CV + Portfolio by Alex Williams

PORT FOLIO Academic and professional work Alexander Williams

Content CV ........................................................................................................ 4-5 Station Pier ............................................................................................. 6-7 Willow Material Research ....................................................................... 8-13 Monash Building H .............................................................................. 14-21 Kunshan II .......................................................................................... 22-29 Swamp City II ...................................................................................... 30-37 Kings Park Gallery ............................................................................... 38-45 Robotic Arm Testing ............................................................................ 46-47 329 Bay Road Cheltenham (Professional)............................................... 48-49 441-446 Glen Huntly Rd, Elsternwick (Professional)................................. 50-51

personal information Alexander Williams date of birth: September 27, 1994 address: 42 Hampden Rd, Armadale, VIC 3143, Australia mobile: +61 434 523 004 e-mail: alexdywilliams@gmail.com instagram: @alex_d_williams citizenship: Australian, British

education current

Masters of Architecture (semester abroad) Aarhus School of Architecture

2017 - current

Masters of Architecture Faculty of Art, Design and Architecture, Monash University WAM 86.00 GPA 3.750 (08/11/17)

2013 - 2015

Bachelor of Architectural Design Faculty of Art, Design and Architecture, Monash University

2012

sep 2011

Victorian Certificate of Education Melbourne Grammar School 97.7 ATAR score Student Work Experience John Wardle Architects, Melbourne

employment nov 2015 - current nov 2014 - nov 2015 4

Achitectural Student Rothelowman Architects Food and Beverage Waiter Food&Desire

dec 2014

Administrative Assistant Monash University

volunteering 2015 - current

Robin Boyd Foundation Volunteer

2016

Open House Melbourne Volunteer

feb 2014 - feb 2016

Retail Volunteer Inkerman St Op Shop, Sacred Heart Mission

dec 2011-12-13-14

Sailing Coach Somers Yacht Club

software experience Revit Rhinoceros Grasshopper SketchUp Vray Ecotect Autodesk AutoCAD Adobe Photoshop Adobe Illustrator Adobe InDesign Adobe After Effects Microsoft Office

referees Rudy Darmawan Associate, Rothelowman Architects phone: +61 401 788 124 e-mail: rudydarmawan@hotmail.com Dr Nigel Bertram Director, NMBW Architecture Studio phone: +61 425 781 354 e-mail: nigel.bertram@monash.edu

Dr Ari Seligmann Lecturer, Department of Architecture, Monash University phone: +61 3 99034936 e-mail: ari.Seligmann@monash.edu

Station Pier Redevelopment

tutors: Mark Nixon, George King of NEON

Exploring the inverse of the principle that â&#x20AC;&#x2DC;form follows functionâ&#x20AC;&#x2122; required a loss of control, endeavoring to apply pragmatic architectural design to a previously determined abstract form. With no set program, various origami forms were explored, ultimately judged purely in terms of their aesthetic value and then post rationalised to determine a suitable program to which they could be then applied. Station Pier is a Port Melbourne ferry terminal that primarily services the Spirit of Tasmania, however functioning as a gateway to the city of Melbourne its substandard services and rundown infrastructure weakens the tourism industry. The architectural application of the finned form (utilised as the roof) establishes a sense of monumentality, modulating light and shadow, transforming the drab terminal into an experience in itself. The clustered teardrop from was utilised as a subterranean market space, providing public space and culture in a dynamic environment. In general, post rationalising form to suit program is not acceptable practice, however as an exercise such an attempt does broaden perceptions of architectural form. 6

Willow Material Research tutor: Dr Tim Schork

The aim of the studio was to explore the potential contemporary applications of willow, a sustainable material, now often considered a weed as a result of its hardiness. The research pursued a combination of manually weaving the willow by hand, as it was traditionally crafted, with contemporary computer aided manufacturing in order to diversify willowâ&#x20AC;&#x2122;s continued implementation as a structural material. Willow exhibits state retention properties when soaked in water, forcibly set in a form and then allowed to dry. As a woven surface this allows the material to be pressed into a structurally stable doubly curved form. Modules of pressed willow can then be utilised as building blocks to form structures such as the proposed pavilion design. The innovative exploration of willowâ&#x20AC;&#x2122;s properties and its potential to be married to robotic fabrication revealed potential applications that had not previously been explored, suggesting that the construction of large structures may be plausible with this material.

CAD model

mould milling

willow press

release

Monash Building H Redevelopment tutor: Jonothan Grove

Building H is a multi use building that forms part of Monash Universityâ&#x20AC;&#x2122;s Caulfield campus. Whilst of a quite simple design, the existing building exhibits poor environmental performance, negatively impacting the comfort its inhabitants. This task proposed a series of active and passive modifications that would improve the comfort of the users and the buildingâ&#x20AC;&#x2122;s efficiency and environmental sustainability. One of the primary issues identified was the poor utilisation of natural light, both in terms of glare towards the peripheries of the building and low illumination in internal spaces. A system of shades that actively modulated incident light was introduced on the highly exposed northern faĂ§ade, in addition to the removal of internal partitions to enhance light penetration, which improved the internal environment. Similarly the careful removal of floor slab enabled natural light to reach the deepest spaces whilst creating pleasant outdoor portals.

The creation of buildings and their life-cycle is one of the greatest consumers of our finite resources and whilst they are a necessity, careful design can significantly mitigate their negative impact on the environment.

SECTION

ISOMETRIC

PROGRAM

LECTURE HALLS CAFE OFFICES PORTALS PUBLIC SPACE

PORTALS

CIRCULATION

NATURAL LIGHT MODULATION

OPEN PANELS

TECTONIC DETAIL

RECYCLED ALUMINIUM FRAME

ACTUATOR

MID PANELS

CLOSED PANELS

FIBERGLASS MESH PANEL The light weight panels are semi transparent to allow light through whilst minimising glare

MODULATING INCIDENT RADIATION W/m2

960

720

480

240

CONTROLLING INTERIOR COMFORT LIGHT PENETRATION CLOSED

SUMMER SOLSTICE OPEN Radiation entering the space without modulation results in overheating.

Wh 150 135 120 105 90 75 60 45

15 0

W/m2

960

720

480

240

960

720

480

240

Absorbed

Transmitted

Direct

Diffuse

Reflected

SUMMER SOLSTICE CLOSED Modulation of radiation entering the space ensures comfortable interior conditions.

W/m2

Incident

LIGHT PENETRATION MID

LIGHT PENETRATION OPEN

WINTER SOLSTICE OPEN Kinetic facade allows maximum solar gain during the cooler months.

The ability for the facade to provide different levels of shading given any incident radiation.

% ShadingÂ

Kunshan II

tutors: Markus Jung and Maud Cassaignau

The Kunshan Studio was a real time project examining new urban typologies and form for the emerging city of Kunshan in China. The city’s low-lying regularly inundated topography has posed a challenge to its development from an agricultural past to an urbanized community. The city is seeking to develop new urban strategies and models that demonstrate an integration of water management, architecture, urbanism and Kunshan’s cultural heritage. A key focus of Kunshan II was the integration of storm water retention and processing into urban form, minimizing the run off into canals that cause regular flooding. Accordingly, my team explored new forms of water edge typologies that both provided public amenity and resilience to expected flood conditions, protecting the broader urban scheme from inundation. The studio has been a trans-disciplinary collaboration between the Department of Architecture MADA, Monash University and the Cooperative Research Centre for Water Sensitive Cities. Since the project’s completion, the government of Kunshan has accepted the proposed schemes as a means to considerately develop the city’s urban form. http://www.kunshanstudio.com.au 22

GREEN SPACES

6,000m2

HERITAGE BUILDINGS PUBLIC/MIXED USE BUILDINGS

WEST ZONE EAST ZONE

RESIDENTIAL BUILDINGS

50,000m2

11,000m2

POLDER OUTLINE

9,000m2

SITE LINKAGE

HERITAGE LINKAGE 24

POLDER WATER STRATEGY

GREEN LINKAGE

PUMP RATE 8,500

30 day turnover rate with 5 day retention time

WETLANDS

NATURAL POOL WETLAND FILTRATION

CLEAN WATER OUT

FILTERED WATER REFILL

WETLAND FILTRATION

H DIRTY WATER IN

BIO-FILTRATION RUNOFF COLLECTION

GREY WATER USE

BIO-FILTRATION BED

FA L

LC O

STORAGE TANK EXCESS RELEASE TO WETLANDS

T IO

RF AC

ROOFTOP WETLANDS

WETLAND FILTRATION STORAGE TANK GREEN FACADE IRRIGATION GREY WATER USE

GREEN ROOFS/FACADES

NO TREATMENT

WA TE

Harmful nutrients runoff to waterways

Gr ee

GREEN TREATMENT

Removal of nutrients in runoff Improved storm water quality

Gr ee

nW all

SITE WATER MANAGEMENT STRATEGY

PROGRAM

24%

OFFICE RETAIL

HOSPITALITY CONGRESS HOTEL

1.2x

LEISURE + EDUCATION CULTURAL GREENSPACE

28%

FSR

19%

PARKING

10%

9% 11% BUILT SPACE RATIO

kun opera fan

KUN OPERA FAN KUN OPERA KUN OPERA FAN FAN

COMPRESSION COMPRESSION COMPRESSION + RELEASE + RELEASE compression ++ RELEASE relrease

CONCEPT CONCEPT OVERLAY CONCEPT OVERLAY OVERLAY concept overlay

OVERLAY

MEETING PLACE

VIEWS

SITE CONCEPT site concept

overlay OVERLAY

MEETING PLACE

VIEWS

SITE CONCEPT

FLOOD

Swamp City II

current

delta

islands

island Inhabitation

connection

swamp inhabitation

tutors: Nigel Bertram, Rutger Pasman

Components of this project will be displayed at the 16th International Architecture Biennale (2018), Venice, Australian Pavilion.

Swamp City II proposes urban design strategies for managing flooding in the lowlying city of Arden Macaulay, to the west of Melbourne. With the cityâ&#x20AC;&#x2122;s development, Moonee Ponds creek has been constrained to flow directly toward the bay. However this situation allows the creek to quickly overflow its banks and flood the low-lying valley in which Arden Macaulay sits. The proposed strategies makes space for water. Allowing the creek to branch out and meander across the valley, water is brought into the fabric of Arden Macaulay. This is achieved whilst specifying areas of dense development that will be permanently protected from flooding. These islands are made from cut and fill sourced from the lowered surrounding wetland, also forming deep ponds that collect and store water.

This characterful, integrated environment, echoing the historic swamp and chain of ponds, effectively provides sufficient land for built form within an existing floodplain, guaranteeing a resilient and enduring future life of Arden Macaulay.

flooded buildings

building footprint quantified

loss, then increase

x1.4 existing density

30% loss to water

proposed double average building height

islands of intensity

5 minute island cities

braided water catchment

dynamic public realm

cut + fill

Urban Island Scheme Plan

Urban Island Section

Floodable Urban Park

existing ground

Absorbent Street

Canal Street

Kings Park Gallery tutor: Sean McMahon

This project was primarily an exercise in consolidating documentation skills. The objective was to experience all stages of an Architectural project including: formation of brief, letter of engagement, Client Architect Agreement, context analysis, design, town planning documentation and application, design development, NCC compliance, and construction documentation, including specifying and scheduling. In order to test these skills, we designed a gallery in Kings Park, Perth. Utilising a diagrid frame as the primary structure allowed a large space to be spanned with a single form, ensuring flexibility of the gallery space within. A skin of variously transparent panels was then draped over this frame, ensuring appropriate modulation of natural light to the gallery and leisure spaces. Primarily considering the structure and detail of the building, the challenge was to rationalise the curving diagrid frame and panels to as few types as possible, ensuring that the project could be feasibly constructed. These components were then detailed, exploring construction methods for which there is little precedent.

15005

12750

1 A04.01

1 A03.02

10755

A04.01

General Notes

COMPACTED GRAVEL PATH / DRIVEWAY REFER LANDSCAPE ARCHITECTS DRAWINGS

R.07.D3

WALL MOUNTED LIGHTS

R.07.D4

R.07.D1

R.07.D2 R.03.D1

FLOOR AIR GRILL

E106

RG.07

E106

PROPRIETARY HYDRAULIC ACCESS HATCH

10060

LOADING / STORE

R.04.D1

TL01

FURNITURE BY OTHERS

RG.03 KITCHEN FW

CF01

TL01

SFL 6846

1890

R.08.D1

GALLERY CF01

RG.05

RECEPTION

CF01

A04.02

R.05.D1

AWC TL01

R.02.W2

2 A03.02

CF01

SEATING BY OTHERS

RG.02

FLOOR AIR GRILL

R.02.W1

CF01 R.01.W1 GALLERY PARTITION FITOUT BY OTHERS

10060

2 SFL 6846

RG.09

2 A03.01 SEATING BY OTHERS

1 A04.02

F WC

R.06.D1

TL01

RG.01

2 A04.02

M WC

CAFE

RG.04

RG.06

CP01

R.01.W2

RG.08 OFFICE R.01.W3

1 A04.02

AIRLOCK ENTRY MAT

The following notes shall be read in conjunction with all design documents, schedules & specifications including but not limited to architectural, structural and services drawings and specifications, and any principal's project requirements documents relating to this project. All documents to be read in conjunction with & comply with all reports including but not limited to bldg surveyor, acoustics, fire & ESD reports. All work shall comply with NCC/ relevant authority requirements and Australian Standards (AS.) Codes for trades. Do not scale off this drawing. Contractor shall verify all dimensions on site. Contractor shall report any discrepancy in the documents to the architect for clarification prior to the affected work proceeding. Contractor to confirm setout with architect prior to construction. All levels are to australian height datum (AHD) U.N.O. All materials and fittings to be fixed in strict accordance with the manufacturers current specification and recommendation. Expansion, control or construction joints for all materials/systems to be provided in accordance with manufacturers instructions. Locations of joints to be confirmed on site with architect prior to installation. Refer to surveyors drawings check survey and detail drawing to locate and confirm all existing services, pipes poles, embankments, pits and like prior to commencing any work. Refer to civil eng dwgs for existing and new water, drainage design and associated site works design and detail. Refer to civil eng and landscape dwgs for all roadway, paving, surface, surfaced finished surface levels. Refer to the acoustic report for required acoustic specification & details. All acoustic requirements to meet minimum NCC U.N.O. Refer window schedule and/or facade eng details for all glass, frame types and finishes etc. All dimensions to be verified prior to preparation of shop drawings and commencement of construction. Refer to elevations and/or facade engineer drawings for further finishes and panel setout information - confirm with architect prior to manufacture and/or installation. All exposed steel to be hot dipped galvanised, refer finishes schedule for any painting requirements. All silicon sealant to be colour matched to adjacent surface U.N.O. All door hardware to be fixed at 1050mm A.F.F.L. U.N.O. refer door schedule for door/frame details and size. All glazing to comply with current versions of AS 1288 and AS 2047. Ensure flush transition between different floor finishes, provide flush aluminium angle between different floor surfaces. Any services penetrating a fire rated/ acoustic wall or slab are to be appropriately sealed to NCC/authority approved method/materials in accordance with minimum frl/acoustic/ fire engineering requirements U.N.O. Ceiling framing systems documented are indicative only. Framing installation to comply with manufacturers recommendations & set out accordingly for design/documentation intent. Fire indexes of materials, linings and surface finishes to comply with C1.10 of NCC. All wall types including but not limited to linings and insulation is to be full height to underside of slab U.N.O. ensure stud gauge/centres is suitable for proposed installation in accordance with manufacturers installation requirements.

SFL 6846

FLOOR AIR GRILL

SFL 6846 6 A05.02

OUTDOOR SEATING

5 A05.01 2 A06.22

Disclaimer: DEW Architects Pty. Ltd. retains all common law, statutory law and other rights including copyright and intellectual property rights in respect of this document. The recipient indemnifies DEW ArchitectsPty. Ltd. against all claims resulting from use of this document for any purpose other than its intended use, unauthorized changes or reuse of the document on other projects without the permission of DEW Architects Pty. Ltd. Under no circumstance shall transfer of this document be deemed a sale or constitute a transfer of the license to use this document.

Revisions

1 A03.01

2259

8818

1 A04.01

Status SPOON DRAIN AROUND CARPARK PERIMETER TO HYD ENGINEERS DETAILS.

FOR CONSTRUCTION Client

5643

RB.01 SERVICES PROPRIETARY LADDER SYSTEM

SFL 4646

POURED IN PLACE CONCRETE DUCT

Botanic Gardens and Parks Authority

CF01

GRATED PIT TO CIVIL ENGINEERS DETAILS

Project

KINGS PARK GALLERY 1 Kattidj Close, Kings Park, WA 6005 Drawing

GROUND FLOOR PLAN 2

A04.01

Project No

40 15/05/2017 9:28:33 PM

BASEMENT

2 A03.01 SCALE 1 : 100

Scale: @ A1

Date

217001 04/15/17

12750

1 : 100

Author

AW/CE/JD

Drawing No.

A01.01

Revision

15005

12750

5 10755

A04.01

General Notes

ROOF 17.060

MC01

10214

GT02

BOTANIC PARKS AND GARDENS AUTHORITY BUILDING

GT03

MC01 GT03

TM01

GT01

2840

GT02

GT01

TM01

CF01

GROUND PLAN

BASEMENT

2200

6.846

OUTDOOR BENCHES

4.646

EAST ELEVATION

MC01 - WHITE CLADDING

1 A01.01 SCALE 1 : 100

MC01 - WHITE CLADDING - OPERABLE PANEL

B 10060

A04.02

GT03 - GLAZING - FROSTED

GT02 - GLAZING - GREY

10060

FINISHES REFER TO MATERIAL SELECTIONS FOR DESCRIPTION AND COLOUR

GT01

GLAZING - CLEAR

GT02

GLAZING - GREY

GT03

GLAZING - FROSTED

MC01

METAL CLADDING - WHITE

TM01

TIMBER - STAINED

CF01

CONCRETE FINISH - NATURAL

MF01

METAL FINISH - CHARCOAL

ROOF 17.060

Revisions

10214

GT01

TM01

Status GT01

GROUND PLAN

GT01

CF01

FOR CONSTRUCTION

6.846

Client

Botanic Gardens and Parks Authority

2200

BASEMENT 4.646

Project

KINGS PARK GALLERY 1 Kattidj Close, Kings Park, WA 6005 Drawing

SOUTH ELEVATION

2 A01.01 SCALE 1 : 100

ELEVATIONS 01 Project No

Date

217001 04/16/17 Scale: @ A1

15/05/2017 9:28:39 PM

Author

AW/CE/JD

Drawing No.

As A03.01 indicated

Revision

15010

12750

10750

A04.01

General Notes The following notes shall be read in conjunction with all design documents, schedules & specifications including but not limited to architectural, structural and services drawings and specifications, and any principal's project requirements documents relating to this project. All documents to be read in conjunction with & comply with all reports including but not limited to bldg surveyor, acoustics, fire & ESD reports. All work shall comply with NCC/ relevant authority requirements and Australian Standards (AS.) Codes for trades. Do not scale off this drawing. Contractor shall verify all dimensions on site. Contractor shall report any discrepancy in the documents to the architect for clarification prior to the affected work proceeding. Contractor to confirm setout with architect prior to construction. All levels are to australian height datum (AHD) U.N.O. All materials and fittings to be fixed in strict accordance with the manufacturers current specification and recommendation. Expansion, control or construction joints for all materials/systems to be provided in accordance with manufacturers instructions. Locations of joints to be confirmed on site with architect prior to installation. Refer to surveyors drawings check survey and detail drawing to locate and confirm all existing services, pipes poles, embankments, pits and like prior to commencing any work. Refer to civil eng dwgs for existing and new water, drainage design and associated site works design and detail. Refer to civil eng and landscape dwgs for all roadway, paving, surface, surfaced finished surface levels. Refer to the acoustic report for required acoustic specification & details. All acoustic requirements to meet minimum NCC U.N.O. Refer window schedule and/or facade eng details for all glass, frame types and finishes etc. All dimensions to be verified prior to preparation of shop drawings and commencement of construction. Refer to elevations and/or facade engineer drawings for further finishes and panel setout information - confirm with architect prior to manufacture and/or installation. All exposed steel to be hot dipped galvanised, refer finishes schedule for any painting requirements. All silicon sealant to be colour matched to adjacent surface U.N.O. All door hardware to be fixed at 1050mm A.F.F.L. U.N.O. refer door schedule for door/frame details and size. All glazing to comply with current versions of AS 1288 and AS 2047. Ensure flush transition between different floor finishes, provide flush aluminium angle between different floor surfaces. Any services penetrating a fire rated/ acoustic wall or slab are to be appropriately sealed to NCC/authority approved method/materials in accordance with minimum frl/acoustic/ fire engineering requirements U.N.O. Ceiling framing systems documented are indicative only. Framing installation to comply with manufacturers recommendations & set out accordingly for design/documentation intent. Fire indexes of materials, linings and surface finishes to comply with C1.10 of NCC. All wall types including but not limited to linings and insulation is to be full height to underside of slab U.N.O. ensure stud gauge/centres is suitable for proposed installation in accordance with manufacturers installation requirements.

1 A05.02 MC01

ROOF

TM01

10214

17.060

GROUND PLAN

RG.08

RG.06

OFFICE

M WC

RG.04 CORRIDOR

F WC

KITCHEN

CAFE SEATING

3000

GALLERY

5 A05.02

2800

GARAGE ROLLER DOOR BEHIND

BASEMENT

2200

6.846

AC / ELECTRICAL SERVICES

GALLERY WALLS TO BE INSTALLED BY OTHERS

4.646

SECTION 04

1 A01.01 SCALE 1 : 100

10750

12750

A04.01

GT02

17.060

GT03

MC01

FINISHES REFER TO MATERIAL SELECTIONS FOR DESCRIPTION AND COLOUR

15010

ROOF

12750

GT01

GLAZING - CLEAR

GT02

GLAZING - GREY

GT03

GLAZING - FROSTED

MC01

METAL CLADDING - WHITE

TM01

TIMBER - STAINED

CF01

CONCRETE FINISH - NATURAL

MF01

METAL FINISH - CHARCOAL

TM01

2330

3000

GROUND PLAN

2800

10214

Revisions

AIRLOCK

KITCHEN

RG.04 F WC

CORRIDOR

RG.08 OFFICE

MWC

6.846

GALLERY

Status

FOR CONSTRUCTION

2200

Client

BASEMENT 4.646

8 A05.02

AC / ELECTRICAL SERVICES

Botanic Gardens and Parks Authority Project

KINGS PARK GALLERY 1 Kattidj Close, Kings Park, WA 6005 Drawing

SECTIONS 02

SECTION 05

2 A01.01 SCALE 1 : 100

Project No

Date

217001 04/16/17

42 15/05/2017 9:28:50 PM

Scale: @ A1

1 : 100

Author

AW/CE/JD

Drawing No.

A04.02

Revision

MC01 - WHITE CLADDING

General Notes MC01 - WHITE CLADDING - OPERABLE PANEL

GT03 - GLAZING - FROSTED

GT02 - GLAZING - GREY

60.00°

120.00°

35 14

60.00°

1 -

PANEL TYPES LOCATION DIARGAM

TYPICAL PANEL SCALE 1 : 25

ALUMINIUM SHEET MC01 REFER FINISHES SCHEDULE

FOAM INSULATING CORE TO MEET ESD AND FIRE ENGINEERS REQUIREMENT

Revisions

ROUTED STEEL PLATE

3 MM STEEL RIVET

GASKET WEATHER SEAL

150

'PIN HINGE' TO ALLOW ADEQUATE MOVEMENT BETWEEN PANELS

Status

FOR CONSTRUCTION Client

Botanic Gardens and Parks Authority

DOUBLE GLAZED UNIT. GT02 OR GT03. REFER 1/A05.04. REFER FINISHES SCHEDULE. LAMINATED PLYWOOD TRUSS TM01 REFER FINISHES SCHEDULE.

Project

KINGS PARK GALLERY

8MM FIXING BOLT

1 Kattidj Close, Kings Park, WA 6005

WOOD FILL CAP. FINISH TO MATCH PLY TRUSS TM01

Drawing

DETAILS 03 - EXTERIOR PANELS Project No

Date

217001 05/08/17 2

EXTERNAL PANEL JUNCTIONS SCALE 1 : 1

15/05/2017 9:28:53 PM

Scale: @ A1

Author

AW/CE/JD

Drawing No.

As A05.03 indicated

Revision

A 2 A05.01

General Notes CLADDING PANEL REFER 2 / A05.03 FOR FURTHER DETAIL

LAMINATED PLY TRUSS TM01 REFER FINISHES SCHEDULE

20MM CAST IN STAINLESS STEEL ANCHOR BOLT

A04.01

15MM STAINLESS STEEL PLATE

GROUND PLAN

6.846

6MM MASONRY ANCHOR

LAMINATED PLY TRUSS REFER FINISHES SCHEDUAL FOR FINISH

SILICONE BEAD TO GOOD STANDARD

15MM STAINLESS STEEL PLATE 30MM WOOD FIXING SCREW

25MM WOOD FIXING SCREW ROUTED LAMINATED PLYWOOD ROUTED TO ALLOW GLAZING FRAME CONCEALMENT REFER FINISHES SCHEDULE FOR FINISH

60 WOOD FILL CAP TO MATCH PLY TRUSS FINISH

15MM STAINLES STEEL PLATE

SILICONE BEAD ALONG EDGE TO GOOD STANDARD WITH BACKING ROD

160

333

160

810

GROUND PLAN

20MM CAST IN STAINLESS STEEL ANCHOR BOLT

6.846

CONCRETE SLAB TO STRUCTURAL ENGINEERS' DESIGN AND DETAIL REFER FINISHES SCHEDULE FOR FINISH

RECESSED ALUMINIUM FRAMING

CONCRETE FOUNDATION TO STRUCTURAL ENGINEERS' DESIGN AND DETAIL

16 0

15MM STAINLESS STEEL FIXING BOLT

CONCRETE SLAB TO STRUCTURAL ENGINEERS' DESIGN AND DETAIL ° .00 58

GASKET WEATHER SEAL

35 0

15MM STAINLESS STEEL BOLT

13 0

CLADDING PANEL REFER 2 / A05.03 FOR FURTHER DETAIL

WATERPROOF MEMBRANE

455

565

SPECIFIED FRAMELESS GLAZING SYSTEM

BR04 - BRACKET TYPE

CURTAIN WALL / TRUSS DETAIL

SLAB BRACKET DETAIL 01

1 A04.01 SCALE 1 : 5

SLAB BRACKET DETAIL 02

2 A05.01 SCALE 1 : 10

3 A04.01 SCALE 1 : 10

60 60 ° 10

60 60 60

150

60 60

Revisions

LAMINATED PLYWODD BEAM. TM01 REFER FINISHES SCHEDULE.

860

840

LAMINATED PLYWODD BEAM. TM01 REFER FINISHES SCHEDULE.

INSULATED ALUMINUM SANDWICH PANEL SYSTEM. MC01 REFER FINISHES SCHEDULE.

#6 #1

REFER 2 / A05.03 FOR FURTHER DETAIL.

° 10

#1 #8

BR04 - BRACKET TYPE

Status

FOR CONSTRUCTION Client

10 D8 5

Botanic Gardens and Parks Authority Project

KINGS PARK GALLERY 1 Kattidj Close, Kings Park, WA 6005 Drawing

DETAILS 01

TRUSS/PANEL PLAN DETAIL

5 A01.01 SCALE 1 : 10

15/05/2017 9:28:50 PM

SLAB BRACKET AXONOMETRIC SCALE 1 : 5

Project No

Date

217001 04/15/17 Scale: @ A1

Author

AW/CE/JD

Drawing No.

As A05.01 indicated

Revision

ROOF

200MM X 40MM HOLLOW SECTION STAINLESS STEEL FRAMING TO SUPPORT FRAMLESS GLAZING SYSTEM

17.060

SPECIFIED FRAMELESS GLAZING SYSTEM.

ALUMINIUM FRAME

10MM STAINLESS STEEL PLATE

2 A05.02

General Notes

SILICONE BEAD ALONG EDGE TO GOOD STANDARD WITH BACKING ROD

FRAMELESS GLAZING SYSTEM

18MM STAINLESS STEEL FIXING BOLT

ALUMINIUM FRAMING CONCRETE SLAB TO ENGINEERS DESIGN AND DETAIL. CF01 REFER FINISHES SCHEDULE

120

200

TIMBER CAP FINISH TO MATCH LAMINATED PLYWOOD ARCH

GROUND PLAN

6.846

PLASTIC BEAD

200MM X 40MM HOLLOW SECTION STAINLESS STEEL FRAMING TO SUPPORT FRAMLESS GLAZING SYSTEM

GROUND PLAN

6.846

GRAVEL DRAINAGE CHANNEL WATERPROOF MEMBRANE

16MM CAST IN ANCHOR FIXING BOLT CAST INTO FOUNDATION LAMINATED PLYWOOD ARCH ROUTED TO ACCOMODATE RECESSED GLAZING FRAMING REFER FINISHES SCHEDULE FOR FINISH

CONCRETE INFILL FINISH TO MATCH INTERIOR SLAB FINISH CF01 REFER FINISHES SCHEDUALE

PLASTIC BEAD

10MM STEEL PLATE

CONCRETE FOUNDATION TO STRUCTURAL ENGINEERS DESIGN AND DETAIL

CONCRETE FOUNDATION TO ENGINEERS DESIGN AND DETAIL. CF01 REFER FINISHES SCHEDULE

200 3 A05.02

270

RECESSED ALUMINIUM FRAMING SILICONE BEAD ALONG EDGE TO GOOD STANDARD WITH BACKING ROD

CURTAIN WALL SILL

4 A05.02 SCALE 1 : 5

SPECIFIED FRAMELESS GLAZING SYSTEM

200MM X 40MM HOLLOW SECTION STAINLESS STEEL FRAMING TO SUPPORT FRAMLESS GLAZING SYSTEM

4 A05.02

DOUBLE GLAZED UNIT

CURTAIN WALL SUPPORT DETAIL

GROUND PLAN

2 A05.02 SCALE 1 : 5

6.846

TYPICAL CRUTAIN WALL SILL DETAIL

5 A04.02 SCALE 1 : 5

PROPRIETARY FRAMLESS GLAZING SYSTEM TO BE APPROVED BY ARCHITECT. STAINLESS STEEL FINISH SILIOCONE SEAL TO GOOD STANDARD PRESS IN STRIP SEAL

BOLT FIXING

CURTAIN WALL SECTION

1 A04.02 SCALE 1 : 50

CURTAIN WALL FIXING DETAIL

3 A05.02 SCALE 1 : 5

5 3

Revisions

SPECIFIED GRILL OR SIMILAR APPROVED BY ARCHITECT CONTINUOUS BEAD OF SEALANT TO GOOD STANDARD

RECESSED ALUMINIUM FRAMING PLASTIC BEAD

CONCRETE FOUNDATION TO STRUCTURAL ENGINEERS DESIGN AND DETAIL

SERVICES ROUTED LAMINATED PLYWOOD ROUTED TO ALLOW GLAZING FRAME CONCEALMENT

CONCRETE INFILL

340

CONCRETE INFILL

STANDARD INSULATED DUCT PER MECHANICAL CONSULTANTS REQUIRMENT

6.846

CONCRETE SLAB TO STRUCTURAL ENGINEERS DESIGN AND DETAIL REFER FINISHES SCHEDULE FOR FINISH

FLOOR DUCT BOOT SILICONE BEAD ALONG EDGE TO GOOD STANDARD WITH BACKING ROD

GROUND PLAN

6.846

340

SPECIFIED FRAMELESS GLAZING SYSTEM

GROUND PLAN

CONCRETE SLAB TO STRUCTURAL ENINGEERS DESIGN AND DETAIL REFER FINISHES SCHEDULE FOR FINISH

STANDARD INSULATED DUCT PER MECHANICAL CONSULTANTS REQUIRMENT

Client

600 SERVICES WATER PROOF MEMBRANE

Status

FOR CONSTRUCTION

1160

Botanic Gardens and Parks Authority

COMPACT SAND FILL

WATER PROOF MEMBRANE

COMPACT SAND FILL

Project

KINGS PARK GALLERY 1 Kattidj Close, Kings Park, WA 6005

FRAMELESS GLAZING/PLYWOOD ARCH DETAIL

6 A01.01 SCALE 1 : 2

Drawing

TYPICAL DUCT SECTION DETAIL 01

7 A04.01 SCALE 1 : 10

TYPICAL DUCT SECTION DETAIL 02

8 A04.02 SCALE 1 : 10

DETAILS 02 Project No

Date

217001 05/02/17 Scale: @ A1

15/05/2017 9:28:53 PM

Author

AW/CE/JD

Drawing No.

As A05.02 indicated

Revision

Robotic Arm Testing supervisor: Dr Tim Schork

With the installation of Monash Universityâ&#x20AC;&#x2122;s new six-axis robotic arm, a small group of students were selected to be trained in its operations and test its capabilities. Such a machine is an incredibly powerful and diverse fabrication tool, primarily allowing three-dimensional milling at an extraordinary speed and allowing complex geometries to be produced.

1700 HIGH POST AND RAIL FENCE

1700 HIGH POST AND RAILFENCE TITLE BOUNDARY 95° 48' 40" (39.620 m)

144453 INDUSTRIAL UNITS

1700 HIGH PRIVACY SCREENS

3000

76.2 m²

INDUSTRIAL INDUSTRIAL UNIT 38 UNIT 39

84.2 m²

27.4 m²

58.7 m²

27.4 m²

73.3 m²

27.4 m²

INDUSTRIAL UNIT 40 76.8 m²

17200 DRIVEWAY

INDUSTRIAL INDUSTRIAL INDUSTRIAL UNIT 42 UNIT 43 UNIT 44 52.4 m²

27.4 m²

52.5 m²

59.3 m²

27.4 m²

6000 DRIVEWAY

12000 SELF STORAGE

5500 AISLE

54.4 m²

54.3 m²

27.4 m²

87.2 m²

27.4 m²

6000 SELF STORAGE

17600

15902 BUILDING A - CHILDCARE

RL 38.459

RL 38.431

4918

INDUSTRIAL UNIT 58

125.5 m²

21.3 m²

126.8 m²

STORAGE 30 STORAGE 19

STORAGE 08

1500

21.2 m²

EGRESS PATH

SELF STORAGE INTERNAL LAYOUT TO BE CONFIRMED

21.2 m² 21.2 m²

1000 FOOTPATH

300

AWC

DIRECTOR

9.7 m²

12.2 m²

21.2 m²

REQUIRED CLEAR AREA - 112sqm

LOT 2

CLNR

21.7 m²

BINS

LIFT LIFT

1. 6.5 RL 38.833 RAMP UP

1.12

RL 38.320

RL 38.500

4 TP2.01

RL 38.500

ENTRY

STORAGE 12

DUCTING AT HIGH LEVEL

62.7 m²

RL 37.130

RL 37.400 20260 BUILDING B - SELF STORAGE

RL 37.590

MAIL BOX METERS BOOSTER

BAY ROAD

RL 37.940

7000

24428 BUILDING A - RETAIL 6900 AISLE

RL 38.475

FOOTPATH

NATURE STRIP

53620 BUILDING B - SELF STORAGE

" (2 3.10 0

RL 38.444 TITLE BOUNDARY 275° 45' 20" (149.490 m)

NATURE STRIP

EA SE ME NT 05' 10

TIT LE

4900 (TYP)

RL 38.161

RL 37.930

FOOTPATH

RELOCATED POWER POLE

500

1505

MAIL BOX

RESTRICTED RETAIL CAR PARKING 24 CARS 8 BIKES 4 BIKE PARKS

4900 CAR PARK

2600 (TYP)

219°

TWO WAY 4 BIKE PARKS

14805

1500 3600 CLEAR 2000 RL 38.191

1500

BOOSTER / METERS

4.01 DEVELOPMENT PERSPECTIVES PP

4500

4900 (TYP)

4.0 DESIGN PROPOSAL

1000

500

2600 (TYP)

FOOTPATH

LANDSCAPE

6900

SELF STORAGE CAR PARKING 11 CAR PARKS

RL 38.095

6400

STAIR

329 BAY ROAD, CHELTENHAM

RL 38.400

BO UN DA RY

ENTRY

LOT 1

BINS

TWO WAY

RL 38.500

1500

FIP

FOOTPATH

1081.4 m²

BUILDING A

2500

OFFICE

RL 38.450

RESTRICTED RETAIL

4 BIKES

TIT LE

2815.9 m²

29.0 m²

39° 05' 10" (31. 550

BINS

25.6 m²

BO UN DA RY

AWC

SERVICES FOOTPATH

6000

LIFT 6 CAR PARKS

31.7 m²

FIP

3000

STOR. 14 STOR. 13

STOR. 15

6000

STAIR

41838 SELF STORAGE

LIFT

LOBBY

STAIR

LIFT

ALTERATIONS & EXTENSIONS TO EXISTING BUILDING

AWC

TO MATCH EXISTING ADJOINING BUILDING 8988

6905

RL 38.500

PARENT

ATRIUM PRAM

STORAGE 11

21.2 m²

OUTDOOR PLAY

9.2 m²

STAIR

4 BIKES

STORAGE 10

21.2 m²

BP 6.7sqm

CHILDCARE

REQUIRED CLEAR AREA - 26sqm 0-1 Y.O. 8 CHILDREN

1400

21.7 m²

NC /WC 10.3sqm

CLASSROOM

RL 38.350

22.3 m²

STORAGE 32 STORAGE 17

STORE

REQUIRED CLEAR AREA - 26sqm 0-1 Y.O. 8 CHILDREN

COT 14sqm

STORAGE 09

STORAGE 33 STORAGE 16

ONE WAY

BUILDING B

21.2 m²

5500

SELF STORAGE

RL 38.436

21.7 m²

21.2 m²

STORAGE 31 STORAGE 18

1500

TITLE BOUNDARY 6° 46' 20" (84.840 m)

STORAGE 06

SELF STORAGE 07 STORAGE 21.7 m²

21.2 m²

CLASSROOM

CHILDCARE CAR PARK 24 CARS 4 BIKES

21.7 m²

STORAGE 29 STORAGE 20

21.2 m²

STAIR

RL 38.500

STORAGE 28 STORAGE 21

21.2 m²

BUILDING C EGRESS PATH

21.2 m²

RL 38.500 TYPICALLY

4 TP2.02

STORAGE 05

27500 BUILDING A - CHILDCARE

124.2 m²

122.9 m²

STORAGE 27 STORAGE 22

A B

TITLE BOUNDARY 186° 48' 20" (100.560 m)

INDUSTRIAL INDUSTRIAL UNIT 56 UNIT 57

OFFICE ABOVE

EASEMENT

121.6 m²

120.3 m²

OFFICE ABOVE

24.1 m²

21.7 m²

FOOTPATH

119.6 m²

INDUSTRIAL INDUSTRIAL UNIT 54 UNIT 55

OFFICE ABOVE

27.4 m²

SERVICES

INDUSTRIAL INDUSTRIAL UNIT 52 UNIT 53

OFFICE ABOVE

27.4 m²

20.7 m²

OFFICE ABOVE

27.4 m²

FOOTPATH

152.9 m²

OFFICE ABOVE

27.4 m²

SERVICES

OFFICE ABOVE

27.4 m²

STORAGE 04

21.2 m²

ONE WAY

16657 INDUSTRIAL

INDUSTRIAL UNIT 51

27.4 m²

STOR. 03

EXIT

26.9 m²

STORAGE 26 STORAGE 23 21.3 m²

4900 (TYP)

2050

27.4 m²

52.8 m²

27.4 m²

POSSIBLE FUTURE SHARED ACCESS TO PROPOSED PARK

INDUSTRIAL UNIT 50

2000

OFFICE ABOVE

project team: Frances Hall (project leader), Alex Williams, Joshua Amsellem (design), Kim Lowman (director) - all materials produced by Alex Williams

52.8 m²

27.4 m²

LINE OF CANOPY OVER 1000

INDUSTRIAL CAR PARKING

RL 38.454

27.4 m²

Consequently there is also a strong distinction of form, a playfulness to the childcare, the façade inspired by the stacked forms found in storage, contrasting with the utilitarian nature of the commercial/industrial spaces.

74.1 m²

27.4 m²

27.0 m²

Whilst the self-storage and industrial units were relatively easy to plan, defined by vehicle access and a desire for regularity of area and form, childcare has quite a contrasting set of requirements. By removing the primary classrooms and play areas from the ground plane, the children are both removed from the physical danger of vehicles and the concrete environment.

INDUSTRIAL INDUSTRIAL INDUSTRIAL INDUSTRIAL INDUSTRIAL UNIT 45 UNIT 46 UNIT 47 UNIT 48 UNIT 49

BUILDING D

LINE OF CANOPY OVER 73858 BUILDING C - INDUSTRIAL

A B

84.8 m²

27.4 m²

EASEMENT TITLE BOUNDARY 275° 48' 40" (39.620 m)

INDUSTRIAL UNIT 41

11300 DRIVEWAY

27.4 m²

INDUSTRIAL UNIT 37

7150 RAMP

76.1 m²

27.4 m²

INDUSTRIAL UNIT 36

4900 (TYP)

85.9 m²

INDUSTRIAL UNIT 35

6400

INDUSTRIAL UNIT 34

11345 BUILDING D - INDUSTRIAL

3000 11100

RL 38.500 TYPICALLY

EASEMENT

THIS T OF PAR N NOT LICATIO APP

STORAGE 25 STORAGE 24

This project required the delivery of an unconventional combination of programs previously unexplored by an architectural firm that specializes in multi-residential developments. Retail, self-storage, industrial units and a childcare center were organized onto the large site, defined by an existing warehouse that would only be partially removed.

5102 1700 HIGH POST AND RAIL FENCE

1700 HIGH POST AND RAIL FENCE

TITLE BOUNDARY 95° 39' 20" (149.550 m)

1500 KERB

329 Bay Road, Cheltenham

Rothelowman Architects

E 2 TP2.02

OVERHEAD ELECTRICITY WIRE

2000

3500

3000

RL 38.390

RL 38.270

RL 38.100

56459

9854 WIDENED CROSSOVER

BAY ROAD

N TP2.01 1

GROUND PLAN

DISCLAIMER: ROTHELOWMAN Property Pty. Ltd. retains all common law, statutory law and other rights including copyright and intellectual property rights in respect of this document. The recipient indemnifies ROTHELOWMAN Property Pty. Ltd. against all claims resulting from use of this document for any purpose other than its intended use, unauthorized changes or reuse of the document on other projects without the permission of ROTHELOWMAN Property Pty. Ltd. Under no circumstance shall transfer of this document be deemed a sale or constitute a transfer of the license to use this document. 23/06/2016 4:35:15 PM

LEGEND PP EXISTING

POWER POLE

REVISIONS No -

Date 22.06.16

Description ISSUE FOR PLANNING PERMIT

By AW

         

TOWN PLANNING  















1 : 250

216003

MELBOURNE LEVEL 1/153 STURT STREET SOUTHBANK VIC 3006 AUSTRALIA

DATE: 05/02/16

DRAWN BY: Author

T 03 9268 6800

DRAWING TITLE

DWG No:

REV

GROUND FLOOR PLAN

TP1.01



MIXED USE

329 - 345 BAY ROAD CHELTENHAM











PROJECT No:

PROJECT TITLE

SCALE: @ A1

www.rothelowman.com.au

 

ACN 005 783 997

 



 





 









    





RL 42.000 38.500

GROUND

RL 38.500

INDUSTRIAL INDUSTRIAL

SELF STORAGE SELF STORAGE

SECTION F

F TP1.01 SCALE1 : 250

CHILDCARE CENTRE

ATRIUM

G TP1.01 SCALE1 : 250

PLAY AREA

G TP1.01 SCALE1 : 250

COVERED COVERED PLAY PLAY AREAS AREAS OVER OVER TWO TWO LEVELS LEVELS

PLAY AREA

MASSING CONCEPT

2016-06-08_329 2016-06-08_329 Bay Road Bay Cheltenham-Town Road Cheltenham-Town Planning Planning Submission Submission 15

15 2016-06-08_329 Bay Road Cheltenham-Town Planning Submission 2016-06-08_329 Bay Road Cheltenham-Town Planning Submission 15

2016-06-08_329 Bay Road Cheltenham-Town Planning Submission

RL 50.850

HI-TECH INDUSTRIAL

SELF STORAGE

RL 38.500

OPEN CARPARK

RL 50.000

6000

RL 45.450

BUILDING A LEVEL 2 RL 45.850

INDUSTRIAL INDUSTRIAL

RL 51.300 PLANT PLATFORM AND SCREEN

BALCONY

OFFICE

RL 51.300

HIGH-TECHOFFICE INDUSTRIAL

ATRIUM

HIGH-TECH INDUSTRIAL CHILD CARE

ATRIUM

CHILD CARE

SEMI-COVERED PLAY

COVERED

CHILDCARE CARE CHILD CHILD CARE

RAMP

SEMI-COVERED PLAY PLAY

COVERED PLAY

RETAIL

CHILD CARE

RAMP

RETAIL

BUILDING A PARAPET RL 50.000

CHILDCARE LEVEL 2

RL 46.600

10260 10260 HEIGHT FROM HEIGHT NGL FROM NGL

BUILDING 2 BUILDING A A LEVEL PARAPET RL 46.900 RL 45.850

RL 45.450

PLANT PLATFORM AND SCREEN CHILDCARE

200

A B BUILDING A PARAPET

CHILDCARE

TITLE BOUNDARY TITLE BOUNDARY

HI-TECH INDUSTRIAL

CHILDCARE LEVEL 21 43.300 RL 46.600

LEVEL 1 RL 43.300 GROUND RL 38.500

GROUND RL 38.500

INDUSTRIAL

DRIVEWAY

CHILDCARE

C. CARE ENTRY

RAMP

RESTRICTED RETAIL

INDUSTRIAL

DRIVEWAY

CHILDCARE

C. CARE ENTRY

RAMP

RESTRICTED RETAIL

2 TP2.01

TITLE BOUNDARY

BUILDING B PARAPET

DRIVEWAY

RL 50.000

SECTION G

Rothe Rothe Lowman Lowman Property Property Pty LtdPty ACN Ltd005 ACN783 005997 783 997 Rothe Lowman Property Pty Ltd ACN 005 783 997Lowman Property Pty Ltd ACN 005 783 997

INDUSTRIAL

A B

SECTION G

ATRIUM ATRIUM PLAY PLAY AREA AREA

SELF STORAGE

RL 46.900

6800 6800 HEIGHT FROM HEIGHT NGL FROM NGL

GROUND FLOOR RL 45.100GROUND FLOOR CHILDCARE AND CHILDCARE AND COVERED PLAY COVERED PLAY GROUND RL 38.500 GROUND GROUND FLOOR FLOOR CHILDCARE WITH CHILDCARE WITH CHILDCARE CHILDCARE AND AND COVERED PLAY AREAS COVERED PLAY AREAS COVERED COVERED PLAY PLAY GROUND OVER TWO LEVELS RL 38.500 OVER TWO LEVELS CHILDCARE CHILDCARE WITH WITH

CHILDCARE CENTRE

CHILDCARE CHILDCARE CENTRE CENTRE

RESTRICTED RETAIL

HI-TECH INDUSTRIAL

TITLE BOUNDARY

INDUSTRIAL INDUSTRIAL

LEVEL LEVEL 1 INDUSTRIAL 1 INDUSTRIAL UNITS UNITS WITH WITH OFFICE OFFICE MEZZANINES MEZZANINES

DRIVEWAY

RL 41.450

GROUND

200 4600 3100 2003100

BUILDING D PARAPET (SOUTH)

BUILDING D PARAPET (NORTH)

GROUND LEVEL RESTRICTED RETAIL TENACY

INDUSTRIAL

RL 44.400

BUILDING BGROUND LEVEL 1 RL 38.500

200

BUILDING D PARAPET BUILDING D PARAPET (SOUTH) (NORTH)

INDUSTRIAL

13 13

RL 45.500 RL 45.100

INDUSTRIAL

SELF STORAGE

SECTION F

RL 45.500

LEVEL 1 INDUSTRIAL LEVEL 1 INDUSTRIAL UNITS WITH OFFICE UNITS WITH OFFICE MEZZANINES MEZZANINES

OFFICE

RL 47.200

BUILDING B B LEVEL LEVEL 21 BUILDING RL 41.450

RL 44.300

F TP1.01 SCALE1 : 250

2016-06-08_329 Bay Road Cheltenham-Town Planning Submission

CHILDCARE CHILDCARE ATRIUM ATRIUM

SELF STORAGE

INDUSTRIAL

4600

2016-06-08_329 2016-06-08_329 Bay Bay Road Road Cheltenham-Town Cheltenham-Town Planning Planning Submission Submission

OFFICE

2400

Rothe Rothe Lowman Lowman Property Property Pty Pty Ltd Ltd ACN ACN 005 005 783 783 997 997

an Property Pty Ltd ACN 005 783 997

RL 47.200

BUILDING B LEVEL 2 BUILDING B LEVEL 3 RL 44.400

CHILDCARE ATRIUM

TITLE BOUNDARY TITLE BOUNDARY

D LEVEL RIAL UNITS

RL 50.850

BUILDING BUILDINGB BPARAPET LEVEL 3 RL 50.850

RL 44.300

2400

CHILDCARE ATRIUM

RL 45.850

RL 45.450

BUILDING B PARAPET

6180 6180 HEIGHT FROM HEIGHT NGL FROM NGL

MEZZANINE GROUND

S WITH NES

RL 45.850

3000

RL 45.100 42.000 RL

DEMOLITION

RL 50.850 EXISTING PARAPET

3000 3300

EXISTING BUILDING TO SELF STORAGE

3.04 3.04 CONCEPT CONCEPT AND AND MASSING MASSING

6720 6720 HEIGHT FROM HEIGHT NGL FROM NGL

EXISTING BUILDING

BUILDING D PARAPET MEZZANINE (NORTH)

RL 50.850 EXISTING PARAPET RL 45.450

RL 45.100

3300

ALTERATIONS TO EXISTING BUILDING TO SELF STORAGE ALTERATIONS TO

3.03.0DESIGN DESIGN EVOLUTION EVOLUTION AND AND RESPONSE RESPONSE

DEMOLITION

BUILDING D PARAPET BUILDING D PARAPET (SOUTH) (NORTH) RL 45.500

A B

7700 7700 HEIGHT FROM HEIGHT NGL FROM NGL

RL 45.500

A B

TITLE BOUNDARY TITLE BOUNDARY

BUILDING D PARAPET (SOUTH)

329 329BAY BAYROAD, ROAD,CHELTENHAM CHELTENHAM

EP02 EP04

RESTRICTED RETAIL

E TP1.01 SCALE1 : 250

GROUND LEVEL STRATA SELF STORAGE

EXISTING BUILDING

EP01

SELF STORAGE

2500

NEW EXTENSION MULTI-LEVEL SELF STORAGE

3.04 CONCEPT AND MASSING 4 CONCEPT AND MASSING

EP02 DRIVEWAY

E TP1.01 SCALE1 : 250

GROUND LEVEL STRATA SELF STORAGE

11586 11586 HEIGHT HEIGHT FROM NGL FROM NGL 3600 3600 2500

3.0 DESIGN 0 DESIGN EVOLUTION ANDEVOLUTION RESPONSE AND RESPONSE

3 TP2.01

BACKLIT SIGNAGE PANEL

BUILDING A PARAPET RL 50.000

BUILDING A LEVEL 2

RL 46.900

BUILDING B LEVEL 3 RL 47.200

329 BAY ROAD, CHELTENHAM RETAIL RESTRICTED

GROUND

2720

RL 38.500

4.0 DESIGN PROPOSAL

EP02

4.05 DEVELOPMENT PERSPECTIVES

EP01

EP04

SOUTH ELEVATION

1 TP0.02 SCALE1 : 250

EP01

DISCLAIMER: ROTHELOWMAN Property Pty. Ltd. retains all common law, statutory BAY ROAD law and other rights including copyright and intellectual property rights in respect of this document. DISCLAIMER: The recipient indemnifies ROTHELOWMAN Property Pty. Ltd. against all claims resulting from use of Pty. this document purpose than its ROTHELOWMAN Property Ltd. retainsfor all any common law,other statutory intended use, unauthorized changes or reuse of the document otherin law and other rights including copyright and intellectual propertyonrights projects of without the permission of ROTHELOWMAN Property Pty. Ltd. respect this document. Under no circumstance transfer of this Property document be Ltd. deemed a sale The recipient indemnifiesshall ROTHELOWMAN Pty. against all or constitute a transfer of of thethis license to usefor thisany document. claims resulting from use document purpose other than its intended use, unauthorized changes or reuse of the document on other   22/06/2016 3:41:44 PM projects without the permission of ROTHELOWMAN Property Pty. Ltd. Under no circumstance shall transfer this document be deemed a sale BACKLITofSIGNAGE TO FRONT AND SIDE PANEL or constitute a transfer of the license to use this document.

GROUND

GT02 CHILDCARE

 

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

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TITLE BOUNDARY





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



No -

FINISHES REFER TO MATERIAL SELECTIONS FOR DESCRIPTION AND COLOUR

SYMBOL LEGEND:

EP01 EXTERIOR PAINT TYPE 01 FINISHES REFER SELECTIONS FOR GT01 TO MATERIAL GLAZING TYPE 01 DESCRIPTION AND COLOUR MC01 METAL CLADDING TYPE 01 EP01 EXTERIOR PAINT TYPE 01



REVISIONS

SYMBOL LEGEND:



BUILDING B PARAPET

RL 43.300

RL 38.500

EP02

4.02 DRIVEWAY DEVELOPMENT PERSPECTIVES INDUSTRIAL

EXISTING BUILDING WITH NEW FACADE SELF STORAGE



RL 50.850

LEVEL 1

4.0 DESIGN PROPOSAL EP04

EP04

SELF STORAGE

RL 46.600

11500 HEIGHT FROM NGL

RL 41.450

329 BAY ROAD, CHELTENHAM

10600 HEIGHT FROM NGL

BUILDING B LEVEL 1

12350 HEIGHT FROM NGL

BUILDING B LEVEL 2 RL 44.400

CHILDCARE LEVEL 2



FEATURE PLANTER SCREEN

22/06/2016 3:41:44 PM MF02

GT01

GLASS BALUSTRADE BEHIND SCREENS

EP01

ROOF BEYOND

PROJECT TIT

BAY ROAD

Date Description 22.06.16 N ISSUE FOR PLANNING PERMIT

MIXED

By AW

329 - 345 BA

REVISIONS MF01

METAL FINISH TYPE 01

RF01

ROOF FINISH TYPE 01

MF01

METAL FINISH TYPE 01

RF01

ROOF FINISH TYPE 01

GT01

GLAZING TYPE 01

MC01

METAL CLADDING PERFORATED TYPE 01 SCREENS WITH MF02 FRAME

MF02

No -

PROJECT TIT

Date 22.06.16

Description ISSUE FOR PLANNING PERMIT

MIXED

By AW

329 - 345 BA DRAWING TIT



 



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

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





 

BUILDING A PARAPET RL 50.000

EP03

BUILDING A LEVEL 2 RL 46.900

3400

EP05 GT02

2100

3650

EP03 EP06

RL 47.200

GT01

CHILDCARE LEVEL 2 RL 46.600

EPO7

BUILDING B LEVEL 1 RL 41.450

GT03

GT03 GT02

11500 HEIGHT FROM NGL

GT03

2950

EP05

10600 HEIGHT FROM NGL

EP03

3300

2800

GT01 11562 HEIGHT FROM NGL

BUILDING B LEVEL 2 RL 44.400

13350 HEIGHT FROM NGL

GT03

LEVEL 1 RL 43.300

GT02

4800

MC03 2950

GT02 GT02

GROUND

MC03

RL 38.500

NEW POST AND RAIL GATE

RL 38.500

BOOSTER / METER AT FOOTPATH

GLAZING TO SIDE PANEL SIMILAR

49 SOUTH ELEVATION - SELF STORAGE

2 TP2.01 SCALE 1 : 100

DISCLAIMER: Perspective images are presented as an artist’s impression of the development. Landscaping shown on perspective images is indicative only and is subject to Landscape Architect’s

SOUTH ELEVATION - CHILDCARE

3 TP2.01 SCALE 1 : 100





SECTIO 

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DRAWING TIT

SECTIO

MC03

BUILDING B LEVEL 3



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

EP05

2100



SECTION E - BUILDING A WEST INDUSTRIAL ELEVATION SECTION E - BUILDING A WEST ELEVATION

MULTI-LEVEL SELF STORAGE

329 CHELTENHAM BAY ROAD, CHELTENHAM 29 BAY ROAD,

LEVEL 2 PLAN

rights including copyright and intellectual property rights in respect of this document. The recipient indemnifies ROTHELOWMAN Property Pty. Ltd. against all claims resulting from use of this document for any purpose other than its intended use, unauthorized changes or reuse of the document on other projects without the permission of ROTHELOWMAN Property Pty. Ltd. Under no circumstance shall transfer of this document be deemed a sale or constitute a transfer of the license to use this document.

4.05 PERSPECTIVE ARTISTS IMPRESSION ONLY

BOOSTER CAR PARK EXHAUST CARPARK INTAKE COMMS COLD WATER COURTYARD DOOR

426 GLEN HUNTLY RD 1 STOREY SHOP

ELEC F FHR G HL LE M

ELECTRICITY FEMALE FIRE HYDRANT GAS HIGH LEVEL (WINDOW) LOADING BAY EXHAUST MALE

MECH MFB MTRS M.U AIR PS P.O.S RESI

MECHANICAL METROPOLITAN FIRE BRIGADE METERS MAKE UP AIR PRIVACY SCREEN PRIVATE OPEN SPACE RESIDENTIAL

SP SPR SPRNKL'R T TYP W WG

S T R E E T

10080 MIN SETBACK

TITLE BOUNDARY 187° 47' 26" (13.890 m)

TITLE BOUNDARY 277° 25' 26" (27.006 m)

T 15.0 m²

T 27.9 m²

A/C

FHR

4500 SETBACK

B2.21 1 BED 55.7 m²

B2.11 1 BED 51.0 m²

B2.10 2 BED 78.8 m²

T 79.9 m²

T 42.0 m²

B2.22 2 BED 64.0 m²

A/C

CW ELEC

CM G

TITLE BOUNDARY 97° 25' 26" (5.058 m)

ROOF AHD 32.200

T 57.1 m²

A/C

B2.07 1 BED 49.7 m²

B2.06 1 BED 49.7 m²

B2.05 1 BED 49.7 m²

B2.04 1 BED 49.7 m²

B2.03 1 BED 49.7 m²

B2.02 1 BED 49.7 m²

T 28.3 m²

A/C A/C PS

B2.01 2 BED 69.7 m² A/C

T 16.6 m² A/C

R O A D

2-8 BEAVIS STREET 4 STOREY APARTMENTS

DIRT ROAD

1050 MIN

A/C

H U N T L Y

1 BEAVIS STREET 2 STOREY HALL

TITLE BOUNDARY 187° 36' 56" (12.255 m)

A/C

7250 SETBACK

TITLE BOUNDARY 7° 42' 56" (21.072 m)

B2.12 1 BED 52.3 m²

SPR

430 GLEN HUNTLY RD 1 STOREY SHOP

432 GLEN HUNTLY RD 1 STOREY SHOP

434 GLEN HUNTLY RD 1 STOREY SHOP

ROOF

463 GLEN HUNTLY ROAD 1 STOREY SHOPS

465 GLEN HUNTLY ROAD 1 STOREY SHOPS

469-477 GLEN HUNTLY ROAD 2 STOREY SHOPS

467 GLEN HUNTLY ROAD 1 STOREY SHOPS

PEDESTRIAN CROSSING

TITLE BOUNDARY 277° 25' 26" (4.897 m)

TRAM LINES S

436 GLEN 440 GLEN 442 GLEN 444 GLEN 446 GLEN 448 GLEN 450 GLEN HUNTLY RD HUNTLY HUNTLY HUNTLY RD HUNTLY HUNTLY HUNTLY RD RD RD RD RD 1 STOREY 2 STOREY 2 STOREY SHOP SHOP 1 STOREY1 STOREY 2 STOREY 2 STOREY SHOP SHOP SHOP SHOP SHOP

STAIR PRESSURISATION STAIR PRESS RELIEF SPRINKLER TERRACE TYPICAL WINDOW WINTER GARDEN

WTR XO

452 GLEN HUNTLY RD 1 STOREY SHOP

454 GLEN 456 GLEN 458 GLEN 460 GLEN 462 GLEN 464 GLEN HUNTLY HUNTLY RD HUNTLY RD HUNTLY RD HUNTLY RD HUNTLY RD RD 1 STOREY 2 STOREY 2 STOREY 2 STOREY 2 STOREY SHOP SHOP SHOP SHOP SHOP 2 STOREY SHOP

466 GLEN 470 GLEN 472 GLEN HUNTLY RD HUNTLY RD HUNTLY RD 1 STOREY 2 STOREY 2 STOREY SHOP SHOP SHOP

4 4 1 - 4 6 1 G L E N H U N T LY R D & 9 B E AV I S S T, E L S T E R N W I C K

ABBREVIATIONS SCHEDULE B'STER CE CI CM CW CY D

FHR

ELEC

PEDESTRIAN CROSSING 422-424 GLEN HUNTLY RD 1 STOREY SHOP

PEDESTRIAN CROSSING

4 4 1 - 4 6 1 G L E N H U N T LY R D & 9 B E AV I S S T, E L S T E R N W I C K DISCLAIMER: 4.0 DESIGN PROPOSAL HEADER ROTHELOWMAN Property Pty. Ltd. retains all common law, statutory law and other

TITLE BOUNDARY 277° 21' 37" (49.064 m)

PEDESTRIAN CROSSING

420 GLEN HUNTLY RD 2 STOREY SHOP

B2.20 1 BED 53.4 m²

B2.08 2 BED 63.2 m²

ROOF

G SSIN CRO RIAN EST PED

B E A V I S

WALKWAY

T A/C 24.2 m²

B2.09 2 BED 72.4 m²

7920 SETBACK

9850 SEPARATION PS

2780 SETBACK

G L E N

10 BEAVIS STREET 1 STOREY RESIDENCE

PEDESTRIAN CROSSING

418 GLEN HUNTLY RD 1 STOREY SHOP

A/C

COLES CONDENSERS BELOW

T 36.6 m²

A/C

T 15.0 m²

REAR ACCESS / CARPARK

A/C

T 30.3 m²

TITLE BOUNDARY 187° 36' 56" (16.000 m)

A2.18 1 BED 54.0 m²

T 17.2 m²

A/C

T 16.3 m² PS

A2.17 1 BED 46.4 m²

421-439 GLEN HUNTLY RD 2 STOREY SHOPS

412 GLEN 414 GLEN 416 GLEN HUNTLY HUNTLY HUNTLY RD RD RD 1 STOREY 1 STOREY 1 STOREY SHOP SHOP SHOP

B2.13 2 BED 66.3 m²

T 15.4 m²

419 GLEN HUNTLY RD 2 STOREY SHOP

T 25.5 m²

A/C 15.4 m² PS A/C

A/C

415 GLEN 417 GLEN HUNTLY RD HUNTLY 1 STOREY RD SHOP 2 STOREY SHOP

A/C

COMMUNAL GREEN SPACE

4520 MIN SETBACK

B2.19 2 BED 74.1 m²

A2.16 1 BED 46.4 m²

TITLE BOUNDARY 277° 36' 56" (18.560 m)

421A GLEN HUNTLY RD 1 STOREY SHOP

C2.03 3 BED 99.3 m²

B2.14 2 BED 75.8 m²

T 16.4 m²

PERGOLA OVER

A/C

T A/C 5.6 m²

B2.18 2 BED 81.7 m²

T 12.0 m²

19300 SEPARATION

A2.15 1 BED 46.4 m² T 15.4 m²

1600

T 18.3 m²

A/C

A/C PS

5030 SETBACK

A/C

FHR

72 ORRONG RD 1 STOREY BRICK BUILDING MEDICAL AND DENTAL CLINIC

COMMUNAL GREEN SPACE

T 39.1 m²

4500 ROAD CENTRE

TITLE BOUNDARY 277° 36' 56" (29.258 m)

POOL STORE

T 14.9 m²

4500 MIN SETBACK

RAMP TO CLINIC 8.3m @ 1:14

A/C

PRIVACY SCREEN

A2.14 1 BED 46.4 m²

T 6.0 m²

TERRACES BELOW

B2.17 1 BED 47.5 m²

ROOF BELOW

1600

C2.02 1 BED 57.5 m²

B2.15 1 BED 53.3 m²

T 15.4 m²

A2.19 1 BED 49.8 m²

A2.20 1 BED 50.8 m²

B2.16 2 BED 69.3 m²

PRIVATE DINING / FUNCTION ROOM

STORE 12.4 m²

CM G CW

T T A/C 6.1 m² 6.5 m²

A2.02 1 BED 51.0 m²

FIRE PIT

T 8.4 m²

1600

T 6.8 m²

SCREEN

9000 SEPARATION

7520 SETBACK

A2.01 1 BED 46.5 m²

T 7.9 m²

1600

A2.03 1 BED 45.7 m²

PS A/C

T 16.2 m²

FHR

AHD 31.400

T 6.8 m²

T 45.1 m²

VOID

A/C

1600

T 6.8 m²

A/C

A2.13 1 BED 47.4 m²

4020 MIN SETBACK

A2.12 2 BED 66.9 m²

C2.01 2 BED 77.5 m²

10m @ 1:20

A2.10 2 BED 75.7 m²

AHD 32.200

7m @ 1:14

T 9.3 m²

A2.09 2 BED 75.0 m²

A2.05 1 BED 46.5 m²

A2.04 1 BED 46.5 m²

O R R O N G

T 9.7 m²

TITLE BOUNDARY 7° 36' 56" (13.093 m)

A 53 ORRONG ROAD CARPARK

A2.06 2 BED 66.6 m²

T 9.9 m²

T 5.9 m²

1600

R O A D

A2.08 1 BED 48.9 m²

A/C

T 9.4 m²

SPA

A/C

SPR

TITLE BOUNDARY 7° 36' 56" (41.140 m)

POS

T 6.0 m²

A2.11 1 BED 43.7 m²

A2.07 2 BED 59.5 m²

A/C

ROOF SAUNA

14230 SETBACK

COURTYARDS BELOW

12 BEAVIS STREET 3 STOREY FLATS

GYM LAP POOL

TITLE BOUNDARY 96° 58' 56" (39.659 m)

TITLE BOUNDARY 96° 58' 56" (9.451 m)

12140 MIN SETBACK

9580 MIN SETBACK

XO T 8.0 m²

Working within such a large team was valuable experience, breaking the required documentation down into individually manageable components in order that the detail of the construction was coherently and consistently built up.

TITLE BOUNDARY 97° 36' 56" (54.690 m)

TITLE BOUNDARY 187° 47' 26" (27.432 m)

TITLE BOUNDARY 97° 36' 56" (20.120 m)

55 ORRONG ROAD 1 STOREY CHILDCARE

TITLE BOUNDARY 7° 49' 56" (4.566 m)

2 MAYSBURY AVENUE 1 STOREY RESIDENCE

11 BEAVIS STREET 1 STOREY RESIDENCE

POS

CAR PARK

8730 MIN SETBACK

76 ORRONG ROAD 2 STOREY FLATS

Rothelowman Architects

The documentation of this project, for which I joined the team, was an immense task as no two levels of the development were the same. In addition, there were the combined programs of a ground floor commercial space combined with multiple types of residential dwellings supported by numerous forms of amenities, such as pool and function room. Residential setbacks had also had a strong influence on the subsequent form of the building, staggering the massing and resulting in continuous detailing of the changing construction.

15420 MIN SETBACK

441-446 Glen Huntly Rd, Elsternwick

13 BEAVIS STREET 2 STOREY APARTMENTS

REVISIONS 4.0 DESIGN PROPOSAL HEADER No -

WATER CROSS OVER

Date 19.12.2014

Description TOWN PLANNING SUBMISSION

4.04 PERSPECTIVE ARTISTS IMPRESSION ONLY

19/12/2014 2:43:27 PM

By TL

PROJECT TITLE

MIXED USE DEVELOPMENT 441-461 GLEN HUNTLY ROAD, + 9 BEAVIS STREET ELSTERNWICK

SCALE: @ A1

PROJECT No:

DATE: 04/29/14

DRAWN BY: TL

1 : 250

214056

DRAWING TITLE

DWG No:

REV

LEVEL 2 PLAN

TP01.05

TOWN PLANNING BRISBANE LEVEL 2/56 BOUNDARY STREET SOUTH BRISBANE QLD 4101 AUSTRALIA

MELBOURNE LEVEL 1/153 STURT STREET SOUTHBANK VIC 3006 AUSTRALIA

T 07 3339 1330

T 03 9268 6800

www.rothelowman.com.au

ACN 005 783 997

project team: Stephen Blanche (associate), Adam Emerson (project leader), various (incl. Alex Williams) Rothe Lowman Property Pty Ltd ACN 005 783 997

F:\JOBS\214000\214056~ Glen Huntly Rd Elsternwick\Drawings & Graphics\2 - Town Planning\Indesign\214056-441-461 Glen Huntly Rd Elsternwick and 9 Beavis St_TP Application.indd

Rothe Lowman Property Pty Ltd ACN 005 783 997

F:\JOBS\214000\214056~ Glen Huntly Rd Elsternwick\Drawings & Graphics\2 - Town Planning\Indesign\214056-441-461 Glen Huntly Rd Elsternwick and 9 Beavis St_TP Application.indd

SITE

AHD 58.500

ROOF

AHD 56.711

AHD 56.700

SFL 56.200

LEVEL 9

SFL 53.200

LEVEL 8

AHD 51.300

SFL 50.200

8410 FROM NGL

SECTION AA

TWO STOREY SHOP

FOOTPATH

SFL 18.200

BASEMENT 3

1 BED

OFFICE

AHD 25.000 RESIDENTIAL LOBBY

FIRE WATER STORAGE TANK

CARRIAGE WAY

COLES CARPARK

RESIDENTIAL CARPARK

FIRE PUMP ROOM

RUBBISH

2 BED

SERVICES TRANSFER ZONE STRUCTURAL TRANSFER ZONE

COLES OFFICE

COLES CARPARK ENTRY / SHORT TERM CARPARK

MFB ACCESS

2 BED

CARPARK ACCESS FROM BEAVIS ST

4 4 1 - 4 6 1 G L E N H U N T LY R D & 9 B E AV I S S T, E L S T E R N W I C K 4.0 DESIGN PROPOSAL HEADER REVISIONS No -

Date 19.12.2014

Description TOWN PLANNING SUBMISSION

4.03 PERSPECTIVE ARTISTS IMPRESSION ONLY

LEVEL 6 LEVEL 5 LEVEL 4 LEVEL 3 LEVEL 2

LEVEL 1 UPPER

GROUND

SFL 53.200

SFL 50.200

SFL 47.200

SFL 44.200

SFL 41.200

SFL 38.200

SFL 35.200

SFL 32.200

RL 29.200

SFL 24.600

TOWN PLANNING BASEMENT 1

COLES CARPARK

RESIDENTIAL CARPARK

LEVEL 7

2 STOREY SHOPS

COLES CONDENSERS

COLES

3000

2 BED

3000

1 BED

2 BED

3000

1 BED

2 BED

LEVEL 8

3000

1 BED

2 BED

SUBJECT SITE BEHIND

LEVEL 9

3000

1 BED

2 BED

468 GLEN HUNTLY ROAD

3000

AHD 37.400

2 BED

SFL 56.200

BEAVIS STREET

3000

AHD 38.200

ROOF

463-467 GLEN HUNTLY RD 1 STOREY SHOPS

3000

3600

2800

4.01 PERSPECTIVE 19/12/2014 2:45:33 PM ARTISTS IMPRESSION ONLY 419 GLEN HUNTLY RD

SFL 21.000

BASEMENT 2

CARRIAGE WAY

3000

441-461 GLEN HUNTLY RD + 9 BEAVIS ST SUBJECT2 BED SITE

SUBJECT SITE BEHIND

4 4 1 - 4 6 1 G L E N H U N T LY R D & 9 B E AV I S S T, E L S T E R N W I C K 4.0 DESIGN PROPOSAL

GLEN HUN TLY ROAD

3600

3800

BASEMENT 1

SFL 21.000 DISCLAIMER: ROTHELOWMAN Property Pty. Ltd. retains all common law, statutory law and other BASEMENT 2 rights including copyright and intellectual property rights in respect of this document. SFL 18.200 The recipient indemnifies ROTHELOWMAN Property Pty. Ltd. against all claims resulting from use of this document for any purpose other than its intended use, unauthorized changes 3 or reuse of the document on other projects without the BASEMENT SFL 15.400 permission of ROTHELOWMAN Property Pty. Ltd. Under no circumstance shall transfer of this document be deemed a sale or constitute a transfer of the license to use this document.

1, 2 & 3 AT

BASEMENT 1

4600

421-439 GLEN HUNTLY RD - TWO STOREY SHOPS

ORRONG RD

STRUCTURAL TRANSFER ZONE SFL 24.600

SFL 28.000

PROJECT TITLE By TL

RESIDENTIAL CARPARK

441-461 GLEN HUNTLY RD + 9 BEAVIS ST SUBJECT SITE

MIXED USE DEVELOPMENT 441-461 GLEN HUNTLY ROAD, + 9 BEAVIS STREET ELSTERNWICK

SCALE: @ A1

1 : 250

DATE: 06/19/14

PROJECT No:

214056

CARRIAGE WAY DRAWN BY: AT/TL

DRAWING TITLE

DWG No:

SOUTH ELEVATION

TP02.01 BEAVIS STREET

REV

BRISBANE LEVEL 2/56 BOUNDARY STREET SOUTH BRISBANE QLD 4101 AUSTRALIA

SFL 21.000 MELBOURNE LEVEL 1/153 STURT STREET BASEMENT 2 SOUTHBANK VIC 3006 SFL 18.200 AUSTRALIA

2800

3000

GROUND

RL 29.200

LEVEL 1

T 07 3339 1330

T 03 9268 6800

www.rothelowman.com.au

ACN 005 783 997

2800

LEVEL 1 UPPER

SFL 31.400

SFL 32.200

BEAVIS STREET

3000

RL 28.400

SFL 34.400

SFL 35.200

LEVEL 2

SFL 15.400

ORRONG ROAD

3000

LEVEL 2

SFL 38.200

LEVEL 3

GROUND

RESIDENTIAL ENTRY A

AHD 57.300

AHD 47.900

SFL 37.400

SFL 41.200

LEVEL 4

LEVEL 1 UPPER

FOOTPATH

EXTENT OF BASEME NT CARPAR K LEVELS

SOUTH ELEVATION

LEVEL 3

SFL 44.200

LEVEL 5

SFL 24.600

COLES ENTRY COLES SIGNAGE

CARRIAGE WAY

LEVEL 4

LEVEL 6

NGL 24.890

NGL 24.440

419 GLEN HUNTLY RD TWO STOREY SHOP

AHD 32.569

SFL 47.200

BEAVIS STREET

AHD 33.300

8860 FROM NGL

SITE BOUNDARY

AHD 33.300

SITE BOUNDARY

26410 FROM NGL 31810 FROM NGL 33610 FROM NGL

34100 FROM NGL 32260 FROM NGL 26860 FROM NGL

ORRONG ROAD

LEVEL 7

BASEMENT 3

SFL 15.400

468 GLEN HUNTLY ROAD 2 STOREY SHOPS

TOWN PLANNING DISCLAIMER: ROTHELOWMAN Property Pty. Ltd. retains all common law, statutory law and other rights including copyright and intellectual property rights in respect of this document. The recipient indemnifies ROTHELOWMAN Property Pty. Ltd. against all claims resulting from use of this document for any purpose other than its intended use, unauthorized changes or reuse of the document on other projects without the permission of ROTHELOWMAN Property Pty. Ltd. Under no circumstance shall transfer of this document be deemed a sale or constitute a transfer of the license to use this document. 19/12/2014 2:50:27 PM

REVISIONS No -

Date 19.12.2014

SCALE: @ A1

PROJECT No:

DATE: 04/29/14

DRAWN BY: AT/TL

DRAWING TITLE

DWG No:

REV

SECTION AA

TP03.01

PROJECT TITLE Description TOWN PLANNING SUBMISSION

By TL

MIXED USE DEVELOPMENT 441-461 GLEN HUNTLY ROAD, + 9 BEAVIS STREET ELSTERNWICK

1 : 250

214056

BRISBANE LEVEL 2/56 BOUNDARY STREET SOUTH BRISBANE QLD 4101 AUSTRALIA

MELBOURNE LEVEL 1/153 STURT STREET SOUTHBANK VIC 3006 AUSTRALIA

T 07 3339 1330

T 03 9268 6800

www.rothelowman.com.au

ACN 005 783 997