Architecture Portfolio December 2018 by Bao Anh Nguyen

Barney (Anh B.) Nguyen | Graduate Architect EDUCATION 2009 - 2014

B. ARCH., Ho Chi Minh University Of Architecture

2016 - 2018

M. ARCH, The University Of Melbourne

PERSONAL

EXPERIENCES

+61 432 570 345

2011

Architect Intern at Atlas+ Industries Viet Nam

2012

Architectural assistant at Lyan Co.

2014 - 2016

Architectural Technician at Atlas+ Industries Vietnam

2018 -

Graduate Architect at Arc Zero Pty Ltd.

2014 -

Freelance Designer/Draftperson/Visualiser

baoanhnguyen.kts@gmail.com linkedin.com/in/baoanhnguyenarc issuu.com/banh_banh_nguy_n/docs/ portfolio_Dec2018

CERTIFICATIONS 2015

Melbourne, Australia

Revit Architecture 2014 Certified Professional, Autodesk, License 00411973

PROFESSIONAL SKILLS

Revit Architecture

AutoCAD

3ds Max

Photoshop

InDesign

Power Point

Word

Sketch Up

Unreal Engine 4 for ArchViz

PRACTICAL WORKS

ACADEMIC WORKS UNDERGRADUATE PROJECTS

page 4 PERSONAL DESIGN - DOCUMENTATON

page 12 UNREAL ENGINE 4 FOR ARCH-VIZ

page 16 MANUFACTURING PLANT page 20 NATIONAL UNIVERSITY LIBRARY

CONTENTS

GRADUATE PROJECTS page 24 MAGIC MOUTAIN page 30 UNDER THE SKYRAIL

page 36 ST. KILDA TRIANGLEâ&#x20AC;&#x2122;S MOCA page 42 WATERSCRAPER

ELECTIVE PROJECTS page 48 FLEXIBLE URBAN MODELLING page 52 DESIGN FOR HEAT IN THE PUBLIC DOMAIN

PRACTICAL

WORKS

DESIGN,VISUALIZE AND DOCUMENT Project Type . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Individual and Team Project Time . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . August 2013 - Present. Location . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Vietnam

Through all my designs and documentations, Iâ&#x20AC;&#x2122;ve used Revit Architecture to implement technical details of the design and construction works while refining all documentation involved in including all floor plans, elevations, sections, joinery, and details. My visualizations were made by two primary renderers: Vray for its realistic high quality and Enscape in terms of the quick render creation and realtime design review.

BUILDING DESIGN AND DOCUMENT (2013 - 2014) VIETNAM

Short stint at the family construction and development business. Tasked to provide sketch design proposals for shophouses Assisting in delivering the commercial, office projects

Lần nộp Lần nộp

12195 5500 975

250

850

250

850

250

975

905

900

110

1020

250

120

235

110

853

815 1715

600 300

110

3600

300 600 765

4 m²

KHO BẾP

3380 110

1075 +0.00 -0.05

220

110 110

VK2

TƯ VẤN THIẾT KẾ / consultant:

Công ty cổ phần kiến trúc ARCHILIFE

Địa chỉ / address: số 11/21, Thái Thịnh I, Thịnh Quang, Đống Đa, Tp. Hà Nội Điện thoại: 04 32484563 Fax: 04 32484563

HẠNG MỤC / partical:

NHÀ LÀM VIỆC

TÊN BẢN VẼ / drawing title

MẶT BẰNG TẦNG 1

PHỐI CẢNH MẶT BẰNG TẦNG 1

Giám đốc / director:

LỀU NHẬT TÂN

Kiểm / check by:

900

600 110

2165

700

325

1600

590

11 m²

3490

BẾP NẤU

+0.00 -0.05

LỀU NHẬT TÂN

Chủ nhiệm thiết kế / chief designer, approved by:

BỒN RỬA TAY

LÊ NGỌC LONG

500

26 m²

Chủ trì thiết kế / chief :

900

+0.00 -0.05

PHÒNG ĂN 1

Kiểm / check by:

LỀU NHẬT TÂN

3600

3460

2400

900

3380

3600

1140

Địa chỉ / address: số 5, Phan Đình Giót, Phương Liệt, Thanh Xuân, Tp. Hà Nội Điện thoại : 04 38642860 Fax: 04 38641207

TƯ VẤN THIẾT KẾ / consultant:

A KT-4.01/C

KT-6.19/C

KT-6.16/C

1195

Công ty cổ phần kinh doanh than Miền Bắc – Vinacomin

Địa chỉ / address: số 5, Phan Đình Giót, Phương Liệt, Thanh Xuân, Tp. Hà Nội Điện thoại : 04 38642860 Fax: 04 38641207

Công ty cổ phần kiến trúc ARCHILIFE

3600

+0.00 -0.05

24 m²

VK5

3380

CHỦ ĐẦU TƯ / project owner

VÁCH KÍNH

SẢNH TẦNG 1

TC1 KT-5.07/C

Thiết kế / design by :

BỒN CÂY

BÀN ĂN LỚN

900

LÊ NGỌC LONG

200 850

250

850

LÊ NGỌC LONG

NGUYỄN CỒNG VIỆT

Thể hiện / draw by :

NGUYỄN CỒNG VIỆT

250

850

250

975

250

850

5500

250

850

1350

975

Giai đoạn thiết kế / project status:

5500 B

B KT-4.02/C

THIẾT KẾ BẢN VẼ THI CÔNG

Ngày, tháng, năm / date:

19-5-2013

Ký hiệu bản vẽ / sheet number :

KT-2.01/C

250

120

975

Chủ nhiệm thiết kế / chief designer, approved by:

Chủ trì thiết kế / chief :

Thiết kế / design by :

NGUYỄN CỒNG VIỆT

Xây dựng xưởng chế biến than kết hợp phòng làm việc cho CBCNV Trạm CB&KD than Ô Cách - Công ty KD than Hà Nội Địa điểm / location: số 410, đường Ngô Gia Tự, Ô Cách, Đức Giang, Long Biên, Tp. Hà Nội

Công ty cổ phần kinh doanh than Miền Bắc – Vinacomin

110110

+0.00 -0.05

BÀN SOẠN

T1-1 KT-5.01/C

290

12 m² 1675

3380

7 DN

TỦ LẠNH

TIỀN SẢNH

BÀN BẾP

BỘ BÀN GHẾ TIẾP KHÁCH

Địa điểm / location: số 410, đường Ngô Gia Tự, Ô Cách, Đức Giang, Long Biên, Tp. Hà Nội

1775

5 m²

110

Xây dựng xưởng chế biến than kết hợp phòng làm việc BỘ BÀN GHẾ TIẾP KHÁCH cho CBCNV Trạm CB&KD than Ô Cách - Công ty KD than Hà Nội

CHỦ ĐẦU TƯ / project owner

110

700 110 780 905

+0.00 -0.05

110 235 700 853

735

W1 W2

WC NAM

110 110

900

4 m²

TÊN CÔNG TRÌNH / project :

BÀN LÀM VIỆC NHÂN VIÊN

TÊN CÔNG TRÌNH / project :

+0.00 -0.05

WC NỮ

840

3380

+0.00 -0.05

3600

BÀN LÀM VIỆC NHÂN VIÊN

KT-4.01/C

PHỐI CẢNH MẶT BẰNG TẦNG 1

Số dự án / project number:

1505

Tỉ lệ khổ giấy A3 / size A3, scale:

1 : 50

NGUYỄN CỒNG VIỆT Giai đoạn thiết kế / project status:

THIẾT KẾ BẢN VẼ THI CÔNG Số dự án / project number:

1505

RESIDENTIAL BUILDINGS

Vietnam

HIGHRISE APARTMENT - GOLDEN PALM

Le Van Luong st, Thanh Xuan, Ha Noi, Vietnam

Ngày nộp

Ghi chú / notes:

KT-5.09/C

KT-5.07/C

P.TỔ CHỨC HÀNH CHÍNH 3 22 m²

3865

Nội dung điều chỉnh

Ngày nộp

110 Ghi chú / notes:

10800

975

VS1

VK1

3600

850

110

TC2

KT-6.15/C

1180

Nội dung điều chỉnh

5500

850

Ngày, tháng, năm / date:

19-5-2013 Tỉ lệ khổ giấy A3 / size A3, scale:

Ký hiệu bản vẽ / sheet number :

KT-8.12/C

1195

BC KT-7.01/C

110

• • •

COAL MINING OFFICE TOWER - VINACOMIN

Phan Đinh Giot st, Thanh Xuan, Ha Noi, Vietnam 5

INTERIOR DESIGN, DOCUMENT AND VISUALZING (2017-2018) VIETNAM

• Working remotely with the team on interior projects in Vietnam • Be part of a 3-person team starting the project delivery from Concept Design onwards through Design Development, Construction Documentation and Joinery Details • Capable to delivery high quality visualization in V-ray for 3ds Max POOL DESIGN FOR A VILLA Thao Dien, 2nd District, Ho Chi Minh city, Vietnam

LINH LANG CAFE Linh Lang st, Ba Dinh district, Ha Noi, Vietnam

INTERIOR DESIGN, DOCUMENT AND VISUALZING (2018) AUSTRALIA

• Working on some interior design projects in Melbourne as a freelance designer “PHO XUA” CAFE 267 Glenferrie rd Malvern VIC 3144, Australia

“AN UONG” RESTAURANT 378 Bridge Road, Richmond Vic 3121, Australia

DOCUMENTATION (2014-2016) VIETNAM

• Experienced in Revit documentation for large-scale projects for some of the well-known architectural firms in Australia • Manage the delivery of documentation packages • Experienced in managing a BIM model PROPOSED PARAPET AHD 75.146

NO. 28 - 66 DORCAS STREET PROPOSED APARTMENT BUILDING 24 STOREYS

PROPOSED ADJACENT DEVELOPMENT PRIVATE TERRACES

95932

5500

4000

5520

335

2110

3821

4000

4.17

4.086

4.19

4.20 Ensuite 4.066 FFL 42950

A 163 SE

2571

2594

1824

7252

391

8000

7619

8000

4037

KITCHEN

TILES

BED 1

CARPET

STUDY

D3 6.03

BED 1

TIMBER

CARPET

LIVING

APT 6.02 APT TYPE F'

TIMBER

54.9 m²

D2 6.02

D2 6.03

APT 6.03 APT TYPE J'

BED 1

CARPET

68.9 m²

BALCONY

D3 6.14

KITCHEN

BATH

TILES

KITCHEN

D3 6.01

TIMBER

KITCHEN

TIMBER

BATH

TIMBER

BATH

TILES

TIMBER

D4 6.12

52.0 m²

TILES

LIVING

D1 6.14

D1 6.01

FFL 21.620 FFL 21.600

D1 6.10

TIMBER

A06-01

D1 6.13

D1 6.12 D1 6.11

APT 6.11 APT TYPE D

BALCONY

TILES

D3 6.02

D3 6.13

TILES

TIMBER

TILES

D1 6.02

FFL 21.620 FFL 21.600

D3 6.04

D1 6.03 D1 6.04

FFL 21.620 FFL 21.600

APT 6.04 APT TYPE D' TIMBER

KITCHEN TIMBER

TIMBER

BATH

KITCHEN

BATH

TILES

TIMBER

D1 6.09

63.1 m²

LIVING

D3 6.10

KITCHEN

D3 6.08

TIMBER

TILES

D2 6.10

KITCHEN

BATH

KITCHEN

D3 6.07

BATH

TILES

D2 6.09

APT 6.09 APT TYPE C

APT 6.08 APT TYPE B

52.4 m²

51.5 m²

BED 1

D2 6.07

APT 6.07 APT TYPE B'

BED 1

CARPET

TIMBER

BED 1

CARPET

D2 6.05

BED 1

CARPET

52.4 m²

LIVING

CARPET

TIMBER

BALCONY

TILES

11961

TILES

AVERAGE NORTHERN FACADE TOWER SETBACK

D3 6.05

APT 6.06 APT TYPE C'

51.5 m²

CARPET

TIMBER

BALCONY

AVERAGE NORTHERN FACADE TOWER SETBACK

BALCONY

TILES

BICYCLE PARKING

TILES

D2 6.06

D2 6.08

TILES

TIMBER

BATH

TIMBER

TILES

LIVING

TIMBER

BED 1

CARPET

BALCONY

LIVING

D4 6.05

TIMBER

BATH

COMMERCIAL BUILDING

APT 6.05 APT TYPE H' 63.1 m²

D1 6.07

TIMBER

D4 6.10

TIMBER

D3 6.06

D1 6.06

D1 6.08

KITCHEN

338°39'00" 48.85

A06-01

KITCHEN

TILES

D3 6.10

APT 6.10 APT TYPE H

TILES

LIVING

D1 6.05

BALCONY

54.7 m²

KITCHEN

BALCONY

D2 6.04

LAUNDRY D4 6.03

1500

BED 1

CARPET

D4 6.04

LAUNDRY D3 6.11

2980

TIMBER

TILES

BATH

TILES

D4 6.11 D2 6.11

JOINS TO A 130 PL

LIVING

TIMBER

APT 6.01 APT TYPE E'

D2 6.01

L4 Surgicentre - Set Out Plan - North

A06-02

1 : 100

A 013 DT

5100

5000

5780

5100 8100

CENTRE OF LANEWAY

BATH

8310

LIVING

CARPET

D2 6.14

BATH

12462

TILES

550

54.0 m²

TIMBER

95932

BALCONY

54.0 m²

5000

3 STOREYS

4782

TILES

BED 1

CARPET

APT 6.14 APT TYPE E

54.9 m²

KITCHEN

29841

A05-04

12 12.1

BED 1

TIMBER

APT 6.13 APT TYPE F

TILES

A 164 SE

2998 9850

8000

CARPET

LIVING

TIMBER

D2 6.13

NO. 86 COVENTRY STREET

J-J

A 164 SE

631

8000

BED 1

68.8 m²

LIVING

TIMBER

Bedroom 4.065 FFL 43000

6024 2588

4.62 I-I

BALCONY

TILES

BALCONY

68°38'40" 30.27

44000

4.63

H-H

PLACE

1531 6469

22277

FFL 43000

350

7050

BALCONY

TILES

CARPET

APT 6.12 APT TYPE J

TIMBER

Bedroom 4.063

3780

2114

3271 Wheelchair Bay

1140

11.1

4.18

FFL 43000

1250

6.8 PARAPET

1015

4200

1120

2300

4545 4000 4000

2120

Ensuite 4.064

4.083

C-C A 161 SE

FFL 42950

350

Hand Washing Bay

BALCONY

TILES

8341

2619 FFL 42995

2120 FFL 43000

4.16

3185

265

Cleaner's Room 4.085

4.64

Bedroom 4.061

2588

Ensuite 4.062 FFL 42950

2110

762

Bedroom 4.059 FFL 43000

350

9375

TIMBER

BED 1

8300

FFL 43000

BALCONY

TILES

D3 6.12

WELLS

SSL 43000

4.14

360 804

2770

1751

3583

1581

11.8 PARAPET

4480

345

2110

Ensuite 4.060 FFL 42950

14.5 PARAPET

Linen Bay 4.082

BALCONY

D2 6.12

4.13

5696

Corridor 4.077

4.214 4.213 Services

6103

6627

" refer to Lift Specification for actual size of lift car and lift shaft "

3800

1300

Ensuite 4.058

1780

1716

Waiting Area 4.074

6256

6302

2588

FFL 42950

6024 3780

4200

9747

2176

199

-305

2625

3025

Bedroom 4.057 FFL 43000

4.15

FFL 43000

2992

2950

Lift 6 6 Lift

45147

5850

FFL 43000

4471

6300

TIMBER

3 STOREYS

4.12

2664

19816 2950

Reception & Administration 4.073

FFL 43000

Lift Lift55

960

Bedroom 4.055

1200 0

9432 Corridor 4.076

2585 4.10

290

840

8903

4000 1165

2817

6300

STUDY

APARTMENT BUILDING

5054

General Store 4.075 FFL 43000

FFL 43000

4915 4744

2950

3225 1348

FFL 42950

Resuscitation Trolley Bay 4.081

3084

186 G-G

Ensuite 4.056

350

4017

3739

4.215

A 163 SE

FFL 42950

3020

759 4200

2225

10073

1150 4945 575

4725

Ensuite 4.054

2921

4.55

Lift44 Lift

19906

5107

2300

677 3899 1810

4.59

2796

4.212

F-F

8310

1120

350

6410

5361 1049

" refer to Lift Specification for actual size of lift car and lift shaft "

45122

3025

1621 690

A 162 SE

3975 6835

3300 Servery 4.049 FFL 43000

2200

4000

2919

4.228

2195

4656

193

350 6446

4000

Bedroom 4.269 FFL 43000 4000 FFL 43500

162

4000

FFL 43000

3336

2120

Bedroom 4.268 FFL 43000

3739

4200

2225

Lift Lift3 3

1621

COMM/Sec/MATV 4.165 FFL 43000

Vending Machine Bay 4.351

4.366

2120

Bedroom 4.267 FFL 43000

FFL 43000

4000

4.367

2120

746

4000

4.362

2120 Bedroom 4.266

Bedroom 4.265 FFL 43000

6.1

7466

4000

4.363

2151

FFL 43000

8908

4000

4.358

2151

158°40'20" 48.85

NO. 77 COVENTRY STREET

B-B

Bedroom 4.053 4.08

1280

4000

4.359

Bedroom 4.264 FFL 43000

FFL 43000 Beverage Bay 4.051

4000

4.354

Bedroom 4.261 FFL 43000

13168

4000

4.355

Bedroom 4.260 FFL 43000

FFL 43000

A 160 SE Waiting Room 4.050

2560

350 2560

350

2780

2560

350 2100 2424

759 290

4.315 4.436

Bedroom 4.262 FFL 43000

Lift 2

3084

4.140

Linen Chute 4.166

RF1

840

4.211

2710

4.339

FHR

990

FFL 43000

520

2492

4.249

4.141

Disposal Room 4.164

1613

Reception 4.030

FFL 43000

2110

Lift 1

3091

3964

4.142

Filing 4.129 4.314

3943

FFL 43000

4.377

2120 Bedroom 4.270 FFL 43000

1300

4300

1890

Ensuite 4.251 FFL 42950

122

2105

2854

4.294

4.313

3699

4171

Bedroom 4.271

Waiting Area 4.080

4.244

Accessible WC 4.167 FFL 42990

2863

4.145 Waiting Area 4.162

7466

Consult Room 2 4.132

4.378

4.376

2120

505

2560 810

2110

Ensuite 4.252 FFL 42950

2120

2110

4.338

4000

1890

4.337

2120

1880

982

2120

Ensuite 4.253 FFL 42950

4000

2110

Ensuite 4.254 FFL 42950

4.336

2120

1890

4.335

350

2560 350

2511

1859

Ensuite 4.255 FFL 42950

2100

Bedroom 4.340

2120

2141

Ensuite 4.256 FFL 42950

4.457

1334

4000

2141

4.333

2727

2900

4.311

FFL 43000

Accessible Toilet 4.216 FFL 42990

Waiting Area 4.162 FFL 43000

3709

10576

FFL 43000

4.341

1935

1806

9375

TITLE BOUNDARY

4000

2120

4.334

2988

910

Beverage Bay 4.199 Consult Room 1 4.135

4.340

748

Waiting Area 1 4.187 FFL 43000

1122

Ramp 5

FFL 41666

2796

2884

4.411

3202 C-C A 161 SE

2200

4619

2120

Bedroom 4.010

4000

FFL 43000

Resuscitation Trolley Bay 4.352

Ensuite 4.259 FFL 42950

COMMS 4.048 FFL 43000

4.309

2912 4.474

2254

4364

5054

4.470

Ensuite 4.263 FFL 42950

1449

Ensuite 4.045

4.401

2640

4.04

Hand Washing Bay 4.338

2120

1859

1120

RF1

11434 Hand Washing Bay 4.354

980

4.370

4000

Reception 4.133

3185

Ensuite 4.290

4.342

5444

1900

Consult Room 4 4.138

4.344

A06-02

FFL 42000

FFL 43000

4.450

4.387

4.402

1284

2110

2120

FFL 42950

FFL 43000

6400

5150

Ensuite 4.272 FFL 42950

6371

4.303

3320

2110

Ensuite 4.288 FFL 42950

9 Bedroom 4.289

FFL 43000

Ensuite 4.011

Staff Station 4.044

4.452 Mobile Equipment Bay 4.276 4.446

4.458

1890

FFL 43000

Ramp 2

45450

2085

4500 Clinical/Handover Office 4.330 FFL 43000

1300

3000 4.444

3000

2624 4.410

2245

Ensuite 4.257 FFL 42950

3100 Clean Utility 4.329 FFL 43000

B 7050

1875

4.07

2110

FFL 43000

800 900

2110

Hand Washing Bay 4.176

1890

2120

Ensuite 4.258 FFL 42950

2700

Toilet F 4.324

1700

2110

6128 Patient Lounge 4.294

500

3900

FFL 43000

4.443

1890

FFL 43000

Toilet M 4.323

750

1880

4.388

1890

Linen Bay 4.332

Dirty Utility 4.328

1300

2110

3196

800

2900

1880

2560

6004

2862

4.454 Beverage Bay 4.160

2110

4.449

1200 4.439

4220

2120

FFL 43000

2100

Movement joint

4.460

1890

4.448

4.438

4.400

2110

Corridor 6 4.342

Store 4.327 FFL 43000

1890

4.445 Office 4.325

Public Toilet 4.191

4200

Staff 4.322 FFL 43000

2110

4.441

4.09

1890

3350

2110

4.442

4.56

1890

4.165

PROPOSED PARAPET AHD 25.84

4.420

Ensuite 4.311 FFL 42950

3780

2110

4.372

Bedroom 4.341 FFL 43000

FFL 43000

4.300

4.396

6410

4.472

3320

350

4.471

4000

FFL 43000

2120

Bedroom 4.287

2100

3320

1883

4.432

2580

4.302

Consult Room 3 4.173

2040

6469

1890

4.451

1890

4.477

2290

FFL 43000

Accessible Toilet 4.163

4.307

FFL 43000

Ensuite 4.236 FFL 42950

Staff 4.037

4.305

4.304 Consult Room 2 4.145

4000

18829

Bedroom 4.285 FFL 43000

Filing 4.079 FFL 43000

FFL 43000

2110

FFL 42950

FFL 42950 Ensuite 4.286

2120

1531

Consult Room 1 4.139

2110

4000

2120

Ensuite 4.284

7 A 185 DT

4.432

350

2120

Ensuite 4.312 FFL 42950

4.421

4.11

2110

1860

4.187

4650

Interview 4.050 FFL 43000

FFL 43000 4.459

2120

4.164 Ensuite 4.029 FFL 42950

2110

1890

2140

4.167

4.169

1191

Accessible Toilet 4.336

4.409

2120

Bedroom 4.314 FFL 43000

2110

1720

COMMS 4.326 FFL 43000

4.463

2140 4.381

3100

FFL 43000

Cleaner 4.335 FFL 43000

4.455

2120

Ensuite 4.027 FFL 42950

4.166

4.162

1860

4.168 Ensuite 4.025 FFL 42950

5800

1890

Ensuite 4.023 FFL 42950

1100

2280

2796

4900

FFL 43000

Store 4.318

2120

Bedroom 4.313 FFL 43000

2920

Linen Bay 4.178

1130

2500

FFL 43000 4.408

FFL 43000

350

2560

2110

4.171

Mobile Equipment Bay 4.144

750 FFL 43000

Bedroom 4.028

FFL 43000

3985

2390

1900

2110

4.394

Office - Write-up 4.320

4300

FFL 43000

4.406

2120

Bedroom 4.026

FFL 43000

A 160 SE

2580

1165

A 164 SE

4000

Bedroom 4.024

2512

1890

4.175 4.173

749

1890

350

4.177

2900

FFL 43000

2800

4.170

2151

Ensuite 4.019 FFL 42950

4300

2110

4.174

750

2700

Dirty Utility 4.317

4.172 Ensuite 4.021 FFL 42950

4000

2150

5150

3100

Clean Utility 4.315

Bedroom 4.022 FFL 43000

1052 1052

2110

4.464

5800

3800

Clinical/Handover Office 4.316

2151

Bedroom 4.020 FFL 43000

4000

W6 4.176 Ensuite 4.017 FFL 42950

2560

2560 4.179

1890

4.456

2120

Ensuite 4.015 FFL 42950

6004

6002

1890

2120

Bedroom 4.018 FFL 43000

4000

4.178 4.399

Ensuite 4.013 FFL 42950

Disposal Room 4.319

Hand Washing Bay 4.278

406

2077

FFL 43000

4.181

4.407

4.462

FFL 43000

4245

1943

4.434

1053

352

Corridor 8 4.003

1590

2310

4.427

4.245

4.433

Bedroom 4.016

FFL 43000

4000

2862

2110

Bedroom 4.014

2512

FHR

FFL 42950 Ensuite 4.282

4.431

A05-01A

J-J

A 164 SE

4000

4.382

2110

4.405

4000

FFL 43000

350

2560 1890

810

720

45 4245

Staff Station 4.301 FFL 43000

FFL 43000

4300

2950

3800 4730 1515 8200

1890

Resuscitation Trolley Bay 4.184

4000

Bedroom 4.012

810

805

585

2110

Hand Washing Bay 4.333

4.331

4.412

2120

Ensuite 4.274 FFL 42950

4.380

1120

B-B

2541

I-I

A 163 SE

4000

2861

2110

2120

4.296

2861

1890

2120 Ensuite 4.247

4.383

1890

4.413

FFL 43000

FFL 42950

4000

Bedroom 4.249

FFL 43000

Ensuite 4.248

4.326

350

2560

2560 4.415

Ramp 1

Bedroom 4.281 FFL 43000

4.418

4000

Bedroom 4.246

2120

Ensuite 4.309 FFL 42950

350

350 2110

4.416

4000

Bedroom 4.245 FFL 43000

2120

Ensuite 4.305 FFL 42950

4.230

Bedroom 4.283 FFL 43000

42720

2120 4.414

Beverage Bay 4.296

2354

Bedroom 4.291 FFL 43000

Bedroom 4.307 FFL 43000

4.419

4000

4.384

5820

1846

4000

23623

1150 3985 4000

1165 5750

4000

Lounge 4.001 FFL 43000

2351

4000

Bedroom 4.308 FFL 43000

Ensuite 4.306 FFL 42950

2141

8310 12015

H-H

G-G

4000

2120

4782

A 163 SE

9325

5850

7050

9375

6300

9375

7050

45450

In Process

PCA

Fire Design

Blackett Macguire & Goldsmith Suite 2.01 The Fusion Building 22-36 Mountain St Ultimo NSW Ph:02 9211 7777 M:0417 247 344 E: david@bmplusg.com.au

Innova Services PO Box K194 Haymarket 1240 NSW Ph:1300 88 22 62 M:0409 887 929 E: jason@innovaservices.com.au

2700

310

2700

BST

LS F

1760

O2 MA

RF1

MSP

810 1610

1100 900

SCS

500

SCS

GPO/1

720

150

GPO/1

LS/UDL RCD GPO/1 GPO/1 GPO/1EP GPO/1EP MSP NA EC S O2 MA COM/2 GPO/1 GPO/1 GPO/1EP GPO/1EP

1 : 50

4.341 1 BR-MH-A Casework

Quantity Selection

Revit Family Name

GROUP 1

WARDROBE

HFG_Laminated Wardrobe

Casework

GROUP 1

SCS

Electrical Fixtures Electrical Fixtures

GROUP 1 GROUP 1

UDL GPO/C

PADDED STORAGE CUPBOARD 1 AND SEAT UP-DOWN LIGHT-GROUP 1 2 GPO CLEANER 1

1730h x 350w x 600d laminated wardrobe Refer architectural joinery detail Electrical Engineer Electrical Engineer

Electrical Fixtures

GROUP 1

GPO/1

GENERAL PURPOSE OUTLET - 1 2

Electrical Engineer

Electrical Fixtures Electrical Fixtures

GROUP 1 GROUP 1

LS LS/UDL

LIGHT SWITCH LIGHT SWITCH - UP-DOWN LIGHT-GROUP 1 COMMUNICATION OUTLET DOUBLE-GROUP 1 EMERGENCY POWER DOUBLE OUTLET-GROUP 1 GENERAL PURPOSE OUTLET - 1 RESIDUAL CURRENT DEVICE PATIENT NURSE CALL-GROUP 1

Electrical Engineer Electrical Engineer

Electrical Fixtures

GROUP 1

COM/2

Electrical Fixtures

GROUP 1

GPO/1EP

Electrical Fixtures Electrical Fixtures Electrical Fixtures

GROUP 1 GROUP 1 GROUP 1

GPO/1 RCD NC

Lucktime Pty Ltd trading as Imagescape Design Studios (ABN: 18 552 436 522) is an architect corporation registered under the provisions of the NSW Architects Act 2003. Nominated architects are Christine Kelly registration no. 6000 & Stephen Phillips registration no. 4608

1 2

SK5

Electrical Engineer

MSP_Communication Outlet (No Wall) MSP_Emergency Power Outlet

8 2 2

Electrical Engineer Electrical Engineer Electrical Engineer

MSP_General Power Outlet MSP_Residual Current Device Patient Nurse Call

Description Draft Construction Drawings Draft Construction Drawings Tender Issue Amendment Set 1

Date 11/05/15 26/05/15 9/06/15 10/06/15

LS BL3

4.396

In accepting and utilising this document the recipient agrees that SJB Architecture Pty. Ltd. ACN 065 207 490 T/A SJB Architects, retain all common law, statutory law and other rights including copyright and intellectual property rights. The recipient agrees not to use this document for any purpose other than its intended use; to waive all claims against SJB Architects resulting from unauthorised changes; or to reuse the document on other projects without the prior written consent of SJB Architects. Under no circumstances shall transfer of this document be deemed a sale. SJB Architects makes no warranties of fitness for any purpose.

OT3

The Builder/Contractor shall verify job dimensions prior to any work commencing. Figured dimensions shall take precedence over scaled work.

4.402

SK5

Category

300

RF1

5/27/2015 5:29:49 PM

2286

SCS

Plot stamp: 1 : 100

SCS RF1

440

450 300

PLAN

Scale

0531

E LS/UDL

900

2700

MSP

Checked by

4.402

240

GPO/1

BL3

2700

PB3

MSP GPO/1 A

900

1 : 50

MSP

17 m²

1250

LS/UDL

PB3

ELEVATION 720

310

450

LS/UDL

AR M O IN PE 9 N 10 IN C G LE

BL3

Drawn by

AR LE C G 0 IN 91 EN IN OP

Bedroom 4.341

RF1

SK5

R1 BST

GPO/1 GPO/1 GPO/1EP GPO/1EP

GPO/C

4.402

NORTH POINT

A 129 PL

03 1st August 2014

LS/UDL E

GPO/C

Date

NA EC

450 300

Project number

C:\Users\AnhNB.ATLAS\Documents\LAVIEx03-A-606-Central_A_AnhNB.rvt

LS/UDL RCD GPO/1 MSP GPO/1 GPO/1EP GPO/1EP

SEE A 805 DT FOR DETAILS MI

Avondale Rd Huntley NSW

0531

MSP

LA VIE DEVELOPMENTS

1610

Imagescape Design Studios (ABN: 24 137 940 017) is an architect corporation registered under the provisions of the NSW Architects Act 2003. Nominated architects are Christine Kelly registration no. 6000 & Stephen Phillips registration no. 4608

1000

CENTRELINE OF BED

810

918

GPO/2 COM/2

Access Consultant ILC Access 1 Fennell Street Parramatta NSW 2150 Ph:02 9912 5800 F:02 9890 0966 E: accessteam@ilcnsw.asn.au

23/01/15 30/01/15 26/02/15 02/03/15 27/03/15 21/04/15 11/05/15 26/05/15

1760

376

GPO/C

Geotechnical Engineer Martens and Associates Pty Ltd Unit 6/37 Leighton Place Hornsby NSW 2077 Ph:02 9476 9999 M:0422 681 978 E: brose@martens.com.au

Draft Construction Drawings Draft Construction Drawings Draft Construction Drawings Draft Construction Drawings Draft Construction Drawings Draft Construction Drawings Draft Construction Drawings Draft Construction Drawings

1300

ESD Northrop Engineers Pty Ltd Level 11, 345 George Street Sydney NSW 2000 Ph:02 9241 4188 M:0479 033 220 E:sremmerswaal@northrop.com.au

43 44 45 46 47 48 49 51

1594

150

Northrop Engineers Pty Ltd Level 11, 345 George Street Sydney NSW 2000 Ph:02 9241 4188 M:0414 349 145 E: german@northrop.com.au

2700

2750

Northrop Engineers Pty Ltd Level 11, 345 George Street Sydney NSW 2000 Ph:02 9241 4188 M:0435 772 452 E: yogesh@northrop.com.au

DODDS

L4 Set Out Plan - North

1300

Northrop Engineers Pty Ltd Level 11, 345 George Street Sydney NSW 2000 Ph:02 9241 4188 M:0410 554 547 E: sean@northrop.com.au

Revision Date

150

Northrop Engineers Pty Ltd Level 11, 345 George Street Sydney NSW 2000 Ph:02 9241 4188 M:0405 534 259 E: stephenf@northrop.com.au

Revision Description

1000

Northrop Engineers Pty Ltd Level 11, 345 George Street Sydney NSW 2000 Ph:02 9241 4188 M:0407 156 604 E: imcdaid@northrop.com.au

Revision Number

1630

Hydraulic Engineer

795

Electrical Engineer

330

Mechanical Engineer

441

Civil Engineer

4.396

ILLAWARRA INTERNATIONAL SPECIALIST & SURGICENTRE

Amendment Issue

Structural Engineer

6/10/2015 5:47:57 PM

Consultant Team:

Scale @ A3

1 : 50

Plot stamp:

Issue:

6/25/2015 7:32:28 PM

C:\Users\PLV-11\Documents\LAVIEx03-A-606-Central_A_PLV-11.rvt

3006 Australia T 61 3 9699 6688 F 61 3 9696 6234 sjb.com.au

A05-02

1755

F-F A 162 SE

4000

68182

1165

8000

STREET

11230

8000

DORCAS

8000

8100

8000

29841

8000

248°38'40" 30.25

7252

8300

5850

8341

4744

7518

8310

350

6835

DOCUMENTATION (2014-2016) VIETNAM

• ‘Workset’ coordinating and synchronizing with other team members, disciplines and oversea correspondence, varying from structure, interior, facade components and fitouts • Rough knowledge of relevant building codes and legislation • Achieve advanced level of experience in building Revit content (families)

KINGS DOMAIN

68 - 70 DORCAS STREET, SOUTHBANK 4D-0594 DRAWING REGISTER

DRAWING REGISTER

LEVEL 13

ROOF

SSL 39.300

LEVEL 24 SSL 74.700

2950

LEVEL 23 SSL 71.750

2950

SSL 33.400

LEVEL 22 SSL 68.800

LEVEL 9

2950

LEVEL 21 SSL 65.850

LEVEL 8

Date

Sheet Size

Scale

1 : 100

Job No.

SJB Architects

Chk.

Drawn

Author

Drawing

Drawing No.

A05-04

Revision

25 Coventry St Southbank VIC 3006 Australia T 61 3 9699 6688 F 61 3 9696 6234 sjb.com.au

650 1100

1100

WC3 300

ELEVATION

CPD/S

150

LEVEL 24 CONCRETE OUTLINE PLAN

1 : 20

A 340 DT

CPD/S OUTLINE PLAN ROOF PLANT LEVEL CONCRETE

650

WC3 300

450

A 340 DT

ELEVATI 1 : 20

COM/2

ENTRY CANOPY STEELWORK DETAILS - SHEET 1 ENTRY CANOPY STEELWORKCPD/S DETAILS - SHEET 2 ROOF STEELWORK DETAILS

GPO/2

Staff Station 4.044

PC3

GPO/2

6 8

C3 10 55

400

LEVEL 13

450

PC3

PC3 LS CPD/S

1700

630

WC3

SSL 33.400

310 570

FMB

SECTION

1 : 20

STAFF STATION (4.044) - PLAN

LEVEL 9

WC3

SECTION

6 A 340 DT SSL 30.450

150

2600 LEVEL 10

270

150

SSL 36.350

400

LEVEL 11

PC3 EQ

SSL 39.300

900

LEVEL 12

150

1100

SSL 42.250

A 340 DT

1 : 20

A 013 DT

LEVEL 8

2600

630

PC3

55 10

150

6/10/2015 6:34:05 PM

SCALE 1 : 100

LEVEL 23 CONCRETE OUTLINE PLAN

150

SSL 42.250

SSL 3.000

1700

150

2950

4000

LEVEL 13

GROUND

LEVELS 21-23 CONCRETE OUTLINE PLAN

450

C3 1100

SSL 45.200

SSL 7.000

900

2900

LEVEL 14

LEVEL 1

The Builder/Contractor shall verify job dimensions prior to any work commencing. Figured dimensions shall take precedence over scaled work.

BHWS-B PC3

2950

SSL 9.900

Project

WC3

LEVELS 12-20 CONCRETE OUTLINE PLAN

400

LEVEL 2

Chk.

LEVEL 11 CONCRETE OUTLINE PLAN

2950

2900

SSL 48.150

0 15

LEVEL 15

270

570

SSL 51.100

COM/2

2900

LEVEL 16

LEVEL 3

SSL 12.800

630

2950

SSL 15.700

1700

LEVEL 10 CONCRETE OUTLINE PLAN

790

2950

2900

SSL 54.050

LEVEL 4

2600

SSL 57.000

LEVEL 17

150

LEVEL 18

LEVEL 5

SSL 18.600

900

3000

2950

SSL 21.600

LEVELS 07-09 CONCRETE OUTLINE PLAN LEVELS 07-09 BOTTOM REINFORCEMENT PLAN LEVELS 07-09 TOP REINFORCEMENT PLAN LEVELS 07-09 POST TENSIONING PLAN

4800

SSL 59.950

3000

2950

LEVEL 19

LEVEL 6

Revision

LEVEL 06 CONCRETE OUTLINE PLAN

GPO/2

SSL 62.900

LEVEL 7

Date

LEVEL 05 CONCRETE OUTLINE PLAN LEVEL 05 SECTIONS & DETAILS

GPO/2

2950

LEVEL 20

SSL 24.550

Rev.

LEVELS 02-04 CONCRETE OUTLINE PLAN

2950

SSL 27.500

Client Name & Logo

LEVEL 01 CONCRETE OUTLINE PLAN

2950

SSL 30.450

North Point

GROUND LEVEL CONCRETE OUTLINE PLAN

2950

SSL 36.350

LEVEL 10

BASEMENT B1 CONCRETE OUTLINE PLAN

GPO/2

5900

LEVEL 12

LEVEL 11

HL NORTH ELEVATION - Dependent 1 - SCALE 1 : 100

BASEMENTS B4-B2 CONCRETE OUTLINE PLAN BASEMENTS B4-B2 BOTTOM REINFORCEMENT PLAN BASEMENTS B4-B2 TOP REINFORCEMENT PLAN BASEMENTS B4-B2 POST TENSIONING PLAN

SSL 79.800

5100

SSL 42.250

BASEMENT B5 CONCRETE OUTLINE PLAN

GPO/2 COM/2

TITLE

850

DWG. No. 095_BASEMENT B5 S095_01 096_BASEMENTS B4-B2 S096_01 S096_02 S096_03 S096_04 099_BASEMENT B1 S099_01 5 100_GROUND LEVEL S100_01 101_LEVEL 01 S101_01 102_LEVELS 02-04 S102_01 105_LEVEL 05 S105_01 S105_11 106_LEVEL 06 S106_01 107_LEVELS 07-09 S107_01 S107_02 S107_03 S107_04 110_LEVEL 10 S110_01 111_LEVEL 11 S111_01 112_LEVELS 12-20 S112_01 121_LEVELS 21-23 S121_01 123_LEVEL 23 S123_01 124_LEVEL 24 S124_01 125_ROOF PLANT S125_01 190_MISCELLANEOUS @ A1 S190_01 Checker S190_02 S190_03

850

DWG. No. TITLE 000_GENERAL NOTES S000_01 DRAWING REGISTER S000_02 GENERAL NOTES - SHEET 1 S000_03 GENERAL NOTES - SHEET 2 002_BULK EXCAVATION/SITE RETENTION S002_01 BULK EXCAVATION & SITE RETENTION PLAN S002_11 BULK EXCAVATION & SITE RETENTION ELEVATIONS - SHEET 1 S002_12 BULK EXCAVATION & SITE RETENTION ELEVATIONS - SHEET 2 S002_13 BULK EXCAVATION & SITE RETENTION ELEVATIONS - SHEET 3 2 3 4 5 S002_14 BULK EXCAVATION & SITE RETENTION ELEVATIONS - SHEET 4 S002_31 BULK EXCAVATION & SITE RETENTION DETAILS - SHEET 1 S002_32 BULK EXCAVATION & SITE RETENTION DETAILS - SHEET 2 S002_33 BULK EXCAVATION & SITE RETENTION DETAILS - SHEET 3 S002_34 BULK EXCAVATION & SITE RETENTION DETAILS - SHEET 4 S002_51 GROUND LEVEL CONSTRUCTION PLATFORM METHODOLOGY 004_FOUNDATIONS S004_01 FOUNDATION PLAN S004_11 FOUNDATION DETAILS - SHEET 1 S004_12 FOUNDATION DETAILS - SHEET 2 006_TYPICAL DETAILS S006_01 SLAB ON GROUND DETAILS - SHEET 1 S006_11 SUSPENDED SLAB DETAILS - SHEET 1 S006_12 SUSPENDED SLAB DETAILS - SHEET 2 S006_13 SUSPENDED SLAB DETAILS - SHEET 3 S006_14 SUSPENDED SLAB DETAILS - SHEET 4 S006_15 SHEAR REINFORCEMENT DETAILS S006_21 POST TENSIONING DETAILS - SHEET 1 S006_22 POST TENSIONING DETAILS - SHEET 2 S006_61 MASONRY DETAILS - SHEET 1 007_COLUMNS S007_01 COLUMN SCHEDULE - SHEET 1 S007_02 COLUMN SCHEDULE - SHEET 2 S007_03 COLUMN SCHEDULE - SHEET 3 S007_04 COLUMN SCHEDULE - SHEET 4 S007_05 COLUMN SCHEDULE - SHEET 5 S007_11 COLUMN TYPE DETAILS S007_21 RC COLUMN DETAILS 008_CORE WALLS 2 NORTH ELEVATION - Dependent 2 S008_01 CORE WALL ELEVATIONS - SHEET 1 S008_02 CORE WALL ELEVATIONS - SHEET 2 KINGS DOMAIN S008_03 CORE WALL ELEVATIONS - SHEET 3 DORCAS STREET SOUTHBANK 68-70 S008_04 CORE WALL ELEVATIONS - SHEET 4 NORTH ELEVATION 009_WALLS B C D F S009_01 PRECAST WALL ELEVATIONS E- SHEET 1 S009_02 PRECAST WALL ELEVATIONS - SHEET 2 S009_03 PRECAST WALL ELEVATIONS - SHEET 3 S009_04 PRECAST WALL ELEVATIONS - SHEET 4 S009_11 IN-SITU WALL ELEVATIONS - SHEET 1 S009_12 IN-SITU WALL ELEVATIONS - SHEET 2 S009_21 IN-SITU WALL DETAILS - SHEET 1 S009_22 IN-SITU WALL DETAILS - SHEET 2 S009_25 PRECAST LOADBEARING WALL DETAILS - SHEET 1 S009_26 PRECAST LOADBEARING WALL DETAILS - SHEET 2 S009_27 PRECAST LOADBEARING WALL DETAILS - SHEET 3 S009_31 PRECAST NON-LOADBEARING WALL DETAILS - SHEET 1 010_STAIRS S010_01 STAIR ELEVATIONS & DETAILS

SSL 27.500

1550

270

1550

640

60 150 60

640

3 3

LEVEL 7 SSL 24.550

1100

WC3 300

PC3

COM/2 1 :GPO/2 20 GPO/2

A 340 DT

PC3

CPD/S

ELEVATION

1 : 20

LEVEL 2

SSL 9.900

Staff Station 4.044

COM/2 GPO/2 GPO/2

14 12

ELEVATION

650

150

790

150

570

1100

CPD/S

PC3

150 A 340 DT

CPD/S

WC3

150

PC3 C3

COM/2 GPO/2 GPO/2

FMB 7

Staff Station 4.200

6000

GPO/2

PC3

6000

PC3

P3 850

GPO/2

Staff Station 4.044

PC3

70 1100 300

570

1100

1100 300 150

450

LEVEL 3 SSL 12.800

4800

FU C3 FU

ELEVATION 1 : 20

PC3

COM/2 GPO/2 GPO/2

450

33 0

320 650

650

900

LEVEL 4

COM/2 -

0 23

WC3

SSL 15.700

A 340 DT

3000

850

CPD/S

790

GPO/2

COM/2

GPO/2

SSL 18.600

WC3

LS -

0 23

PC3

LEVEL 5

850

CPD/S

450

SSL 21.600

PC3

55 10

FU BHWS-B LEVEL 6

400

0 15

150

450

WC3

633

WC3

LEVEL 1

6/10/2015 5:48:53 PM

A 013 DT

STAFF STATION (4.044) - PLAN

KINGS DOMAIN 68-70 DORCAS STREET SOUTHBANK

1 : 20

Drawing

1 : 20

WEST ELEVATION

The Builder/Contractor shall verify job dimensions prior to any work commencing. Figured dimensions shall take precedence over scaled work.

Job No.

@ A1

Chk.

Author

25 Coventry St CheckerSouthbank VIC

Drawing No.

Revision

A05-03A

5000

320

PC3

150

SECTION

A 340 DT

WC3

COM/2 GPO/2 GPO/2

1100

1 : 20 PC3

310

570

1100

CPD/S

C3 FU

Access Panel

PC3 COM/2 GPO/2 GPO/2

3006 Australia T 61 3 9699 6688 F 61 3 9696 6234 sjb.com.au

C3 FMB

Power/ cable path

1100

310 70

310

1 : 20

13 1550 60 150 60

640

Note: The image provided is a representation of the structural model only and shall not be used for information STAFF STATION (4.044) - PLAN AT 400 2

date

COM/2 GPO/2

SECTION

7 A 340 DT

640

project

SJB Architects

Drawn

WC3

architect

Sheet Size

1 : 100

1550

manager

1100

150

SECTION

Scale

C3 450

PC3

FU FMB

Date

68-70 DOCAS ST. SOUTHBANK A 340 DT

150 Project

WC3

320

270

Chk.

WC3

COM/2 GPO/2 GPO/2

Power/ cable path

Revision

PC3

0 33

KINGS DOMAIN

Date

570

630

2600

WC3 Rev.

PC3

900

GPO/2

1700

GPO/2 COM/2

150

400

CPD/S

PC3 PC3

PC3

790

SSL 3.000

Client Name & Logo

GROUND

450

PC3

COM/2 GPO/2 GPO/2

400

150

North Point

CPD/S

850

SSL 7.000

C3 10 55

status

A 013 DT

Consultant Team:

1 : 20

STAFF STATION (4.200) - PLAN 1 : 20

STAFF STATION (4.200) - PLAN AT 400 1 : 20

RESIDENTIAL DESIGN, DOCUMENT (2018 - ) AUSTRALIA

PROPOSED 4 DWELLINGS CONCEPT

PROPOSED 3 DWELLINGS CONCEPT

Janson St 14 Maidston

53 Devonshire st West Footscray

PROPOSED 5 DWELLINGS CONCEPT

58 Railway Parade Deer Park

TOWN PLANNING PERMIT DRAWINGS

W: www.arczero.com.au

ISSUE: TOWN PLANNING PERMIT

Easement 1.83m

6000

3510

KITCHEN

2575

2000L RWT

3665

2000L RWT

KITCHEN

3510 2575

2000L RWT

SHED 3m³

5400

5400 6000

5400

3000

Proposed1.0mIron

4300

Wrought Fence

2910 5400 6000

SHED 3m³ 3665

1200

6322 6384

7538 6031

600

321

1700

2700

BOUNDARY LINE

600

5969

.93

DWELLING AREA SCHEDULE

GROUND FLOOR

POS 2 13.9 m²

POS 4 13.9 m²

POS 3 13.8 m²

POS 5 13.9 m²

2700

GROUND 36.20

CL1

Proposed 1.0m High Iron Fence

1.0m High Timber Fence

1.8m High Timber Fence

Elevation WEST - Internal

1 : 100

North

ARC ZERO PTY LTD A: Suite 209, 1 Thomas Holmes St, Maribyrnong 3032

PROJECT: 53 DEVONSHIRE ST, WEST FOOTSCRAY T: 0403 563 815

E: info@arczero.com.au

W: www.arczero.com.au

Dwelling 02

Elevation EAST - Internal

SPOS 2 23.5 m²

SPOS 3 23.0 m²

SPOS 4 23.0 m²

SPOS 5 23.6 m²

1 : 100

Elevations ACN: 139 748 128

ISSUE: TOWN PLANNING PERMIT

DATE: 03/DEC/2018

DW 01 BALCONY DW 01 FIRST DW 01 GARAGE DW 01 GROUND Site POS 1 SPOS 1

POS 1 65.9 m²

BR1

1.8m High Timber Fence

TP 07 1 : 100

@ A1

DWELLING AREA SCHEDULE

Dwelling 01

1 : 100

FIRST 39.22

EXTERNAL AIR-CONDITIONING UNIT

TP 05

Proposed1.0mIron

T RW 20

3000 4670

3000

POWERSTAY

Proposed1.0mIronWrought Fence

1075 1100 2800

BOUNDARY LINE

L 00

Fe nc e 1.0m Iro nW roug ht

500

860

1800 6944 3200 MAX

500

2700

KITCHEN

BOUNDARY

860

600

6031

760

600

900 7688

1800

6181

321

1700

2700

BOUNDARY LINE

2700 321 2700

3200 MAX

5881

600

1800 1200

7388

Prop os ed

2700 321 2700

2400

3600 MAX

250

500

6397

900

500

6247

1500 500

BR1

GAS AND WATER METERS

As indicated @ A1

55 .91

NDAH VERA

MINOR BUILDING

METER BOX

DATE: 03/DEC/2018

BINS

56 .0

4 CLOTHESLINE

PT1

SPOS 1 18.5 m²

Ground Floor Plan ACN: 139 748 128

3500

Lin e Setb ack Re sC ode

BOUNDARY

Lin e Setb ack Re sC ode

BOUNDARY

2700

900 321 2700

2400 1700

1700 6955

6371

1800

3215

500 6397 500

Proposed 1.0m High Brick Fence

3170

3505 1829

BOUNDARY LINE BOUNDARY LINE

2700 321

FIRST 39.22

2700

1510 1310

5500

PROPOSED CROSSOVER

3505 KITCHEN

1215 1200 KITCHEN

4600

3340

3100

68 5735

5500 4200

SEWER PIPE. TBC

245 5355 245 4690

1065

BINS

760

1950

E: info@arczero.com.au

55 .83

1.8m PALING

1874

FFL55.85

RIDGE RL61.27

PROJECT: 53 DEVONSHIRE ST, WEST FOOTSCRAY T: 0403 563 815

SHED 3m³

No2

A: Suite 209, 1 Thomas Holmes St, Maribyrnong 3032

CLOTHESLINE CLOTHESLINE

P.O.S

ARC ZERO PTY LTD

FFL55.85

SPOS

VERANDAH

CROSSOVER

DWELLING 3 PT1

55 .84

SHED 3m³

3500

PAVED

81 HH58. 21 SH57. HW

45.72

FFL55.85

PAVED

NDAH VERA

STOREY IDENCE SINGLE D RES ERBOAR WEATH D ROOF PITCHE TILED

FFL55.85

PAVED

STORE

LEVEL FLOOR RL56.13

A/C

SPOS

FFL55.90

DINNING

81 HH58. 21 SH57. HW

BACK OF KERB

1.1m PICKETS

ELP TPIT

FLOOR LEVEL EAVE RL36.38 RL38.92

RIDGE RL41.95

SHED

EXISTING TREE TO BE REMOVED

DINNING

STORE

PT1

GROUND 36.20

PAVED

CLOTHESLINE

RECTANGULAR CLAY PAVER MB

DWELLING 2 PT1

TIMBER DECKING

EXISTING TREE TO REMAIN

DINNING

STORE

55 .87

PAVED AREA

PROPOSED SHRUB

BINS

GARAGE

55 .80

LEGEND PROPOSED TREE

FFL55.85

55 .96

EAVE RL58.81

GARAGE

OX APPR K AC SETB m 7,3

TOTAL CAR SPACES PROVIDED

L'DRY

T CARPOR

210.6 m²

TOTAL CAR SPACES REQUIRED

1 : 100

.86

FFL55.90

L'DRY

USE

PROVIDED GARDEN AREA

1 : 100

.83

FFL55.90

1200

HO GARDEN

178.8 m² (30%)

GARAGE

KETS L PIC STEE 1.3m

SHED

34.5%

REQUIRED GARDEN AREA

Proposed 1.0m High Iron Fence

Elevation EAST

4380

3780

DINNING

STORE

190°20' APPROX SETBACK 8,3m

GARAGE

SOVER CROS

390.5 m²

% SITE PERMEABILITY

1.0m High Timber Fence

1.8m High Timber Fence

FFL56.00

15.24

104.7 m²

TOTAL IMPERVIOUS AREAS

BR1

1.8m High Timber Fence

Elevation WEST

6000 6588

.61

AT FOOTP

.87

APPROX SETBACK 10,6m

ENTRY

DWELLING 5

FFL56.00

3780 3500

3500

55 .90

L'DRY

FFL55.90

BATH

BED 1

L'DRY

.81

.95

2.0m ALUMINUM SHEET

PAVED AREA

L'DRY

PORCH FFL55.90

GARAGE

RETE CONC

100°20'

285.8 m² (48%)

BIR

55 .83

55 .81

LIVING

DWELLING 4 4380

3500

1.83m EASEMENT

596.1 m²

BUILT ON AREA/SITE COVERAGE

ENTRY

3500

.83

55 .92

PORCH FFL55.90

P.O.S

TPIT

TILED PITCHED ROOF

VERANDAH

SHED

WEATHERBOARD RESIDENCE

SINGLE STOREY

No45

P.O.S

VERANDAH

P.O.S

No46

TILED PITCHED ROOF

DOUBLE STOREY RENDERED BRICK RESIDENCE

SETBACK 6.0m

BR1

1.0m High Timber Fence

SITE AREA

PORCH FFL55.90

LIVING

FFL56.00

4380

BINS

WALL ON BOUNDARY

SITE COVERAGE

ENTRY

DWELLING 3

FFL56.00

55 .63

55 .80

Proposed 1.0m Iron Wrought Fence

LIVING

DWELLING 2

55 .66

SEP 3000

letterbox

55 .77

CAR SPACE

55 .53 55 .57 55 .71

55 .74 letterbox

BINS

GROUND 36.20

FFL55.90

ENTRY

CAR SPACE 55 .80

FIRST 39.22

GROUND 36.20

CONCRETE AREA

FIRST 39.22

ob.

FFL55.90

55 .82

PORCH

FFL55.90

STOREY SINGLE NCE RESIDE BRICK D ROOF PITCHE TILED

5531

PT1

CL1

55 .74

42.67

.73

No56

1.0m High Timber Fence

10.2 m² 36.4 m² 46.6 m²

BR1

PT1

letterbox

55 .59

55 .65

RIDGE RL61.26

ob.

PT1

PORCH

CAR SPACE

10°20'

55 .7

Proposed 1.0m5 Iron Wrought Fence

LIVING

LEVEL FLOOR RL56.53

PT1

RF1

letterbox

55 .89

DINING

6490

.77

1200

BACK OF KERB

Vehical visibility splay (2mWx2.5mD). No 55 vegetation or obstacle more .56 than 1.2m in height

SEP 55

3000

55 .56

ENTRY

APPROX SETBACK 1m

DWELLING 1

LIVING

FFL56.00

PAVED

1200

55 .51

letterbox

DWELLING 1

55 .83

E EAV8.85 RL5

RF1

58.7 m² 77.1 m² 135.8 m²

Site POS 2 SPOS 2

FIXED OBSCURED GLAZING @ 1.7m

BINS

4860

ob.

DWELLING 3

FFL55.85

1200

KERB

BACK 6000

Vehical visibility splay (2mWx2.5mD). No vegetation or obstacle more than 1.2m in height

55 .70

.77

SPOS

1200

KERB

BACK

55 .54

55 .70

PAVED

NOT FENCED

6090

WINDOW NOTE

41.4 m² 40.3 m² 81.7 m²

1200

SHED 6m³

55 CLOTHESLINE .94

32 5° 20 '

180°12'

Grass strip

67.8 m² 23.6 m² 84.8 m² 176.1 m²

1 : 100

4. 32

36.0

DW 02 FIRST DW 02 GROUND

Site POS 3 SPOS 3

Proposed 1.8m Timber Fence

5498

55 .81

SIGN

FFL 36.05

Dwelling 02

DW 03 FIRST DW 03 GARAGE DW 03 GROUND

1 : 100

55 .80

12.19 FOOTPATH

CAR SPACE 2.7 x 4.9m

CARPORT

37.6 m² 44.8 m² 82.4 m²

Vehical visibility splay (2mWx2.5mD). No vegetation or obstacle more than 1.2m in height

Elevation SOUTH

ELP

32.61

21.3 m² 77.8 m² 79.1 m² 178.2 m²

1.8m High Timber Fence

BR1 BRICK TYPE_Homestead Tan by Austral CL1 New techwood exterior composite timber cladding_Teak PT1 Matrix panel_PAINT FINISH_Twisted Rope by British Paints RF1 ROOF TYPE_Metal Deck_Colorbond finish_Shale grey

280°20'

STREET

CROSSOVER

9510

FOOTPATH

1.9m PALING FENCE 6606

SEWER PIPE. TBC

1.8m High Timber Fence

Elevation NORTH - Devonshire Streetscape

6000

letterbox

EASEMENT

1.83m

CLOTHESLINE .8

Vehical visibility splay (2mWx2.5mD). No vegetation or obstacle more than 1.0m in height

BR1

CONCRETE

5531

BED 1 ENTRY

SEP

3240

BATH

Dwelling 03

55 .84

L'DRY

SECTIONAL GARAGE DOOR

BR1

GROUND 36.20

MATERIAL SCHEDULE

DWELLING AREA SCHEDULE

55 .72

55 .65

55 .73

55 .71

55 .65

CL1

PROPOSED 1M IRON FENCE

Site POS 1 SPOS 1

B KE AC RB K O F

ENTRY

6 7 8 9 10 11 12 13 14 15 16

pty

letterbox

SECTIONAL GARAGE DOOR

FIRST 39.22

SEP

55 .60

L TPATH TBM NAICRETE FOO IN CON 1m AHD RL 55.8

CAR SPACE 2.7 x 4.9m

FFL 36.20

FFL36.20

Grass strip

PORCH FFL36.20

FIRST 39.22

KERB

STUDY

PT1

2 1

PT1

3000 55 .55

55 .53

55 .63

55 .73

BACK

4 3

PT1

GROUND 36.20

1 : 200

Dwelling 01

55 .60

CL1

PT1

1200

55 .56

55 .55

55 .56

PT1

GARDEN AREA PLAN

DWELLING AREA SCHEDULE

DWELLING 1

Lin

15 16

6971

3820

12 13 14

DWELLING 2 5

DINNING

9 8

DWELLING 2

No. 55

PT1

DW 01 CARPORT DW 01 FIRST DW 01 GROUND

CONCRETE

CL1

DWELLING 3

RF1

k tbac e Se sCod Re

L'DRY

SETBACK 2,9m

BRICK BUILDING

Concret driveway, river pebble colour

NEW SEWER TIE

Grass strip

CAR SPACE 2.7 x 4.9m

3 2

FFL36.20

ref

letterbox

DWELLING 1

PAVER

FFL 36.10

BATH

ref

FFL36.05

FFL 36.20

GARAGE

pty

DINNING

LIVING

6280

6295

TANK

(18.29) 89°57'

LIVING

TANK 2000L RAINWATER

6606

SIP

SETBACK 5,1m

1.9m PALING FENCE

18.29

HH41.42 SH40.17 HW

RIDGE RL42.71

SHED

PROPOSED 1.8M FENCE

SHED 6m³

7 8

2000L RAINWATER

SHED 6m³

pty

14 13

PAVER FFL36.05

6606

36 3240

ENTRY

1.0m High Timber Fence

Lin

ref

PROPOSED 1.8M FENCE

5467

DWELLING 3

k tbac e Se sCod Re

1.83m EASEMENT

269°57'

HH41.42 SH40.17 HW

P.O.S

FFL36.20

4 5

DWELLING 2

glass balustrade

POS 1 18.3 m²

DEVONSHIRE

DWELLING 3

1 2

SHED 6m³

BIR

BATH

L'DRY

BED 1

SHED

BINS

PAVED FFL36.05

KITCHEN

SHED

1.9m PALING FENCE

POS 1 19.4 m²

SPOS 1 44.8 m²

TBM NAIL PLACED IN CONCRETE PATH RL 36.03m AHD

FFL36.05

9660

No. 51

DWELLING 1

RF1

POS 2 3.4 m²

CROSSOVER

DINNING

SPOS 2 36.4 m²

FOOTPATH

PAVER

POS 2 6.8 m²

RF1

STREET

VINCENT

POS 3 41.4 m²

BACK OF KERB

LIVING

1.0m PICKETS

7320.1

TANK

0°12'

(32.61) 36

2000L RAINWATER

6670

CONCRETE

.0 36

HH41.42 HH41.42 SH40.17 SH40.17 HW HW

TIN PITCHED ROOF

BRICK RESIDENCE

No48

DOUBLE STOREY

PORCH

CLOTHESLINE

FLOOR LEVEL RL36.24 EAVE RL38.96

SHED 6m³

SHED

1.7m COLORBOND 35

3150

SETBACK 3,7m

SHED

BRICK GARAGE

7650

SETBACK 4,9m

PORCH

EAVE RL41.65 6670

No55

TILED PITCHED ROOF

VERANDAH

RIDGE RL44.10

SINGLE STOREY RIDGE WEATHERBOARD RESIDENCE RL41.37

P.O.S

VERANDAH

No50

DOUBLE STOREY

TILED PITCHED ROOF

BRICK RESIDENCE

SHED

SPOS 3 40.3 m²

GARDEN AREA PLAN

Site POS 2 SPOS 2

1 : 200

ARC ZERO PTY LTD A: Suite 209, 1 Thomas Holmes St, Maribyrnong 3032

DW 02 BALCONY DW 02 FIRST DW 02 GARAGE DW 02 GROUND

65.9 m² 18.5 m² 84.4 m²

3.6 m² 57.8 m² 22.4 m² 45.5 m² 129.3 m² 13.9 m² 23.5 m² 37.3 m²

DW 03 BALCONY DW 03 FIRST DW 03 GARAGE DW 03 GROUND Site POS 3 SPOS 3 Dwelling 04

DW 04 BALCONY DW 04 FIRST DW 04 GARAGE DW 04 GROUND Site POS 4 SPOS 4

PROJECT: 58 RAILWAY PDE DEER PARK T: 0403 563 815

E: info@arczero.com.au

DWELLING AREA SCHEDULE

Dwelling 03

7.3 m² 60.1 m² 22.7 m² 61.6 m² 151.7 m²

W: www.arczero.com.au

KEY

Dwelling 05

3.7 m² 63.4 m² 22.4 m² 46.2 m² 135.7 m² 13.8 m² 23.0 m² 36.8 m²

DW 05 BALCONY DW 05 FIRST DW 05 GARAGE DW 05 GROUND Site POS 5 SPOS 5

PAVING_ Thornbury (Sycamore) by UNILOCK_ 450mmx350mmx7mm

3.6 m² 57.8 m² 22.2 m² 45.5 m² 129.1 m²

SITE COVERAGE

EXISTING TREE TO REMAIN

SILVER ASH COLOURED PEBBLE PAVE PERMEABLE PAVING

EXISTING TREE TO BE DEMOLISHED

GARDEN EDGING, 70X19 TREATED PINE

SITE AREA

13.9 m² 23.6 m² 37.5 m²

3.7 m² 63.4 m² 22.4 m² 46.2 m² 135.7 m²

691.9 m² 'HYDRAPAVE' CONCRETE PERMEABLE PAVERS

BUILT ON AREA/SITE COVERAGE

357.2 m² (52%)

PAVED AREA

131.4 m²

75MM DEEP ORGANIC MULCH

TOTAL IMPERVIOUS AREAS

488.6 m²

LAWN (buffalo grass)

% SITE PERMEABILITY

29.4%

CONTROL VALVES

PROVIDED GARDEN AREA

232.9 m²

GEAR DRIVE SPRINKLER HEAD

TOTAL CAR SPACES REQUIRED

SPRINKLER RANGE

TOTAL CAR SPACES PROVIDED

PROPOSED PLANTS

TREE PROTECTION ZONE

TIMBER DECKING

CONNECTING LINES B/N SPRINKLERS AND VALVES

CONNECTING LINES B/N CONTROL VALVES

GAS & WATER METERS

SPRINKLER ZONES

13.9 m² 23.0 m² 36.9 m²

ACN: 139 748 128

Ground Floor Plan ISSUE: TOWN PLANNING PERMIT

DATE: 03/DEC/2018

TP 05 As indicated @ A1

North

RESIDENTIAL DESIGN, DOCUMENT (2018 - ) AUSTRALIA

90 1100

90 3500

1100

1190

3100

245

3430

3500 3355

1200

600

2700 600

2700

321

1800

600 800

500

2700 2700

321

1800

1700

1800

6621

3200

W105

W: www.arczero.com.au

Demountable lightweight carport

ISSUE: BUILDING PERMIT ISSUE

1 : 100

DATE: 07-DEC-2018

North

WD103

Elevation (Dwelling 1 & 2) ACN: 139 748 128

@ A3

FRL 60/60/60 Wall (W3)

BALCONY

BED 4

Corrosion resistant metal parapet capping Mineral Fibre

BALCONY

Glass Balustrade

Apron flashing colorbond finish to match roofing shall be provided at junction between lower roof & wall dressed over roof

Stone/tile capping

BED 2

Zicalume box gutter min. 100 deep surpported on 270mm thick marine grade plywood via box gutter supports minimum fall 1:100 towards downpipe

7.5mm Matrix panel, installed as per manu. specification. Finish as per material schedule

1:100

500

Ensure all vertical & Horizontal joints are sealed using Fuller or Bostik Fire Rated Sealants Ezylite FireZone Panel brackets External cladding and sisilation as required

2°

Roof framing

Boral plasterboard ceiling

Structural beam refer engineering drawing

Top plate

ENTRY

22mm spacing between panel & frame

L'DRY

Boral plasterboard as specified on both sides

100mm SS floor grate

Eaves lined with 6.0 thick cement sheet installed in accordance with manufacturer's specifications.

Detail 2

1 : 25

Ezylite FireZone Panel

1 : 25

Corrosion resistant metal parapet capping

1400 0

72 .3 3

1700

6471

800

321 2700

600

1700

500

non slip ceramic floor to owners selection.

waterproof membrane to be installed as per manu. specifications

300

1.0m iron fenc e 72 .8 1

Mineral Fibre

3 4.4

' °17 247

2°

Standard roof trusses at 600 max ctrs designed & installed in accordance with manufacturers specifications

Standard roof trusses at 600 max ctrs designed & installed in accordance with manufacturer's specifications

3°

2°

GARAGE

Wall on boundary

1 : 200

DWELLING 2

07-DEC-2018 DATE: WD410

22mm spacing between panel & frame

ARC ZERO PTY LTD

PROJECT:

A: Suite 209, 1 Thomas Holmes St, Maribyrnong VIC 3012

T: 0403 563 815

E: info@arczero.com.au

1 : 25

WD410

Details

W: www.arczero.com.au

ACN: 139 748 128

ISSUE: BUILDING PERMIT ISSUE

DATE: 07-DEC-2018

1 : 25

DATE: 07-DEC-2018

1 : 25

@ A3

External cladding to Architect's details Structural beam refer engineering drawing

Colorbond capping 600

Shaftliner System

Detail 4

32 VICTORIA CRESENT, ST ALBANS

@ A3

2°

DWELLING 1

Boral plasterboard as specified on both sides

1 : 25

External cladding and sisilation as required

Top plate DWELLING 2

Detail 3

Ensure all vertical & Horizontal joints are sealed using Fuller or Bostik Fire Rated Sealants Ezylite FireZone Panel brackets Roof framing

Boral plasterboard ceiling

WD06

DWELLING 1

Apron flashing colorbond finish to match roofing shall be provided at junction between lower roof & wall dressed over roof

External cladding to Architect's details

BATH

Zicalume box gutter min. 100 deep surpported on 19mm thick marine grade plywood via box gutter supports - minimum fall 1:100 towards downpipe

2°

External mcladding Standard roof trusses at 600 max ctrs designed & installed in accordance with manufacturer's specifications

800

Eaves lined with 6.0 thick cement sheet installed in accordance with manufacturer's specifications. BED 2

BED 3

2700

1100 600

1800

2700

1079

800

6726 1800 6354

6471

2700

Art hur Str eet

1800

1700 321

72 .5 8 In v

6065

400

1200 2. 51 v7

3745 1200

2400

600

3285 1200

2700

73 .0 8

72 .9 4

Bo K7 2. 70

1.0m iron fenc e 73 .0 2 2. 65

1079

In v7 2. 63

72 .9 5

73 .1 4

Bo K7 2. 75

345

CLO THE SLIN E

6610

800

SETBACK 5.5m 5.3m o/s

4.8m o/s

BINS 3495

BINS

STORE6m3

29. 86 203 °57 '15 Bo " K7

CONDEN CONDEN

3500

SHED 6m3

4075 3430

5098

904 73. 0 08

6000 5485

1.0miron fence

E: info@arczero.com.au

Detail 1

5060 90

Detail 5 1 : 25

321

600

FIRST 76.22

FRL 60/60/60 Wall (W3)

500

17260

4000

1210 90 740

FIRST 76.22

1 : 100

32 VICTORIA CRESENT, ST ALBANS

T: 0403 563 815

ENTRY

1700

W101

DW01 Elevation WEST

Floor joist refer to engineer.

2°

2400

L'DRY

90 6680

150

3430

GROUND 73.20

240

2145

2°

Zicalume box gutter min. 100 deep surpported on 19mm thick marine grade plywood via box gutter supports - minimum fall 1:100 towards downpipe

1000

WIR

Colorbond flashing

2700

3430

ENTRY

BED 3

External cladding to Architect's details Apron flashing colorbond finish to match roofing shall be provided at junction between lower roof & wall dressed over roof

3500

co l

1055

CL1

ob.

W102

15mm thick HardiePanel compressed sheets by 'James Hardie' installed to manufacturer's specifications

Apron flashing colorbond finish to match wall shall be provided at junction between lower roof & balcony

co l

1200

2310

PROJECT:

nce

ISSUE: BUILDING PERMIT ISSUE

WD411

700

FSL 73.00

1 : 100

Min 10mm regular plasterboard

ref

W107

W108

CL2

W103

External cladding to Architect's details

1100

co l

D201

PTY

W109

CL1

mortar bed with reinforcement graded to discharge point

6000 wm

co l

950

S2 WD402

WD401

ob.

D103

A: Suite 209, 1 Thomas Holmes St, Maribyrnong VIC 3012

co l co l

co l

1680

1430

480

3000

450

W110

DW01 & 02 Elevation NORTH

ARC ZERO PTY LTD

90 co l

hp/ubo/rh

2400

700

ENTRY

The First Floor Structure of Dwelling 1 over the Carport is Self Supporting

GROUND 73.20

PROPOSED CROSSOVER

1645

W104

350

BED 1

W105

W111

W201

D202

wb WC

GARAGE

FFL 73.05 co l

90 1200 90 3430

1470

720

820

D101

FIRST 76.22

shr

720

WIR

ENTRY

1170

ENS

720

W101

Section 4

Reinforced concrete raft slab - refer to engineering drawings for details & specifications. Solid membrane damp-proof courses shall be located in accordance with figure 3.3.4.1 of the B.C.A. Vol. 2, to form a continuous damp proofing barrier around the building as a whole and be of sufficient width to extend through the entire width of the masonry leaves acceptable damp-proof material refer to B.C.A. Vol. 2 clause 3.3.4.4

1 : 50

2390

GARAGE DINING

Detail 6 1 : 25

32 VICTORIA CRESENT, ST ALBANS

T: 0403 563 815

E: info@arczero.com.au

W: www.arczero.com.au

Ground Floor Plan (Dwelling 1 & 2) ACN: 139 748 128

ISSUE: BUILDING PERMIT ISSUE

DATE: 07-DEC-2018

WD101 1 : 100

@ A3

ARC ZERO PTY LTD

PROJECT:

A: Suite 209, 1 Thomas Holmes St, Maribyrnong VIC 3012

T: 0403 563 815

E: info@arczero.com.au

W: www.arczero.com.au

WD404

Section

32 VICTORIA CRESENT, ST ALBANS ACN: 139 748 128

ISSUE: BUILDING PERMIT ISSUE

DATE: 07-DEC-2018

1 : 50

@ A3

ARC ZERO PTY LTD North

PROJECT:

A: Suite 209, 1 Thomas Holmes St, Maribyrnong VIC 3012

PROJECT:

A: Suite 209, 1 Thomas Holmes St, Maribyrnong VIC 3012

E: info@arczero.com.au

W: www.arczero.com.au

WD411

Details

32 VICTORIA CRESENT, ST ALBANS

T: 0403 563 815

ACN: 139 748 128

ISSUE: BUILDING PERMIT ISSUE

@ A3

North

13865

North

ARC ZERO PTY LTD

l co

FRL 60/60/60 ground floor to underside of non-combustible eave. To be Boral Out RWall 60 System. Refer to table and diagram.

820

l co

D203

WD403

820

L'DRY

305

820

wm L'DRY

1 2 3

l co

FRL 60/60/60 ground floor to underside of non-combustible eave. To be 75mm POWERPANEL

shr

520

l co

1720

1000 90 1500

6090

CAR PORT

FFL 73.05

W204

BED 1

PTY

LINEN

S3A

WALL NOTE W1 Separating wall between dwellings shall be constructed to achieve a FRL 60/60/60 ground floor to underside of non-combustible roof. Separating wall is required to achieve a sound rating of Rw+Ctr @ 50. Builder shall provide cavity insulation according to Rw+Ctr or energy rating whichever is greater. To be discontinuous construction with min. 10mm cavity between two separate leaves. To be Boral 25TP1010A. Refer to table.

BIR

FIXED OBSCURED GLAZING @ 1.7m RF1

CL1

32 Victoria Crescent, St Albans

l co

WIDTH NOTES 1810 1450 970 2400 1810 2170 FIXED OBSCURED @ 1.7m 1810 2170 FIXED OBSCURED @ 1.7m 610 1450

720 720

co l

3335 90

S4 WD404

PTY

l co

17260

1000

W203

ref

l co

HEIGHT 2400 2400 2400 2400 600 1500 600 1500 600 600

KITCHEN

hp/ubo/rh

l co

DINING

KITCHEN

FFL 73.20

co l

3565

co l

DWELLING 2

BRICK_austral homestead TAN ROOF TYPE_Metal Deck_Colorbond finish_Shale grey New techwood exterior composite timber cladding_Teak Matrix panel_PAINT FINISH_Twisted Rope by British Paints Window frame_powder coat_monument Rainhead/capping/downpipe/garage panel_colorbond finish_Shale grey

DWELLING 1

1:100

3010

1970

co l

1000

BR1 RF1 CL1 CL2 WN COL1

1 : 100

GROUND 73.20

1200

W202

FFL 73.20

W206 CL2

ob.

50mm min. FFL to finished deck surface

3°

DINING

MATERIAL SCHEDULE

DW02 Elevation EAST

Apron flashing colorbond finish to match roofing shall be provided at junction between lower roof & wall dressed over roof

DWELLING 1

6900

7080

LIVING

GROUND 73.20 CL1

DWELLING 1

Colorbond capping

ACN: 139 748 128

W202

COL1

Letterbox

D202

D103

W102

1.0m iro n fenc

W203

BR1

1 : 100

Apron flashing colorbond finish to match roofing shall be provided at junction between lower roof & wall dressed over roof

3670

10580

620

500

W103

W204

DW01 & 02 Elevation SOUTH

500 ∅ 10.0m HIGH 8.0m SPREAD

Site/Ground Floor Plan

W: www.arczero.com.au

2815

R19 9.3

timbe r fe

FIRST 76.22

WINDOW NOTE

LIVING

3560 820 3560

1200

ENTRY 1.8m

PROPOSED CROSSOVER

2700

PAVED

FFL 73.05

W208

D203

ob.

W201

l co

WINDOW SCHEDULE (DWELLING 2) NO. TYPE ROOM W201 Awning LIVING W202 Awning DINING W203 Awning KITCHEN W204 Awning BED 1 W206 Awning BATH W207 Awning BED 4 W208 Awning BED 4 W209 Awning BED 3 W210 Awning ENS W211 Awning BED 2

550

KITCHEN

ENTRY

LIVING

0 438

D201

SECTIONAL GARAGE DOOR

DWELLING 2

90 W2

HEIGHT WIDTH COMMENTS 2340 920 2340 2340 2340

1100

ref

DOOR SCHEDULE (DWELLING 2) TYPE NO. ROOM D201 Glazed Swing Entry Door ENTRY with 1 sidelight D202 4 Panel Glass Sliding DINING D203 Glazed Swing Door D204 4 Panel Glass Sliding BED 2

E: info@arczero.com.au

1000

1000 245

2010

WIDTH NOTES 610 2400 2400 850 850 850 1210 2170 FIXED OBSCURED @ 1.7m 1810 2170 FIXED OBSCURED @ 1.7m 1610

6735

600

SPOS DWELLING 3

FFL 73.20

timbe r fence

300 0

W104

CL2

ob.

3000

3500

1200

90 HEIGHT 2400 2400 2400 2400 2400 600 600 1500 600 1500 600

Letterb

6915

245

800

l co

WINDOW SCHEDULE (DWELLING 1) NO. TYPE ROOM W101 Awning ENTRY W102 Awning DINING W103 Awning LIVING W104 Awning BED 1 W105 Awning BED 1 W106 Awning ENS W107 Awning ENS W108 Awning BED 3 W109 Awning BED 4 W110 Awning BED 4 W111 Awning BATH

5135 4890

T: 0403 563 815

3290

920 3560 3560

°26'

13950

1900

WIDTH COMMENTS A: HEIGHT Suite 209, 1 Thomas Holmes St, Maribyrnong VIC 3012 2340 2340 2340

287

n fence

32 VICTORIA CRESENT, ST ALBANS

co l

DOOR SCHEDULE (DWELLING 1) TYPE NO. ROOM D101 Solid Core Swing Door ENTRY D103 4 Panel Glass Sliding LIVING D104 4 Panel Glass Sliding BED 2

PROJECT:

1200

ARC ZERO PTY LTD

BIR

DINING

1.0m iro

1.8m

BED 1

CL2

W209

North

L'DRY

CAR SPACE 2.7 x 4.9m

Victo ria C resce nt

3820

TOTAL CAR SPACES PROVIDED

1200

5465

FFL 73.05

D101

FSL 72.78

5155

3115

FFL 73.05

TEL UPSTAND

FIRST 76.22

W210

GROUND 73.20

North

526.4m²

TOTAL CAR SPACES REQUIRED

A&C fence 18.9 3

CAR SPACE 2.7 x 4.9m

GARAGE 3

BATH

GARAGE 2

TEL TEL

CL1

72 .8 2

122.4m²

29.8%

4234

5680

PAVED AREA

1200

72 .4 1

404m² (53.9%)

% SITE PERMEABILITY

ox1.0m iron

300 0

CL2

W207

6000

2145

PROPOSED CROSSOVER

BUILT ON AREA/SITE COVERAGE

TOTAL IMPERVIOUS AREAS

1.83m wide EASEMENT

72 .9 7

750m²

SITE AREA

ENTRY

BED 1

KITCHEN

3500

ENS WIR

Letterb

CLOTHESLINE

CONDEN CONDEN

6090

L'DRY

BED 1

CAR SPACE 2.7 x 4.9m

72 .7 8

T.B.M. TOP OF SEWER M/HOLE R.L. 72.80 (A.H.D)

600

BINS

300 0

ENS BED 1

ENTRY

D204

CL2

5430

L'DRY

DINING

No.4

CL1

CAR SPACE 2.7 x 4.9m

DWELLING 4

BIR

L'DRY

CARPORT 1

SETBACK 7.0m

LIVING

CL1

500 ∅ 10.0m HIGH 8.0m SPREAD

Letterbox

FFL 73.20

W211 D104

7057

1205 1200

KITCHEN

BIR

6000

FFL 76.50

DINING

DWELLING 2

FFL 73.05

5660

KITCHEN

DINING

FFL 73.05

SITE COVERAGE

SHED 6m3

4575

1.83m wide EASEMENT

FFL 73.20

GARAGE 4

4083 1.0miron fence

1.9m o/s

SPOS paved

FFL 73.20

DWELLING 1

3500

paved

PHOTO

PALINGS (2.0mh) STORE 6m3

FFL 73.05

LIVING

6320

4075

1.2m o/s

1000

CLOTHESLINE 73.0

(0.600 EAVES)

150 vc serwer pipe

SPOS

LIVING

34.28 90°00'

BRICK WALL (2.8mh)

CLOTHESLINE

FFL 73.05

1975

5660

PALINGS (2.0mh)

paved

BINS

4575

23.33 0°00' PALINGS (1.9mh)

N.H

H 8110

SPOS

GARAGES

new sewer tie at owner's cost

7120 7110

N.H

W106

Demountable lightweight carport

72 .8 7

(0.350 EAVES)

N.H

CL2

The First Floor Structure of Dwelling 1 over the Carport is Self Supporting

F.L. 73.32 u/s Eave 75.61

DWELLING 2

window behind CL2

(0.600 EAVES)

N.H

DWELLING 2

COL1

CL1

SINGLE STOREY BRICK

7 x 90mm steel columns @ 240 spacing, paint finish, manor red

DWELLING 1

No.1

1.8m timb er fe nce

• Familiarizing with the Australia CONSTRUCTION DRAWINGS code for residential buildings to comply with various council’ No.11 planning scheme. SINGLE STOREY BRICK • Assist in developing Revit F.L. 73.32 models as part of preparing u/s Eave 75.61 complete documentation packages • Construction phase experience (i .e. RFI responses, condition 1 revision) LOT 2 SINGLE STOREY • Suggesting the substitute for WEATHERBOARD Revit with Enscape as a faster F.L. 73.31 u/s Eave 75.63 and more effective renderer

SIDE WORKS UNREAL ENGINE 4 A R C H - V I S U A L I Z AT I O N Project Type . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Individual side project Time . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .December 2014 -. Personal Project Location . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Vietnam

I am realizing now that Unreal Engine 4 is a common language between all architecture, film, and video games. These works demonnstrate the application of UE4 into architectural practice, as Realtime Visualization and Interactive Walkthrough engaged a customer is with a product before purchase. I really believe these techniques can get more attentions in architecture and real eastate field soon.

UE4 ARCHITECTURAL VISUALIZATION (2016) CONVERTED FROM EVERMOTION INTERIOR SCENCES

• Proficiency in 3ds Max - Unreal Engine 4 workflow • Achieve the high quality production

HTTPS://YOUTU.BE/2YEB873EETS

INTERACTIVE WALKTHROUGH REVIT SAMPLE MODEL CONVERTED SCENE

VILLA SAVOYE - UE4 ARC VIZ (2017) REVIT MODEL CONVERTED SCENE

• Experienced in Revit - Unreal Engine Pipeline • Achieve the high quality production (through third-party software applications) • Able to develop the scene for inteactive walkthourgh, executable file which can be easily sent to client

‘AKINT’ PROJECT INTERIOR SCENE (2017)

INDIVIDUAL INTERIOR PROJECT

VR-READY AT : HTTPS://YOUTU.BE/IE5PYMKMOXE

• Learned how to set-up, create, and deploy VR scenes in Unreal Engine • Gain knowledge to deploy the Virtual Realty scene into Youtube platform

U N D E R G R A D U AT E P R O J E C T A P P L E i n c . FA C TO R Y Project Type . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Individual Academic Project Time . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .April 2013. 3rd Year Project Location . . . . . . . . . . . . . . . . . . . . . . . . . . . . Thu Duc Dist., Ho Chi Minh city, Vietnam

Following the strict functions, the factoryâ&#x20AC;&#x2122;s design implied the modernist language with bare concrete material and the open wide windows. The priority in functions and assembly line demanded a clear and coherent layout within the site.

My selected concept for Apple industrial factory focused on functional and pratical comtempory design rather than eye-catching factors. The design elememts and functional characteristics of the building allowed it to operate better production line. The overall plan has three main areas: administration, production and import/ export. External functions like administration, showroom and exporting outdoor yard are near the main roads. The central area is a building that houses the main production line. Here is divided into multiple levels to suit every functional area and the process required. Import/export storage area and the technical area are located far from the main road to ensure a safety distance,

01: SHOWROOM 02: ADMIN 03: CANTEEN/ STAFF ROOMS/ COFERENCE 04: WORKING ENTRANCE 05: TRANSSHIPMENT AREAS/ TECHNICAL SUPPORT

06: PRODUCTIVE AREA 07: PRODUCT STORAGE 08: WAREHOUSE/ COVER PRODUCTIVE AREA 09: GARAGE 10: MECHANICAL WORKSHOP

11: EPP PNEUMATIC PUMPING STATIONS

U N D E R G R A D U AT E P R O J E C T HO CHI MINH CITY N AT I O N A L U N I V E R S I T Y

L I B R A R Y

Project Type . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Individual Academic Project Time . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . August 2014. Graduation Project Location . . . . . . . . . . . . . . . . . . . . . . . . . . . . Thu Duc Dist., Ho Chi Minh city, Vietnam

To student, a library is not only a place for reading and learning, but also creates the academic environment. The library has to become the heart of the university. It is not only just for the reader seeking knowledge, but also be environment for training and developing independent capabilities in the innovative thinking from students. University library has created a quiet environment to study, just a place for group activities such as group discussions.

The design of facade national university library shows the functional significance: cultivate knowledge and enlighten human. The windowâ&#x20AC;&#x2122;s form is inspirated by a stylized ISBN sequence. The facade helps maximize interior light and energy efficiency as well as emphasize the natural materials.

KNOWLEDGE

BASIC FORM

HUMANITY

DIVIDE

CONNECT

INSPIRATION

DISTORT

EMPHASIZE

The building located on the center of national universities and near two highroads. The library is required to become a cultural center, a social interaction service for students and staff here. Moreover, the building have to be a landmark to emphasize the university. The building has 3 main areas: learning area, public area and management area. The public area is located in center of building, dividing reading area into 2 parts and gain more sunlight from skylight.

INTERIOR Learning Commons defines as a free learning area, support high tech equipment and furniture. It is divided into 4 main spaces by function: creative space, permanent space, group study space and discussion rooms. AUTOMATIC SUN-TRACKING LOUVERS Automatic Sun-Tracking Louvers System is a set of the imitation solid wood steel plates placed in north and south facade to cover the direct light into the reading room as well as diffuse the indirect light. The system will be programmed and calculated base on the sun chart of Ho Chi Minh city.

G R A D U AT E

PROJECT

MAGIC MOUNTAIN

P E R F O R M A N C E T H E AT E R I N T E G R AT I O N

SPOKE

AND

HUB

Project Type . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Individual Academic Project Time . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .August 2016 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Studio Level C. Location Main Lawn, St Kilda rd, Southbank VIC 3006

The Arts Centre belongs to a network of public spaces and civic buildings dotted along the Yarra River corridor. However, much of the Arts Centreâ&#x20AC;&#x2122;s current identity, activity and energy are hidden from the daily life of Melburnians behind concrete facades and deep interiors. The design challenged these existing parameters and explore the opportunities for the Art Centre activities to be liberated into the wider precinct: to engage with the street life that flows past the building on a constant basis.

The goal of the building is to create the conections with the surrounding buildings. Based on the existing level changings, people would use the building as a hub to their destinations. The form-making method is based on the exsiting topography and a basic box. By pushing down half of the box, the building create a connection to the existing level changing in landscape. The roof level is used as a playground in order to replace the demolished lawn. The next step is to create the inwards directions toward the building by pushing the surfaces against inside. Finally, the in-between part is deleted. This valley has the function as an outdoor stage, as well as allow light and views connections.

As can be seen in the Axonometric View, the external circulation can be archieved by the external ramp and amphitheater in two sides. People are able to access the St Kilda road and Sturt St. without going through the internal space. The large void has the significant advantages. It allows the light and views coming through and create the depth for buildings. It also becomes a bridge to connect three levels of the building. When you stand in one of those, you still can see the other levels and each location create different feelings for the users.

The main pattern of both ground level and 1st level is also triangular system. Two triangles in centre of public area represents for the hub where you have to access before going to other areas in building. There is an outdoor performance space for free performancers. Beside the offical event, street artists and performancers are the other main factor can attract more guests and passangers to come and use the building.

The auditorium here is the flexible performance stage. With extractable seating base, the building allows the performance space and the audience space to be re-defined each time. For example, the layout of centered stage is set up for small to medium commitment and practice. Therefore it requires less labour to operate.

G R A D U AT E

PROJECT

UNDER THE SKYRAIL TRANSFORMING M U R R U M B E E N A V I L L A G E R E V I TA L I S AT I O N

Project Type . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Individual Academic Project Time . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . February 2017 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Studio level D. Location . . . . . . . . . . . . . . . . . . . . . .Murrumbeena Station, Murrumbeena VIC 3163 The design proposes a new opportunity to help shape the new Murrumbeena regarding urban scheme. It comprises of two new village square, a new station, areas to eat, meet and play and new walking. My proposal reinforces the idea that corridor underneath sky rail should not only serve as a pathway, but be also the medium of said public spaces, revitalizing Murrumbeena to be vibrant again. The proposal design corridor as public spaces that by moving people and goods, they comprise and extensive network of public open spaces to facilitate social, cultural, civic and economic interaction.

DENSITY Since this area is characterize by medium density. I propose to intensify the urban center density in order to archive economically desirable density.

IDENTITY To promote the attractiveness of the village center for all generation, the area must home diversity of uses: kindergartens, playground for youth, senior and community; spaces activities/workshops around courtyard where everyone can interact to enhance a healthy neighborhood atmosphere.

URBAN SYSTEM In Murrumbeena heart, the neighbor buildings are largely in use with local businesses and services. I understand that existing identity and establish a new commercial and industrial zone to enrich the urban fabric, increase tourism and attract new visitors.

PEDESTRIAN FLOW The Corridor produces a new sense of flow by linking main spots regarding different plots and programs, by doing so this inner pedestrian street propels the flow of people, program and activity needed to activate the entire site.

01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24

ENTERTAINMENT

CINEMA WORKING SPORT THEATER EDUCATION LIBRARY MARKET EXHIBITION

EATING

SHOPPING

PROPOSAL ACTIVITIES Different programs for different social actors creates spaces for interaction. This programmatic collision is the heart of my syncopated crossing strip, it shapes a new neighborhood, densifying hybrid social housing prototypes. A new community across the infrastructure.

CONCEPT

The area will be divided in different zones according to the blocks, so different arts will become the specific character of each part. Every zone will have a symbolic color. The village core retains its peculiar image in the sloped roofs which provide a unity identity to the village landscape. To intensify the prevailing scale in center, added buildings reinterpret the existing volumes, certain units will be combined to occupy a larger functional areas.

GROUND FLOOR 1:500

FIRST FLOOR 1:500

SUMMER

PROGRAM COMPONENTS

The Corridor is a local open-air space offering a variety of activities and events. The roof of the building serves as a key architectural instrument: integrating day-lighting, lighting control and structural optimization. The building facade is designed to be a translucent face to let the natural light go through and glow inside out at night .

WINTER

INTEGRATED PROGRAMS VIA A NEW CORRIDOR

OPEN LANDSCAPE ARTICULATES ALL THE FUNCTIONS

Weekdays Activities

Weekends Market

Beerfest

Fashion Show

Year-round Art Exhibtion

TEMPORARY ACTIVITES

SECTIONS 1:250

ST KILDA TRIANGLE’S MOCA

While people desire to live in nature, architecture tends to raise the wall between inside and outside. As architectural elements are recognized as solid and impenetrable, they can be much greater than simple partitions. When pursuing a circulation system, even a minor mistake that discourages interaction, spaces would immediately hidden, inaccessible and uncommunicative. What I have always seek is “movement” characterist in architecture, which is a key to abolish the boundary and reconnect the inherent fragments to integrate human into a part of nature. Project Type . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Individual Academic Project Time . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .August 2017 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Studio level E. Location Esplanade, St Kilda VIC 3182

Site Plan 1. Public ramp 2. Public ramp 3. Incorporate sculpture park 4. BBQ Area 5. F + B Area 6. Infinite Pool 7. Amphitheater 8. Market stalls zone 9. Play space 10. Viewing deck 11. Lawn

LUNA PARK

E TH

N LA

VE CA

LL ST

RE ET

10 4

3 2

11 2

JACKA BOULEVARD

Embracing Beach Road - Extension of Public Amenity

ST. KILDA WEST

MELBOURNE

St Kilda beach is perhaps one of the most important of Melbourneâ&#x20AC;&#x2122;s public amenities, known for its foreshore, beach, night life, live music scene, restaurants and festivals. This is a huge responsibility to not only address St. Kilda but to embrace and bridge the foreshore precint into the neighbour zones to negate the sense of disconnection.

STONNINGTON PORT PHILLIP

Alber Park Middle Park Beach

ST. KILDA Jewish Museum of Australia St Kilda Esplanade Market

St Kilda Pier

ST. KILDA EAST

St. Kilda Triangle Port Phillip Bay

St Kilda Square

GLEN EIRA St Kilda Foreshore

Palais Theatre

St Kilda Botanical Gardens

NORTH BRIGHTON

Luna Park

10m

20m

30m

40m

1/F Plan 1. Exhibition Zone 2. Exhibition Rooms 3. Exhibition Ramp

50m

G/F Plan 1. Outter Courtyard 2. Cafe 3. Information Hub 4. ACMI 5. VR 6. Conference Hall 7. Conference Room 8. Operation office 9. Design Library 10. Children Library 11. Learning Common 12. Food court 13. Exhibition entrance 14. Information/Ticket center 15. Exhibition lounge 16. Souvernir shop 17. Office 18. Exhibition gallery 19. Exhibition ramp 20. Lawn

50m

3 1

40m

30m

20m

11 10

10m

8 2

14 20

7 5

Level Changing

Existing heritage

Current access conditions & Traffic

Maximise views and Sea Connection

KEY DESIGN CONCEPT

Forming concept - Erosion and Flow One of the unique features of MOCA is the sculptural coastline and the rock formations created by the movement of the water, wind and the tides. Like the coastal forms the building has also been sculpted but by the movement of people not the elements. Expected movement from both the Jacka Boulevard and the city sculpts both the external and internal form in the same way that the elements have sculpted the rock forms over time. The sculpting of the building is by both projected vertical and horizontal circulation provides a sculptural but informed building form.

City

Water Invade

Erose

Collide

Abrasive

B1/F Plan 1. Parking facilities 2. Amphitheater 3. BOH 4. Storage 5. Loading Dock 6. Storage 7. Special Exhibition 8. High Gallery 9. Computer Lab 10. Conference Room 11. M&E 12. Water Tank 13. Public Area 14. Elevator Hall 15. Wating Area 16. Seminar Room 17. BOH 18. Truck Parking

11 12 13 10 14

16 15

17 4

9 18 5

Building form sculpted by tides coming from the shore and people coming from the city

Building circulation becomes a continuation of the boulevards

The public areas in the building are accesible 24/7, merging with the public realm of the city

View frames are formed within the building architecture, maximising views to the key parts of the city and its context

There are several water pools in the museum, creating external exhibition spaces that connects the building to the water front

The main entrace of the museum faces southwest, towards Jackal boulevard and the beach. The service entrances are on the south side, adjent to the Luna Parkâ&#x20AC;&#x2122;s car park 39

A living platform elevated and Activated Cultural Plaza There are 3 elevated decks that interact with the external boulevard and water front. The first is a contemplative reflection pool that is also viewed form the permanent exhibition halls. Secondly is a waterfront amphitheater that is semi covered providing and external learning area that extends the convetion room and cafe facilities. The third is the elevated plaza that provides views of both City and the beach.

SECTIONS 1:500

ELEVATION

ENVIRONMENTAL STRATEGY Design in response to the climatic conditions of MOCA allows for intercative and efficient sustainalble strategies. The carved form enables cross ventilation through two main atria. Rainwater collection reduces need for potable water irrigation while create a landscape feature itself. Strategically placing glazing in areas of function allows deep penetration of natural daylight thoughout. Daylighting Water channel Cross Ventilation

Atrium

Rainwater collection

Summer Sea Breeze

liquidfied city WATERSCRAPER Project Type . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Individual Academic Project Time . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . February 2018 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Thesis. Location . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . St. Kilda, VIC Rather than constituting the city as an array of additive elements the project proposes a coherent urban surface system allowing for horizontal as well as vertical urban conditions. The proposed geometry of the new urban center is able to react adaptively to the existing city fabric as well as to accommodate different programmatic requirements.

The primary attemp is to bestow life to the building by attracting the users to itself in the urban setting of Melbourne, blending sea and land together into one elegant element. The proposal is a fluid space between water and city, nature and human, creating a new narrative to reinterpret the role of water in the city. Based on Melbourneâ&#x20AC;&#x2122;s points of interest, the urban grids are liquidfied to be integrated with water and nature itself. Dockland

Sporthall Retail & MCC Residential

Education Offices

Administration Luxury Tower Art & Terminal Theater Playground Botanical Garden Residential 43

Building Components

Sky Bridge

Concrete foundation base

Prestrussed Concrete Pipes

Dockside

Activity Quay

Water Park and Spa Beach

10m

20m

30m

40m

50m

9 7

12 15

2 1

25 21

G/F Plan 1. Waterpark and Playground 2. Square and Boadcast Studio 3. Bus Station 4. Fitness Club 5. Restaurant and Terminal Dock 6. Jetty and Transient Boat Slips 7. The Hub 8. The Reef and Intertidal Pathway 9. Dockside 10. Apartment 11. Retail 12. Foodcourt 13. Drawbridge to Upper Level 14. Administration Office 15. Offices 16. The Promontory 17. Luxury Apartment Tower 18. Exhibition Centre 19. Gallery 20. Wetland Forest 21. Aquaponics 22. Marina Dock 23. Ocean Hotel 24. Marina Hotel 25. Energy Groves 26. Energy Island

22 26 23

The Amphitheater Activity Edge

Arrivals Plaza and Pavilions

The Promontory

PROGRAMME APARTMENT

ENERGY GENERATOR ENTERTAINMENT TRANSPORT STATION GREENHOUSE

HOTEL COMMERICIAL PUBLIC SPACE INNER PUBLIC SPACE

ART & CONVENTION

ADMINSTRATION & OFFICE

PHOTOVOLTAICS/ SOLAR HEAT PANELS

IRRIGATION WATER

DESALTINATION PLANT

ENERGY ISLAND

DRINKING WATER

WASTE WATER

WASTE WATER TREATMENT

WATER COOLING/ HEATING HEAT PUMP

TIDAL MICROTURBINE

WIND TURBINE

ENVIRONMENTAL STRATEGY

The design represents more than a factory for food production, creating a robust public realm, celebrating agriculture as a key component of urban growth. This approach actively supports a more sustainable food network while increasing the quality of life in the city through a community program of restaurants, markets, a culinary academy, and pick-yourown experience.

Tropical Wetland Forest

Aquaponics Room

AQUATIC

GARDEN

FLEXIBLE URBAN MODELLING

Project Type . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Individual Academic Project Time . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .August 2017 Elective Project Location . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Lauceston, Tasmania Located near Tamar River in Northern Tasmania, Launceston has experienced over 35 significant flood events since first European settlements in the early 1800s. Many residential areas in the city, especially Invermay area in the low ground are prone to be inundated. The project aims to achieve flood resilient, as well as water management efficiency for the city. On the one hand, the flood capacity is increased by creating new river. On the other hand, water towers and dams are built to control and manage the water

The neural tree - known as Yggdrasil tower, besides being a connection to Launceston, also works as a way to directly interact with the world through the artificial neural system located through the spinal cord. Taking inspiration from human nervous system, the tree has the capability to connect directly to the city database system. The roots are capable of initiating a neural link with the local buildings. This allows all residence to unite as one

HOW THE WATER TOWER WORKS?

Water Irrigation strategy The location of the new river and the tower is based on the topography and local context analysis. From an urban design scale, the project is expecting to create new residential/commercial area with water treatment facility as the new center. Wetlands and parks are also created along the river as public space and local environmental assets.

Low

High

URBAN TYPOLOGY

Flooding

Increase Flood capacity by constructing new river

Build Water Management Center

Rearrange buildings around

Decentralization

Radial Network

Building blocks

Open space

Combination

EMBODIMENT OF NEURAL SYSTEM MATERIAL PROPERTIES

MIXED-USED PROGRAMS / FUNCTIONS Only riverfront is not suffcient to connect the people with river, because people come and relax in the parks and open spaces only at free times and in weekends. If we put some Daily and Regular Urban Activities on the river then we can physically connect the people with the river. That is the reason it its proposed to designed a mixed use habitable building tower.

CONSTRUCTION FORM ANALYSIS

Besides water management function, it has various programs like residents, office, shopping, commercial, hotel, restaurant, cinema, cultural events and vertical courtyards for commnunity activities. It costs huge amount of money as well as construction materials and labours for buildings a river bridge only for single use - transportation. Why not this tower can be a structure of mixedused?

Tree-shaped tower

Transformation by distorting the grid

Insetted Frame

Acute end angle

Transformed Lattice

Base structure works as the roots which have numerous functions. One of the most important is to uphold the tower and ensure its growing space. The tides are rough, huge waves, strong winds, tropical storms such as typhoons and hurricanes do not make it easy for root structure. There roots could habitable for fish and river creatures.

A LEVEL PLAYING FIELD D E S I G N F O R H E AT IN PUBLIC DOMAIN Project Type . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Groupwork Academic Project Time . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . December 2017 Elective Project Location . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Lauceston, Tasmania Our proposal for the new Melbourne University Student Precinct brings life back into the space. Where once there were thermally uncomfortable spaces that people did not want to occupy for periods of time, there is now light, wind and shading being brought into all spaces across the site. Where there were hard and harsh spaces there is now vegetation and water, aiding in the theory of biophelia, important in a space where people are prone to stress. And where once there was a series of disjointed spaces, there is now a communal spaces, a place where people can congregate and socialise.

EXISTING CONDITION

KEY STRATEGIES

We wished to provide mostly for spaces where students could study outside in the small microclimates we have created. Different areas of the site have been designed for specific times of the day. The artificial topographic area is good for summer afternoons when the site heats up. However it is a little shady for Winter so the right side of the hill would be better for relaxing in the sun. The platform is also perfect for hot summer afternoons as it provides shade and the vegetation cools down the air. It is also a pleasant space in Winter mornings when the sun is shining through.

DESIGN FOR TIME AND SEASON Summer

9am

1pm

Summer

11am

3pm

Summer

9am

11am

3pm

Winter

11am

3pm

HEAT ANALYSIS

Winter

9am

3pm

11am

Winter

11am

3pm

THERMAL COMFORT ANALYSIS

Summer noon

After- Winter Morning

Summer noon

After- Winter Afternoon Summer noon

After- Winter Morning

Summer Morning Winter Morning

DESIGN RADIATION TEST

Summer Solstice Shadow (22nd December)

Winter Radiation Analysis of Proposed Site (21st June)

DESIGN WIND FLOW TEST

Summer Radiation Analysis of Proposed Site (22nd December)

Summer Sun Hour Analysis of Proposed Site (21st June)

Winter Sun Hour Analysis of Proposed Site (21st June)

Summer Radiation through structural tree columns (22nd December)

Original Site Wind Analysis

Proposed Site Wind Analysis tests after opening Alice Hoy and adding the platform

Winter Solstice Shadow (21st June)

Winter Radiation through structural tree columns (21st June)

Diagram 03: The new design directly shades the area, while also addressing the level change from Swanston street. Wind has been directed through the space where it once wasnâ&#x20AC;&#x2122;t able to reach, and the open steel columns allow wind to move upwards through and over the platform. Underneath the platform is mainly used in Summer to shelter people from the harsh afternoon sun while in Winter the platform itself is a welcome warm and sunny spot to relax and study.

Proposed Site Wind Comfortable Zone

PLATFORM OPTIMISATION

Option 07

Option 01

Option 02

Option 03

Option 04

Option 05

Option 06

3.0 metres

Summer Solstice Sun Hour Analysis (22nd December)

Winter Solstice Sun Hour Analysis (21st June)

Summer Solstice Radiation Analysis (22nd December)

Winter Solstice Radiation Analysis (21st June)

5.0 metres

Diagram 01: Form finding through use of Grasshopper plug-in Octopus. The script took Summer and Winter total sun hours and Summer and Winter total radiation from Ladybug analysis, and used this data as the fitnesses to optimise the curves of the platform. The aim of the platform design was to maximise sun hours and radiation in Winter and minimise in Summer. The best 7 options which satisfied all fitnesses were picked from Octopus and we chos e Option 2 as the starting concept for the main platform of our site.

5.0 metres

SECTION B-B’ 0m 3m 10m

SECTION C-C’ 0m 3m 10m Sunlight hours (winter solastice)

SOLAR RADIATION (SUMMER SOLATICE)

COMPARISON OF RADIATION BETWEEN OPIONS Less radiation in Summer More radiation in Winter Balance Zone

9am 9am

1pm

1 pm

5pm

1pm (Winter)

5pm

Based on Radiation analytics in Summer period, the significant thermal difference have occured around the rear sides of corridor because of the changing in shading time. The solution herein is to create a more stable walkway to avoid the inbalance of thermal. The hot spot would be used as a undercover idle area. The Lot6 would be reoccupied as a garden, proving the comfort spots for sitting and picnic throughout the time of a day.

Solar radiation (summer solastice)

Solar radiation (winter solastice)