Catherine Kho's Portfolio 2020 by Catherine Kho

CATHERINE KHO

Contents.

Curriculum Vitae Designing Environment Architecture Design Studio: Earth Construction Analysis Digital Design and Fabrication Architecture Design Studio: Air Construction Design Architecture Design Studio: Fire

Resume.

CATHERINE KHO

EDUCATION 2014 - 2015 Trinity College Foundation Studies Average 85

2016 - 2018 University of Melbourne Bachelor of Environment Majoring in Architecture Graduated with Second Class Honours

0813 6303 0859 catherinekho18@gmail.com https://www.linkedin.com/in/catherine-kho/

Jalan Bumi Botanika Perumahan Greenwich Park Cluster Whitsand Blok C6 no. 28 BSD City

PROFILE Catherine is a students from University of Melbourne, majoring in Architecture under Bachelor of Environment. She graduated end of 2018 and took a gap year to learn Chinese at Shanghai Normal University at Shanghai.

2019 - 2020 Shanghai Normal University GPA 3.5 with Honorary Credit

SKILL Photoshops

Revit

InDesign

Rhinoceros 3D

Illustrator

macOS

AutoCad

Windows

EXPERIENCES Project O by PPIA RMIT - 2017 Charity Program for Children in Papua Raising infrastructure of ‘Taman Membaca’ in Wamena, Papua

Throughout her architecture studies, she have built upon her initial perception of architecture’s complexities. After her gap year, with a fresh mind she is seek now to further her knowledge and understanding of the discipline through professional practices.

Societal Project by PPIA RMIT - 2018

LANGUAGE

PappaRich Express Southern Cross Station

Indonesian - Native

Creative and Logistic Officer Indonesian Students Annual Social Gathering

Alun Alun by PPIA Victoria - 2018 Booth Decorator using recycled material First place in Victoria

Floor Staff

EXHIBITION

English - Fluent Mandarin - Intermediate Japanese - Basic

Construction Design Exhibition 2018 Melbourne School of Design Dulux Gallery Drawing and Physical Model Selected 10 out of 600

Designing Environment

Introduction and practices to processes and methods of designing and creative thinking by analysing the social, logistical, economic and resource aspects that contribute to design task and outcomes. For more information regarding this project, please scan the QR code.

Architecture Design Studio: Earth The first architecture studio where the focus is generating ideas and translating them into architectural from/space/materials/programme, refining the architecture through consideration of arrical, cirvulation, light, views and etc and communicate it through 2D and 3D visual media and oral presentation. The theme to this studio is earth, where it is explored conceptually through the topography, context, material investigation, compositional methods, foundational ideas.

For more information regarding this project, please scan the QR code.

Digital Design and Fabrication

Contemporary digital design software, tools and technology with a broader view using these tools, medium and techniques for design purposes and execution of design intend. The design intend of this is an approach towards personal space. This project required extensive knowledge and skills in digital medium like Rhinoceros for both designing and for the fabrication process through laser cutter.

For more information regarding this project, please scan the QR code.

Construction Analysis

Cave House by McBride Charles Ryan

This explores the idea of construction as a process linking specific principles, materials, elements, systems and techniques strategically. Using a set of individual buildings as case studies, Construction Analysis will review and explain the physical anatomy of given technological types, emphasizing their latitude for change within accepted mechanical performance frameworks. The case study for this is a residential house, Cave House by renowed Australian architect, McBride Charles Ryan. This project required extensive drafting skills in digital medium like AutoCad.

For more information regarding this project, please scan the QR code.

Cave House

by: McBride Charles Ryan

Cave House

by: McBride Charles Ryan

5. First Floor Structure

6. First Floor External Wall

Section D2

Scale 1:50 @A3

Catherine Kho - 813073

ABPL20033 Construction Analysis

Cave House

by: McBride Charles Ryan

7. Roof Structure

9. Windows and Cladding

Section D2

Scale 1:50 @A3

Catherine Kho - 813073

ABPL20033 Construction Analysis

Cave House

by: McBride Charles Ryan

8. Roof Cover

12. Finishing Trades

Section D2

Scale 1:50 @A3

Catherine Kho - 813073

ABPL20033 Construction Analysis

Architecture Design Studio: Air The studio undertake a series of studio-based exercises in design demanding greater synthesis of diverse requirements and leading to increasingly resolved designs. This is done by experimenting Grasshopper scripts with iterations.

For more information regarding this project, please scan the QR code.

Construction Design

Elizabeth Blackburn School of Science by ClarkeHopkinsClarke

Knowledge and understanding of contemporary construction theory and practice was put into application through the construction of a 1:20 scale model and an axonometric drawing of a pre-existing commercial building section. The allocated building was the Elizabeth Blackburn School of Science by Clarke Hopkins Clarke. The model required extensive model-making skill and time-management to achieve a model that could demonstrate strong understanding of construction detailing and techniques within the industry

For more information regarding this project, please scan the QR code.

5° 42

Ground floor lining: 1. Female Toilet floor lining: V1A Sheet Vinyl Armstrong ‘Contour’, 2.0mm thick. Coved 100mm up walls. Colour: Lime_921-037/ Slip rating: R9 2. Circulation: V1B Sheet Vinyl Armstrong ‘Contour’, 2.0mm thick. Coved 100mm up walls. 2 Colour: Silver_921-051/ Slip rating: R9 3. Theatrette 1 floor lining: C-1B Carpet, broadloom, trails tile, installed using direct stick method.

R T

R L. 41

Footing: (L mm x W mm x D mm) 1. F3: 2500 x 1200 x 600 MIN: SLB1 Bottom 2. F6: 1500 x 1500 x 600 MIN: N12-200 crs bottom both directions 3. F7: 1200 x 1200 x 600 MIN: SLB1 Bottom 4. F8: 600 x 600 x 600 MIN: SLB1 Bottom with 75mm concrete encasement, 4M20 – 4.6/S H.D. bolts, 400mm embedment, 100mm COG caged, 20mm thick based plate, 6mm CFW all round, 20mm non-shrink grout Concrete block 5. Bored Piers (BP1) - To be founded in weathered siltstone with a founding depth of 2000mm below finish surface level, with N20 x 2000 Long “L” Bar and 300 cog tied to top slab reinforcement Ground Floor Slab: 1. EB1: F’c = 15MPa, 300mmx600mm min deep, with 3L12 trench mesh Top and Bottom along with N12- 200 centres “Z Bars” vertical lapped at 400mm pad footing will be formed first prior to installation of geothermal pipes 2. Waterproof membrane: ‘Fortecon Super’ flexible polymeric film 0.3mm thick 3. Compressive strength of the concrete slab 32MPA 4. 150mm Polystyrene insulation

5°

Foundation/Geotechnical Report: 1. Site Classification M= Moderately reactive clay or silt sites, which may experience moderate ground movement from moisture changes 20 - 40mm 2. Bore Hole 1 - Fill: 0.0 – 0.80; crushed rocked capped by 30mm asphalt | grey | moist, sand, cement stabilised | medium dense | using approved excavated material, clean inorganic material, hardcore: clean hard filling such as broken brick or stone rubble, porous filling: hard core graded from 40mm to 15mm, sand: salt free, loam free, packing quality and fine crushed rock: 15 to 5mm clean crushed rock - Clay (CL): 0.80 – 1.90; orange, brown | moist, silty | stiff | tending to extremely weathered siltstone from 1.9 metres - Clay/Siltstone: 1.90 – 3.00; Orange/brown | moist, silty, extremely weathered lenses stiff - Siltstone: 3.00 – 4.00; extremely weathered, yellow orange, silty and gravels | very low rock strength 3. Mass concrete with minimum depth of 1m till it reaches the weathered siltstone on all pad footings 4. 50mm minimum thick blinding concrete (compressive strength of 15MPa) as surface levelling below concrete slabs, edge beams 5. All water should be collected and channelled away from the proposed structure. Water should not be permitted to pond in the footing 6. Termite control: All gund areas are treated against termite in accordance with the requirement of AS 3360 using approved mechanical termite shield (Granite-Gard, Termi-Mesh or equal approved). Organo chlorine termicides are not to be used.

Column: 1. CC3: 400 x 300 concrete column 2. C2: 310 UB 40: Screening column 3. 3x13mm Layers of Fire rated plasterboard to provide 12/-/- fire protection to structural steel column 4. 400 x 300mm concrete column (CC3): reinforced with 8R24 deformed bars with R12 Ligs at 300 centres with 300mm cogs lapped at 800 with the starter bars at ends cast into F6 and onto IB8 5. Lig Concrete cover: 40mm 6. Slab are placed using vibrating screed or equivalent poker vibrator 7. Beam reinforcement shall continue through pad footing

5 .4 37 L. R

5 .3 .1 32 . 32 L R

3 L. R

C E2

.2 30

. 29

L. R

SF12 First Floor: 1. CSR Bradford ‘Breatherfoil Antiglare’ vapour permeable sarking 2. 90mm stud wall with Alucbond: Panels 4mm thick, joints nominally 10mm, utilising ‘Direct Stick’ cladding technique and ‘Type-3’ edge treatment to exposed edges; support alucbond where installed horizontally on 19mm marine grade plywood; colour: solid light grey 104 surf

.1 28

Theatrette 2 Ceiling: 1. Gyprock, plasterboard CD 2x6.5mm 2. Rondo ‘Key Lock’ with Rondo exangle corner bead PX1 3. TL-2: Timber lining: Atkar ‘Au.di.Slot’ AS26-40/80 slotted panel with integrated acoustic backing: 9mm thick plywood substrate panels pre-finished with Au.diStyle ‘Tas Oak’ finish by Atkar with a 20mm clear border to panels and edges. Concealed fixing with 5mm expressed joints 4. TL-3: Timber Panels to match Atkar Au.di.Slot ‘Tas Oak’ Finish; 9mm thick plywood substrate panels with Au.diStyle ‘Tas Oak’ finish by Atkar; the edge profile shall be chamfer edge profile with Au.diStyle. Concealed fixings with 5mm expressed joints. Group Discussion Ceiling: 1. Gyprock, plasterboard CD 2x6.5mm 2. Rondo ‘Key Lock’ with Rondo exangle corner bead PX1 Roof structure for Group discussion room: 1. Safety Mesh for insulation 2. B1: 150 PFC 3. WHI: 150 PFC (Rotated horizontally) 4. WH2: 200 PFC (Rotated horizontally) 5. WH3: 230 PFC (Rotated horizontally) 6. C20024: Stramit C Section Purlin, Strength: MPA-G450 7. RB2: 20mm diameter rod

Roofing lining: 1. Bluescope Lysaght, ‘Spandek’, 0.48 BMT, Colourbond finish (blue colour) 2. CSR Bradford ‘Anticon 130’ Roofing Blanket incorporating medium duty Thermofoil 730 R3.0; CSR ‘Ashgrid’ 110mm metal spacer installed all over blanket 3. Galvanised Wire Safety Mesh: Ausmesh 200 or Waratah ‘Roofsafe’

SF9 First Floor: 1. 2x6.5mm Gyprock flexible plasterboard 2. 90mm stud frame 3. CSR Bradford ‘Breatherfoil Antiglare’ vapour permeable sarking

Roof structure for Theatrette 2 room: 1. Safety Mesh for insulation 2. B1: 150 PFC 3. WH3: 230 PFC (Rotated horizontally); C1 connection to WH3; 2 M20- 8.8/s bolts; 10mm cleat plate; 6mm continuous butt weld to cast in plate 4. WB1: 70 x 5.0 Flat Mild Steel Plate 5. P1: Z20024- 1200 Max centres 6. T2: 125 x75 x 6.0 Unequal Angle 7. RB1: 16mm dimeter rod 8. WH1: 150 PFC (Rotated horizontally)

SF1 First floor Wall: 1. 390x90x90mm high face blockwork in stack bond 2. 50mm gap 3. 90mm stud frame with CSR Bradford ‘Breatherfoil Antiglare’ vapour permeable sarking 4. USG Powerscape “Fibrerock aquatough” 13mm internal wall lining board with recessed edges

SF7 First Floor: 1. 90mm stud frame 2. 2x6.5mm Gyprock flexible plasterboard

First Floor Beams 1. 300W x 600D deep beam 2. N12 at 300/200 centres ligatures, lapped at 900mm with reinforcement steel 3. N16 x 500mm long at 200mm max centres tailed cast in ferrules at top and bottom of beams 4. 3N20 OR N24 deformed bars at 800mm

First floor lining: 1. Group discussion room floor lining: C2B: RC&D_(Rugs Carpets by Design) HL 630/MOD 750 RFM52206564_Trails_Carpet Tile 2. Theatrette Floor lining: C-1 Carpet, broadloom, trails, carpet tiles installed using direct stick method.

H D3

Steel Access Stairs (riser: 180mm; going 250mm) SB1: 230 x 75 PFC: Stairs stringer hot dip galvanised

SF3 First floor Wall: 1. Alucbond: Panels 4mm thick, joints nominally 10mm, utilising ‘Direct Stick’ cladding technique and ‘Type-3’ edge treatment to exposed edges; support alucbond where installed horizontally on 19mm marine grade plywood; colour: solid light grey 104 surf 2. 2xPB Gyprock Fyrechek/ Fyrechek MR Plasterboard 3. 90mm stud frame 4. CSR Bradford ‘Breatherfoil Antiglare’ vapour permeable sarking 5. Insulation thermal: CSR Bradford ‘Gold – High Performance’ wall batts, R2.7 (90mm thick). Overall system include masonry/ air film/ internal lining achieves R value of R2.9 minimum

Window: 1. Backing rod and silicone seal to finish against window frame; finish with plasterboard with P-50 trim 2. 100mm wide powder; coated aluminium centre; glazed window frame 3. 50mm x 3mm matching aluminium angle to close off gap between block work and window frame 4. Skirting 100mm x 3mm Aluminium, Natural Anodised. 5. Laminated glass, clear. Min. 6.38mm A grade safety glass. Max. Whole of window U value in aluminium frame: 6.4 W/m².K, Max. SHGC: 0.73.

First Floor Slab: 1. Live end anchorage for post tensioned reinforcement with 4 strands of 12.7mm diameter bars, with bottom reinforcement of T7 (N12-300) and T6 (N12-250) and top reinforcement of N12-400 bar 2. 1mm Condek 3. 160mm Concrete Slab 4. Concrete Strength: 40MPa 5. N-12 200 centres reinforcement steel on the perimeter of the concrete

P L

Circulation ceiling (Ground Floor): 1. Rondo ‘Key Lock’ with Rondo exangle corner bead PX1 2. Gyprock Supaceil perforated Plasterboard 10mm

Stairs: 1. 2.

Theatrette 1 ceiling (Ground Floor): 1. Acoustic Insulation: Blanket 75mm thick, 14kg/m3 2. Rondo ‘Key Lock’ with Rondo exangle corner bead PX1 and Ground Floor Ceiling 3. Timber lining: Atkar ‘Au.di.Slot’ AS26-40/80 slotted panel with integrated acoustic backing: 9mm thick plywood substrate panels pre-finished with Au.diStyle ‘Tas Oak’ finish by Atkar with a 20mm clear border to panels and edges. Concealed fixing with 5mm expressed joints

Female toilet ceiling (Ground Floor): 1. Female toilet: Rondo ‘Key Lock’ with Rondo exangle corner bead PX1 and Ground Floor Ceiling 2. WPB- Gyprock Aquacheck Plasterboard, 10mm

Ground Floor Female Toilet Wall: 1. Precast concrete panel: 150m thick 2. Concrete block 390x90x90, honed face, hollow half high block honed finished series 100 laid in stretcher bond 3. Stud wall with USG Powerscape “Fibrerock aquatough” 13mm internal wall lining board with recessed edges 4. Composite aluminium external cladding with 800mm block work dado

Ground floor curved Wall (from external to internal): 1. 120min Fire rating – CSR 908 or CSR 123 2. Alucbond: Panels 4mm thick, joints nominally 10mm, utilising ‘Direct Stick’ cladding technique and ‘Type-3’ edge treatment to exposed edges; support alucbond where installed horizontally on 19mm marine grade plywood; colour: solid light grey 104 surf 3. 2x16mm Fire rated and moisture resistant plasterboard 90mm stud frame with 90x 45 MGP10 timber plates and 90 x 35 MGP 10 timber studs 4. with CSR Bradford ‘Breatherfoil Antiglare’ vapour permeable sarking 5. Insulation thermal: CSR Bradford ‘Gold’ wall batts, R2.5 (90mm thick) to achieve thermal rating of R2.8 6. Gyprock, flexible plasterboard, 2x6.5mm 7. 90mm stud frame with CSR Bradford ‘Breatherfoil Antiglare’ vapour permeable sarking 8. Insulation batt 14mm thick

Fill

Concrete

Clay (CL)

Sand

Clay/Siltstone

Vinyl

Siltstone

Carpet

Insulation

Safety Mesh

Sarking

CONSTRUCTION DESIGN | AXONOMETRIC DRAWING

N E

Architecture Design Studio: Fire The final undergraduate studios. The focus of the investigations of this subject will be architecture in an urban context, which will be explored by students designing a school, etc. The project will engage with historical, theoretical, structural, and environmental ideas relevant to the specific project through the lectures and various set design exercises. This project is an refubishment project which showcase understanding, convincing and innovatively link the relationship between the selected or developed theory or theories, the site, the city, the architectural program, and the architectural intervention.

Roof Deck

Senior Common Room

Third Floor Plan Scale 1:200

Kitchenette

Classroom

Lounge

Collaborative Space

Staff Room

Third Floor Plan Scale 1:200

Kitchenette Staff Room

Classroom

Discussion Room

Classroom

Meeting Room Lounge Individual Study Space UP

Individual Study Space

Collaborative Space

Individual Study Space

Classroom

Staff Room

Male Toilet

Female Toilet

Second Floor Plan Scale 1:200

Kitchenette Staff Room

Classroom

Discussion Room

Classroom

Meeting Room

Void Lounge

Individual Study Space

Collaborative Space

Individual Study Space

Staff Room

Gym

Staff Room

Male Toilet

Female Toilet

Storage

Classroom

Aerobic Meeting Room

Staff Room

First Floor Plan Scale 1:200

Indoor Stadium

Royal Parade

B Parents Meeting Room

Staff Office

Staff Office Maker Space

Storage UP

Lecture Theater

Collaborative Space

Admin

Classroom

Female Toilet and Changing Room Female Toilet

Male Toilet

Ground Floor Plan Scale 1:200

Floor Plan

Male Toilet and Changing Room

Massing

Masterplanning

Prototype

CATHERINE KHO 0813 6303 0859 catherinekho18@gmail.com https://www.linkedin.com/in/catherine-kho/

Jalan Bumi Botanika Perumahan Greenwich Park Cluster Whitsand Blok C6 no. 28 BSD City