Upside down 2. Scale change 3. Shape distortion 4. Interaction 5. Sudden space conversion (through color and texture) 6. Deepness (high ceiling) 7. Reflection (real reflection, fake mirror) 8. Perspective confusion
RESTAURANT (HIGH-TEA, CAFÉ, BAR)
FOYER (RECEPTION)
RESTAURANT
ATRIUM (CABLE CAR ELEVATOR)
NOWHERE (CLOSED SPACE BETWEEN LIFTS)
falling down to the rabbit hole
scale change needed to enter
SINGLE SUITE LOFT
SPACE ARRANGEMENT/SEPARATION
All the spaces are not separated conventionally by walls and doors such as the bedroom, living room, and bathroom. They are identified by an element or even color, while airtightness was guaranteed. Instead of having the same floor plates and same floor to floor level for each floor, lofts and flats work as modules so that they can be combined as a composition, just like a puzzle.
SINGLE SUITE LOFT
CIRCULATION
Facade circulation starts and ends with different points on each level, which shuttles between inside and outside. It connects not only the floors but also the two silos.
DOUBLE SUITE LOFT
QUEEN SUITE FLAT
SECTION
GROUND FLOOR PLAN
FIRST FLOOR PLAN
SECOND FLOOR PLAN
THIRD FLOOR PLAN
FORTH FLOOR PLAN
FIFTH FLOOR PLAN 0
5 10 15 20 25
50M
03
STUDIO: FORMS OF ENCHANTMENT
THE ALICE COMPLEX CABINET OF CURIOSITY
Abstraction and concentration of architectural design ideas. Elements and distortions are drawn from the NARRATIVE: A
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STUDO: BIGBUILD
04
RECONSTRUCTION OF SPENCER
URBAN CARNIVAL SEMESTER 1, YEAR 1, 2019 MASTER University of Melbourne
Spencer is a commercial complext located in a vital point in Melbourne city, next to Southerncross station, facing to Docklands district and high-rise apartments. Manifesto This is a place represented by indifference. The towering stair is the defensive soldier, huge concrete clusters gaze all the time. Independent individuals are walking without eyes and ears, mouths or noses, at an increasing pace. They are getting more and more numerous, floating in the sea that has no islands, nothing is reminding about which direction to lift the sail. Functionalism is misunderstood, pursuit and curiosity are frozen, luck and beauty are hidden. We should not allow any waste of space in cities, as they are growing all the time, denser and faster. We should not allow unenthusiastic to continue as the main theme of living in cities.
Here comes the urgent desire, about realizing the possibilities in a limited space, the complete combination of programs is working as a whole system, and the astonishments bring out a new attractive typology, a big scale city installation that featuring vibrant, usefulness, accessibility, spatial flexibility, connectivity, and transparency. This new system’s existence will break into people’s minds, renewing the stubborn and numb stereotype, plundering people’s free time from the hands of their homes. They will know it, talk about it, and always want to do something in it. The site will be an incubator of stories, of the city's future living. This is a belief about the future of the city, not only for Melbourne, this new typology is working as a big idea, details can vary with new site conditions, and it can be applied to any dense parts of cities.
Main focus program 1 junction of Spencer St and Bourke St. - busiest point of the site, activity, to attract people - very open and easy to access - can be used by local artists at any time, artificial lights for the night performance - can be a great relax and gathering space for residents during nighttime after dinner. - The scattered stair seating is providing a complex circulation and rich visual angles to other programs. (potential journey and transparency) - Infilled green elements are providing soft surfaces as seating. - Concrete highlight space from bluestone pavers.
Main focus program 2 Arts & crafts market space -Maze based plan for providing a fun journey -Keep the fast flow lines at the same time -Movable market units can be stored at back and become a public space -Infilled green spaces again as the soft surface can be taken as a seating area -Level changes for having better connections to other programs -Concrete to highlight the space from bluestone pavers. -People Can see what’s happening in workshop spaces from the market and up in the exhibition -They Can be involved in the production process of art and craft products.
MARKET SPACE
LOOK DOWN FROM PLATFORM
05
STUDIO To combine a traditional craft, design a collective residence that serves three groups of users and contains a commercial space for the owner. This design is for two generations of a family. An old couple and a young couple are the inheritors of Chinese handmade soy products. The third resident is AIRBNB people. The whole family is running a small restaurant and retail together, responding for the productions of soybean products, and hire chefs and assistances to run the business. CONCEPT The concept is ‘permeate’, mist carrying a touch of soy aroma is filling the space during the process, which is an atmospheric feather. People can physically see/smell/taste/experience the craft, and psychologically feel and receive the Concepts and methods of traditional food technology.
GRID Architectural language
SITE Originally Scrap Metals Pty Ltd, a cuboid workshop built in red bricks. MATERIAL Stucco wall representing the texture of tofu. Timber, stone, and cloth come from the crafting process.
STUDO: CREATE 139-143 Elgin Street,Carlton VIC
H O U S E O F NATURAL TASTE SEMESTER 1, YEAR 2, 2020 MASTER University of Melbourne
Ra
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ATTRACTION
IMMERSION
do
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INTERACTION AXO DRAWING
St
St
WORKSHOP & RESTAURANT SPACE
Use of pivot doors enhancing the idea of ‘permeate’. The workshop frame for hanging Yuba, drying Beancurd cake, and washed fabric.
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
COMMUNAL LIVING ROOM & KITCHEN
COURTYARD SPACE
RESIDENTIAL BATHROOM
Stone timber sunken seating to make the space more soothing
The 'seepage pool': Put the stone pieces together, to create the shape of fabric, which is one of the tools of the craft. When it is rainy, it holds some water, and the rainwater will steadily permeate into the earth, moisturize the greenery.
The 'stone sink': A chunk of stone as sink, with a rough finish. Polished finish only for the depression part. The permeate light design surrounds the square mirror. Light permeates from the gap of the stucco wall.
With skylight & Grid ceiling
With joinery 2 the 'seepage pool' & Grid framing
With joinery 3 the 'stone sink'
The roof is an operable glazing roof, open during sunny days, and close when it’s rainy or cold. Fabric is hanging as the finishing of the ceiling, function as shading elements, and a celebration of the filtering stage from the craft. Outdoor tables put here having timber frames holding greenery for shading. A chimney exists with an Exhaust system inside absorbing the smoke before it gets into space.
SECTION
Sectional perspective
PRODUCED BY PRODUCED AN AUTODESK BY AN STUDENT AUTODESK VERSION STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
1
A
A JOINERY 1 - THE 'SCREEN'
PRODUCED BY AN AUTODESK STUDENT VERSION
1. Retail 2. Restaurant 3. Workshop 4. Staff room 5. Kitchen 6. Freezing room 7. Storage 8. Communal kitchen & Living room 9. Courtyard
9
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De Baed
De Baed
De Baed
C
De Baed
De Baed
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De Baed
De Baed
B
De Baed
PRODUCED BY AN AUTODESK STUDENT VERSION
8
7
A. Consumer access B. Back of House access C. Resident access D. Airbnb consumer access 3
5
10 M
PRODUCED BY AN AUTODESK STUDENT VERSION
2
0
1
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10 M
PRODUCED BY AN AUTODESK STUDENT VERSION
GROUND FLOOR PLAN 0 1
PRODUCED BY AN AUTODESK STUDENT VERSION
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3 D
PRODUCED BY AN AUTODESK STUDENT VERSION
5
PRODUCED BY AN AUTODESK STUDENT VERSION
2
Public Service Communal Residential Public Landscape
PRODUCED BY AN AUTODESK STUDENT VERSION
4
Plan view A ‘screen’ between the restaurant and the workshop. Timber frame is standing on the stone table with a rough finish, to provide a vernacular feeling. The draw curtains are bamboo weaved panels, that have the same texture as the dustpan, could let people choose to see the crafting process or not, as it is still permeable.
JOINERY 1 - THE 'SCREEN'
Sectional perspective
06
This skyscraper locates at the corner of La Trobe Street and Exhibition Street in Melbourne CBD. The tower is rotated 45 degrees for optimum sun exposure throughout the day to provide quality natural sunlight for the workspaces, which also addresses the prevailing winds coming in from the North. The concept of this tower derives from the De Stijl Pattern. Atriums are to optimize corner offices and increase the span of the viewpoints from each floor. Vegetation and public dwelling spaces are placed at these atriums to encourage an inclusive working environment. The podium has differently sized glazed over public spaces on every four sides in line with our concept. The gross floor area of the skyscraper is 122769 m² with a net leasing area of 102951m². The average floor plate efficiency isSchool of Design Melbourne APPLIED CONSTRUCTION 83.8%, increasing as it ascends to skyrise due to the number of Coordinator: lifts Giorgio Marfella decreasing.
APPLIED ARCHITECTURAL TECHNOLOGY
300
Exhibition
Street
OFFICE BUILDING
SEMESTER 1, YEAR 1, 2019 MASTER University of Melbourne Group work: Songni Xu 33.3% Mengli Pi 33.3% Jin Wang 33.3%
DESIGN DEVELOPMENT PROPOSAL
Wang Jin 786047 Pi Mengli 743074 Xu Song Ni 1051001
ABPL 90118 Applied Architectural Technology
Crown system (Steel) Steel Box beam fin SHS 600*600 mm CHS 19mm diametre RHS 350*250mm
STRUCTURAL AXONOMETRIC
Column (Concrete)
SHS
Tutorial 20-Group 1 Melissa Malik
Steel Box Beam Fin
RHS
Typical floor:
column section scale: 1:250
C1 C2 C3 C4 C5 CHS
(podium) 1200mm*1200mm (low rise) 1000mm*1000mm (mid rise) 800mm* 800mm (high rise) 700mm* 700mm (sky rise) 600mm* 600mm
Mechanical floor (Outrigger) OC1 OC2 OC3 OC4
CROWN
(MF1) (MF2) (MF3) (MF4)
1000mm*1000mm 800mm* 800mm 700mm* 700mm 600mm* 600mm
Core Wall Thickness Low rise Mid rise High/Sky rise 2
section scale: 1:250
600mm 450mm 300mm
Podium system B0
(concrete) 1500*1500mm
(with 400 (w) * 580 (h) mm set-back)
C0 SC C6 B1
(concrete) 1500*1500mm (concrete) 1000*1000mm 500wc 1200WB span: 46m
transfer truss
S: 45m D: 5m W: 800mm
1
S: 46.5m D: 5m W: 800mm
2
truss
LATERAL LOAD RESISTING SYSTEM
A
S: 19.5m D: 1.27m W: 200mm
B
S: 12m D: 0.8m W: 100mm
C
S: 16.5m D: 1.1m W: 200mm
Beam (Steel) Tower first floor (podium roof):
TYPICAL FLOOR
B1
UB0
800 WB 168
UB1 (secondary beam)
800 WB 168
UB2 (primary beam)
1200 WB 249
C
0
UB
B
B0 2 C0
C1
A 1 UB B2 U
1
SC PODIUM
C6
STACKING CONCEPT
STRUCTURAL AXONOMETRIC
RL 00
2 DEGREE SLOPING FOR DRAINAGE
SECTION
03 A4.1
PODIUM
OTHER
STRUCTURAL ELEMENTS
BLUESTONE PAVER 300 * 300 mm 300 * 600 mm
B0
CABLE NET FIXING FRAMING - BEAM DEPTH: 2000mm WIDTH: 1000mm
1
TRANSFER TRUSS 1 S: 45m D: 5m W: 800mm
B2
PURLIN - STEEL I BEAM 310 UB 40
2
TRANSFER TRUSS 2 S: 46.5m D: 5m W: 800mm
F
ROOF TRUSS DEPTH: 180mm
C1
CONCRETE COLUMN 1 1200 * 1200mm
C0
CABLE NET FIXING FRAMING MAIN CONCRETE COLUMN 1000 * 1000mm
SC
CABLE NET FIXING FRAMING SUPPORT CONCRETE COLUMN 1000 * 1000mm
PREFABRICATED STEEL C-SECTION 150 PFC
SG1
STRUCTURAL GLAZING 1 LOW-e LAMINATED GLAZING PANEL WITH LIGHT GREY TINT UNIT: 2000 (h)* 1500 (w) mm
SG2
STRUCTURAL GLAZING 2 LOW-e LAMINATED GLAZING PANEL WITH LIGHT GREY TINT UNIT: 1745 (h)* 1500 (w) mm
RG1
ROOF GLAZING 1 LOW-e LAMINATED GLAZING PANEL WITH LIGHT GREY TINT UNIT: 600 (w)* 4000 (l) mm
RG2
ROOF GLAZING 2 LOW-e LAMINATED GLAZING PANEL WITH LIGHT GREY TINT UNIT: 230 (w)* 4000 (l) mm
ALU
LAMINATED GLAZING
ALUMINIUM CLADDING PANEL PVDF COATING WITH 25 MICRONS THICKNESS ANODISHING FINISHES POWER COATING COLOR: LIGHT GREY
ALUMINIUM CLADDING ALUMINIUM CAPPING
ALUMINIUM CLADDING
CONCRETE SLAB THICKNESS: 150 mm
GUTTER
WATERPROOFING FLASHING STEEL ANGLE WATERPROOFING FLASHING 150 * 150 WATERPROOFING WATERPROOFING FLASHING FLASHING THICKNESS: 10 mm WATERPROOFING FLASHING STEEL ANGLE STEEL ANGLE STEEL ANGLE 150 * 150 STEEL ANGLE 150ANGLE * 150 150 * 150 WATERPROOFING FLASHING STEEL THICKNESS: 10 mm WATERPROOFING FLASHING 10 mm 10 mm100 * 100 150 *THICKNESS: 150 THICKNESS: THICKNESS: 6 mm STEEL ANGLE THICKNESS: 10 mm STEELANGLE ANGLE STEEL STEEL ANGLE STEEL ANGLE 150 * 150 100**150 100 150 100ANGLE * 100 100 * THICKNESS: 100 10 mm STEEL THICKNESS: 6 mm THICKNESS: 10 mm 6 mm 6 mm LAMINATED ROOF GLAZING 100 *THICKNESS: 100 THICKNESS: THICKNESS:12 mm STEEL ANGLE THICKNESS: 6 mm STEEL ANGLE 100 * 100 LAMINATED ROOF GLAZING * 100 LAMINATED LAMINATED ROOF GLAZING ROOF100 GLAZING THICKNESS: 6 mm THICKNESS:12 mm THICKNESS: 6 mm THICKNESS:12 THICKNESS:12 mm mm LAMINATED ROOF GLAZING THICKNESS:12 mm SPIDER FIXING LAMINATED ROOF GLAZING LAMINATED ROOF GLAZING THICKNESS:12 mm THICKNESS:12 mm SPIDER FIXING SPIDERSPIDER FIXING FIXING
REVEAL SPLINE CONTINIOUS AS CAPPING 1/4-14x1" TEKmm 3 SCREWS WITH WASHER THICKNESS: 9.0 1/4-14x1" TEK 3 SCREWS WITH WASHER EVO MID-CLIP ON TOP OF CONCRETE COLUMN REVEAL SPLINE REVEAL SPLINE ALUMINIUM CLADDING CONTINIOUS AS CAPPING EVO MID-CLIP STEEL BRACKET EVO MID-CLIP EVO MID-CLIP ON TOP OF CONCRETE COLUMN EVORECTANGULAR MID-CLIP HOLLOW SECTION WATERPROOFING MEMBRANE 125 * 75STEEL BRACKET EVO MID-CLIPEVO MID-CLIP THICKNESS: 6.0 mm WATERPROOFING RECTANGULAR HOLLOW SECTION MEMBRANE WATERPROOFING WATERPROOFING MEMBRANE MEMBRANE STEEL PLATE 125 * 75 WATERPROOFING THICKNESS: 10MEMBRANE mm 6.0 mm THICKNESS:
INSULATION
AUTOMATIC SLIDING DOOR
PREFABRICATED STEEL C-SECTION PREFABRICATED PREFABRICATED STEEL STEEL C-SECTION C-SECTION 150 PFC RECTANGULAR HOLLOW SECTION 150 PFC150 PFC PREFABRICATED STEEL C-SECTION 250 * 150 150 PFC THICKNESS: 9.0 mm PREFABRICATED STEEL C-SECTION RECTANGULAR HOLLOW SECTION PREFABRICATED RECTANGULAR RECTANGULAR SECTION SECTION STEEL C-SECTION 150HOLLOW PFC HOLLOW 250 PFC * 150 150 ALUMINIUM CLADDING 250 * 150 250 *HOLLOW 150 RECTANGULAR SECTION THICKNESS: 9.0 mm 9.0 mm 9.0 mmCONTINIOUS AS CAPPING 250 *THICKNESS: 150 THICKNESS: ONHOLLOW TOP OF SECTION CONCRETE COLUMN RECTANGULAR THICKNESS: 9.0 mm RECTANGULAR HOLLOW SECTION ALUMINIUM CLADDING ALUMINIUM ALUMINIUM CLADDING CLADDING 250 * 150 250 * 150 CONTINIOUS AS CAPPING CONTINIOUS CONTINIOUS AS CAPPING AS CAPPING THICKNESS: 9.0 mm BRACKET ALUMINIUM CLADDING STEEL THICKNESS: 9.0 mm ON TOP OF CONCRETE COLUMN ON TOPON OF TOP CONCRETE OF CONCRETE COLUMN COLUMN CONTINIOUS AS CAPPING ALUMINIUM CLADDING ON TOP OF CONCRETE COLUMN RECTANGULAR HOLLOW SECTION ALUMINIUM CLADDING STEEL CONTINIOUS AS 125CAPPING * 75BRACKET AS CAPPING STEEL BRACKET STEEL BRACKET CONTINIOUS ON TOP OF CONCRETE THICKNESS: 6.0 mm ON TOP OFCOLUMN CONCRETE COLUMN STEEL BRACKET RECTANGULAR HOLLOW SECTION RECTANGULAR RECTANGULAR HOLLOW HOLLOW SECTION SECTION 125 * 75 STEEL PLATE 125 * 75125 *HOLLOW 75 STEEL BRACKET RECTANGULAR SECTION THICKNESS: 6.0 mm STEEL BRACKET THICKNESS: 10 mm THICKNESS: 6.0 mm 6.0 mm 125 *THICKNESS: 75 RECTANGULAR HOLLOW SECTION THICKNESS: 6.0 mm RECTANGULAR STEEL PLATE HOLLOW SECTION STEEL PLATE STEEL PLATE 125 * 75 125 * 75 THICKNESS: 10 mm VERTICAL HAT CHANNEL THICKNESS: THICKNESS: 10 mm 10 mm THICKNESS: 6.0 mm STEEL PLATE THICKNESS: 6.0 mm THICKNESS: 10 mm 1/4 - 14 HEX HEAD SELF-DRILLING STEEL PLATESTEEL VERTICAL HAT CHANNEL PLATE VERTICAL VERTICAL HAT CHANNEL HAT CHANNEL STAINLESS STEEL FASTENER THICKNESS: 10 mm THICKNESS: 10 mm VERTICAL HAT CHANNEL PREFABRICATED STEEL 1/4 C-SECTION - 14 HEX HEADEXTRUSION SELF-DRILLING EVO PERIMETER 1/4 - 14 1/4 HEX- 14 HEAD HEXSELF-DRILLING HEAD SELF-DRILLING 150 PFC STAINLESS STEEL FASTENER VERTICAL HAT CHANNEL STEEL FASTENER STEEL FASTENER VERTICAL HAT CHANNEL 1/4 - STAINLESS 14 HEXSTAINLESS HEAD SELF-DRILLING 1/4-14x1" TEK 3 SCREWS WITH WASHER STAINLESS STEEL FASTENER EVO PREFABRICATED STEEL C-SECTION PERIMETER EXTRUSION EVO PERIMETER EVO PERIMETER EXTRUSION RECTANGULAR SECTION 1/4 -HOLLOW 14 HEX EXTRUSION HEAD SELF-DRILLING REVEAL SPLINE 150 PFC 1/4 - 14 HEX HEAD SELF-DRILLING * 150 STAINLESS FASTENER EVO 250 PERIMETER EXTRUSIONSTEEL 1/4-14x1" TEK 3 SCREWS WITH WASHER STAINLESS STEEL FASTENER 1/4-14x1" 1/4-14x1" TEK 39.0 SCREWS TEK WITH WASHER WITH WASHER THICKNESS: mm 3 SCREWS REVEAL SPLINE EVO PERIMETER EXTRUSION RECTANGULAR HOLLOW SECTION 1/4-14x1" TEK 3 SCREWS WITH WASHER REVEALREVEAL SPLINESPLINE EVO PERIMETER EXTRUSION ALUMINIUM 250 *CLADDING 150
RL 20.00
WHITE MARBLE TILE FLOOR FINISH 600 * 600 mm
SPIDER FIXING PURLIN 310 UB 40 SPIDER FIXING SPIDER FIXING STAINLESS STEEL PURLIN 310 UB 40 U CHANNEL BOLTED TO PURLINPURLIN 310 UB 310 40 UB 40 CONCRETE WITH STRUCTURAL SILICONE SEALANT WATERPROOFING FLASHING PURLIN 310 UB 40 STAINLESS STEEL U CHANNEL BOLTED TO STAINLESS STAINLESS STEEL U STEEL CHANNEL U CHANNEL BOLTEDBOLTED TO TO WITH STRUCTURAL SILICONE SEALANT STEEL ANGLEPURLIN 310 UBCONCRETE 40 SILICONE CONCRETE CONCRETE WITH STRUCTURAL WITH PURLIN STRUCTURAL SEALANT 310TO UBSILICONE 40SEALANT STAINLESS STEEL U CHANNEL BOLTED 150 * 150 WATERPROOFING FLASHING CONCRETE WITH SILICONE SEALANT THICKNESS: 10STRUCTURAL mm STAINLESS STEEL U TRUSS CHANNEL BOLTED TO BOLTED TO STAINLESS STEEL U CHANNEL ROOF STEEL CONCRETE ANGLE WITH STRUCTURAL SILICONE SEALANT STEEL ANGLE CONCRETE WITH STRUCTURAL SILICONE SEALANT 150 * 150 100 * 100 THICKNESS: 10 mm ROOF TRUSS THICKNESS: 6 mm ROOF TRUSS ROOF TRUSS STEEL ANGLE ROOF TRUSS 100 * 100 LAMINATED ROOF GLAZING WELDED TO TRUSS ROOF 6TRUSS THICKNESS: mm ROOF TRUSS THICKNESS:12 mm
WATERPROOFING MEMBRANE MEMBRANE WATERPROOFING STEEL PLATE VERTICAL HAT CHANNEL THICKNESS: 10 mm 1/4 - 14 HEX HEAD SELF-DRILLING VERTICAL CHANNEL STAINLESS STEELHAT FASTENER EVO PERIMETER EXTRUSION 1/4 - 14 HEX HEAD SELF-DRILLING
B0
CABLE MULLION HEAD
STAINLESS STEEL FASTENER 1/4-14x1" TEK 3 SCREWS WITH WASHER PERIMETER EXTRUSION REVEALEVO SPLINE
WELDED TO TRUSS WELDED WELDED TO TRUSS TO TRUSS LAMINATED ROOF GLAZING THICKNESS:12 mm WELDED TO TRUSS
1/4-14x1" TEK 3 SCREWS WITH WASHER REVEAL SPLINE
SPIDER FIXINGWELDED TO TRUSS WELDED TO TRUSS
EVO MID-CLIP
2
1
Jin Wang,
786047
SCALE: 1:50
STEEL PLATE BOLT TO CONCRETE STEEL310 PLATE STEEL BOLT PLATETO BOLT CONCRETE TO CONCRETE PURLIN UB 40 STEEL PLATE BOLT TO CONCRETE
DETAIL SECTION OF UPPER PODIUM 01 SCALE 1:10 /A2 A5.1 DETAIL OF UPPER PODIUM 01DETAIL DETAIL SECTION SECTION OF SECTION UPPER OF UPPER PODIUM PODIUM 01 01 DETAIL SECTION 01 1:10 /A2 PODIUM A5.1SCALE SCALE 1:10 1:10 /A2 SCALE /A2OF UPPER A5.1A5.1 DETAIL SECTION OF UPPER PODIUM 01 SCALE 1:10 /A2 DETAIL SECTION OF UPPER PODIUM A5.1 01 /A2 1:10 /A2 A5.1 A5.1 SCALE 1:10 SCALE
WATERPROOFING MEMBRANE
T20, GROUP 1:
STAINLESS STEEL U CHANNEL BOLTED TO STEEL PLATE BOLT TO CONCRETE PLATE BOLT TO CONCRETE PURLIN 310STRUCTURAL UB 40 STEEL CONCRETE WITH SILICONE SEALANT STAINLESS STEEL U CHANNEL BOLTED TO CONCRETE WITH STRUCTURAL SILICONE SEALANT
170
ROOF TRUSS ROOF TRUSS WELDED TO TRUSS
LAMINATED GLAZING WITH SILICONE BETWEEN PANELS SILICONE THICKNESS: 5 mm
170 170 170 170
C0
C1
SILICONE SEALANT WITH BACKER ROD
STEEL PLATE BOLT TO CONCRETE
DETAIL SECTION OF UPPER PODIUM 01 REBATE IN CONCRETE SCALE 1:10 /A2 A5.1 REBATEREBATE IN CONCRETE IN CONCRETE SS U CHANNEL FIXINGDETAIL THE GLAZING TO CONCRETE STEEL PLATESTEEL SECTION OF UPPER PODIUM PLATE 01 REBATE IN CONCRETE WITH SILICONE IN BETWEEN 1:10 /A2 SS U CHANNEL FIXINGSCALE THE GLAZING TO CONCRETE A5.1 IN FIXING CONCRETE SS U CHANNEL FIXING THE GLAZING TO CONCRETE SS UREBATE CHANNEL TO CONCRETE REBATE INGLAZING CONCRETE SS UTHE CHANNEL FIXING THE GLAZING TO CONCRETE
CONCRETE ANCHOR
STEEL PLATE
CONCRETE ANCHOR CONCRETE ANCHOR CONCRETE ANCHOR SS CHANNEL
ALUMINIUM CLADDING LAMINATEDCLADDING GLAZING ALUMINIUM LAMINATED GLAZING LAMINATED GLAZING CABLE NET STRUCTURAL GLAZING SYSTEM FRAMING LAMINATED GLAZINGELEMENT - CONCRETE BEAM STEEL PLATE
SS TURNBUCKLE SS CHANNEL CONCRETE ANCHOR SS CHANNEL SS CHANNEL CONCRETE ANCHOR
NUT SS EYESS NOBLE EYE NOBLE
ALBANG T10eu ROUTEL
170
SS CHANNEL NUT SS TURNBUCKLE SS TURNBUCKLE SS TURNBUCKLE SS TURNBUCKLESS CHANNELSS CHANNEL NUT NUT NUT SS EYE NOBLE SS TURNBUCKLE SS TURNBUCKLE NUT
ALBANG T10eu ROUTEL SPIDER FIXING BOLT TO PURLIN ALBANG T10eu ROUTEL
170
SPIDER FIXING BOLT TO PURLIN SPIDER FIXING BOLT FIXING TO PURLIN SPIDER BOLT TO PURLIN
SS EYE NOBLE NUT
SILICONE SEALANT WITH BACKER PURLINROD 310 UB 40
SS CABLE SS EYE NOBLE SS EYE NOBLE
PURLIN 310 UB 40 SILICONE SEALANT LAMINATED PURLIN UB GLASS 40 WITH BACKER ROD PURLIN 310TEMPERED UB 310 40 TYPICALLY 600 * 4000mm. PURLIN 310 UB 40 THICKNESS: 12mm LOW E COATED LAMINATED TEMPERED PURLIN 310 UB 40GLASS PURLIN 310 UB 40 TYPICALLY 600 * 4000mm. THICKNESS: 12mm LOW E COATED
SS CABLE
SS CABLE SS CABLE SS CABLE SS CABLE
SS CABLE
CONCRETE ANCHOR
REBATE IN CONCRETE SS U CHANNEL FIXING THE GLAZING TO CONCRETE WITH SILICONE IN BETWEEN
ALBANG T10eu ROUTEL T10eu ROUTEL DETAIL SECTION OF ROOF GLAZINGALBANG FIXING 03 SCALE 1: SECTION 5 /A2 A5.1 SPIDER FIXING FIXING BOLT TO PURLIN DETAIL OF ROOF GLAZING 03DETAIL DETAIL SECTION SECTION OF ROOF OF ROOF GLAZING GLAZING FIXING FIXING 03 03 DETAIL SECTION OF ROOF 03 SCALE 1: 5 /A2 GLAZING FIXING A5.1SCALE SCALE 1: 5 /A2 1: 5 /A2 A5.1A5.1 SPIDER FIXING BOLT TO PURLIN SECTION OF ROOF GLAZING FIXINGFIXING 03 SCALE /A2 DETAIL SECTION OF ROOF GLAZING A5.1 03 1: 5DETAIL 5 /A2 1: 5 /A2 A5.1 A5.1 SCALE 1: SCALE
CONCRETE ANCHOR SS CHANNEL
DETAIL SECTION OF UPPER CABLE NET SYSTEM 02 SS TURNBUCKLE SS CHANNEL SCALE 1:5SECTION /A2 A5.1 DETAIL OF UPPER CABLE NET SYSTEM 02DETAIL DETAIL SECTION SECTION OF UPPER OF UPPER CABLE CABLE NETNET SYSTEM SYSTEM 02 02 NUT SS TURNBUCKLE SS U CHANNEL FIXING THE GLAZING TO CONCRETE DETAIL SECTION OF UPPER 02 SCALE 1:5 /A2 CABLE NET SYSTEM A5.1 SCALE SCALE 1:5 /A2 1:5 /A2 STEEL ANGLE A5.1INA5.1 WITH SILICONE BETWEEN 25 * 25 DETAIL SECTION OF UPPER CABLE NET SYSTEM 02 SCALE NUT DETAIL SECTION OF UPPER CABLE NET SYSTEM A5.1 02 1:5 /A2 SS EYE NOBLE THICKNESS: 3 mm /A2 1:5 /A2 STEEL ANGLE A5.1 A5.1 SCALE 1:5 SCALE 25 * 25 SS EYE NOBLE
ALUMINIUM CLADDING THICKNESS: 3 mm
LAMINATED GLAZING PURLIN 310 UB 40 THICKNESS: 12 mm
SS CABLE
ALUMINIUM CLADDING LAMINATED GLAZING
LAMINATED GLAZING LAMINATED GLAZING LAMINATED GLAZING PURLIN 310 UB 40 THICKNESS: 12 mm THICKNESS: 12 mm 12 mm THICKNESS: LAMINATED GLAZING PRESTRESSED VERTICAL STEEL CABLE THICKNESS: 12 mm LAMINATED GLAZING LAMINATED GLAZING THICKNESS: 12 mm PRESTRESSED VERTICAL STEEL CABLE THICKNESS: 12 mm PRESTRESSED VERTICAL STEEL CABLE PRESTRESSED VERTICAL STEEL CABLE
SS CABLE
LAMINATED GLAZING
SS CABLE SLEEVE SS CABLE SS SLEEVE CABLE SLEEVE
PRESTRESSED VERTICAL STEEL CABLE STAINLESS STEEL CABLE CLAMP PRESTRESSED VERTICAL STEEL CABLESTEEL CABLE PRESTRESSED VERTICAL
SS CABLE SLEEVE
STAINLESS STEEL CABLE CLAMP STAINLESS STEEL CABLE STAINLESS STEEL CLAMP CABLE CLAMP
SS CABLE SLEEVE
02 A5.1
02 A5.1
SCALE 1:5 /A2
STAINLESS STEEL U CHANNEL STAINLESS STEEL U CHANNEL STAINLESS STEEL U CHANNEL 22 * 38 mm 22 * 38 mm 22 * 38 mm STAINLESS STEEL U CHANNEL 22 * 38 mm STAINLESS STEEL U CHANNEL STAINLESS STEEL U CHANNEL 22 * 38 mm 22SILICONE * 38 mm SEALANT BRACKET STEEL PLATE SILICONE SEALANT SILICONE SEALANT SILICONE SEALANT BRACKET SILICONE SEALANT BRACKET BRACKET SEALANT STEEL PLATE STEEL PLATE STEEL PLATE BRACKET SILICONE SEALANT SILICONE SEALANT STEEL PLATE SEALANT BRACKET SEALANT SEALANT BRACKET STEEL PLATESTEEL PLATE SEALANT SEALANT STEEL ANGLE 55 * 55 mm THICKNESS: 6 mm STEEL ANGLE STEEL ANGLE STEEL ANGLE 55 * 55 mm 55 *ANGLE 55 mm 55 * 55 mm RECTANGULAR HOLLOW SECTION STEEL THICKNESS: 6 mm 6 mm 6 mm 185 * 65 mm 55 * THICKNESS: 55 mm THICKNESS: THICKNESS: 6 mm STEELUANGLE THICKNESS: 6 mm STAINLESS STEEL CHANNEL STEEL ANGLE HOLLOW SECTION RECTANGULAR 55 *HOLLOW 55 mm HOLLOW RECTANGULAR SECTION RECTANGULAR SECTION 22 * 38 mm 55 * 55 mm 185 * 65 mm 185 * 65185 mm*HOLLOW 65 mm SECTION THICKNESS: 6 mm RECTANGULAR THICKNESS: THICKNESS:66mm mm 6 mm 6 mm THICKNESS: 185 *THICKNESS: 65 mmSTAINLESS STEEL U CHANNEL RECTANGULAR HOLLOW SECTION THICKNESS: 226*mm 38 mm RECTANGULAR HOLLOW SECTION 185 * 65 mm 185 * 65 mm THICKNESS: 6 mm THICKNESS: 6 mm
01 A3.2
DETAIL DRAWINNG
DETAIL SECTION OF UPPER CABLE NET SYSTEM SS CLEVIS
SS CLEVIS SS CLEVIS
SCALE 1:5 /A2
SS CLEVIS SS CLEVIS PIN SS CLEVIS PIN SS CLEVIS PIN
SS CLEVIS SS CLEVIS PIN SS TONGUE
NUT
NUT
03 A5.1
STAINLESS STEEL CABLE CLAMP
DETAIL SECTION OF ROOF GLAZING FIXING
STAINLESS STEEL CABLESTEEL CLAMP PRESTRESSED HORIZONTAL STEEL CABLE STAINLESS CABLE CLAMP
SCALE 1: 5 /A2
DETAIL SECTION OF ROOF GLAZING FIXING PRESTRESSED HORIZONTAL STEEL CABLE SCALE 1: 5 /A2
PRESTRESSED HORIZONTAL STEEL CABLE PRESTRESSED HORIZONTAL STEEL CABLE
PRESTRESSED HORIZONTAL STEEL CABLE PRESTRESSED HORIZONTALHORIZONTAL STEEL CABLESTEEL CABLE PRESTRESSED BLADE SUPPORTS FOR GLASS PANELS LAMINATED GLAZING BLADE SUPPORTS FOR GLASS PANELS BLADE SUPPORTS PANELSPANELS BLADE FOR GLASS THICKNESS: 12SUPPORTS mm FOR GLASS
STEEL PLATE SS TONGUE SS TONGUE NUT
NUT STEEL PLATE STEEL PLATE
BLADE SUPPORTS FOR GLASS PANELS LAMINATED GLAZING BLADE SUPPORTS GLASS PANELS SUPPORTS FOR GLASS PANELS THICKNESS: 12 mmBLADEFOR PRESTRESSED VERTICAL STEEL CABLE
STEEL PLATE GAL. STEEL THREADED ROD
DETAIL SECTION OF NODING 04 PRESTRESSED VERTICAL STEEL CABLE SCALE 1:5SECTION /A2 A5.1 DETAIL OF NODING 04DETAIL STAINLESS STEEL CABLE CLAMP DETAIL SECTION SECTION OF NODING OF NODING 04 04 UC GAL. STEEL THREADED DETAIL SECTION OF NODING UC UCCABLE STEELROD THREADED ROD 04 SS SLEEVEGAL. SCALE 1:5 /A2 A5.1SCALE 500 WC 340 SCALE 1:5 /A2 1:5 /A2 A5.1A5.1 340WC 340 UC 500 WC500 STAINLESS STEEL CABLE CLAMP SECTION OF NODING 04 SCALE 1:5DETAIL /A2 DETAIL SECTION OF NODING A5.1 04 500 WC 340 SS CLEVIS UC UC /A2 1:5 /A2 A5.1 A5.1 SCALE 1:5 STEEL PLATE WELDED TO 500 WC 340 500 SCALE WC 340
STEEL PLATE NUT NUT GAL. STEEL THREADED ROD GAL. STEEL THREADED ROD GAL. STEEL THREADED ROD PLATE STEEL SS CABLE SLEEVE UC PLATE GAL. STEEL THREADED ROD 500 WC 340
PRESTRESSED HORIZONTAL STEEL CABLE
UNVERSAL COLUMN
STEEL PLATE WELDED TO SS CLEVIS STEEL PLATE TO STEEL WELDED PLATE WELDED TO UNVERSAL COLUMN SS CLEVIS PIN UNVERSAL COLUMN UNVERSAL COLUMN STEEL PLATE WELDED TO UNVERSAL COLUMN STEEL PLATESTEEL WELDED TO WELDED TO PLATE SS CLEVIS PIN UNVERSAL COLUMN SS TONGUE UNVERSAL COLUMN
PRESTRESSED HORIZONTAL STEEL CABLE
BLADE SUPPORTS FOR GLASS PANELS SS TONGUE
NUT
STEEL PLATE NUT DETAIL SECTION OF LOWER CABLE NET SYSTEM 05 GAL. STEEL THREADED STEEL PLATE ROD SCALE 1:5SECTION /A2 A5.1 DETAIL OFCABLE LOWER CABLE NET SYSTEM 05DETAIL DETAIL SECTION SECTION OF LOWER OF LOWER CABLE NETNET SYSTEM SYSTEM 05 05 GAL. STEEL THREADED ROD DETAIL SECTION OF LOWER CABLE NET SYSTEM 05 UC SCALE 1:5 /A2 A5.1 SCALE SCALE 1:5 /A2 1:5 /A2 A5.1A5.1 500 WC 340 SECTION OF LOWER CABLECABLE NET SYSTEM 05 SCALE /A2 DETAIL SECTION OF LOWER NET SYSTEM A5.1 05 1:5DETAIL UC /A2 1:5 /A2 A5.1 A5.1 SCALE 1:5 SCALE 500 WC 340
STEEL ANGLE 55 * 55 mm THICKNESS: 6 mm STEEL ANGLE RECTANGULAR HOLLOW SECTION 55 * 55 mm 185 * 65 THICKNESS: mm 6 mm THICKNESS: 6 mm RECTANGULAR HOLLOW SECTION 185 * 65 mm THICKNESS: 6 mm
03 A5.1
SS TONGUE SS CLEVIS PIN SS TONGUE SS TONGUE SS CLEVIS PIN NUT SS TONGUE
SILICONE SEALANT
SEALANT
SS CLEVIS SS CLEVIS PIN
BRACKET STEEL PLATE SILICONE SEALANT BRACKET SEALANT STEEL PLATE
PODIUM SECTION 1: 100
SS CABLE SLEEVE SS SLEEVE SSCABLE CLEVIS
DETAIL SECTION OF UPPER CABLE NET SYSTEM
STAINLESS STEEL U CHANNEL 22 * 38 mm
SEALANT
SPIDER FIXING BOLT TO PURLIN BOLT TO PURLIN SPIDERSPIDER FIXING FIXING BOLT TO PURLIN
SS EYE NOBLE
LAMINATED GLAZING LAMINATED GLAZING REBATE IN CONCRETE STEEL PLATE
SC
ALBANG T10eu ROUTEL T10eu ROUTEL ALBANGALBANG T10eu ROUTEL
CONCRETE ANCHOR
WITH SILICONE IN BETWEEN SILICONE IN BETWEEN WITH SILICONE BETWEEN WITH SILICONE IN BETWEEN SS UWITH CHANNEL FIXING THE IN GLAZING TO CONCRETE WITH SILICONE IN BETWEEN SSFIXING U CHANNEL FIXING THE GLAZING TO CONCRETE SS FIXING U CHANNEL THE TO GLAZING CONCRETE SS U CHANNEL THE GLAZING TO GLAZING CONCRETE SS U CHANNEL FIXING GLAZING TO CONCRETE SS UTHE CHANNEL FIXING THE TO CONCRETE WITH SILICONE STEEL ANGLE IN BETWEEN WITH SILICONE IN BETWEEN SILICONE IN BETWEEN WITH SILICONE BETWEEN WITH SILICONE IN BETWEEN SS UWITH CHANNEL FIXING THE IN GLAZING TO CONCRETE 25 * 25 WITH SILICONE IN BETWEEN THICKNESS: mm SS U CHANNEL FIXING THE3GLAZING TO GLAZING CONCRETE STEEL ANGLE SS U CHANNEL FIXING THE TO CONCRETE STEEL ANGLE STEEL ANGLE WITH SILICONE BETWEEN 25IN * 25 WITH SILICONE IN BETWEEN 25 *ANGLE 25 25 * 25 STEEL THICKNESS: 3 mm 3 mm 3 mm ALUMINIUM CLADDING THICKNESS: 25 * THICKNESS: 25 STEEL ANGLE THICKNESS: 3 mm STEEL ANGLE 25 * 25 25 * 25 ALUMINIUM CLADDING ALUMINIUM CLADDING ALUMINIUM CLADDING THICKNESS: 3 mm 3GLAZING mm LAMINATED CABLE NET STRUCTURAL THICKNESS: GLAZING SYSTEM ALUMINIUM FRAMINGCLADDING ELEMENT - CONCRETE BEAM
SS U CHANNEL FIXING THE GLAZING TO CONCRETE SS U CHANNEL FIXING THE GLAZING TO CONCRETE WITH SILICONE IN BETWEEN WITH SILICONE IN BETWEEN
RL 00.00
SILICONE SEALANT WITH BACKER ROD SILICONE SILICONE SEALANT SEALANT WITH BACKER WITH BACKER RODTEMPERED ROD LAMINATED GLASS TYPICALLY 600 * 4000mm. SILICONE SEALANT WITH BACKER ROD THICKNESS: 12mm LAMINATED TEMPERED GLASS SILICONE SEALANT BACKER ROD LOW GLASS EWITH COATED LAMINATED TEMPERED LAMINATED TEMPERED GLASS SILICONE SEALANT WITH BACKER ROD TYPICALLY 600 * 4000mm. TYPICALLY 600 * 4000mm. TYPICALLY 600 * 4000mm. LAMINATED TEMPERED GLASS THICKNESS: 12mm THICKNESS: THICKNESS: 12mm 12mm TYPICALLY 600 * 4000mm. LOW E COATED LOW E COATED TEMPERED GLASS LOW E COATED LAMINATED THICKNESS: 12mm LAMINATED TEMPERED GLASS * 4000mm.600 * 4000mm. LOW E COATED TYPICALLY 600 TYPICALLY THICKNESS: THICKNESS: 12mm ALBANG T10eu ROUTEL 12mm LOW E COATED LOW E COATED
STEEL PLATE BOLT TO CONCRETE
CABLE NET STRUCTURAL GLAZING SYSTEM CABLE NET STRUCTURAL GLAZING SYSTEM CABLE NET STRUCTURAL GLAZING SYSTEM FRAMING ELEMENT - CONCRETE BEAM FRAMING ELEMENT - CONCRETE BEAM ELEMENT - CONCRETE CABLE NETFRAMING STRUCTURAL GLAZING SYSTEM STEEL PLATE BEAM FRAMING ELEMENT - CONCRETE BEAM CABLE NET STRUCTURAL GLAZING SYSTEM CABLE NET STRUCTURAL GLAZING SYSTEM STEEL PLATE FRAMING - CONCRETE REBATE IN CONCRETE STEEL PLATE STEEL PLATE ELEMENT FRAMING ELEMENT -BEAM CONCRETE BEAM
INSIDE
METAL MESH DRAINAGE
170
CABLE NET STRUCTURAL GLAZING SYSTEM FRAMING ELEMENT - CONCRETE BEAM
SUSPENDED CEILING PLASTERBOURD CEILING FINISHING PAINT WHITE
AUTOMATIC REVOLVING DOOR
170
WELDED TO TRUSS
A4.1
OUTSIDE
STEEL PLATE BOLT TO CONCRETE
SPIDER FIXING EVO MID-CLIP WATERPROOFING MEMBRANE
STEEL PLATE WELDED TO UNVERSAL COLUMN STEEL PLATE WELDED TO UNVERSAL COLUMN
BLADE SUPPORTS FOR GLASS PANELS
04 A5.1
04 A5.1
DETAIL SECTION OF NODING SCALE 1:5 /A2
DETAIL SECTION OF NODING SCALE 1:5 /A2
Crown system (Steel) Steel Box beam fin SHS 600*600 mm CHS 19mm diametre RHS 350*250mm
STRUCTURAL AXONOMETRIC
Column (Concrete)
SHS Steel Box Beam Fin
RHS
Typical floor:
column section scale: 1:250
C1 C2 C3 C4 C5 CHS
(podium) 1200mm*1200mm (low rise) 1000mm*1000mm (mid rise) 800mm* 800mm (high rise) 700mm* 700mm (sky rise) 600mm* 600mm
Mechanical floor (Outrigger) OC1 OC2 OC3 OC4
CROWN
(MF1) (MF2) (MF3) (MF4)
1000mm*1000mm 800mm* 800mm 700mm* 700mm 600mm* 600mm
Core Wall Thickness Low rise Mid rise High/Sky rise 2
section scale: 1:250
600mm 450mm 300mm
Podium system B0
(concrete) 1500*1500mm
(with 400 (w) * 580 (h) mm set-back)
C0 SC C6 B1
(concrete) 1500*1500mm (concrete) 1000*1000mm 500wc 1200WB span: 46m
transfer truss
S: 45m D: 5m W: 800mm
1
S: 46.5m D: 5m W: 800mm
2
truss
LATERAL LOAD RESISTING SYSTEM
A
S: 19.5m D: 1.27m W: 200mm
B
S: 12m D: 0.8m W: 100mm
C
S: 16.5m D: 1.1m W: 200mm
Beam (Steel) Tower first floor (podium roof):
TYPICAL FLOOR
B1
UB0
800 WB 168
UB1 (secondary beam)
800 WB 168
UB2 (primary beam)
1200 WB 249
C
B0
U
B
B0 2 C0
C1
A
1 UB B2 U
1
SC PODIUM
C6
2
STRUCTURAL SECTION & PLANS
ENVELOPE
STUDO: WATER S
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The design of the boathouse was inspired by Tadao Ando’s previous works, in terms of concept, geometry, atmosphere, and experience. According to the analysis of his projects, there are three basic principles about geometry: the intersection of linear graphics and shapes, rotation, curved elements, and void in mass which can create specialized natural lighting projections. The concept is to let the architecture engage with the natural landscape of the site, including the vegetation and the water view. The form follows the site’s topography and locations of the existing trees. This concept aims to introduce the best views of the park’s natural conditions to the visitors, hopefully, people can feel it as a garden building.
B O A T H O U S E
SEMESTER 2, YEAR 2, 2017 BECHELOR University of Melbourne
SITE PLAN
HERO IMAGE
1. PLATFORM
2. CURVED CORRIDOR & CENTRAL GARDEN
3. KIOSK GROUND FLOOR PLAN
4
1 3
2 4. TUNNEL
08
STUDO: AIR R U S H A L L
S T A T I O N
B
O
E
Y
N
D
SEMESTER 1, YEAR 3, 2018 BECHELOR Group work Fanshunzeyang 33.3% Jin Wang 33.3% Qingyang Qin 33.3%
STUDIO Base on research and analysis of a kind of animal, to choose a location in the given site, create a digital design project, then apply a typology and function on it. MYNA BIRD As myna birds rarely appear in our site area, there are no nests or damage they had caused. So the site was taken as a potential place for them to occupy, and the building was used to remind people of the possibility of their existence. CONCEPT We were aiming to design for both humans and birds. The building itself is representing the bird, about its aggressive attacks and unignorable noise. By forming these features abstractly into the structure, people can create their new interaction with myna here. Moreover, except for the ordinary function (a railway station), there is no other set function. Spaces in various scales are for people or the bird to occupy. The idea is to break the stereotypes, to go beyond. SITE In this zone, the chosen point is the furthest point from residential houses and the nearest point to lush trees, which could improve the possibility for myna birds to come and rest. DIGITAL DESIGN Grasshopper was the main tool throughout the design process. According to the research, the distribution of damage points caused by Myna birds and their nest points in Australia were the base data. The form-finding process was all base on it.
BASE OF THE DIGITAL DESIGN Damage points and nest points.
SITE WITH POTENTIAL
People were walking dogs, jogging, cycling, and waiting for the train; birds resting on the tree. There must be potential for many other possibilities.
Original Rushall station Chosen Site Merri Creek Greenery
SITE
PERSPECTIVE
JIN WANG
PORTFOLIO
2021
