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Architecture, Urbanism.



TYPOLOGY:
Residential - Public Housing. (Urbanism)
LOCATION:
Seminyak - Denpasar (Bali), Indonesia.
PROGRAM & COURSE:
RMIT University - Master of Architecture.
Architectural Major Project (Thesis).
CONTRIBUTION:
Concept & Schematic Design, Graphics & Illustrations, Visualizations.
“Kampung Raya” (or the Celebrated Village in Indonesian) seeks to develop an alternate high density urban typology for the city of Denpasar (Bali) in Indonesia, seeking to explore how can an incremental architectural intervention, specifically Public Housing can operate as an “infrastructure” within the city.
The project accommodates nearly 900 residents and residential units at a densely-tight site and it is built adjacent to the public amenity spaces in between the units and uses accessories as a typological component, specifically porosity and protection to adapt to its climatic conditions whilst keeping its indigenous spatial quality from the ‘Warung’ typology.






• Nusa Dua is another famous tourist district and the most expensive region to stay in hotels and accomodations.
• This region of Nusa Dua is seperated from the main resort, which is a chunk of large land that is connected bettween different hotel resorts and a golf course.
• This district comprimises of mostly residential programs, which houses local workers and families working in low-class businesses. These families were displaced from Kuta & Seminyak.

Seminyak to Jimbaran (4.5 km) 45 mins (by car).
1 hour 15 mins approx (with traffic)
Kuta to Jimbaran (12 km) 30 mins (by car).
1 hour mins approx (with traffic)
Seminyak to Nusa Dua
(19.2 km via main road) (18.5 km via freeway) 45 mins via freeway (by car). 1 hour 35-40 mins approx (with traffic)
Kuta to Nusa Dua
(15.8 km via main road) (15.5 km via freeway) 37 mins (by car).
1 hour 20-30 mins approx (with traffic)
Estimated Number of Residents Traveling (Peak Hour 6am to 8am).
2,500 to 5,000. = 2,100 to 4,250 vehicles.
Estimated Number of Residents Traveling (Peak Hour 4pm to 7pm)
3,200 to 6,500. = 2,700 to 5,500 vehicles.
Jimbaran Seminyak
Estimated Number of Residents Traveling (Peak Hour 6am to 8am).
3,500 to 7,500. = 2,850 to 6,200 vehicles.
Estimated Number of Residents Traveling (Peak Hour 4pm to 7pm).
3,700 to 7,500. = 3,000 to 6,000 vehicles.
and Vehicles.
Too ‘Singular’! Still feels ‘Singular’! It feels ‘Hybridized’? What if?

REMIX ITERATION 1 REMIX ITERATION 2




Iteration: Massing Diagram and adjustment of combined “remix”.










Office - Co-Working Space.
LOCATION:
Perth, Western Australia.
JOB & ROLE:
CO-Architecture - Perth, Western Australia.
Graduate of Architecture.
CLIENT: Undisclosed.
CONTRIBUTION:
Group Work & Collaboration.
Site Analysis, Concept & Schematic Design, Design Development, Rendering & Visualization, Technical Assistance (Revit).
Archive 808 aims to design a office co-working space, through a restoration of aformer heritage site, with brickwork materials and altering existing interior spaces. It is located in Perth, Western Australia.
The project went through site analysis as well as the preperation of schematic design concepts to town planning drawings.

















ANY VARIATION IN FLOOR LEVELS ALONG THE SIDE LANE SHOULD BE CONSIDERED TO ENSURE THAT THE TRELLIS HEIGHT IS ADJUSTED SO THAT ITS TOP ALIGNS WITH THE TOP OF THE GATE

PROTRUDING SECTION OF THE 2mm THICK 50X50mm GALVANIZED STEEL BOX TUBE


2mm THICK 50x50mm GALVANIZED STEEL BOX TUBE (WITH LED LIGHT SLOT ON THE UNDERSDIE)
2mm THICK 50x50mm GALVANIZED STEEL SHS TRELIS FRAME
2mm THICK 50x50mm GALVANIZED STEEL ANGLE FOR TRELLIS SUB-FRAME


ELEVATION LEVEL TO ALIGHN WITH THE LANEWAY WINDOW'S LINTEL LEVEL
3.2 mm THICK STAINLESS STEEL 316 GRADE TENSIONED WIRE FOR TRELLIS MOUNTED AT 150mm CTC DISTANCE HORIZONTALLY AND 150mm CTC DISTANCE VERTICALLY
CASTOR WITH 160mm LOADING HEIGHT AND 200KG LOAD CAPACITY. TWO WITH ADN TWO WITHOUT BRAKES
PROPSED CONCRETE SEATING BENCH ON CASTORS




PROPSED METAL-FRAMED C SHAPED BENCH AS SPECIFIED









2mm THICK GALVANIZED PERFORATED STEEL METAL SHEET ON THE PROTRUDING PART OF THE TUBE TO PROVIDE SHADE FOR THE MOVEABLE SEAT BELOW
2mm THICK 50x50mm GALVANIZED STEEL BOX TUBE (WITH LED LIGHT SLOT ON THE UNDERSDIE)


CONCRETE PLANTER TRENCH AS SPECIFIED WITH WEEP HOLE AT THE BOTTOM TRENCH
SOIL
Education - University Building.
LOCATION:
Carlton - Melbourne, Victoria.
PROGRAM & COURSE:
RMIT University - Bachelor of Architectural Design
Year 3 - Architectural Technology 4
CONTRIBUTION:
Group Work Collaboration: With Miho Hashimoto.
Teamwork & Coordination, Design Documentation.
This project is located on Carlton, adjacent to the Melbourne CBD, within close proximity to the RMIT University Precinct which consisted of university buildings within the city. RMIT became the client for this project and wishes to build a performing arts school for students studying dance and performance courses.
The project focused on the documentation of the project, where facade details and architectural plans, section and elevations were produced.



AUDITORIUM
FALL 1°
SPYHONIC DRAINAGE SYSTEM AS SPECIFIED CONCRETE TILING FINISH AS SPECIFIED
SECTION WITH SOFT BRUSH FINISH 4 mm TO ATTACH IN CONCRETE UPSTAND
STEEL ANGLED BRACKETS, FIXED WITH POP RIVETS
AGRAFFE, 5MM ALUMINIUM, FIXED ONTO FACADE PANEL
SUSPENSION RAILS, 5MM ALUMINIUM, FIXED ONTO WALL CONSOLE
TILTED SUSPENDED CEILING
RED WOOD AUDITORIUM ACOUSTIC PANEL ATTACHED TO CONCRETE PANEL
BACKING ROD WITH SEALENT
CONCRETE UPSTAND
DYNABOLT 40 mm FIXED ON CONCRETE UPSTAND
GALVANISED STEELANGELED BAR 60 mm FIXED TO CONCRETE UPSTAND
ALUMINIUM POP RIVETS AT DIAMETER 4.8 mm
THREADED TIE
BARSCREWED INTO CASTINFERRULES PRIOR TOCASTING THE FLOOR
SUSPENSION RAILS, 5MM ALUMINIUM, FIXED ONTO WALL CONSOLE
DYNABOLT, ANCHORING WALL CONSOLE ONTO THE CONRETE WALL
METAL WALL CONSOLE, FIXING VERTICAL PROFILE AND CONCRETE WALL TOGETHER
AGRAFFE, 5MM ALUMINIUM, FIXED ONTO FACADE PANEL
RED MARBLE TILE FINISH TO MATCH WITH MORTAR BED
MORTAR
SCREED
ALUMINIUM CURTAIN WALL TO MATCH CONCRETE SLAB
ALUMINIUM WINDOW SILL TO SIT ABOVE PACKER
TUNDRA GREY CONCRETE TILE FLOORING AS SPECIFIED & SCHEDULED
EXISITING FOOTPATH
U BAR AS PER STRUCTURAL ENGINEER
GALVANIZED STEEL ANGLED BAR 60 mm TO WELD IN CONCRETE WALL
CAST IN-PLATE WELDED TO ANGLED BAR
REINFORCED MESH IN SLAB
PROJECTING STEEL BARS FROM SLAB
SQUARE COLOUMN
William Hartawan
Phone: +61 411194994
email: williamhartawan@yahoo.com
Profile: linkedin.com/in/williamhartawan
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