Architecture Portfolio - Chris Chng

PORTFOLIO

Jun Wei Chng (Chris)

Graduate of Architecture Masters of Architecture & Bachelor of Design University of Melbourne

ABOUT ME I am a graduate of Master of Architecture degree from the University of Melbourne. With my one and a half year of industry experience, I have focused on multiple residential projects and have experienced many different stages in the design industry. I am efficient and experienced in working with ArchiCAD, Sketchup, Rhino, Adobe Suites, construction drawings, documentation, detailing and compiling presentations. Moreover, a quick learner, especially with softwares, and have excellent coordination skills.

My particular interest in architecture derives in sustainable design & interior design. Always having an eye for material palettes and mood boards. Furthermore, implementing those ideas to industry scenarios while also focusing on the brief. On the otherhand, I have always included sustainable design options in parts of my educational projects. I have always had a passion towards a clean environment as we need to provide back towards the current environment that allows for technologies and other opportunities to arise.

I hope my vision and design thinking are conveyed through this portfolio, that I hope you very much enjoy.

WORK EXPERIENCE JUN WEI CHNG (CHRIS)

Graduate of Architecture

November 2022 - Present

MODO Architecture (Michael Ong Design Office) -

Melbourne, Victoria

Working extensively through different residential projects (new builds, renovations & townhouses).

Interior concept design to create presentation moodboards and joinery drawings.

Coordinating and communicating with engineers, building surveyors, builders and clients during different stages of design.

Creating town planning & construction documentations.

Proposing effective architectural and interior design ideas and solutions.

Graduate of Architecture

October 2022 - November 2022

McSteen Tan Architects -

Melbourne, Victoria

Working on residential projects in the town planning phase while providing technical support for the firm.

PERSONAL INFO Student of Architecture (Internship) jwchris99@gmail.com

BKC Construction Firm

+61 404 498 398

-

December 2019 - Febuary 2020 Penang, Malaysia

Helping out as an CAD drafter.

Assisting in S.P.Setia, Amansara South, King Fisher Bridge.

Malaysian Citizenship Australian PR

E D U C AT I O N LANGUAGES English Mandarin

HARD SKILLS Rhinoceros SketchUp ArchiCAD Revit

Master of Architecture

July 2020 - July 2022

University of Melbourne Focused on Environmental Sustainability and Urban Planning in Design Elective choices.

Bachelor of Design

August 2017 - July 2020

University of Melbourne Completed Bachelor’s Degree with a Specialisation in Environmental Sustainability.

Foundation Studies

July 2016 - July 2017

Trinity College, The Univeristy of Melbourne

Adobe Suites V-Ray

ACHIEVEMENTS

Enscape

Bachelor & Master MSDx SOFT SKILLS Creative thinking Leadership skills Clear communication Coordination skill Attention to detail Teamwork skills Critical thinking Analytic skill

July 2017 - December 2021

Bachelor of Design & Masters of Architecture, University of Melbourne -

Selected works exhibited in MSDx during education years

REFERENCE Michael Ong (Architect) Director at MODO Architecture +61 437 879 833 michael@mo-do.net https://www.mo-do.net/

Contents

INDUSTRY EXPERIENCE 01

PORT RESIDENCE

02

BRIGHT RESIDENCE

03

IRIS RESIDENCE

2023

New Build

2024

Renovation & Extension

Present

New Build

EDUCATION EXPERIENCE 04

Re-imagining Weeds

2022

Masters Thesis Studio

Depicting the near future after climate change with the help of a Weeds Centre & a Seed Bank.

05

Re-establishing Connections

2021

Masters Studio

The Basin’s Cultural Art Centre

06

Re-lux Bath

2021

Masters Studio

Embodying the practice of bathing in a Luxury Bathhouse.

07

CMG Tower Masters Construction Elective

Understanding the structural systems of a High-rise Tower

Present

01 INDUSTRY EXPERIENCE RESIDENTIAL PROJECT - NEW BUILD

PRACTICE MODO Architecture (Michael Ong Design Office) PROJECT Port Residence YEAR 2023 (Currently in Construction) Contributions • • • • •

ArchiCAD & SketchUp modelling Documentation & detailing Enscape Visualisation Material Selection Joinery Design

Involved during design development and documentation stage. I worked with the structural and civil engineers to provide design solutions to suit the required structure. This includes communicating and coordinating with the building surveyor and engineers while also making sure the clients are well informed. Primarily working in ArchiCAD while also using SketchUp and Enscape to create interior renders for presentations.

7

//

Port Residence

78 OXFORD ST

76 OXFORD ST

78 OXFO

RL +27.96

2,730 FFL +22.63

830

RL +22.20

FCL +22.20

FCL +22.20

DT-23 606

D12

D01

BR01

KITCHEN

3,000

ECL02

RL +19.15

FFL +19.20

FFL +19.20

S03

Proposed Section 3 1:100

title boundary

RL +27.96

RF01 roof cladding to align with wall cladding

concealed box gutter

concealed box gutter RL +25.53

title boundary

FCL +25.23

S03 401

600

604

90

1,606

90

1,1157,303 90

90

110

90

7,083

1,115

2,320

90

700

1,210

6,886 9,796

110

7,763

900

90

3,020

2,410

03.08.2023

R79 & 82

240

740

240

750

TITLE BOUNDARY

1,226

89°47' 35.00

300

2,600

120 12090 1,569 320 240

90

2,500 240 30

110

5,483

110

sump 150D x 1075W 5. Ensure stud wall framing with noggins are suitable for fixing wall mounted joineries and fixtures i.e towel rails & rolls in specified locations. Refer to 1:20 interior drawings for further details.

DT-22 603

Proposed Elevations

PROJECT NO.

6. Tanking System for walls below ground- Ardex WPM 3000X Shelterseal rip & stick SL05face of wall and sheet tanking membrane (or approved equivalent) to external Geosheet CS15F 15mm thick drainage system between wall & backfill. Connection of Geosheet to strip drain to be confirmed with Structural Engineer. Tanking system specified here are to be installed by approved applicator and to manufacturesnom. 1275mm x 665mm skylights specifications. Refer to sectional details for further details on extent of tanking locations.

SCALE @ A1

1:100, 1:1

301

ROOF RF02

03

REVISION

N box gutter size 300W - 1:100 fall to NCCC requirements with concealed sump and overflow pop

MODO Architecture Pty Ltd

FIRST FLOOR WALL CLADDING RIBS ON BACK FACADE TO FOLD OVER ROOF RIB REFER TO DETAILS

www.mo-do.net info@mo-do

02

05.12.2023

CD01

01

05.09.2023

R79 & 82, TP01 RFI

ISSUE

DATE

NOTES

5,543

PROJECT

78 Oxford St, Newport

CLIENT

Joseph Meseha & Amanda Galea

DWG

Prop. Finishes & Openings Ground Floor Plan

DATE

SCALE @ A1

MODO Architecture P/L These drawings are the copyright of MODO Architecture and are not to be reproduced without written approval. Figured dimensions take precedence over scale. Drawings to be read in conjunction with General Notes page, refer to architects for further information as required.

4,030

FALL

ROOF

1:1, 1:50

REVISION

4,730

RF02 SL02

4,873 sump 150D x 600W

400

1.00°

ROOF RIB TO BE FOLDED DOWN TO MEET RIBS ON WALL CLADDING REFER TO DETAILS

1.00°

box gutter size 150D x 300W

120

box gutter 1:100 fall to NCCC requirements with concealed sump and overflow pop

250 300

FALL

1,163

RF02

ROOF

300

1,583 2,483 3,033

ROOF

FALL

6,860

300

SL03 box gutter size 300W - 1:100 fall to NCCC requirements with concealed sump and overflow pop

sump 150D x 600W

box gutter size 300W - 1:100 fall to NCCC requirements with concealed sump and overflow pop

250 300

water tank above ground

box gutter 1:100 fall to NCCC requirements with concealed sump and overflow pop

TITLE BOUNDARY

14,726 120

8,486

269°49' 35.00 120

13,307

220

250 8,356

13,647

DETAILED DESIGN SET 2/5/2024

5,543

nom. 1275mm x 665mm skylights

box gutter size 300W - 1:100 fall to NCCC requirements with concealed sump and overflow pop

DATE

DWG

5/12/2023

3,456

1.00°

SL01

nom. 665mm x 1885mm skylights

6,500

02

05.09

01

03.08

ISSUE CD01

DATE

PROJECT

7

CLIENT

J

DWG 78 Oxford St, Newport

P

NOTES

MODO Architectur Joseph Meseha & Amanda Ga

230703

207Proposed Sections 02

MODO Architecture Pty Ltd

TITLE BOUNDARY

RF01

05.09.2023

ISSUE

NO.

120

1.00°

FALL

27.17°

ROOF

SL04

02

CLIENT PROJECT

179°58'30" 15.32

27.17°

FALL FALL

TITLE BOUNDARY

359°58'30" 15.30

RF02

ROOF

05.12.2023

DWG NO.

GARDEN ROOF

WALKWAY

03

PROJECT

RF01

6,140

510

90

230703

DWG box gutter size 300W - 1:100 fall to NCCC requirements with concealed sump and overflow pop NO. DATE 5/12/2023

4. Stud location in wall framing shown on plans are indicative only.

6,140

240

240

DETAILED DESIGN SET 5/12/2023 FOR CONSTRUCTION 5/12/2023

5,500

Joseph Meseha & Amanda Galea

110

4,016

90 9,079 6,180

3,300 1,680

600

481

240

240

700

4,751

150

RF02

DWG

110

4,000

4,196 3,034

179°58'30" 15.32

150

90

90

FFL +19.20

4,151

120

11,960

ROOF

CLIENT

RF02

DETAIL 2 CONS 03 05.12 2

5,819

90

NOTES ROOF RIB TO BE FOLDED DOWN TO MEET RIBS ON WALL CLADDING REFER TO DETAILS

78 Oxford St, Newport

1.00°

DATE

w

DRIVEWAY

title boundary

1,500

300

9,461

8,826

box gutter 1:100 fall to NCCC requirements with concealed sump and overflow pop

1.00°

FALL

90

MODO Architecture P/L These drawings are the copyright of MODO Architecture and are not to be reproduced without 7. Refer to Energy Raters report to insulation specification written approval. Figured dimensions take precedence over scale. Drawings to be read in conjunction with General Notes page, refer to architects for further information as required.

STRUCTURAL MEMBERS Please refer to engineer's drawings for more details

650 90

150

01

GENERAL LEGEND WALL TYPE LEGEND Careful and thorough consideration of all drawings and notations is Door reference number : refer to drawing Window and Door schedules for details.

(To be read in conjunction with external finishes legend) gutter Window size 300W 1:100schedules fall to NCCC with concealed sump and overflow pop to be made to ensure any work required to be done by affected Window reference number : refer tobox drawing and- Door for requirements details.

1. Refer to structural engineers drawings and specifications. sub-contracting trades is cross-referred in order to ensure details or Downpipe : refer to roof plan drawing for further details. notations omitted in one document and not in another are included Structural columns & members : refer to Structural Engineers drawings for details.

2. Unless otherwise noted, use 10mm plasterboard for internal cladding in the sump 150D except x 1075W in these works. Refer such instances to the architect for Wall Finishes : Refer Internal Elevations & FFE schedule for details. wet areas - use water resistant plasterboard and/or CSR fibre cement sheet suitable GARDEN confirmation or correction. for fixing ceramic wall tiles and stone panels. Allow for 3 coat system paint finish to GT - Garden Water tap, Brass FLOORonly.

WALL CLADDING RIBS ON all plasterboard, refer to interior drawings for further details.

All rendered images are to be used for referenceFIRST purposes WM - Water Meter FRONT FACADE TO FOLD OVER ROOF RIB Refer to 2D drawings for construction.

AGI - AGI Drain REFER TO DETAILS 3. Internal cladding shown on these floor plans, but not dimensioned. Refer to HWU - Hot water unit sections, details and 1:20 interior joinery drawings for further details.

All waterproofing is to be carried out in accordance with AS 3740.

Ensure all external areas are graded away from the dwelling with a minimum grade of 1:100 for at least 1 metre from dwelling.

240

1,334

TP01 RFI

PROJECT RF02

180

22,002

05.09.2023 401 S05

756

2,210

FALL

110 300

CD01

240

02

ISSUE

1,240

400 300

5,683

4,030

4,730

The drawings, specifications, schedules and any reports referred to as part of the complete specification are to be considered as cooperative documents. Any work omitted from the specification and/or reports but inferred or present in the drawings, or vice versa, is to form part of this contract.

90

50 90

1,000

90

8,615

90

PLANS NOTES

Documents to be read concurrently including drawings, specifications, schedules and reports. Builder must notify architect of omission or conflict in drawings and their relation to specifications, schedules and/or reports.

8,760

830

876

8,826

S03 401

05.12.2023

box gutter 1:100 fall to NCCC requirements with concealed sump and overflow pop

Proposed Section 6 1:100

1,105 90 1,060

LIVING & DINING

S04 401

03

1,816

ROOF

GENERAL NOTES Check dimensions on site against documentation before proceeding with the work of the contract.

step

310

KITCHEN 35.00 269°49'

90

1,216

14,726

6,490

Prop. Ground Floor 1:50 1:50

3,946

90

1,995

90

FALL

6,160

90 1,620

1,820

FCL +22.20

existing fence 2m high

TITLE BOUNDARY

1,115

RL +22.90

roof overhang

7,652

300 250

existing paling fence 2m high

90 120

90

7,423

90

step

90

D04

614

seating bbq

pool equipment

1,594

7,673

2,377

1,206

concealed downpipe size nom. 90 diameter

gas fireplace

tv cabinet

water tank 2000L connected to at least 1 flush mechanism of the dwelling and is provided with a minimum of 50m2 catchment area

external areas are graded away from the dwelling with a minimum grade of 1:100 for at least 1 metre from the dwelling.

column position to allow for gutter & sump above

WT01 cabinets

260

6,730

6,160

S06 401

3,000

FALL

1,218

120

concealed downpipe size nom. 90 diameter

kitchen cabinets

-1.00°

2,550

LAUNDRY

110

1,650

roof overhang

D11 D10

concealed downpipe size nom. 90 diameter

WT01

DETAILED DESIGN SET 5/12/2023 POWDER FOR CONSTRUCTION 5/12/2023 rainhead downpipe size nom. 90 diameter

WT01

90

3,000

19R(181 mm) 18G(249 mm)

430 3,000

D06

D12

STUDY

W06

610

600

PANTRY FFL +19.20 FF01

pantry cabinets

WT01 cupboard & benchtop

5,820

6,110

3,500

kitchen cooktop

WT04

concealed downpipe in joinery size nom. 90mm

FF01

concealed downpipe size nom. 90 diameter

GARAGE

90

dining table

WT04

FB01 stairs (hori)

FFL +19.20

LAUNDRY

BEDROOMFFL+19.20 3

D15

existing fence 2m high

140

FB02

FFL +19.20 FF01

STAIRS

WT01 240

240 WT01

90

LIVING

240

1,570

full height cupboard

D16

D14

900

FFL +19.20

D13

1,040

RL +18.75

FF01

11

FF01

RL +19.20

KITCHEN

12

4,743

D05

90 1,080

BATH 1

#DrgID #LayID WT02

S01 401

1,895

90

90 910

1,720 810

2,660 90

90

850 90

1,600

90 640

WT04

VERANDAH

750

WT04 13

RISER - 181mm GOING -249mm

full height cupboard

2,320

G01

3,590

FF01

external areas are graded away from the dwelling with a minimum grade of 1:100 for at least 1 metre from the dwelling.

240 310

15

14

full height cupboard

GARAGE FFL +19.15

240

1,720

359°58'30" 15.30 TITLE BOUNDARY

6,520 240

90

90

90

2,730 2,600

vanity

WT04

9

pool equipment location indicatively shown dashed

1,483

POWDER FFL +19.20 TL01

10

4,549

full height cupboard

16

FCL +22.20

8

WT05

plumbing stack concealed in wall

BEDROOM 2

968

WT04 full height cupboard

90

slope ends

#DrgID #LayID

kitchen island

17

title boundary

19

step

D01

2,600

WT04 UP

18

FFL +22.74

full height cupboard

D04

board direction

401 S02

FALL external areas are graded away from the dwelling with a minimum grade of 1:100 for at least 1 metre from the dwelling.

WT04

WT04

RL +19.15

1,100

TURF

RL +19.20 FB02

90

2,265 1,620 7,686

FFL +19.20 FF01

existing paling fence

C

2,600

3,000

W04

DINING FFL +19.20 FF01

D08

WT04

TITLE BOUNDARY

title boundary

slope starts

shower to grade 1:80

D07

WT04 HALLWAY

DRIVEWAY

GSPublisherVersion 0.44.100.100

step

DT-09 601

FCL +25.23

WT04

WT02

WT02

810

DT-08 601

WT01

concealed downpipe size nom. 90 diameter

FB01

full height cupboard

WT04

ENTRY RL +19.15 FF02

WALKWAY RL +19.15 FF02

FALL

S06

flat screen wall over existing paling fence to create non climbable zone to meet AS 1926.1 pool gate swinging outwards & to be self closing

W05

WT01

WT04

FFL +19.20

750

BR01

P06

beach area

1,980

3,233

bar

WT04

STUDY

90

90

Proposed Section 4 1:100

WT04

WT05

2,730

90 968

1,581

5,343 90

FB01

7

4,620

S04

FFL +19.20

study desk

plumbing stack concealed in wall

WIR FFL +19.20

WT04

roof overhang

2,209

W01a

FFL +19.20 FB01

POOL refer to pool drawing for more details

WT05

3

1,620

PAVING/DECK

RL +19.00 NGL shown dashed

WT02

1

790 title boundary

D09

concealed downpipe size nom. 90 diameter

FB01

S06 401

5,250

in-pool bench

6

5,673

4,023

BEDROOM 1 concealed downpipe size nom. 90 diameter

RL +22.90

6,850

pool gate swinging outwards & to be self closing

step

GYM

RL +27.96

D03

WT02

FCL +21.70

ENSUITE

740

existing paling fence 2m high

flat screen wall over existing paling fence to create non climbable zone to meet AS 1926.1

RL +19.00

240

600

35.00 89°47' FFL +19.20

step

WT08

FALL external areas are graded away from the dwelling with a minimum grade of 1:100 for at least 1 metre from the dwelling.

D02

930

8,246 90

STUDY

HALLWAY 4,751

step

ENSUITE 1 FFL +19.20

waterstop floor sill bar

built-in robe

catively shown dashed

121

LAUNDRY 2,150

90

shower

vanity

401 S02

02

900

PAVING

WT02

shower screen to be Grade A safety glass

2,020

1,650

bath

WT01

WT05

B

RL +27.96

90

2,625

WT06

1,200

PANTRY

8,786

D14 4,757

3,776

concealed downpipe size nom. 90 diameter

W03

WT04

S01 401

3,646

90

TITLE BOUNDARY

TL01

07

894

1,879

4,463

concealed downpipe size nom. 90 diameter

W02

concealed downpipe size nom. 90 diameter

FFL +22.63

90

980

90

step

1,016

450

1,068

step

1,124 min. 1m

FALL

2,890

120

A

concealed box gutter

1,900

3,030 120

90

3,646

FFL +19.20

external areas are graded away from the dwelling with a minimum grade of 1:100 for at least 1 metre from the dwelling.

W01b DT-18 606

2,110

2,710 90

900

13,780 7,763

4,096

90

8,780

90

300

DT-01 604

FCL +25.23

120 2,890

40mm step down

240

to comply with relevant standard

58

3,590 120

90 900

2,782

electrical meter box set in flush with brick min 1m clear from fence

980

4,500

1,222

4,096 4,200

240

240

Proposed North Elevation 1:100

90

2,000 120

step

4,490 3,532 1,050

E04

1,090

7,290

390

3,312

4,415

step

120 390 390

1,700 625

5,660

ENSUITE 2

FFL +19.20

FCL +22.20 1,798

1,381

D21

18,201

FCL14,966 +21.80

1,000 120

BEDROOM 1

W01b behind screen HALLWAY

BEDROOM 3

4

step

4,729

3

FFL +22.63

FCL +21.80 concealed box gutter

TB01

BR01

step

3,694 4,490

196

D07

ceiling structure & ac ECL02 ductingbehind screen

W02

gate

WIR

FFL +22.63

5

STUDY

2

866

1,316

FFL +19.20 390

D09

S04 401

RL +19.18

830

behind screen

DT-13 605

1

2,600

W01b

FFL +22.58

RL +22.20

board direction

FCL +25.23

ECL02

BR01

2,600

D18

BALCONYFCL +21.80

401 S05

830 MASTER BED

4,072

4,000

FCL +25.23

W05

BR01

2,600

2,600

8,760

430 3,000

WIR TB01 FFL +19.20

2,000

concealed box gutter

FFL +22.58

ECL02 behind screen

1,232

EL01

4

22.20

board direction

ECL02

2,730 title boundary

ECL02

2,730

title boundary

FFL +22.63 FCL +22.20 ceiling structureTB01 refer to engineering drawings DT-06 606 AC ducting

cladding direction

ECL01

RL +27.96

DT-06 606

TB01

2,600

2,730

2,600

RL +27.96

RL +22.90 FCL +25.23

2

RL +25.53

W13

cladding to align with window

240

2,730

title boundary

FIRST FLOOR WALL CLADDING RIBS ON FRONT FACADE TO FOLD OVER ROOF RIB REFER TO DETAILS RL +27.96

concealed box gutter

Proposed West Elevation 1:100

title boundary

Proposed West Elevation 1:100

RL +27.96

ENSUITE 2

POOL

E02

FCL +25.23

W04

DINING

flush to adjoining wall

FFL +19.20

E02

BR01

2,730

W01a behind screen

EC DT-23 606

FFL +19.20

ECL03 G01

ECL01

EL01

ECL01

exposed rafters referTB01 to engineering details ECL02 W01a board direction behind screen

ECL02

board direction

D19

RL +22.20

W08

2,600

700

FFL +22.63

DT-03 EL01 601

TB01

DINING

RL +22.90

behind screen RL +22.90

behind screen

1,600

balustrade glazing

ECL01

W05

FCL +21.80

W12 ECL03

RL +22.20

FCL +21.80

2,600

Port Residence

FFL +22.63

ECL01

700

D19

W09

W10

cladding to align with window

TB01

3,000

8,760

2,600

DT-04 606

RL +20.50 ECL02

cladding direction

balustrade glazing

ECL02

FCL +25.23

BR01

2,600

cladding direction

RL +22.18

DT-02 604

FIRST FLOOR WALL CLADDING RIBS ON FRONT FACADE TO FOLD OVER ROOF RIB DT-04 REFER TO DETAILS 606

ECL01

RL +25.53

FCL +25.23 W09

ECL01

title boundary

FCL +25.23

8,760

cladding direction

RL +25.53

RL +27.96 title boundary

ECL01

FIRST FLOOR WALL CLADDING RIBS ON FRONT FACADE TO FOLD OVER ROOF RIB REFER TO DETAILS RL +25.53

+25.46

window location

title boundary

FIRST FLOOR WALL CLADDING RIBS ON FRONT FACADE TO FOLD OVER ROOF RIB REFER TO DETAILS

1,547

title boundary

2,730

//

title boundary

RL +27.96

2,170

830

1,024

ing tion

title boundary

8

title boundary

RL +27.96

78 OXFORD ST

These drawings ar written approval. conjunction with G

MODO Architecture www.mo-do.net P/L info@mo-do These drawings are the copyright of MODO Architecture and are not to written approval. Figured dimensions take precedence over scale. Dra conjunction with General Notes page, refer to architects for further in

9

1

2

3

196

14,725 6,110

8,615

845

126

4,200

4,415

1,381

4,729

196

//

196

196

4

126

5,266 4,415 2,516 926 4,745

357

89°47' 35.00

TITLE BOUNDARY

1,435

downpipe size nom. 90 diameter

SL + 19.08 rebate for AWS FlowTHRU drainage insert (nom.95mm) refer to page TDT-05 on page 607 for more details

PAVING

PAVING/DECK

1,572

1,748

SL + 19.13 (-55mm) rebate for flush door frame

SL + 19.14 (-40mm) rebate for shower

SL + 19.08 (-100mm) rebate for STORMTECU drainage insert (nom.95mm) refer to page TDT-06 on page 607 for more details

SL + 19.13 (-55mm) rebate for flush window sill

POOL

ENSUITE 1 SL +19.18

A

Port Residence

1,748

176

rebate for brick veneer, refer to engineering for more details

266 SL + 19.12 (-55mm) rebate for flush window sill

downpipe size nom. 90 diameter

floor finish: crazy paving (nom. 25mm screed)

floor finish: timber floorboards (nom. 25mm)

DINING SL +19.18

SL + 19.13 (-55mm) rebate for flush door track

10,750

floor finish: crazy paving (nom. 25mm)

WALKWAY RL +19.13

ENTRY RL +19.13

HALLWAY SL +19.18

floor finish: crazy paving (nom. 25mm)

floor finish: crazy paving (nom. 25mm)

floor finish: crazy paving

edge of drain SL +19.16

28 2,299

STUDY SL +19.18 floor finish: timber floorboards (nom. 25mm)

WIR SL +19.18

TURF SL + 19.08 (-100mm) rebate for AWS FlowTHRU drainage insert (nom.95mm) refer to page TDT-05 on page 607 for more details

slab to grade 1:100

3,946

floor finish: timber floorboards (nom. 25mm)

TITLE BOUNDARY

331

BEDROOM 1 SL +19.18

downpipe size nom. 90 diameter

SL + 19.08 (-100mm) rebate for STORMTECH drainage insert (nom.95mm) refer to page TDT-06 on page 607 for more details

floor finish: timber floorboards (nom. 25mm)

plumbing stack

B

179°58'30" 15.32

GYM SL +19.18

1,581

131

729

floor finish: tiles (nom. 25mm) downpipe size nom. 90 diameter

w

BUILDER TO CONFIRM SLAB LEVEL IS SUITABLE FOR SELECTED FLOOR FINISH THICKNESS & GLUE TO ENSURE FFL IS ACHIEVED

INTERNAL WET AREA

B 601 250

1,690

4,000

250

1,690

4,000

4,740

250 4,101

1,736

pool gate swinging outwards & to be self closing

171

368

W05

6,110

601

B 601

water-stop with membrane attached

8,615

7,763

P06

BALCONY

319

Prop. Pool 1:50 1:50

Prop. GF Slab Plan 1:50 1:50

2. Unless otherwise noted, use 10mm plasterboard for internal cladding except in the wet areas - use water resistant plasterboard and/or CSR fibre cement sheet suitable for fixing ceramic wall tiles and stone panels. Allow for 3 coat system paint finish to all plasterboard, refer to interior drawings for further details.

nom. 50x50mm timber battens

6. Tanking System for walls below ground- Ardex WPM 3000X Shelterseal rip & stick sheet tanking membrane (or approved equivalent) to external face of wall and of 20mm Geosheet CS15F 15mm thick drainage system between wall & backfill. Connectionnom.

Geosheet to strip drain to be confirmed with Structural Engineer. Tanking system spacing specified here are to be installed by approved applicator and to manufactures specifications. Refer to sectional details for further details on extent of tanking locations.

4. Stud location in wall framing shown on plans are indicative only.

7. Refer to Energy Raters report to insulation specification

nom. 1,120 mm glazing 1000mm wide minimum

N pool safety fence & gate to meet AS 1926.1 requirements

nom. 50 x 50 SHS pool gate support post

nom. 30 mm diameter steel rod cantilever vertically off reinforced concrete strip footing FOUR PANELS OF AT LEAST 1000MM WIDE GLAZING FORMING THE BALUSTRADE galvanised + painted finish 45

handrail above glazing to comply with AS 1288

90

22.02.2024

DATE

NOTES

78 Oxford St, Newport

CLIENT

Joseph Meseha & Amanda Galea

DWG

Prop. GF Slab Setout

110 1,120

DT-09

wall below capping over

handrail over, shown dashed

capping over

handrail above glazing to comply with AS 1288

Typ. detail - balcony door stop 1:2

step 1,250

300

Pool Gate Detail Plan 1:10

nom. 12mm glazing

sliding door

tile edge

tile edge nom. 50 x 50 angled bracket concealed fixed to structure to floor

balcony floor finish nom. 20mm

balcony floor finish nom. 20mm STORMTECH drainage system FFLspec +22.63 refer to manufacturers for more details

sealant

linear drain balcony to grade 1:100

linear drain flush with exterior floor finish

pool coping nom. 20mm structural flooring

pack up level & fall to suit proposed FFL & grade

pack up level & fall to suit proposed FFL & grade plywood substrate

floor joist refer to manufacturer's details

standing seam cladding

standing seam cladding

pack up level & fall to suit proposed FFL & grade

J1 rafters (refer to engineer's drawings for more details)

J1 rafters (refer to engineer's drawings for more details)

jack wall refer to engineer drawings for more details

capping over brick veneer +22.63 First Floor

Ardex waterproof membrane

Ardex waterproof membrane

rafters refer to engineer drawings for more details

James Hardie Secura

pool shell refer to pool engineer's drawings for more detail

James Hardie Secura Ardex waterproof membrane

Ardex waterproof membrane

James Hardie Secura trench

+22.63 First Floor rebated concrete to be membrane as per AS4654.1 & 4654.2

RL +22.90 Ardex waterproof membrane James Hardie Secura FCL +22.20 James Hardie Secura trench

drainage as per civil engineer's detail

pool structure separated from the building slab

James Hardie Secura

AWS SERIES 424 CentreGLAZED refer to manufacturers spec for more details

FGS hardware FBC15 balcony balustrade channel

FGS hardware FBC15 balcony balustrade channel

Balcony Plan Detail 1:20

balcony to grade 1:100

pool coping to grade 1:100

flashing over cladding

align with stud wall below pack up level & fall to suit proposed FFL & grade

nom. 20mm thick internal floor finish

balcony to grade 1:100

capping folded over standing seam cladding

balcony to grade 1:100

James Hardie Secura

balcony floor finish nom. 20mm

nom. 20mm carpet

DT-12

DT-11

info@mo-do

exterior wet area floor substrate nom. 30 mm diameter steel rod cantilever vertically galvanised + painted finish flat screen wall over waterproof membrane existing paling fence to create non climbable zone to meet AS 1926.1

nom. 90 mm spacing between battens

title boundary

fixed to FBC15 BALUSTRADE CHANNEL Pool Fence Detail Plan 1:10

1,000

1,000

20 1,120

floor joist refer to manufacturer's details

balcony to grade 1:100 www.mo-do.net

pool gate hinge

balustrade glazing nom.12mm

DT-08

nom. 12mm glazing

balcony floor finish nom. 20mm

pack up level & fall to suit proposed FFL & grade

MODO Architecture Pty Ltd

fillet or bond breaker

reinforced concrete strip footing by others shown dashed

balcony floor finish

02

REVISION

weep-hole

These drawings are the copyright of MODO Architecture and are not to be reproduced without written approval. Figured dimensions take precedence over scale. Drawings to be read in

nom. 20mm thick flooring

FFL +22.63

1:1, 1:50

pool safety fence & gate to meet ASconjunction 1926.1 requirements with General Notes page, refer to architects for further information as required. compressible perimeter joint

pool gate swinging outwards & to be self closing

balustrade sliding door glazing nom.12mm shown dashed fixed to FBC15 BALUSTRADE CHANNEL

2/5/2024

SCALE @ A1

existing paling fence

205

DWG NO. DATE

nom. 50 x 50 SHS pool gate support post

pool gate

TDT-04 balustrade glazing nom.12mm fixed to FBC15 BALUSTRADE CHANNEL

PROJECT 230703 balcony floor finish NO.

allow for positive drainage

horizontal pool gate support Architecture P/L to have circular battens MODO to be attached

nom. 10mm thick flat plate fixed to battens

balustrade glazing to be at least 1000mm wide to comply with AS 1288

nom. 20mm structural flooring

481

CA01 - Flush internal & external FFL

05.12.2023

PROJECT

IF ANY ONE PANEL FAILS, THEN THE REMAINING PANELS AND HANDRAIL SHALL BE CAPABLE OF RESISTING THE LOAD DEFINED IN CLAUSE 7.2.1 AND 7.2.2 IN AS 1288.

30

handrail above glazing to comply with AS 1288

ISSUE pool shell under shown dashed waterproof membrane

POOL

3. Internal cladding shown on these floor plans, but not dimensioned. Refer to sections, details and 1:20 interior joinery drawings for further details.

ens

nom. 20mm carpet

Pool Fence Elevation 1:20

1,000

balcony to grade 1:100

5. Ensure stud wall framing with noggins are suitable for fixing wall mounted joineries and fixtures i.e towel rails & rolls in specified locations. Refer to 1:20 interior drawings for further details.

1. Refer to structural engineers drawings and specifications.

421

4,315

STRUCTURAL MEMBERS Please refer to engineer's drawings for more details

03

sill packer

WALL TYPE LEGEND (To be read in conjunction with external finishes legend)

110

balcony drain GT - Garden Water tap, Brass WM - Water Meter AGI - AGI Drain HWU - Hot water unit

All waterproofing is to be carried out in accordance with AS 3740.

Ensure all external areas are graded away from the dwelling with a minimum grade of 1:100 for at least 1 metre from dwelling. balcony to grade 1:100

DT-03 drainage holes

100 minimum step

04 membrane protection sheet

GENERAL LEGEND Door reference number : refer to drawing Window and Door schedules for details.

Window reference number : refer to drawing Window and Door schedules for details.

Downpipe : refer to roof plan drawing for further details.

Structural columns & members : refer to Structural Engineers drawings for details.

Wall Finishes tile cover linear : Refer Internal Elevations & FFE schedule for details.

20

4,719

GSPublisherVersion 0.42.100.100

spacing between each glazing

reinforced concrete strip footing by others

commercial grade sub-sill section

DT-13

All rendered images are to be used for reference purposes only.

Refer to 2D drawings for construction.

195

DETAILED DESIGN SET 2/5/2024 BALCONY CONSTRUCTION SET 2/5/2024

20 1,120

Documents to be read concurrently including drawings, specifications, schedules and reports. Builder must notify architect of omission or conflict in drawings and their relation to specifications, schedules and/or reports.

The drawings, specifications, schedules and any reports referred to as part of the complete specification are to be considered as cooperative documents. Any work omitted from the specification and/or reports but inferred or present in the drawings, or vice versa, is to form part of this contract.

drainage holes

TURF

319

DINING

22,488

nom. 50mm

Careful and thorough consideration of all drawings and notations is to be made to ensure any work required to be done by affected sub-contracting trades is cross-referred in order to ensure details or notations omitted in one document and not in another are included 4 panels of architect glazing for forming in these works. Refer such instances to the confirmation or correction. the balustrade with 20mm

176

drainage holes

195

6,110

195

DT-13

A 601

NOTE: ALL DOWNPIPES, GUTTERS, AMD ROOFING TO MEET NCC AND AUSTRALIAN STANDARD REQUIREMENTS DT-09

roof overhang

195

Typ. detail - shower drainage 1:5

DRAWINGS TO BE READ IN CONJUNCTION WITH CIVIL ENGINEERING DRAWINGS decorative cover plate

bar

overflow can be run-off towards 195 opened batten screen

1,120

6mm gap with backing rod and sealant step

DT-08 601

TDT-02

1,500

beach area

FCL +25.23

269°49' 35.00

295

140

GENERAL NOTES Check dimensions on site against documentation before proceeding with the work of the contract.

1,630

179°58'30" 15.32

FALL 7.11°

existing paling fence 2m high

1,803

slope starts

2,000

downpipe size nom. 90 diameter

TITLE BOUNDARY

3,500

Typ. detail - waterstop threshold 1:5

4,000

250

TITLE BOUNDARY

460

nom. 54mm batten spacing timber battens

PLANS NOTES

nom.

90 mm waterproofing membrane applied before continuous grate is installed nom. 30 mm diameter steel spacing between galvanised + painted finish battens 30 90 RL +20.30

585

DT-12

nom. 10mm thick flat plate fixed to battens

250

250 1,250

866

step slope ends

nom. 50 x 50 angled bracket concealed fixed to structure to ceiling

wet area floor substrate

internal floor substrate

250

FFL +19.20

1,650

TDT-01

634 W04

roof overhang

water stop edge threshold

PAVING/DECK RL +19.20

GYM FB01

nom. 50 mm

shower to grade 1:80

250

SL + 19.08 (-100mm) rebate for AWS FlowTHRU drainage insert (nom.95mm) waterproof membrane refer to page TDT-05 on page 607 for more details

wet area floor substrate

rebate for brick veneer, refer to engineering for more details

2,000

968 1,645

POOL downpipe size refer to pool drawing for more details nom.

90 diameter

downpipe size nom. 90 diameter

A 601

downpipe size nom. 90 diameter

rebate for brick veneer, refer to engineering for more details

1,274

step

downpipe in joinery size nom. 90 diameter

2,000

106

ROOF STRUCTURE refer to manufacturers details

FCL +25.23

wet area floor finish

250 internal floor finish 250

step

19

step 1,500

step

in-pool bench

floor finish: crazy paving (nom. 25mm)

downpipe size nom. 90 diameter

1,566

345

328 1,124

step

pool gate swinging outwards & to be self

PANTRY closing SL +19.18

step

gate

3,481 1,483

step

D09

C

7,580

allow for mweep holes min the side of the continuous grate within tile bed

door

slab to grade 1:100 VERANDAH refer to drawing TDT-05 on page 607 for more details

wet area floor finish

SL + 19.13 (-55mm) rebate for flush door track

concealed box gutter

PAVING LAUNDRY SL +19.18 floor finish: crazy paving (nom. 25mm)

13,270

edge of slab SL +19.11

floor finish: crazy paving (nom. 25mm screed)

13,770

floor finish: crazy paving (nom. 25mm)

step

359°58'30" 15.30 4,549

TITLE BOUNDARY

GARAGE FSL +19.13 floor finish: crazy paving (nom. 25mm)

1,645

89°47' 35.00STAIRS

TITLE BOUNDARY

LIVING SL +19.18

floor finish: crazy paving (nom. 25mm)

250

INTERNAL DRY AREA

edge of drain SL +19.16

KITCHEN SL +19.18

floor finish: tiles (nom. 25mm)

plumbing stack

DRIVEWAY

P04

9,169

step

9,169

fabricated stainless steel continuous grate with loose fitted perforated grate drainage outlet is incorporated in the fabrication process INTERNAL WET AREA POWDER SL +19.18

existing paling fence at 2m tall

455

300

+19.20 Ground Floor

FFL +19.20

1,205

DETAILED DESIGN SET 5/12/2023 FOR CONSTRUCTION 5/12/2023

700

150 1,805

600

steps

Balcony Section 1:10

GSPublisherVersion 0.42.100.100

steps

DETAILED DESIGN SET 5/12/2023 FOR CONSTRUCTION 5/12/2023

Typ. detail Fixed window drain 1:5 DT-13

250 255

pool safety fence & gate to meet AS 1926.1 requirements

Balcony Batten Screen +19.20 Ground Floor 1:10

1,350

DT-12

Balcony Section 1:10

505

TDT-06

DT-13

2,501

GYM

POOL

250

GSPublisherVersion 0.44.100.100

01

05.12.2023

ISSUE

DATE

NOTES

PROJECT

78 Oxford St, Newport

CLIENT

Joseph Meseha & Amanda Galea

DWG

Proposed Ballustrades

MODO Architecture P/L These drawings are the copyright of MODO Architecture and are not to be reproduced without written approval. Figured dimensions take precedence over scale. Drawings to be read in conjunction with General Notes page, refer to architects for further information as required.

PROJECT NO. DWG NO. DATE

5/12/2023

SCALE @ A1

1:20, 1:10

REVISION

230703

605 01

MODO Architecture Pty Ltd www.mo-do.net info@mo-do

A GSPublisherVersion 0.42.100.100

Pool Section 1 1:50

01

05.12.2023

ISSUE

DATE

2,63

NOTES

PROJECT

78 Oxford St, Newport

CLIENT

Joseph Meseha & Amanda 1:50 Galea

DWG

Proposed Ballustrades

B

Pool Section 2

MODO Architecture P/L These drawings are the copyright of MODO Architecture and are not to be reproduced without written approval. Figured dimensions take precedence over scale. Drawings to be read in conjunction with General Notes page, refer to architects for further information as required.

DATE

5

SCALE @ A1

1

02 INDUSTRY EXPERIENCE RESIDENTIAL PROJECT - RENO & EXTENSION

PRACTICE MODO Architecture (Michael Ong Design Office) PROJECT Bright Residence YEAR 2022 - 2024 (Currently in Construction) Contributions • • • •

ArchiCAD modelling Documentation & detailing Enscape Visualisation Material Selection

Involved during town planning, design development, documentation stage and currently contract administration. My responsibilities included creating town planning sets for council’s approval. Furthermore, working closely with the director to provide detail drawings while also coordinating with engineers and building surveyor to find the best possible solution for the project. Primarily working in ArchiCAD while also compiling possible FF&E choices for client presentations.

11

//

Bright Residence

12 IMAGE 1 & 2 existing pull out pantry to be removed and reinstated into proposed kitchen No. 3/12 SINGLE STOREY BRICK DWELLING

BRICK GARAGE

GUTTER 12.72

BRICK SHED

HIGH WOVEN WIRE ATOP BRICK

//

No. 2/12 SINGLE STOREY BRICK DWELLING

remove existing paling fence HW (Opaque) H:12.39 S:11.37

GRAS

S & TRE

ES to

GUTTER 12.73

6m

HW H:12.39 S:10.10

TENNIS COURT

GUTTER 12.56

CONCRETE P.O.S. P.O.S.

0.6m LATTICE ATOP 2.0m BRICK

IVY COVERED HIGH WOVEN WIRE ATOP BRICK

0.6m LATTICE ATOP 1.95m PALINGS

.31

.35

10

remove exisiting concrete pavers

.33

10

10

remove existing paling fence

6

10.3

GARDEN BED

EAVE OVER

1

R

.11

10

existing door PORCH

5.60 250°00'

.07

10

CONCRETE

.00

16.70 249°57'

2/10 MANOR ST ADJOINING 3.05m WIDE EASEMENT

existing window

SINGLE STOREY BRICK DWELLING

.05

+10.45 10 Ground Floor

s ROCK GARDEN BED 1

2.2m PALINGS

9.9

6

TBM RIVET RL 9.90 Arbitrary

4°

'

H:12

.69 remove all existing clerestory windows to be replaced with double glazed unit to match existing existing condenser and HWU to be relocated

TP3

24.03.2023

TP2

19.12.2022

TP2Ch-02

existing TP1 door

13.09.2022

TPCh-01

DATE

NOTES

RL +12.90

N Existing structure including but notexisting limitedwindow to walls, fences and existing door stairs are to be demolished

ISSUE Existing title boundaries in nominal location, refer to Feature & Level survey drawings for further details. (Please note all specific site details such as fencelines, ground levels and existing services locations have been referenced from this Land Surveyors drawing)

EXISTING EXTERIOR WALL EXTENT: 9,375

5,109

1,260

paling fence to be replaced to match existing

90

3,155

90 2,089

920

766

90

CD1

14.02.2024

4

IE-H 602

WT03

3

2

existing door

DRYING AREA MODO Architecture P/L away atArchitecture 1:100 These drawings are the copyrightgraded of MODO and are not to be reproduced without for the first metre written approval. Figured dimensions take precedence over scale. Drawings to be read in conjunction with General Notes page, refer to architects for further information as required.

90

1,603

90

Existing/Demo Elevations

benchtop

S04 502

984

4

concealed downpipe size nom. 90mm

IE-G 602

2

S03 502

3

SIDE GARDEN

cupboard

permeable landscape by others

WT05

J05

WT03

90

existing window

LAUNDRY FFL +10.45 TL01

D05

W04A

D04

90 existing door

WT07

384

3/10 Manor St Brighton

S05 502

1

HALLWAY 2 FFL +10.45 CP01

1,354

339°39'

600

NOTES

window over

1

S03 502

EAVE OVER

SERVICETPCh-01 AREA

DATE

WT02 J06

J05 IE-F 602

2

13.09.2022

ISSUE

DWG

D07

1

TP2Ch-02

TP1

PROJECT

Existing trees and vegetation to be removed as documented. storage WT02

19.12.2022

W02

2,622

1 & Existing title boundaries in nominal location, refer to Feature STUDY Level survey drawings forDT-09 further details.

(Please note allIE-Ispecific FFL +10.45 4 2 site details such as fencelines, levels and existing 603 services 703 groundCP01 locations have been referenced from this Land Surveyors 3drawing) WT04

S04 502

open shelf

DT-10 704

AT01

6.88

4,757

Existing structure including but not limited to walls, fences and stairs are to be demolished

IE-J 603

CD1

24.03.2023

concealed downpipe size nom. 90mm

TP2

cupboard

J06

WT02

2

IE-J MODEL - 700SH or contaminated substances. · Tanks or other containers which have been used for storage of explosive, toxic, infective 603 S05 Completion 502 15. Materials removed or displaced from the building or materials left standing shall be removed from site and not be burned on the site.

16. Areas where demolition work has been undertaken are to be left clean and clear of debris.

17. Provide a minimum 7 working day notice prior to completion of demolition work so that inspection of adjacent structures can be commenced.

GARDEN 18. Make good any damage arising out of demolition work. Obtain written acceptance from the owner of each adjoining property of permeable landscape by others completeness and standard of making good.

graded away at 1:100 for the first metre

desk

WT01

D06

GYM

DEMOLITION LEGEND

966

1,120

GSPublisherVersion 0.39.100.100

14. Give notice immediately if the following hazardous materials or conditions are found: · Asbestos or material containing asbestos (other than that already noted in Asbestos & Hazardous Materials Audit and Risk assessment report) · Flammable or explosive liquids or gases. · Toxic, infective or contaminated materials. · Radiation or radioactive materials.

1 · Noxious or explosive chemicals.

JETMASTER UNIVERSAL

W03

PROTECTION & PREPARATION 6. Before demolition has commenced all electrical cables and apparatus shall be disconnected.

Contractor to advise relevant authority WT07 IE-J regarding proper disconnections and reconnections of the meter on site.

3 603 downpipe inauthorities. joinery 7. Cut and seal all storm water, sewer pipes, water services & gas services as required by relevant The position of capped WT06 arenom. to be90mm clearly marked on the site. sewer and storm water drains, sealed off water supply lines, gas supply lines and the like size Contractor to advise relevant authorities regarding proper disconnection's and reconnections of meters on site.

EXECUTION 8. Demolish and remove from site part of the residence and the majority of the soft and hard landscaping as detailed on this drawing.

9. Contractor to liaise with client in regards to any materials that are to be removed 1 for reuse. These materials are to be stored on site so as not to interfere with other trades.

IE-K 2 603 10. Prevent the encroachment of demolished materials onto adjoining property, including public places.

11. Remove all subsurface pipes, conduits, stumps and footings.

12. Dust is to be kept to a minimum. Dust creating material, unless thoroughly dampened down, shall not be thrown or dropped from S08 S08 the building but shall be lowered by hoisting.

502 502 13. Do not use explosives.

6,850

290

TP3

DEMOLITION NOTES GENERAL 1. All materials and work practices shall comply with, but not limited to the Building Regulations, the National Building Code of Australia and all relevant current Australian Standards (as amended) 2. Precautions must be taken before and during demolition in accordance with AS 2601-2001: Demolition of Structures 3. Building surveyor to issue Protection notice and gain written agreement from owners of each adjoining property regarding protection of neighbours' assets, including existing structures and vegetation, prior to commencement of excavation work.

4. Builder to liaise with owner/occupier of neighbouring properties and prepare dilapidation survey prior to commencement of demolition work.

5. During the progress of demolition the works shall be under the continuous supervision of the demolisher or of an experienced foreman and demolition shall commence from the roof down.

1:1, 1:100

90

501 S02

855

S06 502

S07 502

69°49'

10/04/2024

SCALE @ A2

966

10,113

21.64

211222

DATE

DETAILED DESIGN SET 10/4/2024 CONSTRUCTION SET 10/04/2024

984 5,211

2,847

290

PROJECT NO.

Existing/Demo Ground Plan

1,354

1,568

3/10 Manor St Brighton

DWG

MODO Architecture P/L These drawings are the copyright of MODO Architecture and are not to be reproduced without written approval. Figured dimensions take precedence over scale. Drawings to be read in conjunction with General Notes page, refer to architects for further information as required.

Existing trees and vegetation to be removed as documented.

13,249

existing window

W04B

S06 502

S07 502

1:100, 1:1

1

3

3

IE-D 601

1

2

4

J02

KITCHEN FFL +10.45 TL02

IE-E 602

2

J04

1,271

HALLWAY 1 FFL +10.45 CP01

TB01 column to engineer details

WT03

4 shower to grade 1:80 shown dashed

W01

IE-D 601

J03

J01

340°08'

380

6.10

newly proposed lowered ceiling

new fence and gate

DT-02 701

existing joinery

existing lowered ceiling

DT-04 701

ENSUITE FFL +10.45 EX-TL01

CP01

2

IE-B 601

IE-A 601

1

BED 02 FFL +10.45

GD01

DT-01 701

EX-CP01

BED 01 FFL +10.45 EX-CP01

NO WORKS

NO WORKS WIR FFL +10.45 EX-CP01 NO WORKS

DETAILED DESIGN SET 10/4/2024 CONSTRUCTION SET 10/04/2024

existing door EAVE OVER existing window

existing window 4,955

4,060

3.03

501 S02

250

existing window 110

600

1,410

90

2,600

250

S01 501

250°00'

159°40'

3.05m WIDE EASEMENT

NO WORKS

1

16.50

raised existing opening, refer to proposed internal elevation for details

SITTING AREA FFL +10.45

outdoor shower fence

daybed

2

1810 from boundary

450 x 450 x 450mm pad footing

3

cupboard

IE-B 601

FFL +10.45

graded away at 1:100 for the first metre

BATH waterproofing FFL +10.45 in accordance to AS 3740 TL01

waterstop floor sill bar

N

Proposed Ground Floor 1:50 1:50

DETAILED DESIGN SET 10/4/2024 CONSTRUCTION SET 10/04/2024

CD1

14.02.2024

CD1

ISSUE

DATE

NOTES

PROJECT

3/10 Manor St Brighton

PROJECT NO.

211222

DWG

Prop. Ground Floor Opening & Finishes

DATE

10/04/2024

SCALE @ A2

1:50, 1:1

MODO Architecture P/L These drawings are the copyright of MODO Architecture and are not to be reproduced without written approval. Figured dimensions take precedence over scale. Drawings to be read in conjunction with General Notes page, refer to architects for further information as required.

DWG NO. REVISION

REVISION

203 CD1 www.mo-do.net info@mo-do

2,650

2

DWG NO.

MODO Architecture Pty Ltd

4,310

J01

IE-C 601

3,039

4

4,440

CP01

GARAGE CP02

GSPublisherVersion 0.39.100.100

10/04/2024

SCALE @ A2

D03

LIVING FFL +10.45

all existing door to be replaced with solid panel with new hinges + hardware, refer to door schedule

P03

211222

DATE

OUTDOOR SHOWER

D01

5.60

PROJECT NO.

WT04

WT03 DT-06 702

1

69°55'

D02

1.57

2,789

683

WT01

2/10 MANOR ST

1,125

5,845

remove existing paling fence and lattice screen

PROJECT

2,772

PROTECTION & PREPARATION 14. Give notice immediately if the following hazardous materials or conditions are found: DEMOLITION LEGEND 6. Before demolition has commenced all electrical cables and apparatus shall be disconnected. Contractor to advise relevant authority · Asbestos or material containing asbestos (other than that already noted in Asbestos & Hazardous Materials Audit and Risk assessment existing 4/21 SUSSEX ST regarding proper disconnections and reconnections of the meter EXISTING on site.CARPORT report) adjoining paling and existing paling & gate to be removed SINGLE STOREY 7. Cut and seal all storm water, sewer pipes, water services & gas services as required by relevant authorities. The position of capped · Flammable or explosive liquids or gases. building gate to be existing window BRICK DWELLING removed. sewer and storm water drains, sealed off water supply lines, gas supply lines and the like are to be clearly marked on the site. · Toxic, infective or contaminated materials. +10.45 +10.45 Ground Floor Ground Floor Contractor to advise relevant authorities regarding proper disconnection's and reconnections of meters on site. · Radiation or radioactive materials.

EXECUTION · Noxious or explosive chemicals. existing neighbour brick wallcontainers on boundarywhich have been used for storage of explosive, toxic, infective or contaminated substances.

8. Demolish and remove from site part of the residence and the majority of the soft and hard landscaping as detailed on this drawing. · Tanks or other Completion 9. Contractor to liaise with client in regards to any materials that are to be removed for reuse. These materials are to be stored on site so as not to interfere with other trades.

15. Materials removed or displaced from the building or materials left standing shall be removed from site and not be burned on the site.

10. Prevent the encroachment of demolished materials onto adjoining property, including public places.

16. Areas where demolition work has been undertaken are to be left clean and clear of debris.

E03 Extg/Demo East Elevation E04 Extg/Demo North Elevation 11. Remove all subsurface pipes, conduits, stumps and footings.

17. Provide a minimum 7 working day notice prior to completion of demolition work so that inspection of adjacent structures can be 1:100 1:100 commenced.

12. Dust is to be kept to a minimum. Dust creating material, unless thoroughly dampened down, shall not be thrown or dropped from the building but shall be lowered by hoisting.

18. Make good any damage arising out of demolition work. Obtain written acceptance from the owner of each adjoining property of 13. Do not use explosives. completeness and standard of making good.

CD1

5,122

+12.90 Ceiling

14.02.2024

S01 501

continuous supervision hall commence from the

3/12 MANOR ST

RL +12.71

CD1

195

reement from owners of s, including existing work. s and prepare

existing neighbour brick wall on boundary (no works) partially remove rear portion of carport roof

1,465

ordance with AS

demolish and remove existing door and walls existing neighbour lattice fence atop wall (no works)

6,720

ed to the Building nt current Australian

demolish and remove existing pergola

90

existing carport roof

remove existing paling fence

existing neighbour lattice fence atop boundary wall (no works)

demolish and remove existing door and walls

DETAILED DESIGN SET 10/4/2024 CONSTRUCTION SET 10/04/2024

.12

10

existing neighbour brick wall on boundary (no works)

existing fence atop wall

partially remove rear portion of carport roof RL +12.56

10.6

+15.23 Roof

existing roof to be cleaned, resealed & refinish throughout

+12.90 Ceiling

3.05 249°49'

10

NAIL

5

NAIL

2,215

RL +15.23

10

10

.15 10 SM3.8 0

GARDEN BED

1,565

RL +15.64 +15.23 Roof

BRICK PAVING .06 10 10.70

NAIL

.63

1,271

mo Ground Plan

HEDGE to 3m

LOT 3A(Pt) SM3.7 9 12m² .16 .11

sewer line 910mm away from boundary

.70

easement

H:12

title boundary

.71

title boundary

H:12

12.70 H:H:12 .70

0.6m LATTICE ATOP 2.4m PALINGS

3.40

1.88 339°40'

.11 10 SM3.7 8

4/21 SUSSEX ST SINGLE STOREY BRICK DWELLING

GRAVEL with CONCRETE STEPPING STONES

EASEMENT

0

10.0

GS

IN PAL

CONCRETE DRIVEWAY

existing window

E-5

43

m

Extg/Demo South Elevation 1:100

10

29

2.2

GUTTER 12.64

GUTTER 13.24

E02

4.58 69°49'

9.90

2.1

2.2m BRICK

Extg/Demo West Elevation 1:100

existing window

existing door

4

9.9

existing neighbour brick wall on boundary

E01

existing carport roof

4

9.9

title boundary (behind)

ROW OF CONIFERS to 4m

existing eave to be entirely replaced, paint finish to match existing

9.93

title boundary

E-5

DRIVEWAY

4

9.9

9.93

2,260

PAVED .11

10

+10.45 Ground Floor

CL9.81 IL9.21

RL +12.71

700

BRICK

+12.90 Ceiling

2,075

SHARED

E-1

existing fascia to be replaced / repaired, paint finish to match existing

0.6m LATTICE ATOP 2.4m PALINGS 23.52

shared boundary wall with 2/10 MANOR ST (no works) .19

10

easement

10

existing roof to be cleaned, resealed & refinish throughout +12.90 Ceiling

RIDGE 14.73

1,222

.10

10

RL +15.64 10

EXISTING GARDEN BED with Low Shrubs & Plantings RL +14.44 (NO WORKS)

title boundary

title boundary

title boundary

10

+15.23 Roof

remove all existing clerestory windows. to be replaced with double glazed unit to match existing

250 45

10

EXISTING GARDEN BED with Low Plantings (NO WORKS)

5

12.3 GUTTER 12.35

GUTTER 13.05

.11

existing roof to be cleaned, resealed & refinish throughout

.18

demolish and remove existing pergola structure

+15.23 Roof

17'

10.20

10

GUTTER 12.69

V/BOARDS

RL +15.64 RL +15.23

demolish and remove existing paling fence and lattice screen

321°

GARDEN BED with Shrubs to 3m

remove all existing clerestory windows. to be replaced with double glazed unit to match existing

STONE PATH

remove trees. refer to plan

3.03

title boundary

.06

ELECTRICITY METER BOX

775

GUTTER 12.78

EXISTING CARPORT CONCRETE PAVED

APPROX POSITION OF WINDOW ONLY UNABLE TO BE LOCATED AT TIME OF SURVEY

WIR FFL +10.45 no works

No. 4/21 SUSSEX STREET SINGLE STOREY BRICK DWELLING

CONCRETE P.O.S.

BED 01 FFL +10.45 no works

BED 02 FFL +10.45 no works

FFL +10.45 remove + store existing carpet to be reinstated into garage

GUTTER 12.78

3/12 MANOR ST

ENSUITE FFL +10.45 no works

HW H:12.75

existing joinery

existing lowered ceiling

EAVE .33 OVER 10

GATE

16.50 159°40'

HW*

PALINGS

2.4m PALINGS

H:12 .53 .53

.15

cupboard

0.12m WIDE EASEMENT

HW*S:10

existing paling and gate to be removed.

.15

10

10

3.05m WIDE EASEMENT

6.10 340°08'

FFL +10.45

SITTING AREA

PORCH

FFL+10.45

raised opening refer to proposed internal elevation for details

GARAGE remove existing carpet

E-4

GUTTER 12.71

BATH

cupboard

.26

10

0

10.2

GUTTER 13.10

column to be relocated as per eng. req.

FFL 10.47

HW H:12.5* S:10.5 3 3

3,310 to suit proposed plans

W

cupboard

RIDGE 14.73

KITCHEN +10.45

GARDEN BED

LIVING FFL +10.45

2,041 to suit proposed plans

FFL +10.45

FFL +10.45

OVN

No. 2/10 SINGLE STOREY BRICK DWELLING (with ATTIC)

SEWING

LAUNDRY

GUTTER 12.65

CONCRETE PAVERS

DW

RIDGE 15.21

.30

10

10

1.57 69°55'

HW H:15.30 S:14.67

.31

10 3

10.3

2 0.3

2,915 to suit proposed plans

GUTTER 12.66

.38

.32

10

1,400

GUTTER 12.61

6.88 339°39'

BRICK PAVING

RIDGE 14.11

10

demolish and remove existing pergola structure PERGOLA

existing pull out pantry to be removed and reinstated into proposed kitchen refer to image 1 above

.35

90

P.O.S.

DIRT

1,021

6m

.31

10 .33

10

0.6m LATTICE ATOP 2.4m PALINGS

ES to

GARDEN BED

1,567

GRAS

S & TRE

.30

10

0.6m LATTICE ATOP 2.4m BRICK

Bright Residence

69°49' 0.6m LATTICE ATOP 1.8m PALINGS

21.64

0.6m LATTICE ATOP 2.0m BRICK 3

.3 10

303 CD1

MODO Architecture Pty Ltd www.mo-do.net info@mo-do

D N

RE

MODO

13

2

2 SERVICE AREA

WL03

1,989 1,414

742

280

EWL01

H11

EWL01

℄

℄

STUDY

2

℄

DL05

DL01

EQ ℄

℄ EQ

89

EQ

EQ

EQ

℄

1,235

℄

1,031

EQ

EQ

450 x 450 x 450mm 450 x 450 x 450mm pad footing 1 pad footing H05 ℄

EQ 1

BED 02

BED 01 2X NEW GPO IN NEW SKIRTING IN BED 01

1,123

℄

℄

NO WORKSFL

℄

FL WORKS NO

4

3,183 2

3,183

2

Refer to finishes schedule for exact lighting specification.

WIR

891

WALL LIGHT - UPWARDS WALL LIGHT

(UB) (OB) (JN)

EXHAUST FAN

XH

UNDER BENCH OVER BENCH IN JOINERY

PB02

PB02

CD1

14.02.2024

CD1

ISSUE

DATE

NOTES

561

PB02

PB02

ed wall orientation, to joinery plan for more details

curve batten wall

curve batten wall

ETB01

ETB01

curve wall ℄

℄ WL05

WL05

H10

H07

H07

angled wall orientation,angled wall orientation, curve wall refer to joinery plan forrefer moretodetails joinery plan for more details

℄ WL05

D03

WL05 H10

WL05 H10

D03

211222

DATE

10/04/2024

SCALE @ A2

1:50, 1:1

306

DWG NO.

CD1

REVISION

www.mo-do.net info@mo-do

℄

WL05

℄

TL04

WL05 TL04 D03

D03

TL04

TL04 EQ

TL04

80

1,810

1001,550

100

JF05

DETAILED DESIGN SET 10/4/2024 490 360 490 CONSTRUCTION SET 5 5Bath 7 Bath Bath 10/04/2024 1:20 1:20 1:20

450

350

BT02

JF05 350 450

1,200

BT02

6

6Bath 1:20

490

490

cavity sliding door to open fully in cavity

4

Bath 1:20

DT-06

5

Bath 1:20

bath curve wall 1:10

300

300

300 300

300 300

300

300

300

300

vicash solid h/wood DAR trim nom. 19mm thick

internal wall lining

490

490

Bath 1:20

showe

wall tile

wallEzyReveal tile to finish flush withtojamb flush finish plasterboard

500

all 4 sides

3Bath 1:20

100

100

shower BT02 rail, refer to architect's detail JF05

JF05

350

1,810

1,810

40 350

750

860 910

25

450

450

325

expressed, no architrave

℄ ℄

H08

H04

BT02

shower rail, BT02 shower rail, refer to architect's detailrefer to architect's detail JF05 hardwood timber jamb,

H08 H03

H04

100

100

100 100 25

℄

timber lining laminated on hinge door

25mm finger pull ℄ ℄ centre tonom.vanity 3mm brass plate centre to vanity 500 countersunk to edge500 of doors, to

500

500

300

300

℄ centre to vanity

DR

℄

℄ centre to wall490 ℄

490 ℄

450

500

DR

325

860 910

25mm finger pull

5mm finger pull

1,810

1,810

100

JF05

750

DR

325

JF05

BT02

BT02

concealed soss hinge JF05 to hinge door doors to be position to allow door panels to run through flush with adjoining timber lined wall JF05

490

H03 shower shelving

shower shelving

wall tile to finish flush with jamb

H04 H04

nom. 3mm brass plate countersunk to edge of doors, to all 4 sides

BT02

shower rail, refer to architect's detail

25

BT02

shower shelving

timber lining board

H04

40

H04

H03

H03

1,810

H03

750 350

shower shelving

300 300

1,810

℄ H03

490

350450

490 ℄

300

TL04

40 1,810

TL04

490

860 860 910

TL04

curve wall

angled wall

130

H07a WL05

WL05

D03

PB02

PB02

℄ angled wall

℄ WL05

WL05

891

MODO Architecture Pty Ltd

curve wall

curve wall

℄

WL05

PROJECT NO.

409

GSPublisherVersion 0.39.100.100

H07

891

Bath 1:20

MODO Architecture P/L These drawings are the copyright of MODO Architecture and are not to be reproduced without written approval. Figured dimensions take precedence over scale. Drawings to be read in conjunction with General Notes page, refer to architects for further information as required.

H07

℄

380 1,694

1:20

3/10 Manor St Brighton ℄ Proposed RCP - Electrical

PROJECT DWG

SWITCH WITH DIMMER

D

FLOOD LIGHT

E2

SWITCH. NUMBER DENOTES AMOUNT OF SWITCHES.

2

DETAILED DESIGN SET 1,694 10/4/2024 CONSTRUCTION SET 10/04/2024 Bath 2 1Bath

N

1. All existing internal & external light switch and GPOs cover to be removed and replaced with proposed switch covers

GPO (GENERAL POWER OUTLET). NUMBER DENOTES AMOUNT OF OUTLETS. E - DENOTES EXTERIOR GPO.

H06

H11

1:20

2

H05

DL NO WORKS

1

EXISTING LIGHT SWITCH & GPO COVER

SD

PENDANT LIGHT

H11

1

SMOKE DETECTOR. TO BE HARDWIRED & INTERCONNECTED.

DOWNLIGHT

H05 H06

℄

Bath 1:20

LIGHTING LEGEND

BLIND S - Manual Internal Roller blind - Sheer M (owner supply) BLIND B - Manual Internal Roller blind - Blockout (owner supply) CTT - Curtain Track ceiling mounted Manual Silent Gliss S Fold Curtain Track.

Refer to RCP for extent of curtain track (owner supply)

1,694 outdoor shower fence

℄

NO WORKS DL

2

℄ centre to door frame

1

1. Exact position of garden lights GL01 to be confirmed with landscape architect, allow for 12V lights.

2. Refer to internal elevations for exact position of wall lights

H05

new fence and gate

H06

ENSUITE

EQ EQ

℄

500

SD

outdoor shower fence

BLIND & CURTAINS LEGEND

DL

new electric heated towel rail H17 to replace existing towel rail existing joinery behind to be adjusted to allow for new power connection

4

601

LIGHTING NOTES

1,810

EQ

℄ ℄ DL03

DL03

daybed

EQ 646

DL01

1,200

1. Builder to supply (unless otherwise noted) and install all light fittings including associated lamps, transformers and relevant components required.

2. Note the following specification of lights may not include all lamps, transformers and components required, hence confirmation required with suppliers prior to ordering.

3. All transformers to be electronic.

4. Dimensions for ceiling light locations are given from finished plasterboard walls and ceiling bulkheads.

5. All light colour to be 3000K unless specified.

6. DOWNLIGHTS TO BE INSULATED AS PER ENERGY REPORT. 7. SMOKE ALARMS to be hardwired and interconnected in accordance to AS 3786.

8. EXHAUST FAN to discharge directly to outside at rate of 25L/s (bathrooms) & 40L/s (laundry).

9. Refer to project schedule for specifications.

H11

SITTING AREA

2 ℄

℄

SD DL01

860

RCP - ELECTRICAL GENERAL NOTES

2

WM04 wall mounted lamp

daybed

Proposed RCP - Electrical 1:50

Ground Floor 0°Ground Floor 0° 0.

1:20 1:20

HALLWAY 1

1,500

EQ

TL04

860

300

300

daybed

℄

℄

H04

outdoor shower fence P06

2 (JN)

D

TL04

WL02

1,810

500

5

5

500

EAVE OVER

D

EQ

sewer line 910mm away from boundary

℄

℄

J04 3,183

4

4

H03

BT02

H04

DL02

TL04

JN 2 ℄ 2 to basin WL02

WL02

2

3,062

200

200

J04

539

539 EQ

ce H03

EQ

centre

DL04

EQ

4 BT02 drain with tile cover ℄

2 (JN) D

D

℄

DL02

supply power to oven

supply power to fridge

℄

WL01

EWL01

BATH

EQ WL01

℄ vanity ntre to

ce

drain with tile cover

450 x 450 x 450mm EQ footing pad

DL02

WL05

XH01

DL01

EQ 2

WL05

WL05

GL01

OUTDOOR SHOWER

℄

℄

TL04 DL02

℄

SIDE GARDEN spike garden lights tbc with landscape designer

2

526

500 boundary sewer line 910mm away from

EQ

EQ ℄ vanity ntre to

6

6

EQ

DL02

DL02

3,172

1,000

2 supply power to stovetop & rangehood

557

7

213 EQ

1,114 ℄

DL02

KITCHEN 2(UB)

motorised actuator to awning window above

500

7

213

reed switch in joinery

PB02

GL01

℄

GL01

WL02

EQ

DL02

sewer line 910mm away from boundary

1,000

3

JN 2

LED01

LED02

2(UB)

515

GARAGE

4

DL02 retractable awning to be connected to existing switch

LIVING

10mm step dowm

shower grade 1:80 to pitshower drain grade 1:80 to pit drain 3 shown dashed shown dashed

DL01 ℄ 646

1,444

SIDE GARDEN

℄

10mm step dowm

2

supply power to dishwasher

DL02

TL01 NOTE:16 AMP POWERPOINT ℄ NOTE: EQ EQ TILE SETOUT TBC WITH ARCHITECT SITEWITH ARCHITECT ON SITE TILE SETOUT TBC 1,770ON

D03

363

DL01 ℄

HALLWAY 2 DL05

1

D03

D03

363

waterproofing in accordance to AS 3740 ℄

℄

TL01

1,521

waterproofing in accordance to AS 3740 EDL01 FL01

LAUNDRY SD

EQ

1,159 FL01

WL05

1,383

D02

waterstop floor sill bar waterstop floor sill bar

℄

1,383

FFL +10.45

EWL01

℄

340

FFL +10.45

EWL01

680

BATH

340

1

BATH

℄

EQ

GL01

graded away at 1:100 graded away at 1:100 EDL01 for the first metre for the first metre

HP01

K

BUL

EQ

1,431

EXT

EXT

GH

PB02 THROU ION SECT

BULKHEAD

Bright Residence

DL01

FL01 BULKHEAD

JN 2 DL01

1,050 1,200

EWL01

DRYING AREA

WL01

2 (JN)

1

storage

600

EWL01

PB02

GL01

D HEA

1,810

spike garden lights tbc with landscape designer

OUTDOOR SHOWER

EQ

GARDEN

GL01 BULKHEAD OUTDOOR SHOWER

GYM

2 (JN) D

750

750

H05

2

2

750

WL01

GL01

H05

℄

HP01 EXT

1

℄

builder to allow power to projector. spec to be confirm with owner.

OUTDOOR SHOWER

graded away at 1:100 for the first metre

742

295

℄

℄

820

H11

13

timber shiplap lining cavity sliding door nom. 40mm

6 4

internal wall lining door jamb

Bath4Bath 1:201:20

Bath 1:20

internal wall lining

stud wall

'HIDDEN' TIMBER LINED DOOR WITH CONCEALED HINGES

HALLWAY JOINERY J02

EzyReveal flush finish to plasterboard door swing

EzyReveal flush finish to plasterboard

LE SETOUT TBCTILE WITH ARCHITECT ON SITE NOTE: SETOUT TBC WITH ARCHITECT ON SITE

vicash solid h/wood DAR trim nom. 19mm thick

internal wall lining

cavity sliding door to open fully in cavity

CD1

14.02.2024

ISSUE

DATE

timber shiplap lining cavity sliding door nom. 40mm

internal wall lining

stud wall

internal wall lining

DETAILED DESIGN SET 10/4/2024 CONSTRUCTION SET 10/04/2024 EzyJam SRC, refer to manufacturer's spec. details

column as per engineer's details

door jamb

door swing

10 90 15

brio zero clearance door track recessed into ceiling over (dashed)

vicash solid h/wood DAR trim nom. 19mm thick at edge of door

approval.

'U' channelwritten recessed into structure Figured dimensions take precedence over scale. Drawings to be read in

info@w conjunction

conjunction with General Notes page, refer to architects for further information as required.

caulk

timber shiplap lining wall tile

GSPublisherVersion 0.39.100.100

internal plasterboard lining

m/steel frame to support batten, refer to typical detail

ECL02 timber shiplap external cladding Sliding door frames to be concealed internally

90

3/10 Manor St Brighton vicash solid h/wood DAR trim nom. 19mm thick

column to engineer's details

Sliding door frames to be concealed internally

ISSUE edge of bench flush with door jamb

90x45mm external stud

pack out wall to allow wall tile to conceal door frame, caulk junction between

CD1 timber shiplap lining

NOTES

DETAILED DESIGN SET DETAILED SET PROJECT PROJECT NO.DESIGN 211222 DWG NO. 10/4/2024 10/4/2024 DATE 10/04/2024 DWG DWG Joinery Elevation SCALE @ A2 1:20, 1:1 REVISION CONSTRUCTION SET CONSTRUCTION SET MODO Archi MODO Architecture P/L VIEW FROM HALL MODO Architecture Pty These drawin These drawings are the copyright of MODO Architecture and are not to be reproduced without 10/04/2024 10/04/2024 www.mowritten appr PROJECT

Sliding door frames to be concealed door nom. 40mm internally

internal plasterboard lining

EzyReveal flush finish to plasterboard

glazing

EzyJam SRC, refer to manufacturer's spec. details

edge of bench flush with door jamb

column as per engineer's details

door nom. 40mm

'U' channel recessed into cavity

vicash solid h/wood DAR trim nom. 19mm thick

10

90x45mm external stud

cavity block

brio zero clearance door track recessed into ceiling over (dashed)

90

internal plasterboard lining

existing brick veneer vicash solid h/wood DAR trim nom. 19mm thick at edge of door

timber shiplap lining on sliding door panel solid sliding door panel

capping over, set behind window frame and caulk junction between

VIEW FROM HALLWAY INTO PROPOSED STUDY

vicash solid h/wood DAR trim nom. 19mm thick at edge of door

pack out wall to allow timber lining to conceal window frame, caulk junction between

'U' channel recessed into structure

ECL02 timber shiplap external cladding

nom. 40x40mm timber batten (silvertop ash) batten screen installed align with window frame. stain finish

glazing

internal plasterboard lining

15

00

D

EWL01

EWL01

//

EWL01 ℄

caulk column to engineer's details

internal plasterboard lining

glazing joinery

joinery panel

perimeter timber shiplap lining on sliding doorwindow panel frame recessed into structure, sash unit not to be recessed

glazing

joinery panel

'U' channel recessed into cavity solid sliding door panel

cavity block

plasterboard wall

W05B

vicash solid h/wood DAR trim nom. 19mm thick at edge of door

existing brick veneer vicash solid h/wood DAR trim nom. 19mm thick at edge of door

DT-09 internal plasterboard lining

Sliding door 1:10

capping over, set behind window frame and caulk junction between

column to engineer's details

joinery panel

existing window to be retained

joinery panel

vicash solid h/wood DAR trim nom. 19mm thick at edge of door DT-06

W05B

DT-09

Sliding door 1:10

wall step in to create recesse for face sliding door

CD1

timber clad face sliding door to run through flush with adjacent wall

joinery

EXISTING BRICK BAGGED FINISH (NOT SHOWN IN 3D) COLOUR TBC WITH ARCHITECT

bath curve wall 1:10

PROJECT

3/10

DWG

Deta

MODO Architecture P/L These drawings are the cop written approval. Figured conjunction with General N

GSPublisherVersion 0.39.100.100

wall step in to create recesse for face sliding door

timber clad face sliding door to run through flush with adjacent wall

14.02.2024

VIEW FROM STUD ISSUE DATE

VIEW FROM STUDY INTO EXISTING HALLWAY

DETAILED DESIGN SET 10/4/2024 CONSTRUCTION SET 10/04/2024

03 INDUSTRY EXPERIENCE RESIDENTIAL PROJECT - NEW BUILD

PRACTICE MODO Architecture (Michael Ong Design Office) PROJECT Iris Residence YEAR 2022 - Present Contributions • • • •

ArchiCAD & SketchUp modelling Joinery Design Enscape Visualisation Material Selection

Involved during design development and documentation. My responsibilities included creating interior joinery presentations for clients. Working closely with engineers to find the most efficient structure while not compromising design. While also working through joinery and lighting design with the director.

Primarily working between ArchiCAD, SketchUp and Enscape. Furthermore, compiling possible FF&E choices for clients.

15

//

Iris Residence

board direction

TC01

RL +71.45 ROOF

650

//

RL +71.45 ROOF

650

54 PASCOE ST

650

TITLE BOUNDARY

RE

SC OD ES

54 PASCOE ST

TITLE BOUNDARY TITLE BOUNDARY

ETB AC KR ETB AC KR

RE

EQ

SC OD ES

TITLE BOUNDARY TITLE BOUNDARY

RL +71.07

Q

RL +71.45 ROOF

56 PASCOE ST (SUBJECT SITE)

RE

58 PASCOE ST

56 PASCOE ST (SUBJECT SITE)

K EQ AC KR ETB AC ES ETB OD SC RE

EQ

ES OD SC

RE

16 58 PASCOE ST

RL +71.45 RL +71.07

board direction

TC01 W02

BAT01

behind

W01

TC01

ENTRY

articulation joint EBR01

articulation

timber screen 680

FFL +68.20 FIRST FLOOR

660

2,600

2,600

BAT01

BAT01

W13

EBR01

D06

RL +67.10

board direction

EBR01

HALLWAY 2

W07

EBR01

W

W02

BAT01

FFL +65.00 UPPER GROUND FLOOR NGL

behind

behind NGL

FFL +65.00

board direction

timber screen

board direction

RL +67.71

BAT01

EBR01 curve wall

3,180

W01 EBR01behind

660

660

paling fence (dashed) EBR01

TC01

FFL +68.20 FIRST FLOOR

3,000

3,200

TC01

board direction GD01

EBR01

660

EBR01

3,213 from NGL 3,213 from NGL

3,200

GD01 TC01

UPPER GROUND FLOOR

UPPER GROUND FLOOR

TC01

RL +67.10

FIRE RATED BOUNDARY WALL

D07

RL +69.10 RL +67.71

BAT01

curve wall

680

TC01 TC01

articulation joint

2,972 from NGL 2,972 from NGL

RL +67.90

FFL +65.00

RL +69.10

3,000

TC01 TC01

660

board direction

board direction

TC01

TC01

RL +69.77

FFL +65.00 FFL +64.52 GROUND FLOOR

UPPER GROUND FLOOR

FFL +64.52 GROUND FLOOR

FFL +64.52 GROUND FLOOR

NGL

E-01

NGL

North (Pascoe St) Elevation 1:100

E-01

NGL

North (Pascoe St) Elevation 1:100

E-05

Inside Courtyard 2 1:100

E-06

Inside Courtyard 3 1:100

E-07

Inside Courtyard 3 1:100

dd.mm.yyyy

TP01

27.03.2024

CS1

15.05.2023

PROJECT

56 Pascoe St Glen Iris

board direction

TC01

RY

PRELIMINA

Report & Consent Setback

EASEMENT

board direction

630

EQ

TC01

EASEMENT

EQ CD01

KR AC ETB

RL +71.45

TITLE BOUNDARY TITLE BOUNDARY

KR AC ETB

ES OD SC

ROOF

RE

TITLE BOUNDARY TITLE BOUNDARY

ES OD SC

RE

RL +71.45

RL +71.45

COSTING SET

ROOF

RL +71.45

UPPER GROUND FLOOR

gate

TC01

EBR01

EBR01 behind

D01

TC01 board direction

EBR01

articulation joint

D01

TC01

board direction

FFL +65.00

EBR01

D10 BAT01

RWT1

RL +64.52

paving slab

D10

W08

FC01

3,250

Proposed Elevations

2,762

FC01

3,250

2,762

BAT01

RWT1

DATE FFL +68.20 SCALE @ A1 A2 FIRST FLOOR MODO Architecture P/L These drawings are the copyright of MODO Architecture and are not to be reproduced without FFL +68.20 written approval. Figured dimensions take precedence over scale. Drawings to be read in FIRST FLOOR conjunction with General Notes page, refer to architects for further information as required.

DWG

CONSTRUCTION SET 4/6/2024

EBR01

W08

FFL +64.52

NGL

E-02

NGL

West Elevation 1:100

E-02

GROUND FLOOR

NGL

NGL

1:100

FFL +64.52

RL +64.52

paving slab

4/6/2024

GROUND FLOOR

NGL

TC01

NGL

UPPER GROUND FLOOR

W14

board direction

articulation joint

ROOF

3,680

curved wall

articulation joint TC01

EBR01 behind

Francis Lai & Laurene Goh

3,680

FFL +65.00

TC01

3,322 from NGL 3,322 from NGL

3,200

3,200

FIRST FLOOR

articulation joint gate

board direction

CLIENT

4,505 from NGL 4,505 from NGL

TC01

curved wall

FFL +68.20

3,680 from NGL 3,680 from NGL

FIRST FLOOR

TC01

660

board direction

board direction

W14

660

3,250

FFL +68.20

board direction board direction

TC01

630

RL +71.45 TC01

3,250

ROOF

4,174 from NGL 4,174 from NGL

RL +71.45

West Elevation 1:100

TITLE BOUNDARY TITLE BOUNDARY

TITLE BOUNDARY

EASEMENT

KR ES

TC01

board direction

FCL +70.80

RL +71.45 ROOF

RE

SC

OD

TC01

650

ETB

AC

EASEMENT

650

RE

EQ

SC

OD

ES

ETB

AC

EASEMENT

KR

EQ

TITLE BOUNDARY TITLE BOUNDARY

TITLE BOUNDARY

EQ

KR

AC

ETB

ES

OD

SC

RE

RL +71.45 RLROOF +71.45 ROOF

D18

HALLWAY

RWT2

FC01 RWT2

FFL +64.52

FC01

articulation joint

FCL +66.92

D15 paling fence (dashed)

articulation joint FIRE RATED BOUNDARY WALL HALLWAY 2

3,180

LIVING

D07 TC01board

2,400

board direction

3,000

TC01

HALLWAY 1 FC01 paling fence shown dashed

FCL +67.52

TC01

3,751 from NGL 3,751 from NGL

ENTRY

board direction

paling fence (dashed)

direction

FIRE RATED BOUNDARY WALL

D07

FFL +64.52FFL +65.00 GROUND UPPERFLOOR GROUND FLOOR

board direction

FFL +65.00 UPPER GROUND FLOOR

NGL FFL +64.52 GROUND FLOOR

FFL +65.00

EN

3,180

TC01

660

660

660

paling fence (dashed)

4,508 from NGL 4,508 from NGL

FFL +64.52 GROUND FLOOR

D20

FFL +68.20 FIRST FLOOR

board direction paling fence shown dashed

2,520

2,540 3,680 3,680

paling fence (dashed)

FC01

RETREAT/GUEST BEDROOM

TC01

W15

board direction FCL +67.52

POWDER

FFL +65.00 UPPER GROUND FLOOR

board direction

1,020

FFL +68.20 FIRST FLOOR

board direction

660

680

TC01

board direction

FIRST FLOOR

TC01

W17

TC01 W15 1,020

TC01 board direction

TC01

W17

650

TC01

board direction

4,063 from NGL 4,063 from NGL

3,250

FFL +68.20 FIRST FLOOR FFL +68.20

TC01

2,600

3,250

RL +71.45 ROOF

UPPER GROUND FLOOR FFL +65.00 UPPER GROUND FLOOR

NGL

S-01 E-04

E-05

Section 1 East Elevation 1:100 1:100

E-05

East Elevation 1:100

KR

RE

AC SET B SC RE

Q

KR

2,250

EQ

RE SC

RE

AC

OD E

0°00' 40.84

CK BA

B SET

TITLE BOUNDARY

SET

E OD

OD E

DE

SC

SET BA CK

O SC

EQ

RE

RE

Q

E-04

1,225

1,025 ℄

TC01

board direction

D

2 (OB)

D

power for rangehood, ovens & cooktop

269°38' 15.24

EQ

D08 2 (UB) EQ

EQ

DL02

COURTYARD 2

EQ ℄

TITLE BOUNDARY

HALLWAY 1

gardenbed EQ

℄

℄

FFL +64.52 GROUND FLOOR DL01

LED

EQ

WL02

D05

EBR01

WL02 LED at multiple levels, refer to joinery elevation for more details

FFL +65.00

NGL

POWDER

WL02 ℄

EQ

EWL02

COURTYARD 2

COURTYARD 1

LED03 reed switch

EQ

EGL01

XH1

4,510 switch to garage door

LED at multiple shelves, refer to joinery elevation for more details

D

D

LED

2

EBR01 ENTRY

D

EQ

DL01

S-03

INFLOOR GPO location TBC

2 (JN)

TC01

FCL +67.52 D HALLWAY 1

DL01

D

℄

SD connected to first floor stairs switch

2

EBR01

DL02 EQ

WL07

RL +68.18 STUDY

2

Section 3 1:100

EQ

Section 2 1:100

2 (EGPO)

3,850

D

1,145

WL07

2 (JN)

LED02 UB

BAT01

2

2 (JN)

3,210 WL07

COURTYARD 1

WL01

batten fence

PD01

DL LED01 ceiling

EQ

DL01

S-02

DL

RWT1

HALLWAY 2

1,840

EGL01

WL05

EWL01

landscape lighting by others

XH1

HALLWAY 1

DL01

SD

DL01

DATA TC

℄

board direction

℄

EQ

EQ

DL01 ℄

power to washer & dryer 1

1,145

3,000

EQ 1,345

℄

DINING

EBR01

WL04

reed switch D11

3,453

FFL +64.52 GROUND FLOOR

-

WL05

LED

D

eave lining

3,000

680

D

board direction

FCL +67.52

TC01 TC01

TC01

TDT-01 603

board direction

2 (UB) DATA

LED

2 (UB)

RL +68.18 1

XH1

TC01

1,200

2 (UB) 2 (JN)

2 WL06

4,755

KITCHEN

2

W13

GSPublisherVersion 0.37.100.100

FFL +68.20 FIRST FLOOR

EWL02

DATA (JN)

TITLE BOUNDARY

board direction

W18

EWL02

EQ

2,600

2

board direction LED

TC01

2

EGL01 ℄

EQ

2

ENSUITE 1

power to fridge

2

DL01

℄

2,300

TC01

WL03

℄

PANTRY & LAUNDRY

landscape lighting by others

2

LED

1,368

WL06

DL01

LED

2 (JN) GSPublisherVersion 0.37.100.100

EQ

℄

board direction

1

DL01

900

MASTER BEDROOM

TC01

2

EQ

DL

-

EQ ℄

RL +71.45

ROOF

EQ

2 (OB)

EWL02

power for dishwasher

TITLE BOUNDARY

TITLE BOUNDARY

EWL02

1,250

TITLE BOUNDARY

2

3,680

WL05

2

893

650 3,420

4,103

GYM

℄ DL01

MUSIC ROOM

DL01

LIVING ROOM landscape lighting by others

℄

℄

2,200

846

EQ

846

2 (JN)

ES

CK BA

32 AMP 3 PHASE EV CHARGER

RE

2 (UB)

TV DATA

℄

4,845

2 (EGPO)

TITLE BOUNDARY

2

800

6,445

2 (EGPO)

2 EGL01

TITLE BOUNDARY

180°00' 40.84

RL +71.45

650

RL +71.45 Ground Floor Electrical RCP ROOF

TC01 FFL +70.80

2,600

W16

BEDROOM 2

ROOF

board direction

TC01 3,250

1:50

℄

TITLE BOUNDARY

TITLE BOUNDARY

800

2

SC

LED 2 (UB)

RCP3

1

SET

1,180

EQ

SC

OD

R CK

RE

DL01

DL01

BA

RE Q

℄

SET

ETB

DE

AC K

O SC

2

OD E

Q

2

PD02

RE

2

RE

board direction

W12

BEDROOM 1

W13 W14

TDT-03 603

WL02

WALL LIGHT Misterlamp Dimple Sconce Light

WALL LIGHT Sphera Liber - 100

3,000

WL01 & EWL01

FIRST FLOOR

EBR01 FCL +67.52 WL03 WALL LIGHT

MUSIC NemoROOM Lighting Lampe de Marseille Mini Wall Lamp

680

FFL +68.20 680

FFL +68.20 FIRST FLOOR

TDT603

W05 D12

WL04

WL05

WL06

WL07

WL08

WALL LIGHT Coco Flip EBR01 Jolly Wall Light

WALL LIGHT Sphera Liber - 200

WALL LIGHT Sphera Liber - 200

WALL LIGHT Unios Ovo Wall Light

WALL LIGHT Sphera ENSUITE 1 Anello

W07

3,000

Iris Residence

3,751 from NGL

TC01 RL +69.51 RL +67.90

FIRST FLOOR

TC01

RL +69.51

3,250

FFL +68.20 FIRST FLOOR TC01 FFL +68.20

RL +69.77

3,000

3,250

ROOF

PD01

PD02

PENDANT LIGHT

WIRCoco Flip

Broad Pendant

COURTYARD

PENDANT LIGHT HAY PANTRY & Rice Paper Shade Large

PD03 PENDANT LIGHT

KITCHEN Nordlux Notti

DINING

160 160

960

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

680

160

S-06 601

160

FFL +68.20 FIRST FLOOR

UP

1,145

S-06 601

5,790

601 S-06

160

shelving

160

FCL +67.52 GROUND FLOOR CEILING

D16

1,145

110

1,145

17

SP01

Prop. GF Stairs Plan 1:20

FCL +70.80 FIRST FLOOR CEILING

3,000

STAIRS BEHIND SHOWN DASHED

open to gym

carpet

2,520

open to hallway

//

2,600

PB03

3,560

structural flooring HANDRAIL BEHIND

timber window frame

FFL +64.52 GROUND FLOOR

Section 1 (1) 1:20

Iris Residence

S-06

double glazed window

floor truss to engineer's details

865

vertical timber batten screen

23

FFL +68.20 FIRST FLOOR

22

680

21 STAIR STEPS BEHIND SHOWN DASHED 20

battens to support timber shiplap cladding

865

PB03 19

FCL +67.52 GROUND FLOOR CEILING

18

horizontal timber batten screen nom. 66 x 18mm WL07

200

17

timber trim

320

16

linter to engineer's details

TB01 HANDRAIL

15 14

290

exterior timber shiplap clad wall

290 EQ 160

13

EQ WL07

12

320

11

2,520

EQ 290

2,360

EQ

drip edge detail

3,000

10 9

2,520

timber battens

290 EQ

8 UNDERSTAIR STORAGE

EQ

200

320

6

timber lined ceiling

timber window frame

WL07

7

internal roller blind

5 4

double glazed window

stair section with different finish refer to plan for more details 3

131 1

FFL +64.52 GROUND FLOOR

plasterboard

S-06

CONSTRUCTION SET 4/6/2024

Section 1 1:20

RY

PRELIMINA

CD01

dd.mm.yyyy

PROJECT

56 Pascoe St Glen Iris

CLIENT

Francis Lai & Laurene Goh

DWG

Stair Detail

150

480

2

PROJECT NO.

DATE

4/6/2024

SCALE @ A1 A2

1:20

MODO Architecture P/L These drawings are the copyright of MODO Architecture and are not to be reproduced without written approval. Figured dimensions take precedence over scale. Drawings to be read in conjunction with General Notes page, refer to architects for further information as required.

220530

DWG NO.

601

REVISION

01 - WIP

MODO Architecture Pty Ltd www.mo-do.net info@mo-do

GSPublisherVersion 0.37.100.100

1,181

745

2,640

2,080

PB04

TC01

D01

D02

EQ

EQ

42

FCL +67.52 PB04

1

WL02

PB04 D03 Joinery Plan Ground Floor 180°

JP1

D03 refer to joinery elevation for more details

D04

1:20

FFL +65.00

1,023

SK01

D03

SK01

1,700

1,220

SK01

930

03 02 EQ

EQ

PB04

745

2,750

open to hallway

SK01

1,369 3,945

04

℄

SK01

FFL +65.00 785

1,100

3,945

ENTRY 1:50

ENTRY 1:50

EQ

ENTRY 1:50

05

ENTRY 1:50

nom. 10mm off ceiling

JF01

JF01

JF01

JF01

422

℄

SK01

FFL +65.00

275

20

℄

nom. 10mm off ceiling

SK01

900

10

EQ

FFL +65.00

2,025

2,200

S-06 #LayID

125

PB04

2,505

vertical timber batten screen

ENTRY 1:50

10

850

PB04

PB04

2,640

WL02

LED02 under

20

125

board direction

1,177

Timber external battens dDetail 1:10

786 110

FCL +67.52

PB04

TC01

TDT-04

1,020

℄

2,080

2,520

900

PB04

℄

FFL +65.00

01

110

SK01

FCL +67.52

WL01

D01

Joinery Plan Ground Floor 90° 1:20

1,181

25

FCL +67.52

2,505

1

timber window frame

850 EQ ℄

2,520

734

1,798 EQ

440

FCL +67.52

JP1

734 1,177

15

2

LED01 against wall

2,080

500

PB04

1,915

Recessed pelmet Detail J01b 1:10

500 110

EQ ℄

CS01

390

EQ JF02

J01a

TDT-03

500

2,520

523

JF01

20

556

LED01 against wall

20

HK01

HK01

HK01

JF01 ℄

FCL +67.52

hanging rail

15

28

FCL +67.52

FCL +67.52

2,505

1,770

250

side

FCL +67.52

TL02

2,520

TL02

POWDER JF02 1:50

200 50

FFL +65.00 1,020

20

FFL +65.00 2,040

02

900

1,920

1,920

03 250

grain direction

1,570

422

500

350

POWDER 1:50

POWDER 1:50

50mm recessed kicker behind

04

POWDER 1:50

250

grain direction

250

2,040 CS01

01

2,520

FFL +65.00

JF02

100 20

1,536

angled shoe shelving

FFL +65.00

nom. 20mm off ground

nom. 20mm off ground 664

20

20

200 50

S-06 #LayID

100

50mm recessed kicker behind

50

1,181

1,300

1,300

20

2,640

1,915

1

LED02 under bench

250

1

D03

1,914

D03

2,520

1,770

2,520

D03

TL02

TL02

2,520

2,520

W02 nom. 50mm thick side panel to suit wall light on side

1,486

W02 W02

J01a Entry 1:20

390

J01b Entry 1:20

110

500

FCL +67.52

FCL +67.52

SK01

FFL +65.00 125

850

PB02

SK01

5,025

5,065

SK01

PB02

SK01

GPO

FFL +65.00

510

D05

6,000

554

SK 900

6,075

GARAGE 1:50

02

2,145

PB02

SK01

FFL +65.00

500

6,000

01

GD01

GD01 PB02

2,520

GD01

2,520

PB02

D04

FCL +67.52

J01a Entry 1:20 2,520

2,520

2

GARAGE 1:50

03

GARAGE 1:50

04

GARAGE 1:50

940 ℄

FCL +67.52

curved wall

curved

FCL +67.52

FCL +67.52

FCL +67.52

WT05

joinery GPO DATA

SK01 3,085

GSPublisherVersion 0.37.100.100

605

STUDY 1:50

SK01

FFL +65.00 1,219

3,690

01

D02

GPO

SK01

FFL +65.00

PB02

2,520

W01

2,520

2,520

PB02

W01 2,080

through

2,520

section

PB02

FFL +65.00

STUDY 1:50

850

650

3,035

3,690

3,035

02

FFL +65.00

2,190

1,816

03

STUDY 1:50

04

STUDY 1:50

CONSTRUCTION SET 4/6/2024 ELEVATION NOTES Check dimensions on site against documentation before proceeding with the work of the contract.

Documents to be read concurrently including drawings, specifications, schedules and reports. Builder must notify architect of omission or conflict in drawings and their relation to specifications, schedules and/or reports.

The drawings, specifications, schedules and any reports referred to as part of the complete specification are to be considered as co-operative documents. Any work omitted from the specification and/or reports but inferred or present in the drawings, or vice versa, is to form part of this contract.

Careful and thorough consideration of all drawings and notations is to be made to ensure any work required to be done by affected sub-contracting trades is cross-referred in order to ensure details or notations omitted

INTERIOR ELEVATION NOTES 1. All wall skirting to be 100mm off FFL unless specified.

2. All waterproofing is to be carried out in accordance with AS 3740.

3. All glass shower screen to be Grade A safety glass.

4. Refer to project schedule for finishes details.

ELEVATION NOTES 1. Refer to project schedule for wall & finishes details.

2. Ensure all external areas are graded away from the dwelling with a minimum grade of 1:100 for at least 1 metre from dwelling.

04 Re-imagining Weeds Masters Thesis Studio, Thesis Studio 03: DIG Thesis Statement According to Goho, the rising temperature over the next 50 years will affect different native vegetation negatively and, the sole survivor in our ecosystem would be weeds.1 During the past 200 years of colonial intervention, the changes in the Australian landscapes and ecology has been destroyed and tarnished.2 As an example, the Royal Botanic Gardens in Melbourne, removed and relocated native Australian plants as foreign exotic species were taking over the ecosystem.3 How do humans plan on returning to nature or the past? A way to repair the current landscape and ecology. This thesis argues that the urban landscape can’t be fully repaired, however, movements to heal the current landscape can be done.

As the urban landscape currently is a layering on top the of the chaos caused by the past, imitating the ‘perfect’ version of a human made landscape.4 Therefore, weeds will be the basis of thriving in the current landscape. Even though they are commonly viewed as unwanted, maligned, and murderous, they nonetheless survive this harsh landscape and thrive in any environment.5 The hybridised landscape will accommodate the highly romanticized Seed Bank and a Weeds Centre. The Weed Centre will be located on 318 St Kilda Road, and the Seed Bank will be placed along the axis of The Shrine of Remembrance. The seed bank will act as a monument to the past. However, in the future, the roles of importance and hierarchy will be reversed as the weed centre will be the hopes in our reality.

1.

2.

3.

4.

5.

Alexandra Goho, “ANTICIPATING CLIMATE CHANGE,” Landscape Architecture 94, no. 12 (2004): 48.

P. M. Kloot, “Plant introductions to South Australia prior to 1840,” Journal of the Adelaide Botanic Garden (1985): 217.

“Royal Botanic Gardens, MELBOURNE,” Historic Gardens Review, no. 16 (2006): 37. http://www.jstor.org/ stable/44791259.

Matthew Gandy, “Urban nature and the ecological imaginary.” In In the nature of cities, Routledge, 2006, 69.

Robert Gibson, “Weeds,” Alternative Journals 40, no. 4 (2014): 64.

4.1

Seed Bank Exterior Perspective

19

//

Re-imagining Weeds

20 // Re-imagining Weeds

R e g e nerat i on Int erv ent i on In the next 50-100 years, the vice regal colonial landscape that was created will be tarnished by the everlasting climate change. The colonial intervention that happened over the past 200 years with the help of climate change allowed the native landscape to tarnish. The façade of the current landscape is a cover up for the chaos and problems that happened beneath and before. The imagined landscape of 2072 will slowly heal the current landscape and allow for interventions to work towards a better and healthier environment. Thus, transformation of a hybrid/cyborg landscape will actively give back to the harsh environment to slowly repair its current state that humans have created. And using weeds as a catalyst that starts this process of renewal.

The word “weed” is something that is usually seen to have a negative connotation. Why is it viewed as a negative ideal? This is because humans have placed this ideology and construct upon themselves to automatically think that it is a problem. However, what if the only vegetation that survives climate change were weeds? Would we still view weeds as something that is a pest or a problem? Or should we embrace it and make use of it to further heal and repair the current environment.

The Weed Centre and Seed Bank acts as an anchorage and a symbol of hope for the future. With the weed center providing aid using the surrounding weeds and the seed bank acting as a monument to honor the seeds and culture that has pass through these lands. These typologies are accompanied by the action for removing the surrounding colonial buildings like government house. It further emphasizes the symbolic act that reminds the public about the more important goal and issue, which would be, embracing the current landscape and provide aid back into the environment.

This occurs with the inclusion of new infrastructure such as the carbon capturers laid along the path connecting the buildings and giant mulchers placed at areas where needs it the most.

21 // Re-imagining Weeds

4.2

Site Composition

4.3

Concept Parti

22 // Re-imagining Weeds 4.4

Plant Nursery for the Seed Bank

23 // Re-imagining Weeds

Seed Bank The heavily romanticised seed bank is placed along the axis of the Shrine of Remembrance.

This was done as the monumentality of the axis helps reflect the importance of the monumentality of the seed bank. However, the seed bank will remain as a monument but the levels of hierarchy will shift towards the weed centre.

The seed bank will act as an a research and educational building that provides knowledge and the past to the visitors. With exhibitions portraying the journey of seeds to the culture behind cultivating crops.

This will further emphasise the importance of history and even though the worst may come from it but humans learn through it.

24 // Re-imagining Weeds

t kou Loo

ion

ibit

Exh

ce

Spa

Staff Resti

ng Room

Event Space

Informatio n Area

Rooftop Terrace

Offices

Resting Ar ea

Second Floor Plan 4.5

Floor Plans of Seed Bank

4.6

Section for the Seed Bank

First Floor Plan

25 // Re-imagining Weeds

Entry

ion

ibit

Exh

e Caf

ce

Spa

Staff Resti

ng Room

Changing Room Plant Nu

rsery

Entry

Seed Bank

Lab

Cold Lab

Ground Floor Plan

Basement Floor Plan

26 // Re-imagining Weeds 4.7

Weed Centre Exterior View

27 // Re-imagining Weeds

Weeds Centre The weeds centre will accommodate different types of programs that will help the surrounding community and environment to the fullest.

Visitors could bring their source of weeds and turn it to compost and even building materials for future construction uses.

The weeds centre provides a open and public workshop that teaches the public about the uses of weeds in the new environment. Furthermore, providing a safe space and environmentally friendly space for processing weeds and selling as commercial goods.

The building material of the weeds centre are weed aggregate and rammed earth. Areas where heavy machinery and high heating occurs, rammed earth will be used as the thermal properties and structural properties help with accommodating those needs.

28 // Re-imagining Weeds

Wood Working Area op

sh ork lic W

Pub e rag

om e Ro

Sto

chin

Ma

Staff Resting Room

Entry

Staff Resting Room

Drying & Preparation Room

Preparation Room

Market Area

Lab

Collection Area

Basement Floor Plan

4.8

Floor Plans for Weeds Centre

4.9

Sections for Weeds Centre

Compost Workshop Entry

Entry

Ground Floor Plan

29 //

Staff Resting Room

Re-imagining Weeds

ftop Roo ace Terr

ftop Roo ace Terr

VOID

Event Space

Control Room

VOID

Event Space

Offices

First Floor Plan

Second Floor Plan

30

//

Re-imagining Weeds

Weed Aggregate

4.10

31 // Re-imagining Weeds

Weed Aggregate 3 different types of ratios were tested out for the different types of aggregate. The casting experiment allowed us to understand the density of the brick is lowered every time the amount of dried weed leaves is placed instead of plaster.

This could potentially reduce the amount of concrete needed for a building and therefore, reduce the environmental impact that the creation of concrete blocks have towards the environment.

The weeds centre will be producing these materials for the public and allow for closed system in replacing the current building’s material in the long run.

Preferably, the bricks will be pigmented with different colours rather than having a greyish patina. Therefore, complimented with the rammed earth material at other aspects of the building.

05 Re-establishing Connections Masters of Architecture, Studio 32: Basin

Site location: The Basin, Victoria

Isolation. Disassociation. Both of these words were the epitome of site. The emotions that was evoking were all negatives from the perception of the overall Basin community.

This newly proposed project aims to abolish this negative perception Intersection 3 had and create something new for the overall Basin community to use and enjoy. Reintegrating intersection 3 back into society by having programs that will bring people together. Furthermore, having programs that are helpful towards the overall basin community. Connecting people together by creating a cultural hub and art gallery for the public while also having a purposeful function of water collection and filtration for the Basin itself.

By creating something new, does not mean disregarding the past. Respecting the history of the site is important. Therefore, reusing existing buildings and establishing order through the existing conditions of the site.

5.1

Courtyard towards existing building

33

//

Re-establishing Connections

34 // Re-establishing Connections

The natural aspect of site interests me while exploring and analysing the existing area. Exploring the water story of the basin in relation to the topography of the land. Furthermore, I looked into the aspects of bushfire that had happened in the past. Exploring the natural occurred bushfire and the planned bushfire in the basin context.

I’ve decided to focus on intersection 3 of the basin. This intersection was a rehabilitation centre and was a boys home in the past. Thus, the site is isolated from the basin community and is often looked down on. I further explored this by looking at the history of the site and found out about the terrors and horrible events that happened.

Since the site is isolated from these busy areas of the locality, I feel that it is appropriate to have an art gallery and cultural hub in this site as it is somewhat calm and quiet compared to the other sites. Furthermore, there’s a magnificent view that looks towards the west which is a huge farmland plain that can be very beautiful and also has a view of the Dandenong ranges further down the eastern side.

35

//

Re-establishing Connections

Historical Collage

5.2

36 // Re-establishing Connections 5.3 Site Analysis Legend Topography

5.4

Water Courses

Existing Buildings

Newly Proposed Building Masterplan

Legend Existing Buildings

Newly Proposed Buildings

37 // Re-establishing Connections

5.5

Site Plan Green Roof

BO

H

fo r

Ga

lle

ry

Legend Existing Buildings

Ar t

Ga

lle

ry

Event Space

Lobby

Event Space

Ar

tG

all er

y

Courtyard

Lobby

Cafe

Courtyard

5.6

Ground Floor Plan

06 Relux Bath Masters of Architecture, Studio 13: Embody

Site location: 129-135 Elgin Street, Carlton, Victoria We are embodied beings, our body is our instrument to experience and make sense of the world.

We were to choose a physical modality and have that base to design a space using our bodily perception and experience.

I chose bathing as my modality and this was because it is part of everyone’s lives and we practice everyday. By looking into different cultures and traditions like roman, Finnish, Turkish and Japanese bathing, I’ve decided that I would like to explore more of the Finnish and Japanese bathing culture.

From this I ask, what does luxury mean for people?

For me luxury means the aspect of time stopping.

The idea of being free of time and not constrained by it. This bathhouse wants to convey that idea of luxury.

6.1

Outdoor Bath

39

//

Relux Baths

40 // Relux Bath

I started experimenting with different types of bathing techniques and it has affected me positively throughout the semester. As an example, I now tend to take cold baths in the morning to start my day off and I’ll take warm and hot baths when I feel stressed or anxious to relieve those feelings.

Bathing differently really changed my way of doing things during the semester, I felt more productive and alert throughout the days. This helped improve my work flow and having a balance between work and rest.

The bath house is located in Carlton at the corner of Elgin and Rathdowne Street. I looked into the existing context and found multiple water-based programs near the vicinity of the site. From that I’ve discovered Carlton baths, Fitzroy baths and the Melbourne city baths.

The building’s form takes shape by having multiple planes intersecting and overlapping to create a layering effect that provides shade and lighting in and outside the building. The bath house has 3 levels, a basement, ground floor and first floor.

Due to the heavy and grounded nature of water, I’ve decided to have bathing areas on the ground and basement level.

41 // Relux Bath

6.2

Modality Collage

42 //

Waterfall VOID

Relux Bath

Spa Area

Foot Spa Resting Space

3.3

First Floor Plan. Showing the massage area and resting araea of the bathhouse.

Cold Bath Dry Room

Hot Bath

Kitchen Bathing Area

BOH

Cafe Locker Room

Sauna

Lobby Break Room

Changing Rooms

Shower Room Ice Bath

3.4

Ground Floor Plan. Showing changing rooms at the East and surrounded by outdoor baths with a combination of hot and cold.

Sound Bath

Break Room

Bathing Area

Bathing Area

BOH

Ice Bath

3.5

Fire Bath

Basement Floor Plan. Showing internal baths and the inclusion of sensory baths like sound, freeze and hot baths.

43 // Relux Bath

3.6

Long Section. The intersection of planes creates many different sensational lighting effects that changes while time pass.

3.7

Outdoor Rain Shower

07 CMG Tower Masters of Architecture, Applied Architectural Technology (Group work)

Site location: 215 Spring Street, Melbourne, Victoria The design development of skyscrapper was done to understand the overall complex building systems. Drafting skills and conveyance in technical drawings were important in the overall delivery of the project

The strategy in designing the highrise was to be as efficient as possible while design the building’s core. By having an efficiently placed core, it allows for creating efficient spaces, washrooms and storage rooms are placed within the core creating purposeful spaces between the hotel lifts on unserviced floors.

Regarding the position to the street, the tower is set close to Spring street with a setback of 5 meters. This design choice was due to two main factors. One factor was to not overshadow any of the buildings ajacent on the western facade. The tower sets back 20 meters from any adjacent building.

The second factor is for direct views into Parliament Gardens and even to Fitzroy Gardens.

7.1

Group members: Martin Trivieri, Gregory Wang & Jun Wei Chng (Chris) Individual work will be stated.

Corner Perspective

45

//

CMG Tower

46 //

3

4

5

6

7

8

9 B 6000

1

A1.3

CMG Tower

6000

C

TYPICAL SUITE

TYPICAL SUITE

6000

D

F

TYPICAL TWIN

TYPICAL SUITE

6000

E

6000

A

TYPICAL TWIN

+229.4

Level 51 - Roof

+222.6

Level 50

+219.2

Level 49

+215.8

Level 48

+212.4

Level 47

+209.0

Level 46

+205.6

Level 45

+202.2

Level 44

+198.8

Level 43

+195.4

Level 42

+192.0

Level 41

+188.6

Level 40

+185.2

Level 39

+178.4 +175.0

Level 38 - Mechanical Floor Level 37

+171.6

Level 36

+168.2

Level 35

+164.8

Level 34

+161.4

Level 33

+158.0

Level 32

+154.6

Level 31

+151.2

Level 30

+147.8

Level 29

+144.4

Level 28

+141.0

Level 27

+137.6

Level 26

+134.2

Level 25

+130.8

Level 24

+127.4

Typical Highrise

+124.0

Level 22

6000

D 6000

E 6000

G

F 6000

6000

H 6000

J

I 6000

6000

K 6000

L 6000

M 6000

TYPICAL TWIN

6000

30000

H

TYPICAL TWIN

+76.0

Level 13

+72.0

Level 12

+68.0

Level 11

+64.0

Level 10

+60.0

Level 9

+56.0

Level 8

+52.0

Level 7

+48.0

Level 6

+44.0

Level 5

+40.0

Level 4

+36.0

Level 3

+32.0

Level 2

+24.0

Level 1 Mechanical Floor

+20.0

Clerestory

+0.0

6000

6000

6000

6000

6000

6000

6000

1

BUILDING SECTION

TYPICAL HOTEL HIGHRISE

1 A1.3 1:500 @ A1

2 A1.3 1:250 @ A1

Group work

6800

259400

4000

N

1

1065985 940445 1129812

4000

M

N

A1.3

MARTIN TRIVIERI JUN WEI CHNG GREGORY WANG

4000

K

6000

6000 6000

12000

J

TYPICAL TWIN

TYPICAL TWIN

M

TYPICAL SUITE

TYPICAL TWIN

TYPICAL TWIN

TYPICAL TWIN

TYPICAL TWIN

TYPICAL TWIN

6000

8000

I

N 6000

4000

H

L

Ground Floor TYPICAL SUITE

6000

L

6000

4000

6000

G

6000

TYPICAL SINGLE

TYPICAL SINGLE

K

4000

F 6000

1 1 A2.2

4000

6000

E

6000

6000 6000 6000 6000

Level 14

TYPICAL TWIN

TYPICAL SINGLE

Level 15

+80.0

6000

6000 TYPICAL SINGLE

Level 16

+84.0

TYPICAL TWIN

TYPICAL SINGLE

6000

TYPICAL SINGLE

+88.0

D

TYPICAL TWIN

TYPICAL SINGLE

6000

TYPICAL SINGLE

TYPICAL SINGLE

Level 17

TYPICAL TWIN

TYPICAL SINGLE

TYPICAL SINGLE

J

Level 18

+92.0

6000

TYPICAL SINGLE

TYPICAL SINGLE

I

Level 19

+96.0

TYPICAL TWIN

TYPICAL SINGLE

TYPICAL SINGLE

TYPICAL SINGLE

H

+100.0

C

TYPICAL TWIN

TYPICAL SINGLE

TYPICAL SINGLE

G

Level 20 - Mechanical Floor

TYPICAL SUITE

TYPICAL SINGLE

TYPICAL SINGLE

F

+104.0

TYPICAL SUITE

E

Level 21 - Sky Lobby

TYPICAL SUITE

TYPICAL TWIN

TYPICAL TWIN

TYPICAL TWIN

TYPICAL TWIN

TYPICAL TWIN

D

+112.0

6000

6000

C

37400XSKYRISE (11 FLOORS)

6800

B

1

A1.3

6800

3400 3400 3400 3400 3400 3400 3400 3400 3400 3400 3400

9

54400XHIGHRISE (16 FLOORS)

6800

8

3400 3400 3400 3400 3400 3400 3400 3400 3400 3400 3400 3400 3400 3400 3400 3400

7

12000XSKY LOBBY

6

8000

5

40000XMIDRISE (9 FLOORS)

4

6000

B

3

4000

9

4000

8

4000

7

4000

6

4000

5

4000

4

4000

3

4000

A1.3

4000

1

32000XLOWRISE (9 FLOORS)

TYPICAL HOTEL SKYRISE

3 A1.3 1:250 @ A1

4000

1

A1.3

2 1 A2.2

4000

6000

20000

6000

6000

6000

6000

6000

6000

6000

N

8000

6000

N

8000

6000 6000 TYPICAL TWIN

TYPICAL TWIN

TYPICAL SUITE

TYPICAL SUITE

M

4000

6000 TYPICAL TWIN

K

24000XPODIUM

TYPICAL TWIN

J

6000

6000

I

L

6000

30000

6000

G

Crown

C

B 6000

+259.4

6000

A1.3 KEY BUILDING INFORMATION

SITE INFORMATION

TOTAL OFFICE NLA: 36009.9m2 TOTAL HOTEL USABLE AREA: 35725.2m2 TOTAL BUILDING GFA excl. MECHANICAL FLOOR, PODIUM: 93321.3m2

SITE AREA: 95 x 55m = 5225m2 PLOT RATIO 18:1 MAX GFA = 94050m2

SITE:

TUTORIAL GROUP

TUTOR

PAGE

SPRING STREET

01

MELISSA MALIK

A 1.3

47 //

C1

DOUBLE GLAZED WINDOWS

T03. STEEL CEMENTITIOUS PANEL

RL 72.0

SILL COVER. EXTRUDED ALUMINIUM ON BRACKETS OVER SKIRTING DUCT.

T03 5 A4.4

INSIDE

5 A4.4

RAISED ACCESS FLOOR SYSTEM FIRESTOP BETWEEN FLOOR SLAB AND INSULATION.

OFFICE

SL1

F01. ALUCOBOND CLADDING WRAPPED AROUND STRUCTURAL COLUMN.

SL1. COMPOSITE FLOOR SLAB.

C1. STEEL COLUMN EMBEDDED IN CONCRETE

EQUAL ANGLE SARKING. CSR BRADFORD ‘BREATHERFOIL ANTIGLARE’ VAPOUR PERMEABLE SARKING USED.

TOPHATS USED TO ATTACH CLADDING.

B2

STEEL BRACKET CONNECTING EDGE BEAM TO BEAM.

SARKING. CSR BRADFORD ‘BREATHERFOIL ANTIGLARE’ VAPOUR PERMEABLE SARKING USED.

STRUCTURAL & SERVICES

EB1 OUTSIDE

EB1. 700 WB 150 UNDER THE FLOOR SLAB

STEEL BRACKET ATTACHED TO MULLION BEHIND. SUSPENDED CEILING SYSTEM

DOUBLE GLAZED WINDOW

SUSPENSION CLIPS TOP CROSS RAIL EXTERNAL CLADDING TO BE FIXED TO SPLIT MULLION.

INSIDE

HORIZONTAL SHADING SYSTEM CONNECTED TO MULLION

C1

LO2

OFFICE

FURRING CHANNEL SHADING SYSTEM TO BE FIXED TO SPLIT MULLION

1 Service Zone Detail Section

1 A4.4 1:10 @ A1

CLADDING SYSTEM TO BE INSULATED.

INTERNAL LIGHT-WEIGHT ALUMINIUM FRAMING TO FACADE.

OUTSIDE OUTSIDE

ALUMINIUM CLADDING TO BE FIRE RATED PER FIRE ENGINEERS REPORT.

DOUBLE GLAZED WINDOWS STEEL CEMENTITIOUS PANEL

INSIDE

REBATE IN CONCRETE SLAB TO CONCEAL FLOOR BRACKET BACKFILLED WITH GROUT. SILL COVER. EXTRUDED ALUMINIUM ON BRACKETS OVER SKIRTING DUCT.

OFFICE

TRANSOM

T03

PRESSURE EQUALISATION CHAMBER. SMOKE FLASHING. TYP. 1MM THICK FOLDED GALVANISED STEEL SHEET.

5 A4.4

4 Fin Cladding Detail Plan

5 A4.4

4 A4.4 1:10 @ A1

FIXING BOLTS. FIX TO THE BACK OF MULLION AND THROUGH EXTRUDED ALUMINIUM STIFFENER INSIDE MULLION PACKERS TO LEVEL. IN CAST ANCHOR BOLT TO FLOOR SLAB.

SL1

50 MM ROCKWOOL FIRESTOP

CONCRETE REBATE TO ALLOW FOR STACK JOINT INSTALLATION. WILL BE FILLED WITH GROUT AFTER INSTALLATION.

Z FLASHING. TYP. 1MM THICK FOLDED GALVANISED STEEL SHEET. TO FIX FIRESTOP BLOCKING. SPANDREL GLAZING INSULATION

EB1

EQUAL ANGLE

SPANDREL GLAZING

SARKING. CSR BRADFORD ‘BREATHERFOIL ANTIGLARE’ VAPOUR PERMEABLE SARKING USED.

PV PANELS BEHIND SPANDREL GLAZING.

SARKING. CSR BRADFORD ‘BREATHERFOIL ANTIGLARE’ VAPOUR PERMEABLE SARKING USED. EDGE BEAM. STEEL VERMICULITE SPRAY FIRE RESISTANCE UP TO 4 HRS

Joint Detail Section Elevation 2 Stack 1:5 @ A1

RL 72.0

INSIDE

FIXING BOLTS. TYP. M12 WITH 5MM FLAT WASHER TO BACK OF MULLION AND THROUGH EXTRUDED ALUMIUM STIFFENER INSIDE MULLION.

OFFICE

CAST-IN INSERT. ROUGH SURFACE FOR GROUT TO BE SECURED IN PLACE AFTER APPLYING.

SMOKE FLASHING & FIRE STOP. 1MM THICK FOLDED GALVANISED STEEL SHEET.

2 A4.4

SPLIT MULLION. TO HOLD GLAZING AND FINS IN PLACE.

INSULATION

SPANDREL GLAZING. ALLOWING SUNLIGHT TO PENETRATE TO PV CELLS BEHIND.

ALUMINIUM FIN SHADING TO BE FIXED ON A SPLIT MULLION.

PV PANELS. STEEL BRACKET FIXED ON TO MULLION WITH AN EQUAL ANGLE ATTACHED TO A SHS. SARKING. CSR BRADFORD ‘BREATHERFOIL ANTIGLARE’ VAPOUR PERMEABLE SARKING USED.

ALUMINIUM SHADING TO BE FIXED TO ALUMINIUM FIN.

TIMBER BATTEN TO ALLOW FOR BLIND PELMET FIXING.

LO2

BLIND PELMET TO BE FIXED ON TIMBER BATTEN.

INSIDE

OUTSIDE TRANSOM

OFFICE

HORIZONTAL SHADING MANUFACTORED OFFSITE. ALUMINIUM TO BE FIXED ON TO SPLIT MULLION WITH STEEL BRACKET.

OUTSIDE

5 Stack Joint Detail Plan

5 A4.4 1:5 @ A1

SUSPENDED CEILING PANEL 89 x 89 x 6 Steel SHS

Detail Section 3 Transom 1:5 @ A1

3 A4.4

JUN WEI CHNG

Individual work

940445

SITE:

TUTORIAL GROUP

TUTOR

PAGE

SPRING STREET

01

MELISSA MALIK

A4.4

CMG Tower

5

REBATE IN CONCRETE SLAB TO CONCEAL FLOOR BRACKET BACFILLED WITH GROUT.