Deon Cham - Architecture Portfolio 2021

2 0 1 9 _ ARCHITECTURE

2 0 2 1

POR T FO L IO

DE ON CHAM d cham1 9 96@ gmai l . c om 041 3 9 1 1 056

Hi my name is Deon Cham, welcome to my portfolio where I take you through my architecture journey throughout my masters degree at the University of Melbourne. The portfolio gathers some of the selected works that will showcase my interest in various design categories, types and scales. Always keen and passionate to make this world a better place and contribute to the built environment.

PROJECTS

01

02

03

REGROW

A LG A E - C O F F E E [INFRA]-SCULPTURE

LO S T & F O U N D : THE CRAFT OF PA PE R M A K I N G

04

05

06

BUDDHA ODYSSEY

MUSEUM OF GOLD

TALL OFFICE BUILDING

07

08

09

WO R K E X PE R I E N C E

T E A R D RO P S TO O L

MISCELLANEOUS

01 REGROW Disturbanism in Coupled Urban and Natural System 2019 Tutor : Justyna Karakiewicz, Theo Blankley Individual work

This project looks at emergent opportunities that bring manufacturing (including food production) back into the urban areas. The question asked is whether manufacturing can have positive impacts not only in terms of economic returns, diversifying employment, and increasing innovation, but also have a positive effect on the environment. Regrow focuses on recycling wasted coffee grounds through many ways of manufacturing in the urban context.

Coffee ground has significant environmental impact, however largely unaware by the public. Hence, the Bean Pavilion promotes and introduces innovative ways of coffee ground manufacturing to the audience.

Imagine being able to replace many takeaway coffee cups with biodegradable cups made from coffee grounds.

The Shroom Pavilion maufactures these cups and mushroom farming with coffee grounds collected from cafes. The architecture illustrates a natural language and acts as a medium to raise awareness of coffee ground.

BEAN PAVILION SYSTEM

SYSTEM

FAB LAB ROBOTICS LAB

COFFEE GROUND

COFFEE GROUND COLLECTOR

MACHINE WORKSHOP

INNOVATION

STUDENTS, UNIVERSITY

BIODEGRADABLE PRODUCTS

MAKER SPACE 3D PRINT LASER CUTTING RECYCLING USED PRODUCT

37

PRODUCED PRODUCED BY BY AN AN AUTODESK AUTODESK STUDENT STUDENT VERSION VERSION

PRODUCED PRODUCED BY BY AN AN AUTODESK AUTODESK STUDENT STUDENT VERSION VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION

SYSTEM

SHROOM PAVILION SYSTEM

CAFE

2

3

MIX MYCELIUM AND COFFEE GROUND

PACK 3D PRINTED MOLD WITH MIXTURE

PASTEURISE CUP

USED MUSHKEE CUP

COFFEE GROUND

MYCELIUM

COFFEE GROUND COLLECTOR

+ H20

MUSHKEE CUP PROCESS

4

PLACED ASIDE FOR GROWTH

5

ADD CELLULOSE ACETATE FOR WATERPROOFING

MUSHROOM

MUSHKEE CUP

PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION

STUDENTS, UNIVERSITY

1

DRYING & PACKAGING

DELIVERY

44

BEAN PAVILION

MSD

ELIZABETH MURDOCH

SCALE

1:50 @ A2

LEGEND 1

ENTRANCE. Entry from MSD

2

IN-STORE PROMOTION SPACE. Display and sell products made from coffee ground

3

ATRIUM. Viewers from pavilion obtain insights of the fabrication process

4

ANGLED WINDOW. Viewers from outside observe and learn about manufacturing with coffee ground

5

3D PRINTING ROOM. Facilitate innovative design with coffee ground

6

ROBOTICS LAB. Viewers from Extend to atrium to engage with viewers inside pavilion

7

MAKER SPACE. Space available for model making and experimentation

FUTURE EXPANSION COFFEE GROUND COLLECTOR

PHASE 1

COFFEE GROUND COLLECTOR 4

1 YEAR

2 3

1

ENTRANCE

PHASE 2

3 YEARS

6

7

5

PHASE 3

SHROOM PAVILION

BALDWIN SPENCER UNION HOUSE

SCALE

1:50 @ A2

LEGEND 1

COFFEE GROUND FILTER/COLLECTOR. Filter unwanted material from coffee ground

2

DISTRIBUTION ROOM. 1kg coffee ground placed in capsules

3

PNEUMATIC TUBE INPUT. Coffee ground in capsules sent upwards

4

MUSHROOM FACADE ATRIUM. Mushroom farming in modules with coffee ground as fertiliser

5

MUSHKEE CUP PROCESS. Mushkee cup production

6

PNEUMATIC TUBE OUTPUT. Mushkee cups produced sent downwards

7

DRYING & PACKAGING ROOM. Mushkee cup drying and packaging process

8

DELIVERY. Deliver mushkee cup to cafes in campus

FUTURE EXPANSION

PHASE 1

2 YEARS

5

PHASE 2

5 YEARS

4 6

PHASE 3 8 3

7

2

1

ENTRANCE

02 ALGAE - COFFEE [INFRA]-SCULPTURE Shortlisted - AA Prize for Unbuilt Work Competition 2021 Shortlisted - Architizer One Drawing Challenge 2021 2020 Group Work : Deon Cham, Jie jin, Heyu Lu

This research project is investigating the reinvention of urban infrastructure in the Post-Covid era. It aims to decentralise the existing infrastructural system that mainly serves the purpose of mass consumption. Hence, we propose a new type of “infra-sculpture” that can be localised, visualised, and popularised in the built environment. The idea intends to change how the public perceives infrastructural system, thus raising public awareness of current consumption practice and [bio] diversity. We propose two types of infra-sculptural systems: energy self-sufficient system using algae, and waste recycling system using wasted coffee ground. These two systems interconnect and coexist with one another, forming a self-sufficient ecosystem that is renewable and recyclable in terms of water and waste.

Ultimately, this proposal aims to echo the concept of coupled urban-natural systems. By creating a new set of self-sufficient infrastructural ecosystem, it decentralises the existing infrastructural framework with the localised, visualised, and popularised infra-sculptures.

“We challenge the current status quo of infrastructure and envision a self-sufficient and zero-waste infrasculpture”.

With Melbourne currently facing freshwater shortages, the establishment of algae-desalination infrasculpture will substitute freshwater with desalinated greywater for daily activities such as gardening, car-washing, and toilet flushing.

Seawater will be desalinated in the algaetowers near the coastline of Melbourne Bay and transported to the inner-land communities through its network. Concurrently, the byproducts of the desalination will be converted into electricity and heat, together with the biowaste as energy supply for the waste recycling infra-sculpture in the adjacent neighborhood. To achieve self-sufficiency, the algaetower is coupled with the energy-dependent waste recycling system.

Energy Self-Sufficient

X

[ Infra-sc

XWaste Recycling

culpture ]

The main objective of waste recycling infrasculpture is a response to the coffee culture of Melbourne. As Melbournians consume a large amount of coffee daily, the wasted coffee ground poses a threat to the environment. By recycling these coffee ground through different creative processes, we promote better efficiency of recycling, hence producing sustainable products with zero waste and ultimately, feeding it back to the community with value-added design. These interventions in the urban structure promote even more new interventions to appear. We can imagine how this could change our set of values and norms and how new knowledge is created, stimulating more innovation to happen.

03 LOST & FOUND : THE CRAFT OF PAPERMAKING Create l Curate 2020 Tutor : Yui Uchimura Individual work

The traditional craft of papermaking has been under a growing threat of neglect. However, once a lost craft soon to be discovered. Lost and Found is all about the craft and people. Through the process of papermaking, it aims to preserve the heritage of the craft, and contribute towards social, economic, and environmental sustainability. A sanctuary for expressing the art of the craft, this project facilitates the work of paper artisans and exhibitions. The overall design is derived from planar geometry similar to paper, forms inspired by the papermaking equipment, and a strong relationship with nature. Spaces flow from public to private, taking visitors through a journey of the craft’s process from raw material to the final product. The choice of materials, joinery, lighting, and details are inspired by scrutinising the craft’s process, tools and equipment, and the textural quality of the craft.

“The hand should express all knowledge, the mind should be clear and breathing should be tranquil…”

A

1

ELGIN STREET

PINKYS LANE

4 9

5

10

LEGEND :

8 6

3

1. Exhibition Space 2. Store 3. Storage 4. Workshop 5. Communal Toilet 6. Learning Area 7. Artisan Workspace 8. Courtyard 9. Dwelling 2 10. Dwelling 3

2 7

A

0

Ground Floor Plan

5

10m

3

PINKYS LANE

ELGIN STREET

5

4 7

1 6

LEGEND : 1. Dwelling 1 2. Communal Kitchen 3. Meeting Room 4. Bridge 5. Dwelling 2 6. Dwelling 3 7. Breakout Space

2

First Floor Plan

0

5

10m

Planar Geometry

1

Sun Bleaching

2

Cooking

Equipments & Joinery

3

Nature

4

Washing

5

Beating

50 mm

100 mm

6

Sheet Forming

7

Pressing

Drying

50 mm

MatteWhite Finish Linear Light Source 100 mm

Pulley Stopper Clip

Matte Black Metal Louvres Frosted Arcylic Paper

Sectional Perspective AA

0

2

5m

04 BUDDHA ODYSSEY Bathhouse 2019 Tutor : Hella Wigge Individual work

This project explores the experience of space as embodied beings through the highly charged environments of an inner urban Public Bathhouse.

“Lost in the hectic city, I heard a calm and tranquil sound.

The closer I approach, the more I discover. Immersed myself in a pool of water, a place that facilitates meditation like no other. I stumbled across a big tree, somehow waiting for a word with me. There were moments of pause, solitude and introspection as I travel from spaces to spaces. It felt like a journey...

A journey towards enlightenment.”

SITE PLAN 1:1000

HEALING COMMUNAL SPACE

RELAXATION POOL

DETAIL SECTION

1:10

BATHHOUSE MODEL

1:100

05 MUSEUM OF GOLD Thesis : DIG 2020 Tutor : Virginia Mannering Individual work

Since the gold rush in 1850, it has led to Melbourne’s city boom and became a success in the eyes of many.

However, these whiggish, triumphal narratives have uninformed the society on the subversive side of history during the gold rush. Although gold mining in Victoria has prompted beneficial to the economy, it caused the destruction and long term loss of ecological sustainability due to the perception of humans having sovereignty over nature, hence exploiting it at any cost to gain gold. In addition, despite the appealing aspect of modern architecture’s building materials as clean, abundant and neutral, most existing buildings in the city were built with mine waste.

The Gold Museum aims to exhibit the gold and mining collection to educate people about the history and contribution of gold to the rise of Melbourne City and the environmental damage towards the city due to the mining of gold. The museum plays an important role to convey the importance of the loss of the physical (environment) for the pursuance of the intangible (gold) through its architecture. The museum also questions the hypocritical idea of modern architecture, by making architecture the embodiment of the environmental damage.

SECTIO

ON CC

06 TALL OFFICE BUILDING Applied Architectural Technology 2019 Tutor : Marcin Polgar Group Work : Deon Cham, Bin Wang, Marissa Wong

The tower is built based on a simple square typology aligned on La Trobe St and Exhibition St. The lack of green space and connectivity around the site promoted the agenda of new lifestyle and nature back into the city.

This office tower has allowance of leasing depth, which enables efficiency and flexibility for the interior volume of the working space. The 20m high podium provides a space frame glazed canopy and an open public space to pedestrians. The designated setbacks reduce block sunshine for other surrounding buildings.

The square core of the tower is utilised for maximisation of tower space. The podium addressed zoning between retail and communal space, with communal facing directly towards La Trobe St, a strategic spot for transportation. The zoning of space creates separation as well as interconnectivity from one area to another.

The crown is angled and facing towards the north east direction to not only reduce the length, but also the intensity of shadows. It also creates a unique landmark of civic value for the tower. Interstitial spaces, or the mechanical levels provide breathing and circulation.

The tower is cantilevered and provides garden areas and comfortable breakout spaces.

DRAWN BY

SUBJECT

ABPL 90118 APPLIED ARCHITECTURAL TECHNOLOGY (SM1_2019)

BIN WANG 965932 DEON CHAM 783866 MARISSA WONG 1017605

TUTOR

MARCIN POLGAR

GROUP C

CROWN

SKYGARDEN

MECH

SKY RISE

HIGH RISE

SKYGARDEN

MECH

MID RISE

MECH

SKYGARDEN

LOW RISE

LOBBY

BACK OF HOUSE

RISE PODIUMN LOW-RISE MECH/GARDEN MID-RISE MECH/GARDEN HIGH-RISE MECH/GARDEN SKY-RISE TOTAL

FLOORS 3 15 1 15 1 15 1 15 64

GFA (m2) 21975 2027.7

NLA (m2)

EFFICIENCY

1586.5

78.2%

2027.7

1681.9

82.9%

2027.7

1681.9

82.9%

2027.7 143637

1755.9 100593

86.5% 82.6%

ASSIGNMENT 1

STACKING: PLANS AND SECTION

DRAWING NO.

A1.1

� Autodesk � � � � � � �

SUBJECT

ABPL 90118 APPLIED ARCHITECTURAL TECHNOLOGY (SM1_2019)

DRAWN BY

BIN WANG 965932 DEON CHAM 783866 MARISSA WONG 1017605

TUTOR

MARCIN POLGAR

ASSIGNMENT 3

ENVELOPE: TYPICAL GENERAL ARRANGEMENT

DRAWING NO.

A3.1

GROUP C



� Autodesk � � � � � � �

� Autodesk � � � � � � �

� Autodesk � � � � � � �

PRODUCED BY AN AUTODESK STUDENT VERSION DRAWN BY

SUBJECT

ABPL 90118 APPLIED ARCHITECTURAL TECHNOLOGY (SM1_2019)

ASSIGNMENT 4

BIN WANG 965932 DEON CHAM 783866 MARISSA WONG 1017605

TUTOR

MARCIN POLGAR

DRAWING NO.

PARAPET GENERAL ARRANGEMENT

A4.3

GROUP C

04 A4.3 WALKWAY PLATFORM

03 A4.3

BMU TRACK

01 A4.3

ROOF PLAN SCALE 1:300 @A2

03 A5.3

BONDEK SLAB

WALL MOUNT HANDRAIL

BMU TRACK

PARAPET FLASHING

CONCRETE PAVER

INSULATED SPANDREL UNIT

POLYPAD PEDESTAL

SS GRILLAGE

SCREED WITH WATERPROOF MEMBRANE TO DRAINAGE

05 A4.3

SS SPLICE PLATE SS SPADE BRACKET

ROOF DRAINAGE

02 A4.3

BMU CRADLE

UNITISED CERAMIC FRIT GLASS

CROWN PLAN STEEL TRANSOM

SCALE 1:300 @A2

04 A4.3

ROOF SECTION SCALE 1:50 @A2

ALUMINIUM PARAPET

01 A5.3

SCREED WITH WATERPROOF MEMBRANE TO DRAINAGE

UNITISED CERAMIC FRIT GLASS

PARAPET FLASHING BONDEK FORMWORK

ALUMINIUM FRAME

BMU CRADLE

STRUCTURAL STEEL BRACING

UNITISED CERAMIC FRIT GLASS

ALUMINIUM STACK JOINT

PARTIAL WEST ELEVATION SCALE 1:100 @A2

05 A4.3

CROWN SECTION SCALE 1:50 @A2

PRODUCED BY AN AUTODESK STUDENT VERSION

03 A4.3

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

02 A5.3

PRODUCED BY AN AUTODESK STUDENT VERSION DRAWN BY

SUBJECT

ABPL 90118 APPLIED ARCHITECTURAL TECHNOLOGY (SM1_2019)

ASSIGNMENT 5

BIN WANG 965932 DEON CHAM 783866 MARISSA WONG 1017605

PARAPET DETAILS

DRAWING NO.

A5.3

TUTOR

MARCIN POLGAR

GROUP C

1000MM STEEL BALUSTRADE REBATE IN CONCRETE SLAB TO CONCEAL FLOOR BRACKET BACKFILLED WITH GROUT NON-COMBUSTIBLE THERMAL INSULATION BELOW CEMENT SCREED

80MM THICK CEMENT SCREED WITH BITUMINOUS MEMBRANE

DRAINAGE

5O

4MM THICK FOLDED ALUMINIUM FLASHING TO PARAPET. PAINTED TO FINISH MATCH COLUMN SILL TRANSOM HOOK-ON BRACKET FIXED AT TOP WITH M12 BOLTS AND SUNK SCREW TO BACK OF MULLION

5O

PRIMARY ANGLE BRACKET PAINTED WITH BITUMINOUS PAINT LOCKED WITH ANCHOR BOLTS

LYSAGHT TOPSPAN 40 (40MM)

FIRESTOP BONDEK LYSAGHT STRUCTURAL STEEL DECKING 3MM ALUMINIUM FLASHING NON-COMBUSTIBLE THERMAL INSULATION BEHIND SPANDREL PANEL

400 X 400 MM SURDEX SHS

180X120 MM L-METAL BRACKET WITH FIXING ANCHOR BOLTS TO SHS TO SHS

FACE ANCHORAGE UNITISED SYSTEM ‘VIRIDIAN SPECTRACOLOUR’ LIGHT GREY COLOURED SINGLE GLAZED CERAMIC FRIT GLASS ALUMINIUM STACK JOINT

CROWN ROOF DETAIL SCALE 1:10 @A2

BUILDING MAINTENANCE UNIT ETERNOIVICA NM2 PEDESTAL HEIGHT 40MM - 70MM NON-COMBUSTIBLE THERMAL INSULATION BELOW CEMENT SCREED ANSTON 750MM X 750MM X 40MM CONCRETE PAVER DRAINAGE 80MM THICK CEMENT SCREED WITH BITUMINOUS MEMBRANE

FREELY LAID BMU TRACK 200MM THICK REINFORCED CONCRETE SLAB

CONCRETE PLINTH

02 A5.3

BMU RAIL SECTIONAL DETAIL SCALE 1:10 @A2 120 X 120 X 6 MM DURAGAL SHS

4MM THICK ALUMINIUM PARAPET FLASHING PANEL

5O 180X120 MM L-METAL BRACKET WITH FIXING ANCHOR BOLTS TO SHS AND STACK JOINT

WALL MOUNT HANDRAIL WITH EXPOSED FLATHEAD SCREW

UNITISED CURTAIN WALL STACK JOINT

ALUMINIUM STACK JOINT SPLIT MULLION

150X120 MM L-METAL BRACKET WITH FIXING ANCHOR BOLTS TO SHS STEEL BEAM NON-COMBUSTIBLE THERMAL INSULATION BELOW CEMENT SCREED

DRAINAGE

‘VIRIDIAN SPECTRACOLOUR’ LIGHT GREY COLOURED SINGLE GLAZED CERAMIC FRIT GLASS NON-COMBUSTIBLE THERMAL INSULATION BEHIND SPANDREL PANEL

6MM THICK ALUMINIUM PANEL LIGHT STEEL SECTION ZINCALUME

80MM THICK CEMENT SCREED WITH BITUMINOUS MEMBRANE

150X120 MM L-METAL BRACKET WITH FIXING ANCHOR BOLTS TO MULLION AND CONCRETE UPSTAND

‘VIRIDIAN SPECTRACOLOUR’ LIGHT GREY COLOURED GLASS SINGLE GLAZED

3MM THICK ALUMINIUM FLASHING

FACE ANCHORAGE UNITISED SYSTEM FIRE-STOP & VAPOUR BARRIER TO SLAB EDGE

PARAPET ROOF DETAIL SCALE 1:10 @A2

PRODUCED BY AN AUTODESK STUDENT VERSION

03 A5.3

STEEL TRANSOM

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

01 A5.3

WORKING DRAWINGS / CONSTRUCTION RELEASE FO RILEY MATTHEWS GENERAL NOTES

LOT 6 (No. 1140) GEELONG RD, MOUNT CLEAR

(NCC 2019 BCA VOL 2)

07

• ALL MATERIALS AND WORK PRACTICES SHALL COMPLY WITH, BUT NOT LIMITED TO THE BUILDING REGULATIONS 2018, NATIONAL CONSTRUCTION CODE SERIES 2019 BUILDING CODE OF AUSTRALIA VOL 2 AND ALL RELEVANT CURRENT AUSTRALIAN STANDARDS (AS AMENDED) REFERRED TO THEREIN. • UNLESS OTHERWISE SPECIFIED, THE TERM BCA SHALL REFER TO NATIONAL CONSTRUCTION CODE SERIES 2019 BUILDING CODE OF AUSTRALIA VOLUME 2.

• THE APPROVAL BY THIS OFFICE OF A SUBSTITUTE MATERIAL, WOR VARIATION OR THE LIKE IS NOT AN AUTHORISATION FOR ITS USE OR VARIATION. ALL VARIATIONS MUST BE ACCEPTED BY ALL PARTIES TO AND WHERE APPLICABLE THE RELEVANT BUILDING SURVEYOR PRIO ANY VARIATION.

GLAZING • GLAZING, INCLUDING SAFETY GLAZING, SHALL BE INSTALLED TO A THICKNESS SO AS TO COMPLY WITH: - BCA PART 3.6 FOR CLASS 1 AND 10 BUILDINGS WITHIN A DESIGN MORE THAN N3; AND - BCA VOL 1 PART B1.4 FOR CLASS 2 AND 9 BUILDINGS.

WORK EXPERIENCE

• ALL MATERIALS AND CONSTRUCTION PRACTICE SHALL MEET THE PERFORMANCE REQUIREMENTS OF THE BCA. WHERE A PERFORMANCE SOLUTION IS PROPOSED THEN, PRIOR TO IMPLEMENTATION OR INSTALLATION, IT FIRST MUST BE ASSESSED AND APPROVED BY THE RELEVANT BUILDING SURVEYOR AS MEETING THE PERFORMANCE REQUIREMENTS OF THE BCA. Abe McCarthy Architects

2021 THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT STRUCTURAL AND ALL OTHER CONSULTANTS’ DRAWINGS/DETAILS AND WITH ANY OTHER WRITTEN Director : Abe McCarthy INSTRUCTIONS ISSUED IN THE COURSE OF THE CONTRACT. Revit Documentation

SITE PLAN MEASUREMENTS IN METRES – ALL OTHER MEASUREMENTS IN MILLIMETRES UNLESS NOTED OTHERWISE. • FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. • THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY AND GENERAL WATER TIGHTNESS OF ALL NEW AND/OR EXISTING STRUCTURES DURING ALL WORKS.

WATERPROOFING • WATERPROOFING AND WATER RESISTANCE OF WET AREAS, BEING SHOWERS, SHOWER ROOMS, LAUNDRIES, SANITARY COMPARTMEN SHALL BE PROVIDED IN ACCORDANCE WITH AS 3740-2010: WATERP DOMESTIC WET AREAS.

ENERGY RATING REPORT • THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ANY HO (HERS) REPORT AND SHALL BE CONSTRUCTED IN ACCORDANCE WIT PLANS ENDORSED BY THE ACCREDITED THERMAL PERFORMANCE A ALTERATION.

This is one of the many residential projects that I STAIR CONSTRUCTION • THE BUILDER AND SUBCONTRACTORS SHALL CHECK AND VERIFY ALL DIMENSIONS, • STEP SIZES (OTHER THAN FOR SPIRAL STAIRS) TO BE: have worked on as an Architectural Graduate in Abe SETBACKS, LEVELS AND SPECIFICATIONS AND ALL OTHER RELEVANT DOCUMENTATION PRIOR TO THE COMMENCEMENT OF ANY WORKS. REPORT ALL DISCREPANCIES TO THIS RISERS (R) 190MM MAXIMUM AND 115MM MINIMUM McCarthy Architects.

Throughout my -experience OFFICE FOR CLARIFICATION. - GOING (G) 355MM MAXIMUM AND 240MM MINIMUM working in the office, I have been exposed the MAXIMUM AND 550MM MINIMUM - 2R + 1Gto = 700MM • THESE PLANS HAVE BEEN PREPARED FOR THE EXCLUSIVE USE BY THE CLIENT OF - WITH LESS THAN 125MM GAP BETWEEN OPEN TREADS. fundamentals of construction documentation for MCMASTER HOMES (‘THE BUILDER’) FOR THE PURPOSE EXPRESSLY NOTIFIED TO THE BUILDER. ANY OTHER PERSON WHO USES OR RELIES ON THESE PLANS WITHOUTconstruction THE ALL TREADS, LANDINGS AND THE LIKE TO HAVE A SLIP-RESISTANCE C projects based aroud standard techniques.

BUILDING DESIGNERS WRITTEN CONSENT DOES SO AT THEIR OWN RISK AND NO OF P3 OR R10 FOR DRY SURFACE CONDITIONS AND P4 OR R11 FOR RESPONSIBILITY IS ACCEPTED BY THE BUILDER FOR SUCH USE AND/OR RELIANCE.

• A BUILDING PERMIT IS REQUIRED PRIOR TO THE COMMENCEMENT OF THESE WORKS. THE RELEASE OF THESE DOCUMENTS IS CONDITIONAL TO THE OWNER OBTAINING THE REQUIRED BUILDING PERMIT. • THE CLIENT AND/OR THE CLIENT’S BUILDER SHALL NOT MODIFY OR AMEND THE PLANS WITHOUT THE KNOWLEDGE AND CONSENT OF BUILDING DESIGNER EXCEPT WHERE A REGISTERED BUILDING SURVEYOR MAKES MINOR NECESSARY CHANGES TO FACILITATE THE BUILDING PERMIT APPLICATION AND THAT SUCH CHANGES ARE PROMPTLY REPORTED BACK TO MCMASTER HOMES

CENTRO 22

CONDITIONS, OR A NOSING STRIP WITH A SLIP-RESISTANCE CLASSIF DRY SURFACE CONDITIONS AND P4 FOR WET SURFACE CONDITIONS

• PROVIDE BARRIERS WHERE CHANGE IN LEVEL EXCEEDS 1000MM A BENEATH LANDINGS, RAMPS AND/OR TREADS. BARRIERS (OTHER TH WIRE BARRIERS) TO BE: - 1000MM MIN. ABOVE FINISHED SURFACE LEVEL OF BALCONIES, L AND - 865MM MIN. ABOVE FINISHED SURFACE LEVEL OF STAIR NOSING - VERTICAL WITH LESS THAN 125MM GAP BETWEEN, AND ANY HOR WITHIN THE BARRIER BETWEEN 150MM AND 760MM ABOVE THE F FACILITATE CLIMBING WHERE CHANGES IN LEVEL EXCEEDS 4000MM SURFACE BENEATH LANDINGS, RAMPS AND/OR TREADS.

DESIGNERS IMPRESSION ONLY FINAL COLOURS AND MATERIALS ARE SUBJECT FOR CHANGE

Telephone (03) 5333 3881

PROJECT TITLE

CENTRO 23

5 3.4 10

101.20

00 1.

10

9 2.4 10

3 1.2 10 7 2.4 10

7 1.0 10

3 0.9 10

1 0.9 10

10 6 1.2

3 1.1 10

0 1.0 10

10 0.8 9

.85

8 1.0 10

100

2 1.1 10

6 0.8 10

POST & SLEEPER RETAINING WALL (UNDER CONSTRUCTION)

50290mm 74° 54' 00" 102.00

102.16

74°54'00" 50.29

10 3 1.4

SINGLE STOREY FRAME CLAD RESIDENCE

FENCE SUPPLIED BY OWNER

1.8m HIGH PALING F (POOR CONDITION)

LOT 7 GEELONG RD (EXISTING S/S RESIDENTIAL)

H

H

H

H

OUTBUILDING H

D

NATIVE H

1.5m HIGH PALING FENCE

8TK 0.6 10

5.9m OFFSET

FENCE SUPPLIED BY OWNER

TOP OF BATTER

3 1.0 10

101.00

7 0.6 10

2 0.9 10

0 100.8

15240mm 164° 54' 00"

1 2.7 10

7 0.7 10

LOT 6 No. 1140 ≈766 sqm

0 0.7 10

TAP

FFL : 100.730 - TBC

344°54'00" 15.24

1.8m HIGH C/BOND FENCE

MULTIPLE NATIVE & DECIDUOUS TREES 3-15m HIGH ACROSS REAR OF PROPERTY

1 2.8 10

BH2

BH1

FFL : 100.730 - TBC

3 3.0 10

10 2.0 3

0

4 0.6 10

1IL 0.3 10 WM

164°54'00" 15.24

GARAGE

PRIVATE OPEN SPACE 503m2

CONCRETE BY BUILDER

RAFT SLAB - FFL: 100.90 -TBC

LOT 6 767 sqm

0 1.9 10

7 0.8 10

1 00 .6

4 0.4 10

SCUP

5 0.5 10

ALFRESCO

.00

10 POST & SLEEPER 1 .

0 9 WALL RETAINING (UNDER CONSTRUCTION) 3 0.9 10

BOTTOM OF BATTER

PORCH

PROPOSED DWELLING

9 2.0 10

10 2

.80 101

POST & SLEEPER RETAINING WALL (UNDER CONSTRUCTION)

6 0.8 10

SR

0 0.7 10

3 0.7 10

2100LT RAINWATER TANK AND PUMP FOR SANITARY FLUSHING CONNECTED TO ALL TOILETS. NOTE: ALL DOWNPIPES DISCHARGE TO BE DIRECTED TO RAINWATER TANK VIA SEALED STORMWATER LINES. TANK OVER DISCHARGE DIRECTED TO LPOD.

FENCE SUPPLIED BY OWNER

4 1.6 10 0 1.6 10

101.40

101.20

101.00

10 1.0 0

8 0.8 10

ROW OF YOUNG DECIDUOUS TREES

0 0.5 10

7 0.4 10

100.40

10 0.3 7

10 0.2 9

GEELONG ROAD

74°54'00" 50.29

50290mm 254° 54' 00"

2 0.6 10

TK .93 99

BARR K&C

CONCRETE DRIVEWAY

BY OWNER

CONCRETE CROSSOVER TO COUNCIL REQUIREMENTS

BRICK WALL ON BOUNDARY

15240mm 344° 54' 00"

0.6m HIGH BRICK FENCE

3TW 3.9 10

REINSTATEMENT BY BUILDER

LETTER BOX

D

10 0.2 7

3.5m OFFSET

LOT 5 GEELONG RD (EXISTING S/S RESIDENTIAL)

SITE PLAN - WD 1 : 100

SITE PLAN 1:100

BUSHFIRE ATTACK LEVEL

BAL - 12.5

(C) COPYRIGHT MC MASTER DESIGNER HOMES PTY LTD ACN 103 943 362 - ABN 82 103 943 362 COPYRIGHT IN THIS DRAWING AND ALL WORKS EXECUTED FROM IT REMAINS THE PROPERTY OF MCMASTER DESIGNER HOMES ANY REPRODUCTION OF ALL THESE DOCUMENTS MUST HAVE THE APPROVAL OF THE BUILDER, MCMASTER DESIGNER HOMES

Telephone (03) 5333 3881 Facsimile (03) 5333 5402 714 Sturt Street Ballarat VIC 3350 w: mcmasterhomes.com.au

PROJECT TITLE

CENTRO 23

CLIENT NAME

RILEY MATTHEWS

R EV DATE AMENDMENT RELEASE 2 14/09/21 WD REV 1 1

PROJECT ADDRESS LOT 6 (No. 1140) GEELONG RD, MOUNT CLEAR DESIGN TYPE

ALFRESCO RESIDENCE PORCH AREA GARAGE SERVICE AREA TOTAL AREA

14.01 m² 144.33 m² 9.25 m² 36.82 m² 1.49 m² 205.92 m²

NON BUILT ON AREA SITE COVERAGE

568.10 m² 198.37 m²

74% 26%

PERMEABLE AREA IMPERMEABLE

535.84 m² 230.58 m²

70% 30%

SITE AREA

766.42 m²

PROJECT NUMBER: 1

NORT H

10/09/21 WD REV 0

CENTRO 22

DRAWING NUMBER: WD-03 of 15

DATE:

15-6-2021

STATUS:

DRAWN BY:

DD

PRINTED SHEET SIZE: A3

WORKING DWG SET 2

REVISION:

ARBV Registration #16466

Design office use only:

LAST PRINTED:

14/09/2021 1:17:04 PM

1 WD-10 22700 12280

240

BED 2

TILE

WIR

600h 2700w AWNING 2280 MM 90ØDP HEAD HT

600h 600w FIXED 2280 MM HEAD HT

TILE

600h 1500w90ØDP CJ SLIDING 2280 MM HEAD HT

600h 2700w AWNING 2280 MM HEAD HT

600h 2700w AWNING 2280 MM HEAD HT

90ØDP

90ØDP1500h 900w CJ SLIDING 2280 MM HEAD HT

6150 GARAGE

90

1 WD-11

240

3000 BED 3 2700 WIN

90 900 90 WC 1040 WIN

390

1900 BATH 1500 WIN

90 440

3000 BED 2 2700 WIN 15580 15340

90

1350 WIR 2030

90

3400 MASTER BED 2700 WIN

90 690

1400 ENS 900 WIN

90

240

ALFRESCO RESIDENCE PORCH AREA GARAGE SERVICE AREA TOTAL AREA

GROUND FLOOR PLAN 1:100 GROUND FLOOR PLAN 1 : 100

8480

4210

4300 240

90

ENSUITE CL

CJ

90

240 2340 720

450

2340 820

4300

TAP

CARPET

CARPET

BATH

TILED

MASTER BEDROOM

1020

POLY BASE

2400 MM HEAD HT

2340 820

3700

TILE

SD

2100h 800w CJ FIXED

3700

WC

2340 720

R/A

FFL 100.730

90

LIFT-OFF HINGES 2340 720

ROBE

2050

CONCRETE

240

HALL

2340 820

1020

2 PANEL SINGLE SLIDING DOOR D. GLAZING

2400 2700

3880

ALFRESCO

90ØDP

CJ

6150

-170MM STEP DOWN

3700

CARPET

6630 240

1270

BED 3

1100

SD

2340 820

90

TAP

90 1090

LINEN

ROBE

PLANK

BENCH OVERHANG 2050

850

1455

FAMILY FFL 100.900

90 1111

TRUSS GIRDER DIRECTION

PNTRY 90

MEALS PLANK

S DW

90ØDP

TAP

2400 MM HEAD HT

PLANK

2340 720

CJ

TRH

90

FFL 100.730

KITCHEN

TRH

CONCRETE

4299

GARAGE

1455

900MM B'HEAD APPLIANCES OVER

3500 ALFRESCO

TR

90 2340 820

NBN

O/H CBD

1500h 1800w SLIDING

90ØDP

240

2100LT RAINWATER TANK AND PUMP

90

1000

FFL 100.900

1500 MM HEAD HT

FRIDGE 2340 720

D. GLAZING

D. GLAZING

450h 2640w FIXED

4280 6850

1090

PLANK

509 90

1520 285

PLANK

CARPARKS (INTERNALS) 6.13m x 5.48m

5480

4800MM WIDE COLORBOND ROLLER GARAGE DOOR

LDRY

INSULATED WALL

2350 MM 2350 MM HEAD HT HEAD HT 2000h 600w 2000h 600w AWN AWN

INSULATED WALL 6130

-170MM STEP DOWN

-170MM 90 1050 STEP DOWN -170MM STEP DOWN

ENTRY

CJ 4490

2040 820

2040 1500

90 460

CJ 3340

CARPET

CJ

5350

5500 90

240 1000

90ØDP

PORCH

SD

380

9410 5590

WM

90

LIVING

90

240 545 350 600 350 600 350

FFL 100.730

CJ

DRIVEWAY BY OWNER

CJ

600

FFL 100.730

90ØDP SLIDING DR

90ØDP

3020

9730 KITCHEN/MEALS/FAMILY

1150

3240 ENTRY

1800 WIN

900

180

1110 90

900

4310 LIVING

2640 SPLASHBACK WIN 2660 KITCHEN

510

1440 1145 LDRY DOOR 1650 90 850 90 LAUNDRY 90 1320 90 PANTRY

90

950

7405

240

1200

2040

300

330

TR

4310

250 650

240

NON BUILT ON SITE COVERAGE

BUSHFIRE ATTACK LEVEL

BAL - 12.5

PERMEABLE AR IMPERMEABLE SITE AREA

BUSHFIRE A

RL 105320 RIDGE LEVEL

50 ° 22.

TITLE BOUNDARY

TITLE BOUNDARY

BAL

22.5 0°

SELECTED COLORBOND ROOF @ 25 DEGREES

RL 103475 U/S CEILING TRUSS SELECTED FACE BRICK VENEER 2575 U/S TRUSS

RENDERED 50MM MASTERWALL SELECTED FACE BRICK VENEER

WOOD LOOK PVC ROLLER GARAGE DOOR. HEIGHT TBC ON SITE GRADE SURFACE TO COMPLY WITH NCC 3.1.3.3

RL 100900 GND FLR CJ

CJ

RL 105320 RIDGE LEVEL

TITLE BOUNDARY

FRONT ELEVATION 1 : 100

NORTH ELEVATION 1:100

0° 22.5

SELECTED COLORBOND ROOF @ 25 DEGREES

22.5 0°

RL 103475 U/S CEILING TRUSS 450MM LINED EAVES

RL 105320 RIDGE LEVEL

CJ

CJCJ

RAINWATER TANK

LEFT ELEVATION 1 : 100

SELECTED FACE BRICK VENEER

22.5 0°

0° 22.5

GRADE SURFACE TO BUSHFIRE COMPLY WITH NCC 3.1.3.3

ATT

BAL - 1

TITLE BOUNDARY

TITLE BOUNDARY

RL 100900 GND FLR

SCYON AXON SHEET CLADDING

SELECTED COLORBOND ROOF @ 25 DEGREES

RL 103475 U/S CEILING TRUSS

SELECTED COLORBOND ROOF @ 25 DEGREES

SELECTED FACE BRICK VENEER

50 ° 22.

WOOD LOOK PVC ROLLER GARAGE DOOR. HEIGHT TBC ON SITE GRADE SURFACE TO COMPLY WITH NCC 3.1.3.3

RH

CJ

(C) COPYRIGHT MC MASTER DESIGNER HOMES PTY LTD ACN 103 943 362 - ABN 82 103 943 362 COPYRIGHT IN THIS DRAWING AND ALL WORKS EXECUTED FROM IT REMAINS THE PROPERTY OF MCMASTER DESIGNER HOMES ANY REPRODUCTION OF ALL THESE DOCUMENTS MUST HAVE THE APPROVAL OF THE BUILDER, MCMASTER DESIGNER HOMES

CENTRO 22

RE V DATE AMENDMENT RELEASE 2 14/09/21 WD REV 1 1

CJ

CJ

CJ

RH

RAIN HEAD

RS

COLORBOND ROOF SHEETING

WD

ALUMINIUM FRAMED GLAZED

HWS

HOT WATER SYSTEM

MB

METERBOX

NBN

NBN COMM. BOX

AJ

ARICULATION JOINTS (INDICA

CJCJ

15-6-2021

DRAWN BY:

DD

RAINWATER TANK

SELECTED FACE BRICK VENEER

22.5 0°

2575 U/S TRUSS

1:100

CJ

SCYON AXON SHEET CLADDING

RE V DATE AMENDMENT RELEASE 2 14/09/21 WD REV 1

REVISION: Design office use only:

SELECTED FACE BRICKWORK

RB

RENDERED BRICKWORK

WB

FC WEATHERBOARD

N.G.L

NATURAL GROUND LEVEL

DP

DOWNPIPE

RH

RAIN HEAD

RS

COLORBOND ROOF SHEETING

WD

ALUMINIUM FRAMED GLAZED WI

HWS

HOT WATER SYSTEM

MB

METERBOX

FB

NBN NBN COMM. BOX SELECTED FACE BRICKWORK

RB

RENDERED BRICKWORK AJ ARICULATION JOINTS (INDICATIVE

WB

FC WEATHERBOARD

NORTDP H

22.5 0°

DRAWING NUMBER

DOWNPIPE DATE:

15-6-2021

STATUS:

RH

RAIN HEAD DRAWN BY:

DD

PRINTED SHEET SIZ

RS

COLORBOND ROOF SHEETING ARBV Registration #16466

REVISION:

Design office use only: LAST PRIN ALUMINIUM FRAMED GLAZED WINDOWS AND DOORS

HWS

HOT WATER SYSTEM

MB

METERBOX

NBN

NBN COMM. BOX

AJ

ARICULATION JOINTS (INDICATIVE LOCATION ONLY)

RE V DATE AMENDMENT RELEASE 2 14/09/21 WD REV 1

CENTRO 23

CLIENT NAME

RILEY MATTHEWS SELECTED FACE BRICKWORK VENEER PROJECT ADDRESS LOT 6 (No. 1140) GEELONG RD, MOUNT CLEAR

1

PROJECT NUMBER: 1

10/09/21 WD REV 0

GRADE TO COMPLY DESIGN TYPESURFACE CENTRO 22

DATE:

15-6-2021

DRAWN BY:

DD

2575 U/S TRUSS

RENDERED 50MM MASTERWALL

ARBV Registration #16466

WITH NCC 3.1.3.3

DRAWING NUMBER: WD-08 of 15 STATUS:

CJ

REVISION:

CJ SELECTED FACE BRICK VENEER

WEST ELEVATION RIGHT ELEVATION 1:100 1 : 100

SIONS PRIOR TO ORDERING OR SHOP FABRICATION ATERIALS ARE TO COMPLY WITH THE BCA AND AUSTRALIAN STANDARDS CT SPECIFICATIONS FOR PRODUCT TYPE AND FINISHING.

KEY / LEGEND FB

WORKING DWG SET

PRINTED SHEET SIZE: A3

Design office use only:

CJ

W

WD

RH

PROJECT TITLE

LAS

KEY / LEGEND

N.G.L PROJECT NATURAL GROUND 1 LEVEL NUMBER:

10/09/21 WD REV 0

TITLE BOUNDARY

RL 103475 U/S CEILING TRUSS

KEY / LEGEND

GRADE SURFACE TO COMPLY WITH NCC 3.1.3.3

1

PRINTED SHEET

ATTACK LEVEL

FB

RAINWATER TANK

REAR ELEVATION 1 : 100

STATUS:

BAL - 12.5

TITLE BOUNDARY

TITLE BOUNDARY

CJ

DRAWING NUM

DATE:

GRADE SURFACE TO COMPLY WITH NCC 3.1.3.3 BUSHFIRE

LEFT ELEVATION EAST ELEVATION 1 : 100

RL 100900 GND FLR

DOWNPIPE

22.5 0°

RIGHT ELEVATION 1 : 100

• VERIFY ALL DIMENSIONS PRIOR TO ORDERING OR SHOP FABRICATION • ALL WORKS AND MATERIALS ARE TO COMPLY WITH THE BCA AND AUSTRALIAN STANDARDS RL 105320 RIDGE LEVEL • REFER TO CONTRACT SPECIFICATIONS FOR PRODUCT TYPE AND FINISHING. • SEE BUILDING NOTES OR AS PER WALL MANUFACTURERS DETAILS FOR TIMBER WALL & LINTEL MEMBER SIZES. 0° • SURFACE WATER TREATMENT BCA 3.1.3.3. NCC VOLUME 2 CLAUSE 3.1.3.3(B) 22.5 • SURFACE WATER DRAINAGE - THE HEIGHT OF THE SLAB-ON-GROUND ABOVE EXTERNAL FINISHED SURFACES SELECTED (PAVED COLORBOND ROOF @ 25 DEGREES • MUST BE NOT LESS THAN 50MM ABOVE IMPERMEABLE OR CONCRETE AREAS) • THAT SLOPE AWAY FROM THE BUILDING AT A MIN. 50MM OVER THE FIRST 1M OR 150MM IN ANY OTHER CASE RL 103475 U/S CEILING TRUSS • REFER TO CIVIL ENGINEERS PLANS FOR ALL FOOTING AND RETAINING WALL, • DRAINAGE LOCATIONS, DETAILS AND DISCHARGE POINTS TO RELEVANT AUTHORITY REQUIREMENTS. • REFER TO CIVIL ENGINEERS PLANS FOR ALL FINISHED CUT AND FILL LEVELS AND BATTER REQUIREMENTS. • REFER TO CIVIL ENGINEERS PLANS FOR ALL DRIVEWAY, CONCRETE PAD FOOTING DESIGNS • ARTICULATION JOINTS AS PER ENGINEER'S SPECIFICATION. SELECTED FACE BRICKWORK VENEER • WHERE ARTICULATION IS NOMINATED ADJACENT TO ANY EXTERNAL • WINDOW OR DOOR A CONTINUOUS FLEXIBLE JOINT IS TO BE PROVIDED • FOR THE FULL HEIGHT OF THE WALL DIMENSIONS PRIOR TO ORDERING OR SHOP FABRICATION • REFER BUSHFIRE NOTES FOR ANYRL ADDITIONAL SPECIFICATIONS 100900 GND FLR AND MATERIALS ARE TO COMPLY WITH THE BCA AND AUSTRALIAN STANDARDS ONTRACT SPECIFICATIONS FOR PRODUCT TYPE AND FINISHING. G NOTES OR AS PER WALL MANUFACTURERS DETAILS FOR TIMBER WALL & LINTEL MEMBER SIZES. ATER TREATMENT BCA 3.1.3.3. NCC VOLUME 2 CLAUSE 3.1.3.3(B) PROJECT TITLE CENTRO 23 ATER DRAINAGE - THE HEIGHT OF THE SLAB-ON-GROUND ABOVE EXTERNAL FINISHED Telephone (03) 5333 SURFACES 3881 CLIENT NAME RILEY MATTHEWS Facsimile (03) 5333 5402 OT LESS THAN 50MM ABOVE IMPERMEABLE (PAVED OR CONCRETE AREAS) 714 Sturt Street AWAY FROM THE BUILDING AT A MIN. 50MM OVER THE FIRST 1M OR 150MMBallarat IN ANY OTHERPROJECT CASE ADDRESS LOT 6 (No. 1140) GEELONG RD, MOUNT CLEAR VIC 3350 VIL ENGINEERS PLANS FOR ALL FOOTING AND RETAINING WALL, w: mcmasterhomes.com.au (C) COPYRIGHT MC MASTER DESIGNER HOMES PTY LTD ACN 103 943 362 - ABN 82 103 943 362 COPYRIGHT IN THIS DRAWING AND ALL WORKS EXECUTED FROM IT REMAINS THE PROPERTY OF MCMASTER DESIGNER HOMES DESIGN TYPE CENTRO 22 OCATIONS, DETAILS DISCHARGE POINTS TO RELEVANT AUTHORITY REQUIREMENTS. ANY REPRODUCTIONAND OF ALL THESE DOCUMENTS MUST HAVE THE APPROVAL OF THE BUILDER, MCMASTER DESIGNER HOMES VIL ENGINEERS PLANS FOR ALL FINISHED CUT AND FILL LEVELS AND BATTER REQUIREMENTS. 105320 CONCRETE RIDGE LEVEL VIL ENGINEERS PLANS FOR ALLRLDRIVEWAY, PAD FOOTING DESIGNS 50 ° ON JOINTS AS PER ENGINEER'S SPECIFICATION. 22.

CULATION IS NOMINATED ADJACENT TO ANY EXTERNAL R DOOR A CONTINUOUS FLEXIBLE JOINT IS TO BE PROVIDED SELECTED COLORBOND ROOF LL HEIGHT OF THE WALL @ 25 DEGREES FIRE NOTES FOR ANY ADDITIONAL SPECIFICATIONS

SIGNER HOMES PTY LTD ACN 103 943 362 - ABN 82 103 943 362 ND ALL WORKS EXECUTED FROM IT REMAINS THE PROPERTY OF MCMASTER DESIGNER HOMES ESE DOCUMENTS MUST HAVE THE APPROVAL OF THE BUILDER, MCMASTER DESIGNER HOMES

NATURAL GROUND LEVEL

DP

ARBV Registration #16466

RL 100900 GND FLR

Telephone (03) 5333 3881 Facsimile (03) 5333 5402 714 Sturt Street Ballarat VIC 3350 w: mcmasterhomes.com.au

FC WEATHERBOARD

N.G.L

SELECTED FACE BRICK VENEER

SELECTED COLORBOND ROOF @ 25 DEGREES

450MM LINED EAVES

RENDERED BRICKWORK

WB

PROJECT NUMBER: 1

10/09/21 WD REV 0

0° 22.5

RL 103475 U/S CEILING TRUSS

SELECTED FACE BRICKWORK

RB

CJ

WITH NCC 3.1.3.3

DESIGN TYPE

RL 105320 RIDGE LEVEL

22.5 0°

FB

2575 U/S TRUSS

TITLE BOUNDARY

RAINWATER TANK

SELECTED TITLE CENTRO 23 FACE FRONTPROJECT ELEVATION BRICKWORK VENEER CLIENT NAME RILEY MATTHEWS 1 : 100PROJECTGRADE SURFACE TO COMPLY ADDRESS LOT 6 (No. 1140) GEELONG RD, MOUNT CLEAR

Telephone (03) 5333 3881 Facsimile (03) 5333 5402 714 Sturt Street Ballarat VIC 3350 w: mcmasterhomes.com.au 100900 GND FLR

KEY / LEGEND

TITLE BOUNDARY

TITLE BOUNDARY

REAR ELEVATION 1 : 100

22.5 0°

BAL - 12.5

GRADE SURFACE TO COMPLY WITH NCC 3.1.3.3

2575 U/S TRUSS

RL

CJ

50 ° 22.

2575 U/S TRUSS

TITLE BOUNDARY

RL 100900 GND FLR

• VERIFY ALL DIMENSIONS PRIOR TO ORDERING OR SHOP FABRICATION RL 105320 RIDGE LEVEL • ALL WORKS AND MATERIALS ARE TO COMPLY WITH THE BCA AND AUSTRALIAN STANDARDS • REFER TO CONTRACT SPECIFICATIONS FOR PRODUCT TYPE AND FINISHING. • SEE BUILDING NOTES OR AS PER WALL MANUFACTURERS DETAILS FOR TIMBER WALL & LINTEL MEMBER SIZES. • SURFACE WATER TREATMENT BCA 3.1.3.3. NCC VOLUME 2 CLAUSE 3.1.3.3(B) • SURFACE WATER DRAINAGE - THE HEIGHT OF THE SLAB-ON-GROUND ABOVE EXTERNAL FINISHED SURFACES • MUST BE NOT LESS THAN 50MM ABOVE IMPERMEABLE (PAVED OR CONCRETE AREAS) • THAT SLOPEU/S AWAY FROM TRUSS THE BUILDING AT A MIN. 50MM OVER THE FIRST 1M OR 150MM IN ANY OTHER CASE RL 103475 CEILING • REFER TO CIVIL ENGINEERS PLANS FOR ALL FOOTING AND RETAINING WALL, RL 105320 RIDGE LEVELAUTHORITY REQUIREMENTS. • DRAINAGE LOCATIONS, DETAILS AND DISCHARGE POINTS TO RELEVANT RENDERED 50MM MASTERWALL • REFER TO CIVIL ENGINEERS PLANS FOR ALL FINISHED CUT AND FILL LEVELS AND BATTER REQUIREMENTS. • REFER TO CIVIL ENGINEERS PLANS FOR ALL DRIVEWAY, CONCRETE PAD FOOTING DESIGNS SELECTED FACE BRICK VENEER • ARTICULATION JOINTS AS PER ENGINEER'S SPECIFICATION. SELECTED COLORBOND ROOF • WHERE ARTICULATION IS NOMINATED ADJACENT TO ANY EXTERNAL @ 25 DEGREES • WINDOW OR DOOR A CONTINUOUS FLEXIBLE JOINT IS TO BE PROVIDED • FOR THE FULL HEIGHT OF THE WALL RL 103475 U/S CEILING TRUSS RL 100900 FLR ADDITIONAL SPECIFICATIONS • REFER BUSHFIRE NOTESGND FOR ANY RENDERED 50MM MASTERWALL

SOUTH ELEVATION 1:100

BUSHFIRE ATTACK LEVEL

2575 U/S TRUSS

SELECTED FACE BRICKWORK VENEER

SELECTED FACE BRICKWORK

RB

RENDERED BRICKWORK

WB

FC WEATHERBOARD

2 LAST PRINTED:

13/10/2021 5:56:54 PM

BUSHFIRE ATT

BAL - 1

RL 105320 RIDGE LEVEL 22.5 0°

0° 22.5

COLORBOND METAL ROOF SHEETING FIXED TO METAL ROOFING BATTENS AT OVER MGP PINE ROOF TRUSSES AT 600MM CENTRES. BRACE AND TIE DOWN TO MANUFACTURERS SPECIFICATIONS

SEE TRUSS MANUFACTURERS DETAILS

NOTE: TRUSS MANUFACTURER TO ENSURE CONTINUOUS ROOF PLANE

1 WD13

RL 103475 U/S CEILING TRUSS

COLORBOND FASCIA / GUTTER STANDARD CORNICE THROUGHOUT

WATER RESISTANT CEILING LINING

ENSURE WALL SARKING MATERIAL COMPLIES WITH AS/NZS 4200.1 AND NCC PART 3.8.7.2 (a)(iii) & (iv) AND IS TO BE INSTALLED IN ACCORDANCE WITH AS/NZS 4200.2.

FFL 103.465

10MM PLASTERBOARD LINING

SELECTED FACE BRICKWORK

ROBE

BED 2

REFER TO THERMAL PERFORMANCE ASSESSMENT FOR INSULATION REQUIREMENTS

MEALS FALL FINISHED SURFACE MIN 50MM OVER FIRST 100MM FROM BUILDING LINE IN ACCORDANCE WITH NCC 3.1.2.3

SLAB REBATE DEPTH TBC BY ENGINEER SEE BUILDING NOTES AND WALL MANUFACTURERS NOTES FOR TIMBER LINTEL MEMBER SIZES

RL 100900 GND FLR

2 WD13 SEE ENGINEERS PLANS AND DETAILS FOR RAFT CONCRETE SLAB DESIGNS AND DESTAILS

SECTION AA 1 SECTION AA 1 : 50

NOTE: CONSTRUCTION DETAIL TO BE USED AS A GUIDE FINAL DETAILS TO BE DETERMINED BY ENGINEER AND BUILDER TO BE APPROVED BY BUILDING SURVEYOR

NOTE: ENGINEERING

LDING SPECIFICATIONS FOR FURTHER DETAILS

AND SUBCONTRACTORS SHALL CHECK AND VERIFY ALL DIMENSIONS, VELS AND SPECIFICATIONS AND ALL OTHER RELEVANT DOCUMENTATION COMMENCEMENT OF ANY WORKS. REPORT ALL DISCREPANCIES TO THIS LARIFICATION.

WATERPROOFING OF WET AREAS, BEING BATHROOMS, SHOWERS, SHOWER ROOMS, LAUNDRIES, SANITARY COMPARTMENTS AND THE LIKE SHALL BE PROVIDED IN ACCORDANCE WITH AS 3740-2010: WATERPROOFING OF DOMESTIC WET AREAS.

LINE WALLS WITH 10mm PLASTERBOARD AND PAINT FINISH. LINE CEILINGS WITH 10mm PLASTERBOARD AND PAINT FINISH. FC LINING TO EAVES, AWNINGS AND PORTICO - REFER TO FLOOR SELECTED COLORBOND CUSTOM ORB PLAN. ROOF SHEETING @22.5 DEGREES NGS SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT STRUCTURAL FOR SLAB DESIGN. ER CONSULTANTS DRAWINGS/DETAILS AND WITH ANY OTHER&WRITTEN SARKING INSULATION TOC.S.O.G ENERGY- TYPICAL CONCRETE RAFT SLAB. SEE ENGINEERS PLANS AND5DETAILS 0° 22.

REPORT REQUIREMENTS S ISSUED IN THE COURSE OF THE CONTRACT. BRICKWORK TO BE AS SHOWN ON ELEVATIONS, 1:1:6 MORTAR WEEPHOLES EVERY 4th. PERP ON 1st TIMBER ROOF TRUSS TO TRUSS COURSE CLEAR OF FINISHED GROUND LEVEL AND BRICKWORK TO EXTEND TO AT LEAST FINISHED LS AND WORK PRACTICES SHALL COMPLY WITH, BUT NOT LIMITEDFABRICATOR TO: DESIGN& GROUND LEVEL. G REGULATIONS 2018, NCC SERIES 2019 BUILDING CODE OF AUSTRALIA VOL SPECIFICATION METAL WALL TIES TO AS. 2699 SPACED AT 460 HORIZONTAL AND 610 VERTICAL ALL BRICKWORK TO LEVANT CURRENT AUSTRALIAN STANDARDS (AS AMENDED) REFERRED TO COMPLY WITH A.S. 3700 TIMBER FRAMING

RWISE SPECIFIED, THE TERM NCC SHALL REFER TO NCC SERIES 2019 DE OF AUSTRALIA VOLUME 2.

IF FRAME AND LINTELS ARE TO BE PRE-FABRICATED, WALL MANUFACTURER TO SUPPLY OWNER AND BUILDING SURVEYOR SPECIFICATIONS BRACING TO WALL MANUFACTURERS SPECIFICATIONS.

LS AND CONSTRUCTION PRACTICE SHALL MEET THE PERFORMANCE TS OF THE NCC. WHERE AN ALTERNATIVE SOLUTION IS PROPOSED THEN, LEMENTATION OR INSTALLATION, IT FIRST MUST BE ASSESSED AND THE RELEVANT BUILDING SURVEYOR AS MEETING THE PERFORMANCE TS OF THE NCC.

ROOF @ 22.5 PITCH WITH 40mm TOPSPAN METAL ROOF BATTENS AT MAXIMUM 900 CENTRES, OVER MPG PINE ROOF TRUSSES AT 900 ENTRES BRACE AND TIE DOWN TO MANUFACTURERS SPECIFICATIONS. INSPECTOR ON REQUEST. ALL TO COMPLY WITH LOADING CODE AS 1170 MANUFACTURER TO SUPPLY COMPUTATIONS AND DETAILS TO BUILDING.

SELECTED COLORBOND FASCIA / GUTTER

MECHANICAL EXTRACTION AND DISCHARGE OF EXHAUST CORNICESYSTEMS IS TO BE AT A RATE OF: NOT LESS THAN 25 L/s FOR BATHROOM AND SANITARY COMPARTMENTS AND NOT LESS THAN 40 L/s SHALL BE MGP PINE (OR SIMILAR APPROVED) FOR KITCHEN AND LAUNDRY AS PER NCC PART 3.8.7.3.

PINE BOTTOM PLATES THROUGHOUT 10MM PLASTERBOARD 12 PINE TOP PLATES TO LOAD BEARING WALLS WHERE AN EXHAUST SYSTEM DISCHARGES INTO ATIMBER ROOF SPACE, THE ROOF SPACE MUST E VENTILATED PINE TOP PLATES TO NON LOAD BEARING WALLS WALL FRAMING TO THE OUTDOOR AIR THROUGH EVENLY DISTRIBUTED OPENINGS A PER NCC PART 3.8.7.4 PINE STUDS AT 450mmFC FOR SINGLE STOREY AND FIRST FLOOR FRAME LINED EAVES 430 PINE STUDS AT 450mm FOR LOWER STOREY OF TWO20STOREY FRAME 450 ENSURE WALL SARKING MATERIAL COMPLIES WITH AS/NZS 4200.1 AND NCC PART 3.8.7.2 (a)(iii) & (iv) PINE NOGGINGS AT MAXIMUM 1350mm CENTERS DOWNPIPE EXTERNAL WALL WRAP AS4200.1 VAPOUR AND IS TO BE INSTALLED IN ACCORDANCE WITH AS/NZS 4200.2.

RACE IN ACCORDANCE WITH AS. 1684 PERMEABLE TO COMPLY WITH NCC 3.8.7.2

REFER TO ENGINEER & TRUSS MANUFACTURES STRUCTURAL LAYOUT PLAN FOR ALL BEAM AND COLUMN LOCATIONS.

SMOKE DETECTORS TO BE INSTALLED IN ACCORDANCE WITH AS 3786 AND COMPLY WITH PART 3.7.2 OF THE NCC/

THESE PLANS ARE TO BE READ IN CONJUCTION WITH ENGINEERS PLANS ENGINEERS PLANS SUPERCEDE ANY AREAS OF DISCREPANCY AND WHERE ADDITIONAL MEMBERS ARE INDICATED THAT ARE NOT SHOWN ON THESE PLANS.

ALL STEPS AS REQUIRED DUE TO SITE CONDITIONS ARE TO BE IN ACCORDANCE WITH BCA PART 3.9.1 AND HAVE A MAXIMUM RISER HEIGHT OF 190mm AND A MAXIMUM TREAD LENGTH OF 355mm ALL TREADS, LANDINGS AND THE LIKE TO HAVE NON SLIP FINISH OR SUITABLE NON-SKID STRIP NEAR EDGE OF NOSING WHERE THE BUILDING (EXCLUDES A DETACHED CLASS 10) IS LOCATED IN A TERMITE PRONE AREA, THE AREA TO UNDERSIDE OF BUILDING AND PERIMETER IS TO BE TREATED AGAINST TERMITE ATTACK ALL STORMWATER TO BE TAKEN TO THE LEGAL POINT OF DISCHARGE TO THE RELEVANT AUTHORITIES APPROVAL INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITY REQUIREMENTS

ALL BEAMS SHOWN AND MEMBER SIZES STATED ARE TO BE CONFIRMED BY ENGINEER.

REFER TO ENGINEERS PLANS, SPECIFICATIONS AND DETAILS FOR FINAL SIZES AND CONNECTION DETAILS. REFER TO ENGINEERS PLANS, SPECIFICATIONS AND DETAILS FOR FOOTINGS DESIGN MEMBER SIZES AND LAYOUT. REFER TO ENGINEERS PLANS, SPECIFICATIONS AND DETAILS FOR SLAB SHOWER OUTLET DESIGN. REFER TO ENGINEERS PLANS, SPECIFICATIONS AND DETAILS FOR RETAINING WALL DESIGN AND DETAILS.

SURFACE WATER MUST BE DIVERTED AWAY FROM BUILDING AS FOLLOWS: FINISHED GROUND LEVEL ADJACENT TO BUILDING MUST FALL 50mm OVER THE FIRST 1m FROM THE BUILDING FINISHED SLAB HEIGHT MUST NOT BE LESS THAN 50mm ABOVE IMPERMEABLE (PAVED OR CONCRETE) AREAS THAT SLOPE AWAY FROM THE BUILDING IN ACCORDANCE WITH ABOVE OR 150mm IN ANY OTHER CASE

MIXER

FOR INSULATION REQUIREMENTS REFER TO THERMAL PERFORMANCE ASSESSMENT Telephone (03) 5333 3881 Facsimile (03) 5333 5402 714 Sturt Street Ballarat VIC 3350 w: mcmasterhomes.com.au

PROJECT TITLE

CENTRO 23

CLIENT NAME

RILEY MATTHEWS

RE V DATE AMENDMENT RELEASE 2 14/09/21 WD REV 1

1050

HEDULE FOR TIMBER FRAMING MEMBER SIZES

DESIGNER HOMES PTY LTD ACN 103 943 362 - ABN 82 103 943 362 G AND ALL WORKS EXECUTED FROM IT REMAINS THE PROPERTY OF MCMASTER DESIGNER HOMES THESE DOCUMENTS MUST HAVE THE APPROVAL OF THE BUILDER, MCMASTER DESIGNER HOMES

GLAZING, INCLUDING SAFETY GLAZING, SHALL BE INSTALLED TO A SIZE, TYPE AND THICKNESS SO AS TO COMPLY WITH: - NCC PART 3.6 FOR CLASS 1 AND 10 BUILDINGS WITHIN A DESIGN WIND SPEED OF NOT MORE THAN N3; AND - NCC 2012 NCC VOL 1 PART B1.4 FOR CLASS 2 AND 9 BUILDINGS

850

NG NOTES

1:50

1900

WD10

PROJECT ADDRESS LOT 6 (No. 1140) GEELONG RD, MOUNT CLEAR DESIGN TYPE

CENTRO 22

1

SCREED TILE ADHESIVE PROJECT NUMBER: 1 HORIZONTALLY

DRAWING NUMBE

DATE:

15-6-2021

STATUS:

DRAWN BY:

DD

PRINTED SHEET SI

NORT H

10/09/21 WD REV 0

ARBV Registration #16466

W

REVISION: Design office use only:

LAST PRI

FULL TILES ONLY TO PERIMITER OF SHOWER BASE. NO CUT TILES

TYPICAL 450MM EAVE DETAIL WD13 1:10

POLY SHOWER BASE DETAIL WD12 1:20

1

1

TYPICAL 450MM EAVE DETAIL 1 : 10

TYPICAL POLY SHOWER BASE ELEVATION 1 : 20

WALL INSULATION 90MM TIMBER WALL FRAME - AS PER AS1684.2010 10MM PLASTER BOARD

SELECTED FACE BRICKWORK

CLIENT APPROVAL SIGNATURE

DOWNPIPE

PROJECT TITLE CLIENT NAME

EXTERNAL WALL WRAP AS PER AS4200.1 VAPOUR PERMEABLE TO COMPLY WITH NCC 3.8.7.2. INSTALLED IN STRUCT ACCORDANCE WITH MANUFACTURERS BONSHAW 17 - EXPRESSIONS OPTION 3 REV: DESCRIPTION: DESIGN AND INSTALLATION SPECIFICATIONS AND AS JONATHON MILLANE 4200.2

PROJECT NUMBER: 1

PROJECT ADDRESS LOT 320 CORMORANT GRANGE, WINTER VALLEY MDF SKIRTINGS DESIGN TYPE

JASPER 20 OPTION 2

17-6-2021

DRAWN BY:

Author

PRINTED SHEET SIZE:

ARBV Registration #16466

TBC

SLAB REBATE DEPTH TBC BY ENGINEER (C) COPYRIGHT MC MASTER DESIGNER HOMES PTY LTD ACN 103 943 362 - ABN 82 103 943 362 COPYRIGHT IN THIS DRAWING AND ALL WORKS EXECUTED FROM IT REMAINS THE PROPERTY OF MCMASTER DESIGNER HOMES ANY REPRODUCTION OF ALL THESE DOCUMENTS MUST HAVE THE APPROVAL OF THE BUILDER, MCMASTER DESIGNER HOMES

Telephone (03) 5333 3881 Facsimile (03) 5333 5402 714 Sturt Street Ballarat VIC 3350 w: mcmasterhomes.com.au

A3

REVISION:

SHOWER

WET AREA PLASTERBOARD TILE ADHESIVE APPROED APPLIED WATERPROOF WALL MEMBRANE

3:34:31 PROJECT TITLE 27/09/2021 BONSHAW 17PM - EXPRESSIONS OPTION TO CONTINUE UP 3WALL 1800MM

CLIENT APPROVAL SIGNATURE

WEEP HOLES

FALL FINISHED SURFACE MIN 50MM OVER FIRST 100MM FROM BUILDING LINE IN ACCORDANCE WITH NCC 3.1.2.3

DATE:

DRAWING NUMBER: DD 02 of 14 SILICONE BEAD WORKING DWG SET STATUS:

WALL FRAME 10MM PLASTER BOARD

CLIENT NAME

JONATHON MILLANEWALL TILE

SILICONE BEAD

PROJECT ADDRESS LOT 320 CORMORANT GRANGE, WINTER VALLEY DESIGN TYPE

JASPER 20 OPTION 2

MDF SKIRTINGS POLY BASE

WATER PROOFING MEMBRANE CONCRETE SLAB / FOOTING REFER TO ENGINEERS DESIGNS / SPECIFICATIONS FOR DETAILS

APPROVED APPLIED WATERPROOF MEMBRANE TO ALL SURFACES IN RECESS

BRICK VENEER / FOOTING DETAIL WD13 1:10 2

BRICK VENEER / FOOTING DETAIL 1 : 10

6 WD12

TYPICAL WET AREA / POLYBASE 1:2 TYPICAL WET AREA / POLY BASE DETAIL 1 1:2

REV:

DESCRIPT

08 TEARDROP STOOL Wooden Furniture Workshop 2020 Tutor : David Fedyk, Joshua Stevens Group Work : Deon Cham, Tetwey Chen

The design of the Teardrop Stool is driven by the desire to push the boundaries of timber veneer, moulding in more than one directional movement at the same time, with the aid of a vacuum bag moulding process. After multiple prototyping and experimentation, the teardrop shaped was formed. This form allows the veneer to be used structurally, supporting loads despite with just two leg modules. Each leg comprises of ten sheets of 0.6mm karri veneer, a durable Australian hardwood that produces an interlocked grain. The seat also uses similar type of veneer. These veneers are binded together, layer by layer using a mixture of epoxy resin and slow hardener before attaching them onto the mould and into the vacuum bag.

After 24 hours, the moulded veneers are then taken out for sanding. The epoxy resin that seeps out through the grains of the veneer gives an additional aesthetic value to the finishing of the modules, a beautiful reflective quality.

The teardrop void adds functional value to the stool for holding daily objects, such as magazines, newspapers and others.

“A timeless piece reminiscing a part of historical event”.

09 MISCELLANEOUS 2020 Individual work

01. Tram 35 - Fineliner Pens 02. Annonymous Pineapple - Fineliner Pens 03. Villa Kokkonen by Alvar Alto - Hand Model 04. Rabbit in Wonderland - Fineliner Pens

01

03

02

04

H I R E ME