Mykel Hamer - Architectural Portfolio

MYKEL HAMER | PORTFOLIO

Mykel Hamer 0430 337 265 mykelhamer@gmail.com 2023

PAGE STEWART ARCHITECTS Current Role: Architect Building Typologies: Multi-Residential, Single Residential, Hospitality, Interiors, Workplace

2016-2021

Key Skills: - Drafting and documentation from sketch design through to construction - Knowledge of relevant planning regulations and requirements and key construction regulations and methodologies - Liaising with consultants and builders throughout project duration - Excellent Communication Skills, both written and verbal - Always enthusiastic about project opportunities and learning new skills / typologies - Reliable, honest and able to consistently meet deadlines 2021-2022

Key Skills: - Drafting and documentation from sketch design through to construction - Knowledge of relevant planning regulations and requirements and key construction regulations and methodologies - Liaising with consultants and builders throughout project duration - Leading projects from concept / feasibility through to construction services & defects - Experience working as lead consultant on VSBA projects and use of the iTWOcx platform - Excellent Communication Skills, both written and verbal - Public speaking and presentation skills; strong interpersonal skills - Mentoring of junior staff - Enthusiastic about project opportunities and learning new skills / typologies - Reliable, honest and able to consistently meet deadlines

GRÜN ECO DESIGN Role: Lead Draftsperson Building Typologies: Single Residential, Workplace Key Skills: - Drafting and documentation from sketch design through to construction with emphasis and focus on sustainability and passive house integration - Knowledge of relevant planning regulations and requirements and key construction regulations and methodologies, especially as these pertain to thermal and acoustic performance.

- Liaising with consultants and builders throughout project duration - Leading projects from concept / feasibility through to construction services & defects - Excellent Communication Skills, both written and verbal - Public speaking and presentation skills; strong interpersonal skills - Mentoring of junior staff - Always enthusiastic about project opportunities and learning new skills / typologies - Reliable, honest and able to consistently meet extremely limited budgetary scope and strict deadlines

EWERT LEAF ARCHITECTS Role: Architect Building Typologies: Multi-Residential, Single Residential, Mixed Use, Hospitality, Interiors, Education, Workplace

2020

ARBV REGISTRATION

2014-2016

MASTER OF ARCHITECTURE The University of Melbourne

2013-2014

H2o ARCHITECTS Student Experience

2010-2013

BACHELOR OF ENVIRONMENTS The University of Melbourne TECHNICAL SKILLS AutoCAD / Revit / Sketchup / Enscape / Photoshop / Illustrator / InDesign / Microsoft Office Suite

2022 CERTIFIED PASSIVE HOUSE DESIGNER ACCREDITATION Passivhaus Institut

REFEREES Katherine Stewart / Director: Page Stewart Hayley Page / Director: Page Stewart Simone Schenkel / Director: Grün Eco Design Janine Dias / Project Lead: Grün Eco Design Further work samples available upon request

0417 198 101 0433 880 907 0430 389 739 0434 031 772

KEY PROJECTS Page Stewart *Featured in Folio BREAKTHROUGH EDUCATION*

Ewert Leaf *Featured in Folio HOSPITALITY / COMMERCIAL FITOUT Design Development / Co-ordination / Construction Documentation

CARMAN’S HEADQUARTERS*

5 CLARINDA STREET*

RESIDENTIAL RENOVATION & EXTENSION Town Planning / Construction Documentation

YELLOW BRICK ROAD

WORKPLACE FITOUT Design Development / Co-ordination / Construction Documentation

1536-1542 MALVERN ROAD

MIXED USE / 35 APARTMENTS + BASEMENT Feasibility / Sketch Design / Town Planning

2 TOWNHOUSES Town Planning / Construction Documentation

124-126 BLACKBURN ROAD*

4 TOWNHOUSES Feasibility / Sketch Design / Town Planning / VCAT

28 CELIA STREET

TIME + PLACE CAFE

HOSPITALITY FITOUT Design Development / Co-ordination / Construction Documentation

64 BLACK STREET

10 APARTMENTS + BASEMENT Feasibility / Sketch Design / Town Planning / VCAT / Construction Documentation

NOVUM*

10 APARTMENTS + BASEMENT Feasibility / Sketch Design / Town Planning / VCAT / Construction Documentation

Grün Eco Design *Featured in Folio 38 ASTLEY STREET 181 WINGROVE STREET * 12 BAKER ROAD* 14 THIRD STREET CLENERGY OFFICE 17 MALCOLM STREET

RESIDENTIAL / HIGH PERFORMANCE HOUSE Sketch Design / Town Planning / Construction Documentation RESIDENTIAL / PASSIVE HOUSE Construction Documentation RESIDENTIAL / PASSIVE HOUSE Town Planning / Construction Documentation RESIDENTIAL / HIGH PERFORMANCE HOUSE Town Planning / Construction Documentation COMMERCIAL FITOUT Sketch Design / Town Planning / Construction Documentation

HOSPITALITY FITOUT Design Development / Sketch Design / Town Planning

510-512 HAMPTON STREET JAPARA ANGLESEA / ELOUERA / BALMORAL GROVE* ENTOURAGE VSBA MAINTENANCE PROJECTS

RESIDENTIAL / HIGH PERFORMANCE HOUSE Town Planning / Construction Documentation PARK ST DESIGN COMPETITION*

MIXED USE / 15 APARTMENTS + BASEMENT Feasibility / Sketch Design / Town Planning / VCAT AGED CARE RESIDENCES Design Development / Town Planning / Construction Documentation WORKPLACE Town Planning / Construction Documentation / Contract Administration 8x SCHOOL MAINTENANCE PROJECTS (Varying size / scope) Tender Documentation / Tender / Contract Administration WORKPLACE Sketch Design / Presentation

320

320

6MM ALUMINIUM SHROUD TO OPENING

6MM ALUMINIUM SHROUD TO OPENING

CONCEALED FIXING TO GLAZING SILICON FIXING

INTERIOR

EXTERIOR

INTERIOR

5 RENDERED EXTERNAL CLADDING 6mm ALUMINIUM SHROUD TO DOOR SURROUND

6

EXTERNAL

6

6

INTERIOR

JAMB

FIXED PANE GLAZING

FIXED PANE GLAZING

CONCEALED FIXING TO GLAZING -

CONCEALED FIXING TO GLAZING SILICON FIXING

AWNING (REFERSILICON DETAIL FIXING 5)

6

EXTERNAL

INTERIOR

-

AWNING (REFER DETAIL 5)

SPECIFIED POWDERCOAT FINISH TO DOORS AND JAMBS

JAMB

SPECIFIED POWDERCOAT FINISH TO DOORS AND JAMBS

5

-

RENDERED ARCHED PLASTERBOARD CEILING AND WALL TO FOLLOW SHROUD

ALUMINIUM FACES TO BOX OUT TO SUPPORT FABRIC AWNING; FRAMING TO SUIT

ALUMINIUM FACES TO BOX OUT TO SUPPORT FABRIC AWNING; FRAMING TO SUIT

DOOR PANEL

DOOR PANEL

CORRIDOR

CORRIDOR

JAMB

100

Ultimately, this project required integrating the client’s varied briefs for each space into a single cohesive unit, alongside working within the existing structures and tenancy requirements of The Glen’s management.

RENDERED EXTERNAL CLADDING

6MM ALUMINIUM SHROUD TO OPENING

RENDERED ARCHED PLASTERBOARD CEILING AND EXTERIOR WALL TO FOLLOW SHROUD

EXTERIOR EXTERIOR

6mm ALUMINIUM SHROUD TO DOOR SURROUND

220

FCL

220

220

FCL

6MM ALUMINIUM SHROUD TO OPENING

6

6

191 FCL

6

220

220 6

6MM ALUMINIUM SHROUD TO DOOR / WINDOW SURROUND

CONCEALED FIXING TO GLAZING EXTERIOR SILICON FIXING

EXTERIOR

191 FCL

6MM ALUMINIUM SHROUD TO DOOR / WINDOW SURROUND

320

320

191 FCL

220

191

6

320

320

FCL

6

While most of these sub-tenancies are intended to run during normal business hours, the commercial kitchen is designed for use by local communities attending citizenship ceremonies so that they can prepare and serve cuisine from their former homes and share them amongst their fellows.

320

320 6MM ALUMINIUM SHROUD TO OPENING 6

6

191

191

6MM ALUMINIUM SHROUD TO OPENING

594

594

30 INTERNAL

INTERNAL

SHROUD TO CONTINUE TO FFL

CRITICAL SKILLS - Documentation and coordination of project for construction - Documentation of and specific attention to all DDA and safety requirements for public spaces - Integration of client markups during construction to ensure timely completion

FFL

FFL

FFL

SHROUD TO CONTINUE TO FINISHED FLOOR LEVEL

FINISHED FLOOR LEVEL FFL

FFL

1

TYPICAL EXTERNAL SWING DOOR 1 TYPICAL - PLAN DETAIL EXTERNAL SWING DOOR - PLAN DETAIL

2

TYPICAL EXTERNAL SWING DOOR 2 TYPICAL - SECTIONAL EXTERNAL DETAILSWING DOOR - SECTIONAL DETAIL

3

SIGN TYPE 3 - SECTIONAL DETAIL 3 SIGN TYPE 3 - SECTIONAL DETAIL

4

ENTRY ARCH - SECTIONAL DETAIL 4 ENTRY ARCH - SECTIONAL DETAIL

A-100

SCALE 1:5

A-200

SCALE 1:20

A-200

SCALE 1:20

A-200

SCALE 1:20

A-100

SCALE 1:5

A-200

SCALE 1:20

A-200

SCALE 1:20

A-200

SCALE 1:20

320 191

220

FCL

6

6MM ALUMINIUM SHROUD TO DOOR / WINDOW SURROUND CONCEALED FIXING TO GLAZING SILICON FIXING

EXTERIOR

INTERIOR

5 -

RENDERED EXTERNAL CLADDING

FIXED PANE GLAZING

100

6mm ALUMINIUM SHROUD TO DOOR SURROUND

6

CONCEALED FIXING TO GLAZING SILICON FIXING

AWNING (REFER DETAIL 5)

6

EXTERNAL

ALUMINIUM FACES TO BOX OUT TO SUPPORT FABRIC AWNING; FRAMING TO SUIT DOOR PANEL

FIXED PANE GLAZING

CONCEALED FIXING TO 40 GLAZING SILICON FIXING

CONCEALED FIXING TO GLAZING SILICON FIXING

30

FIXED PANE GLAZING

JAMB

JAMB

SPECIFIED POWDERCOAT FINISH TO DOORS AND JAMBS

CONCEALED LED STRIP LIGHT

CONCEALED LED STRIP LIGHT 873

INTERNAL

EXTERIOR

EXTERIOR

15

100

TYPICAL EXTERNAL SWING DOOR - PLAN DETAIL

2

TYPICAL EXTERNAL SWING DOOR - SECTIONAL DETAIL

SCALE 1:5

A-200

SCALE 1:20

300

ALUMINIUM FACES BOXED OUT TO SUPPORT FABRIC AWNING; FRAMING TO SUIT

400

ALUMINIUM FACES BOXED OUT TO SUPPORT FABRIC AWNING; FRAMING TO SUIT

Render: Page Stewart

20

10MMØ STEEL ROD BETWEEN CORNERS OF FRAMES TO SUPPORT FABRIC AWNINGS

20

10MMØ STEEL ROD BETWEEN CORNERS OF FRAMES TO SUPPORT FABRIC AWNINGS

24°

16X16MM RHS FRAME. POWDERCOAT FINISH FABRIC OVER WITH 100MM TURNDOWN. REFER ELEVATIONS FOR EDGING DETAIL 24°

16X16MM RHS FRAME. POWDERCOAT FINISH

1 A-100

INTERIOR

400

300

INTERIOR

FABRIC OVER WITH 100MM TURNDOWN. REFER ELEVATIONS FOR EDGING DETAIL

FFL

20

40

20

873

100

100

FIXINGS TO TO FRAMING OF SOLID WINDOW SECTION

FIXINGS TO TO FRAMING OF SOLID WINDOW SECTION

CONCEALED LED STRIP LIGHT

CONCEALED LED STRIP LIGHT

15

100

PAGE. STEWART

FIXED PANE GLAZING

BAR / CAFE - 3D VIEW

CONCEALED LED STRIP LIGHT

5

TYPICAL DOOR / WINDOW - CONCEALED 5 TYPICALLIGHTING DOOR / WINDOW & AWNING - CONCEALED DETAIL - SECTION LIGHTING & AWNING DETAIL - SECTION

-

SCALE 1:5

REV / DRAWING DATE IS PROTECTED BY FEDERAL DESCRIPTION REV © THIS DOCUMENT / DRAWING IS PROTECTED BY FEDERAL© THIS DOCUMENT 22.06.2023 ISSUEOR FOR CONSTRUCTION 1 COPYRIGHT LAW COPYING IN ANY SHAPE OR FORM, IN WHOLE COPYRIGHT OR IN LAW 1COPYING IN ANY SHAPE FORM, IN WHOLE OR IN PART, WITHOUT THE WRITTEN AUTHORISATION OF PAGE STEWART PART, WITHOUT Pty. THE WRITTEN AUTHORISATION OF PAGE STEWART Pty. Ltd. IS STRICTLY PROHIBITED. Ltd. IS STRICTLY PROHIBITED.

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DATE

CHECKED DESCRIPTION

EXTERIOR

CHECKED

PROJECT

CONSTRUCTION DRAWINGS CONSTRUCTION DRAWINGS

PROJECT DRAWING TITLE

DRAWING TITLE

DETAILS BREAKTHROUGH EDUCATION BREAKTHROUGH EDUCATION

DETAILS

INTERIOR

SCALE:

AS NOTED

PAGE:

A1

TENANCY 1-005 TENANCY 1-005 DRAWN: MH LEVEL 1, THE GLEN SHOPPING CENTRE,LEVEL 1, THE GLEN SHOPPING CENTRE, DRAWING ISSUE GLEN WAVERLEY VIC 3150 GLEN WAVERLEY VIC 3150 400

3.

DESCRIPTION CHECKED REV HP

300

2.

CHECKED DESCRIPTION REV DATE DATE 22.06.2023 ISSUE FOR CONSTRUCTION HP

DO NOT SCALE, USE FIGURED DIMENSIONS ONLY. ALL1.

DO NOT SCALE, USE FIGURED DIMENSIONS ONLY. ALL DIMENSIONS ARE TO BE CONFIRMED ON SITE PRIOR TO DIMENSIONS ARE TO BE CONFIRMED ON SITE PRIOR TO COMMENCEMENT OR FABRICATION OF ANY WORK. COMMENCEMENT OR FABRICATION OF ANY WORK. ANY DIMENSIONAL DISCREPANCY TO BE BROUGHT TO2.THE ANY DIMENSIONAL DISCREPANCY TO BE BROUGHT TO THE ATTENTION OF PAGE STEWART IN WRITING. ATTENTION OF PAGE STEWART IN WRITING. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH 3. THE ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE CURRENT BUILDING CODE OF AUSTRALIA AND ANY RELEVANT CURRENT BUILDING CODE OF AUSTRALIA AND ANY RELEVANT AUSTRALIAN STANDARD, AND ALSO ANY LOCAL AUTHORITYAUSTRALIAN STANDARD, AND ALSO ANY LOCAL AUTHORITY BY-LAW'S. BY-LAW'S.

CONSTRUCTION

16X16MM RHS FRAME. POWDERCOAT FINISH FABRIC OVER WITH 100MM TURNDOWN. REFER ELEVATIONS FOR EDGING DETAIL

15

24°

10MMØ STEEL ROD BETWEEN CORNERS OF FRAMES TO SUPPORT FABRIC AWNINGS

SCALE:

100

FIXINGS TO TO FRAMING OF SOLID WINDOW SECTION CONCEALED LED STRIP LIGHT

Render: Page Stewart

AS NOTED

PAGE: A1 ALUMINIUM FACES DRAWN: MH BOXED OUT TO SUPPORT FABRIC DRAWING ISSUE AWNING; FRAMING TO SUIT

20

1.

CONCEALED FIXING TO GLAZING SILICON FIXING

40

SCALE 1:5

20

-

873

100

CONSTRUCTION Lightweight partitions and detailing to existing tenancy

Render: Page Stewart

100

2023 Interior Documentation Construction Documentation

The primary space is a conference centre designed primarily for use in local citizenship ceremonies, as the local council has no such space of their own available. Adjacent to this are multiple sub-tenancies including a playroom, an ice dessert tenancy, a bubble tea venue and a commercial kitchen.

JAMB

Page Stewart Commercial / Hospitality Fitout Ongoing

PROFILE Breakthrough education is a fitout to a tenancy at The Glen shopping centre, intended to cater to multiple user types and needs.

30

Breakthrough Education

5

TYPICAL DOOR / WINDOW - CONCEALED LIGHTING & AWNING DETAIL - SECTION

-

SCALE 1:5

DATE:

MAY 2023

DATE:

PROJECT NO:

DRAWING No

MAY 2023

PROJECT NO:

REV

CONSTRUCTION A-350.1

DRAWING No

REV

A-350.1

ELEVATION

240

STRIP DRAIN WITH STONE INSET

200

A

VENEER FINISH TO ALL DRAWER FRONTS AND RECESSES

10

SELECTED FINISH TO ALL CONCEALED PANELS / INTERNAL JOINERY

FFL

B

12

INTEGRATED BASIN SECTION 150

250

FCL

12

PF

14

PF

GL 10

GL 10

GL 10

FCL

GL 10

MT 10

ADJ

ADJ

ADJ

ADJ

ADJ

ADJ

ADJ

ADJ

ADJ

ADJ

ADJ

ADJ

METAL FLAT BAR TO MIRROR DOOR SURROUND

ADJ

ADJ

14

PF

13

ST

11 TO NICHE

400 NICHE

GL 10

MIRRORED CABINET DOORS

.81 36

55

VENEER FINISH TO ALL DRAWER FRONTS AND RECESSES

.80

32

33

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.07

E

inv .

240

e av

HW

12

.16

32

36

FFL

25

34.43s

HW DWR

36.15h

25

100

90 630

HW

JF

Concrete Footpath

1.7m High Render & Iron Pickets

e .94 38

150

150 Ri

dg

10

12

FINGER PULL

240

W

STONE TOP WITH MITRED EDGE

JF

35.87h

JF

SELECTED FINISH TO ALL CONCEALED PANELS / INTERNAL JOINERY 36.15h

10

.07

HW 36.21

10

ST

DWR

200

36 UG .82 36

WT1

r ete

sM

.91

Path

11

32

FF

.31

NEW BIR

DW

(POCKET DOORS)

MASTER

10

FF

UG

10

HW

of 35

.6

32

.39

8049

32 .67

. inv

2

32 .5

2

33

32

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32 .8

Brick Driveway

33 .10

.95

.86

32

33

.27

2155

1975

32

.35 35

.94 Carport

.47

125

1.5m High Render & Iron Pickets

32 .17

.07

33

32

9

.04

33 .2

Wall

32

.09 33

A300

.31 32

32

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125

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Brick Driveway

35

32

32

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Covered Pool Area

Pool

32

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900

.45

3420 6365

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90

32

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p 125 To

1.9m High Paling Fence

35

3435 KITCHEN

250

.20

.25 33 90

3715

.11

90

33

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1645

270°32' .99

.25

36.88

32 .97

Pool Pump

.24

33

33

Fence

35

33

33 .01

33

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32 .74

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33

33

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3

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33

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33 2 3.0

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33

3

.30

33

33

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WT2

33

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33 .21

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1 A300

.89

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.28

Pool Fence

DP

NEW SKYLIGHT

33 WT2 .20

11 FFL 33.79

NEW SKYLIGHT

.17

FF

.16

33

2

2 1

12

FFL 33.49

OUTDOOR SHOWER

W 02

33

.26 33 .42

.60

33

NEW GLAZING

Drain

FF

WT1

36 .29 33

.31

33

ENSUITE D03

WIR NEW SKYLIGHT

Invert

D02

W 01

D07

W 03

WT2

WT1

OVEN / MW STACK

.45

UG

FRIDGE

.23

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DP

DINING

W 04

Gravel Surface

Paling

Bluestone

FF

180°00'

BEDROOM 3

22.96

66

FP

FP

6.

BULKHEAD ABOVE

PULL OUT PANTRY

37

KITCHEN

.02

32

.90

NEW SKYLIGHT

NEW BIR

EXISTING FIREPLACE

.30

High

.74

.07 33

33

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32

32 .62 inKerb v.

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FULL HT STORAGE

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TO ROOM PERIMETRE

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PANTRY

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D09

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TV UNIT

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TV UNIT

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FF

FF

FF

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DRAWN: MH

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D06

D05

FF

PAGE:

DRAWING ISSUE

240

BEDROOM 2

STUDY

12

BEDROOM 1

1:20

FOR CONSTRUCTION

FP

BATH FF

NEW BIR

POWDER

5 CLARINDA STREET CAULFIELD SOUTH, VIC 3162

.84

INTERNAL PLANS & ELEVATIONS 32 SCALE:

33

LINEN

WT1 840

.36 33

Paved Path

WALL MOUNTED BED

WT1

BROOMS FULL HT VAC STORAGE

.36 33

22.96

.17DRAWING TITLE

33

CLARINDA STREET RESIDENCE

NEW BIR

12

CONSTRUCTION DRAWING

PROJECT

KS/HP

BOOKCASE

33 .52

.37 33

33

1410 POWDER/BIR

0°00' 3275 700

CHECKEDFence Paling

O/HEAD CUPBOARDS & DRYING RACKS

LAUNDRY

D01

33

1.8m High Paling Fence +0.5m High Lattice

High

D04

33

2

.9 32 Concrete Crossover

Concrete Driveway

INTEGRATED BASIN SECTION

W 08

.49

.36

2.1m

WT1

UNDER BENCH WM/DRY

ROOF LADDER

90

Shed

DP

W 07

FULL HT STORAGE

DATE DESCRIPTION 25.05.2023 PRELIMINARY ISSUE

.38

33

B

.39

2.

3 D V I E W - M A I N B AT H

DO NOT SCALE, USE FIGURED DIMENSIONS ONLY. ALL DIMENSIONS ARE TO BE CONFIRMED ON SITE PRIOR TO COMMENCEMENT OR FABRICATION OF ANY WORK. ANY DIMENSIONAL DISCREPANCY TO BE BROUGHT TO THE ATTENTION OF PAGE STEWART IN WRITING. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE CURRENT BUILDING CODE OF AUSTRALIA AND ANY RELEVANT AUSTRALIAN STANDARD, AND ALSO ANY LOCAL AUTHORITY BY-LAW'S.

FF

.39

2070

2410 STORAGE

REV A

33

33 .35

Cubbyhouse

1720 BATH

90°32' 36.88

WT1

.63 33

1.

90

ELEVATION 90

© THIS DOCUMENT / DRAWING IS PROTECTED BY FEDERAL COPYRIGHT

Deck

90 LAUNDRY

1620 90

860 LINEN 90 900 90

50

B

inv

200

10

36.21

UG

830

25 150

TL

DWRHW

ST

INTEGRATED STONE BASIN WITH STRIP DRAIN

UG

1105

Fence

33

Pool

300

250 25 100

700

830

SELECTED FINISH TO ALL VISIBLE SURFACES. INCLUDING SIDE PANELS, DOOR FRONTS, FINGER PULLS & SKIRTING

DWR

BOOKCASE

Paling

90 90 90 310 610 910 1450 90 POWDER 1020 3715 TV UNIT

90

LAW COPYING IN ANY SHAPE OR FORM, IN WHOLE OR IN PART, WITHOUT THE WRITTEN AUTHORISATION OF PAGE STEWART P/L IS STRICTLY PROHIBITED.

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600

Private Open Space

FFL

12

.41

High

2

6835

.47 35

EQ3 EQ3

EQ1 CL EQ1

.5 33

35

ve

Ea

JF

AC 10

2m

UG

CRITICAL SKILLS - Documentation and council liaison throughout planning process - Documentation and coordination of project for construction completion - Specification and detail drawings for all fixtures and joinery in preparation for fabrication

e

CL

D

HW

Ground Floor Not Visible

The client also requested custom joinery throughout, which required careful attention in detailing all junctions and fixtures to achieve the desired outcome with the selected materials.

Ri dg

CL

3.

Despite the modest size of the proposed extension, care had to be taken in design and material selection to adhere to council’s strict neighbourhood character requirements and obtain a planning permit.

.28

38

11

STONE BASIN

10

SELECTED STONE FINISH TO BENCH TOP AND FACES

330

ST

AC 29 AC 29

To p

10 WALL FINISH 0-200mm FFL

410 BASIN

11

500

PAGE. STEWART

HD

TL

AC 29 AC 29

ST

Render:2Page Stewart FLOOR PLAN - BATHROOM

HW

.19

.31

inv

.

32

32

CONSTRUCTION Lightweight extension to existing structure

PROFILE 5 Clarinda Street is a renovation and extension to an existing dwelling in Caulfield South, composed of a reconfiguration of the existing interior spaces as well as the design and implementation of all new joinery, along with a small extension to provide a walk-in robe and ensuite to the master bedroom.

Windows Not Visible Approximate Locations Only

2023 Town Planning Interior Documentation Construction Documentation

10 TO FLOOR

AC 13

275

550

23

PF

p

Page Stewart Residential Renovation & Extension Ongoing

TL

AC 13 PF

STRIP DRAIN WITH STONE INSET

CL

RN 10 WALL FINISH 200mm FFL-FCL

To

5 Clarinda Street

365

B

HD

16

ADJ

FINGER PULL Tile Roof

HD

15

PF

1400 WALL RECESS

PF

AC 12

275

(Not Visible)

Private Open Space

440

880

440

AC 13

CL

MIRROR FINISH TO RECESSED CABINET

.54

30

AC 13

39

230

12

20

GL

1130

CL

450

900

450

PF

EQ2

350 BASIN

20

EQ2

20

20

FLOOR PLAN - POWDER ROOM

FFL

25

1083

JF

DWR JF

12

FINGER PULL

240

10

JF

DWR 630

330 25

830

1

TL

12

SELECTED FINISH TO ALL VISIBLE SURFACES. INCLUDING SIDE PANELS, DOOR FRONTS, FINGER PULLS & SKIRTING

DWR

EQ5

410 BASIN

200

EQ5

JF

DWR

830

150

2

RN 10 WALL FINISH 200mm FFL-FCL

AC 11

Private Open

© THIS DOCUMENT / DRAWING IS PROTECTED BY FEDERAL COPYRIGHT LAW COPYING IN ANY SHAPE OR FORM, IN WHOLE OR IN PART, WITHOUT THE WRITTEN AUTHORISATION OF PAGE STEWART P/L IS STRICTLY PROHIBITED. 1.

2.

3.

E: hello@pagestewart.com ABN: 13 638 275 439

DO NOT SCALE, USE FIGURED DIMENSIONS ONLY. ALL DIMENSIONS ARE TO BE CONFIRMED ON SITE PRIOR TO COMMENCEMENT OR FABRICATION OF ANY WORK. ANY DIMENSIONAL DISCREPANCY TO BE BROUGHT TO THE ATTENTION OF PAGE STEWART IN WRITING. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE CURRENT BUILDING CODE OF AUSTRALIA AND ANY RELEVANT AUSTRALIAN STANDARD, AND ALSO ANY LOCAL AUTHORITY BY-LAW'S.

REV A

DATE DESCRIPTION 25.05.2023 PRELIMINARY ISSUE

CHECKED KS/HP

PROJECT

CLARINDA STREET RESIDENCE 5 CLARINDA STREET CAULFIELD SOUTH, VIC 3162

The 20/20 House

PROFILE The 20/20 House is the newly built family home for the Director of Grün Eco Design; while construction of the project was underway before my integration with the team at Grün, my role was that of primary liaison for the builders as construction was completed.

Grün Eco Design Residential Completed 2022 2021-2022 Interior Documentation Construction Documentation

This involved responding to and resolving several time-critical builder RFIs to ensure construction wasn’t delayed, largely revolving around adaptations to details to ensure Passive House compliance, as well as some last minute redesigns due to council’s contradictory advice regarding our capacity to build over an existing obsolete easement.

Photograph: Grün Eco Design

While overseeing work on my own employer’s house was uniquely daunting, this project also offered valuable insight into the requirements and strategies needed in order to achieve the high performance standards necessary in a Passive House Project.

35 mm timber battens and cavity service with insulation in the perimeter of doors and windows

DJ1 deck joist. Refer to engineer plans Solitex extasana vapour permeable weathertight membrane deck bearer. Refer to engineer plans 250

180

300

10 mm plasterboard interior finish 18 mm timber finish for stairs (same as flooring)

180

alfresco area flooring finished with wood slats

TM-01

180 180

300

flashing fixed to the carpentry. Color to match with the window

01 CRITICAL SKILLS RL 111900 - 00Documentation and coordination of project for construction completion 2445 2445 - Documentation and consultant liaison through planning amendment process - Liaison with builder during construction to resolve details and unexpected Stair 1 - Living / Dining up to terrace 1 : 20 issues - Integration of client / director’s markups during construction to ensure timely 300 300 RL 111900 completion TM-01

165 mm insulation Sip panel for walls 300

180

TM-01

Blue Sky sliding door triple glazed. Refer to window schedule

340

wood section pine to fix the carpentry

295

02

Photograph: Grün Eco Design

20 mm timber floor interior finish pavement

32 mm mdf board stair substructure

150

CONSTRUCTION SIPs (Structural Insulated Panels) Passive House

310

29mm Lysaght Trimdek metal cladding fixed to vertical 35 mm battens

20 mm plywood subfloor layer

flashing to match with the cladding color

100 mm concrete slab. Refer to engineer plans

Timer post. Refer to engineer plans

XPS insulation under the slab. Refer to insulation notes

black builders plastic blacks medium weight polyethylene 200 micron

sand layer EB1 foundation. Refer to engineer plans

RL 111540

S1

rigid XPS insulation. Refer to insulation notes

1 Unit

STAIR 1 - Living / Dining up to terrace (outdoor decking)

PF01. Refer to engineer plans

- Going 300 x 180 mm riser x 2695 mm width.

- Final finish in timber 20 mm wide (same as flooring).

- Structure of stair in 10 mm mdf timber board.

soil, natural ground

Detail Stair 1

1 : 20

1 : 10

405

Stair 1 - Section

S2

1 Unit

02

STAIR 2 - Entry up to Kitchen / Living Room

RL 111170

TL-02

00

- Going 250 x 185 mm riser x 1190 mm width.

- Final finish in timber 20 mm wide (same as flooring).

- Sub-structure of stair in 10 mm mdf timber board.

- Structure - concrete slab

17

16

15

14

13

12

11

10

09

08

07

06

05

04

03

02

1 : 20

50

1080

Stair 2 - Entry up to Kitchen

Photograph: Grün Eco Design

Stair 3 - Kitchen up to Bedrooms 1 : 20

TM-01

250

01

900

01

900

TM-01

stair construction: 1. step sizes (other than for spiral stairs) to be: -risers (R) 190mm maximum and 115mm minimum -going (G) 355mm maximum and 240mm minimum -2R + 1G = 700mm maximum and 550mm minimum -with less than 125mm gap between open treads 2. all treads, landings and the like to have non slip finish or suitable non-skid strip near edge of nosing.

3. provide balustrades where change in level exceeds 1000mm above the surface beneath landings, ramps and/or treads. balustrades (other than tensioned wire balustrades) to be: -1000mm min. above finished surface level of balconies, landings or the like, and -865mm min. above finished surface level of stair nosing or ramp, and -vertical with less than 125mm gap between, and -any horizontal element within the balustrade between 150mm and 760mm above the floor must not facilitate climbing where changes in level exceeds 4000mm above the surface beneath landings, ramps and/or treads. wire balustrade construction to comply with BCA2015 Volume 2 Part 3.9.2.3 for Class 1 and 10 Buildings and BCA2015 Volume 1 Part D2.16 for other Classes of Buildings.

Photograph: Grün Eco Design

painted KDHW timber to top of balustrade wall with P50 10mm shadow line

rev: E H N O P Q R W Y

for engi plan rev issued issued issue fo skylight constru updated wall typ

21mm longline steel cladding

One of the unique features of this project is that one townhouse was to be Passive House certified, whereas the neighbouring one was only intended to aim for high performance without the extra steps and costs necessary for certification. This lead to several unique and often complex junction details being required, as well as a high level of attention to detail in order to correctly demarcate and maintain both construction standards.

35mm timber battens

wt-11

110mm facebrick wall

40mm cavity

90mm timber studwork

thermal insulation. refer to insulation notes 35mm timber battens

10mm thick flush standard plasterboard lining.

wt-12

wt-9

Solitex extasana vapour permeable weathertight membrane

Another unusual feature of this project was that the client herself was the structural engineer - while this meant that all drawings were subject to greater scrutiny than on a more typical project, it was also an excellent opportunity to 1 Detail 7 directly collaborate with all parties seamlessly to ensure the optimal outcome, and was fantastic opportunity to develop my own knowledge in this area.

WD110 1 : 10

B

C

wt-9b

garage

wt-13b

10mm thick flush standard plasterboard lining.

CRITICAL SKILLS - Documentation and coordination of project for construction - Documentation and client / consultant liaison through planning amendment process - Liaison with builder during construction to resolve details and unexpected issues - Integration of client / builder markups during construction to ensure timely completion

35mm timber battens

90mm timber studwork

140mm timber studwork

Standard timber door

20mm weatherboard cladding

35mm timber battens

thermal insulation. refer to insulation notes

wt-4

10mm thick flush standard plasterboard lining.

Intello plus Intello airtightness plus airtightness smart membrane smart membrane

laundry laundry

Intello plus airtightness SFL 33.910 SFL 33.910 smart membrane

Concrete Concrete slab to slab to engineer's engineer's details details

proclima contega IQ window strip & spray foam

insulation cavity around window frame

75mm XPS 75mm insulation XPS insulation under under slab. refer slab. to refer insulation to insulation notes notes living 50mm packing 50mm packing sand bed sand bed

double glazed tilt & turn blue sky window. refer to window schedule

50mm XPS 50mm insulation XPS insulation

Gravel Gravel layer layer

2

ca

Selected Selected floor finish floor finish

Solitex extasana vapour permeable weathertight membrane

Reinforced Reinforced concrete concrete foundation foundation to engineer's to engineer's detail detail

Detail 10

WD110 1 : 10 BlindingBlinding concrete concrete as required as required

1

B double glazed tilt & turn blue sky window. refer to window schedule

C

2

C

living Solitex Solitex extasana extasana vapour vapour permeable permeable weathertight weathertight membrane membrane dp

140mm timber studwork

40mm vertical 40mm vertical timber cavity timber cavity

wt-4 Solitex extasana vapour permeable weathertight membrane

weep hole weep hole install mesh installtomesh screen to screen all weepallholes weep holes flashingflashing & vapour & vapour permeable permeable membrane. membrane.

DPC should DPC be should be visible and visible be and placed placed wt-4be 75mm wt-4 75mm above finished above finished surfaces surfaces or or paving. paving.

Take DPC Take upDPC 150mm up 150mm min. and min. attachd and attachd to bottom to bottom plate plate

35mm timber battens 9mm villaboard lining wt-11

1 classification as Class: site refer to soil report No. by:

climate zone for thermal design / thermal performance asse 2 110mm facebrick wall

design gust wind speed / wind classificati

Solitex extasana vapour permeable weathertight membrane 40mm cavity 140mm timber studwork

Building tie-downs to be provided in accordance with AS168 assumed design gust wind speed / wind classification of 45 (subject to confirmation on site by Relevant Building Survey inspection) refer to AS1684 for construction requirements.

3

authorities/consultants: municipality:

City of Darebin

sewerage authority:

Yarra Valley Water

relevant building surveyor: double brick wall below

Nilsson Noel and Holmes (s

columm/post to consulting structural engineer: engineer's detail

Robert Bird Group

Homeguard Homeguard termite termite barrier barrier and vapour and vapour barrier barrier membrane membrane

4

4 Detail Detail 3 3

1 : 10 1 : 10 WD302 WD302

10mm plasterboard 10mm plasterboard interior interior finish finish 90mm timber 90mm studwork timber studwork Solitex Solitex extasana extasana vapour vapour permeable permeable weathertight weathertight membrane membrane

rev: rev: description: description: A preliminary A preliminary working drawings working drawings

thermal performance assessor: F2 Design B preliminary B preliminary working drawings working drawings 140mm timber studwork Continuous Continuous taperedtapered packer packer engineer: timber battens fall towards fall towards roof 40mm roof verticalgeotechnical 110mm facebrick wall

Landscape Design:

ParapetParapet flashingflashing to match to wall match color wall color 35mm vertical timber battens

FCH

39350

21mm custom ORB Accent steel cladding 21mm custom ORB Accent steel cladding

Gas authority:

C D

preliminary C preliminary working drawings working drawings preliminary D preliminary working drawings working drawings

E preliminary E preliminary working drawings working drawings Melbourne Geotechnics F preliminary F preliminary working drawings working drawings G H J K

preliminary G preliminary working drawings working drawings preliminary H preliminary working drawings working drawings

client J markups client&markups revised engineering & revised engin Zenith Concepts Landscape revision K forrevision buildingforsurveyor building surveyor

APA group

6

Comunications authorities:

Jemena

First Floor

steel column to engineer's detail 10mm vertical 10mm vertical timber battens timber battens

37050

Solitexbattens extasana vapour 35mm horizontal timber 35mm horizontal timber battens permeable weathertight

planning permit ground floor ceiling

Solitex Solitex extasana extasana vapour vapour membrane permeable permeable weathertight weathertight membrane membrane

application number:36650 intello plus airtightness 140mm140mm timber studwork timber studwork smart membrane dated:

D/367/2020 20/10/2020

20mm min air gap between FCH FCH timber frame and fire barrier

3960039600

25mm shaft liner panel in HStuds atroof 600mm FlashingFlashing to match colour to roof match colourmax centres

energy efficiency notes: energy rating report Ground Floor FFL refer to report number: 33950 conducted by: date of report:

90mm timber studwork

NatHERS Certific F2 Design 16.06.2022

timber roof rafter engineer's detail detail timber rooftorafter to engineer's

10mm plasterboard ceiling ceiling 10mm plasterboard one side of the foil to another. Particular care must be taken fixed tofixed 35 x to 4535 ceiling x 45 battens ceiling battens

E2

90mm timber 90mm studwork timber studwork

3

3

2700

XPS insulation XPS insulation to external to external face of face edgeofbeam. edge Refer beam.toRefer to insulation insulation notes notes

2700 - fch

WD110 1 : 10

rev: description: J client markups & revised engineering K revision for building surveyor

penetrations through the foil and joins are effectively sealed 1. All materials and work practices shall comply with, but not limited to the Building Regulations 2018, the National Construction Code Series 2019 10mm thick flush standard referred to therein. These specifications specify only the Building Code of Australia Vol 2 and all relevant current Australian standards (as amended) To maintain the effectiveness of bulk insulation builder mus lining. (9mm minimum standard of work for the demolition works on residential projects plasterboard and alltoworkmanship and precautions shall be towt-12 bestwt-12 trade practice.

10mm thick flush standard 10mm thick flush standard - insulation fits in snugly against all framing members and th villaboard wet areas) plasterboard lining. lining.

20mm E min air of gapStructures. between 2. Precautions must be taken before and during demolition with AS 2601-2001: used to fill these gaps.

H G in accordance F E2 E1The Demolition D C B A plasterboard 140mm timber studwork timber frame and fire barrier dining insulation cavity around Intellosupervision plus airtightness of the Demolisher or of an experienced foreman and 3. During the progress of the demolition the works shall be under the continuous - bulk insulation is not compressed. Note: It is important tha window frame smart membrane 140mm140mm timber studwork timber studwork client: 6 6 6 35mm timber battens demolition shall be executed storey by storey commencing at the roof and working wt-12 insulation provided in a wall frame matches the width of the folded aluminium window folded aluminium windowdownwards. shroud shroud 10mm thick flush standard p d top &been bottom stud, tacked tacked top & bottom to stud,to Astridnear Kandiah 10mm 10mm flush thick standard flush standard 4. thick The demolition must not be commenced until the precautionary measures have inspected and approved by the Relevant Building Surveyor. plasterboard lining. (9mm - Insulation placed lamps, luminaires and associated tr thermal insulation. refer wt-5 projection, powdercoat 300mm300mm projection, powdercoat finish finish plasterboard plasterboard lining. lining. villaboard to wet areas) 20mm weatherboard cladding to insulation notes 5. The Demolisher shall construct a temporary crossing placed over the footpath as required by the Council. installed in accordance with the electrical safety alert, instal 90mm timber studwork Intello plus Intello airtightness plus airtightness double glazed sky fixed window. during the hours that the Relevant Building Surveyor glazed blue skyblue fixed window.

6. membrane No of any external wall onwt-4 or within 3.00m of a street alignmentdouble may be pulled down except electrical equipment and accessories, published by Energy kitchen smart smartpart membrane 90mm timber studwork title: to window refer torefer window schedule.

10mm thick flush standard Solitex extasana vapour permeable 25mm shaft liner panel in H40mm cavityschedule. directs. plasterboard lining. (9mm - Insulation must comply with AS/NZS 4859.1 weathertight membrane Studs at 600mm max centres 35 x 70mm 35 x vertical 70mm vertical IQ proclima contegacontega IQ Details villaboard to wet areas) thermaltimber insulation. refer to insulation notes 20mm weatherboard 7. battens Protective outriggers, fences, awnings, hoarding,cladding barricades and the likeproclima must be installed where necessary to guard against danger to life or property Seals are to be provided to chimneys and flues, roof lights a 110mm facebrick wall timber battens wt-12 window strip &foam spray foam window strip & spray wt-7 wt-7 0.48bmt0.48bmt colorbond lysaght lysaght customcustom orb rooforb roof colorbond ens ens intello plus airtightness Sealing or when required by the Relevant Building tile can be achieved by providing close fitting inter 7 tile90mm timber studwork 35mm timberSurveyor. battens sheeting to all also roofing in colour - grey' sheeting to all roofing in'shale colourgrey' 'shale smart membrane insulation cavity around insulation cavity around flashing and trims intrims matching colour. colour.

Installed flashing and incaulking, matching Installed architraves and corn 8. Dust creating Selected Selected floor finish floor finish material, unless thoroughly dampened down shall not be thrown or dropped from the building but shall be lowered by hoisting apparatus floor junctions or byinstructions skirtings, thermal insulation. refer windowwindow frame frame solitex extasana vapour permeable to manufacturer's instructions over battens to manufacturer's over battens Solitex extasana vapour FCH 290 chute.

35mm timber battens toat insulation notes or removed by material chutes. Allweathertight chutes membrane shall be completely enclosed and a danger sign shall be the end of290 every permeable weathertight any ductwork penetrating walls/floors/ceilings must be seale l'dry void void discharge wt-7 39350 Concrete slab to slab engineer's to lining engineer's 10mm Concrete thick flush plasterboard membrane First Floorcollapse wc 9. All practicable precautions shall wt-4c be taken to avoid danger from of a vertical building 35mm timberwhen battens any part of a framed or partly framed building is removed.

35mm vertical timber battens andSolitex thermally insulated with insulation to achieve the require details details Solitex mento 3000 roofing membrane mento 3000 roofing membrane 8 Intello plus airtightness 10mm vertical timber Proposed Townhouses withjoints taped joints using proto have weatherseals fitted, in sarkingsarking with taped pro smart membrane 10. Demolished material shall not be allowed to remain on any 37050 floor or 35mm structure if timber the weight of the material battens exceeds the safe carrying capacity of the all external doors &using windows horizontal 35mm horizontal battens timber battens overlap to ensure no clima tescon extora tape clima tescon extora tape Ground Ground Floor FFL Floor FFL timber rafter to engineer's details wt-2 floor or structure and such material shall not be so piled or stacked that it will endanger workmen or other persons and shall be removed as soon as mechanically heated/cooled rooms. thermal insulation. refer SFL 33.910 R2 R1 break in fire rated 10m vertical timber battens 10m vertical timber battens SFL 33.910 21mm custom ORB 181 Wingrove st, Fairfield wt-2 wt-2 wt-6 33950 33950 to insulation notes materials Accent steel cladding practicable from the site. new and external 21mm custom 21mm custom ORB ORB 45 windows x 35mm timber battens 45 x roof 35mm roof timber battens doors need to be sealed airt B2 VIC 3078 Accent steel cladding Accent steel cladding 11. No wall, chimney or other structure or part of a structure shall be left unattended or unsupported in such a condition that it R1 may R1 collapse due to wind or gaps and cracks around First Floor doors, windows and service penetr 3.0° 4.0° 90mm studwork timber studwork 90mm timber 75mm XPS 75mm insulation XPS insulation under slab. under slab. become dangerous. vibration or otherwise new exhaust fans to be self closing, fitted with "Draftstoppa 37050 refer torefer to insulation notes notes drawn: scale: 12. insulation Before demolition is commenced and also duringground the progress all electrical of Firstout Floor First Floor vented ofdate: the roof (NOT into the roof cavity).

10mm works thick 10mm flush thick standard flush standard cable or apparatus which are liable to be a source floor ceilingof such 13 90 15 15 12/02/2020 JC 1 : 10 50mm packing 50mm packing sandother bed sand than bed on 35mm onlining 35mm bulkhead above joinery danger cable or apparatus used for the demolition worksplasterboard shallplasterboard belining disconnected. ground floorthe ceiling 3.12.5.5 requires lamp 37050 3 wt-15a 10mm 37050 directional timber roof battens 10mm directional timber roof power battens density or illumination pow 36650 timber battens vertical vertical timber battens 50mm XPS 50mm insulation XPS insulation page#: project#: revision#: 10mm plasterboard fixed to13.

35 x Arrangements 45 engineer's details shall be made withlintel thetoRelevant Electrical Supply Authority for the disconnection of electrical mains supply except that where partial 36650 exceed: R3 R3 6m battens suspended ceilingGravel Gravel timber beam timberand beam joists and joists WD402 20_181 L layer layer demolition is proposed, the licensed Electrical Contractor shall satisfy the Relevant Electrical Supply Authority that the portion of the building to be shed - inthermal a class 1 insulation. building, 5W/m² insulation.

Refer toRefer insulation notes notes thermal to insulation to engineer's to engineer's detail detail 20mm weatherboard cladding client: 6m 6 Detail3 15 3 Detail 14 Reinforced Reinforced concrete concrete PF1 demolished has been isolated.

L45 - on a verandah or balcony attached to class 1,4 W/m² WORKING DRAWINGS shed B B Intello plus Intello airtightness plus airtightness steel beam to engineer's foundation details foundation Solitex Solitex extasana extasana vapour vapour permeable permeable to engineer's to engineer's detail detail 1 : 10 35mm timber battens sitting Astrid Kandiah WD110 WD110 1 : 10 P.O.S living 14. The Demolisher shall be responsible for the disconnection of all telecommunication supplies. P.O.S smart membrane smart membrane - inweathertight a class 10 building, membrane weathertight membrane 3W/m² Soil, natural natural ground ground 15. Soil, The Demolisher shall be responsible to cut and seal any storm water, sewer pipes, water services, gas services and the like. refer to glazing notes on WD06 and lighting plan on WD10 ceilingsceilings to comply to comply with with groundground floor ceiling floor ceiling T2 T1 title: 50 50 16. Blinding The position capped sewer anddouble storm water drains, sealed-off water supply lines, gas Blinding concrete concrete as required as of required requiremts per supply lines and the like are to be clearly marked on the site. acousticacoustic requiremts as per as 155A CANTERBURY ROAD HEATHMONT 3135 glazed blue sky 36650 36650 acoustic engineer's report. engineer's report.or 0430 389 FFL 739 / www.gruenecodesign.com.au 200 200 Ground Floor sliding door. refer tobe window Proposed Sections 17. Any septic tank(s) on the demolition site shall emptied and filledacoustic with clean sand removed entirely and any soak wells, leach drains or similar NGL 33.718 2 xof layers of fire 16mm fire 2 x layers 16mm schedule 50mm XPS 50mm XPS 33950 apparatus shall be removed or filled with clean sand. rated plasterboard rated plasterboard 10mm plasterboard 10mm plasterboard ceiling fixed ceiling tofixed 35 x to 4535 x 45 18. Any swimming pools, ponds or the like either on the demolition site toornglon the neighboring allotments where affected by the demolition works shall bewt-13b wt-13b ceiling battens ceiling battens new paving adequately fenced and made safe EB1 so as to comply of any demolition works.

EB1with ‘AS 1926 Swimming Pool Safety’ Parts 1 & 2 prior to commencement EB1 IB1 EB1 living living garage garage 10mm thick 10mm flush thick standard flush standard plasterboard plasterboard 8 placed 8 Detail Detail 4 street, 4 road or right of way and be in any before commencing where required shall lining onlining 35mm timber battens on vertical 35mm vertical timber battens E1 E1 E2 E2 19. Materials removed or displaced from the building shall notWD302 Proposed Townho 1 : 10 1 : 10 be kept sprayed with water so as to prevent any nuisance fromWD302 dust.

181 Wingrove st, F 20. Materials removed or displaced from the building being demolished or materials left standing shall not be burned on the demolition site.

5 5 VIC 3078 21. Removal of buildings by road must be approved by Relevant Councils Traffic Engineer.

26 Detail 26 1000 22. A site management plan is to be implemented during demolition works to control sediment run-off in accordance with EPA Victoria publication #275: WD303 1 : 10 40 40 date: drawn: sca kitchen kitchen dining dining Construction Techniques for Sediment Pollution Control. Provide 'propex' or equivalent silt fences to the low side of the allotment and around all soil 920 tf tf tf tf 10mm plasterboard 10mm plasterboard interior interior finish finish 12/02/2020 Author 1: 3 Section 7 stockpiles and storm water inlet pits / sumps and install 'silt stop' filter bags over all storm Thermal Thermal insulation. insulation.

Refer Refer water entry pits during demolition works. 'Supergro' or page#: project#: to insulation to insulation notes notes CD100 1 : 50 T1 T1 wt-5 wt-5 T2 T2 equivalent erosionrefer control be placed over garden beds to prevent surface erosion during revegitation period. torefer insulation tofabric insulation set outto set plan out plan 140mm140mm timber timber studwork 17 studwork WD303 20_181 sections and sections for location for location intello plus intello airtightness plus airtightness smart membrane 23. It is the builder’s and responsibility to carry out an audit prior to the commencement of smart anymembrane works to determine if asbestos is present in the existing works. of internal of internal insulation. insulation.

R2.5 GW R2.5 GW living living garage garage wt-13b wt-13b WORKING DRAW Wall Batts Wall Batts is found in the proposed works area during Where any asbestos product initial inspection 35mm vertical 35mm vertical timber battens timber battens to ortoduring the course of the demolition works the builder shall 16 250

Detail 13

= Class H2 = 210611 = Melbourne Geotechnics

Reflective foil must be used in conjunction with an air space

E1

2860

3

01.12.2022

site classification

climate zone

2 Detail Detail 2 2

35mm timber battens

2700 - fch

15mm EPS 15mm insulation EPS insulation to to externalexternal face of face edgeofbeam edge beam ledge. ledge.

client markups & revised engineering revision for building surveyor revision for building permit

date: 22.01.2021 08.02.2021 24.05.2021

181 Wingrove st, Fairfield 06.07.2021 22.07.2021 PS 521022K 05.08.2021 26.04.2022 Lot 1 on TP 548087Q 07.11.2022

90mm timber studwork

tf

2

J K L

400

20mm weatherboard cladding

brick veneer brick veneer wall tieswall ties

21mm longline steel cladding

ca

(NCC 2019 BCA Vol 2): Section 6general notes for demolition works – residential 1 : 10 1 : 10 ens WD302 WD302

CD100 1 : 50

110mm110mm facebrick facebrick wall wall

35mm timber battens

tile

tf

1 Detail Detail 1 1

1 : 10 1 : 10 WD301 WD301

rev: description: B preliminary working drawings C preliminary working drawings D preliminary working drawings

boundary

CONSTRUCTION SIPs (Structural Insulated Panels) Passive House High Performance Townhouse

3200

2021-2022 Construction Documentation

wt-10

address: E preliminary working drawings F preliminary working drawings plan of subdivision: G preliminary working drawings

All materials and work practices shall comply with, but not limited to the Building Regulations 2018, National Construction Code Series 2019 Building Code of Australia picket fence dulux 1 Vol 2 and all relevant current Australian Standards (as amended) referred to therein. wt-11 'monument' colour 2.

Unless otherwise specified, the term BCA shall refer to National Construction Code Series 2019 Building Code of Australia Volume 2. wt-7a 3.

All materials and construction practice shall meet the Performance Requirements of theproclima BCA.contega Where IQ a performance solution is proposed then, prior to Standard solid core window strip & spray foam implementation or installation, it first must be assessed and approved by the Relevant Building Surveyor as meeting the Performance Requirements of the timber door. double glazed blue sky BCA. glazed tilt & turn window. refer to4. window Glazing, including safety glazing, shall be installed to a size,type and thickness so as to double comply with: blue sky window. refer schedule window schedule - BCA Part 3.6 for Class 1 and 10 Buildings within a design wind speed of not more thantoN3; and 110mm facebrick wall - BCA2Vol 1 Part B1.4 for Class 2 and 9 Buildings.

40mm cavity wt-7a 5.

Waterproofing of wet areas, being bathrooms, showers, shower rooms, laundries, sanitary compartments and the like shall be provided in accordance with AS 110mm facebrick wall thermal insulation. refer 3740-2010: Waterproofing of Domestic Wet Areas. to insulation notes 40mm cavity 6.

These Drawings shall be read in conjunction with any House Energy Rating (HERS) report and shall be constructed in accordance with the stamped plans 1 endorsed by thevapour accredited Thermal Performance Assessor without alteration.

Solitex extasana thermal insulation. refer sitting weathertight 7.standardSteppermeable sizes (other than for spiral stairs) to be: 10mm thick flush to insulation notes membrane wt-7a plasterboard lining.

- Risers (R) 190mm maximum and 115mm minimum 10mm thick flush standard proclima contega IQ window 90mm timber studwork - Going (G) 355mm maximum and 240mm minimum plasterboard lining. strip & spray foam - 2R +1G = 700mm maximum and 550mm minimum 35mm timber battens - with 3 less than 125mm gap between open treads. sitting 2 8.

All treads, landings and the like to have slip resistance classification of P3 or R10 for dry90mm surface conditions and P4 or R11 for wet surface conditions, or a timber studwork wt-7a nosing strip with classification of P3 for dry surface conditions and P4 for wet surface conditions.

Solitex extasana vapour double glazed blue a skyslip-resistance door. permeable weathertight refer to door schedule.

10mm thick (other flush standard 9.

Provide barriers where change in level exceeds 1000mm above the surface beneath landings, ramps and/or treads. Barriers than tensioned wire membrane plasterboard lining. barriers) to be: wt-7a insuation cavity around door - 1000mm min. above finished surface level of balconies, landings or the like,and frame - 865mm min. above finished surface level of stair nosing or ramp, and - vertical with less than 125mm gap between, and - any horizontal element within the barrier between 150mm and 760mm above the floor must not facilitate climbing where changes in level exceeds 4000mm above the surface beneath landings, ramps, and/or treads.

7 construction 9 Volume Detail 8 to comply with NCC 2019 BCA Part 3.9.2.3 for Class 1 and 10 Buildings and NCC 2019 BCA Detail1 Part 9 D2.16 for other Wire barrier 1 : 10 WD110 1 : 10 ClassesWD110 of Buildings.

10. Top of hand rails to be minimum 865mm vertically above stair nosing and floor surface of ramps.

11. Window sizes nominated are nominal only. Actual size may vary according to manufacturer. Windows to be flashed all around.

12. Where the building (excludes a detached Class 10) is located in a termite prone area the building is to be provided with a termite management system.

13. Concrete stumps: E1 E2 - up to 1400mm long to be 100mm x 100mm (1 No. H.D. Wire) 8 to be 100mm x 100mm (27 No. H.D. Wires) 6 - 1401mm to 1800mm long D to be 125mm x 125mm (2 No. H.D. Wires) - 1801mm to 3000mm long 14. 100mm x 100mm stumps exceeding 1200mm above ground level to be braced where no perimeter base brickwork provided. double glazed fixed blue R2sky window. refer to 15 . Buildings in marine or other exposure environments shall have masonry units, mortar and all built in components and the like complying with the durability window schedule insulation cavity around requirements of Table 4.1 of AS4773.1-2015 ‘Masonry in small buildings’ Part 1: Design Solitex Solitex mento 3000 mentoroofing 3000 roofing membrane membrane window frame double glazed blue glazed skyblue door. refer door. torefer door to door contega IQto the Relevant 16. double All stormwater totosky be taken to the legal point proclima of discharge approval. sarkingsarking with Authorities taped withjoints tapedusing joints pro using clima pro clima schedule. schedule. setdownsetdown to ensure ensure flush threshold flush threshold 7 7 window strip & spray foam tescon tescon extora extora tape consultants' drawings/details and with any other written instructions issued doorfor sill.door XPSsill. insulation XPS insulation to suit setdown to setdown E E 17. for These drawings shall besuitread in conjunction with all relevant structural and tape all other and ensure and ensure continuous continuous thermalthermal envelope envelope 0.48bmt 0.48bmt colorbond colorbond lysaght lysaght custom custom orb rooforb roof in the course of the contract.

Solitex extasana vapour 10mm thick flush standard sheeting sheeting to all roofing to all roofing in colour in 'shale colour grey' 'shale grey' permeable weathertight plasterboard lining.

18. proclima Site proclima plan measurements metres measurements in millimeters unless contega contega IQ window IQ window strip & spray stripin &foam spray foam – all other flashingflashing and trims andintrims matching innoted matching colour.otherwise. colour.

InstalledInstalled membrane wt-4 to manufacturer's instructions instructions over battens over battens 35mm timber battens 19. Figured dimensions take precedence over scaled dimensions. to manufacturer's 20mm weatherboard 300 & vapour & vapour permeable permeable membrane. membrane.

DPC DPC 20. flashing The flashing Builder shall take all steps necessary tocladding ensure general water tightness of 26 all new and/or existing structures during all works. bed2 bath the stability and bed1 45 x 35mm 45 x roof 35mm timber roof battens timber battens should be should visible be and visible be and placed be 75mm placed above 75mm above colums spec TBC WD404 surfaces surfaces or and paving. orSubcontractors paving.

Take DPC Take upDPC up shall check 140mm 21. finished The finished Builder and verify all dimensions, setbacks, levels and specifications and all other relevant documentation prior to the timber studwork PR1 thermal insulation. refer 150mm150mm FJ1 min. and min. attachd and attachd to bottom to bottom plate plate 10mm 10mm directional directional timber roof timber battens roof battens commencement of any works. Report all discrepancies to this office for clarification. to insulation notes insulation cavity around R1 R1 RL 37.293 1 if 22 . Installation of all services shall comply with the respective supply authority requirements. It is the Builder's responsibility to relocate any assets on site window frame Ground Ground Floor FFL Floor FFL PC thermalthermal insulation. insulation.

Refer toRefer insulation to insulation notes notes 6 required double glazed blue sky 3395033950 wt-4b timber roof rafter engineer's detail timber rooftopipes rafter to engineer's sliding all door.stormwater refer to Intello plus airtightness 23. The Builder and Subcontractor shall ensure that drains, sewer and thedetail like are located at a sufficient distance from any buildings'wt-15a footing FFL 33.810 FFL 33.810 window schedule smart membrane thermal insulation. to and/or slab edge beams so as to prevent general moisture penetration, dampness, weakening and refer undermining of any building and its footing system.

Intello plus Intello airtightness plus airtightness PF1 insulation notes proclima contega IQ the Client Gruen Eco Design ('The Designer’) for the purpose expressly notified to the Designer.

24. These plans have been prepared for the exclusive use by ofmembrane smart smart membrane window strip & spray foam living 75mm 75mm insulation XPS insulation to to dining living Any XPS other person who uses or relies on these plans without the Designer’s written consent does so at their own risk and no wt-5 responsibility is accepted wt-2b wt-2b by the 10mm plasterboard 10mm plasterboard ceiling ceiling externalexternal face of face edgeofbeam. edge beam. livingfixed tofixed ST1 Designer such use and/or reliance. dining 35 x to 4535 ceiling x 45 battens ceiling battens Refer toRefer insulation to for insulation notes notes 25. A building Permit is required prior to the commencement of these works. The release of these documents is conditional to the Owner obtaining the 1 1 B B E E required Building Permit. termite termite barrier and barrier and 26. Homeguard The Homeguard Client and/or the Client's Builder shall not modify or amend the plans without the knowledge and consent of Gruen Eco Design except where a Registered vapour vapour barrier membrane barrier membrane 4 Detail 11 8 that Detail 12 Building Surveyor makes minor necessary changes to facilitate the Building Permit application and such changes are promptly reported back to WD110 1 : 10 WD110 1 : 10 R1 R1 Gruen Eco Design. new paving to ngl Soil, natural Soil, natural ground ground 1B1 1B1 27. EB1 The approval by this office of a substitute material, work practice, variation or the like is not an authorisation for its use or a contract variation. All variations EB1 must be accepted by all parties to the agreement and where applicable the Relevant Building Surveyor prior to implementing any variation.

2300

90mm timber studwork

site information

1.

boundary

D

9mm villaboard lining

general construction notes (NCC 2019 BCA Vol 2):

(E B1 )

Grün Eco Design Residential Completed 2023

PROFILE 181 Wingrove Street is a set of two townhouses - one built for the client and her family, and the neighbouring built for her elderly parents.

(E B1 )

181 Wingrove Street

LEVEL 2 RL: 5.53

LEVEL 2 RL: 5.38

2985

2832

CAPPING EDGE DETAIL IN ANODISED FINISH TO EFS2 DANPALON

RL: 2.55 LEVEL 1

EFS2

FRAMING AS PER STRUCTURAL ENGINEER'S PACKAGE

FRAMING AS PER STRUCTURAL ENGINEER'S PACKAGE

2550

1800

2700

900

2000 NOM.

2550 LEVEL 0 RL: 0.00

2928

FEN1

RL: 2.55 LEVEL 1

LEVEL 0 RL: 0.00 SELECTED CAPRAL WINDOW SUITE WITH POWDERCOATED AS PER SCHEDULE. EXT.

01

CONSERVATORY SOUTH ELEVATION

02

PROFILE Carman’s Head Office was an extensive refurbishment to an existing factory in Huntingdale to reimagine the space as a workplace devoted to customer and employee wellbeing.

CON EXT.

BACKING RODS AND SUITABLE SEALANT ON BOTH SIDES. ALIGN.

TIMBER COLUMN REFER TO STUTURAL ENGINEERS DETAILS.

ALIGN.

DANPAL FACADE SYSTEM INSTALLED AS PER MANUFACTURERS SPECIFICATIONS.

the design andand documentation for this in in A small smallteam teamworked workedonon the design documentation for project, this project, close liaison with the Carmen’s CEO in order to realise her vision for for aa suitable suitable workplace. The existing structure often created unique and unforeseen issues which required thoughtful and careful resolution so as not to impede the overall design.

(Photographs: Multitude)

ALIGN.

EXT.

INT.

SELECTED CAPRAL DOOR SUITE WITH POWDERCOATED AS PER SCHEDULE.

SELECTED CAPRAL DOOR HARDWARE AS PER SCHEDULE.

EXT.

EQ. A AND ON B

INT.

Photograph: Multitude

CRITICAL SKILLS - Documentation and consultant liaison through planning process - Documentation and coordination of project for construction - Regular client meetings resulting in significant changes requiring rapid turnaround - Liaison with builder during construction to to resolve resolve details details and and unexpected unexpected issues

01

PLAN DETAIL THROUGH DOOR & WINDOW JAMB

-

DANPAL ROOFIN

FLASING MANUFA SPECIFI

TIMBER HEADER

LEVEL 2 RL: 5.38

EXT.

LEVEL 2 RL: 5.53

INT.

CAPPING EDGE DETAIL IN ANODISED FINISH TO EFS2 DANPALON

EFS2

LEVEL 0 RL: 0.00

3765 NOM.

RL: 2.55 LEVEL 1

W:G.05 02 - F1

FRAMING AS PER STRUCTURAL ENGINEER'S PACKAGE

3765 NOM.

2550

W: G.05 01 - F2

2000 NOM.

EFS4

FRAMING AS PER STRUCTURAL ENGINEER'S PACKAGE

DANPAL FACADE SYSTEM INSTALLED AS PER MANUFACTURERS SPECIFICATIONS.

FEN1

BI-FOLD DOORS

RL: 2.55 LEVEL 1

2985

2832

BACKING RODS AND SUITABLE SEALANT ON BOTH SIDES.

2550

Carman’s Head Office Hospitality Ewert2018 Leaf Completed Hospitality Completed 2018 2017-2018 Interior Documentation 2017-2018 Construction Documentation Interior Documentation Construction Documentation CONSTRUCTION CONSTRUCTION Fitout & Refurbishment Fitout & Refurbishment

INT.

SELECTED CAPRAL DOOR SUITE WITH POWDERCOATED AS PER SCHEDULE. LEVEL 0

RL: 0.00

EXT.

INT.

FLOOR LINING TO INTERIOR DESIGNER SPECIFICATION.

7702 EXTENT OF NEW GLAZING. ALUMINUM FRAMED, DOUBLE GLAZED UNIT

03

CONSERVATORY NORTH ELEVATION

05

SECTION DETAIL

-

THROUGH TYP. DOOR

04

© THIS DOCUMENT / DRAWING IS PROTECTED BY FEDERAL COPYRIGHT LAW COPYING IN ANY SHAPE OR FORM, IN WHOLE OR IN PART, WITHOUT THE WRITTEN AUTHORISATION OF EWERT LEAF Pty. Ltd. IS STRICTLY PROHIBITED. 1.

2.

3.

T: +61(3) 9686 2100

© THIS DOCUMENT / DRAWING IS PROTECTED BY FEDERAL COPYRIGHT LAW COPYING IN ANY SHAPE OR FORM, IN WHOLE OR IN PART, WITHOUT THE WRITTEN AUTHORISATION OF EWERT LEAF Pty. Ltd. IS STRICTLY PROHIBITED. 1.

2.

3.

T: +61(3) 9686 2100

E: architects@ewertleaf.com.au

A.C.N: 141027241

Photograph: Multitude

DO NOT SCALE, USE FIGURED DIMENSIONS ONLY. ALL DIMENSIONS ARE TO BE CONFIRMED ON SITE PRIOR TO COMMENCEMENT OR FABRICATION OF ANY WORK. ANY DIMENSIONAL DISCREPANCY TO BE BROUGHT TO THE ATTENTION OF EWERT LEAF IN WRITING. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE CURRENT BUILDING CODE OF AUSTRALIA AND ANY RELEVANT AUSTRALIAN STANDARD, AND ALSO ANY LOCAL AUTHORITY BY-LAW'S.

REV A B C D 1 2 3 4

DATE 30.06.2017 19.07.2017 01.08.2017 13.09.2017 20.09.2017 05.10.2017 17.10.2017 09.04.2017

DESCRIPTION ISSUE FOR PRICING ISSUE FOR PRICING - ADDENDUM ISSUE FOR PRICING - ADDENDUM ISSUE FOR CONSTRUCTION ISSUE FOR CONSTRUCTION - ADDENDUM ISSUE FOR CONSTRUCTION - ADDENDUM ISSUE FOR CONSTRUCTION - ADDENDUM ISSUE FOR CONSTRUCTION - ADDENDUM

Photograph: Multitude

E: architects@ewertleaf.com.au

CHECKED SM SM SM SM SM SM SM SM

REV

A.C.N: 141027241

DATE

REV A B

CON

DATE 25.07.2017 ISSUE FOR PRICIN 13.09.2017 ISSUE FOR CONS

DO NOT SCALE, USE FIGURED DIMENSIONS ONLY. ALL DIMENSIONS ARE TO BE CONFIRMED ON SITE PRIOR TO COMMENCEMENT OR FABRICATION OF ANY WORK. ANY DIMENSIONAL DISCREPANCY TO BE BROUGHT TO THE ATTENTION OF EWERT LEAF IN WRITING. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE CURRENT BUILDING CODE OF AUSTRALIA AND ANY RELEVANT AUSTRALIAN STANDARD, AND ALSO ANY LOCAL AUTHORITY BY-LAW'S.

DESCRIPTION

CHECKED

124-126 BLACKBURN ROAD SUBJECT SITE

2W 2W

2W

No 18 EUSTACE STREET SINGLE STOREY BRICK DWELLING

VE EA

HEI

W

PALINGS

2W

RB

PALS

KE

THIS PORTION OF FENCING MAY BE SUBJECT TO COMMON LAW RIGHTS.

.82

89

7)

PALS

TE

WARNING:

(0.0

PALINGS

RE

W

NC CO

S

2W

W

VERANDA

93

.74

92

RECENT

ATH

CK

W

.73

OTP

93

OF

GRASSED AREA

RO

.70

95.81

CYCLONE MESH (±1.6mH)

.76

A-023

.15

98

FO

2W W

89°06'

THIS PORTION OF FENCING MAY BE SUBJECT TO COMMON LAW RIGHTS.

.11

A

T

GH

HEI

GE

RID

ETE CR

BRICK SHED

B A-023

CK

.34

95

89

N CO

(0.09)

GE

RID

.80

89

BA

C A-023

DENSE TREES AND SHRUBS

BRICK SHED

WARNING:

B A-400

89

2W

D

A-023

T GH

2W

E A-024

VERY DENSE TREES AND SHRUBS

BRICK SHED

.65

89

.70

2W

PALINGS

PALINGS

T GH

HEI

No 122 BLACKBURN ROAD TWO STOREY RENDERED BRICK DWELLING *APPROXIMATE POSITION OF HOUSE DUE TO LIMITED ACCESS

LINE OF SECOND STOREY

*UNABLE TO LOACTE GROUND FLOOR WINDOWS DUE TO LIMITED ACCESS

89

90

(±1.6mH)

PALINGS

.99

A

TR

PIT

LS

TE

(0.06)

REMAINS OF MESH IN CREEPER (±1.3mH)

(±2.2mH)

KB

AC

BL

RECENT

(±1mH)

.96

N

UR

89

POOL BELOW

RO

.05

CK

BA

AD

90

FALL FALL

OF

TE

RE

NC CO

H

FALL

FALL

FALL

FALL

.08

90

FALL

90

A-402

30.39

F A-401

C

A-400

.27

.24

'

.48

FALL

43

9°

34

1.5Kw PV SYSTEM (6x PANELS)

E

RB

G A-401

10155

A-401

SKY LIGHT

ATH

D A-400

KE

OTP

FO

.14

POOL BELOW

TE

FALL

RE

FALL

NC

FALL

CO

POOL BELOW FALL

13 90

90

SKY LIGHT

CRITICAL SKILLS CRITICAL SKILLS - Documentation and client/consultant liaison through planning process - Documentation and client/consultant liaison through planning process - Regular client meetings resulting in significant scope changes or - Regular client meetings resulting in significant scope changes or explorations of new design avenues explorations of new design avenues - Thoughtful and considered approach to working with the local context and - Thoughtful and considered approach to working with the local context and SUBJECT SITE - 124-126 BLACKBURN ROAD with a heavily vegetated site with a heavily vegetated site 1.5Kw PV SYSTEM (6x PANELS)

1.5Kw PV SYSTEM (6x PANELS)

1.5Kw PV SYSTEM (6x PANELS)

(±0.50mH)

1.5Kw PV SYSTEM (6x PANELS)

F A-500

MESH

F

A-500

IRREGULAR

A

PALINGS

(±1.6mH

PALINGS )

E

119.13 269°07'

(±1.6mH)

RECENT

PALINGS

(±2mH)

A-023

A-023

GS (±2m H)

2W

OF LINE EY STOR

No 1B WINDERMERE COURT

2 STOREY BRICK DWELLING

W W

W

No 1 WINDERMERE COURT SINGLE STOREY BRICK DWELLING

W

W

W

2W

W

W

W

GE RID OF 5 .1 99

RO

2ND

W

W

W

No 3 WINDERMERE COURT

PALIN

W

W W

DECKING

W

ED

LAWN AND SHRUBS

)

PAVED AREA

THIS PORTION OF FENCING MAY BE SUBJECT TO COMMON LAW RIGHTS.

DENSE TREES AND SHRUBS

H)

H)

PALINGS W

SINGLE STOREY RENDERED

T GH HEI 5 .9 98

W

W

W GE

RID

A-023

(±1.9m

(±1.9m

ALL

ED

DER REN OF .35 97 TO P

W

No 7 WINDERMERE COURT

A-023

PALINGS

PALINGS

W

LAWN AND TREES

RECENT PALINGS ON SLEEPER RETAINING WALL (±3mH)

WARNING:

A

(±1.9mH

RECENT

RECENT

.9mH) S (±1 PALING

SHED

A-400

B

POOL

LAWN

LAWN

(±1.3mH)

EVERGREEN SHRUBS AND TREES

PALINGS

RECENT

SHED

C

CAPP

PAVED AREA

A

PALINGS (±1.6mH)

CAPPED

A-024

G.I.

LOW MESH

NOT FENCED

REMAINS OF TI-TREE FENCE

D

4.04

RECENT

(±1.6mH)

9)

PALINGS

No 1A WINDERMERE COURT SINGLE STOREY BRICK DWELLING

SPLIT LEVEL RENDERED

BRICK DWELLING

BRICK DWELLING W

W T

GE

RID

No 5 WINDERMERE COURT

HEI

GH

1.37

10

SINGLE STOREY RENDERED

BRICK DWELLING

© THIS DOCUMENT / DRAWING IS PROTECTED BY FEDERAL COPYRIGHT LAW COPYING IN ANY SHAPE OR FORM, IN WHOLE OR IN PART, WITHOUT THE WRITTEN AUTHORISATION OF EWERT LEAF Pty. Ltd. IS STRICTLY PROHIBITED. 1.

2.

3.

T: +61(3) 9686 2100

E: architects@ewertleaf.com.au

A.C.N: 141027241

DO NOT SCALE, USE FIGURED DIMENSIONS ONLY. ALL DIMENSIONS ARE TO BE CONFIRMED ON SITE PRIOR TO COMMENCEMENT OR FABRICATION OF ANY WORK. ANY DIMENSIONAL DISCREPANCY TO BE BROUGHT TO THE ATTENTION OF EWERT LEAF IN WRITING. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE CURRENT BUILDING CODE OF AUSTRALIA AND ANY RELEVANT AUSTRALIAN STANDARD, AND ALSO ANY LOCAL AUTHORITY BY-LAW'S.

Render: Ewert Leaf

REV A

DATE DESCRIPTION 17.12.2018 ISSUE FOR TOWN PLANNING

CHECKED CT

REV

DATE

DESCRIPTION

PIT

(0.0

RECENT

TR LS TE .38 90

W

I worked on this project from feasibility and through town planning process, I worked on this project from feasibility and through thethe town planning process, and this project consistently presented unique issues to resolve.

The site itself and this project consistently presented unique issues to resolve. The site itself very large densely populated with foliage, presenting persistent waswas very large andand densely populated with foliage, presenting aa persistent point of contention between the client, council and objectors.

The townhouses point of contention between the client, council and objectors. The townhouses intended client partner were quite extravagantin insize sizeand and intended for for thethe client andand hishis partner were quite extravagant desired facilities; these included features such extensive basement areas desired facilities; these included features such asas extensive basement areas intended for displaying vehicles, indoor pools and dedicated space for a live-in intended for displaying vehicles, indoor pools and dedicated space for a live-in nanny. nanny.

(Renders: Ewert Leaf)

T GH HEI 5 .4 99

.37

Lightweight CONSTRUCTION 2 Storey + Basement Lightweight 2 Storey + Basement

VE

EA

*APPROXIMATE POSITION OF HOUSE DUE TO LIMITED ACCESS

97

Feasibility Sketch2019-2020 Design Feasibility Town Planning Sketch Design VCAT Town Planning VCAT CONSTRUCTION

PROFILE PROFILE Blackburn Road was a proposed high-enddevelopment developmentofoffour fourtownhouses townhouses Blackburn Road was a proposed high-end in Blackburn.

Two of the proposed townhouses were to be inhabited in Blackburn. Two of the proposed townhouses were to be inhabitedby bythe the client and his business partner as family homes, and the remainder were client and his business partner as family homes, and the remainder were toto bebe designed as rental properties. designed as rental properties.

(0.20)

Blackburn Road BLACKBURN ROAD 4 Townhouses Ewert Leaf 4 Townhouses 2019-2020

CHECKED

TOWN PLANNING DRAWINGS

PROJECT DRAWING TITLE

124-126 BLACKBURN ROAD 124-126 BLACKBURN ROAD BLACKBURN VIC 3130

PROPOSED ROOF PLAN SCALE:

1:100

PAGE:

A0

DATE:

1867

DRAWING ISSUE

DRAWING No

TOWN PLANNING

AUGUST 2018

PROJECT NO:

DRAWN: MH

REV

TP-102.A

NOVUM EDGAR STREET Multi-Residential Ewert Leaf Ongoing Multi-Residential Completed 2019 -2022 2021 Feasibility 2019-2021 Town Planning Feasibility VCAT Town Planning Construction Documentation VCAT Construction Documentation CONSTRUCTION PT &CONSTRUCTION Precast Concrete PT Precast Concrete 3 Storey +& Basement Car Park 3 Storey & Basement Car Park

PROFILE Edgar Street is a multi-residential development in Glen Iris for a new client Ewert Leaf.

Leaf. I I have worked on this project fromfrom feasibility andand through an to Ewert worked on this project feasibility through extended towntown planning process, and assisted completing thecompleting majority of the an extended planning process, and I am currently construction documentation documentationininpreparation preparationfor forworks construction to begin after I to begin later this year. had left Ewert Leaf.

The required retention of several existing trees and council’s concerns The required retention of several existing flooding trees and council’s concerns regarding problems with runoff and potential of such a flat site led to regarding problemsdesign with runoff and that potential flooding ofand such a flat site led to several significant changes unexpectedly radically affected several significant design thatbefore unexpectedly andcould radically affected the building envelope and changes presentation advertising commence; the building envelope presentation before advertising could commence; this was followed by aand VCAT hearing and a conditional permit.

I documented thismajority was followed a VCAT hearing a conditional permit.

I documented the of thisby process during the and planning and VCAT stages, and am part thea majority of this process during thethe planning and VCAT stages, and was part of small team currently completing construction documentation. of a small team the construction documentation.

(Renders: Ewertcompleting Leaf)

© THIS DOCUMENT / DRAWING IS PROTECTED BY FEDERAL COPYRIGHT LAW COPYING IN ANY SHAPE OR FORM, IN WHOLE OR IN PART, WITHOUT THE WRITTEN AUTHORISATION OF EWERT LEAF Pty. Ltd. IS STRICTLY PROHIBITED. 1.

2.

3.

CRITICAL SKILLS SKILLS -CRITICAL Documentation and consultant liaison through planning and VCAT - Documentation and coordination consultant liaison through and VCAT of project for planning construction - Documentation and coordination of project for construction

T: +61(3) 9686 2100

E: architects@ewertleaf.com.au

A.C.N: 141027241

DO NOT SCALE, USE FIGURED DIMENSIONS ONLY. ALL DIMENSIONS ARE TO BE CONFIRMED ON SITE PRIOR TO COMMENCEMENT OR FABRICATION OF ANY WORK. ANY DIMENSIONAL DISCREPANCY TO BE BROUGHT TO THE ATTENTION OF EWERT LEAF IN WRITING. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE CURRENT BUILDING CODE OF AUSTRALIA AND ANY RELEVANT AUSTRALIAN STANDARD, AND ALSO ANY LOCAL AUTHORITY BY-LAW'S.

REV A B C

CHECKED CT CT CT

DATE DESCRIPTION 07.08.2019 ISSUE FOR TOWN PLANNING 24.01.2020 ISSUE FOR S57A AMMENDMENT 24.04.2020 ISSUE FOR SECOND S57A AMMENDMENT

REV

DATE

DESCRIPTION

CHECKED

TOWN PLANNING DRAWINGS

PROJECT DRAWING TITLE

EDGAR STREET DEVELOPMENT 48 EDGAR STREET GLEN IRIS VIC 3146

P R I VA T E CO U R T Y A R D P R I V A TE CO U R T Y A R D

D IN IN G W IR

DESIGN RESPONSE 2 - RENDER SCALE:

NTS

DATE:

PAGE:

A1

PROJECT NO:

P R I VA T E CODRAWN: U R T YAKLR D

JUNE 2019

19042

DRAWING ISSUE

DRAWING No

TOWN PLANNING

REV

TP-021.C

K IT C H EN M AST E R BE D

L I VI N G

E N SU IT E BE D 1

M AST E R BE D

D IN IN G

L I VI N G

K IT C H E N

APT G . 0 2 P R I VA T E CO U R T Y A R D

BE D 2

B AT H

W IR

W IR

D IN IN G K IT C H EN

B AT H

L I VI N G

LDR Y E N SU IT E

LDR Y

APT G . 0 1

D IN IN G

APT G . 0 3

L O BB Y

L I VI N G

LDR Y

B AT H

S E R V I CE S P R I VA T E CO U R T Y A R D

BE D 3

W IR

APT G . 0 4

L I FT

E N SU IT E

ST A IR

W IR B AT H

M AST E R BE D BE D 3

BE D 2 E N SU IT E

K IT C H E N

M AST E R BE D

P R I VA T E CO U R T Y A R D

BE D 2

P R I VA T E CO U R T Y A R D

GROUND LEVEL DISCLAIMER: This plan was prepared prior to construction of the project and is indicative only. Design changes, council approval and field survey may cause the floor area and design of the apartments to differ from those shown on the plan. The location of fixtures and fittings is subject to change without notice. Furniture is indicative only and is not included in the purchase price.

LEGEND PT OV FR DW BAR BIR FP C LDRY

PANTRY OVEN TOWER INTEGRATED FRIDGE DISHWASHER BAR BUILT IN ROBE FIREPLACE CUPBOARD LAUNDRY

17. NEW RECEPTION DESK, LOUNGE & ENTRY

VIEW 2

VIEW 1

JAPARA CLUSTER B Aged Care Residence Refurbishment Ewert Leaf / Extension Works Aged Care Residence Ongoing Refurbishment 2019 - 2021 2019-2021 Design Development Design Development Interior Documentation Interior Documentation Town Planning Town Planning Construction Documentation Construction Documentation CONSTRUCTION Fitout Fitout & Refurbishment

PROFILE Japara Cluster B is an extensive refurbishment and limited extensions to three existing aged care facilities in the Surf Coast Shire. I worked as part of a small team to design and document the interior joinery and select appropriate finishes and fixtures in close collaboration with both the client and builder to ensure all outcomes would be suitable for the specialised needs of elderly residents.

Render: Ewert Leaf

Particular attention had to be paid to the needs of residents with limited or impaired faculties and how they could successfully navigate and comfortably use any proposed designs, requiring a nuanced and iterative design approach.

(Renders: Ewert Leaf) CRITICAL SKILLS - Documentation and client/consultant liaison through sketch design and planning processes - Extensive knowledge of DDA requirements as well as more subtle requirements for aged care facilities such as clear colour / texture delineation between spaces and durability requirements of specified materials and finishes timeframes and and to to aa limited limitedbudget budget - Ability to work within unusually tight timeframes

DULUX PAINT FINISH NATURAL WHITE SW1F4

RECEPTION BENCHTOP ESSA STONE

Render: Ewert Leaf 11. UPGRADE ENTRY

VIEW 2 - L

LAMINATE OYSTER GREY

ELOUERA - EXTERNAL ENTRY 3D SKETCH

ECO OUTDO ALPINE STO

VIEW 1 - R

Sketch: Ewert Leaf

SUSTAINABILITY - AIR, WATER, NOURISHMNET, LIGHT, FITNESS, COMFORT & MIND

FEATURE STAIR ENCOURAGES USE DESIGN COMPETITION - THEDESIGN COMPETITION THEPINK PINKPALACE PALACE Commercial Ewert Leaf Commercial 2019 2019 Sketch Design Sketch Design Presentation Presentation

PROFILE PROFILE Ewert Ewert Leaf Leaf recently recently held held an aninternal internal design design competitions, competitions, dividing dividing the the firm firm into into small small teams teams to to design and present an office office building building for for an an newly newly purchased purchased site site for for an existing client.

GREEN SPACE OPPORTUNITY FOR EDIBLE GARDENS

COMMUNAL SPACE COMMUNITY IN THE WORKPLACE

LATE MORNING

EARLY AFTERNOON

CENTRAL VOID LIGHT AND VENTILATION

Our Ourteam teamspent spentconsiderable considerabletime timestudying studyingthe thelocal localarea areaand andcontext contextin inSouth South Melbourne, Melbourne, drawing drawing on on the the rich rich and and varied varied palette palette of of materials materials and colours colours as as well well as as the the to to inform inform our design. design. Using Using this this as as aa starting starting point, point, we we created created aa playful playful bright bright intervention intervention that that nonetheless nonetheless referred referred to to the neighbouring context context with with its its varied pink and red tones.

CRITICAL CRITICALSKILLS SKILLS -- Collaborative Collaborative designing designing with with a small team and over a short timeframe -- Competition visualisation Competition visualisation and presentation -- Diagramming Diagrammingdesign designprocesses processesand andfeatures features

SOLAR RESPONSE

EARLY MORNING

LATE AFTERNOON