LE TIZIA
PRISKILA
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“ I W O U L D LIKE MY AR C H IT E C T U R E T O IN S PIR E P EO P L E TO U S E T H E I R O WN R E S O U R C E S T O MOV E IN T O T H E FU TU RE” -TADAO A N D O -
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03-04
The Hygee // Studio Air
02 05-09
The Boathouse// Studio Water
03 10-12
Motel ZZZen// Studio Fire
05 14-15
Art Works / / Pa i n t i n g Drawing
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04 13-14
Construction // Construction Design
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contact details
Education
Letizia Priskila Pranoto
Pelita Harapan International School 1997-2012 International Baccalaureate 2010-2012
Bachelor of Environments - Architecture University of Melbourne, Australia
University of Melbourne 2012-2015 Bachelor of Environments - Majoring in Architecture
Date of Birth:
15.10.1994
Nationality:
Indonesian
Address:
Palem Putri 6/6, Taman Beverli
University of Stuttgart Exchange 2014 Jan-Feb Winter Exchange Program
Lippo Cikarang, 17550 Email: letizia.priskila@gmail.com
Courses in Softwares 2013-2015
Web: http://issuu.com/letiziapriskila Telphone:
P
[Revit, Autocad, SketchUp]
+62813 10 272829
INTERESTS
Art & Design
SKILLS
Photography & Editing
Interior Design
AA Travelling
Graphic Design
Decorating Events
Adobe InDesign
Autocad
Adobe Photoshop
REVIT
Adobe Illustrator
Rhinoceros
Vray Rendering
Grasshopper
Microsoft Word
Google Sketch
Microsoft PowerPoint
Laser Cutting
Microsoft Excel
Hand Modelling
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Year: Year 3 Semester 1 [Studio Air // ABPL 30048] Group:
Indivual Work
Site:
Copenhagen
Brief Explanation:
This Studio explores Parametric Design in a way to approach Design Futuring. The Project is to create a public land art that also function to generate energy. Grasshopper is the parametric program that was used to generate the design. Biomimicry is the method I took as an analogy for the design. . Mimicing from nature, Honeycomb that is made out of hexagonal cells of bees and wasps create an extraordinarily strong space frame. Bees made hexagonal cells because nature organization is economical, using as least amount of energy and using the least material for a task. The function of this project is to appreciate the Danish Culture that is celebrated or done by the people of Copenhagen. This Danish Culture is called "Hygge", with this project, the aim is to provide a new experience for the people of Copenhagen in celebrating Hygge (creating a nice, warm atmosphere and enjoying the good things in life with good people around you') Full Journal : http://issuu.com/letiziapriskila
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Figure 2: The Hygee Pavilion on Site
Figure 3: Model
Figure 1: Render for The Hygee Pavillion
of the Hexagonal Pavilion
Figure 4: Model of the Hexagonal Pavilion
Figure 5: Final Model of One of the Pavilion
Figure 6: Final Model of One of the Pavilion 04
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BOATHOU S E L ear n i n g f r o m th e m aster: tadao ando
Year: Year 2 Semester 1 [Studio Water // APBL 20028] Group:
Indivual Work
Site:
Studley Park, Kew
Brief Explanation:
The Design Project was based on the works of Tadao Ando. The task was to analyse the works of the master. The formal language of architecture of Ando was used during the design process. The main project is to design a boathouse that includes a cafe, restaurant, office, outdoor spaces that is located along the Yarra River. The surrounding view provides a good opportunity to create outdoor spaces for the visitors to engage with nature.
Figure 1: Perspective of The Boathouse
Figure 2: Site Plan of The Boathouse 05
Circulation Clear Circulation inside the area due to the geometrical shapes used. Seperate entries are designed, entrance to the second floor could only be accessed through the ramp.
RAMP Ramp is one of the vertical transport used as the entrance to the 2nd floor, this is to provide an interesting circulation as well as welcoming and directing people to the building.
CONCRETE The main material used is concrete, exterior and interior. The concrete gives an effect of minimalism, it is also unpainted.
GEOMETRY The geometry through out the entire space consists of rectangles, lines, squares, triangles, semi circle. Some lines are parallel to each other, the seperation to the outdoor area parallel to the wall inside the cafe.
OPENINGS The area is surronded by nature, therefore large openings are provided to frame the beauty of nature while providing a comfortable space.
MINIMALISTIC The interior and exterior space is designed with a minimalistic approach, which is clean, sharp, neat including the furnitures as well.
COLOR TONE The colors used inside and outside the building are in one tone, no light or bright colors are used. Black-Gray-White are the main colors used.
Figure 3: The Boathouse on Studley Park
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B-B
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A-A
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1. Cafe 2. Outdoor Cafe 3. Office 4. Toilet 5. Kiosk 6. Boat Storage
7. Restaurant 8. Outdoor Restaurant 9. Terrace 10. Kitchen 11. Rooftop Restaurant
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Ground Floor Plan Scale 1:200
First Floor Plan Scale 1:200
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Figure 4: Ground Floor Plan
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Figure 5: First Floor Plan
Figure 6: Section A ‘The Boathouse’
Figure 8: West Elevation The Boathouse
Figure 7: Section B The Boathouse
Figure 9: North Elevation The Boathouse
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Figure 10: Render The Boathouse
Figure 11: Model Making The Boathouse
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Figure 12: Outdoor Cafe Render The Boathouse
Steel & Glass Brick & Glass Empty Side Construction Site Cement & Steel Car Park/Empty
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Cemment Wall Steel & Glass
Brown Bricks Colored Bricks
Stone Wall Concrete & Glass
Figure 1: Site Analysis FIRST FLOOR 1// Entrance 2// Lounge
SIXTH FLOOR 1// Seating Space 2// Service Area
3// Office Spaces 4// Service Area
3// Manager Suites
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Figure 2: Zoning Diagram Year: Year 3 Semester 2 [Studio Fire // ABPL 30037] Group:
Indivual Work
Site:
Corner of Batman and Spencer Street, Melbourne
Brief Explanation:
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1
Public Space Private - Residential Private - DSIGs
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GROUND FLOOR 1// Entrance 2// Reception
3// Service Area 4// Loading Bay
SECOND FLOOR 1// Void Area 2// Seminar Room
3// Service Area
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THIRD FLOOR 1// Restaurant & Bar 3// Lounge 2// Kitchen 4// Service Area
The Project in this Studio is to design a motel which includes spaces for offices and meeting
Site Scale
spaces, a hall, lounge, restaurant and bedroom suites. This project leads me to explore the build-
Map Scale
1:500
ing standards as well as standards of furnitures and interior spaces as well. This project focuses on quite a few aspects, not only focusing on the architecture of the building, but also to focus on the interior spaces, what kind of mood and experience do I want the users to achieve. The drawings is taken from the Interim Crit because this is the project that I am doing currently. SEVENTH FLOOR 1// Seating Space 2// Service Area
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3// Manager Suites
SEVENTH FLOOR 1// Seating Space 2// Service Area
3// Manager Suites
EIGHT FLOOR 1// Storage Room`3// Outdoor Space 2// Hall
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CIRCULATION
Seminar Suites
First Floor DSIGs Offices + Seminar Suites
DSIGs Office
DSIGs Meeting & Seminar Suites
Restaurant & Bar
View from the Hall & Outdoor Space Seperate Entrance
User Groups
DSIGs Bedroom Suites
Corridoor in the Bedroom Suites
Spatial Experience
General Public
Circulation
Spaces
View from the Bedroom
6000 Eight Floor
3000 Seventh Floor
3000 Sixth Floor
3000 Fifth Floor
3000 Fourth Floor
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4000 Third Floor
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SECTION A-A 1// Basement 2// Car Lift 3// Lobby 4// Reception 5// DSIGs Office 6// Seminar Suites 7// Restaurant 8// Kitchen 9// Bedroom
3000 Batman Street
Second Floor
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3000 First Floor
5 6000 Ground Floor
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NORTH ELEVATION
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WEST ELEVATION
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1
Spencer Street
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A-A
B-B
SECTION B-B 1// Basement 2// Car Lift 3// DSIGs Entrance 4// Lobby 5// Reception 6// Service & Storage 7// Storage 8// DSIGs Offices 9// Seminar Suites 10// Outdoor Restaurant 11/ Restaurant 12/ Lounge 13// Corridoor 14//Bedroom Suites 15// Outdoor Space
Structure
Cladding
Circulation
Seminar Suites
DSIGs Office
Seperate Entrance
Light Timber The Circulation on the Diagram on top shows the spaces of the DSIGs where the office and the seminar suites, the two different spaces could be accessed easily by the stairs in the middle.
Materials
Load Bearing Wall
Materials
Dark Timber
Columns Truss Structure
Timber
Concrete
LightTimber Dark Timber
Glass
Black Steel
Lift & Fire Stairs
Concrete
Calm
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16
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Clean
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Concrete
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Figure 1: Detailed Const Year: Year 3 Semester 1 [Construction Design // APBL 30041] Group:
Group Work (Making the Model and Axo Drawing)
Brief Explanation:
Construction Design explores the construction details and the design intents. This was done by using a real architectural and structural drawing of a building which is by Charles McBridge ‘Pentleight & Essendon Grammar School’. Through this project I learned how to incoporate the design intent, construction and sustainability into one project in detail.
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Legend: 1.Soil Profile 1.Soil Profile 1.1: (0.7m depth) Top 1.1: layer (0.7m - Dark depth) GreyTop Siltylayer sand- Dark fill - Grey Silty sand fill (medium dense, moist (medium and occasionaly dense, moist contains and occasionaly contains rocks gravel) & Mass rocks Concrete gravel) & Mass Concrete
22. First floor Steel Column: 22. First floor Steel Column: 22.3 C2 (150x100x6 RHS, 22.3 C2 rectangle (150x100x6 hollow RHS, section) rectangle hollow section) 22.4 C4 (200x100x9 RHS) 22.4 C4 (200x100x9 RHS) 23. Steel plate (Bottom 23.Plate) Steel plate (Bottom Plate)
1.2: (0.7m-1.20m) Second 1.2: (0.7m-1.20m) layer - Pale Grey Second Siltylayer Sand- Pale fill - Grey Silty Sand fill (very dense and moist) (very dense and moist) 1.3: (1.20m-1.50m) Third 1.3: layer (1.20m-1.50m) -Grey Brown Third Orange layer -Grey Brown Orange Motted Sandy Silty Clay Motted -(moist Sandy andSilty stiff)Clay -(moist and stiff) Soil at site: Class P: Abnormal Soil at site: toClass moisture P: Abnormal condition,to moisture condition, soft soil, soft clay, siltsoft (Mass soil, Concrete soft clay,needed silt (Mass to provide Concrete needed to provide rigidity and stabilty for rigidity the footings) and stabilty for the footings) 2. Sand Bed 2. Sand Bed 50mm sand bed below 50mm eachsand plane bed of below the refteach slab.plane sand of the reft slab. sand grain should be a maximum grain should of 1mm, be athe maximum sand bed ofhas 1mm, the sand bed has to be thoroughly compacted. to be thoroughly compacted. 3. Mass Concrete 3. Mass Concrete To provide a stable foundation To providefor a stable the footings foundation by for the footings by replacing the soil withreplacing mass concrete the soil with mass concrete 4. Bars Chairs 4. Bars Chairs Used tp position the steel Usedreinforcement tp position theto steel provide reinforcement to provide strength and durability strength and durability 5. Angle of influence 5. of Angle the footing of influence is 45 degrees of the footing for the is 45 degrees for the mass concrete mass concrete 6. Pad Footing : 6. Pad Footing : carries the point loadcarries where the the point column load is placed where the column is placed (hold load-bearing) (hold load-bearing) 2000 x 2000 x 500 deep 2000 x 2000 x 500 deep 9N16EW Bot COG 400@end 9N16EW(9.16 Bot COG mm diameter 400@endnormal (9.16 mm diameter normal ductility bars spanning ductility each way barswhere spanning the each edge way are bent) where the edge are bent)
24. Cleat Plate
24. Cleat Plate
25. Box frame - Firerated 25. Box plasterboard frame - Firerated 16mm plasterboard 16mm 26. Ground Floor Stud 26. Frame Ground Floor Stud Frame 90x45 MGP 12 pine at 90x45 450mm MGP maximum 12 pine at centers 450mm maximum centers notched 20mm for bracing notched 20mm for bracing Double stud: 90x45 MGP Double 15 pine stud:studs 90x45 MGP 15 pine studs With Bottom Plate, Top With Plate Bottom Plate, Top Plate Double stud at the edge Double stud at the edge 27. First Floor Stud Frame 27. First Floor Stud Frame 90x35 MGP 10 pine at 90x35 450mm MGP maximum 10 pine at centers 450mm maximum centers 20mm for bracing with 20mm maximum for bracing heightwith of 2700mm maximum height of 2700mm With Bottom Plate, Top With Plate Bottom Plate, Top Plate Double stud at the edge Double stud at the edge 28. Structural Bracing 28.- Diagonal StructuralBracing Bracingto- provide Diagonal rigidity Bracing andto provide rigidity and to resist horizontal forces to resist horizontal forces 29. Double Noggings:29. spacing Doublebetween Noggings: noggings spacingshould between be no noggings more should be no more than 1350mm than 1350mm 30. Waterproof Membrane 30. Waterproof : 0.2 mm thick Membrane : 0.2 mm thick 31. Accoustic Insulation 31. Accoustic Insulation Tontine Backliner 50mm Tontine thickBackliner x 14kg/m3 50mm density thick x 14kg/m3 density polyester blanket polyester blanket 32. Wall Finish: 3mm32. plasterboard Wall Finish: 3mm plasterboard 33. Double Glazed Sliding 33. Double Door with Glazed alumunium Sliding Door doorwith frame alumunium door frame
7. Raft Footing: required 7. Raft when Footing: soil have required a low when bearing soilcapacity have a low bearing capacity 7.1 SF4 (Edge Beam)7.1 SF4 (Edge Beam) 900 Wide x 500 Deep900 Wide x 500 Deep SL 92 Mesh Bottom (9mm SL 92diameter Mesh Bottom low ductility (9mm diameter bars low ductility bars with 200mm spacingwith square 200mm mesh) spacing square mesh) 5N20 top and bottom5N20 longitudinal top and bottom longitudinal (5 20mm diameter normal (5 20mm ductility diameter bars)normal ductility bars) 7.2 SF2 (Internal beam) 7.2located SF2 (Internal in thebeam) area oflocated doublein the area of double stud wall in seperating stud two wall classroom in seperating two classroom 400 Wide x 500 Deep400 Wide x 500 Deep 3-L11 TM Bottom (3.11mm 3-L11 TM diameter Bottom low (3.11mm ductilitydiameter bars low ductility bars trench mesh locatedtrench at the bottom mesh located at the bottom
34. Perforate Plywood 34.Bulkhead Perforate Plywood Bulkhead 35. Cement Sheet
35. Cement Sheet
36. Rondo (ceiling suspension) 36. Rondo (ceiling suspension) 37. Furring Channel -37. used Furring to level Channel an uneven - used surface to level an uneven surface 38. Timber battens to38. hold Timber the surface battens to hold the surface TB1 70x35 MGP 10 battens TB1 70x35 at 900 MGP maximum 10 battens center at 900 maximum center 39. Flexible Plasterboard 39. Flexible - Curved Plasterboard Interior - Curved Interior
8. Polythene Membrane 8. Polythene Membrane 0.2mm Black Polyethene 0.2mm Membrane Black Polyethene Membrane Black prevents the sunlight Black prevents to enter the soil sunlight to avoid to enter plantthe soil to avoid plant growing, used to avoid growing, water from usedentering to avoid water from entering
truction Model
9. Ground Floor Slab:9.Stiffened Ground Floor Raft Slab Slab: Stiffened Raft Slab 100mm thick slab & Mesh 100mm located thick 20mm slab & Mesh belowlocated the slab20mm below the slab 2N16 x 1200mm tie diagonal 2N16 x 1200mm trimmings tie diagonal trimmings 10. First Floor Slab: Standard 10. First Floor Slab Slab: Standard Slab 135mm thick slab & Mesh 135mm located thick 20mm slab & Mesh from top located and 20mm from top and bottom of the surfacebottom of the surface 11. Ground Floor Finish 11. (CPT1 Ground Carpet) Floor Finish (CPT1 Carpet) Cavalier-dashes ll Weathered Cavalier-dashes black ll Weathered black
40. Rafters
40. Rafters R1 190x35MGP 10 Rafters R1 190x35MGP at 1220 maximum 10 Rafters centers at 1220 maximum centers R2 190x35 MG 10 Rafters R2 190x35 at 1220 MG maximum 10 Rafters centers at 1220 maximum centers R10 90x35 MGP 10 Rafters R10 90x35 at 1220 MGP maximum 10 Rafters centers at 1220 maximum centers
41. Steel Beam First Floor 41. Steel (I-Beam) Beam First Floor (I-Beam) 41.1 B2 (410 UB54 + 300x12 41.1 B2 plate) (410 UB54 + 300x12 plate) 41.2 B1(460 UB 67) shear 41.2 B1(460 stud in pairs UB 67) atshear 300 stud in pairs at 300 41.3 B10 (460 UB 67)41.3 200 shear B10 (460 stud UB 67) 200 shear stud 42.Steel beams Roof:42.Steel beams Roof: 42.1 RB1 150x150x6 42.1 SHS RB1 150x150x6 SHS 42.2 RB2 42.2 RB2 42.3 RB3 200x100x6 42.3 RHSRB3 200x100x6 RHS 42.4 SC1 100x100x6 42.4 SH SSC1 100x100x6 SH S
12. First Floor Finish:12. (CPT2 First Edwardstown) Floor Finish: (CPT2 Edwardstown) 13. Concrete pavement 13. Concrete pavement 14. Rebate on Raft Footing 14. Rebate on Raft Footing 14.1 Brick wall rebate14.1 - 150mm Brick wall rebate rebate - 150mm rebate 14.2 Sliding door rebate 14.2- Sliding (Heightdoor of the rebate roller -track) (Height of the roller track)
43. 300mm Wide x 100mm 43. 300mm DeepWide Zincalume x 100mm BoxDeep gutterZincalume (1:200 Fall)Box gutter (1:200 Fall) Type 316 Stainless Steel, Type0.6mm 316 Stainless gauge Steel, 0.6mm gauge 44. 32mm Marine Grade 44. 32mm Structural Marine Plywood GradeBox Structural Gutter Support Plywood Box Gutter Support (25mm F14 Stress Grade) (25mm F14 Stress Grade) 45. Flashing Upturn 45. Flashing Upturn
15. Brick Wall with reinforcement 15. Brick Wall with reinforcement Strecher Bond - Hollow Strecher block, Bond core filled, - Hollow reinforced block, core filled, reinforced 10mm Mortar bed 10mm Mortar bed
46. 50mmx50mmx5mm 46. 50mmx50mmx5mm Angle 600mm centres Angle 600mm centres 47. Double Glazed Skylight 47. Double Glazed Skylight
16. Brick Tie : connect/attached 16. Brick Tietwo : connect/attached element (brick and twomasonry) element (brick and masonry) to provide connection toflashing provide connection flashing
48. Thermal insulation 48. Thermal insulation
17. Waterproof membrane: 17. Waterproof 0.2mm thick membrane: 0.2mm thick
49. Sarking: Sisalation 49.430 Sarking: Sisalation 430
18. Drain Proof Course 18. Drain Proof Course
50. Wire Safety Mesh:50. Streched Wire Safety Galvanized Mesh: Streched Steel Mesh Galvanized (100x115x1.25mm) Steel Mesh (100x115x1.25m
19. Wall Cavity between 19. Wall Double Cavity Stud between Wall Double Stud Wall
51. Automated Louvers 51. -Automated Provides ventilation Louvers -and Provides natural ventilation light intoand the natural light into the building, it provides energy building, efficiency it provides also energy a comfortable efficiencylearning also a comfortable learning environment environment
20. Weep hole
20. Weep hole Allowing the water from Allowing the drainproof the watercourse from the to drainproof course to leave the structure through leave the thestructure holes along through the the holes along the mortar joint1200mm mortar apart over joint1200mm damp proof apart course over damp proof course and flashing. and flashing.
52. Lysaght Longline 52. 305Lysaght Colorbond Longline Roofing 305- Colorbond Shale Grey:Roofing Concelaed- Shale Grey: Concelaedfixed roof cladding (bold fixedribs roof and cladding wide pans), (bold no ribspenetrations, and wide pans), no penetrations, maximized weathertightness, maximized high weathertightness, rainfall capacity.high rainfall capacity. Material: Zincalume. Material: Coating: Colorbond Zincalume.&Coating: BMT - 0.70mm: Colorbond 305mm & BMT span - 0.70mm: 305mm
21. Ground floor Steel21. column: Ground floor Steel column: 53. Colorbond Sheet 53. Roofing Colorbond Sheet Roofing
Figure 2: Axonometric Detailed Construction
21.1 C2 (150x100x6 RHS) 21.1 C2 (150x100x6 RHS) 21.2 C4 (200x100x9 RHS) 21.2 C4 (200x100x9 RHS)
54. Shear Studs (19mm 54. diameter, Shear Studs 300mm (19mm max diameter, centres)300mm - used to max centres) - used to transfer shear stresstransfer betweenshear the metal stressand between concrete thein metal a composite and concrete in a compo structure, the stud is structure, welded tothe a metal stud component is welded to a metal component 54. Folded Ridge Capping 54. Folded notched Ridge into Capping Longlinenotched Profile into Longline Profile
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Figure 1: Exterior Drawing of an Indonesian Traditional House
Figure 3: Model Making First Year Project
Figure 2: Sketch of a Restaurant
Figure 4: Interior Sketch of a Hotel Room
I do really enjoy doing art works, the pictures above are some of the art work that I did in the past years. The Balinese Dancer is a project that interacts with the audience, it is a photo boot where people can put their heads in the hole in the canvas. The NYC project is made out of used boxes and bottles wrapped by newspapers. This was done to show how energy is wasted in the Times Square area while being represented by used items.
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Figure 5: Visual Art Project Balin
Figure 6: Recycling to Build TImes
nese Dancer
Square NYC
Figure 7: Painting of a Dayak Woman
Figure 8: Painting Two Woman
Figure 9: Painting of Venice Houses
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L ET IZ IA
PRI SKILA
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2 0 1 5