DIAN-PORTFOLIO by Dian Yang

CONTENT

Parallel Places (VSK Children Hospice)

Boundary-less Neighborhood (Brayrbook Housing +)

Half Public

(Lygon street interventions)

(Masterplan + culture building)

Waterfront

Other works

Parallel Places (VSK Children Hospice)

Time: Advisor:

FAll 2020 Andrew Simpson

Individual work Warrnambool, Melbourne

To explore the notions of placemaking,(un) familiarity,(ex+in)teriority and paradox, we will build architecture as a 'home away from home' for Very Special Kids(VSK), a non-for-profit charity that provides care for children with the lifethreatening condition along with w/family support & services. The proposal intends to provide a place of comfort, therapeutical and a safe community-based environment for children and their families meanwhile respond to the atmosphere and authentic nature of the regional characteristic of the site.

V Barwon S South West K

Farmland - landscape

"The Concept" The distinct feature of the nature connection provides both visual and sensory contentment which inspire this project to respond to it. The continuous landscape of the farmland at distance define the image of the place. The project thus takes inspiration from the natural contours of the farmland and creates a wavy green roof to resonate with the environment.

Contours interpretation

Architectural interpretation

Storyboard Speculation

Kid's Bedroom - water view

V S K

Taking consideration of the special demand of the children hospice. A key part of the experience of the building is the constant reminder of its motif of 'home away from home' which disconnect from the conventional rigidness of the institutional atmosphere. The organization of the space accentuates its natural setting and frame the view accordingly.

Boundary-less Neighborhood (Brayrbook Housing +)

The concept of Boundray-less proposing an interconnected, environmental friendly and energitic community for Bryabrook. The first part of the project study at WGV(white gum valley) strategies which appied waterwise infrastructure design that convert the vacant oval of the Prichard reserve into an compelling landscape green park. The second part of the project focus on the residential intensification, propose a multi-units residential type that amplify the influence of the green space to the community.

Boundary-less Neighborhood (Brayrbook Housing + )

Time:

FEB 2020

Advisor:

Lee-Ann

Individual work Braybrook, Melbourne

Streetscape: Before COMMUNITY BORE

Streetscape: After LANDSCAPE INFILTRATE BASIN

LANDSCAPE INFILTRATE BASIN

(Type A) FLOOR PLAN

(Type B) FLOOR PLAN

Type A - Park Side view

Section 1-A

Section 2-B

Type B - Park Side view

The existing derelict oval was activated through applied water-smart infrastructure strategies, pedestrian-friendly residential typology and extensive public realm improvement which delivers a high level of permeability throughout the site.

Jpanses "Yatai" Workshop Ibazaki,Japan

Half Public (Lygon street interventions)

Time: Advisor:

FAll 2019 Nigel Bertram

Japanese workshop (Group) + Individual work

This project consists of a series of small scale urban interventions which explore the design opportunity in Lygon street - one of Melbourne's most renowned business strip. The proposed works speculate on need for the people and business, served as the urban plugin to activate and facilitate the ignore corner of the street.

Window "Yatai"

For adults and children alike, the structure is a place to entertain, interact with the community and make 'puppet homes' that will live in a city of houses. Shows allow the puppet houses to come to life; the street itself is a stage; the city becomes an extension of the home. Users share a communal responsibility for the public space through their engagement with the program. Relationships are formed between the owner of the DIY store with his neighbours: including a children's nursery, as the shop window display is merged with the theatre and stage.

Intervention __ Site One.

Intervention __ Site Three.

Intervention __ Site Two.

overcrowed

Intervention __ Site One. The first half-public intervention select one of most popular restaruant in lygon street (Universal) by introduce a new place for people to interact while waiting for the restaurant queue up.

Pavilion Intervention The space infront of the Parco Cafe transform into a pavilion to facilitate demands of the local business which provide a shelter with extra seats and secondary eating space. The street pinao occasionally converts to an informal stage for musical improvisation.

Site One

Intervention __ Site Two. Next to the 711, an urban 'island' envisioned into a public kitchen for BBQ and cup-noodle preparation etc. Collaborate with the 711 and potential social and service space for Argyle square during the event and festival.

Exploded diagram - Public Kitchen

Street view - Public Kitchen

'Garden' Intervention

Intervention __ Site Three The proposal of garden typology was informed by the observation of the local balcony plants which activate the use of land near the parking lot into a communal outdoor living place, implanted a garden that invites local occupants and tenants to communicate and socialize.

Street view - Public Garden

Inside view from 711 store

Waterfront (Masterplan + culture building)

Time:

Feb 2019

Advisor: Timothy Moore Masterplan (Group) waterfront museum (Individual)

"Refuge by the River" is a masterplan that seeks to revitalise the northern site of birrarung as a place of refuge from congested city life. The masterplan was underpinned by guiding principles that helped inform the design and concepts behind creating a cultural masterplan. The masterplan is the read as a series of conditions at key moments along the northbank.

Waterfront Museum (cultural building) Time: Advisor:

Feb 2019 Timothy Moore

Individual work Enterprize park, Melbourne

Ground Floor Plan

The mildly gradient of the green roof above the ground set a playful stage adjacent to the river, create a new relationship between nature and the urban landscape to resonate with the vibe of the waterfront.

Rooftop platform

public playground

As part of the waterfront masterplan, a new cultural building was selected on the existing enterprise park, the district from where the settlers aboard the ship Enterprize. Proposing a new relationship with the Yarra River and extend the value and legacy of indigenous culture.

Yarra River

Collection & Archive

Aboriginal Museum

Underground Entry

The spiral ramp in the central atrium creates a sunken plaza to host events and activities which functionally independent while other programs are closed. It also connects all levels while creating a different entry to experience the building.

Taking heed from the history and embracing its aboriginal legacy. The nonlinear plan was inspired by the form of scarred trees which aboriginal people removed bark from trees to make various uses such as canoes, containers and build temporary shelters etc. The building form a respectfully insertion in its new waterfront masterplan, while carving its unique peculiarity.

Under Ground Museum

WORKING DRAWINGS RENOCO HOME - Ongoing

25120 OVERALL

selected casement window

190

4600

D.P

2700 EN'S 2 190

W4 90

1280 WIR 2

650

1100 2700 OPENING

4070 BED 2

1670

4000 LIVING

8540

selected aluminum awing window

MR. JOHN WANG

45 TANNOCK STREET BALWYN NORTH. VIC 3104

TILE

NOTES:

DATE

DATE:

DESCRIPTION

s/a

Site & floor levels to be confirmed on site by builder prior to commencement of any works if any discrepancies are found contact office immediately.

REVISIONS:

13/10/2021

DO NOT PRODUCE UNLAWFULLY.

DRAWN:

D. Y

DO NOT SCALE DRAWINGS.

SCALES:

AS SHOWN

WD 09

USE FIGURED DIMENSIONS ONLY.

700 1395

2030 STAIRS

90 1200 P'D

2200

4570 KITCHEN

W. I. P

190 3120

400

Sealing: ● Foam or rubber seals to edges of openable doors and window sashes. ● Construct to minimise drafts by gaps, cracks and non-required openings. Services: ● All service ducts and pipes to have required insulation.

11190

tiled balcony with surface graded min.(1:100) to drain points and connected to dp's inside piers selected garage door

selected 1m high iron cast balustrade

45 TANNOCK STREET BALWYN NORTH. VIC 3104

2800 W13 D4

PROVIDE SLIP RESISTANCE SURFACE OR EDGE STRIP (P3 DRY) AND (P4 WET) TO TREADS OF STAIRS.

FAMILY 3

250 MIN

selected bearers as per eng's design

1374

ALL TIMBER FRAMING TO COMPLY WITH THE REQUIREMENTS OF THE S.A.A. TIMBER FRAMING CODE AS1684-2010 (LATEST EDITION)

recommended 50mm min. 150max.step down sheet membrane turn-up tile grouting tile movement joints

330

REFER TO ENGINEERS DESIGN & COMPUTATIONS FOR BEAM SIZES & LOCATIONS SUPPORTS & CONNECTION DETAILS

100

REFER TO ENGINEER'S DESIGN AND SPECIFICATIONS FOR ADDITIONAL STRUCTURAL BEAMS, BEAM LOCATIONS, FRAMING AND FOOTING DESIGNS TO PROPOSED UNIT DEVELOPMENT

reinforced mortar bed sheet membrane slip sheet

NOTES

ROOF DRAWING INDICATIVE ONLY, TO BE DESIGNED & SPECIFIED AS PER MANUFACTURERS REQUIREMENTS

1:10@A3

PROPOSED UNIT DEVELOPMENT 45 TANNOCK STREET BALWYN NORTH. VIC 3104

( STYLE & MATERIAL TO BE VERIFIED BY OWNER )

REVISIONS: DATE

DESCRIPTION

DATE:

13/10/2021

DO NOT PRODUCE UNLAWFULLY.

DRAWN:

D. Y

DO NOT SCALE DRAWINGS.

SCALES:

AS SHOWN

USE FIGURED DIMENSIONS ONLY.

WD 10

ROOF TRUSSES DRAWN INDICATIVE ONLY, TO BE DESIGNED & SPECIFIED AS PER MANUFACTURERS REQUIREMENTS

NOTE: ( CONSTRUCTION ) tile adhesive

STAIR DETAIL

1:100@A3

MR. JOHN WANG

PIER

100 x 100 concrete stumps set into concrete pad footings with founding depth as specified by engineers.

WATERPROOFING DETAIL

PROPOSED NORTH ELEVATION

AT :

4215

N.G.L

mortar bed movement joints

STRINGER: EX: 300 x 38 RADIATA PINE. OR SELECTED TIMBER

75 mm hebel panel cladding with selected render finish

L. F.L 57.51

400mm Min' bearer clearance

all waterproofing to be in accordance with table 3.8.1.1 NCC BCA 2013 and AS3740-2010.

TREAD

TREAD: EX: 300 x 41 RADIATA PINE. OR SELECTED TIMBER

190 MAX

selected aluminum awing window

FOR :

flashing as required

DINING

metal overflashing

selected casement window selected sliding door

approx 1° pitch selected klip-lok steel deck roofing on graded roofing battens @ 1200mm cts on rafters @ 900mm cts as per engineer's design

3840

58.55

58.45

GRAGE F.L 58.55

400

N.G.L

selected colorbond fascias and gutters

precast/GRC cornice to underside of eave 75 mm hebel panel cladding with selected render finish

200

C.L 61.35

W12

ALFRESCO

AS SHOWN

HALLWAY

ENTRY

Min

C.L 61.35

GARAGE

F.L 61.70

W11

DINING 6245

D. Y

WD 05

10mm superspan plasterboard or 13mm plasterboard to ceiling and 10mm plasterboard to walls

PORCH

400 W34

F.L 61.70

OVERALL WALL HEIGHT

W33

13/10/2021

SCALES:

ALL TREADS, LANDINGS AND THE LIKE TO HAVE NON SLIP FINISH OR SUITABLE NON-SKID STRIP NEAR EDGE OF NOSING.

2700 W32

DATE:

DESCRIPTION

DRAWN:

W27

1:100@A3

6124

1700

2700

W31

W30

DATE

DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY.

W28

SECTION X-X

C.L 64.40

W29

W31

W32

selected beams as per eng's design

BOUNDARY

obscure glazing up to 1700 mm height to restrict overlooking to neighbor's H/W & P.O.S

W28

REVISIONS:

DO NOT PRODUCE UNLAWFULLY.

M/BED

RUMPUS

selected floor joists as per eng's design

3840

OVERALL WALL HEIGHT

8721

7290

MR. JOHN WANG

FC Sheeting to underside of eaves typical

BED 4

F.L 61.70

F.L 58.65

C.L 64.40 OVERALL BUILDING HEIGHT

AT :

10mm superspan plasterboard or 13mm plasterboard to ceiling and 10mm plasterboard to walls

PROPOSED EAST ELEVATION

FOR :

These drawings shall be read in conjunction with all relevant structural and all other consultants drawings/details.

C.L 61.35

selected 22.5° pitch tile roof on 50 x 25 f8 hwd roofing battens @ 330 cts. on prefabricated roof trusses to manufactures design & specifications @600 mm cts.

F.L 57.51

PROPOSED UNIT DEVELOPMENT

ALL WATER CLOSETS TO HAVE REMOVABLE HINGES TO THE DOORS IF THERE IS LESS THAN 1.2M CLEARANCE BETWEEN THE CLOSEST PAN & THE DOORWAY. MECHANICAL VENTILATION TO OUTSIDE AIR PROVIDED TO WC WHERE REQUIRED AND IN ACCORDANCE WITH B.C.A. P.2.4.5 MAN HOLE LOCATION MAY BE CHANGED DUE TO TRUSS LAYOUT

450

selected sliding door

W27

470

GENERAL NOTES : -

This plan is to be read and comply in accordance with the attached energy raters specification.

soak gutter detail

2700

water proof membrane applied over selected treated sheet floor to balcony, turned up at perimeter min.70mm where it abutts walls

LOWER FL 57.51

1:100@A3

3745

600

selected 22.5° pitch tile roof on 50 x 25 f8 hwd roofing battens @ 330 cts. on prefabricated roof trusses to manufactures design & specifications @600 mm cts.

N.G.L

selected casement window

190

3860 DINING

EAVE

2700

9559

7627

OVERALL WALL HEIGHT

OVERALL BUILDING HEIGHT

2700 400

400

1800

3840

7870

All concrete areas to be charcoal finished

W10

5965 FAMILY

440 650 90

timber packing as required

5865

5225

1375

970

C.L 64.40

C.L 61.35

190

TILE

precast/GRC cornice

W24 OVERALL WALL HEIGHT

Denotes location of smoke alarms, to be installed in accordance with AS3786-1993. Unless installed in an existing part of A class 1, 2 or 3 building or A class 4 part of a building, the smoke alarm is to be hard wired with battery back-up & interconnected.

flashing as required Selected rendered finish R1 Dulux Vivid White SW1G1 or similar

F.L 61.70

4125 W9

KITCHEN

D.P D.P

MATERIAL SCHEDULE

W26

1750 STEPS

TILE

1:100@A3

C.L 64.40

W25

540

90 TILE

4025 KITCHEN / W.I.P

P'D

PROPOSED GROUND FLOOR PLAN

N.G.L

BOUNDARY

selected 22.5° pitch tile roof on 50 x 25 f8 hwd roofing battens @ 330 cts. on prefabricated roof trusses to manufactures design & specifications @600 mm cts.

2 1

940

DINING

720

PROPOSED UNIT DEVELOPMENT AT :

W10

Bulk ahead

1:100@A3

FOR :

190

2274 190

1097 BROOM

L'DRY 1 2 3 4 5 6 7 8 9

850

dashed line denotes extent of first floor

1338

TILE

4660

TIMBER FLOOR

WIR 2

EN'S 2

FL : + 57.51

720

s/a

190

LIVING

TIMBER FLOOR

420

1 2 3 4 5 6

FL : + 57.41

1165

BED 2

LIVING 90 2185 EN'S 2 / WIR 2

820

s/a

18 17 16 15 14 13 12 11 10

W1 420

820

DOWN

W.I.P

D.P in PIER

CHUTE

3225

STORE

190

2400H x 5000W GARAGE DOOR

2 x 820

310

190 450 450 LINEN CUPB. 600 90 CHUTE

ENTRY

PIER 90 1750

selected min' 1000mm high handrail

PROPOSED DWELLING

700

ALFRESCO

L. F.L 57.51

selected sliding window

PROPOSED SOUTH ELEVATION

10610 TILE

floor to ceiling opening

1100

selected rendered finish R1

1050

400

s/a

820

TILE

717

1200

W4 F.L 58.65

3840

5400

5070 C.L 61.35

8747

F.L 61.70

C.L 61.35

OVERALL BUILDING HEIGHT

2700

OVERALL WALL HEIGHT

W19

W23

6930

700

1500

W21

400

1800

1200

2700

OVERALL WALL HEIGHT

F.L 61.70

2700

8069

W22

W18

820

D.P

FAMILY

720

C.L 64.40 W20

5596

OPENING 5500 GARAGE 4960

5070 selected 22.5° pitch tile roof on 50 x 25 f8 hwd roofing battens @ 330 cts. on prefabricated roof trusses to manufactures design & specifications @600 mm cts.

C.L 64.40

OVERALL BUILDING HEIGHT

4760 710

selected awing window

ENTRY FL : + 58.65

770

W11

D4 TILE

LINEN

3125 BED 2 3215 STIARS 90 1010 2025 P'D

2205

710

selected awing window

TILE

800

1 820 2

820

FL : + 58.55

W12

D.P

CUPBOARD

PORCH

770

FL : + 58.55

D.P in PIER

500 90 BROOM

FL : + 58.40

STORE

FL : + 58.55

600 STEPS

GARAGE

3950 ALFRESCO

1310

500 90 CHUTE

190

6160 FAMILY

1 2 3

1:100@A3

PIER

PROPOSED WEST ELEVATION

selected rendered finish R1

L'DRY / BROOM

7285

F.L 58.65

selected casement window

3070

400

W13

1090

190

2290 STEPS 2490 L' DRY

STORE 90 2520 LINEN / CUPBOARD

D.P

selected garage door

13210 OVERALL

400

N.G.L

400

2400

OPENING

2700

C.L 61.35

All concrete areas to be charcoal finished

OVERALL BUILDING HEIGHT

2700

5548

F.L 61.70

400

W17

OVERALL WALL HEIGHT

D5 W16

GARAGE

3600

7180 C.L 64.40

W15

6000

Selected rendered finish R1 Dulux Vivid White SW1G1 or similar

selected casement window

W14

PIER

PORCH 1550

selected 1m high iron cast balustrade

11090 190

9690

2225

22.5° pitch slate tiled roof on 25 X 50 F8 roofing batten @ 330cts as per eng's design

BOUNDARY

MATERIAL SCHEDULE

12360

3415

1670 PORCH 690 980 190

PROPOSED UNIT DEVELOPMENT

FOR : AT :

MR. JOHN WANG

45 TANNOCK STREET BALWYN NORTH. VIC 3104

REVISIONS: DATE

DESCRIPTION

DATE:

13/10/2021

DO NOT PRODUCE UNLAWFULLY.

DRAWN:

D. Y

DO NOT SCALE DRAWINGS.

SCALES:

AS SHOWN

USE FIGURED DIMENSIONS ONLY.

WD 11

WORKING DRAWINGS RENOCO HOME - Ongoing

ELECTRICAL LAYOUT LIGHTING REQUIREMENTS

NOTE :

ALL ELECTRICAL LOCATIONS ARE INDICATIVE ONLY. EXACT LOCATIONS TO BE CONFIRMED ON SITE, ALL WIRING AND INSTALLATION TO COMPLY WITH RELEVANT AUTHORITIES. PROVIDE SELF CONTAINED SMOKE ALARMS CONNECTED TO MAINS POWER WITH STANDBY POWER IN ACCORDANCE WITH THE NATIONAL CONSTRUCTION CODE & AS 3786-1993 INSTALLATION TO MANUFACTURERS SPECIFICATIONS. MECHANICAL VENTILATION TO BE DUCTED TO ROOF SPACE TO COMPLY WITH THE NATIONAL CONSTRUCTION CODE UNLESS NOTED OTHERWISE

6 TOURELLO AVENUE, HAWTHORN.VIC 3122

REVISIONS: DATE

DESCRIPTION

DATE: DRAWN:

M. Z

DO NOT SCALE DRAWINGS.

SCALES:

AS SHOWN

CEILING MOUNTED LOW-VOLTAGE DOWNLIGHT

DOUBLE FLOOD LIGHT TO UNDERSIDE OF EAVE

WALL LIGHT LOW LEVEL MOUNTED STAIRWAY

CEILING MOUNTED JUNCTION BOX

s/a

CEILING MOUNTED EXHAUST FAN

WALL LIGHT OUTLET @ 1800mm

SINGLE G.P.O. AT 300mm ABOVE F.F.L.

PENDENT LIGHT

DOUBLE G.P.O. AT 300mm ABOVE F.F.L.

D.V.

INTERNAL WALLS TIMBER STUD 90MM

METER BOX

AT :

6 TOURELLO AVENUE, HAWTHORN.VIC 3122

DATE

DATE:

DESCRIPTION

DRAWN:

M. Z

SCALES:

AS SHOWN

1114

266

1086 13

11820

6126

2844

RUMPUS

HALLWAY

EN'S 4

6324 9480

BED 4

DP5

156

OVERALL

3000

264

4080

2400

4 1

NGL

DW2

1114

14 15

REFER TO DETAIL "1"

WALL SCHEDULE:

AD 01 "1"

This plan is to be read and comply in accordance with the attached energy raters specification. These drawings shall be read in conjunction with all relevant structural and all other consultants drawings/details.

PROPOSED DWELLING

FOR : AT :

MR. XU

6 TOURELLO AVENUE, HAWTHORN.VIC 3122

REVISIONS: DATE

DESCRIPTION

DATE:

5/10/2021

DO NOT PRODUCE UNLAWFULLY.

DRAWN:

M. Z

DO NOT SCALE DRAWINGS.

SCALES:

AS SHOWN

USE FIGURED DIMENSIONS ONLY.

WD 07

新植小树姿态舒展飘逸

3120

200 NICHE

4210

ENTRY

7320

200

800

6 4 . 4 5

铺地：3 0 厚当地常见石板/ 荔枝面

600

OVERALL

18360

4680 418 240

15240

VOID

NICHE

300 4500 OPENING

300

2520

156

GYM

4352

4380 4373

90 1560

STAIRS GARAGE

5960

5492

P' D

KITCHEN

CORRID.

NICHE

418 90 240

200

OPENING

1300

360 1320 360 1080

2080 1000 CORRID.

90 1170 600

4189

WIP

2485

1975

迎春

6 5 . 2 0

踏步：1 5 0 厚当地常见广场石条/ 荔枝面

1120

LIVING

240 840 420 1020 90OPENING 480 NICHE

6 4 . 7 0

6 5 . 0 0 6 4 . 7 0 6 4 . 6 0

迎春

壁嵌：山水大理石

自然石 6 3 . 0 2 泉眼无声惜细流池壁 6 3 . 5 0

6 4 . 0 0

6 4 . 4收边：150厚当地常见广场石条/ 5

虚

栏杆：20粗

6 5 . 6 0

收边：150厚当地常见广场石条/

6 4 . 4 0

6 4 . 2 5

6 4 . 5 5

6 3 . 9 5

6 4 . 1 0

6 3 . 8 0

6 3 . 6 5

1 5 0 厚石板/ 荔枝面

1 5 0 厚石条/ 荔枝面

藤？

510 104 90

FAMILY

2383

BOUNDARY

13 12 11 10

F.L. 18

C.L 16

DW6

DW3

Concrete slab as per eng's design & specifications

DW4

DW3

F.L. C.L

DN TP BASEMENT

DW6

F.L. C.L

1114

13 12 11

TREAD - 250 RISER - 175

DW6

DIMENSION TO PLASTERBOARD

STAIR - GROUND 1:50 @ A1

F.L.

Concrete slab as per eng's design & specifications

266

1114

SECTION X - X

DW2

F.L.

1114

DN TP GROUND

1:100 @ A1

Concrete slab to eng's design & specifications

SECTION Y - Y 1:100 @ A1

UP TO FIRST

DW6

UP TO GROUND FLOOR

SECTION Y - Y 1:100 @ A1

WALL SCHEDULE:

PROPOSED DWELLING AT :

MR. XU

6 TOURELLO AVENUE, HAWTHORN.VIC 3122

REVISIONS: DATE

DESCRIPTION

1:50 @ A1

INTERNAL WALLS TIMBER STUD 90MM

DATE:

14/10/2021

DO NOT PRODUCE UNLAWFULLY.

DRAWN:

M. Z

DO NOT SCALE DRAWINGS.

SCALES:

AS SHOWN

USE FIGURED DIMENSIONS ONLY.

DIMENSION TO PLASTERBOARD

STAIR - FIRST

ON GROUND EXTERNAL WALLS PROFILE AFS REDIWALL 156MM

1:50 @ A1

FOR :

TREAD - 250 RISER - 175

EXTERNAL WALLS PROFILE AFS REDIWALL 200MM

DIMENSION TO PLASTERBOARD

TREAD - 250 RISER - 175

STAIR - BASEMENT

INTERNAL WALLS TIMBER STUD 90MM

266

ON GROUND EXTERNAL WALLS PROFILE AFS REDIWALL 156MM

133

STAIR - GROUND

AD 01 "2"

EXTERNAL WALLS PROFILE AFS REDIWALL 200MM

s/a

REFER TO DETAIL "2"

Concrete slab to eng's design & specifications

INTERNAL WALLS TIMBER STUD 90MM

DIMENSION TO PLASTERBOARD

DW2

F.L.

1:100 @ A1

TREAD - 250 RISER - 175 2

DW4

DW1

ROOF PLAN

1:100 @ A1

DW2

3000

selected metal deck roof on 90 X 35 min F8 roofing batten @900 cts as per eng's design

UP TO FIRST

DW6

C.L 6

9 10

2734

1:50 @ A1

Concrete slab to eng's design & specifications

C.L 16

No 8

DN TO BASEMENT

NGL Concrete slab to eng's design & specifications

DW6

1500

1127

F.L. 18

STAIR - SECTION

REFER TO DETAIL "2"

UP TO FIRST FLOOR

F.L.

AD 01 "2"

DW3

3000 1086

1:50 @ A1

1380

17 16 15 14

2858

3000 10

3 20

DW2

1:100 @ A1

3000

18 4

2405

500 3000

seleted metal chain water outlet

F.L.

ON GROUND EXTERNAL WALLS PROFILE REDIWALL 156MM

Site & floor levels to be confirmed on site by builder prior to commencement of any works if any discrepancies are found contact office immediately.

17 5

C.L

EXTERNAL WALLS PROFILE ASF REDIWALL 200MM

NOTES:

F.L.

FIRST FLOOR PLAN WALL SCHEDULE:

DIMENSION TO PLASTERBOARD

1:50 @ A1

16 7

1114

266

STAIR - BASEMENT LOWER WALL DETAIL

SECTION X - X

1:50 @ A1

C.L

DW6

C.L

DW2

3000

ROOF FALL

15 8

DW2

DW6

14 9

1114

TREAD - 250 RISER - 175

19 18

7140

AD 01 "3"

3480

1200

2 selected metal deck roof on 90 X 35 min F8 roofing batten @900 cts as per eng's design

21564 2400

6000

3000 3000

WINDOW SHROUD

4800

WINDOW SHROUD

1380

3144

REFER TO DETAIL "3"

DW2

SELECTED STONE CLADDING

NGL

Concrete slab as per eng's design & specifications

F.L.

1114

1800

WIR 4

3000

ROOF FALL

500

4560

NGL

Concrete slab to eng's design & specifications

2400

5604

900 5934

C.L

3400

F.L.

3000

156

3235

F.L.

1:100 @ A1

3000

4920 90

266

RONDO 303 BATTEN 25MM

DW5

3000

DW3

SECTION X - X

480 330 90

3520

156

DP5

DW2

C.L 15

500

5560

3400

4200

BED 4

90 3120

W25

EN'S 4

1944

744 900 300300 90

WIR 4

DW3

R.L. 61.80

ROOF FALL

DW3 DW3

DW2

POND

Concrete slab as per eng's design & specifications

Strip footing as eng's design & specifications

DP4

1114 DW6

F.L.

OVERALL

16500

1280

3000

3000 ROOF FALL

400

300

800

2244

EN'S 3

3700

BED 3

6420

4680 470 3790

5310

W26

New 13mm plasterboard ceiling lining flush jointed fixed to suspended screw up ceiling system. provide paint finish as specified. refer to reflected ceiling plan.

selected metal deck roof on 90 X 35 min F8 roofing batten @900 cts as per eng's design

STORE

500 4500

500

RUMPUS

2844 156 4200

5130

7320

Concrete slab as per eng's design & specifications

C.L

F.L. NGL

C.L

2520

No 6

DW6

THERMAL INSULATION PANEL 75MM

F.L. C.L

DIMENSION TO PLASTERBOARD

3120

120

1800

Concrete slab as per eng's design & specifications

C.L DW3

WIR 4

120

F.L. C.L

1:50 @ A1

F.L.

UP TO FIRST

9 10

BED 4

5760

W39

TREAD - 250 RISER - 175

DW6

C.L

1946

2340

156

720

500

W38

STAIR - FIRST

DW6

14865

℄

1860

1200

selected metal deck roof on 90 X 35 min F8 roofing batten @900 cts as per eng's design

1500

DW3

3025

390 1200 90 CORRIDOR 90

BED 2

OVERALL

16500

384 DW3

DW5 DP4

W37

720

W27

AS SHOWN

WD 07

1200

4980

BED 3

RUMPUS

W36

℄

DW3

No 6

℄

M. Z

SCALES:

1114

DN TP GROUND FLOOR

5/10/2021

DRAWN:

℄ ℄ ℄

DP2 DP3

REFER TO DETAIL "4"

DATE:

DESCRIPTION

DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY.

275 300 300

W28

FL : + 68.25

2100H OPENING

selected galvanized black color CHS on PFC as per eng's design

DW3

DATE

DO NOT PRODUCE UNLAWFULLY.

DW3

EN'S 3

8 TOURELLO AVENUE, HAWTHORN.VIC 3122

W29

DW3 DP

down

W35

4680

9180

8868

1140 90

4255

4500

WIR

M/BED

DW3

W30

WIR 3

2100

W31

DW2

720 1052

W32

156

DW3

EN'S

4500

W33

DW3

WIR

DP1

4600

W34

DP2

REVISIONS:

MR.XU

F.L.

selected metal deck roof on 90 X 35 min F8 roofing batten @900 cts as per eng's design

15 16

AD 01 "4"

No 8

EN'S 3

EN'S

DW3

WIR 3

1830

DP3

2 selected metal deck roof on 90 X 35 min F8 roofing batten @900 cts as per eng's design

C.L

WINDOW SHROUD

4190

AT :

WD13

USE FIGURED DIMENSIONS ONLY.

C.L

DP1

156

720 1052

STAIRS

2430

600

2635

FOR :

5/10/2021

DO NOT PRODUCE UNLAWFULLY. DO NOT SCALE DRAWINGS.

130

PROPOSED DWELLING

REVISIONS:

MR. XU

120

压顶：1 5 0 厚石条 1 5 0 厚石条踏步/ 荔枝面外壁：1 5 0 厚石块花池中间：3 0 厚防水层+ 保护层内壁：1 2 0 厚预制混凝土板或砖墙

收边：150厚当地常

CEILING MOUNTED HEATING / COOLING OUTLET

DUCTED HEATING UNIT IN ROOF SPACE (INCL. G.P.O. AS REQUIRED)

PROPOSED DWELLING

600 1200

虚线：防腐木条的支撑

ON GROUND EXTERNAL WALLS PROFILE REDIWALL 156MM

FLOOR HEATING / COOLING OUTLET

DHU

FOR :

100

2100H BULKHEAD

1465

DOUBLE G.P.O. (HEIGHT SPECIFIED)

393

6480

14 13

2070

6360

HOT WATER SERVICE

These drawings shall be read in conjunction with all relevant structural and all other consultants drawings/details.

20 19 18 17 16 15

156

2400

9 10

18484

200

GRAGE

2200

3204

GYM

6012 4080

264

WIR 2

1350

HWS

2400

2940

200

WIR

M/ BED

100

8820

3000

X 2588 STAIRS

3000

4080

2520

P'D

F 6480

1890

E 3000

4350

21300

7140 2400

5760

KITCHEN

WIP

OPENING

90 1290 90

FAMILY

EXTERNAL WALLS PROFILE ASF REDIWALL 200MM

SINGLE G.P.O. (HEIGHT SPECIFIED)

OVERALL

14820

3000

3130

WALL SCHEDULE:

EXTERNAL POWER POINT

MANHOLE

This plan is to be read and comply in accordance with the attached energy raters specification.

EXT

DUCTED VACUUM SYSTEM

C 3480 5125

390 90

360

DAYLIGHT SENSOR

selected skylight

L' DRY

390

SENSOR

156

DINING

18360

STORE

常见广场石条/荔枝面

1114

2400

OPENING

3277

EN'S 2

2 WAY SWITCH

DW6

BED 2

6 4 . 4 5

壁嵌：山水大理石虚线：来水洞龛

虚线：屋檐及排水口

栏杆：2 0 粗钢筋/ 漆黑/ 中部缠麻绳

池保护层凝土板或砖墙

TELEPHONE POINT AT 300mm ABOVE F.F.L. TELEVISION COAXIAL POINT AT 300mm ABOVE F.F.L.

FLOOD LIGHT

CEILING MOUNTED MAINS POWERED SMOKE DETECTOR CEILING MOUNTED FAN

s/a

DATA POINT AT 300mm ABOVE F.F.L.

WALL MOUNTED LIGHT (HEIGHT SPECIFIED)

Site & floor levels to be confirmed on site by builder prior to commencement of any works if any discrepancies are found contact office immediately.

WD 06

USE FIGURED DIMENSIONS ONLY.

DW4

1500

OVERALL

3 IN 1 BATHROOM HEAT, LIGHT & EXHAUST FAN UNITS TO COMPLY WITH AS 1668.2

NOTES:

5/10/2021

DO NOT PRODUCE UNLAWFULLY.

300 1080

DP6

32280

CEILING LIGHT OUTLET

FLOUR MOUNTED LIGH BATTEN

MR. XU

DW2

DW3

300

1000

DW3

367

AT :

690 600 900 600 WIR 2 90 2790 90

FL : + 64.45

P'D

DW3

1766

KITCHEN

1086

PROPOSED DWELLING

120

BED 2

10980

INTERNAL WALLS TIMBER STUD 90MM

FOR :

1760

6000 x 5900

480 240 90 90

7316

ON GROUND EXTERNAL WALLS PROFILE AFS REDIWALL 156MM

These drawings shall be read in conjunction with all relevant structural and all other consultants drawings/details.

6 4 . 6 0

DW3

4098

GARAGE

6 4 . 6 0

ELECTRICAL SYMBOL LEGEND

PORCH

1:100 @ A1

This plan is to be read and comply in accordance with the attached energy raters specification.

DP4

6 4 . 4 5

200

2400

DW9

2100H BULKHEAD

DP3

EXTERNAL WALLS PROFILE AFS REDIWALL 200MM

EN'S 2

120

2200

DW8

360

WIP

L'DRY

3900 x 5760

156

GROUND FLOOR PLAN

1:100 @ A1

BED 2

DW3

FL : + 64.75

WIR 2

156

660 200

FAMILY 3000 x 4200

NICHE

4080

1:100@A1

FL : + 64.75

200

2380

FL : + 64.75

FIRST FLOOR PLAN

14600 x 4380

Raupiano pipe or similar

2100H BULKHEAD

DW3

1646

DW3

FL : + 64.75

1086

迎春

1:100@A1

3000 x 4380

750

青枫

GROUND FLOOR PLAN

1:100@A1

DW6

GYM

DINING

DW8 DW3

1705

BASEMENT FLOOR PLAN

6 3 . 3 0

6 5 . 0 0

BASEMENT FLOOR PLAN

3 . 0 0 6 3 . 3 0水面：6 池底：61.80

FL : + 64.65

DP2

1086

3000

迎春

铺地：3 0 0 ×3 0 0 ×3 0 当地常见石板/ 荔枝面

DP7

DW6

445

STUDY

LIVING

7140

6 3 . 3 0

6 3 . 5 0 姿态舒展飘逸的乔木

PORCH

6 4 . 7 0

6 5 . 2 0

EN'S 4

WIR 4

selected steel column as per engineer's design and specifications

7080

3480

虚线：防腐木条的支撑

800

6 4 . 4 5

6 5 . 0 0

池壁 6 3 . 5 0

6 4 . 4 0 6 4 . 5 5 1 5 0 厚石条踏步/ 荔枝面

6044 420 300

6685

200

DINING

10620 2400

自然石 6 4 . 5 0 自然石 6 4 . 0 0

PORCH LIGHTING PORCH FLOOR AREA: 7.48 M.sq. MAXIMUM 4W PER SQUARE METRE MAXIMUM USAGE: 29.92 W

凌霄蔷薇

6 4 . 7 5

6000

10620

2220

SUNKEN LIBRARY

铺地：3 0 0 ×3 0 0 ×3 0 当地常见石板/ 荔枝面

FIRST FLOOR AREA: 266.80 M.sq. MAXIMUM 5W PER SQUARE METRE MAXIMUM USAGE: 1334.0W

小石狮（收藏）

入户门：子母门= 实木板扇+ 玻璃扇过门石条： 1 2 0 0 L ×3 0 0 W ×1 0 0 H 当地常见石板/ 荔枝面

ENTRY

FL : + 64.75

6000

420 300

420

NICHE

FL : + 64.60

FIRST FLOOR LIGHTING 嵌入式地垫 1 0 0 厚石条收边

下：过滤池（盖板: 防腐木条板？）

DW6

6600 x 7320

DW6

6 4 . 2 5

BED 4

水面：6 4 . 2 5 池底：6 4 . 2 5

6 3 . 8 0 6 3 . 9 5

2 WAY

6 4 . 6 0

1 5 0 厚石板/ 荔枝面

6 3 . 5 0

2 WAY

LIVING

有本庭 6 4 . 2 5

雨天池

上：遮阳藤架池壁 6 3 . 3 0

小石狮（收藏）

6 3 . 9 5 6 4 . 台阶 1 0

自然石水口 6 3 . 2 0

DW6

FL : + 64.60

6 3 . 6 5

6 4 . 1 0

2 WAY

池底：61.50

自然石 6 3 . 1 0

PORCH

6 3 . 8 0

6 4 . 2 5

selected steel column as per engineer's design and specifications

柱子：圆钢管/ 防锈处理后漆黑（直径由结构定）

6 3 . 6 5

6000

1500 OPENING

PORCH

3300

Y TV

ENTRY

s/a

LIVING

墨池水面：6 3 . 0 0 池底：61.80

自然石 6 3 . 3 0

6 3 . 5 0

ENTRY

OPENING

240

STEPS

1617 OPENING

迎春

840

1200

2400

青枫

EN'S 2

6 3 . 3 0

水面：6 3 . 3 0 池底：6 3 . 3 0

6 4 . 6 0

入户门：子母门= 实木板扇+ 玻璃扇过门石条： 1 2 0 0 L ×3 0 0 W ×1 0 0 H 当地常见石板/ 荔枝面

6 3 . 5 0 自然石 6 3 . 5 0

6 3 . 6 5

2335

W24

自然石 6 3 . 3 0

3 WAY

迎春

DW6

下：过滤池

8700

RUMPUS

青枫

自然石 6 4 . 0 0

6 3 . 3 0

（盖板: 防腐木条板？）

1860

池壁 6 3 . 5 0

6 3 . 3 0

6 3 . 5 0

DP1

自然石 6 3 . 5 0

6 3 . 9 5

6 3 . 5 0 池底：61.50

2 WAY

s/a

6 4 . 5 5 6 4 . 4 0 6 4 . 2 5 6 4 . 1 0 6 3 . 9 5 6 3 . 8 0 6 3 . 6 5

雨天池

GROUND FLOOR LIGHTING GROUND FLOOR AREA: 232.94 M.sq. MAXIMUM 5W PER SQUARE METRE MAXIMUM USAGE: 1164.70W

1160

壁嵌：山水大理石

DW6 DP5

6 3 . 5 0

水面：6 3 . 0 0 6 3 . 3 0 池底：61.80

植小树舒展飘逸

：150厚当地常见广场石条/荔枝面

自然石 6 4 . 5 0

迎春

常见广场石条/荔枝面

DP5

200

DW6

自然石 6 4 . 0 0

姿态舒展飘逸的乔木

入户门：子母门= 实木板扇+ 玻璃扇过门石条： 1 2 0 0 L ×3 0 0 W ×1 0 0 H 当地常见石板/ 荔枝面

新植小树姿态舒展飘逸

1160

小石狮（收藏）

W23

虚线：来水洞龛

下：过滤池（盖板: 防腐木条板？）

池底：61.50

沟通

可移动木踏步

BED 3

2 WAY

6 5 . 6 0

D1 6 4 . 6 0

FL : + 63.95

7320 2 WAY

OVERALL

6 4 . 6 0

OVERALL

STUDY

4680

18272

4380

FL : + 64.65 DW6

GAZEBO

6 3 . 8 0

3 WAY

4680

200 280 15152

ENTRY

LIVING FL : + 64.75

22500

s/a

No 6

2 WAY

1 5 0 厚石条踏步/ 荔枝面

BASEMENT FLOOR AREA: 166.45 M.sq. MAXIMUM 5W PER SQUARE METRE MAXIMUM USAGE: 832.25W

OVERALL

s/a

2 WAY

STUDY 2 WAY

s/a

BASEMENT FLOOR LIGHTING

：150厚当地常见广场石条/荔枝面

5 0 5 0 5 0 5

ENTRY

5 4 2 1 9 8 6

4210

. . . . . . .

3 4200

4 4 4 4 3 3 3

常见广场石条/荔枝面

6 3 . 5 0

虚线：防腐木条的支撑

3120

4080

340 780 840 240 1020 510 480 OPENING 200

6 4 . 6 0

200 300 7320

水面：6 3 . 3 0 池底：6 3 . 3 0

嵌入式地垫 1 0 0 厚石条收边

1200

Site & floor levels to be confirmed on site by builder prior to commencement of any works if any discrepancies are found contact office immediately.

3 WAY

6 4 . 7 0

3120

6 6 6 6 6 6 6

雨天池

LIVING

6820

2100H BULKHEAD

1 5 0 厚石板/ 荔枝面

3120 200

DW6

W22

6 4 . 7 0 D4

4200

4200 7320

DP4

6 3 . 3 0

8520

ART & COLLECTION

DW6

DW5

6 4 . 7 5

1 5 0 厚石条踏步/ 荔枝面

NOTES:

2 WAY

雨天池

DW6

水面：6 4 . 3 0 池底：6 4 . 3 0

OVERALL

WALL SCHEDULE:

2 WAY

DINING

虚线：防腐木条的支撑

W21

新植小树姿态舒展飘逸

s/a

4480

2064 156

200 4480

DINING

4680

OVERALL

18272

17220

16500

W20

雨天池

16288

6 4 . 5 5 6 4 . 4 0 6 4 . 2 5 6 4 . 1 0 6 3 . 9 5 6 3 . 8 0 6 3 . 6 5

3 WAY

FL : + 64.75

EN'S 3

2 WAY 3 WAY

1 5 0 厚石条踏步/ 荔枝面

GYM

2 WAY

6 4 . 7 0

1100

3 WAY

水面：6 3 . 0 0 6 3 . 3 0 池底：61.80

迎春

3300

石板桥 6 3 . 5 0

WIR 3

EN'S

200

6 4 . 6 0

H/W

No 6

2 WAY

s/a

2 WAY

WIR

M/BED

6 4 . 7 5

3000

s/a

姿态舒展飘逸的乔木

6 4 . 0 0

GARAGE

P'D

1100

s/a

No 6

2 WAY

KITCHEN 2 WAY

垂拉百叶帘

7140

W10

木本台

4200

FL : + 64.75

3268

2 WAY

凌霄

ART & HALLWAY

DW4

door stop to be below the floor level as per manufacturer's specifications

STUDY

EN'S 2

2 WAY

1100

DW8

180

垂拉百叶帘

2868

GYM

down

2100H BULKHEAD

No 6

凌霄

10620 10620

BED 2 L'DRY

s/a

156

FL : + 63.55

DINING

DW2

STORE

2 WAY

ENTRY

6 4 . 7 0

OVERALL

4508

4680

GYM

DW7

凌霄蔷薇

7320

BED 5

2380

LIVING

6 5 . 0 0

OVERALL

up 2100H BULKHEAD

selected steel column as per engineer's design and specifications

3120

2 WAY

EN'S 5

2400 200

6900

DINING

6 4 . 7 0

200

6 4 . 5 5 6 4 . 4 0 6 4 . 2 5 W19 6 4 . 1 0 6 3 . 9 5 6 3 . 8 0 6 3 . 6 5

DW6

DW2

3480

水面：6 4 . 3 0 池底：6 4 . 3 0

DW2

2400

GARAGE

360

ROBE 6 4 . 7 0

H/W

P'D

凌霄蔷薇

DW2

W6'

No 6

FL : + 64.75

1 5 0 厚石条踏步/ 荔枝面

FL : + 61.25

H/W

DW4 DW4

4500

720 1052

156 EN'S

2754 BED 2

4864

5220

4500

720 1052 4500

200

H/W

KITCHEN

DW2

GYM

HALLWAY

720 1052

2710 BED 5

4820

EN'S

692

DW7

No 6

H/W

W11

DW2

FL : + 64.75

DW6

DW7

W12

DW4

2100H BULKHEAD

W13

4080

8620

圆洞

156 1464

5220

6 3 . 5 0

DW3

W18

DP1

B I N B I N B I N

普通混凝土地面距厨房窗台2 3 0 0

W14

1 0 0 厚荔枝面石板

600 90

W15

防腐木条镶嵌铺地

200

DP2

半圆拱洞+ 坐凳

4480

晾晒院

W16 CONCRETE PAVING

EN'S 2

上：3 0 厚木板坐凳/ 栏杆靠背：5 0 粗漆黑钢管、中部缠麻绳下：白墙

4680

6 3 . 5 0

半圆拱洞+ 坐凳

ROBE

普通混凝土地面

BED 2

3000 7080

上：3 0 厚木板坐凳/ 栏杆靠背：5 0 粗漆黑钢管、中部缠麻绳下：白墙

DW2

DW7

DW4

杂务院

W17

DW6

8820

虚线：池壁

L'DRY

32280 OVERALL

200

圆洞

STORE

6 Y

DW2

DW7

spp @1500mm high to ref space

750

BED 5

DW2

17220

普通混凝土地面距厨房窗台2 3 0 0

6 3 . 5 0

1100

H/W DW2

1100

4500

H/W

C 3000

13980

B I N B I N B I N

1350

H/W

EN'S 5

6 3 . 5 0

B 10980

晾晒院

CONCRETE PAVING

普通混凝土地面

GARAGE

spp @1800mm high for rangehood

杂务院

1100

H/W

GARAGE FLOOR AREA: 39.69 M.sq. MAXIMUM 3W PER SQUARE METRE MAXIMUM USAGE: 119.07W

200

1100

DW2

STAIRS

普通混凝土防滑坡面

6012

1350

P'D

240 540 90

200

2588

1350

KITCHEN

EN'S

1830

1350

BED 2

STORE

5748

272

90 1573

3834

720 1052

L'DRY

STORE

156

200

5520

2616

spp @750mm high for D/W

OPENING

156

虚线：屋檐及排水口

2576

栏杆：2 0 粗钢筋/ 漆黑/ 中部缠麻绳

ROBE

GARAGE LIGHTING

G 2400

6480

池保护层凝土板或砖墙

4946

EN'S 5

F 4080

普通混凝土防滑坡面

1300

BED 5

90 1534 90

E 3000

10140

6 5 . 6 0

3790

22500 7140

虚线：防腐木条的支撑

200

C 3480 5880

6050

B 2400

1350

2400

1350

4080

4500

3000 10440

2 WAY

OVERALL

7140

植小树舒展飘逸

OVERALL

常见广场石条/荔枝面

16288

C 3480 5880

1 0 厚漆黑钢板镶嵌

B 2400

750

栏凳：1 5 0 厚荔枝面石条+ 4 5 0 L ×3 0 0 W ×3 0 0 H m m 石腿栏杆：5 0 粗钢管焊接漆黑/ 中部缠麻绳

6 4 . 5 5

1 0 厚漆黑钢板镶嵌

6 4 . 4 0

LAMP POWER DENSITY OR ILLUMINATION POWER MUST NOT EXCEED ANALYSIS Watts PER SQUARE METRE

WD 12

PROPOSED DWELLING

FOR : AT :

MR.XU

8 TOURELLO AVENUE, HAWTHORN.VIC 3122

REVISIONS: DATE

DESCRIPTION

DATE:

14/10/2021

DO NOT PRODUCE UNLAWFULLY.

DRAWN:

M. Z

DO NOT SCALE DRAWINGS.

SCALES:

AS SHOWN

USE FIGURED DIMENSIONS ONLY.

WD 12

Facade Design +

Working Drawing

RENOCO HOME 6870

2100 x 3710

LIVING

Black Axon Cladding Board

W15

d.p

BIN

M. Z / D. Y AS SHOWN

WD 04

W1 W2 W3

2400 x 2400 900 x 2400 900 x 2400 1300 x 2400 1200 x 600 1800 x 2400 1500 x 2400 600 x 2400 3600 x 2400 2400 x 2400 2250 x 2400 1000 x 2400 1038 x 2400

ALUMINUM AWNING WINDOW ALUMINUM AWNING WINDOW ALUMINUM AWNING WINDOW ALUMINUM AWNING WINDOW ALUMINUM AWNING WINDOW ALUMINUM AWNING WINDOW

Floor joists and bearers as per engineers design and specified .

F. L

FAMILY

450 90 4932

CORRI.

F. L 65.230

F. L

N.G.L 100 x 100 concrete stumps set into concrete pad footings as per engineers deisgn and specification

selected 100x100mm treated pine post embeded in concrete pad footing as per eng's design and specification

SECTION X-X

PROVIDE SLIP RESISTANCE SURFACE OR EDGE STRIP (P3 DRY) AND (P4 WET) TO TREADS OF STAIRS.

330 1700 1000

4626

250 MIN

metal overflashing

TREAD

recommended 50mm min. 150max.step down sheet membrane turn-up tile grouting tile movement joints

all waterproofing to be in accordance with table 3.8.1.1 NCC BCA 2013 and AS3740-2010.

TREAD: EX: 300 x 41 RADIATA PINE. OR SELECTED TIMBER

mortar bed movement joints

500

proposed min.1200mm high frameless glass pool fence above existing dwarf wall- grade A safety glass, to pool regulation AS1926.1-2012/AS 1926.2-2007

1:100 @ A1

STRINGER: EX: 300 x 38 RADIATA PINE. OR SELECTED TIMBER

190 MAX

PROPOSED NORTH ELEVATION

reinforced mortar bed

tile adhesive

sheet membrane slip sheet

WATERPROOFING DETAIL

STAIR DETAIL Selected rendered color to match existing finish

Black Axon cladding

18288

TEA ROOM

COURT YARD

1:100 @ A3

830

perforated sheet metal screen with 25% permissible transparency fixed onto metal support framework

OVERALL BUILDING HEIGHT

F. L.

MATERIAL SCHEDULE

90 mm timber cladding with selected render finish

550 3200 90 90 1023

1° MINIMUM PITCH TRANSLUCENT POLYCARBONATE ROOFING ON 66 x 42 F7 CCA. / LOSP. TREATED PINE BATTENS @ 900 CTS ON 185 x 42 F7 CCA. / LOSP. TREATED PINE RAFTERS @ 800 CTS

BOUNDARY 2400

EXISITNG

4630

PROPOSED WALL HEIGHT

2700

AS SHOWN

EXISTING C. L

ALL TREADS, LANDINGS AND THE LIKE TO HAVE NON SLIP FINISH OR SUITABLE NON-SKID STRIP NEAR EDGE OF NOSING.

PROPOSED

M. Z / D. Y

WD 05

Black Axon Cladding

C. L.

DRAWN: SCALES:

Black Axon Cladding

50mm x 50mm shs metal support framework to engineer`s specification

4/10/2021

DATE:

DESCRIPTION

USE FIGURED DIMENSIONS ONLY.

approx 2° pitch selected klip-lok steel deck roofing on graded roofing battens @ 1200mm cts on posistruts @ 900mm cts as per engineer's design

concrete stumps and pad footings as per engineers design and specified .

White Render

MASTERBEDROOM C.L.

F. L.

DATE

DO NOT PRODUCE UNLAWFULLY. DO NOT SCALE DRAWINGS.

400mm Min' bearer clearance

2 x 820 SELECTED FEATURE ENTRY DOOR 820 SELECTED FEATURE DOOR 2 x 820 SELECTED FEATURE DOOR 820 SELECTED FEATURE DOOR 4 x 820 SELECTED FEATURE DOOR

1640 x 2400 820 x 2100 1640 x 2400 820 x 2100 3280 x 2400

White Render

Timber Battern Black

9 HARCOURT STREET DONCASTER. VIC 3108

ALUMINUM FIXED WINDOW

1640 x 2400 820 x 2100 1640 x 2400 820 x 2100 3280 x 2400

Black Axon Cladding Board

REVISIONS:

MS. NA DONG

F. L 65.280

65.20

White Render

AT :

90x45mm timber batten cladding with slected finish

ALUMINUM AWNING WINDOW ALUMINUM AWNING WINDOW ALUMINUM AWNING WINDOW ALUMINUM AWNING WINDOW ALUMINUM AWNING WINDOW ALUMINUM FIXED WINDOW ALUMINUM FIXED WINDOW ALUMINUM FIXED WINDOW ALUMINUM FIXED WINDOW

700 x 2400 700 x 2400 2500 x 2400

D1 D2 D3 D4 D5

FOR :

These drawings shall be read in conjunction with all relevant structural and all other consultants drawings/details.

2700

TYPE

429

F. L.

1:100

PROPOSED EXTENSION

This plan is to be read and comply in accordance with the attached energy raters specification.

PROPOSED

SIZE ( W x H ) OPENABLE SIZE 1000 x 1800 900 x 1800 900 x 1800 1300 x 1800 1200 x 600 1800 x 1800 1500 x 2400 600 x 2400 3600 x 700 2400 x 700 2250 x 1800

PROPOSED GROUND FLOOR PLAN

PROVIDE 10MM EXPANSION JOINTS @6000 MAX' CRS, IN MASONRY WALLS ABOVE OR CLOSE TO JUNCTIONS BETWEEN; DIFFERENT TYPES OF FOOTING SYSTEMS, FOOTINGS FOUNDED AT SIGNIFICANTLY DIFFERENT DEPTHS, OR FOOTING FOUNDED ON SIGNIFICANTLY DIFFERENT MATERIALS. (IE. CLAY & ROCK) ALSO WHERE NEW BRICKWORK ABUTTS EXISTING BRICKWORK.

flashing

White Render

Black Axon Cladding Board

500

PROPOSED OVERALL BUILDING HEIGHT

2400

EXISITNG

EXISTING GARAGE HEIGHT

2400

DRAWN: SCALES:

s/a

BOUNDARY

1:100 @ A1

6451

2700

PROPOSED

PROPOSED WEST ELEVATION

DO NOT PRODUCE UNLAWFULLY.

Site & floor levels to be confirmed on site by builder prior to commencement of any works if any discrepancies are found contact office immediately.

WINDOW & DOOR SCHEDULE

PROPOSED FRAMELESS GLASS FENCE

White Render

NOTES:

4/10/2021

DATE:

DESCRIPTION

USE FIGURED DIMENSIONS ONLY.

C. L.

F. L.

DATE

DO NOT SCALE DRAWINGS.

W4 W5 W6 W7 W8 W9 W 10 W 11 W 12 W 13 W 14 W 15 W 16

BOUNDARY

5453

400

9 HARCOURT STREET DONCASTER. VIC 3108

C. L.

REVISIONS:

BOUNDARY

White Render

NOTE :

MS. NA DONG

3200

23488

GENERAL NOTES :

PROPOSED EXTENSION

908

KITCHEN

OVERALL

1:100@ A3

Black Axon Cladding Board

STAIRS

infill previous window opening

14835

existing d.p

remain existing window

AT :

2670

existing d.p

A/J

new window

7266

FOR :

150

d.p

BIN

DEMOLITION - GROUND FLOOR

perforated sheet metal screen with 25% permissible transparency fixed onto metal support framework

KITCHEN

DINING

COURTYARD

selected 125x125mm timber posts

LIVING

d.p

Timber Battern Black

d.p

DOWN

5760 x 3515

3633 x 7266

existing d.p

proposed 1200mm high handrail

FL : + 65.23

selected timber posts with 60mm gap in between

existing stair to basement

existing d.p

Black Axon Cladding Board

3200 x 8100

selected min' 1000mm high handrail

remain cabinet as required 3513 x 5759

DINING

5980 x 4670

COATS

STUDY

3710 x 2100

DECKING

W14

infill previous door opening

d.p

proposed 1200mm high balustrade

remove existing window & wall as required

P DOWN

W13

FL : + 65.28

2400

STUDY

5120

GATE

W12

ENTRY

4500 x 2630

820

FL : + 65.23

existing d.p

FL : + 65.20

BATH

KITCHEN

3728 x 3383

820

PORCH

8097

171°

W10 9 8 7 6 5 4 3 2 1

W11

2760 x 3400

W16

FL : + 65.23 d.p

FAMILY

6100 x 4500

d.p

3375 x 2585

DOWN

TEA ROOM

COURT YARD

Selected render finish on 50mm hebel panel

EXISTING

existing d.p UP

FAMILY

5500 x 4200

proposed min.1200mm high frameless glass pool fence above existing dwarf wall- grade A safety glass, to pool regulation AS1926.1-2012/AS 1926.2-2007

920

COVERED DECK

POO

8200

remove existing decking as required

PANTRY STORE

4800 x 4050 820

1290 165

M/BED

820

Floor to ceiling opening

2630

ENTRY

820

ROBE

ENTRY

POO

EXIS

ROBE

门窗编号

TING

EXIS

TING

2753 x 2762

ROBE

remove existing wall & door as required

Timber cladding

4670

FL : + 64.90

680

BEDROOM 3 remove existing decking as required

BED 3

3550 x 3127

d.p

FL : + 64.90

COATS

BOUN

1340

DARY

2730 x 3957

3127 x 3547

903

BEDROOM 2 BEDROOM 1

DA BOUN

3600 x 3200

EN'S

3603

d.p

BED 2

150

BATH

d.p

6135

d.p

90x45mm timber batten cladding

existing d.p

810 90

WIR

3953

existing d.p

create opening for proposed window

3180

ROBE d.p

A/J

2040

DINING

BED 2

90 810

W7 EN'S

d.p

TIMBER SCREEN

BATH

1800

90 90

3600

CT.TOP CORRI.

BED 3

1000

1700

KITCHEN

FAMILY

500

6220 90

3547

CORRI.

3639 240

5440

1100

5440 90

ROBE

1319

1:10

BALCONY OVERLOOKING SCREEN DETAIL

( STYLE & MATERIAL TO BE VERIFIED BY OWNER )

1:20 @ A3

NOTES

ROOF DRAWING INDICATIVE ONLY, TO BE DESIGNED & SPECIFIED AS PER MANUFACTURERS REQUIREMENTS

PROPOSED EXTENSION

NOTE: ( CONSTRUCTION )

NOTES

REINFORCEMENT TO FOOTING & NEW FOOTING AS PER ENGINEERS DESIGN & COMPUTATIONS

REFER TO ENGINEER'S DESIGN AND SPECIFICATIONS FOR ADDITIONAL STRUCTURAL BEAMS, BEAM LOCATIONS, FRAMING AND FOOTING DESIGNS TO PROPOSED EXTENSION

FOR : AT :

REVISIONS:

MS. NA DONG

9 HARCOURT STREET DONCASTER. VIC 3108

DATE

DATE:

DESCRIPTION

PROPOSED EXTENSION

4/10/2021

DO NOT PRODUCE UNLAWFULLY.

DRAWN:

M. Z / D. Y

DO NOT SCALE DRAWINGS.

SCALES:

AS SHOWN

9 HARCOURT STREET DONCASTER. VIC 3108

AT :

REVISIONS:

MS. NA DONG

FOR :

WD 07

USE FIGURED DIMENSIONS ONLY.

DATE

DATE:

DESCRIPTION

4/10/2021

DO NOT PRODUCE UNLAWFULLY.

DRAWN:

M. Z / D. Y

DO NOT SCALE DRAWINGS.

SCALES:

AS SHOWN

WD 09

USE FIGURED DIMENSIONS ONLY.

WINDOW & DOOR SCHEDULE TYPE ALUMINUM AWNING WINDOW ALUMINUM AWNING WINDOW ALUMINUM AWNING WINDOW ALUMINUM AWNING WINDOW ALUMINUM AWNING WINDOW ALUMINUM AWNING WINDOW ALUMINUM AWNING WINDOW ALUMINUM FIXED WINDOW ALUMINUM AWNING WINDOW ALUMINUM AWNING WINDOW ALUMINUM AWNING WINDOW ALUMINUM AWNING WINDOW ALUMINUM AWNING WINDOW SELECTED FEATURE ENTRY DOOR SELECTED SINGLE FLUSH DOOR SELECTED 4 x PANEL CAVITY SLIDING DOOR SELECTED SINGLE FLUSH DOOR

Y 8555

4995

2495

DINING

KITCHEN

5995

WIP

P'D

STAIR

1490

3810

COATS

ENTRY

240 2500 LITRE WATER TANK

1385

d.p

W10

W11

104.15

EN'S 2

WIR 2

5190

3210

DEWELLING

STUDY

8970

1940 STAIR

1700

240 1450 240 L'DRY

1690

2660

s/a

PROPOSED UNIT DEVELOPMENT

FOR : AT :

AZI INVESTMENTS GROUP PTY. LTD.

45 FLORENCE ROAD SURREY HILLS. VIC 3127

NOTES

ALL TIMBER FRAMING TO COMPLY WITH THE REQUIREMENTS OF THE S.A.A. TIMBER FRAMING CODE AS1684-2010 (LATEST EDITION)

3500

2580

2180

WIR

4680

DEWELLING "1"

FL : + 109.100 CL : + 108.700

ROOF TRUSSES DRAWN INDICATIVE ONLY, TO BE DESIGNED & SPECIFIED AS PER MANUFACTURERS REQUIREMENTS

approx 3° pitch selected klip-lok steel deck roofing on graded roofing battens @ 1200mm cts on rafters @ 900mm cts as per engineer's design

NOTE: ( CONSTRUCTION )

75mm foam board cladding with selected render finish for first floor. approx 1° pitch selected klip-lok steel deck roofing on graded roofing battens @ 1200mm cts on rafters @ 900mm cts as per engineer's design

cap and flash brick parapet wall as required

RUMPUS

BED 3 selected box gutters

WIR 3 posistruts @ 450 max. crs as per engineer's design & specifications

STAIRS

REFER TO ENGINEER'S DESIGN AND SPECIFICATIONS FOR ADDITIONAL STRUCTURAL BEAMS, BEAM LOCATIONS, FRAMING AND FOOTING DESIGNS TO PROPOSED UNIT DEVELOPMENT

M / BED

NOTES

ROOF DRAWING INDICATIVE ONLY, TO BE DESIGNED & SPECIFIED AS PER MANUFACTURERS REQUIREMENTS

beam as per engineers design

10mm superspan plasterboard or 13mm plasterboard to ceiling and 10mm plasterboard to walls

GARAGE

NOTES

DINING

STORE

FL : + 105.700 Living FL : + 105.200

concrete slab with edge beams and stiffening beams as per engineer's design & specifications.

SECTION Y-Y

REVISIONS: DATE

DESCRIPTION

DATE:

14/09/2021

DO NOT PRODUCE UNLAWFULLY.

DRAWN:

M. Z / D. Y

DO NOT SCALE DRAWINGS.

SCALES:

AS SHOWN

USE FIGURED DIMENSIONS ONLY.

SECTION X-X

LINEN

3200

90 1450 240 800

EN'S

1:100 @ A3

Site & floor levels to be confirmed on site by builder prior to commencement of any works if any discrepancies are found contact office immediately.

FL : + 105.700

1: 100 @ A3

flashing as required

DEWELLING 2 - GROUND FLOOR PLAN NOTES:

PAP : + 112.200 CL : + 111.800

3000

240

concrete slab with edge beams and stiffening beams as per engineer's design & specifications.

cap and flash as required

BED 2

L'DRY

W13

3010

P'D

PORCH

ENTRY

d.p

DECKING

WIP

ENTRY COATS

REFER TO ENGINEERS DESIGN & COMPUTATIONS FOR BEAM SIZES & LOCATIONS SUPPORTS & CONNECTION DETAILS

90 1490 90

ARTICULATION JOINT TO BE PROVIDED @ 4500MM MAX. SPACING

approx 2° pitch selected klip-lok steel deck roofing on graded roofing battens @ 1200mm cts on rafters @ 900mm cts as per engineer's design

posistruts @ 450 max. crs as per engineer's design & specifications

W12

DOWN

4915

COATS

NOTE :

190 MAX

GARAGE

5490

5620

2200H x 5000W GARAGE DOOR 4200 x 3200

d.p

STRINGER: EX: 300 x 38 RADIATA PINE. OR SELECTED TIMBER

flashing as required

selected box gutters beam as per engineers design

flashing as required

2700

d.p

4000 x 2000 mm retractable awning

cap and flash as required

75mm foam board cladding with selected render finish for first floor.

RUMPUS

BED 5

1:10

EN'S / WIR

FL:+104.05

BED 2

90 905

STUDY 3200 x 3400

STUDY

LIVING

1 2 3 4 5 6 7

2990

FL:+104.90

2405

DOWN

10mm superspan plasterboard or 13mm plasterboard to ceiling and 10mm plasterboard to walls

selected box gutters

( STYLE & MATERIAL TO BE VERIFIED BY OWNER )

PORCH

240 1495 90

ALL NOMINAL WINDOWS SIZES TO BE VERIFIED PRIOR TO ORDERING; NOMINAL SIZES SHOWN ONLY; SUBJECT TO CHANGE TO SUIT BUILDERS MANUFACTURERS STANDARD SIZES; ALL OPERABLE WINDOWS TO HAVE ALUMINIUM FLYSCREENS ( OPTIONAL ); WINDOWS TO BE FABRICATED AS PER A.S. 2047 & ALL GLAZING TO COMPLY WITH A.S. 1288; ALL WINDOWS IN BEDROOMS LESS THAN 1.7M IN HEIGHT ON FIRST FLOOR TO HAVE MAX. OPENING OF NOT MORE THAN 125MM; PROVIDE LAMINATED SAFETY GLASS TO WINDOWS WITHIN 500MM OF FLOOR LEVEL; PROVIDE VISIBILITY DECALS TO ALL FULLY GLAZED PANELS OR DOORS MORE THAN 500MM WIDE AND ALL BATHROOM IN ACCORDANCE WITH AS1288-2006.

FF : + 109.100 CL : + 108.700

STAIR DETAIL

d.p

ENTRY

900

TREAD

approx 2° pitch selected klip-lok steel deck roofing on graded roofing battens @ 1200mm cts on rafters @ 900mm cts as per engineer's design

Living FL : + 105.200

P'D COATS

3000 x 4800 STUDY

FL:+104.15

240

6000 x 5500

DWELLING "2"

DOWN

GARAGE UP

L'DRY

FL:+104.20

LINEN

80 KITCHEN STAIRS

KITCHEN

240 720 DINING

4370

5360 10830

90 1500 90 4990

WIP

OUTLINE OF UPPER FLOOR WALLS ABOVE

PAVING 3400

d.p

WINDOW NOTES : -

250 MIN

TREAD: EX: 300 x 41 RADIATA PINE. OR SELECTED TIMBER

d.p

DEWELLING "1"

cap and flash as required

CL : + 111.800

PROVIDE SLIP RESISTANCE SURFACE OR EDGE STRIP (P3 DRY) AND (P4 WET) TO TREADS OF STAIRS.

d.p

DINING

LIVING

NOTE :

d.p

2300 PORCH

BIN BIN

d.p

240

approx 2° pitch selected klip-lok steel deck roofing on graded roofing battens @ 1200mm cts on rafters @ 900mm cts as per engineer's design

ALL TREADS, LANDINGS AND THE LIKE TO HAVE NON SLIP FINISH OR SUITABLE NON-SKID STRIP NEAR EDGE OF NOSING.

240

GARAGE

910 90 1000

1695

1990

100

2700

7590 240

3200 BULKHEAD ABOVE

900 x 2400 900 x 2400 900 x 2400 900 x 2250 900 x 2400 1800 x 2400 1800 x 2400 3200 x 3400 900 x 2400 900 x 2400 1800 x 2400 600 x 1500 600 x 1200 1640 x 2700 820 x 2400 3200 x 3400 720 x 2400

100

SIZE ( W x H )

W1 W2 W3 W4 W5 W6 W7 W8 W9 W 10 W 11 W 12 W 13 D1 D2 D3 D4

900

WD 07

1: 100 @ A3

PROPOSED UNIT DEVELOPMENT

FOR : AT :

AZI INVESTMENTS GROUP PTY. LTD.

45 FLORENCE ROAD SURREY HILLS. VIC 3127

SEPARATING WALL BETWEEN DWELLINGS. TIMBER STUD FRAMING TO EITHER SIDE OF 25MM BORAL 'PARTIWALL' FIRE-RATED PANELS TO CREATE TOTAL WALL THICKNESS OF 270MM. INSTALL BRADFORD 'FIRE SEAL' PARTY WALL BATT OR SIMILAR TO GAP BETWEEN TOP OF WALL. INSTALL 50MM ROCKWOOL ACOUSTIC BATTS TO TIMBER FRAMING TO ACHIEVE RW+CTR OF 50. INSTALL 2 LAYERS OF FIRE-RESISTANT PLASTERBOARD LINING,VERTICALLY WITHIN EAVES TO CREATE CONTINUOUS BARRIER WITH SEPARATING WALL. REVISIONS: DATE

DESCRIPTION

DATE:

7/10/2021

DO NOT PRODUCE UNLAWFULLY.

DRAWN:

M. Z / D. Y

DO NOT SCALE DRAWINGS.

SCALES:

AS SHOWN

USE FIGURED DIMENSIONS ONLY.

WD 14

"Journey" -

Architecture fictional narrative

Thank - you f o r Y

ime!