Emily Thomas - Architectural Folio

EMILY THOMAS Folio 2019 - Masters of Architecture Student University of Melbourne

NEUROGENERATION Masters Thesis (Currently completing) Using regenerative principles to support autism sensitive design in apartments

Between 2015 and 2018, the number of people diagnosed with Autism Spectrum Disorder (ASD) increased by 25.1% (ABS, 2018). This has prompted more research surrounding ASD sensitive design models.

However, this research has often neglected to consider sustainability, resulting in building stock with greater accessibility, but poses a threat to the environment (Null, 2014).

This thesis will use elements of sustainable design (more specifically regeneration), to support the creation of a new, ASD specific, built environment model. Bringing forth the question: how can the built environment guidelines and standards be improved to promote better amenity for all?

Child’s bedroom with bay window

Mernda Masterplan

Kitchen view with spatial division

Typical two bedroom apartment plan

Hallway view - nooks and sight lines

CRADLE TO CRADLE Environmental Building Studio - 2019 (Second Year, Masters of Architecture) Reducing the overall life cycle energy usage of a building by renovating and reusing existing structures Cradle to Cradle is a concept developed by William Mcdonough and Michael Braungart which integrates design and science in a new model of circular economy. Their framework encourages a completely circular life cycle, wherein all materials and resources are utilised for as long as possible, and in theory, never disposed of.

CHILDREN’S LIBRARY Bits and Bots - 2018 (First Year, Masters of Architecture) Using robotic drawings to inspire architectural form Our library about the journey, not the destination. Our architecture is designed create a space which facilitates movement into certain spaces, yet within these spaces, the journey is ambiguous and left up the users; the children. The kids’ library focuses on four steps; the entrance, donating or returning, following and finding.

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FIRE STAIR

PARENTS PARENTS RAMP UP

TOILETS

STAIR DOWN

TERRACE

STAFF

UP STAIRS

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LIFT

RAMP DOWN STAIR

FIRE STAIRS

STAFF

PARENTS

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LIFT LIFT

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STAFF

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Detailed Section Section Detailed

Robotic Drawings Drawings Robotic Groundfloor floorplan plan Ground

Presentationduring duringsemester semester Presentation

RoboticDrawings DrawingsArchitectural ArchitecturalRepresentation Representation Robotic

Model of of the the Children’s Children’s Library Library Model

HOFPLEINSTRAAT Opportunistic Urbanism - 2018 (First Year, Masters of Architecture) Planning to overcome the urban heat island effect The urban heat island effect is a world wide phenomenon that can cause cities to be up to 12 degrees hotter than the surrounding rural environments. Using my project Hofpleinstraat, I aimed to overcome extreme heat events in Zoho, by utilising both the public and the private sector along a heritage listed viaduct.

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House Example Design

Urban Park Design

Hofpleinstraat Master Plan

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House Design Example Interior

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Components List Components List MINIMUM FALL 3 DEGREES

2. Colourbond Coolmax Roofing 2. Colourbond Coolmax Roofing 3. Folded MC1 Capping with Expressed 3. Folded MC1 Capping with Expressed Dripline on Substrate Dripline on Substrate 4. Trimdeck Colourbond Lining 4. Trimdeck Colourbond Lining 5. Girts between fascias 5. Girts between fascias 6. 600x150 mm Colourbond Box Gutter 6. 600x150 mm Colourbond Box Gutter (Flashing under Coolmax roofing) (Flashing under Coolmax roofing) 7. 45x90 timber battens @ 900 CTS 7. 45x90 timber battens @ 900 CTS max and Carty Holt Harvey Hyjoist max and Carty Holt Harvey Hyjoist (Under) (Under) 8. R3.5 Insulation Batts 8. R3.5 Insulation Batts 9. Metal Cladding 9. Metal Cladding 10. Rectangular Beam (Primary 10. Rectangular Beam (Primary Structure) Structure) 11. R4.5 Insulation Panel between girts 11. R4.5 Insulation Panel between girts 12. Folded Colourbond capping over 12. Folded Colourbond capping over 200 mm thermal break rigid insulation 200 mm thermal break rigid insulation 13. Concrete blockwork 13. Concrete blockwork 14. Brickwork 14. Brickwork 15. N12 U bars, 600 CTS max 15. N12 U bars, 600 CTS max 16. Hyjoist Beam 16. Hyjoist Beam 17. Rectangular hollow section, Hot 17. Rectangular hollow section, Hot galvanised bolts, 10 plate cleats galvanised bolts, 10 plate cleats 18. Clear double glazed windows, 18. Clear double glazed windows, 6.38 mm safety glass 6.38 mm safety glass 19. Selected window sub-sill, (20 mm 19. Selected window sub-sill, (20 mm thermal break rigid insulation under) thermal break rigid insulation under) 20. Aluminium door frame 20. Aluminium door frame 21. Suspended slab, 150 Bondeck 21. Suspended slab, 150 Bondeck support support 22. N12 @ 400 CTS max each way 22. N12 @ 400 CTS max each way 23. N12 @ 400 CTS x 1000 long, 2-N20 23. N12 @ 400 CTS x 1000 long, 2-N20 Bottom extend 1000 past supports Bottom extend 1000 past supports 24. Props 24. Props 25. Carpet with 15 mm set down 25. Carpet with 15 mm set down 26. Hollow core slab 26. Hollow core slab 27. Concrete beam (Neoprene bearing 27. Concrete beam (Neoprene bearing strip between slab and beam) strip between slab and beam) 28. Precast concrete column (reidbar 28. Precast concrete column (reidbar couplers connecting to hollow core slab, couplers connecting to hollow core slab, N20 cage bars reinforcement) N20 cage bars reinforcement) 29. Yellow framed window 29. Yellow framed window 30. Slab trench mesh, 30 mm min cover 30. Slab trench mesh, 30 mm min cover 31. Brickwork 31. Brickwork 32. Cavity 32. Cavity 33. Waffle slab, void under 33. Waffle slab, void under 34. N20 bars bottom @ 250 CTS max 34. N20 bars bottom @ 250 CTS max each way, N16 bars top @ 250 CTS each way, N16 bars top @ 250 CTS Max each way Max each way 35. Concrete pad footing, 600 min 35. Concrete pad footing, 600 min 36. Fill – Admixed silt, clay, curshed 36. Fill – Admixed silt, clay, curshed basalt, brown/red (moderately dense, dry) basalt, brown/red (moderately dense, dry) 37. Soil profile – silty clay, high plasticity 37. Soil profile – silty clay, high plasticity and extremely weathered basalt layers and extremely weathered basalt layers below 0.8 m below 0.8 m 38. Basalt rock (refusal to probe) 38. Basalt rock (refusal to probe) 39. Mass concrete (under pad footing) 39. Mass concrete (under pad footing) 40. 600 mm diameter bored pier to highly 40. 600 mm diameter bored pier to highly weathered basalt weathered basalt 41. Line of influence at 45 degrees 41. Line of influence at 45 degrees

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A5.3 CW100: 150 mm ENVIROTECH® UNITISED CURTAIN WALL SYSTEM CAPPING NIGHT SKY™ ANODISED ALUMINIUM

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FFL 135.50

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CARINYA® 250x200x50x6mm GALVANISED HEAVY DUTY ANGLE BRACKET

FFL 135.50

FFL 127.90

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COX GOMYL® 7000 SERIES BUILDING MANAGEMENT UNIT

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NIGHT SKY™ MATT ANODISED ALUMINIUM MULLION

CW100: 150 mm ENVIROTECH® UNITISED CURTAIN WALL SYSTEM

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METROSPAN® HIGH SPAN PARAPET CAPPING ANODISED ALUMINIUM 6 MM SPANDEK® PROFILE SHEETING

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FFL 131.90

FFL 131.90

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CURTAIN WALL PARAPET SCALE 1:10

TOUGHENED LAMINATED GRAPHITE BLUE™ SINGLE GLAZED SYSTEM

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A5.3

RL 127.47

150.00

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ZENITH® M10x120mm GALVANISED BOLT AND NUT

GALVANISED BACKING SHEET FACE FIXED FOR SEALING CURTAIN WALL

section4,5,6 - sheet4 show s the section of the plant room

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CARINYA® 250x200x50x6mm GALVANISED HEAVY DUTY ANGLE BRACKET

ZENITH® M10x120mm GALVANISED BOLT AND NUT

H3.1 TREATED TIMBER PACKER FORM 6 DEGREES SLOPE

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FFL 130.30

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CONCRETE CAST BMU STAND (LEVEL) SUPPORTS BMU RAIL C200-24 PURLIN BOLT FIXINGS M5x25mm

GALVANISED BASE PLATE WELDED TO 250 PFC AND BOLTED TO CONCRETE FORMED DRIP IN PARAPET CAPPING H3.1 TREATED TIMBER PACKER FORM 6 DEGREES SLOPE 300PFC GALVANISED 250PFC GALVANISED C200-24 PURLIN BOLT FIXINGS M5x25mm

IN SITU CONCRETE HOB

FFL 13

CHAMFERED EDGE FOR EASE OF WATER-PROOFING MEMBRANE APPLICATION ATACTIC POLYPROPYLENE POLYMER (APP) BLACK TRAFFICABLE MODIFIED BITUMEN ROOFING 3mm

section4,5,6 - sheet4 show s the section of the plant room

SIKAPROOF A® YELLOW SHEET FULLY BONDED COMPOSITE MEMBRANE 1000 WB 322 EDGE BEAM ENCASED IN 100mm CONCRETE

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RAMSET® SBR9 SACRIFICIAL FORMWORK PINS

2750.00

FFL 130.30

28 30

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36

TOP CHORD OF STEEL TRUSS

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TOUGHENED DOUBLED GLAZING ARGON FILLED SYSTEM SHGC=0.39 VLT=0.50

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FFL 127.90

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150.00

RL 127.47

150.00

37

FFL 127.90

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RL 127.47

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Components List

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FFL 137.00

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FFL 135.50

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section4,5,6 - sheet4 show s the section of the plant room

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INSITU CAST CONCRETE HOB M16x200mm NUT AND SPRING WASHER LOCKED WITH EXTRUDED ALUMINIUM SERRATED WASHER AT INTERFACE WITH FLOOR BRACKET REBATE IN BONDEK SLAB BACKFILLED WITH GROUT FOR CARINYA® 250x100x50x6mm GALVANISED HEAVY DUTY ANGLE BRACKET ATACTIC POLYPROPYLENE POLYMER (APP) BLACK TRAFFICABLE MODIFIED BITUMEN ROOFING 3mm

REFINFORCING MESH (ENGINEER TO SPECIFY) LYSAGHT BONDEK® 1.0

SIKAPROOF A™ YELLOW SHEET FULLY BONDED COMPOSITE MEMBRANE

SCREED (MIN 50mm AT DRAIN) 1:100 FALL (MAX 123mm AT HOB) SL52 REINFORCING MESH LYSAGHT BONDEK® 1.0 RAMSET® SBR9 SACRIFICIAL FORMWORK PINS

1000 WB 322 EDGE BEAM ENCASED IN 100mm CONCRETE HOPELY® 800mm WEB TRUSS HOLMAN® 150x150 SQUARE MESH GRATE HOLMAN® PRESS CLASS PVC PIPE 60mm TO STORM-WATER COLLECTION

M12 FIXING BOLTS 5mm FLAT WASHER ALUMINIUM STIFFENER INSIDE MULLION

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COLOURBOND® PROFILE STEEL SHEETING SPANDEK™ PROFILE NIGHT SKY™ COLOURING GALVANISED BASE PLATE WELDED TO 250 PFC AND BOLTED TO CONCRETE

STACK JOINT

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SMOKE FLASHING 0.6mm THICK FOLDED GALVANISED STEEL SHEET GAPS FILLED WITH FIRE RESISTANT CAULKING FIRE STOP PROMSEAL® IBS KNAUFCLIMAFOAM® EXTRUDED POLYSTYRENE INSULATION 125mm

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STEEL GALVANISED OUTRIGGER M20 BOLTS AND WELDED BRACKET

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ASSIGNMENT INFORMATION

28 PROJECT

INFORMATION

TUTORIAL INFORMATION STUDENT INFORMATION

EMILY THOMAS - 760281

37 32

1000

2000 0

KINGSPAN® R2.0 RIGID INSULATION UNDER EDGE BEAM

RL 127.47

1000

ALL DIMENSIONS IN MM

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TUTORIAL 02 - JIYOUNG CHOI

FFL 127.90

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ASSIGNMENT 5.3 - CROWN AND PARAPET

TUTORIAL INFORMATION

TUTORIAL 02 - JIYOUNG CHOI EMILY THOMAS - 760281

SCALE

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GYPROK® SUPERTONE™ CEILING TILES BRIGHT WHITE PRE-FINISHED

PROJECT INFORMATION

SCALE

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BRADFORD GOLD ® R2.0 CEILING INSULATION BATTS

ASSIGNMENT INFORMATION

WESTERN BACE - SIX DEGREES ARCHITECTS WESTERN BACE - SIX DEGREES ARCHITECTS

STUDENT INFORMATION

SECTION K

FFL 130.30

SUSPENSION ROD 120 AND ONE PIECE SUSPENSION JOINER 356

AXONOMETRIC DRAWING - SECTION K AXONOMETRIC DRAWING - SECTION K

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GALVANISED BOLT PLATE M10x150mm

CARINYA® 250x200x50x6mm GALVANISED HEAVY DUTY ANGLE BRACKET M20 200mm BOLTS INTO ANCHOR

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150.00

18

2750.00

32

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CW100: 150 mm ENVIROTECH® UNITISED CURTAIN WALL SYSTEM (ALUMINIUM FINISHED IN NIGHT SKY™)

2750.00

32 2. Colourbond Coolmax Roofing 3. Folded MC1 Capping with Expressed Dripline38 on Substrate 4. Trimdeck Colourbond Lining 5. Girts between fascias 6. 600x150 mm Colourbond Box Gutter (Flashing under Coolmax roofing) 7. 45x90 timber battens @ 900 CTS max and Carty Holt Harvey Hyjoist 41 (Under) 8. R3.5 Insulation Batts 9. Metal Cladding 10. Rectangular Beam (Primary Structure) 11. R4.5 Insulation Panel between girts 12. Folded Colourbond capping over 200 mm thermal break rigid insulation 13. Concrete blockwork 14. Brickwork 15. N12 U bars, 600 CTS max 16. Hyjoist Beam 17. Rectangular hollow section, Hot galvanised bolts, 10 plate cleats 18. Clear double glazed windows, 6.38 mm safety glass 19. Selected window sub-sill, (20 mm thermal break rigid insulation under) 20. Aluminium door frame 21. Suspended slab, 150 Bondeck support 22. N12 @ 400 CTS max each way 23. N12 @ 400 CTS x 1000 long, 2-N20 Bottom extend 1000 past supports 24. Props 25. Carpet with 15 mm set down 26. Hollow core slab 27. Concrete beam (Neoprene bearing strip between slab and beam) 28. Precast concrete column (reidbar couplers connecting to hollow core slab, N20 cage bars reinforcement) 29. Yellow framed window 30. Slab trench mesh, 30 mm min cover 31. Brickwork 32. Cavity 33. Waffle slab, void under 34. N20 bars bottom @ 250 CTS max each way, N16 bars top @ 250 CTS Max each way 35. Concrete pad footing, 600 min 36. Fill – Admixed silt, clay, curshed basalt, brown/red (moderately dense, dry) 37. Soil profile – silty clay, high plasticity and extremely weathered basalt layers below 0.8 m 38. Basalt rock (refusal to probe) 39. Mass concrete (under pad footing) 40. 600 mm diameter bored pier to highly weathered basalt 41. Line of influence at 45 degrees

2750.00

19

SECTION K

ANODISED ALUMINIUM MULLION

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250x250 SQUARE HOLLOW SECTION 6.0 MM

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06

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25 MM WELDED BRACKET BOLTS TO 230PFC

section4,5,6 - sheet4 show s the section of the plant room

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CRYSTALOL® SOLAR ACTIVE FILM (FROSTED WHITE) APPLIED OVER TOUGHENED LAMINATED GLASS

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FFL 137.00

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250PFC GALVANISED 25X50 VERTICAL TOP HATS BOLTED TO PURLINS GALVANISED CHAIN LINK BOLTED TO TOP HATS FOR WORKER SAFETY C200-24 PURLIN BOLT FIXINGS M5x25mm

C100-10 PURLIN FFL 137.00

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CROWN TERMINATION LEVEL AND BMU SCALE 1:10

COLOURBOND® PARAPET CAPPING ROOF FLASHING NIGHT SKY™ COLOURING FORMED WITH 25mm OVERHANG

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32

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H3.1 TREATED TIMBER PACKER FORM 6 DEGREES SLOPE

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2000 NORTH ALL DIMENSIONS IN MM

NORTH

EMILY THOMAS

MODEL MAKING Various subjects and various years at Melbourne University Model making is one of my favourite parts of architecture as I love bringing my designs to life in the real world. For me, model making is about exploration and communication and brings another dimension to my ideas.

School Design - Studio Fire

Western BACE Building Model and Axonometric Construction Design

Canopy Model - Studio Air

Architectural Association Visiting School Cloud Models

Studio Earth - Concept Model 2016

Turtle - Ink 2017

Ballet Shoes - Ink Sketch 2019

Rabbit- Pencil Sketch 2018

Frog- Ink Sketch 2018

Chillies - Watercolour 2019

Kitchen - Perspective Sketch 2019

Arts West - Sketch Pencil 2019