PROFESSIONAL PORTFOLIO

PROFESSIONAL PORTFOLIO 2017-2021 MELBOURNE 2013-2014 SHANGHAI 1

KUNYU (KENNY) WANG Architect VIC Reg.20701 University of Melbourne Master of Architecture M: +61 415878807 E: kennywang0701@gmail.com

RETAIL

RESIDENTIAL / MIXED-USE HIGH-RISE

COMMERCIAL

PUBLIC & URBAN DESIGN

KARINGAL HUB (DELIVERY STAGE)

04

NORTH BLACKBURN SHOPPING CENTRE (DELIVERY STAGE)

06

PALLADIUM APARTMENTS (DELIVERY STAGE)

07

MORAY STREET APARTMENTS (TOWN PLANNING STAGE)

08

STATUE APARTMENTS (DESIGN DEVELOPMENT STAGE)

10

TOWN HOUSE PROJECTS (TOWN PLANNING STAGE)

11

HIGHPOINT HOTEL (SCHEMATIC DESIGN STAGE)

12

357 COLLINS STREET LOBBY UPGRADE (TOWN PLANNING STAGE)

12

STRATA 3 OFFICE BUILDING (TOWN PLANNING STAGE)

14

QUEENSBRIDGE STREET DEVELOPMENT (SCHEMATIC DESIGN STAGE)

14

SOUTHERN PROGRAM ALLIANCE (DESIGN DEVELOPMENT STAGE)

15

LIZE FINANCIAL BUSINESS DISTRICT, BEIJING (SCHEMATIC DESIGN STAGE)

19

3

RETAIL

GENERAL COORDINATION I have undertaken the following:

Hames Sharley is an Australian national practice with over 40 years specialising in architectural, interior design,

•

contractor specific to trade packages for early works, external works and Centre Management Offices Relocation

urban design, urban planning and landscape design. It employs approximately 200 people with offices in Adelaide, Brisbane, Darwin, Melbourne, Perth and Sydney. It ranks as the 94th leading architectural practice in the world in

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the role of Documentation Controller and the control of the Design Change Register required by the Tier #1 construction contractor to organise our documents and transmit to the relevant parties through Aconex

2021 in World Architecture 100 list by UK architecture publisher Building Design. I have been mainly working on retail and commercial projects under the supervision of Director Harold Perks and Principal Simon Dyer since I joined

the responsibility for the coordination of technical documentation with external design consultants and the

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coordinations with the contractor and consultants to finalise the variation works and tenancy leasing works

the team.

KARINGAL HUB REDEVELOPMENT

2019-2021

LOCATION: Frankston, VIC

EMPLOYER: Hames Sharley

AREA: 50,603 m2

SUPERVISOR: Harold Perks (Director)

IMAGE BY VILLA & VILLA

COST: $160 Million

KARINGAL HUB, FRANKSTON, AUSTRALIA

This project is an extension to the existing shopping centre as well as upgrading the remaining undemolished sections of the centre. Since I joined the project team, the project had been novated and I have been working from the tendering stage to nearly the end of the construction stage. We have also experienced several value management processes to reduce the scope, which led to design changes, Town Planning Secondary Consent, and re-documentation of tendering and construction drawings for Building Permit. We initially had a team of approximately 10 people on this project, when I received my first task to be in charge of the coordination and documentation of the external works, while currently it is basically myself to assist the project leader running the project. My duty is to cover for the project leader when he is resourced to other projects or absent, such as replying to the builder’s RFI’s and updating the drawings. When additional work was requested by the head contractor, I assisted the director to raise our fees for variations according to the personnel, charge-out rates and estimate of time, and then worked on the coordination and documentation after being approved.

Hames‐TRANSMIT‐000148 ISSUED 17/04/2020

21/04/2020 23/04/2020 21/04/2020 23/04/2020

Date

21072 KARINGAL HUB - DESIGN CHANGE REGISTER Hames‐TRANSMIT‐000148 ISSUED 17/04/2020 Ground Zone 1 ‐ ST C FB Column added after confirmation from Irwin.

AACVIC‐SUBADVICE‐000069 AACVIC‐SUBADVICE‐000069

A201 A201, A206 A201 A201, A206

ACONEX/VQ Ref.

Sheet Issued

23/04/2020 22/04/2020 23/04/2020 10/01/2020 23/04/2020 22/04/2020 23/04/2020 10/01/2020 20/04/2020 23/04/2020 20/04/2020 10/01/2020 23/04/2020 10/01/2020 23/04/2020 10/01/2020 23/04/2020 9/01/2020

Probuild‐HCADV‐000647 Probuild‐HCADV‐000621 Probuild‐HCADV‐000647 Probuild‐HCADV‐000397 Probuild‐HCADV‐000621 Probuild‐HCADV‐000397 Probuild‐HCADV‐000564 Probuild‐HCADV‐000638 Probuild‐HCADV‐000564 Probuild‐HCADV‐000632 Probuild‐HCADV‐000638 Probuild‐HCADV‐000654 Probuild‐HCADV‐000632 Probuild‐HCADV‐000654 VM ‐ PCA‐MRK‐A.1

24/04/2020 9/01/2020 24/04/2020 24/04/2020 17/01/2020 24/04/2020 17/01/2020 24/04/2020 17/01/2020 24/04/2020 24/04/2020 15/01/2020 24/04/2020

VM A.37 VM VM A.37 VM

A206, A770 A206 A206, A770 A271 A202, A203, A204 A206 A202, A203, A204 A271 A164, A166 A161 A164, A166 A271 A166 A161 A271 A164 A166 A271 A164 A110, A 202, A203

AACVIC‐SUBADVICE‐000069 Irwin‐GCOR‐000221 AACVIC‐SUBADVICE‐000069 Email from IRWIN ‐ WIP CAD Irwin‐GCOR‐000221 Email from IRWIN ‐ WIP CAD

Material Schedule Material Schedule Material Schedule A400, A500 SERIES A172 TD‐M03‐01 to TD‐M03‐07 A271 A172 A141 A171.1 A271, A531 A271 A271,A275 A171.1 A271, A531 A213 A271,A275

West & East Carpark Exhaust Ground Zone 1 ‐ ST C West & East Carpark Exhaust

TK FB

Carpark exhaust on West and East modelled.

Column added after confirmation from Irwin.

West ‐ Penetrations on Mezz GF Roof added/adjusted. 2HR FR block + Stud+PB add on GF tenancy TK Carpark exhaust on West and East modelled.

HSV-AR-REG-003 trolley bay shortened West ‐ Penetrations on Mezz GF Roof added/adjusted. 2HR FR block + Stud+PB add on GF tenancy REV: 9 East ‐ Penetrations on Mez and GF add/adjusted. 2HR FR block on Mez Valve room and GF loading dock. trolley bay shortened

HS East ‐ Penetrations on Mez and GF add/adjusted. 2HR FR block on Mez Valve room and GF loading dock.

Area / Location Description / Comments Of Model Changes Sub‐station and LG carpark FB Updated Sub‐station to Zinfra design and incorporated external trench setout to GA plan Author North West Entry portal ASP Portal moved 51mm north Sub‐station and LG carpark FB Updated Sub‐station to Zinfra design and incorporated external trench setout to GA plan ROOF ‐ COLES, ALDI & Roof between gridlines K4/K10a and KAa/KU was lowered by 338mm (Entertainment, Coles, Aldi).

Updates to correlate to Control DG CP updates on GA's, demolition/relocation of clouded CL's, and updates on licensed seating areas North West Entry portal ASP Portal moved 51mm north ENTERTAINMENT Lease Plan ‐ Revision R Updates to correlate to Control DG CP updates on GA's, demolition/relocation of clouded CL's, and updates on licensed seating areas ROOF ASP Box Gutter running along gridline K10a was moved 600mm south to be placed out of Coles and Aldi Parking Zone D3 KW Existing kerbs were re‐profiled and made good.

Lease Plan ‐ Revision R premises. The façade for those premises has been affected.

Parking Zone A1 KW E.O.T was removed from this area and replaced by car bays.

Parking Zone D3 Existing kerbs were re‐profiled and made good.

ROOF ASP Roof between gridlines K10a/K16 and KAa/KL was lowered by 338mm Parking Zone D3 KW The kerb and roadway were re‐aligned to avoid clashing with retaining wall.

Parking Zone A1 E.O.T was removed from this area and replaced by car bays.

ROOF ‐ FRESH FOOD MARKET ASP Roof between gridlines K10a/K16 and KK/KS was rotated 90 degrees and divided into 4 sections.

Parking Zone D2 KW The retaining wall was moved by 1m to the west.

Parking Zone D3 The kerb and roadway were re‐aligned to avoid clashing with retaining wall.

ROOF ASP Roof covering premises between gridlines K16/Y and KAa/KN was lowered by 325mm Parking Zone D2 KW The retaining wall was moved by 1m to the west.

GROUND FLOOR DG Ramps at western mall (entertainment) and fresh food hall updated; incorporated new ramp at service Hames‐TRANSMIT‐000158 ISSUED 23/04/2020 mall (existing centre court) Hames‐TRANSMIT‐000158 ISSUED 23/04/2020 Parking Zone F1 DK Updated Shade Sail material specification GROUND FLOOR DG Added existing columns for design development only Mezzanine Level DK Removed waterproofing to Mezzanine carpark slab Parking Zone F1 Updated Shade Sail material specification Hames‐GCOR‐000017 ISSUED 10/01/2020 Mezzanine Level DK Removed waterproofing to Mezzanine carpark slab Hames‐TRANSMIT‐000159 ISSUED 24/04/2020 General Parapet Walls ASP Parapets were adjusted to comply with roof heights and box gutters installation Hames‐TRANSMIT‐000159 ISSUED 24/04/2020 loading dock TK Door to loading dock KA&K20 not to be demolished (was picked up on 27th March GA A202) Coles KW Internal modelling for Coles ‐ Preparation for Coles Drawings to be Submitted on 17/01 West & East Carpark Exhaust TK Carpark exhaust on West and East modelled. loading dock Door to loading dock KA&K20 not to be demolished (was picked up on 27th March GA A202) Overall Demolished Works Plan KW Revision for Building Permit ‐ Demolition boundary change, Reinstatement of walls and joinery & Car park Roof TK Extent of proposed roof and demolition of existing roof change @ Grid K18 between KL&KP West & East Carpark Exhaust Carpark exhaust on West and East modelled. change Plant deck layout updated TK Plant deck updated as per Irwin's WIP dwg. Plant deck number rearranged.

Roof Extent of proposed roof and demolition of existing roof change @ Grid K18 between KL&KP Dock B FB Change steel floor and structure to concrete and masonry. New landing added to ramp PV layout and access walkway adjusted to fit.

Plant deck layout updated TK Plant deck updated as per Irwin's WIP dwg. Plant deck number rearranged.

4

KARINGAL HUB REDEVELOPMENT

CENTRE MANAGEMENT RELOCATION

THE EXTERNAL WORKS

According to the Principal’s Project Requirement (PPR), the Tier #1 construction contractor is to provide continual access to Centre Management Office at all times during the development works, however the current office area © COPYRIGHT. USE FIGURED DIMENSIONS IN PREFERENCE TO SCALED. ALL DIMENSIONS TO BE VERIFIED AND CHECKED ON SITE.

REFER TO A162 FOR CONTINUATION KR

KS 4930

KT

KU

5000

KV

8500

KW

7500

KX

8400

KY

8400

KZ

8400

KZa

8400

KZb

8400

KZc

8400

KZd

8400

needs to be demolished. Therefore, we had to help the shopping centre to relocate their security room, maintenance

Key Plan

KZe

8400

KZf

8400

KZg

8400

KZh

8400

KZj

8400

KZk

8400

NORTH

8400

room, cleaners room and cleaners utility room with new designs. These seem to be simple tasks, however, they

250

2726

4900

TYPICAL

1330

6400

AISLE 590 770

620

9 NEW CAR BAYS

947

CL

65000 17 NEW CAR BAYS

52000

4190

10.

4900 TYPICAL

11.

2600

2600

13.

14.

15.

635

DARY

2990 CL

BOUN SITE

18.

19.

LNC001

14

5990

4570

6400

AISLE

2600

1

5410

TYPICAL

B1 CON020

2.

CON020 B1

3130

LIG001 CL

EXSTG. KERB

7335

8 NEW CAR BAYS

GP

CON020 B1

750

CL 7650

20800

NEW RETAINING WALL REFER TO CIVIL SPECS AND DRAWING .

766

1

7290

8

° 55 3.

10

1960

1230

EXIST. TREES TO REMAIN

4674

1831

CL

1

1

CON020

5126

1650

4820

4

17.

3726

4900

200

2600

LMP002

310 CON020

TYPICAL

16.

1.

1

5050

4900

1

14 EXISTING CAR BAYS

TOPOGRAPHY ASPHALT, CARDNO, REFER TO DRAWING ML/RIT 14.2.19 V181380

LMP001

LNC001

BOL002A

CON020 B1 B2

LMP001

EXISTING LANDSCAPE

LNC001

EXIST. KERB

CON020 B1

B2

CON020

1

CON020

CON020 B2

2600

4

TYPICAL

R 211

4.

00

8400

14

4900

1

TYPICAL

LNC001

BOL002A

3.

1

2096

LMP001

CON020

BOL002A

BOL002A

GRADE NEW LEVEL TO EXISTING LEVEL MAX. 1:21

LIG001

BOL001

1

16

16 EXISTING CAR BAYS

465 3348

6400

AISLE

2404

CL

1090

3167 2154

3130

6440

AISLE 4900

•

coordination with the hydraulic engineers to propose the flow waste with localised fall to divert to the nearest loading dock

CL

coordination with the electrical engineers to confirm the types and height of GPO’s in order to avoid the damage

2000

2600

TYPICAL

TYPICAL

18 NEW CAR BAYS

5600

46800

4740

R 59 5 1844

2060

6480

5156

6 4600

LNC001 3488 B1

B1

CON020 B1

CON020

LIG001

1 7 NEW CAR BAYS

Project

KARINGAL HUB REDEVELOPMENT 330 Cranbourne Road, Frankston VIC 3199

compliance with the floor slip resistance rating

7

CON020

3866

liaison with the building surveyor to ensure the egress path clearance, the door clearance, and the floor finish in

0 R 91

CL

sourcing for a particular kitchen type to suit the architectural layout coordination with the mechanical engineers to propose the exhaust duct system connected to the roof plant deck

•

AISLE COR001

2600 TYPICAL

furniture and equipment to be moved in, new partition wall types, demolition of existing chainwire mesh, and

•

hamessharley.com.au +61 3 9977 9210

LMP001

Drawing Title

LMP001

18

EXTERNAL WORKS PART PLAN ZONE D Drawn By

1 : 200

liaison with the contractor to confirm the quantity of GPO’s, preferable finishes for floors and walls, the size of

•

T3

6 NEW CAR BAYS

22 12

EXTERNAL WORKS PART PLAN - ZONE D

•

EXTERNAL WORKS UPDATE EXTERNAL WORKS CHANGE UPDATE LIGHT POLE COORDINATION UPDATED EXTERNAL WORKS ISSUANCE EXTERNAL WORKS ISSUANCE LANDSCAPE DEMOLITION PLANS ISSUED FOR BUILDING PERMIT POST TENDER COORDINATION TENDER SET (T2) TD COORDINATION ISSUANCE 16 TD COORDINATION ISSUANCE 15 DD COORDINATION ISSUANCE 14 TD COORDINATION PARTIAL DESIGN DEVELOPMENT FOR TENDER DK Partial Design Development for Tender Initial Description

In Partnership With

R

1

documentation for new plans, elevations, sections, details and preparation for finish/FF&E schedule

from the potential splash of liquids and chemicals NEW RETAINING WALL REFER TO CIVIL SPECS AND DRAWING .

18200

1

R 595

CON020

0 12.07.2019 Rev. Date

KW KW KW DK DK DK DK DK DK DK DK DK CF DK

independent site visit on behalf of Hames Sharley to meet the contractor and take measurements and photos

•

TYPICAL

CL

16

23.04.2020 07.04.2020 31.03.2020 17.03.2020 02.03.2020 24.01.2020 13.12.2019 04.12.2019 06.09.2019 26.08.2019 21.08.2019 13.08.2019 12.08.2019 18.07.2019

•

4900

R 12 20

2175

K24

CON020

7.

14 13 12 11 10 9 8 7 6 5 4 3 2 1

Client

CL 1300

7200

2055 EXISTING ELEC POLE LIGHTING

3488

7

LMP002

DESCRIPTION 150DIA 1200H GALV CONC FILLED BOLLARD 150DIA 1500H SS BOLLARD ACROD BAY BOLLARD CONCRETE FOOTING CONCRETE PAVING CONCRETE KERB GALVANISED STEEL TROLLEY CORRAL STEEL CARPARK BARRIER CARPARK LIGHT POLES LINEMARKING PAINT REFER TO CIVIL ENGINEER'S DRAWINGS FOR EXTENT, TYPE & SPECIFICATION CAR BAY LINEMARKING. REFER TO TO CIVIL ENGINEER'S DRAWINGS FOR EXTENT, TYPE & SPECIFICATION GARDEN BED EXTERNAL STICK ON TACTILE CONCRETE WHEELSTOP

I was in charge of the Centre Management Office Relocation, which includes the following:

REFER TO AND COORDINATE WITH LANDSCAPE CONSULTANT’S (TRACT) DRAWINGS FOR LANDSCAPING PROPOSAL INCLUDING TOWNSQUARE LANDSCAPING, TREE PLANTING AND REMOVAL, PLANTERS, HARDSCAPE FINISHES, GREEN WALLS, ETC. REFER TO AND COORDINATE WITH SERVICES CONSULTANT’S (ADP) DRAWINGS FOR SERVICES PROVISION INCLUDING ALL IN-GROUND SERVICES, SERVICES DIVERSION PROPOSAL, EXTERNAL LIGHTING, HYDRAULIC DESIGN, WET-FIRE SERVICES, ELECTRICAL SERVICES, GAS SERVICES, WASTEWATER DESIGN, GREASY WASTE, ETC. REFER TO AND COORDINATE WITH CIVIL CONSULTANT’S (IRWIN) DRAWINGS FOR CIVIL DESIGN INCLUDING EXTENT OF REGRADING, PROPOSED CIVIL LEVELS, SOAK WELLS, DRAINAGE, STORMWATER DETENTION TANK DESIGN, RAINWATER HARVESTING TANK DESIGN, KERB TYPES, ETC. REFER TO AND COORDINATE WITH SPECIALIST LIGHTING CONSULTANT’S (GLOWING STRUCTURES) DRAWINGS FOR EXTERNAL FACADE LIGHTING PROVISIONS, AWNING LIGHTING PROVISIONS, LANDSCAPE LIGHTING PROVISIONS, ETC. REFER TO AND COORDINATE WITH SIGNAGE & WAYFINDING CONSULTANT’S (STUDIO AT LARGE) SCOPE FOR SIGNAGE LOCATION & DESIGN, POWER PROVISIONS TO ILLUMINATED SIGNS, ENVIRONMENTAL SUPER GRAPHICS, ETC. WHENEVER DEMOLITION WORKS AFFECTS SURROUNDING LANDSCAPE, KERBS, PLATFORMS, ROADS ETC., CONTRACTOR IS TO MAKE GOOD TO EXISTING CONDITION. TRAFFIC LINE MARKINGS TO BE COORDINATED WITH TRAFFIC CONSULTANT'S DOCUMENTATION.

3566

2823

14

SIGN TO BE RELOCATED TO CONCRETE AREA

NEW PED. ISLAND

B1

CON020

16 EXISTING CAR BAYS

1

BOL001

7 CON020

2600 TYPICAL

TAG BOL001 BOL002A BOL010 CON005 CON010 CON020 COR001 CRB001 LIG001 LMP001

LNC001 TAC010 WHS001

LNC001

B1

EXISTING KERB TO BE REPROFILED AND MADE GOOD

LMP001

00 R 14

4177

1

1947

K23

1

1324

MOUNTABLE KERB AND CHANNEL TYPE B2

2030

16 EXISTING CAR BAYS

RETAIN LANDSCAPE ISLAND

200

3488

4900

M2

16 CON020

258 CAR BAYS

CON020 B1

LMP001

7200 AISLE

3406

AISLE

PARKING ZONE D3

EXIST. KERB

SIGN TO BE RELOCATED TO CONCRETE AREA

1

BOL001

15

TYPICAL

MW

REMOVED TREE REFER TO LANDSCAPE ARCHITECT'S SPECS/ DETAILS

LMP001

R 59 5

DEMOLISHED BUILDING LANDSCAPE ELEMENT

BARRIER KERB AND CHANNEL TYPE B2

LIG001

CL

18190

2020

EXIST.

6.

1. CIVIL DRAINAGE DESIGN SUBJECT TO CHANGE 2. CIVIL KERB TYPES SUBJECT TO CHANGE 3. LANDSCAPE DESIGN IS BASED ON TENDER DESIGN AND SUBJECT TO CHANGE

EXISTING LINEMARKING, BITUMEN & KERBS SHOWN IN RED DASHED LINE TO BE REMOVED

6 NEW CAR BAYS

6078

BARRIER KERB TYPE B1

B2

6

6

1324

NEW PED. ISLAND

K22

CON020

COR001

1

EXIST. KERB

B1

MELBOURNE WATER DRAINAGE PIT REFER TO CIVIL ENGINEER'S DETAIL

TYPICAL

1

1900

RETAIN LANDSCAPE ISLAND

BOL001

DEMOLISHED EXISTING RAISED PAVING AND KERB

SIDE ENTRY PIT REFER TO CIVIL ENGINEER'S DETAIL

1

7 NEW CAR BAYS

14

DEMOLITION LEGEND

4900

R

2070

K21

230

LMP002

LMP001

2000 2740

EXIST. KERB

TYPICAL

5400

CON020 16 EXISTING CAR BAYS

15 EXISTING CAR BAYS

SEP

TRENCH GRATE REFER TO CIVIL ENGINEER'S DETAIL

16

2790

8400

EDGE STRIP TYPE ES

10

SIGN TO BE RELOCATED TO CONCRETE AREA

RETAIN LANDSCAPE ISLAND

8400

STORMWATER TREATMENT SYSTEM REFER TO CIVIL ENGINEER'S DETAIL

ES

1

EXISTING KERB TO BE REPROFILED AND MADE GOOD

8400

JUNCTION PIT REFER TO CIVIL ENGINEER'S DETAIL

4

WHS001

1

3712

SEP

1875

2600

5° .4

GRATED PIT REFER TO CIVIL ENGINEER'S DETAIL

JP

WHS001

15600

R 590

GP

WHS001

6

76

EXTERNAL FINISH REFER TO LANDSCAPE ARCHITECT'S SPECS/ DETAILS

8400

CON010 CONCRETE PEDESTRIAN PAVEMENT REFER TO CIVIL ENGINEER'S SPECS TO ACHIEVE SLIP RESISTANCE IN ACCORDANCE TO BCA D2:14

WHS001

1

TOWN SQUARE BOUNDARY

VEHICULAR ASPHALT REFER TO CIVIL ENGINEER'S SPECS/ DETAILS

LNC001 LANDSCAPING REFER TO LANDSCAPE ARCHITECT'S SPECS/ DETAILS

NEW PED. ISLAND

2803

2030

R 605

DRAINAGE EASEMENT (MELBOURNE WATER)

BOL001

K20

EXISTING KERB TO BE REPROFILED AND MADE GOOD

CON020

1195

EXISTING TREE REFER TO LANDSCAPE ARCHITECT'S SPECS/ DETAILS

5400

8400

HEAVY DUTY VEHICULAR CONCRETE REFER TO CIVIL ENGINEER'S SPECS/ DETAILS

PROPOSED TREE REFER TO LANDSCAPE ARCHITECT'S SPECS/ DETAILS

PROPOSED BIKE PATH (FINISH TO LANDSCAPE ARCHITECTS, SUBSTRATE TO CIVIL ENGINEER )

2400 TYPICAL

TYPICAL

10 EXISTING CAR BAYS 14

1

3319

59 0

3996 LMP001 657

BOL010

14400 4 NEW DDA CAR BAYS

2404

BOL010 LMP001

1795

K19

LEGEND

5.

10400 4 NEW CAR BAYS

2610

2836

14 EXISTING CAR BAYS

LMP001

TAC010

SITE PHOTOS OF NEW OFFICE LOCATIONS

CONTRACTOR MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING ANY WORK ON SITE OR PRODUCING SHOP DRAWINGS WHICH MUST BE SUBMITTED FOR REVIEW BEFORE MANUFACTURING. ASSEMBLE ALL BLOCKWORK WALLS IN ACCORDANCE WITH WALL STIFFENING AND SUPPORT DETAILS ON STRUCTURAL ENGINEER’S DRAWINGS. ENSURE CIVIL WORKS CONTRACTOR AND PLUMBING CONTRACTOR COORDINATE AND ALLOW FOR STORMWATER COLLECTION SYSTEM TO BE CONTINUOUS FROM BUILDING FACE TO STORMWATER SYSTEM. REFER TO CIVIL DOCUMENTATION FOR SIGNAGE, SPEED HUMPS, STORMWATER, DRAINAGE AND LEVELS & GLIMMERING. UNLESS NOTED OTHERWISE (REFER TO ARCHITECTURAL FINISHES SCHEDULE AND STRUCTURAL DOCUMENTATION) CONTRACTOR TO ALLOW TO PAINT ALL EXPOSED STRUCTURAL STEELWORK WITH MICACEOUS IRON OXIDE PAINT. REFER TO THE ARCHITECTURAL FINISHES SCHEDULE AND SPECIFICATION FOR POWDER COATING REQUIREMENTS AND COLOURS TO ALUMINUM JOINERY. REFER TO THE ARCHITECTURAL SAMPLES SCHEDULE FOR GLAZING AND FRAMING SAMPLE REQUIREMENTS. REFER TO ARCHITECTURAL SLAB DRAWING FOR CONCRETE HOBS BELOW GLAZING, WHERE APPLICABLE. REFER TO SPECIFICATION AND MATERIALS SCHEDULE FOR DETAILS OF CEILING FINISHES AND ASSOCIATED FIXTURES. REFER TO ELECTRICAL, MECHANICAL DOCUMENTATION IN CONJUNCTION WITH THIS DRAWING TO COORDINATE CEILING MOUNTED SERVICES. REFER TO ARCHITECT ANY DISCREPANCIES OR CLASHES BETWEEN SERVICES TO BE INSTALLED. FOR INTERNAL FLOOR FINISHES REFER TO V&V REFER TO ARCHITECTURAL ELEVATIONS AND FINISHES SCHEDULE FOR PAINT FINISH TO EXPOSED EXTERNAL FACE REFER ALSO TO STRUCTURAL ENGINEER FOR CONCRETE DESIGN REFER TO INTERIOR DESIGNER FOR INTERNAL FINISHES WHERE PANELS ARE ENCLOSING A COMMON SPACE REFER TO THE MAJOR TENANCY DOCUMENTATION WHERE PANELS ARE ENCLOSING A MAJOR TENANCY ENSURE FIRE RATED SEALING BETWEEN PANELS IS ACHIEVED WHERE REQUIRED, REFER FIRE ENGINEERING REPORT ALL EXPOSED LIFTING EYES TO BE FILLED AND SANDED FLUSH PRIOR TO PAINT FINISH CLASS 2 FINISH REQUIRED FOR EXPOSED FACES, REFER ARCHITECTURAL SPECIFICATION FINAL CO-ORDINATION WITH VERTICAL TRANSPORT CONTRACTOR REQUIRED TO FINALISE CLEAR OPENINGS IN PRECAST PANELS

EXTERNAL WORKS NOTES:

LNC001

2323

1

CON020

TYPICAL

CL

RL 65.099 m

12 NEW CAR BAYS

31200 LMP001

1

3274

RL 65.041 m

K18

LMP001

LMP001

1180

LMP002

CL 1200

CL

RL 65.030 m RL 64.964 m

CL 150

LMP001 LMP001

4500

4900

13

1

CL

LIG001

2700

RL 64.807 m

5

LMP001

5 EXISTING CAR BAYS

6

B2

RL 64.921 m

12.

CON020 B1

CON020 B2

10400

RL 64.866 m

2790

23400

215

1730

4232

3470

25 NEW CAR BAYS

9.

TYPICAL

4900 TYPICAL

TYPICAL

6139

3510

CL

3100

3510

1390

690

620

1820

1200

2600

580

CL

2410

1740

2600

TYPICAL

2679

520

13000

TYPICAL

4900

790

2525

R 122 59 AISLE

6429 4900

TYPICAL

5 NEW CAR BAYS

293

294

526 1750

R

TYPICAL

2657

238 2244 994

20 NEW CAR BAYS

4109

4900

TYPICAL

2263

4327 3400

1474

2005

4386 7840

6720

3250

CL

4900

TYPICAL

3130

° 44.00

4200

GP

LMP001

2600

RL 64.805 m

RL 65.099 m PLANTER

TAC010

5126

LIG001

TYPICAL

CON020

8

RL 64.866 m

RL 64.796 m

CANOPY ABOVE

CON005

FRESH FOOD MARKET ENTRY

50 18

CL 900

418

TYPICAL

4900

4900

13

4 NEW CAR BAYS

LIG001

CL

LMP001

352

426 TAC010

2150 RL 64.396 m

7.

8.

TYPICAL

LMP001

CON020

RL 64.396 m

CON020

RL 64.366 m

6.

PARKING ZONE D2 102 CAR BAYS

1500

RL 63.836 m

4200

1

R FE RE ER'S DINGGINE -GRA EN RE CIVIL TO ECS SP

RL 64.366 m 736 CL

K16

K17

TYPICAL

4900

6 2600

1

5.

3665

TYPICAL

LIG001

1

RL 63.776 m

4900

TYPICAL

RL 63.753 m

CON010

LIG001

13 EXISTING CAR BAYS

1

TYPICAL

4900

TYPICAL 7041

1059

TYPICAL

B2

4.

LMP001

15600

SIGNS TO BE ASSESSED BY CENTRE MANAGEMENT LMP001 SERVICE FOR FUTURE RELOCATION

RL 64.806 m

2600 CON020

6

AISLE

LMP001

3.

CL 150

COR001

EXIST.

4936

LMP002

CL

13 EXISTING CAR BAYS

8 NEW CAR BAYS

2 A620

SIGN TO BE ASSESSED BY CENTRE MANAGEMENT SERVICE FOR FUTURE RELOCATION

LMP001

LMP001

20800 CRB001

K15

408

385

RE-GRADING REFER TO CIVIL ENGINEER'S SPECS SIGN TO BE ASSESSED BY CENTRE MANAGEMENT SERVICE FOR FUTURE RELOCATION

3450

2600

TYPICAL

LMP002

1

0 86

1

RL 63.459 m

8400

1 : 200

M2

TYPICAL

400

R CON020

2600

450

CL

CARPARK LEVELS UNDER LOADING DOCK

THIS DRAWING SHOWS THE ARCHITECTURAL INTENT FOR THE LEVELS UNDER THE LOADING DOCK AND IS COORDINATED WITH CIVIL ENGINEER. FOR CONSTRUCTION, THE DETAILED CIVIL ENGINEER'S GRADING LEVELS SHOULD BE FOLLOWED

4900 TYPICAL

B1 CON020

3109

LOADING DOCK ABOVE

6530

SUBJECT TO REVIEW

BY CARDNO

26

2.

UNDERGROUND TANK, REFER CIVIL SPECIFICATIONS

4650

12

LMP001

LNC001

R

1625

7893

6 NEW CAR BAYS

RL 62.825 m

K14

16330

K13

RL 62.825 m

TAC010

EXIST. KERB

LMP001

780

8400

RL 62.825 m

6

2600

LMP001

6

LMP002 6 NEW CAR BAYS

170 1620

TYPICAL

2600

1.

4900 TYPICAL

B2 CON020

7900

6 NEW CAR BAYS EXISTING LINEMARKING, BITUMEN & KERBS SHOWN IN RED DASHED LINE TO BE REMOVED

1

CON020 B2

TAC010

TAC010

TYPICAL

AISLE

3726

CON020

20

LMP001

15600

AISLE

6518

400

LOADING DOCK ABOVE

8400

RL 62.825 m

REFER TO A163 FOR CONTINUATION

LOADING DOCK ABOVE

2267

88 5 R

1700

SEP 747

26

212 CAR BAYS

195

LIG001

B2 CON020

1

6329

PARKING ZONE D1

6 CL

1

170 1754

385

86 0

RL 62.825 m

TO MEZZANINE CAR PARK

RL 62.825 m

1390

11 50

R

GP

CON020

R

CON020

T3

2600 TYPICAL

LMP001

6

6 NEW CAR BAYS 15430

1785

6

RL 62.825 m

B2 CON020

1050

470

K13

K12

49

350 19.48°

CL

3300

1700

LOADING DOCK ABOVE

200 CON010

828

RL 62.825 m

CON020

15430

RL 62.825 m

W

1

CON020

7050

8276

COR001

60 10

LMP002

AISLE

6 NEW CAR BAYS

B1

1

520

TO MEZZANINE CAR PARK

8400

RL 62.825 m

6

R

CON020

LNC001

EXISTING LANDSCAPE

7 5 EXISTING CAR BAYS

15600

NEW KERB

363

11 50

1220

1196

R

TYPICAL

1

695

25 LMP002

CON020

20

4483

958

TYPICAL

5200

8400

1500

200 CON020 B2

1090 LMP001

9800

B2

LNC001

GENERAL NOTES

6400 LNC001

3274

LNC001

1

LMP001

2600

CON020

766

LMP002

LMP001

TYPICAL

50 R 28

RL 62.825 m

1

B1

LIG001

2600 TYPICAL

B1 CON020

6646

8 NEW CAR BAYS

LMP001

6400 AISLE 3130

LIG001

7

B1

CON020

8

WHS001

LMP002

4900

2600 TYPICAL

CL

20800

3126

GP

CL

7900

5

1307

LMP001

1577

7050

B1 CON020

1

472

4384

B1

LMP001

30

LMP001

170

B1

CON020

CON010 B2

K12

K11

15430

CON020 CL 1500

RL 62.825 m

1

LOADING DOCK ABOVE

3434

1547

4387

7800 7981

2175

4900 TYPICAL

4 88 R 16

10

LMP002

10 NEW CAR BAYS

EXISTING LINEMARKING, BITUMEN & LMP001 KERBS SHOWN IN RED DASHED LINE TO BE REMOVED 7 NEW CAR BAYS 18155

B1 CON020

9 EXISTING CAR BAYS

6 NEW CAR BAYS

5 88

RL 62.825 m

RL 62.825 m

CON020 B1

LNC001

8370

4

ENSURE A PHOTOGRAPHIC RECORD IS TAKEN PRIOR TO RE-SURFACING WORKS

LOADING DOCK ABOVE

363 477

2600

TYPICAL

4945

RL 62.825 m

LNC001

K10a

B2

1 1869

LNC001

CON020

TYPICAL

26000

COR001

4 NEW CAR BAYS

RL 62.825 m

M2

490 0 TYPIC AL

4172

1612

300 300 7800 397

LNC001

1 348

B1 CON020 690

10 30

2600

TYPICAL

8 NEW CAR BAYS 7800

7800 660

547

3455

3020

280

2600

TYPICAL

300 300 7800

13 NEW CAR BAYS

8400 8400

8 NEW CAR BAYS

13 NEW CAR BAYS

0 85

9

LMP001

CON020 B2

50 13

R

LNC001

2600

2823

CL

LNC001

CON020

R

K11

K10

CON020

8

CON020 B2

6626 LIG001

250

R

4900

958

CON020

M2 TYPICAL

B1 CON020

4288

CON020

K10a

LNC001

30 10

W

1500

LIG001

TYPICAL

600

K10

K9

CON020

R

CON010

CL 600

B2 CON020

RAMP TO ALDI LOADING DOCK

°

1:21

1500

LMP002

2 New Car Bays

EXISTING LINEMARKING, BITUMEN & KERBS SHOWN IN RED DASHED LINE TO BE REMOVED

48.45

RL 61.750 m

RL 61.750 m

5200 CON020 LOADING DOCK ABOVE

3200

CON020 B2

345

LNC001

4900

CON020

B2 CON020

8

1942

ORIFICE PIT

B2

BAYS 2600

1372

300 300

RL 61.750 m

2280

CON020 ING CAR

130 00

86 20

K9

1:21

1500

14 EXIST

LMP001

1

6110

REPLACE EXISTING GATE.

2422

R

4900 TYPICAL

1

1723

CON020 B2

EXISTING FENCE LINE TO BE DEMOLSIEHD

R 18316

RL 61.410 m

2

5537

778

12 30

450 3360

4320

CRB001

CON020

REMOVE EXISTING SPEED HUMP AND PROVID ASPHALT RESURFACING

3310

60 10

RL 61.750 m

1

600

CON020 B1

260 0 TYPIC AL

LNC001

CON020

5200

1:16 LMP002

require extra efforts and cares.

B1 CON020

640 CRB001

5 Ne w Ca r Ba LMP002 ys

LIG001

1:11

RL 61.410 m

1:16

K8

1054

CL

R

RL 61.410 m

W

509

4841

1700

1500

PROVIDE NEW CHAINLINK MESH FENCE TO MEET LANDSCAPE ARCHITECTS REQUIREMENTS

CON020

CL 1220

1133

RL 61.410 m

GP

13

2 A164

RL 61.800 m

K8

3480

R

RL 61.700 m

1:11

5200

1:8

RL 61.230 m

RL 61.230 m

5520

1:40

TO LG CAR PARK

RL 61.070 m RL 61.150 m

320 1550

300

RL 61.070 m 1:8

K7

RL 61.410 m

8400

LOADING DOCK ABOVE

EXISTING CHAIN MESH FENCE TO BE DEMOLISHED

EXISTING CHAIN MESH FENCE TO BE RETAINED

RL 61.800 m

RL 61.230 m

RL 61.410 m

64 R 15

K7

EXISTING GATE TO BE MODIFIED

RL 61.230 m

TO LG CAR PARK

RL 61.070 m RL 61.150 m

300

RL 61.230 m

RL 61.070 m

K6

1:40

EXISTING CHAIN MESH FENCE TO BE RETAINED

339

LNC001

CON020 B2 LOADING DOCK ABOVE RL 61.700 m 1:8

RL 61.070 m 1:8

B2 CON020

RL 61.600 m

CON020

1264

EXISTING LINEMARKING, BITUMEN & KERBS SHOWN IN RED DASHED LINE TO BE REMOVED

KU 8400

KT

SIGN TO BE ASSESSED BY CENTRE MANAGEMENT SERVICE FOR FUTURE RELOCATION

CON020

RL 61.230 m

RL 61.070 m

500

K6

B1

RL 61.600 m

1910

LNC001

EXISTING KERB TO BE REPROFILED AND MADE GOOD

Checked By

KW

DK

Project No.

Drawing No.

21072

Status

REFER TO A166 FOR CONTINUATION

A164

TEAM WORK Scale @ A0

As indicated Revision

14

ISSUED FOR BUILDING PERMIT

EXTERNAL WORKS PART PLAN - ZONE D

I was in charge of the external works of this project. The works comprise 88,000m2 of car parks, civil works, traffic designs, services input, landscape designs, etc., including both the demolition works and the new works. The external works are separated by 8 different zones and mostly completed. I took the responsibility for the following: •

technical documentation in Revit and site visits

•

meetings with the external design consultants and the head contractor

•

sending general correspondence, request for information and consultant’s advise notice to coordinate with the

Apart from my own duties, I participated in all aspects of the project, including the trade packages, design scope reductions, Town Planning Secondary Consent, tenancy leasing packages, signage package, Coles Package, Aldi Package, general arrangement plans, slab set-out plans, stairs & lifts, RCPs, sections & details, loading docks, bus stop, waste management, central travelator lobby, Town Square scope, easements, grids set-out, door schedules, louvre schedules and so on. We attended multiple site meetings to check the procedure of the works on site, so as to ensure that our documents are feasible

© COPYRIGHT. USE FIGURED DIMENSIONS IN PREFERENCE TO SCALED. ALL DIMENSIONS TO BE VERIFIED AND CHECKED ON SITE.

Key Plan

and the works comply with our documents.

NORTH

relevant parties •

checking the car parks to ensure they are in compliance with the Australian Standard and the Frankston Scheme

•

coordination with the civil engineers to confirm the asphalt re-sheeting, curb types, drainage pit set-out, heavyduty vehicle pavement locations, retaining wall update, proposed topography update and so forth

•

coordination with the traffic engineers to assess the impacts of the proposed swept path for the 12.5m-long community bus, request for new gradients of the existing ramp re-construction, and update the architectural documentation as per the traffic input

•

coordination with electrical engineers to lock down all the light pole positions.

•

coordination with landscape architects to update the locations for proposed trees and the tree quantity based on our Carpark Count Register, and to confirm the other landscape elements

•

assistance for the project leader to review the shop drawings of external drainage and light poles NORTH WEST PERSPECTIVE NORTH WEST PERSPECTIVE VIEW

5

TENANCY LEASE PACKAGE Apart from the base build works, I have been assisting the project leader in the coordination and documentation of

NORTH BLACKBURN SHOPPING CENTRE © COPYRIGHT. USE FIGURED DIMENSIONS IN PREFERENCE TO SCALED. ALL DIMENSIONS TO BE VERIFIED AND CHECKED ON SITE.

the tenancy lease works. It requires knowledge of the building structure, e.g., no penetration to the beam structure LEGEND

LOCATION: Blackburn, VIC

underneath, interior design for the mall area from our partner Villa & Villa, services input from the engineers, header

AREA: 14,610 m2

GAS SUPPLY WASTE

ELECTRICAL SWITCH BOARD (DB)

C.O.S

KN AP

1236

1466

12292

1378

1712

C.O.S

C.O.S

C.O.S

C.O.S

C.O.S

TENANCY LEASE LINE TO CENTREOF TENANCY WALL

10 9.0 0°

150 SHS COLUMN C.O.S

NO PENETRATIONS ALLOWED WITH SLAB SHOWN AS PER HATCHED ZONE

150 SHS COLUMN C.O.S

BASE PLATE TO COLUMN TO BE INSTALLED ON SLAB LEVEL BY LANDLORD TENANT TO BOX OUT AND TREAT FINISH

2400 INTERNAL C.O.S

9690

TBC

APPROX. G.L.A.R. 233 m²

ADJACENT MALL

CONC. FLOOR. FLOOR FINISH BY TENANT

410 TBC PAN FLASHING

RAS-002 EXHAUST AIR TO MECHANICAL ENGINEER'S DETAILS

EXS-001

3.00°

5405

3480

RFS-001

RAS-004

C.O.S

4089

106260 FIRST FLOOR

4510

JOB NUMBER

18100

SUBJECT TO CHANGES AND COORDINATION

STR-010

A1

CHECKE D GT

V

PRELIMINARY/INDICATIVE

WB SUBJECT TO CHANGES AND COORDINATION

WC

13500

4 A3.01

L.

L. CO

CO

L.

2942

GLZ001

EXL007

W01

DG02

DG10

STR-010

BRK-001

NORTH ELEVATION - PT 3

RL 101.800

COR001

DG06

W01

W01

M05

CFC CLADDING AROUND SKYLIGHT FORM.

MALL

RL 105.350

PCP-001

CFC CLADDING AROUND SKYLIGHT FORM. ALUMINIUM TIMBER LOOK BATTENS TO INTERNAL FACE OF SKYLIGHT STRUCTURE.

RL 101.970

GLZ-001 GLS-001

GLS-001 GLZ-001

GLZ001

GLS-001

GLZ001

CIVIL LEVELS TO BE AMENDED AS PER CIVIL DOCUMENTATIAN

NORTH ELEVATION (NBSC)

08.11.19

DRAW AM N

JOB NUMBER

@ A1

CHECKE D TL

B-

4

SKYLIGHT 1 - ELEVATION 2 SCALE 1 : 50

C Copyright 2018

2.

16 10 RL

0

9660

380 2500

1350 1500

0 2.

46 10

0

RL

1.

85 10 RL

0

6600

2.

01 10

RL

AISLE

5

0 1.

75

0 2.

16 10 RL

0 1.

95 10

10 RL

RL

5 1.

69

FK

FK

RL

SD

SKW-001

SD

LNC-001

LNC-001

FK

FK SD

5

FK

10

0 2.

16 10 RL

0 2.

28 10 RL

TYP.

LNC-001

FK

FK

SD

LNC-001

LNC-001

FK

LIG-001

SD

ZONE 2

5400

0

5

BK

. 10

CON-010

RL

RL

RL

10

. 10

1.

62

1.

63

5 1.

78

5

TYP

BK

LMP-001

BK

33 EQUAL CAR BAYS

2600

7800

CORRALL

3 EQUAL CAR BAYS

6600

AISLE

RL

RL

PAV-010

0

LMP-001

10

10

1.

75

5

LMP-001

ZONE 5

LNC-001

85800

1.

88

ZONE 1 BK

LMP-001

SD

LNC-001

LNC-001

LIG-001

FK

SD

LNC-001

BK

1.

96 10 RL

5 5 2.

09

TYP

0 2.

36 10 RL

5 2.

43

2.

24 10 RL

2.

58 290

0 2.

35 2.

33

2.

15

10

RL

RL

10

LMP-001

LMP-001

23400

18200

LMP-001

2600

6 DISABLED BAYS WITH SHARED ZONES

ZONE 3

41600

CORRAL

ZONE 4

0 1.

86

0 1.

80

CO

BOL-004

38

LNC-001 CON-010 FK

2xSEP

TAC-001

LNC-001 CON-010 FK

LNC-001 CON-010 FK

LNC-001 CON-010 FK

LNC-001 CON-010 FK

K&C

LNC-001 CON-010 FK

LNC-001 CON-010 FK

LNC-001 CON-010 FK

K&C

TAC-001

FOR BUILDING PERMIT

1 CAR BAY

5 1.

72

2600

1 EQUAL CAR BAY

2xSEP

TAC-001

FK

LNC-001 CON-010 FK

LMP-002 10

LMP-002

L.

10

TAC-001

FK

LMP-003

LNC-001 CON-010

1135

RL

2600

TYP.

0 10400 1.

85

10

6650

2.

09 10

8 CAR BAYS

FK K&C

LMP-001

0

RL

4 EQUAL CAR BAYS

LNC-001

5400

LMP-003

LNC-001 CON-010

1:8

0 1.

92 10

LMP-003 LNC-001 CON-010

1:8

RL

10

10 CAR BAYS

PAV-001 CON-010

RL

3 CAR BAYS

10 RL 0

TYP. PARALLEL

6600 AISLE

PAV-010 CON-010

TROLLEY CORRAL REFER TO DETAIL.

10

0

RL

2.

18 10 RL

0

6600

BOL.

2.

03 10 RL

0 2.

20 10 RL

LMP-002

BOL.

2930

LMP-001

31200

2600

2.

52 10 RL

0

5

RL

0

2.

57

2.

56

9455

RL

RL 10 RL

6600

AISLE 10 RL

5400

3 EQUAL PARALLEL BAYS

3 CAR BAYS

BK

PAV-010

EXISTING EASEMENT TO BE RETAINED

LMP-001

2600 CORRAL

60 CAR BAYS

LNC-001

PAV-001

TAC-001

PAV-010 SKW-001 TAC-001

LNC-001 CON-010

2.

45

10

5

5

2.

NORTH BLACKBURN SHOPPING CENTRE 3.

4.

5.

6.

8.

SKYLIGHT 1 - PLANS AND ELEVATIONS

5

FK

LNC-001 RL 101.610 CON-010

LIG-001

TAC-001

LMP-001

SMK

SKYLIGHT 1 - ELEVATION 1 SCALE 1 : 50

SKYLIGHT 1 - PLANS AND ELEVATIONS (NBSC)

EXTERNAL WORKS - ZONE 1

NOTES 1.

9.

10.

11.

CONTRACTOR MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING ANY WORK ON SITE OR PRODUCING SHOP DRAWINGS WHICH MUST BE SUBMITTED FOR REVIEW BEFORE MANUFACTURING. ASSEMBLE ALL BLOCKWORK WALLS IN ACCORDANCE WITH WALL STIFFENING AND SUPPORT DETAILS ON STRUCTURAL ENGINEER’S DRAWINGS. ENSURE CIVIL WORKS CONTRACTOR AND PLUMBING CONTRACTOR COORDINATE AND ALLOW FOR STORMWATER COLLECTION SYSTEM TO BE CONTINUOUS FROM BUILDING FACE TO STORMWATER SYSTEM. REFER TO CIVIL DOCUMENTATION FOR SIGNAGE, SPEED HUMPS, STORMWATER, DRAINAGE AND LEVELS & LINEMARKING CONTRACTOR TO ALLOW TO PAINT ALL EXPOSED STRUCTURAL STEELWORK WITH MICACEOUS IRON OXIDE PAINT REFER TO THE ARCHITECTURAL FINISHES SCHEDULE AND SPECIFICATION FOR POWERCOATING REQUIREMENTS AND COLOURS TO ALUMINIUM JOINERY. REFER TO ARCHITECTURAL SAMPLES SCHEDULE FOR GLAZING AND FRAMING SAMPLE REQUIREMENTS. ENSURE MINIMUM 30% LUMINANCE CONTRAST BETWEEN INTERNAL WALL, DOORS & FLOORING IS ACHIEVED. MAXIMUM FORCE REQUIRED TO OPERATE THE DOORS TO WHICH GENERAL ACCESS IS PERMITTED MUST NOT EXCEED A FORCE OF 20N.

TROLLEY CORRALL NOTES PLOT DATE

A3.01

REVISIO N

LNC-001

FK

LNC-001 CON-010

BK

35 EQUAL CAR BAYS

2600

LMP-001

BK

TYP.

BK

FK

LNC-001 CON-010

PAV-001

PAVING - EXTERNAL WORKS ASH001

ASPHALT FOR NEW WORKS

CON010

CONCRETE SLAB

PAV001

BROOM BRUSHED CONCRETE

PAV002.1

EXTERNAL EXPOSED AGGREGATE CONCRETE - TYPE 1

PAV002.2

EXTERNAL EXPOSED AGGREGATE CONCRETE - TYPE 2

SCALE 1 : 200

9388 6111

PROJECT

101750 GROUND FLOOR

21067

DRAWING NO.

SCAL As indicated E

6000

1

www.trcb.com.au / www.hamessharley.com.au

DRAWIN G

STR-010 EXL005

PLOT DATE

10

BOUNDARY 30.48 m

PERIMETER STRUCTURAL STEEL FRAMING TBC BY STRUCTURAL ENGINEER. REFER TO DOCUMENTATION FOR FURTHER DETAIL.

1.

FFL 102.350

565

BOL.

FK

LNC-001 CON-010

CON-010

44200

6 EQUAL CAR BAYS

CON-010 PAV-010

LMP-001

RETAINING WALL

PAV-010

7.

EXTERNAL

TOW 104.250

4

SD

15600

BK

BK

BOL-004

6700

FK

LNC-001 CON-010

6

GLZ-001

STR-012

CON-010

BOL. 8765

FK

LNC-001 CON-010

A1.22

FK

LMP-002

200 PFC WITH 8MM BASE PLATE

RL 104.760

AUTODOORS/SHOPFRONT GLAZING TO MALL

101750 GROUND FLOOR

PAV-001

TOW 103.550

10

2.

57

5

106300 MALL CL

LM-12

FK

LMP-001

2595

BK

PROPOSEDSKW-001 TREE GRATE

LNC-001

AUTODOORS/SHOPFRONT GLAZING TO MALL

NORTH ELEVATION

W01

W01

360

M05

LNC-001 CON-010

91000

LMP-001

5205

SD

LNC-001

17

R 350

BK

190

LNS-001

W01

RL

12000

18000 RETAINING WALL

12000

ANODISED PERFORATED CLADDING

FK

LNC-001 CON-010

SITE PLAN LEGEND

RL 107.430

CEILING TO ABUTT TO SKYLIGHT STRUCTURE

ALUMINIUM TIMBER LOOK BATTENS TO INTERNAL FACE OF SKYLIGHT STRUCTURE.

RL 104.250

W02

020 D14F

7000

1:14

FK

LNC-001 CON-010

A1.20

CLG-20

DRAWIN G

GLS-001 RL 105.280

190 6440

108650 TOP OF SKYLIGHT STRUCTURAL BEAM PERIMETER STRUCTURAL STEEL FRAMING TBC BY STRUCTURAL ENGINEER. REFER TO DOCUMENTATION FOR FURTHER DETAIL.

M02

DGU LAMINATE GLAZING WITH SGP INTERLAYER SKYLIGHT TO FALL AT 5 DEGREES TOWARDS MALL. GUTTER AND WATERPROOFING TO BE CONSIDERED.

EXL-011

RL 108.240

10

4075

190

3700

2633

EXL-011

BK

REFER TO CIVIL ENGINEER'S (WGA) AND STRUCTURAL (BONACCI GROUP) REGARDING RETAINING WALLS AND PILLINGS. REFER TO LANDSCAPE ARCHITECT'S (SITE

BOL-004

M05

BK

FOR BUILDING PERMIT

C

P1

EXL-011

RL 108.360

EXISTING RETAINING WALL TO BE RETAINED

1:14

LANDSCAPING TO LANDSCAPE ARCHITECTS DETAILS TREE GRATE POWDER COATED STAINLESS STEEL TOP RAIL BALUSTRADE 190MM BLOCKWORK CORE-FILLED BLOCKWORK WALL TO STRUCT. ENG. DETAIL EXPOSED AGGREGATE CONCRETE – TYPE 01: REFER TO LANDSCAPE ARCHITECTS DETAILS INSITU POURED CONCRETE – BROOM FINISHED LIGHT SOAKWELL - REFER TO CIVIL DOCUMENTATION FOR DETAIL. EXTERNAL STICK ON TACTILE INDICATORS

PAV-010

2 EQUAL CAR BAYS

TOW 104.000 IMAGE) FOR FINISH TO RETAINING WALLS

BOL-004

106300 MALL CL

EXISTING PORTION TO BE RETAINED W01

SCALE 1 : 100

RL 108.250

9388 6111

PROJECT

LMP-003 LNC-001 LNF-004 LNS-001 M05

CON-010

1000mm HIGH PAV-010 BALUSTRADE ALONG RETAINING WALL EXTENT CON-010

BK

P1 DGU LAMINATE GLAZING WITH SGP INTERLAYER SKYLIGHT TO FALL AT 5 DEGREES TOWARDS MALL. GUTTER AND WATERPROOFING TO BE CONSIDERED.

WA

7173

EXL-011

101750 GROUND FLOOR

C

SUBJECT TO CHANGES AND COORDINATION

108650 TOP OF SKYLIGHT STRUCTURAL BEAM

LMP-002

6700

1:14

FK

LNC-001 CON-010

FK

TOW 104.250

KIOSK SUBSTATION

2600

TYP.

SD

BK

SSL 102.300 m PAV-010

M05

Revision

TLP-S058-05

PRELIMINARY/INDICATIVE

FOR BUILDING PERMIT

EXS-001

GLS-001 RL 107.420

Drawing No.

LMP-001

BK

DESCRIPTION CONCRETE BOLLARD TO KIOSK SUBSTATION IN-SITU CONCRETE KERB. REFER TO CIVIL DRAWINGS FOR PROFILE & EXTENT GENERAL LIGHTING FIXTURE. REFER TO ELECTRICAL ENGINEER'S DOCUMENTATION LINEMARKING PAINT REFER TO CIVIL ENGINEER'S DRAWINGS FOR EXTENT, TYPE & SPECIFICATION CAR BAY LINEMARKING. REFER TO CIVIL ENGINEER'S DRAWINGS FOR EXTENT, TYPE & SPECIFICATION

LMP-001

RL

EXL-001

CODE LEGEND CODE BOL-004 CON-010

LIG-001 FK

2600

TAC-001

14 CAR BAYS

0

W01

M

BOUNDARY 172.39 m

LNF-004

LMP-001

7 EQUAL CAR BAYS

2595

M05 BOL-004

BK

23400

LMP-002

1.

73

EXL-001

B

NORTH BLACKBURN SHOPPING CENTRE

FFL 102.200

C Copyright 2018

W01

Revision STR-010

www.trcb.com.au / www.hamessharley.com.au

EXL-005

EXL-001

A2.21

REVISIO N

A01 DG10

W01

RL 110.800

GLZ001

CO

L.

EXL-001

L

BK

9 EQUAL CAR BAYS

2600

10

W01

Status

1 : 100

EXL-001 A02 DG10

STR-010

01

1 : 100

PAV-001 LMP-002

18200

6600 AISLE

0

W01

Drawing No.

TLP-S051-04

EXL-001

K

35 CAR BAYS

LMP-001

2100 TYP.

RL

W01

Status B

SKYLIGHT 1 - CEILING PLAN

SCALE 1 : 50 Scale @ A3

LNC-001 CON-010

RL

21072

Revision

2

A1.20

AM

BK

TOW 105.400 190 1200

BOUNDARY 45.72 m

6820

1 Project : 100 No.

STR-012

AM EXL-001

A10 Scale DG02@ A3

W01

TLP-S051-04

PRELIMINARY/INDICATIVE

TOW 103.800

PAV-010

M05

4250

02

Checked By

FK

LMP-002

1.

97

W01

EXL-001 Drawing No.

EXL-001

WD

13209

21067

DRAWING NO.

SCAL 1 : 100 @ E

21072

Scale @ A3

J

LIG-001

9 CAR BAYS

DESCRIPTION

CFC CLADDING AROUND SKYLIGHT STRUCTURE.

LNC-001 CON-010

10

AM

Checked By

RL 105.280

08.11.19

Drawn By

SCALE 1 : 50

Project No.

ASP

Checked By

W01

RL 104.650

DRAW SH N

ROOF PLAN - ZONE A (NBSC)

CO

200 1300

1055 4510

107315 ROOF

REFER TO A2.24 FOR CONTINUATION

PLOT DATE

SKYLIGHT 1 - FLOOR PLAN

A2.21

KW

RL 110.800

RL 108.250

SCALE 1 : 100

W01

Status

TMS-001

ROOF PLAN ZONE A

1

TMS-001

EXL-002

I

BOUNDARY 172.39 m

GAS METERS

TOW 103.450

FK

BK

M05

CAPPING BLOCKS TO BE INSTALLED TO RETAINING WALLS ANODISED PERFORATED ALUMINIUM SCREEN FACADE 50 X150 CAPRAL 419 - ALUM FRAMED GLAZING - NEUTRAL LOW-E GLASS LAMINATE - ABSOLUTE MATT BLACK 140MM BLOCKWORK WALL SHS. REFER TO STRUCTURAL ENGINEER'S DOCUMENTATION FOR DETAILS STRUCTURAL FRAMING. REFER TO STRUCTURAL ENGINEER'S DOCUMENTATION FOR DETAILS.

S058 - SECTION

RL 108.250

EXS-001

NORTH BLACKBURN SHOPPING CENTRE

ROOF PLAN - ZONE A

DG10

21072

WE

110770 TOP MEDICAL N FACADE

DRAWIN G

Drawn A05By

ASP

Project No.

SCALE 1 : 100

A

1 2 3 4 5 6

TMS-001

H

G 2 A1.23

A1.21

M08 D

M08 D

1:14

1:14

1:14

FFL 102.350

M05

BK

VERSILUX CFC SOFFIT LINING

SCALE

Drawing Title

EXS-001

STR-012

S051 - ELEVATIONS

EXL-001

NORTH ELEVATION - PT 2

9388 6111

RFS-001

NEW ROOF SHEETING OVER DEMOLISHED EXISTING SKYLIGHT. NEW ROOF SHEETING TO OVERLAP AND MADE WATER TIGHT. ENSURE ROOF EDGING IS NEAT AND MATCHES EXISTING ROOF PROFILE

W01

G5 PROJECT

2942

TENANCY LINE 3455

A06 DG10

EXL-001

PCP-001

2

A5.36

P7

027 DG09

W01

EXL-001

A4.41

1

GLS-002

1000

W01

101750 GROUND FLOOR

www.trcb.com.au / www.hamessharley.com.au

EXS-001

Drawn By

RL 112.985 RAS-001

RL 107.230

WE 1751

FFL SUBJECT TO TENANCY LAYOUT S051 - ELEVATIONS

RWS-001

NEW CONDENSER PLATFORM

RFS-001

10676

W01

S058 - SECTION

CODE CLG-20 EXL005 EXL-011 GLZ-001 LM-12 M02 STR-010 STR-012

SKYLIGHT - 3D VIEW

CFC CLADDING BEHIND SKYLIGHT

EXL-011

EXL-001

FOR BUILDING PERMIT

1 : 100

330 Cranbourne Road, Frankston VIC 3199

3

RL 109.730

Drawing Title

EXS-001

Drawing Title

1751 PAN FLASHING

PAN FLASHING

NEW SKYLIGHT

330 Cranbourne Road, Frankston VIC 3199 EXS-001

03

M05

CODE LEGEND

ALUMINIUM TIMBER LOOK BATTENS TO UNDERSIDE OF SKYLIGHT GLAZING

KARINGAL HUB REDEVELOPMENT

A

10659

CENTRE OF TENANCY WALL

RL 108.250

A3.01

PAN FLASHING

10682

EXL-011

RFS-001

RAS-002

RFS-001

5328

SSL RL 65.875 m C.O.S

RL 108.610

Project

LNS-002

ADJACENT KARINGAL T E N AHUB N C Y REDEVELOPMENT

RL 109.830

RL 108.240

EXL-001 LNS-002

PT-10LNS-001 PCP-001

D C B TENANCY LEASE LINE TO KARINGAL EHUB REDEVELOPMENT 330 Cranbourne Road, Frankston VIC 3199

G

FLOOR FINISH BY TENANT. 106260 FIRST FLOORMONO CONCRETE FLOOR

3

TOW 107.215

3395

RAS-002

110770 TOP MEDICAL N FACADE

hamessharley.com.au +61 8 9381 0200

Project

2626

hamessharley.com.au +61 8 9381 0200 ALUMINIUM TIMBER LOOK BATTENS TO UNDERSIDE OF SKYLIGHT GLAZING

FFL 102.250

F

E 1

5225

M08 D

BOOSTER

MAIN WATER ASSEMBLY

5170

4270

TOW 104.300

SHOPFRONT GLAZING AND AUTODOORS TO MALL

0

S058-02

L/P 105.510

H

TENANCY WALL - 13mm PLASTERBOARD ON 150mm STEEL STUD FRAME. TENANCY WALL IS NOT TO BE hamessharley.com.au +61 8 9381 0200 RELIED UPON FOR STRUCTURAL SUPPORT.

BOOSTER

FFL 104.870

ALUMINIUM TIMBER LOOK BATTENS TO UNDERSIDE OF SKYLIGHT GLAZING

2.

20

L/P 106.035

RAS-004

1 2 3 4 5 6

RAS-002

FFL 107.765

STR-004

Project

2480

M08 D M08 D

10

RAS-004

9 8 7 6 5 4 3 2 1

RAS-003

PT-11

515

M08 D

RL

6

PT-10

D

C

B

M08 D P11

DGU LAMINATE VISION GLAZING WITH SGP INTERLAYER

SKYLIGHT

LNS-001

S058

WE A

EXISTING RETAINING WALL TO BE RETAINED

LNC-001

4000

TMS-001

1200

WD

INTERNAL CEILING ABUTTS UP TO SKYLIGHT STRUCTURE

CFC CLADDING TO SURROUND SKYLIGHT STRUCTURE

50 X150 CAPRAL 419 - ALUM FRAMED GLAZING - NEUTRAL LOW-E GLASS POWDER COATED STAINLESS STEEL TOP RAIL BALUSTRADE STAINLESS STEEL HANDRAIL WITH SIDE ATTACHMENT 190MM BLOCKWORK CORE-FILLED BLOCKWORK WALL TO STRUCT. ENG. DETAIL 180MM CONCRETE PRECAST PANEL - PIGMENTED GENERAL WALL PAINT COLOUR - TEAHOUSE GENERAL WALL PAINT COLOUR - DIESKAU PFC WITH CONTINUOUS WELD PLATE. REFER TO STRUCTURAL ENGINEER’S DOCUMENTATION FOR DETAIL. SHS. REFER TO STRUCTURAL ENGINEER'S DOCUMENTATION FOR DETAILS STRUCTURAL FRAMING. REFER TO STRUCTURAL ENGINEER'S DOCUMENTATION FOR DETAILS. 100 X 50 FEATURE TIMBER LOOK ALUMINIUM BATTENS

PCP-001 PT-10 PT-11 STR-004

REV

SCOPE OF WORKS EXCLUDED FROM BUILDING PERMIT 1

2480

200PFC SKYLIGHT FRAME WITH 8mm INFILL PLATE BEYOND

EQUITONE 12MM COMPRESSED FIBRE CEMENT CLADDING WITH EXPRESSED JOINTS ON ADDITIONAL LAYER OF FURRING CHANNELS TO CREATE RECESSED AREA - NATURA EQUITONE 12MM COMPRESSED FIBRE CEMENT CLADDING WITH EXPRESSED JOINTS ON ADDITIONAL LAYER OF FURRING CHANNELS TO CREATE RECESSED AREA - LINEA MAXLINE 340 EXTERNAL CLADDING - WALLABY ANODISED PERFORATED ALUMINIUM SCREEN FACADE POWDERCOATED VISUAL SCREENING TO PLANT EQUIPMENT COMFORTPLUS GLASS LOW-E GLASS - NEUTRAL

BY TRHS TRHS

SPRINGFIELD ROAD EXTENT OF SCOPE FOR BUILDING PERMIT 1 EXISTING TREES TO BE RETAINED

RL

RAS-001

5

1200

DATE DESCRIPTION 28.02.20 ISSUED FOR BUILDING PERMIT 1 19.03.20 ISSUED FOR BUILDING PERMIT 1

600

4

EXL-011

REV

TRHS A TRHS B TRHS C TRHS D TRHS E TRHS F TRHS G

WC

DESCRIPTION BICYCLE RACK TO MEET AUSTRALIAN STANDARDS

EXL-005 EXL-011 EXS-001 GLS-001 GLZ001 GLZ-001 LNS-001 LNS-002 M05

2700

3

5068

CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING WORK OR ORDERING MATERIALS. DO NOT SCALE DRAWING. USE FIGURED DIMENSIONS ONLY. PROMPTLY INFORM ARCHITECT OF ANY CONFLICT BETWEEN SITE CONDITIONS AND DOCUMENTS. TECHNICAL DRAWINGS TO BE READ IN CONJUNCTION WITH SPECIFICATION. COPYRIGHT OF DESIGNS SHOWN HEREIN IS RETAINED BY TAYLOR ROBINSON. WRITTEN AUTHORITY IS REQUIRED FOR ANY REPRODUCTION

REVISIONS BY

20.12.18 ISSUED FOR COORDINATION 13.03.19 ISSUED FOR INFORMATION 11.10.19 ISSUED FOR INFORMATION 18.10.19 IISUED FOR INFORMATION 25.10.19 ISSUED FOR INFORMATION 01.11.19 ISSUED FOR TENDER 08.11.19 ISSUED FOR TENDER

ALUMINIUM TIMBER LOOK BATTENS TO INTERNAL FACE OF SKYLIGHT

450

2

CODE BRK-001 COR001 DG06 EXL007 EXL-001

GA

8

STR-010 STR-012

CEILING HEIGHT 3700mm ASSL

BY TENANT

ANODISED PERFORATED CLADDING

PERIMETER STRUCTURAL STEEL FRAMING TBC BY STRUCTURAL ENGINEER. REFER TO DOCUMENTATION FOR FURTHER DETAIL.

125PFC WITH 8mm INFILL PLATE

1100

1200 490

PAN FLASHING

CC-01 S051-02 1 : 100

1

8835

EXL-011

BIKE RACKS

ZONE H

ZONE J

GB J

14

GENERAL NOTES:

CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING WORK OR ORDERING MATERIALS. DO NOT SCALE DRAWING. USE FIGURED DIMENSIONS ONLY. PROMPTLY INFORM ARCHITECT OF ANY CONFLICT BETWEEN SITE CONDITIONS AND DOCUMENTS. TECHNICAL DRAWINGS TO BE READ IN CONJUNCTION WITH SPECIFICATION. COPYRIGHT OF DESIGNS SHOWN HEREIN IS RETAINED BY TAYLOR ROBINSON. WRITTEN AUTHORITY IS REQUIRED FOR ANY REPRODUCTION

DATE DESCRIPTION

EXTERNAL

5680

RAS-004

1200

Client

GENERAL NOTES:

REVISIONS

Initial Description

PERIMETER STRUCTURAL STEEL FRAMING TBC BY STRUCTURAL ENGINEER. REFER TO DOCUMENTATION FOR FURTHER DETAIL.

1640

RAS-002

PAN FLASHING

RFS-001

1200

Rev. Date EXTERNAL

REV

TRHS A TRHS B

SHOPFRONT DETAIL UPDATED REQUESTED TENANCY LEASE PACKAGE UPDATES

2350

RAS-004

S051 - ELEVATION CC-01 S051-02 1 : 100

EXHAUST AIR TO MECHANICAL ENGINEER'S DETAILS. 355

7910

RWS-001 RAS-002

S051 - ELEVATION

1200

3256

4165

760

(NO WORKS TO EXISTING ROOF SHEETING)

2

RFS-001

2515

5450

EXISTING PROFILED METAL ROOF

2

G4

EXL-005

2

1200

AM

CODE LEGEND

RL 108.250

PT-11

TK

13/01/2021

1660

RAS-004

EXL-005

PT-10

BY

27/04/2021

B

6900

RAS-002

PAN FLASHING

PT-11

RL 109.645

ZONE G

9812

DATE DESCRIPTION 01.11.19 ISSUED FOR TENDER 08.11.19 ISSUED FOR TENDER

C

4550

PAN FLASHING

EXS-001

1200

EXL-011 EXL-011

ZONE F

ZONE I RWS-001

1200

I

107315 ROOF

TOW 107.215

BRK-001

PAN FLASHING

RFS-001

RFS-001

RAS-001

RL 107.640

EXS-001 PAN FLASHING

ZONE E

5

CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING WORK OR ORDERING MATERIALS. DO NOT SCALE DRAWING. USE FIGURED DIMENSIONS ONLY. PROMPTLY INFORM ARCHITECT OF ANY CONFLICT BETWEEN SITE CONDITIONS AND DOCUMENTS. TECHNICAL DRAWINGS TO BE READ IN CONJUNCTION WITH SPECIFICATION. COPYRIGHT OF DESIGNS SHOWN HEREIN IS RETAINED BY TAYLOR ROBINSON. WRITTEN AUTHORITY IS REQUIRED FOR ANY REPRODUCTION

REVISIONS

2410

420

355

P5

RFS-001

PT-10

BRK-001LNS-001

M05

8190

5210

EXS-001

EXHAUST AIR TO MECHANICAL ENGINEER'S DETAILS.

TENANCY LINE

PAN FLASHING

PORCELAIN TILES - MALL 3.00° FLOOR FINISH BY LANDLORD

9373

GENERAL NOTES:

TENANCY ELEVATION UPDATE REQUESTED TENANCY UPDATES

6570

BRK-001

A D J A2C ENORTH N T ELEVATION - PT 1 T E N A3.01 A N SCALE C Y 1 : 100

BASE PLATE TO COLUMN TO BE INSTALLED ON SLAB LEVEL BY LANDLORD PORCELAIN TILES - MALL TENANT TO BOX OUT AND TREAT FINISH FLOOR FINISH BY LANDLORD

1200

L/P 105.510

ASP

2900

3685

325

RAS-002

PT-11

TMS-001

GROUND FLOOR

G3 TO BE BASE PLATE TO COLUMN ZONE A TENANCY LEASE LINEZONE TO B INSTALLED ON SLAB LEVEL

BY LANDLORD OF TENANCY WALL TENANT TO BOX OUT AND CENTRE TREAT ZONEFINISH C ZONE D

875

KW

19/02/2021

SIGNAGE ZONE FOR COLES + LIQUORLAND

3455

2 1

NEW CONDENSER PLATFORM

6300

21/04/2021

A

3600

EXISTING RIDGE CAPPING

EXS-001

740

SMOKE EXHAUST REFER TO MECH ENGINEER'S DETAILS

TENANT TO ENSURE FLUSH THRESHOLD AT ENTRY TO MALL FFL

COLUMN C.O.S

EXISTING PROFILED METAL ROOF

EXS-001

L/P 105.800

1000

EXISTING PROFILED METAL ROOF

RAS-002

L/P 105.525

EXS-001

TENANT TO ENSURE FLUSH THRESHOLD FFL SUBJECT TO TENANCY LAYOUT. AT ENTRY TO MALL FFL RAS-003RAS-004

RAS-004

PAN FLASHING

EXISTING PROFILED METAL ROOF

3480

5 4 3 2 1

Sim

4 A3.01

B

2350

TENANT TO TREAT END OF INTER-TENANCY

WALL AS PART OF SHOPFRONT DETAIL NO DEMISING PIER TO BE PROVIDED, TENANT TO TREAT END OF INTER-TENANCY FFLDETAIL SUBJECT TO TENANCY LAYOUT. WALL AS PART 4OF SHOPFRONT A4.40

S051

MALL 150mSHS STEEL FFL 65.605 C.O.S

S051

150 SHS STEEL COLUMN C.O.S

682

SERVICES ZONE

PROPOSED FIRE TANKS

107315 ROOF 106260 FIRST FLOOR

NEW ROOF SHEETING, INSULATION (IN ACCORDANCE WITH JV3 REPORT), BOX GUTTER AND STEEL SUPPORT ROOF STRUCTURE. NEW ROOF SHEETING TO OVERLAP AND MADE WATER TIGHT. ENSURE ROOF EDGING IS NEAT AND MATCHES EXISTING ROOF PROFILE

TENANCY LEASE LINE

7 A4.40

Sim

3

EXL-002

TENANCY WALL - 13mm PLASTERBOARD ON 150mm STEEL STUD FRAME. TENANCY WALL IS NOT TO BE RELIED UPON FOR STRUCTURAL SUPPORT. 101750

BY TENANT

EXS-001

9052

Initial Aldi Package

2900

EXHAUST AIR TO MECHANICAL ENGINEER'S DETAILS.

RAS-001

15 Client

4928

•

LANDLORD, CENTRE ARCHITECT, BASE BUILDING

PRELIMINARY/INDICATIVE

A3.01

Initial Description TENANCY ELEVATIONRev. Date UPDATE Client REQUESTED TENANCY UPDATES NEW ROOF AND INSULATION Initial Description GE M L GD OVER BY LANDLORD K GC

N GF

2802

External 21072 worksTLP-S040-02 and northern ramp to access the site E

4550

PAN FLASHING

RL 106.605

•

Revision

Status ALL ADDITIONAL ROOFTOP PLANT, EQUIPMENT &STRUCTURAL AND SERVICES ENGINEERS ASSOCIATED SCREENING TO BE APPROVED BY LANDLORD, CENTRE ARCHITECT, BASE BUILDING SUBJECT TO CHANGES AND COORDINATION STRUCTURAL AND SERVICES ENGINEERS

3600

ON 92MM STEEL STUD FRAME. TENANCY MALL WALL IS NOT TO BE RELIED UPON FOR FFL 65.605 m C.O.S NO DEMISING PIER TO BE PROVIDED, STRUCTURAL SUPPORT EXISTING PROFILED METAL ROOF

NEW CONDENSER PLATFORM

EXS-001

TMS-001

73

ASP

19/02/2021

Rev. Date

O

P GG 8916

3455

9600

PAN FLASHING

RAS-004 RFS-001

RFS-002 RWS-001 STR-010

RFS-001

3.00°

2290

EXS-001

RFS-001

RAS-001 RAS-002

RAS-003

TENANCY LEASE LINE

RAS-003

Q

LANDLORD'S SERVICE ZONE SHOWN HATCHED

PAN FLASHING

PAN FLASHING

DASHED TENANCY CEILING SHOPFRONT BEYOND AT 68.588 AFFL

BY TENANT RAS-002

SCALE 1 : 250

KW

A

Coles Slab Set-out Plan

Scale @ A3

As indicated

TENANCY. TENANCY DESIGNER/FITOUT CONTRACTOR TO Project No. Drawing No. ADDITIONAL ROOFTOP PLANT, EQUIPMENT & SITE CHECK & LOCALLY GRADE INTERNAL FFL TOALL SUIT ASSOCIATED SCREENING TO BE APPROVED BY AS CONSTRUCTED LEVELS.

110770 TOP MEDICAL N FACADE

1055

RAS-002

1

RAS-003 RAS-004

GLZ-002

NORTHERN ELEVATION- OVERALL

DESCRIPTION EQUITONE 12MM COMPRESSED FIBRE CEMENT CLADDING WITH EXPRESSED JOINTS ON ADDITIONAL LAYER OF FURRING CHANNELS TO CREATE RECESSED AREA - LINEA MAXLINE 340 EXTERNAL CLADDING - WALLABY ANODISED PERFORATED ALUMINIUM SCREEN FACADE POWDERCOATED VISUAL SCREENING TO PLANT EQUIPMENT DGU LAMINATE VISION GLAZING WITH SGP INTERLAYER TO FACADE CONSULTANT SPECIFICATION THERMOCHROMATIC GLASS INTERLAYER SKYLIGHT SYSTEM TO FACADE CONSULTANT SPECIFICATION EXPANDED ALUMINIUM MESH GRATING FOR ROOF ACCESS AND PLATFORM. EXPANDED ALUMINIUM ROOF ACCESS WALKWAY SYSTEM BY ROOF WALKWAY CONTRACTOR METAL BALUSTRADING TO BOTH SIDES OF WALKWAY AS REQUIRED. ROOF ACCESS STEPS & HANDRAIL KLIP LOK 700 ROOF SHEETING WITH INSULATION UNDER TO MARCH EXISTING TRIMDEK ROOF SHEETING COLORBOND BOX GUTTER SHS. REFER TO STRUCTURAL ENGINEER'S DOCUMENTATION FOR DETAILS 100 X 50 FEATURE TIMBER LOOK ALUMINIUM BATTENS

EXL-005 EXL-011 EXS-001 GLS-002

ACOUSTIC SCREENING TO BE 250MM HIGHER THAN TALLEST MECHANICAL EQUIPMENT

TO CONCEAL HEADER BEAM S051

EXS-001

RAS-002

NEW CONDENSER PLATFORM

RL 106.930

EXL-002

9500 B 21/04/2021 C.O.S

2100

EXS-001

PAN FLASHING

EXS-001

1

CODE LEGEND CODE

G1

DASHED TENANCY CEILING G2 CEILING INGO AND PLASTERBOARDBEYOND BULKHEAD AT 68.588 AFFL A4.41

REV

CEILING INGO AND PLASTERBOARD BULKHEAD TO CONCEAL HEADER BEAM BY TENANT

SHOPFRONT HEADER BEAM

BY LANDLORD 1

325

BY

TRHS O TRHS P TRHS Q TRHS R TRHS S TRHS T TRHS U TRHS V

8145

4212

RAS-001

EXS-001

S051

PAN FLASHING

8665

A4.40

TOW 108.250

RWS-001

3675

EXISTING ROOF AND INSULATION OVER MALL CEILING BY LANDLORD

KI

7240

8710

4212

5500

1

ADJACE N T - 13MM PLASTERBOARD TENANCY WALL SHOPFRONT ENAN C Y STUD FRAME. TENANCY ONT 92MM STEEL

BY TENANT WALL IS NOT TO BE RELIED UPON FOR TENANCY WALL - 13MM PLASTERBOARD STRUCTURAL SUPPORT

REFER TO A1.73 FOR CONTINUATION

5350

RAS-001

2745

ADJACENT TENANCY

RL 107.730

490

REFER TO THE TENANCY GUIDELINES FOR TENANT'S TREATMENT OF THE CUSTOMER INTERFACE AT THE LEASELINE

EXISTING MECHANICAL EQUIPMENT AND ASSOCIATED DUCTWORK TO REMAIN. (TYPICAL) - AS PER ADP'S DOCUMENTATION - REFER TO SERVICES DOCUMENTATION.

MALL CEILING HEIGHT C.O.S

EXS-001

PAN FLASHING

DATE DESCRIPTION 09.08.19 ISSUED FOR INFORMATION 22.08.19 ISSUED FOR INFORMATION 07.10.19 ISSUED FOR INFORMATION 11.10.19 ISSUED FOR INFORMATION 18.10.19 IISUED FOR INFORMATION 25.10.19 ISSUED FOR INFORMATION 01.11.19 ISSUED FOR TENDER 08.11.19 ISSUED FOR TENDER

REFER TO A2.22 FOR CONTINUATION

5940

90 25

NEW CONDENSER PLATFORM

EXS-001

90 25

R

R

REVISIONS

SHOPFRONT HEADER BEAM BY LANDLORD

5210

11010

TOW 108.250

TMS-001

GLZ-002

3010

4005

EXS-001

A4.11

3675 AFFL

RL 69.806 m C.O.S

TOW 108.250

TENANCY LEASE LINE

TENANT'S TREATMENT OF THE CUSTOMER RL 69.280 m C.O.S TENANCY LEASEINTERFACE LINE AT THE LEASELINE 2295

2

PAN FLASHING

EXISTING ROOF AND INSULATION OVER MALL CEILING BY 3.00° RL 69.280 m LANDLORD C.O.S

PAN FLASHING

DASHED TENANCY CEILING REFER THE TENANCY GUIDELINES FOR INGO AT TO RL 69.230

7255

4720

4510

TOW 108.250

EXHAUST AIR TO MECHANICAL ENGINEER'S DETAILS.

1620

7340

RL 69.806 m C.O.S

TMS-001

RFS-002

5340

EXL-011

7090

I 1900

A3.01

CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING WORK OR ORDERING MATERIALS. DO NOT SCALE DRAWING. USE FIGURED DIMENSIONS ONLY. PROMPTLY INFORM ARCHITECT OF ANY CONFLICT BETWEEN SITE CONDITIONS AND DOCUMENTS. TECHNICAL DRAWINGS TO BE READ IN CONJUNCTION WITH SPECIFICATION. COPYRIGHT OF DESIGNS SHOWN HEREIN IS RETAINED BY TAYLOR ROBINSON. WRITTEN AUTHORITY IS REQUIRED FOR ANY REPRODUCTION

1710

EXISTING PROFILED METAL ROOF

A4.11

SHOPFRONT HEIGHT C.O.S

C.O.S

5 R 122

DASHED TENANCY CEILING INGO AT RL 69.230 NEW SKYLIGHT.

2 A4.12

3255

2

C.O.S

950

6148

10720

1200

2500

RWS-001

TOW 108.250

1 A5.30

H 2625

6148

800

1245

15

375 665

RWS-001

EXL-002

RWS-001

1040

G 5290

1710

6760

F 5380

SHOPFRONT HEIGHT C.O.S

R 195 0

7290

E 5330

3675 AFFL

2905

STR-010

RFS-002

267 5

D

MALL CEILING HEIGHT C.O.S

TMS-001

7310 R

TENANCY LINE

770

10680

995

10660

TENANCY LINE

C

B 10675

TENANCY LINE

A

ALL ADDITIONAL ROOFTOP PLANT, EQUIPMENT & ASSOCIATED SCREENING TO BE APPROVED BY LANDLORD, CENTRE ARCHITECT, BASE BUILDING STRUCTURAL AND SERVICES ENGINEERS

Sim

2

GENERAL NOTES:

Entrance skylight lobby

•

6708

3675 AFFL

KH

CC-01 S051-02 1 : 100

•

Building facades with relevant architectural features

NOMINALLY 30MM ABOVE SLAB LEVEL OF ADJOINING TENANCY. TENANCY DESIGNER/FITOUT CONTRACTOR Drawn By CheckedTO By FINISHED FLOOR LEVEL(FFL) OF MALL TILED FLOORING SITE CHECK & LOCALLY GRADE INTERNAL FFL TO SUIT KW AM NOMINALLY 30MM ABOVE SLAB LEVEL OF ADJOINING AS CONSTRUCTED LEVELS.

SITE CHECK & LOCALLY GRADE INTERNAL FFL TO SUIT AS CONSTRUCTED LEVELS.

1 : 100

Building S040 roofs with condenser platforms and access walkway system - LEASE PLAN

•

BUILDING ROOFING CONTRACTOR UNDER DIRECTION FINISHED FLOOR LEVEL(FFL) OF MALL TILED FLOORING FROM BASE BUILDING CONTRACTOR.

THE LEASELINE ALLINTERFACE ADDITIONALAT ROOFTOP PLANT, EQUIPMENT & FINISHED FLOOR LEVEL(FFL) OF MALL TILED FLOORING ASSOCIATED SCREENING TO BE APPROVED BY NOMINALLY 30MM ABOVE SLAB LEVEL OF ADJOINING LANDLORD, CENTRE ARCHITECT, BASE BUILDING TENANCY. TENANCY DESIGNER/FITOUT CONTRACTOR TO STRUCTURAL AND SERVICES ENGINEERS

S058 - SECTION

1

S058-02

CC-01 S051-02 1 : 100

•

FFL 65.892 m C.O.S ANY TENANCY SERVICES WITHIN CEILING SPACE TO BE FINISHED FLOOR LEVEL(FFL) OF MALL TILED FLOORING CONFIRMED BY TENANT WITH RESPECT TO ON-SITE CONSTRAINTS. ALL PENETRATIONS TO BE REVIEWED &NOMINALLY 30MM ABOVE SLAB LEVEL OF ADJOINING TENANCY. TENANCY DESIGNER/FITOUT CONTRACTOR TO APPROVED BY BASE BUILDING STRUCTURAL ENGINEER. SITE CHECK & LOCALLY GRADE INTERNAL FFL TO SUIT ROOF PENETRATION TO BE MADE ONLY BY BASE FFL SUBJECT TO TENANCY LAYOUT. REFER TO THE TENANCY GUIDELINES FOR BUILDING ROOFING CONTRACTOR UNDER DIRECTION AS CONSTRUCTED LEVELS. TENANTFROM TO ENSURE FLUSH TENANT'S TREATMENT OF THE CUSTOMER BASE BUILDING CONTRACTOR. THRESHOLD AT ENTRY TO MALL FFL

S051 - ELEVATION

1

SSL RL 65.875 m C.O.S

FLOOR FINISH BY TENANT. MONO CONCRETE FLOOR

S051 - ELEVATION

1

TENANCY LINE

TENANCY LINE

NOT TO BE RELIED UPON FOR STRUCTURAL SUPPORT. 0.0045m² PER m² OF TENANCY G.L.A.R.

PORCELAIN TILES - MALL FLOOR FINISH BY LANDLORD

CONCRETE COLUMN C.O.S

FFL SUBJECT TO TENANCY LAYOUT. TENANT TO ENSURE FLUSH THRESHOLD AT ENTRY TO MALL FFL

KARINGAL HUB REDEVELOPMENT

ANY TENANCY SERVICES WITHIN CEILING SPACE TO BE

BY TENANT WITH RESPECT TO ON-SITE ANY TENANCY SERVICES WITHIN CEILING SPACECONFIRMED TO BE CONSTRAINTS. ALL PENETRATIONS TO BE REVIEWED & CONFIRMED BY TENANT WITH RESPECT TO ON-SITE APPROVED BY BASE BUILDING Drawing TitleSTRUCTURAL ENGINEER. CONSTRAINTS. ALL PENETRATIONS TO BE REVIEWED ROOF&PENETRATION TO BE MADE ONLY BY BASE APPROVED BY BASE BUILDING STRUCTURAL ENGINEER. BUILDING ROOFING CONTRACTOR UNDER DIRECTION ROOF PENETRATION TO BE MADE ONLY BY BASEFROM BASE BUILDING CONTRACTOR.

CONSTRAINTS. ALL PENETRATIONS TO BE REVIEWED & APPROVED M A LBY L BASE BUILDING STRUCTURAL ENGINEER. ROOF PENETRATION BE MADE ONLY BY BASE PORCELAIN TILESTO - MALL FLOOR BUILDING ROOFING CONTRACTOR UNDER DIRECTION FINISH BY LANDLORD FROM BASE BUILDING CONTRACTOR.

TENANT'S SHOPFRONT MUST BE INDEPENDENTLY SUPPORTED FROM MAIN BUILDING STRUCTURE. LANDLORD'S BULKHEAD PROVIDES ONLY LATERAL RESTRAINT NOT STRUCTURAL CAPACITY TO HANG SHOPFRONT.

STEEL PORCELAIN TILES - MALLPLASTERBOARD ON 150mm NOTE: STUD FRAME. TENANCY WALL IS FLOOR FINISH BY LANDLORD CLEAR OPENING REQUIRED TO SHOPFRONTS -

TENANCY WALL - 13MM PLASTERBOARD ON 92MM STEEL STUD FRAME. TENANCY WALL IS NOT TO BE RELIED UPON FOR STRUCTURAL SUPPORT

TENANCY LINE

TENANT TO ENSURE FLUSH THRESHOLD BASE PLATE TO COLUMN TO BE AT ENTRY TO MALL FFL EXISTING 600MM DIA

INSTALLED ON SLAB LEVEL BY LANDLORD TENANT TO BOX OUT AND TREAT FINISH

ADJACENT TENANCY

EXISTING 600MM DIA CONCRETE COLUMN C.O.S

MALL FFL 65.617 m C.O.S

TENANT TO BOX OUT AND TREAT FINISH

150 SHS STEEL COLUMN C.O.S FFL SUBJECT TO TENANCY LAYOUT.

250

SHOPFRONT

BY TENANT

TENANCY LEASEINSTALLED LINE ON SLAB LEVEL BY LANDLORD

MODELLING AND DOCUMENTATION

MALL BULKHEAD BY LANDLORD SHOWN SHADED BEAM BYG.L.A.R. LANDLORD MALL

BY PER TENANT TENANCY WALL - 13MM PLASTERBOARD CENTRE ARE RESTRICTED TO EXISTING CEILING 0.0045m² OF TENANCY REFER TO THE TENANCY GUIDELINES FOR NOm² SHOPFRONT PROJECTION (OUTGO) IS PERMITTED SHOPFRONT. FFL 65.617 m C.O.S ACHIEVABLE AND SHOULD BE VERIFIED ON ON 92MM STEEL STUD FRAME. TENANCY UNLESS OTHERWISE STATED IN TENANCY DESIGN & A D J A C EHEIGHTS NT TENANCY LEASE LINE TENANT'S TREATMENT OF THE CUSTOMER ANY TENANCY SERVICES WITHIN CEILING SPACE TO BE FITOUT GUIDELINES. WALL IS NOT TO BE RELIED UPONTFOR INTERFACE AT THE LEASELINE E N A N SITE. CY SHOPFRONT

BY TENANT CONFIRMED

BY TENANT WITH RESPECT TO ON-SITE STRUCTURAL SUPPORT S058 TENANCY WALL - 13mm ADJACENT

1800

S051

BASE PLATE TO COLUMN TO BE

CEILING IS NOT INSTALLED, INTERTENANCY WALLS AND MALL BULKHEAD BY LANDLORD RL 70.055 m C.O.S PLASTERBOARD MALL BULKHEAD MUST BE EXTENDED TO THE TENANT'S SHOPFRONT MUST BE INDEPENDENTLY ADJACENT UNDERSIDE OF SLAB/ROOF ABOVE BY TENANT. CEILING SUPPORTED FROM MAIN BUILDING STRUCTURE. CEILING INGO AND PLASTERBOARD BULKHEAD T E N A N C TENANCY Y HEIGHT MAY BE ABOVE INTERTENANCY PARTITION AT LANDLORD'S BULKHEAD PROVIDES ONLY LATERAL NOTE: LEASE LINE TO TO CONCEAL HEADER BEAM BY TENANT EXTENT OF EXPOSED STUD FRAMING BELOW SHOPFRONT HEADERAPPROVAL. TENANCY'S COST WITH CEILINGEXISTING HEIGHT 3700mm ASSL CENTRE OF TENANCY WALL2. TENANCY CEILING HEIGHTS WITHIN CLEAR OPENING REQUIRED TO LANDLORD'S SHOPFRONTS RESTRAINT NOT STRUCTURAL CAPACITY TO HANG

TENANCY HEIGHT C.O.S

S051

RL 69.280 m C.O.S

Aldi package, after Taylor Robinson achieved the Town Planning Approval in 2021.

NO SHOPFRONT PROJECTION (OUTGO) IS PERMITTED NO SHOPFRONT PROJECTION (OUTGO) IS PERMITTED UNLESS OTHERWISE STATED IN TENANCY DESIGN & UNLESS OTHERWISE STATED hamessharley.com.au IN TENANCY DESIGN & +61 8 9381 0200 FITOUT GUIDELINES. FITOUT GUIDELINES. Project TENANT'S SHOPFRONT MUST BE INDEPENDENTLY TENANT'S SHOPFRONT MUST BE INDEPENDENTLY SUPPORTED FROM MAIN BUILDING STRUCTURE. SUPPORTED FROM MAIN BUILDING STRUCTURE. LANDLORD'S BULKHEAD PROVIDES ONLY LATERAL LANDLORD'S BULKHEAD PROVIDES ONLY LATERAL RESTRAINT NOT STRUCTURAL CAPACITY TO HANG RESTRAINT NOT STRUCTURAL CAPACITY TO HANG SHOPFRONT. 330 Cranbourne Road, Frankston VIC 3199 SHOPFRONT.

1. TENANCY CEILING HEIGHTS WITHIN EXISTING CENTRE ARE NOMINATED BASED ON VERIS SURVEY INFORMATION.

SHOWN HATCHED

3700

4212

150 SHS STEEL COLUMN C.O.S

SHOPFRONT HEADER BEAM BY LANDLORD

TENANCY HEIGHT C.O.S

TENANCY LEASE LINE

DASHED TENANCY CEILING BEYOND AT 68.588 AFFL

TENANCY LEASE LINE

S051

SHOPFRONT

BY TENANT

VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING ANY WORK. ALL FITOUTS SHALL COMPLY WITH THE

the project team in the tender issuance deadlines in 2019 and the construction documentation of Coles Package in 2021. In addition, I worked on the coordination and documentation of Stage 2, i.e., the initial

CENTRE: ANY WORK. ALL FITOUTS SHALL COMPLY WITH THE ALL CEILINGS BY TENANT. IF A SET PLASTERBOARD 1. TENANCY NATIONAL CEILING CONSTRUCTION HEIGHTS WITHIN EXISTING CODE. WARNING! CEILING IS NOT INSTALLED, INTERTENANCY WALLS AND CENTRE ARE NOMINATED BASED ON VERIS SURVEY THIS PRELIMINARY LEASE PLAN IS FOR DISCUSSION MALL BULKHEAD MUST BE EXTENDED TO THE TENANT TO ALLOW FOR EXPANSION AND UNDERSIDE OF SLAB/ROOF ABOVE BY TENANT. CEILING INFORMATION. PURPOSES ONLY. CEILING INGO AND PLASTERBOARD BULKHEAD CONSTRUCTION JOINTS WITHIN TENANT'S FINISHES. HEIGHT MAY BEROLLER ABOVE INTERTENANCY PARTITION AT INDICATIVE SHUTTER ZONE. TENANT TO TO CONCEAL HEADER BEAM BY TENANT FINAL LOCATION AND SIZING OF STRUCTURE AND TENANCY'S WITH LANDLORD'S APPROVAL. SERVICES ARE SUBJECT TO CHANGE. PROVIDECOST ADDITIONAL STRUCTURAL SUPPORT. NOTED OTHERWISE, LANDLORD/TENANT WORKS 2. TENANCY UNLESS CEILING HEIGHTS WITHIN EXISTING NEW ROOF AND INSULATION ALLOCATION WILL TO BE AS PER TENANCY DESIGN & FITOUT RL 70.392 m C.O.S FEATURE MALL CEILING BY LANDLORD CENTRE ARE RESTRICTED EXISTING CEILING REFER TO THE TENANCY GUIDELINES FORTENANCY CEILING HEIGHTS WITHIN EXISTING NO SHOPFRONT PROJECTION (OUTGO) IS PERMITTED OVER BY LANDLORD GUIDELINES. HEIGHTS ACHIEVABLE AND SHOULD BE VERIFIED ON UNLESS OTHERWISE STATED IN TENANCY DESIGN & TENANT'S TREATMENT OF THE CUSTOMER SERVICES ZONE LANDLORD'S SERVICE ZONECENTRE: SITE. FITOUT GUIDELINES. ALL CEILINGS BY TENANT. IF A SET PLASTERBOARD INTERFACE AT THE LEASELINE SHOPFRONT HEADER BEAM BY LANDLORD

SHOPFRONT HEADER HEIGHT C.O.S

MALL CEILING HEIGHT C.O.S

S051

3675 AFFL

4212

EXISTING ROOF AND DASHED TENANCY CEILING INSULATION OVER RL 69.806 m C.O.S BEYOND AT 68.588 AFFL MALL CEILING BY LANDLORD

meet the current needs of the local population catchment. I worked on Stage 1 of this project to assist

PRELIMINARY

TENANT TO ALLOW FOR EXPANSION AND NATIONAL CONSTRUCTION CODE. NOTES:CONSTRUCTION JOINTS WITHIN TENANT'S FINISHES. SERVICES PROVISIONS YET TO BE COORDINATED TENANT TO ALLOW FOR EXPANSION AND AND ARE SUBJECT TO CHANGE JOINTS WITHIN TENANT'S FINISHES. UNLESS NOTED OTHERWISE, LANDLORD/TENANTCONSTRUCTION WORKS ALL FLOOR LEVELS TO BE VERIFIED ON SITE ALLOCATION WILL BE AS PER TENANCY DESIGN & FITOUT UNLESS NOTED OTHERWISE, LANDLORD/TENANT WORKS GUIDELINES. ALLOCATION WILL BE AS PER TENANCY DESIGN & FITOUT WARNING! GUIDELINES. THIS PRELIMINARY LEASE PLAN IS IF FOR DISCUSSION ALL CEILINGS

BY TENANT. A SET PLASTERBOARD PURPOSES ONLY. CEILING IS NOT INSTALLED, INTERTENANCY WALLS AND ALL CEILINGS BY TENANT. IF A SET PLASTERBOARD FINAL LOCATION AND SIZING OFBE STRUCTURE CEILING IS NOT INSTALLED, INTERTENANCY WALLS AND MALL BULKHEAD MUST EXTENDEDAND TO THE MALL BULKHEAD MUST BE EXTENDED TO THE SERVICES ARE SUBJECT TO CHANGE. UNDERSIDE OF SLAB/ROOF ABOVE BY TENANT. CEILING UNDERSIDE OF SLAB/ROOF ABOVE BY TENANT. CEILING HEIGHT MAY BE ABOVE INTERTENANCY PARTITION AT MAY BE ABOVE INTERTENANCY PARTITION AT TENANCY'S COST WITH LANDLORD'S APPROVAL. HEIGHT TENANCY'S COST WITH LANDLORD'S APPROVAL.

FINAL LOCATION AND SIZING OF STRUCTURE AND 10363 TENANCY DESIGN & FITOUT GUIDELINES. ALL TENANCY NOTES: SERVICES ARE SUBJECT TO CHANGE. UNLESS NOTED OTHERWISE, LANDLORD/TENANT WORKS SHOPFRONT & EXTERNAL SIGNAGE SUBJECT TO SERVICES PROVISIONS YET TO BE COORDINATED C.O.S ALLOCATION WILL BE AS PER TENANCY DESIGN & FITOUT LANDLORD'S APPROVAL AND ARE SUBJECT TO CHANGE GUIDELINES. TENANCY CEILING HEIGHTS WITHIN EXISTING ALL FLOOR LEVELS TO BE VERIFIED ON SITE VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING

TENANCY LEASE LINE

RL 69.280 m C.O.S

the existing shopping centre, whilst maintaining its classification as a convenience based centre and

150

TENANCY LINE

MALL CEILING HEIGHT C.O.S

MALL CEILING BY LANDLORD

SHOPFRONT HEADER HEIGHT C.O.S

TENANCY LINE

RL 69.806 m C.O.S

AM

DRAWINGS ARE TO BE READ IN CONJUNCTION WITH TENANCY DESIGN & FITOUT GUIDELINES. ALL TENANCY A NOTES: 24/07/2020 AM NOTE: SHOPFRONT & EXTERNAL SIGNAGE SUBJECT TO LEASE PLAN CLEAR OPENING REQUIRED TO SHOPFRONTS LANDLORD'S APPROVAL DRAWINGS ARE TO BE READ IN CONJUNCTION WITH 0.0015m2 PER m2 OF TENANCY G.L.A.R. Rev. DateGUIDELINES. Initial ALL Description TENANCY DESIGN & FITOUT TENANCY SHOPFRONT & EXTERNAL SIGNAGE SUBJECT TO VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING Client LANDLORD'S APPROVAL ANY WORK. ALL FITOUTS SHALL COMPLY WITH THE NATIONAL CONSTRUCTION CODE.

TENANT TO ALLOW FOR EXPANSION AND CONSTRUCTION JOINTS WITHIN TENANT'S FINISHES.

DRAWINGS ARE TO BE READ IN CONJUNCTION WITH

8/10/2020

LEASE PLAN NOTES:

VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING ANY WORK. ALL FITOUTS SHALL COMPLY WITH THE NATIONAL CONSTRUCTION CODE.

WARNING! THIS PRELIMINARY LEASE PLAN IS FOR DISCUSSION LEASE PLAN NOTES: PURPOSES ONLY.

PRELIMINARY

C

NORTH BLACKBURN SHOPPING CENTRE, BLACKBURN, AUSTRALIA

REQUESTED TENANCY LEASE PACKAGE REQUEST FOR TENANCY LEASE PACKAGE REQUESTED SKETCH LEASE PLAN UPDATES REQUESTED SKETCH LEASE PLAN UPDATE REQUESTED SKETCH LEASE PLAN

6900

TENANCY LINE

TENANCY LINE

KG C.O.S

NOTES: SERVICES PROVISIONS YET TO BE COORDINATED K11 AND ARE SUBJECT TO CHANGE

K10a

AM

© COPYRIGHT. B 18/09/2020 AM USE FIGURED DIMENSIONS IN PREFERENCE TO SCALED. ALL DIMENSIONS TO BE VERIFIED AND CHECKED ON SITE.

DRAWINGS ARE TO BE READ IN CONJUNCTION WITH TENANCY DESIGN & FITOUT GUIDELINES. ALL TENANCY SHOPFRONT & EXTERNAL SIGNAGE SUBJECT TO LANDLORD'S APPROVAL

ALL FLOOR LEVELS TO BE VERIFIED ON SITE © COPYRIGHT. USE FIGURED DIMENSIONS IN PREFERENCE TO SCALED. ALL DIMENSIONS TO BE VERIFIED AND CHECKED ON SITE.

10253

DASHED TENANCY CEILING INGO AT RL 69.230

DASHED TENANCY CEILING INGO AT RL 69.230

C.O.S

04/11/2020

We are in partnership with Taylor Robinson from Perth to work on the extension and refurbishment of

LEASE PLAN NOTES:

PRELIMINARY

C.O.S

D

200

13595 23439

C.O.S

EXISTING ROOF AND INSULATION OVER

IMAGE BY TAYLORE ROBINSON 03/03/2021 KW NOTE: CLEAR OPENING REQUIRED TO SHOPFRONTS 0.0015m² PER m² OF TENANCY G.L.A.R.

© COPYRIGHT. USE FIGURED DIMENSIONS IN PREFERENCE TO SCALED. ALL DIMENSIONS TO BE VERIFIED AND CHECKED ON SITE.

S040-2 - LEASE PLAN 1 : 100

TENANCY WALL - 13MM PLASTERBOARD ON 150MM STEEL STUD FRAME. TENANCY WALL IS NOT TO BE RELIED UPON FOR STRUCTURAL SUPPORT.

3600

ADJACENT TENANCY

1055

88

C.O.S

RL 65.803 m C.O.S

1

A1.23

INDICATIVE TLP SERVICES SETOUT NOT TO SCALE

EXISTING DEMISING PIER BY LANDLORD

KG

1

TENANT TO MEASURE PRIOR TO FITOUT

PROPOSED 150 SHS WITHIN TENANCY WALL

9843

P6

GPO (below) 350 AFL

2

1 S040-04

SHOPFRONT BY TENANT

TENANCY LEASE LINE TO CENTRE OF TENANCY WALL

150 SHS WITHIN TENANCY WALL

C.O.S

P4

FD 1400 AFFL

NEW RAMP 1:70 WITHIN MALL

150 SHS COLUMN WITHIN TENANCY WALL

10253

P3

S.O.P

DW S

GAS

FROM CEILING LEVEL

S040-05

TENANCY LEASE LINE

TENANCY LEASE LINE TO INTERNAL FACE OF INTER-TENANCY WALL TENANCY WALL - 13MM PLASTERBOARD ON 150MM STEEL STUD FRAME. TENANCY WALL IS NOT TO BE RELIED UPON FOR STRUCTURAL SUPPORT. 1 ADJACENT ADJACENT ELEC ROOM STORE S040-05

P2

700

DB 1600 AFFL TO TOP OF BOARD

WASTE

C.O.S

RL 65.858 m C.O.S

161.00°

SSL 65.875 m C.O.S

TENANCY LEASE LINE TO INTERNAL FACE OF INTER-TENANCY WALL

NO PENETRATIONS ALLOWED WITH SLAB SHOWN AS PER HATCHED ZONE

TMS-001

300 300 200 GREASE AND GAS TO NOMINATED FOOD TENANCIES ONLY GREASE

23436

906

2

1275

SHOPFRONT BY TENANT

2400

S040

TBC

P1

RECESSED SPEAKER

TENANCY LEASE LINE

FFL 65.892 m C.O.S

INTERNAL C.O.S

A4.12

777

TENANCY LEASE LINE TO INTERNAL FACE OF INTER-TENANCY WALL

BASE PLATE TO COLUMN TO BE INSTALLED ON SLAB LEVEL BY LANDLORD TENANT TO BOX OUT AND TREAT FINISH

C.O.S

TBC

4971

1093

ADJACENT TENANT TO TREAT END OF INTERTENANCY WALL

FINAL FINISH TO FHR DOOR AND ENCLOSURE BY TENANT ADJACENT MALL S040-04 2 FFL 65.892 m C.O.S TENANCY LEASE LINE TO INTERNAL FACE OF INTER-TENANCY WALL

C.O.S

NO PENETRATIONS ALLOWED WITH SLAB SHOWN AS PER HATCHED ZONE

9749

C.O.S

2169 460 700

SERVICES C.O.S

757 518

C.O.SC.O.S

9749

ADJACENT TENANCY

7 525 .S C.O

C.O.S

TENANCY WALL - 13MM PLASTERBOARD ON 92MM STEEL STUD FRAME. TENANCY WALL IS NOT TO BE RELIED UPON FOR STRUCTURAL SUPPORT.

TENANCY WALL - 13MM PLASTERBOARD ON 150MM STEEL STUD FRAME. TENANCY WALL IS NOT TO BE RELIED UPON FOR STRUCTURAL SUPPORT.

S040-05

RECESSED DOWNLIGHT

C.O.S

ELEC/ COMMS RISER

TBC

2

K17

CUSHION HEAD

INDICATIVE ACCESS PANEL

BY TENANT

WARNING! THIS PRELIMINARY LEASE PLAN IS FOR DISCUSSION PURPOSES ONLY. FINAL LOCATION AND SIZING OF STRUCTURE AND SERVICES ARE SUBJECT TO CHANGE.

TENANCY WALL - 13MM PLASTERBOARD ON 92MM STEEL STUD FRAME. TENANCY WALL IS NOT TO BE RELIED UPON FOR STRUCTURAL SUPPORT.

ADJACENT BOH CORRIDOR

SMOKE DETECTOR POWER SUPPLY

NOTES: SERVICES PROVISIONS YET TO BE COORDINATED AND ARE SUBJECT TO CHANGE ALL FLOOR LEVELS TO BE VERIFIED ON SITE

TENANCY LEASE LINE TO INTERNAL FACE OF INTER-TENANCY WALL TENANCY LEASE LINE TO CENTRE OF TENANCY WALL

FIRE STAIRWAY BELOW - NO PENETRATIONS ALLOWED

DB

SJ/CJ/DJ/PTJ STRUCTURAL SLAB JOINT MJ/TMJ

50

ADJACENT TRAVELATOR/ LIFT

TENANCY WALL - 13MM PLASTERBOARD ON 150MM STEEL STUD FRAME. TENANCY WALL IS NOT TO BE RELIED UPON FOR STRUCTURAL SUPPORT.

K16

RETURN AIR GRILL

PRELIMINARY

INTERNAL C.O.S

INDICATIVE LOCATION OF SERVICES TO BE VALIDATED ON SITE

SUPPLY AIR DIFFUSER

TENANCY LEASE LINE

LAYOUT OF SERVICES

7998

TENANCY LEASE LINE TO INTERNAL FACE OF INTER-TENANCY WALL

SETOUT POINT

NEW WALLS LICENSED/SEATING AREA

KM

SUPERVISOR: Harold Perks (Director)

EMERGENCY EXIT SIGN BY TENANT

DRENCH SPRINKLER

EXISTING WALLS

S040-05

KL

COST: $60 Million

EMERGENCY LIGHTING BY TENANT

EXPOSED SPRINKLERS

TELEPHONE (FD)

1

EMPLOYER: Hames Sharley

SURFACE MOUNTED SPEAKER

CONCEALED SPACE SPRINKLERS

GREASE TRAP WASTE

beams by the landlord, bulkheads and ceiling ingos by the tenants, existing site conditions, etc.

5356

INDICATIVE BELOW CEILING SPRINKLERS SUBJECT TO SERVICES COORDINATION

WATER SUPPLY (DWS)

2019, 2021

08.11.19

DRAW Author N

JOB NUMBER

2.

DRAWING NO.

3.

4.

5.

6.

A5.30

SCAL 1 : 50 @ A1 E CHECKE D Checker

21067

REVISIO N

G

C Copyright 2018

7.

8.

9.

ALL TROLLEY CORRAL FRAMES TO BE 40MM DIA. GALVANIZED STEEL. ENSURE BOLT FIXINGS TO SLAB ARE TRIMMED DOWN TO REDUCE TRIPPING HAZARD. FINAL COORDINATION WITH ALL SERVICES YET TO BE CARRIED OUT. LAYOUT AND DESIGN SUBJECT TO COUNCIL APPROVAL. FINAL LAYOUT AND DESIGN SUBJECT TO AUSTRALIAN UNITY APPROVAL. BAY WIDTH AND LENGTH MAY VARY. CHECK ON SITE DELETE SIDE RAILS WHERE TROLLEY CORRAL IS ADJACENT TO KERBS ALL STEELWORK FOR TROLLEY CORRALS TO BE GALVANIZED SIGN FRAME, GUIDE RAILS AND HAND RAILS TO BE CONSTRUCTED OF GALVANIZED STEEL RHS SECTIONS. REFER TO OVERALL PLANS FOR TROLLEY CORRAL LOCATIONS. CONTRACTOR TO CONFIRM DESIGN THROUGH SHOP DRAWINGS PRIOR TO FABRICATION. REFER TO PLANS FOR LOCATION WHERE TROLLEY CORRALS ARE OF REDUCED LENGTH.

SITE BOUNDARY

EXISTING KERB TO BE RETAINED BLEND NEW KERB AND PAVEMENT TO MATCH EXISTING EXISTING TREE TO BE RETAINED

EXISTING SOAKWELL TO BE RETAINED

PAV005

EXTERNAL TACTILE PAVERS

EXTERNAL WORKS - EXISTING BITUMEN + LINE MARKING TO BE RETAINED

LNC001

LANDSCAPING - TO MEET COUNCIL REQUIREMENTS

www.trcb.com.au / www.hamessharley.com.au

9388 6111

PROJECT

NEW WORKS LEGEND PROPOSED KERB BK SMK FK SD

BARRIER KERB SEMI MOUNTABLE KERB FLUSH KERB SPOON DRAIN

SOAKWELL

NORTH BLACKBURN SHOPPING CENTRE DRAWIN G

EXTERNAL WORKS - ZONE 1 PROPOSED TREE

NEW LINEMARKING - REFER TO CIVIL DOCUMENTATION FOR FURTHER DETAIL.

REFER TO CIVIL ENGINEER'S DOCUMENTATION FOR FULL EXTENT OF EXTERNAL SITE WORKS

JOB NUMBER

PLOT DATE DRAW TRHS N

EXTERNAL WORKS - ZONE 1 (NBSC)

@ A1

CHECKE D SH

21067

DRAWING NO.

A1.11

SCAL As indicated E REVISIO N

C Copyright 2018

6

RESIDENTIAL / MIXED-USE HIGH-RISE

PALLADIUM APARTMENTS LOCATION: Southbank, VIC

From August 2018 to September 2019, I was under employment at Squillace Architects. Squillace Architects has

AREA: 22,673 m2

COST: $100 Million

2018-2019 EMPLOYER: Squillace Architects SUPERVISOR: Simon Dyer (Associate Director)

been established for over 25 years with a head office in Sydney. The Melbourne office mainly specialises in residential high-rises in Southbank. We had 3 staffs in our Melbourne studio, i.e., the associate director, the senior architectural technician and myself. I enjoyed the experience of working on 3 long-term projects which were on different phases.

As the only architectural graduate in the Melbourne studio, I was exposed to various aspects of the complexity of the work content and learned a lot from this valuable experience.

In September 2019, the Melbourne studio was closed. Rothelowman and Urban Design Architects took over the work and responsibility for the completion of the projects.

PALLADIUM APARTMENT (LEFT) STATUE APARTMENTS

STAGE 2 - PALLADIUM APARTMENTS

MORAY STREET APARTMENTS

STAGE 1 - PLATINUM APARTMENTS

PHOTOS BY KENNY W.

10.02.2020

From 2018 to 2019, under the supervision of Director Vince Squillace and Associate Director Simon Dyer, I was involved in this 52-storey apartment building since the tender documentation stage. The project was under novation, a form of design-and-build agreement, in which the client initially employed us as architects and all the specialist consultants to carry out design and documentation. On the basis of these documents, tenders were called and the building contractor was selected. After the early works were completed, the client novated us and all the consultants to the contractor who took responsibility for the completion of the project.

SITE MEETINGS SITE VISIT 26.07.2019

SITE VISIT 22.08.2019

SITE VISIT 17.09.2019

The building construction has been completed in 2021. My responsibilities during construction on this project included: SOUTHBANK PRECINCT, MELBOURNE, AUSTRALIA

•

timely site visits to inspect the works and ensure the works in compliance with our documents, e.g., to inspect the slab profiles and downpipe positions before and after the concrete slabs were poured

•

site meetings with the client and the builder at the client’s office

•

assistance in reviewing RFI’s from the contractor to provide further documents and determine the responsibility and reasonability of time and cost variations.

7

1

B

A 2950

00 147

B 2850 1 A-3101

2

C 1 A-3100

2900

BB

TW

FSL 0.810

578

0 599 TD

FW

D

BT

BT 100

1955

0 452

1281

E

CC

FW

0 114

5 409

FSL 0.720 0 109

290 0 395

475

UP

6

1 A-3102

F

6

0 240 350

2100

0 450

5 152

50

. .O.S 0C 296

50 0 150

6350

5 WT0 6 WT0

6 WT0

FSL 1.910 1 A-3125

1400

11

0 220

G

1760

26.8°

480 TD

1760 90

850 150

VARIES

250

FW

12

6250

FSL 1.910

3570

FSL 0.765

TD 3055

FW

ORIFICE CHAMBER

LEGEND

TYPICAL SHOWER SETDOWN 30mm

CONCRETE FLOOR SLAB, TYPICAL

FW

TYPICAL 100mm DIAM DP TO BE 70mm CL OFF WALL OR EDGE

MIN. 1 in 100 FALLS TO FW

RISER ZONE. SERVICES PENETRATIONS TO BE FINISHED WITH FIRE COLLAR TO APPROVED DETAIL

TYPICAL HOB 100H x 140W

DP

FALL

NOTE: Refer to and coordinate all services penetrations with services engineer's documentation. Read in conjunction with structural engineer's documentation and confirm with structural engineer prior to final set out.

A-3112

WT06

6 WT0

WT06

WT41

250

CARPARK ENTRY RAMP OVER

RAFT SLAB BELOW OSD TANK. REFER TO STRUCTURAL ENGINEER'S DRAWINGS

A-3105

1

OSD TANK

A-3104

1

JOIN BETWEEN WT38 & WT06

NOTE: BOUNDARY IS NOT PARALLEL TO PERIMETER WALL

FOOTINGS UNDER SHOWN DASHED REFER TO STRUCTURAL ENGINEERS DOCUMENTATION

A-3103

1

RED DASH DENOTES TOP OF PILE CAP TO SUIT UNDERSIDE OF LOWER SLAB, REFER TO STRUCTURAL ENGINEER'S DOCUMENTATION

FW - FLOOR WASTE DP - DOWNPIPE SD - SEWER DRAIN CO - CLEAR OUT POINT TD - TUNDISH BT - BUCKET TRAP TW- TRADE WASTE COORDINATE WITH HYDRAULIC ENGINEER'S DOCUMENTATION THROUGHOUT AND WOOLWORTHS STANDARD DETAILS FOR GROUND FLOOR SLAB.

SWP

FSL 0.110 1400

A-3112

1

TRENCH DRAIN AS PER CIVIL DRAWINGS

5525

1

NOTE: BOUNDARY IS PARALLEL TO PERIMETER WALL

LIFT PIT SUMP WITH MOISTURE SENSOR

JOIN BETWEEN WT05 & WT39

WT40

500

WT06

DP OF

1373

90 350

1140

B

2280

1400

1010 500

80 177

2400

SUBSTATION PIT FSL 0.510

FOLD IN SLAB FSL 1.910

3425

200

1425 FW

FW

2100

1000 FOLD IN SLAB

WC

1850

750

1400

350

6 WT0

.O.S 0C 400

FSL 1.910

1050 150

150

CLEAN OUT TO SURFACE FROM LIFT PIT PUMP OUT LINE

ARY ND OU MB FRO ET FFS 50 O

FSL 0.855

425

WT0

425

297

825 2 A-3112

FW

800

CO

FW

375

CO

160

CW CW

50

WT0

5145

300

50

0 119

0 400 DP

FW

VARIES

1150 TOP OF PILE CAPS TO SUIT LOWER SLAB, REFER TO STRUCTURAL ENGINEER'S DOCUMENTATION

FW

40mm SETDOWN IN SLAB TO LIFT DOORS

2300

2047

100 TD

1725

50

6 WT0

50 ø 12 030

TD

TRADE WASTE STACK CAPPED ABOVE FFL

FW

WT01

1705

1195

90 1300 500

500 1005

565

1160 190

CO

780

VOID

WT03

1660

450

250

BT

380 815

200

SD

60 109

TW

100

TW

A-3112

FSL 1.810

FSL 1.86

TD

40 760

FOOTINGS UNDER SHOWN DASHED REFER TO STRUCTURAL ENGINEERS DOCUMENTATION

TRADE WASTE FSL 1.860 STACK CAPPED ABOVE FFL

100 TW

350 FW 2900

FSL 1.910

0 160

BT

TOP OF PILE CAP TO SUIT LOWER SLAB, REFER TO STRUCTURAL ENGINEER'S DOCUMENTATION

90.000 ° TW BT

552 0 419

FSL 1.860

2720

FSL 2.630 1000

2350

WT03

VOID

FSL 1.860

2350

550 875 780

FSL 2.630 2450 1700 700

5 131

5

26.8°

375

500

375

CO

0 400

WT0

FSL 1.910

HOB AT FSL 1.91 FOR FACADE ALIGNMENT WITH NEIGHBOURING PROPERTY. COORDINATE WIDTH OF HOB WITH FACADE CONTRACTOR

AA

2

1

Y AR ND OU MB FRO ET FFS 50 O

1

FSL 1.860

TW

WT01

50

500

2900

FSL 1.860

1712

1450

FSL 1.860 FSL 1.860 1188 450

350 2035

TOP OF PILE CAPS TO SUIT LOWER SLAB, REFER TO STRUCTURAL ENGINEER'S DOCUMENTATION

NOTE: REFER TO WSP CONSULTANT'S DOCUMENTATION FOR: CONFIRMATION OF POWER, DATA, SWITCHES, & ALL OTHER ELECTRICAL SERVICES, INCLUDING LIGHTING TO CAR PARK LEVELS SUPPLY/RETURN AIR DIFFUSERS & ALL OTHER MECHANICAL SERVICES NOT VISIBLE ON THE CEILINGS

© This work is copyright. Apart from any use permitted under the copyright act 1968, no part may be reproduced by any process, nor may any other exclusive right be exercised, without the permission of Squillace Architects Pty Ltd, Australia.

The use of this drawing is conditional on your agreement to the Squillace Electronic Transfer Agreement as found on our website at www.squillace.com.au/eta

STATUS

FOR CONSTRUCTION

2000

PURPOSE OF ISSUE

CONSTRUCTION ISSUE GROUND FLOOR CHANGES GREASE LINES TO GROUND FLOOR BCA ITEMS & STRUCTURAL CHANGES STRUCTURAL CHANGES TO GROUND STRUCTURAL CHANGES TO GROUND WOOLWORTHS COORDINATION FOR INFORMATION CONSTRUCTION ISSUE FOR INFORMATION EARLY WORKS PACKAGE

0

5000

Do not scale drawings. Verify all dimensions on site.

Report any discrepancies in documentation to architect before commencing works.

NOTES 1:200 @ A3

DATE

21.08.19 12.08.19 02.07.19 26.06.19 11.06.19 07.06.19 20.05.19 18.02.19 15.02.19 18.06.18 23.10.17

1:100 @ A1

B 9 8 7 6 5 4 3 A 2 1

SALVO PROPERTY GROUP

CLIENT

ISS

ARCHITECTS INTERIOR DESIGNERS SYDNEY 1/80 Albion St, Surry Hills NSW 2010 Ph: +61 2 8354 1300 ABN: 24 132 554 753

ISSUE

MELBOURNE Level 2, 333 Flinders Lane, Melbourne VIC 3000 Ph: +61 3 9629 4888 ABN: 34 137 620 538 NOMINATED ARCHITECT Vince Squillace Reg No. 6468 (NSW), 17219 (VIC), 3677 (QLD)

www.squillace.com.au

PROJECT

PALLADIUM 245 CITY ROAD, SOUTHBANK

DRAWING

As indicated@ A1

SCALE

21.08.19

DATE

A-1100 B JOB

DRAWING

SPG1403

Internal Team

HERO VIEW (ENSCAPE & PHOTOSHOP)

penetrations on the core elevation clashed with the concrete beam structure

stage. I was in charge of the Town Planning Drawing Package, BIM model management and visualisation for this project. In September 2019, our Melbourne studio was closed and the project was passed to Rothelowman. construction documentation and pass over the project thereafter

WT06

OFFSET FROM BOUNDARY 50 TRADE WASTE VENT TO HIGH LEVEL

CLEAN OUT POINTS AS PER HYDRAULIC DRAWINGS FOOTINGS UNDER SHOWN DASHED REFER TO STRUCTURAL ENGINEERS DOCUMENTATION

TRADE WASTE PENETRATIONS REFER TO HYDRAULIC DRAWINGS

PENETRATION IN WALL FOR GARBAGE CHUTE DIVERSION. 1400mm HIGH OPENINING, 1800mm OFF FSL (RL3.31)

FSL 1.860

2650

760

130

FSL 0.650 500 1005 270 350

BT

FSL 0.650 PRECAST G.I.T. REFER TO HYDRAULIC ENGINEERS DRAWINGS FOR DETAILS

1 A-3125

835

3 4

5

GARBAGE CHUTE PENETRATIONS THROUGH COPE TO BE COORDINATED WITH WASTECH CHUTE SHOP DRAWINGS WT06

500

XHDG-BT

FSL 1.860

200

520 BT

FSL 1.730

50

230

ALIGN PENO IN WALL WITH BLOCKED OUT PENO IN ADJOINING PROPERTY WALL

A-3103

1 A-3104

6 7

8

HEATING ELEMENT IN SLAB UNDER COOL ROOM/ FREEZER LOCATION

SET PILE CAP DOWN TO SUIT HEIGHT OF ALIMAK SLAB BASE

1130

FSL 0.600

SLAB REBATE FOR GAS SERVICES PIPES. BUILDER TO COORDINATE WITH GAS UTILITY COMPANY

1 A-3102

600 1000

0 110

5470 1

1920 0 725

1430

3065 665 940 650

2040

665 500

500 1600 340

5414 1018 A-3100

1145

CONCEALED FIRE SPRINKLERS & ALL OTHER FIRE PROTECTION SERVICES.

External Consultants

1190 1660

READ IN CONJUNCTION WITH ASSOCIATED ACOUSTIC, THERMAL, ENVIRONMENTAL REPORTS & ALL FINISHES &

COORDINATION

27900 1330

455 6300

560 1040 1° FALL

250 2503 3797 250

1000 50

2750 2667 900 150

1550 250

455 1:8 1:8

1560 423 350 4500 1000

800 1000 250 1500 50

1 A-3105

9

10

EXTENT OF ALIMAK BASE SLAB AT LOWER LEVEL INDICATED IN ACCORDANCE WITH CONTRACTOR'S DOCUMENTATION FROM 'SCAN-RENT' REV.A DATED 8.5.19 AND DIMENSIONED MARK-UP RECEIVED 17.5.19. LEVELS INDICATED ARE TO FINISHED SLAB LEVEL OF FINAL DESIGN.

1 A-3101

1260

1000 500 500 3320

250 1550

1179 1:100 FALL

995

1500 300 50

1940

625 1920 3955 250 4070

1350 1550 250

1475

200 1140 660 500 1375 1140

WT03

1200

3030 2690 670 770 770

500 1600 500

WT01 WT01

1140 580 840 1375 500 660 1140

1210 1000 200

1380 2455 1200 1500

50

550 650 1100 130

250 1550 1330

200 1718 182 3674 746 3730 500

1500 300 4995

LEVEL 00 CONCRETE SETOUT PLAN 1 : 100 @ A1

1330

Squillace and Associate Director Simon Dyer, I was fully involved in the project since the beginning of the concept coordination and assigning the works to the architect from our sub-consultant to together complete 100% •

4295

2465

2100

36235

1870 10800 1600 5855 5395 3320 6750 5400

AREA: 35,757 m2

SUPERVISOR: Simon Dyer (Associate Director) COST: $150 Million achieve the building permit stage by stage, specifically the early works, ground level to level 8, level 9 to level

Moray Street Apartment is a 56-storey residential high-rise in Southbank. Under the supervision of Director Vince assistance for the team to review the precast panel and lift core shop drawings •

Revit model update subject to documentation progression •

coordination with the fire, electrical and mechanical engineers, e.g., to solve the issues that the service •

timely check of architectural documentation to ensure it achieved the contract and procurement procedure •

liaison with the engineers to re-document the structure and update the plan layout to suit the new structure size, •

documentation of architectural drawings, e.g., GA plans, concrete set-out plans, core plans, core elevations, •

EMPLOYER: Squillace Architects CONSTRUCTION DOCUMENTATION

LOCATION: Southbank, VIC To be efficient, I worked with the senior architectural technician to produce the construction documentation and

2018-2019

MORAY STREET APARTMENTS PALLADIUM APARTMENTS

39, and level 40 to level 51, so that the construction could be started before we completed the whole construction documentation set. Subsequently, we completed the 100% construction documentation by September 2019, which included the following aspects:

apartment type plans, RCP’s, wall types, window schedules, etc. requirements before issuance.

GROUND LEVEL CONCRETE SET-OUT PLAN

due to the fact that the contractor employed their new structural engineers to carry out a new structure proposal

which saved the concrete cost

8

TOWN PLANNING APPLICATION SECTION 72 I took the responsibilities for the following tasks: •

documentation of the whole Town Planning Drawing Package

•

assistance for the director to prepare the comparison report for the council

•

update the documents to ensure they are in compliance with the Better Apartments Design Standards (BADS), e.g., minimum room & living area dimensions and storage volume

•

assistance for the director to liaise with the specialist consultants with respect to structure, acoustics, waste management, environmental sustainability, wind speed measurement, landscape and transport (car stacker)

•

meeting with the client for review and approval

•

development schedules

•

material investigations

•

response to council RFI 3/$17(5 %2;

'$6+(' /,1( '(127(6 &$123< 29(5 # 0 $%29( /(9(/

%281'$5<

%$/&21<

%$/&21<

6(7%$&.

%$/&21< $37 7<3( %

%$/&21< $37 7<3( $

MORAY STREET STREET VIEW (ENSCAPE & PHOTOSHOP)

&(175( 2) /$1(:$<

$37 7<3( ' %281'$5<

73

&2006

5/

'(6,*1 )($785(

$37 7<3( &

$37 7<3( (

%$/&21<

In addition, I assisted the team to undertake the following:

%281'$5<

____________________

*$6 :$7(5

$37 7<3( &

6(7%$&.

$37 7<3( (

%$/&21<

(/(&

5(' '$6+(' /,1( ,1',&$7(6 3(50,7 $33529$/ 72:(5 3(5,0(7(5

$37 7<3( '

$37 7<3( $ %$/&21<

%$/&21<

•

visualisation for the client

•

site visits

•

presentations for the client

•

3D modelling in Revit

•

assistance with the concept development

•

use of other tools, i.e., SketchUp, Rhino

•

apartment layout study and options

& Grasshopper for design exploration

6(7%$&.

$37 7<3( % %$/&21< %$/&21<

'$6+(' /,1( '(127(6 &$123< 29(5 # 0 $%29( /(9(/

3/$17(5 %2;

HERITAGE OVERLAY

%281'$5<

AREA SCHEDULE LEVEL 11 Level LEVEL 11 LEVEL 11 LEVEL 11 LEVEL 11 LEVEL 11 LEVEL 11 LEVEL 11 LEVEL 11 LEVEL 11 LEVEL 11 LEVEL 11 LEVEL 11 LEVEL 11 LEVEL 11 LEVEL 11 LEVEL 11 LEVEL 11 LEVEL 11 LEVEL 11 LEVEL 11 LEVEL 11

Name

APT. TYPE

APT.01 APT.01 BALC. APT.02 APT.02 BALC. APT.03 APT.03 BALC. APT.04 APT.04 BALC. APT.05 APT.05 BALC. APT.06 APT.06 BALC. APT.07 APT.07 BALC. APT.08 APT.08 BALC. APT.09 APT.09 BALC. APT.10 APT.10 BALC. CIRC./ SERVICES

APT. TYPE A APT. TYPE A APT. TYPE B APT. TYPE B APT. TYPE C APT. TYPE C APT. TYPE C APT. TYPE C APT. TYPE B APT. TYPE B APT. TYPE A APT. TYPE A APT. TYPE D APT. TYPE D APT. TYPE E APT. TYPE E APT. TYPE E APT. TYPE E APT. TYPE D APT. TYPE D

Area 62.1 m² 5.0 m² 72.5 m² 4.9 m² 50.2 m² 6.0 m² 50.2 m² 6.0 m² 72.5 m² 4.9 m² 62.6 m² 5.0 m² 52.9 m² 17.3 m² 57.9 m² 23.9 m² 57.9 m² 37.3 m² 52.9 m² 27.2 m² 125.6 m²

We did the site and surrounding context analysis and consequently found that the approved design lacked sufficient

Area Feet 669.0 ft² 54.2 ft² 780.6 ft² 52.3 ft² 540.1 ft² 64.3 ft² 540.1 ft² 64.3 ft² 780.7 ft² 52.2 ft² 673.6 ft² 54.3 ft² 569.1 ft² 185.9 ft² 623.1 ft² 257.1 ft² 623.3 ft² 401.1 ft² 569.3 ft² 293.0 ft² 1352.4 ft²

activation to the adjacent street and western laneway, and the existing heritage building Russell & Russell was

LEVEL 11 PLAN

/(9(/ 3/$1 # $

significantly undervalued on the site. As a solution, instead of a significant change of the heritage building, I relocated

: (:$< %(/2 :(67*$7( )5( DWXUDO *URXQG /HYHO

P DERYH 1 (OHYDWHG

the entire building model from the west to the east to avoid the potential heritage overlay. The Russell & Russell building was retained by being transferred into a 3200m2 office space, long-term lease to the City of Melbourne for community use, and the cafe area on the ground floor was to upgrade the public laneway.

CONCEPT DESIGN

When SECTION the client purchased the site, there is an existing permit for a 175m tower incorporating primarily apartments 72 73 $ and commercial tenancy space. The client did not believe that the building in the approved form can be marketed

i 7KLV ZRUN LV FRS\ULJKW $SDUW IURP DQ\ XVH SHUPLWWHG XQGHU WKH FRS\ULJKW DFW QR SDUW PD\ EH UHSURGXFHG E\ DQ\ SURFHVV QRU PD\ DQ\ RWKHU H[FOXVLYH ULJKW EH H[HUFLVHG ZLWKRXW WKH SHUPLVVLRQ RI 6TXLOODFH $UFKLWHFWV 3W\ /WG $XVWUDOLD 7KH XVH RI WKLV GUDZLQJ LV FRQGLWLRQDO RQ \RXU DJUHHPHQW WR WKH 6TXLOODFH (OHFWURQLF 7UDQVIHU $JUHHPHQW DV IRXQG RQ RXU ZHEVLWH 6HH ZZZ VTXLOODFH FRP DX HWD

67$786

127(6

# $

# $

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6<'1(< $OELRQ 6WUHHW 6XUU\ +LOOV 16: 3K

352-(&7

025$< 675((7

,668(

-2% 12

'5$:1 %<

&+(&.(' %<

6&$/(

'$7(

64$

64$

# $

'5$:,1* 12

63*

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025$< 675((7 +$1&2&.

675((7 &/,(17

0(/%2851( /HYHO )OLQGHUV /DQH 0HOERXUQH 9,& 3K $%1

and built for a number of reasons. Therefore, I assisted the director to produce design solutions, which included the $

,66

'$7(

72:1 3/$11,1* 6(&7,21 $33/,&$7,21

6$/92 3523(57< *5283

385326( 2) ,668(

$5&+,7(&76 ,17(5,25 '(6,*1(56 ZZZ VTXLOODFH FRP DX

'5$:,1* 7,7/(

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following aspects: •

proposal for new architectural plans to improve the structural stability of the approved design

•

collaboration with the structural engineers to review and modify the structural wall thickness and the layout update to suit the new structure size

•

to meet the BADS guidelines, the size of the amenity and common area was increased to improve the quality of the essential building services

•

an “80m Street Wall” podium was proposed to increase the plot ratio, which allows for vastly more spacious and higher quality apartments

In response to the issues that have arisen from our presentation to the Department of Environment, Land, Water and Planning (DELWP), I assisted the director to modify the design as following: •

tower floor plate setbacks from the site boundary

•

public open space as public benefit collaborated with the landscape architects

•

the design solutions for the potential heritage overlay.

9

STATUE APARTMENTS

2018-2019

LOCATION: Southbank, VIC

EMPLOYER: Squillace Architects

COST: $40 Million

AREA: 20,229 m2

•

enlargement of light courts to increase the access to daylight

•

re-location of the southern private open space to avoid the acoustic discomfort from the West Gate Freeway

•

engagement of the acoustic engineers to assess the impact of the traffic noise by providing “Hot Spot” diagrams on the southern facade

SUPERVISOR: Vince Squillace (17219)

•

Apartments Design Standards (BADS) •

materiality study and facade design

•

design for street level CLARENDON STREET

Asia Pacific Property Awards for Best Residential High-rise Architecture Australia, International Property Awards 2019 CLARENDON STREET PERSPECTIVE (PEDESTRIAN LEVEL) COMPARISON

the utilisation of the top of the podium to achieve more communal areas and be in compliance with the Better

HANCOCK STREET

STATURE

1

2

6445

3

3585

4

7550

EXISTING STREET TREE

5

6413

LANDSCAPE PLAN TO FUTURE DETAIL AND APPROVAL OF COUNCIL.

10742 EXISTING STREET TREE RELOCATED

PROPOSED NEW STREET TREE

6

7

8370

8

6215

EXISTING STREET TREE RELOCATED

EXISTING STREET TREE RELOCATED

9

6912

EXISTING STREET TREE RELOCATED

KERB EDGE

DRIVEWAY

OUTDOOR BBQ AREA

CORRIDOR

habitable

VENT WATER HYD

UNIT 01 2 BED - 73.8sqm

ELEC

KERB EDGE

LIFTS

RD RESERVE TITLE BOUNDARY

COMMON LOUNGE

UNIT 02 2 BED - 57.5sqm

1m DEEP POOL

UNIT 03 1 BED - 42.6sqm

RD RE SERV E TIT

VIEW

S

habitable LE BO

UNDA RY

WE S

LEVEL 13 TOP OF PODIUM

900 DEEP PLANTER BOX

THIS PO AT GR RTION OF TIT OUND LEVEL LE IS EFFEC (HEIGH TO RL TIVE T OF HIGHW ahd 12.85 AY)

D

WS

50% QUANTITY SURVEYOR ISSUE --.--.19

habitable

ROAD S CO RPOR ATIO N RO CENT AD R RE LIN ESER E OF VE NO ROAD 2 RESE RVE VIE

11264

B

EXISTING SUBSTATION

ROAD (LANEWAY)

51 HANCOCK STREET SOUTHBANK

1.4m RAISED POOL DECK. PLANT UNDER.

COMMS

7026

PLATFORM LIFT

900 DEEP PLANTER BOX

A

EXISTING STREET TREE

TGAT E FRE E (Elev BELOW WAY ated 1 Natu 2.5m ral G roun above d Lev el)

RD RESERVE TITLE BOUNDAR Y

ROAD (LANEWAY) CENTRE LINE OF ROAD (LANEWAY) E

L13STREET TOP OFWALL PODIUM 80M CONCEPT Condition permitGATE approved option with horizontal podium top removed.

FROM1(d) WEST FREEWAY (ENSCAPE & PHOTOSHOP) REVISION B SCHEMEVIEW

VIEW FROM CLARENDON (ENSCAPE & PHOTOSHOP) CURRENTSTREET SCHEME

In 2019, we lodged again for an “80m Street Wall Concept” Town Planning endorsement. I assisted the team to © This work is copyright. Apart from any use STATUS permitted under the copyright act 1968, no part may be reproduced by any process, nor may any other exclusive right be exercised, without the permission of Squillace Architects Do not scale drawings. Verify all dimensions on site.

Pty Ltd, Australia.

This drawing is NOT SUITABLE for construction.

NOTES

PRELIMINARY

Under the supervision of Director Vince Squillace and Associate Director Simon Dyer, I worked on this 36-storey residential high-rise to produce Town Planning Application Package, Design Development Package, Council RFI’s reports and comparison reports. In the meantime, I was in charge of the BIM model management and visualisation

© This work is copyright. Apart from any use STATUS permitted under the copyright act 1968, no part may be reproduced by any process, nor may any other exclusive right be exercised, without the permission of Squillace Architects Do not scale drawings. Verify all dimensions on site.

Pty Ltd, Australia.

This drawing is NOT SUITABLE for construction.

NOTES

PROJECT

CLIENT

STATURE

SALVO PROPERTY GROUP

for this project. In September 2019, Rothelowman took over this project after our Melbourne studio was closed.

PRELIMINARY

35-51 HANCOCK ST SOUTHBANK

35-51 HANCOCK ST SOUTHBANK

ARCHITECTS INTERIOR DESIGNERS ISS

DATE

PURPOSE OF ISSUE

TOWN PLANNING APPLICATION FOR SECONDARY CONSENT

squillace.com.au

When I joined the team, the application had already been approved.

CHANGES ON SHEET

SYDNEY 2 Liverpool Lane, East Sydney NSW 2010 Ph: +61 2 8354 1300 | Fax: +61 2 8354 1311

PROJECT

MIXED USE DEVELOPMENT

DRAWING

TP109

ISSUE

JOB

D

SAL 1506

DRAWN

CHECKED

SCALE

DAT

SQA

VS

1 : 100@ A1

21.11.18

prepare another Town Planning drawing set and comparison report. This new scheme increased the building podium D C B A

21.11.18 29.06.18 26.07.16 24.03.16

1. REVISED LAYOUT AS A RESULT OF STRUCTURAL AND SERVICES INPUT. 2.NOW L13 3. POOL AND OUTDOOR AREA GIVEN DESIGN CLARITY 4. COMMON AREA LOUNGE RELOCATED TO THIS LEVEL 5. LANDSCAPE NOTE ADDED PLAN

TP AMENDMENTS DRAWING ISSUE FOR ENDORSEMENT PLANNING RFI RESPONSE TOWN PLANNING APPLICATION

ABN: 24 132 554 753

35-51 HANCOCK ST SOUTHBANK

35-51 HANCOCK ST SOUTHBANK CLIENT

from 40m to 80m at the southern side in order to achieve a higher plot ratio for the client.

ISS

DATE

PURPOSE OF ISSUE

DESIGN DEVELOPMENT SYDNEY 1/80 Albion Street, Surry Hills, NSW 2010 Ph: +61 2 8354 1300 | Fax: +61 2 8354 1311

DRAWING

A-0000

ISSUE

SALVO PROPERTY GROUP

ARCHITECTS INTERIOR DESIGNERS squillace.com.au

MELBOURNE Suite 6001 , Level 6 , Mid Town Plaza 246 Bourke Street, Melbourne VIC 3000 Ph: +61 3 9639 3777 | Fax: +61 3 9639 3666 ABN: 34 137 620 538 NOMINATED ARCHITECT Vince Squillace Reg No. 6468 (NSW), 17219 (VIC), 3677 (QLD)

DRAWING

LEVELS L13 (TOP)

JOB

SAL 1506

I proceeded with the TP Package and undertook the following tasks: ABN: 24 132 554 753

• • •

MELBOURNE Level 2 , 333 Flinders Lane, Melbourne, VIC 3000

DRAWN

CHECKED

SCALE

Author

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documentation to complete the 50% of Design Development Package for quantity surveyor

Ph: +61 3 9629 4888 | Fax: +61 3 9639 3666 ABN: 34 137 620 538

DRAWING

COVER SHEET

interior documentation assisted by our interior designers from the Sydney office

NOMINATED ARCHITECT Vince Squillace Reg No. 6468 (NSW), 17219 (VIC), 3677 (QLD)

meetings with the structural, mechanical, hydraulic, acoustic and fire engineers at the consultant’s office to ensure that the architectural documents were coordinated with them on the Design Development stage

However, with further input from the structural engineers, we found out that the proposed structure was not feasible. The main reason was that the site is too narrow, and the concrete wall of the core was too thick and encroached too much interior space. Consequently, the generic method of concrete core and glazing facade system does not work for this project. As a result, we worked with the structural engineer to propose a new scheme with solid wall facades. The glazing facade was changed to solid concrete which has become the building structure. The council rejected our application in the first place, so I assisted the director to alter the design and prepare the report to address the queries from the RFI. Eventually, the secondary consent was endorsed at the end of 2018. The work included the following:

HANCOCK STREET STREET VIEW (ENSCAPE & PHOTOSHOP)

10

When I was a student at Melbourne University, I worked part-time at Architeria Architects on a range of low-density residential projects. Architeria Architects is a registered architectural practice and a member of Australian Institute of Architects with an office in Doncaster East, Victoria.

175 Donald Cameron Drive, Roxburgh Park

2017

51 South Valley Road, Park Orchards 2 Mayfair Avenue, Templestowe Lower 1 Elwood Street, Notting Hill Townhouse development, Oakleigh South 830 Plenty Road, Reservoir EMPLOYER: Architeria Architects SUPERVISOR: Mel Gawi (Director) My duties at Architeria Architects included the following tasks: •

3D modelling in SketchUp

•

visualisation in Lumion

•

documentation of plans and sections in AutoCAD

•

design modifications to comply with the ResCode

11

COMMERCIAL

357 COLLINS STREET LOBBY UPGRADE

HIGHPOINT HOTEL

2020-2021

LOCATION: Melbourne CBD, VIC

EMPLOYER: Hames Sharley

AREA: 2,200 m2

SUPERVISOR: Simon Dyer (Principal)

2019

LOCATION: Maribyrnong, VIC

EMPLOYER: Hames Sharley

AREA: 20,000 m2

SUPERVISOR: Simon Dyer (Principal)

FLINDERS LANE ENTRY, 357 COLLINS STREET, MELBOURNE, AUSTRALIA

This project is located in Melbourne CBD, including the refurbishment of Flinders Lane entry and Collins Street entry, interior design of the food hall on the ground floor and lower ground floor, and cladding replacement of aluminum composite panels on tower facades. I participated from the beginning of the project in 2020 and worked under the principal and director. I was assigned the role of Bim Model Manager for this project and a certain degree of design autonomy. I created the Revit model to produce documentation and area calculations, SketchUp model for design options, visualisation for the design outcome through Enscape, and thus helped us obtain the client’s approval to start preparing for Town Planning Package.

CLADDING REPLACEMENT Due to potential risks of the Aluminium Composite Panel (ACP) cladding on the existing tower facade, we worked with fire engineers to produce the Fire Engineering Report (FER). Based on the FER, we proposed architectural advice to replace ACP cladding with our nominated facade material.

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+ Type 3 colour: Dark Grey (Brand Unknown)

+ Type 1 ACP can be retained as it presents low risk in this location according to the OMNII report (retention of cladding in this location is subject to FER).

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+ Type 1 ACP can be retained as it presents low risk in this location according to the OMNII report (retention of cladding in this location is subject to FER). + Type 2 ACP to be replaced. + Type 3 ACP to be replaced + Type 4 ACP can be retained as it presents low risk in this location according to the OMNII report (retention of cladding in this location is subject to FER).

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+ Type 4 ACP to be replaced with HVG Facades ‘Mondoclad’, colour: ‘Charcoal’ (subject to sample approval) + Type 5 to be replaced with HVG Facades ‘SideRise’ (subject to approval)

+ Type 4 colour: Dark Grey (Brand Unknown)

OMNII Report Advice

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+ Acknowledging that there are factors beyond the logic of FER and Architecture (eg Insurance and Public Perception etc) we have proposed a cladding replacement product below for the types that we have recommend to retain. This will also assist in the feasibility exercise.

+ Type 1 to be replaced with HVG Facades ‘SideRise’ (subject to approval)

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design of this hotel project for the client in Enscape and Photoshop in 2019.

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I assisted the principal to prepare the floor plans and visualise the concept

+ Type 3 ACP to be replaced

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+ Type 2 ACP to be replaced with HVG Facades ‘Mondoclad’, colour: ‘Signal Grey’ (subject to sample approval) + Type 3 to be replaced with HVG Facades ‘SideRise’ (subject to approval) + Type 4 ACP to be replaced with HVG Facades ‘Mondoclad’, colour: ‘Charcoal’ (subject to sample approval)

12

47

HAMES SHARLEY

DECEMBER 2020

APPROVED CONCEPT DEVELOPMENT

3D IMAGERY - Internal Isometric View

3D IMAGERY - INTERNAL ISOMETRIC VIEWS

3D IMAGERY - Internal Isometric View

2

1

1

2

1

1 2

11

10

9

2

8

7

6

5

3

4

3

15

4

2

1

14

13

12

10

11

9

3

8

4

7

6

5

4

ALFRESCO DINING

A

3

ALFRESCO DINING

20 m²

4

4

EXISTING EXHAUST

GREEN WALL BEHIND

PUBLIC ART OPPORTUNITY ON WALL

MARCH 2021

EXISTING APPROVED CONCEPTB

B

LICENSED SEATING

DOUBLE HEIGHT WALL

28 m²

PUBLIC ART 'MURAL'

7

B1

B1 FOOD & BEVERAGE

68 m²

CONCIERGE

5

SCREEN ARCH

7

6

SCREEN ARCH

AIRLOCK

8

33 m²

5

COMMON DINNING

6

STORAGE

5 m²

RL 4.332 m

7

49 m²

C

FOOD & BEVERAGE C1

C1

ESPRESSO 42 m²

C RL 5.190 m

LICENSED SEATING

T7 45 m²

FOOD & BEVERAGE

COMMON DINNING

T8 48 m²

61 m²

RL 4.832 m

D

STORAGE

STORAGE

FOOD & BEVERAGE

6 m²

24 m²

STORAGE

STORAGE

11 m²

17 m²

E

E EXISTING EXHAUST 13

12

12

11

10

11

10

9

9

8

8

7

6

7

5

6

3

5

E 15

4

2

4

14

13

12

3

15

2

14

PROPOSED

1

13

12

10

11

PROPOSED

10

11

1

9

9

8

8

7

6

7

5

6

4

3

5

2

4

ALFRESCO DINING

3

ALFRESCO DINING

20 m²

1

2

1

ABSOLUTE NO GO ZONES

49 m²

1 m²

1800

13

D

STORAGE

9 m²

T10 69 m²

RL 9.499 m

FOOD & BEVERAGE 72 m²

14

C1

FOOD & BEVERAGE

65 m²

POSSIBLE FUTURE SPECIALITY RETAIL TENANCY (INDOOR PLANTS OR THE LIKE)

FOOD & BEVERAGE

15

T4 45 m²

LICENSED SEATING

37 m²

11 m²

D

14

VAPIANO 81 m²

8

LICENSED SEATING FOOD & BEVERAGE

STORAGE

STORAGE

RL 8.957 m

15

FOOD & BEVERAGE

31 m²

RL 4.832 m

ABSOLUTE NO GO ZONES

70 m²

B B1

ABSOLUTE NO GO ZONES

LICENSED SEATING

8

849 m²

FOOD & BEVERAGE

8

5 m²

1:14

CAFE 189 m²

SERVICE WINDOW TO FLINDERS LANE

2500

5 m²

ABSOLUTE NO GO ZONES

GRAND STAIR TO FLINDERS LANE

C

6

29

COMMON DINNING

16 m²

42 m²

8

COMMON DINNING

9 m²

5 m²

STORAGE

7

1:14

LICENSED SEATING

17 m²

T9 44 m²

HAMES SHALEY

1:14

FOOD & BEVERAGE

T6 53 m²

FOOD & BEVERAGE

0 200

8EXISTING

1 m²

7

LICENSED SEATING

39 m²

FOOD & BEVERAGE

76 m²

5

1

ABSOLUTE NO GO ZONES

49 m²

6

1800

EXISTING EXHAUST

28

2

5

3

GREEN WALL

3

2000

12

3295

13

ABSOLUTE NO GO ZONES

RETAIL AREAS

6 m²

ABSOLUTE NO GO ZONES

Number

FOOD & BEVERAGE

ESPRESSO

GREEN WALL

Grand total

STORAGEB1

Area 189 m² 76 m² 68 m² 42 m² 70 m² 72 m² 516 m²

Number

Level GROUND GROUND GROUND GROUND GROUND GROUND

Name Area ABSOLUTE NO GO ZONES 263 m²

GLA_TENANCY PROPOSED_LG Level GROUND

ABSOLUTE NO GO ZONES VOID

WORK STATION

DOUBLE HEIGHT WALL

AREA_STORAGE_GF ABSOLUTE NO GO ZONES 5 m² Name Area STORAGE 11 m²

PUBLIC ART 'MURAL'

Number

B

Level GROUND

B1

HIGH SEATING

B1

COMMON DINNING

Name FOOD & BEVERAGE FOOD & BEVERAGE FOOD & BEVERAGE FOOD & BEVERAGE FOOD & BEVERAGE FOOD & BEVERAGE FOOD & BEVERAGE

VOID

FOOD & BEVERAGE

LOW SEATING

VAPIANO 718 m²

AREA_ABSOLUTE NO GO ZONE_LG Level LOWER GROUND LOWER GROUND LOWER GROUND LOWER GROUND LOWER GROUND LOWER GROUND LOWER GROUND

Number

Number

FOOD & BEVERAGE C1

C1

ABSOLUTE NO GO ZONES

849 m²

LICENSED SEATING

Grand total

STORAGE

LICENSED SEATING

28 m²

Number

Name ALFRESCO DINING 69 m² COMMON DINNING

D

Number

267 m²

STORAGE

FOOD & BEVERAGE

24 m²

186 m²

STORAGE

Name COMMON DINNING FOOD & BEVERAGE LICENSED SEATING

Grand total

Area 135 m² 1289 m² 259 m² 1683 m²

FOOD & BEVERAGE

31 m²

VAPIANO 81 m²

LICENSED SEATING FOOD & BEVERAGE

LICENSED SEATING Name37 m² Area 109 m²

T4 45 m²

C

Level LOWER GROUND

RL 5.190 m

LICENSED SEATING

T7 45 m²

T8 48 m²

AREA_LICENSED SEATING_LG Name Area LICENSED SEATING 259 m² FOOD & BEVERAGE

C1

FOOD & BEVERAGE

FOOD & BEVERAGE

COMMON DINNING

RL 4.832 m

Level LOWER GROUND

D

STORAGE

9 m²

T10 69 m²

STORAGE

6 m²

LOWER GROUND

AREA_COMMON DINING_LG Number

E

E

LICENSED SEATING

RL 4.332 m

65 m²

Level LOWER GROUND

B1

5 m²

42 m²

Number

SERVICE WINDOW TO FLINDERS LANE

B ABSOLUTE NO GO ZONES

Level ABSOLUTE NO GO ZONES LOWER GROUND RL 4.832 m

61 m²

2500

5 m²

AREA_STORAGE_LG

STORAGE

11 m²

Area

49 m²

Number

COMMON DINNING

9 m²

COMMON DINNING

16 m²

AREA_ALFRESCO DINING_LG

GLA_TOTAL

ABSOLUTE NO GO ZONES

STORAGE

18 m²

LICENSED SEATING

17 m²

PUBLIC ART 'MURAL'

Name Area Level COMMON DINNINGSTORAGE 135 m² LOWER GROUND FOOD & BEVERAGE5 m² 385 m² LOWER GROUND LICENSED SEATING 259 m² LOWER GROUND 779 m²POSSIBLE FUTURE SPECIALITY RETAIL TENANCY STORAGE (INDOOR PLANTS 11 m² OR THE LIKE)

D

D

FOOD & BEVERAGE

T6 53 m²

FOOD & BEVERAGE Level LOWER GROUND

T9 44 m²

5 m²

C C CONCIERGE

LICENSED SEATING

39 m²

DOUBLE HEIGHT WALL

GLA_TOTAL_LG

C

Name COMMON DINNING

Area 135 m²

STORAGE 17 m² Level LOWER GROUND

E

E

15 15

FLOOR PLAN - GROUND FLOOR

Name Area ABSOLUTE NO GO ZONES 860 m²

STORAGE

CORPORATE AMENITY

SCREEN

C1

Area 45 m² 53 m² 45 m² 48 m² 44 m² 69 m² 81 m² 385 m²

33 m²

WORK STATION

VOID

ALFRESCO B DINING

ABSOLUTE NO GO ZONES

5 m²

Number T4 T6 T7 T8 T9 T10 VAPIANO Grand total STORAGE

2480

B

Name FOOD & BEVERAGE FOOD & BEVERAGE FOOD & BEVERAGE FOOD & BEVERAGE FOOD & BEVERAGE FOOD & BEVERAGE

2000

CAFE

RETAIL AREAS

AREA_ABSOLUTE NO GO ZONE_GF

GLA_TENANCY PROPOSED_GF

2000

14

3295

15

0 248

RE>

46

14

ground floor

13

12

ABSOLUTE NO GO ZONES FOOD & BEVERAGE

9

8

7

6

Status: Path: C:\Users\k.wang\Documents\357 Collins_201120_k.wang.rvt

RETAIL AREAS

Frasers - 357 Collins Street GROUND FLOOR

10

11

GLA_TENANCY PROPOSED_GF Number VAPIANO

Name FOOD & BEVERAGE FOOD & BEVERAGE

Grand total

Area 718 m² 186 m² 904 m²

Number

Scale:

Name Area ABSOLUTE NO GO ZONES 283 m²

1 AREA 3SCHEDULE 2 GROUND FOOD AND BEV GLA: 905M² Project Number: 21232 1:200 @ A1STORAGE North: 29M² Drawing Number: FLOOR SD201 PLAN HERE> 16 <INSERT CLIENT LOGO Revision: Disclaimer: Concept layout Subject to change.

Date: 11/10/20

- LOWER GROUND FLOOR

GLA_TOTAL

Number

Name STORAGE

ABSOLUTE NO GO ZONES ALFRESCO DINING

Level GROUND

10

11

RETAIL AREAS

COMMON DINNING Area

29 m²

12

lower ground floor FLOOR LOWER GROUND

Frasers - 357 Collins Street

Level GROUND

AREA_STORAGE_GF

STORAGE

13

4

0 © Hames Sharley:

AREA_ABSOLUTE NO GO ZONE_GF

Level GROUND GROUND

5

14

Number T4 T6 T7 T8 T9 T10 VAPIANO Grand total

9

8

7

6

Status: Path: C:\Users\k.wang\Documents\Revit Local Files\2019\357

GLA_TENANCY PROPOSED_LG Name FOOD & BEVERAGE FOOD & BEVERAGE FOOD & BEVERAGE FOOD & BEVERAGE FOOD & BEVERAGE FOOD & BEVERAGE FOOD & BEVERAGE

Area

45 m² 53 m² 45 m² 48 m² 44 m² 69 m² 81 m² 385 m²

LOWER GROUND LOWER GROUND LOWER GROUND LOWER GROUND

Number

Name Area ABSOLUTE NO GO ZONES 860 m²

Number

Name ALFRESCO DINING

AREA_ALFRESCO DINING_LG Area 69 m²

AREA SCHEDULE2 3 1 LOWER GROUND (GLA EX SEATING): 385M² LOWER GROUND LICENSED SEATING: 230M² 21232 DINING:Project 130M² Number: 1:150 @ A1 COMMON North: SD200 STORAGE: 110M² Drawing Number: 12 Revision: Disclaimer: Concept layout - Subject to change.

Date: 09/26/16 4

Scale:

AREA_ABSOLUTE NO GO ZONE_LG

Level LOWER GROUND

LOWER GROUND Collins_210218_k.wang.rvt LOWER GROUND

5

Level LOWER GROUND

0 © Hames Sharley:

Level LOWER GROUND

The design creates a clear line of site to Collins Street from Flinders Lane and open-up to the public realm on Flinders

The design is dedicated to contribute to the public realm, open up to Fulham and create high-quality amenity. As a

Lane and Fulham Place, and thus increase exposure to tenancies to the street.

result, design excellence for urban design outcome and more successful retail offering can be achieved.

Number

Grand total

Name COMMON DINNING FOOD & BEVERAGE LICENSED SEATING

Area

135 m² 1289 m² 259 m² 1683 m²

Level LOWER GROUND

LOWER GROUND

CORPORATE AMENITY

GLA_TOTAL_LG

FOOD & BEVERAGE

LICENSED SEATING

Number

Name COMMON DINNING FOOD & BEVERAGE LICENSED SEATING

Grand total

AREA_STORAGE_LG

Area

135 m² 385 m² 259 m² 779 m²

Level LOWER GROUND LOWER GROUND LOWER GROUND

Number

Number

GLA_TOTAL Number

Grand total

Name COMMON DINNING FOOD & BEVERAGE LICENSED SEATING

Area 135 m² 1289 m² 259 m² 1683 m²

Frasers - 357 Collins Street

EXISTING FLINDERS LANE ENTRY

Status: Path: C:\Users\k.wang\Documents\Revit Local Files\2019\357 Collins_210218_k.wang.rvt

Scale: 0 © Hames Sharley:

Level LOWER GROUND

1:200 @ A1 16

North:

Project Number: Drawing Number: Revision: Date:

PROPOSED FLINDERS LANE ENTRY

21232 SD201

<INSERT CLIENT LOGO HERE>

FLOOR PLAN - LOWER GROUND FLOOR

Frasers - 357 Collins Street

11/10/20

PROPOSED FLINDERS LANE ENTRY

Name LICENSED SEATING

Area 259 m²

Level LOWER GROUND

Level LOWER GROUND LOWER GROUND

AREA_COMMON DINING_LG Number

FLOOR PLAN - GROUND FLOOR

Area

109 m²

AREA_LICENSED SEATING_LG

STORAGE

<INSERT CLIENT LOGO HERE>

Name

STORAGE

Name COMMON DINNING

Area 135 m²

Status: Path: C:\Users\k.wang\Documents\Revit Local Files\2019\357 Collins_210218_k.wang.rvt

Level LOWER GROUND

Scale: 0 © Hames Sharley:

1:150 @ A1 12

North:

Project Number: Drawing Number: Revision: Date:

21232 SD200 09/26/16

PROPOSED COLLINS STREET ENTRY

13

STRATA 3 OFFICE BUILDING

Cox Architecture is one of the largest architectural practices in Australia with studios located in every major Australian

2020-2021

city and a history spanning 60 years. I had some experience at Cox to work on the Southern Program Alliance and Queensbridge Street Development.

LOCATION: Williams Landing, VIC

EMPLOYER: Hames Sharley

AREA: 12,000 m2

SUPERVISOR: Simon Dyer (Principal)

QUEENS BRIDGE PLACE

2018

LOCATION: Southbank, VIC EMPLOYER: Cox Architecture

SUPERVISOR: Simon Haussegger (Director)

We were focusing on the podium for this project, while Fender Katsalidis was in charge of the towers. I assisted the project team to visualise our design in Lumion & Photoshop and complete the modelling of the existing heritage buildings in Rhino.

This building incoporates retail, carpark and offices.

I took the responsibility for BIM Model Manager for this project in 2020 and assisted the principal to produce design options, i.e., documentation and visualisation, for the client. In 2021, we obtained the client’s approval to start preparing for Town Planning Package.

8150

5050

5050

5050

J

H

G

F

E

STRATA

56 m² 53 m²

STRATA STRATA STRATA

54 m²

STRATA

54 m²

UP

UP

53 m²

STRATA

55 m²

STRATA

56 m²

57 m²

STRATA DA

10 m²

STRATA

58 m²

63 m²

STRATA STRATA

52 m²

STRATA

4

59 m²

7800

3 7800

UP

UP

52 m²

STRATA

6550

OFFICE

531 m²

OFFICE

535 m²

OUTDOOR AREA

462 m²

4

4

STRATA

78 m²

STRATA

72 m²

STRATA

76 m²

66 m²

STRATA

STRATA

56 m²

STRATA

52 m²

STRATA

53 m²

7940

5 5580

6

4800

6

6

5580

5580

5

5

7940

59 CAR SPACES

150

7940

6400

146 m²

SHOP 2 SHOP 3

111 m²

SHOP 4

58 m²

SHOP 5

58 m²

CAFE TENANCY

3180

GAS

15 m²

4800

6

15 m²

2000

2000

WATER

SCV

SWITCH ROOM

30 m²

1200

50 m²

COMMUNAL OUTDOOR AREA SHARED BY ALL TENANTS

UP

UP

4

1200

1200

SUBSTATION

2

2 7800 LOBBY

UP

UP

6400

Not Enclosed

1

1 6550

RAMP FROM GROUND FLOOR

RAMP TO L01

3 7800

LOBBY

69 m²

5600

HR

CAR PARK

3

25170

WASTE BOOSTER

26 CAR SPACES

7800

COMMS DAS 21 m²

35670

RAMP ABOVE

7800

28 m²

35520

1 6550

2

SHOP 1

152 m²

BIKES

CLEANERS

50 m²

7400

LOADING

9 m²

EOT

36 m²

TANKS/ PUMPS

25 m²

RAMP TO L01

1

1:8

2

1:8

150

58885

1:6

3

D

EXCLUDED FROM COMMUNAL OUTDOOR AREA CALC

5

C

B

A

J

H

G

F

A

J

H

G

F

C

15600

B

D

7800

A

E

16600

J

B 8150

H

C 7800

G

D 7800

F

E 7800

E

Area 1174 m² 1174 m² 1174 m² 3521 m²

5685 7800

D

Name

8800

C

STRATA 3 - LEVEL 5 - OFFICE

LETTABLE AREA - LEVEL 5 - 7

STRATA STRATA STRATA Grand total

5685

B

STRATA 3 - LEVEL 4 - TOP OF PODIUM

Area 535 m² 531 m²

8150

A

Name OFFICE OFFICE

15600

152.40 m² 146.37 m² 110.84 m² 58.10 m² 58.10 m² 525.81 m²

LETTABLE AREA - LEVEL 4 Level L4 L4 Grand total

7800

SHOP 1 SHOP 2 SHOP 3 SHOP 4 SHOP 5

STRATA 3 - LEVEL 2 - CARPARK

Lease Area

16600

150 EXCLUDED FROM COMMUNAL OUTDOOR AREA CALC

L1 - GROUND L1 - GROUND L1 - GROUND L1 - GROUND L1 - GROUND

Name

5685

STRATA 3 - GROUND FLOOR - RETAIL

GROUND FLOOR GLA Level

LEVEL 04 LEVEL 1

STRATA 3, OVERTON ROAD, WILLIAMS LANDING, VIC 3027

Status:WORK IN PROGRESS Path:

Scale:1:200 @ A3 0

© Hames Sharley:

8

North:

Project Number: Drawing Number: Revision: Date:

21102 SK01

LEVEL 2

STRATA 3, OVERTON ROAD, WILLIAMS LANDING, VIC 3027

STRATA 3, OVERTON ROAD, WILLIAMS LANDING, VIC 3027 Status:WORK IN PROGRESS Path:

Scale:1:200 @ A3 0

© Hames Sharley:

8

North:

Project Number: Drawing Number: Revision: Date:

21102 SK02

Status:WORK IN PROGRESS Path:

Scale:1:200 @ A3 0

© Hames Sharley:

8

North:

Project Number: Drawing Number: Revision: Date:

21102 SK04

LEVEL 05, 06 & 07

STRATA 3, OVERTON ROAD, WILLIAMS LANDING, VIC 3027

Status:WORK IN PROGRESS Path:

Scale:1:200 @ A3 0

© Hames Sharley:

8

North:

Project Number: Drawing Number: Revision: Date:

21102 SK05

14

Southern Program Alliance (SPA) is a large scale upgrade of the Frankston railway corridor. The project

PUBLIC & URBAN DESIGN

intent was to improve community safety and revitalise the coastal suburbs by opening up further connections to Port Phillip Bay.

SOUTHERN PROGRAM ALLIANCE LOCATION: Carrum Precinct; Seaford Precinct, Mentone Precinct & Cheltenham Precinct EMPLOYER: Cox Architecture

SUPERVISOR: Andrew Hays (Director)

•

The Joseph Reed Award for Urban Design in 2021 Victorian Architecture Awards

•

Award for Public Architecture in 2021 Victorian Architecture Awards

2018

I assisted the project architect to work on the Carrum Station, Mentone Station and Cheltenham Station.

Meanwhile, I produced some design solutions for the platform seating; sketches and modelling for the urban marker (statue); design options for the parametric fins and handrails of Patterson River Bridge; and the detailed design for viaduct fins on Seaford Road.

Carrum Station

Patterson River - Urban Design

•

platform plan documentation in Revit

•

cycle ramp & landform modelling in Rhino

•

platform seating design in Rhino

•

handrail and fins modeling in Rhino & Grasshopper

Mentone Station

•

hand sketch for urban marker sculpture & 3D modeling in Rhino

•

3D modeling in Revit

•

presentation in InDesign

•

platform plan documentation in Revit

Seaford Road - Urban Design

•

concourse plan documentation in Revit

•

viaduct fins modelling in Rhino & Grasshopper

Cheltenham Station

•

viaduct fins detailed documentation in CAD

•

3D modeling in Revit

•

site modeling in Rhino

•

Platform plan documentation in Revit

•

visualisation in Lumion

•

Concourse plan documentation in Revit

•

presentation in InDesign

MENTONE STATION & CHELTENHAM STATION PATTERSON RIVER BRIDGE URBAN MARKER STATUE CARRUM STATION SEAFORD ROAD VIADUCT

15

Architectural Design & Research Institute of Tongji University (Group) Co., Ltd. (TJAD) is one of the largest architectural design groups in China. TJAD is a state-owned enterprise with its headquarters in Shanghai and over 4000 employees. Affiliated to Tongji University which ranks 13th in QS World University Rankings by Subject (Architecture/ Built Environment) 2021, TJAD has a tradition in architectural education, and it has cultivated a great number of architectural graduates over the past 60 years.

LIZE FINANCIAL BUSINESS DISTRICT

2013-2014

EMPLOYER: Architectural Design & Research Institute of Tongji University (Group) Co., Ltd. (TJAD) LOCATION: Beijing, China

AREA: 53,170 m2

SUPERVISOR: WANG Yi

Beijing Lize Financial Business District, 5 kilometers away from Financial Street, 8 kilometers away from the Tiananmen square, is located between Beijing 2nd and 3rd West Ring Road.

The project, as urban public space, based on the construction of a ecological landscape valley and a group of visual corridors, gives priority to the regional functions of culture and recreation, such as the Financiers Club, the International Financial Museum and Lize Culture Exhibition Centre.

16

Design Concept - Dynamic Landscape Valley

Design Concept Analysis

The design intent was to create a dynamic landscape valley in Beijing CBD. The surrounding plots are high-rise buildings of approximately

200 metres high, however the project site was limited to 30 metres high, thus it would become a valley in the forest of high buildings. The design created unique architectural features and injected vitality into the region by comparing the different functions between the site and the surrounding buildings, as well as taking advantage of the ecological landscape resources on the east side of the site.

The design put great effort into the

combination of the landscape on the east of the site and the urban space.

By setting up the green valley and

Th rou gh the d es i g n o f l an d s cap e

the buildings with the landscape and

into the urban space from the east to the

organising a group of space corridors to cut through, the design penetrates created ecological open spaces.

architecture, the bottom open-up

methodology let the greenery penetrate west and thus forms a series of urban landscape visual corridors.

Vertical Activity Space & Ecological Landscape Architecture For m G e ne ra t io n Analysis

Base

Base + Main Building

Bottom Open-up + Landscape Slope

Final Outcome

The landscape architecture design is dedicated to contribute to the public realm by establishing multiple levels of the public space and

inserting the greenery into the high-density urban space. In order to stimulate the interactions among people, we were trying to transfer the site into a stage for urban lives.

1st Floor Public Space

2nd Floor Public Space

Green Landscape Slope

Dynamic Landscape Valley

Landscape Penetration

17

Funct io na l Z o ni ng

Lize Culture Exhibition Centre

International Financial Museum

Business and Leisure Centre

Tra f f ic A n a lys i s

City Expressway

Secondary Road

Underground Garage Entrance

Lands ca pe A n alys i s

Si ght A na lys is

Spacial Landscape Axis

Ecological Green Valley

Financiers Club

Branch Road

Parking

Public Space Node

Sight Corridor

Walking Path

Underground Pedestrian Street

Urban Landscape Surface

Landscape Node

4

Viewpoint

Perspective

2

1

3

1

2

3

4

18

Lize Culture Exhibition Centre is

located in the north of the project, w h i c h p l ay s a n i m p o r t a n t ro l e

Lize Culture Exhibition Centre

on displaying and inheriting the

historical culture. The open entrance of the building provides citizens with

a public space, which is dynamic and ecological .

Lize Culture Exhibition Centre

International Financial Museum

Business and Leisure Center

Technical and Economic Indexes Total Plot Area ( ㎡ ) 7100 Total Construction Area ( ㎡ ) 15600 Overground Area ( ㎡ ) 8500 Among Underground Area ( ㎡ ) 7100 Floor Area Ratio 1.2 Building Density (%) 30% Greening Rate (%) 28% Parking Spaces 65

Financiers Club

The functions of the museum include display, education, cultural

M a s te r P l a n

consumption and research. Three suspended exhibition volumes let the greenery underneath penetrate into

1 Make full use of the urban railway system.

2 Increase the utilisation of spaces by connecting the

3 Make full use of the space under the green slope by setting up public parking and commercial activities.

2

Technical and Economic Indexes 9600 Total Plot Area ( ㎡ ) 21000 Total Construction Area ( ㎡ ) 10000 Overground Area ( ㎡ ) Among 11000 Underground Area ( ㎡ ) 1.0 Floor Area Ratio 44% Building Density (%) 27% Greening Rate (%) 75 Parking Spaces

1

2

2

3

The Financiers Club will be used as

a place for the international finance

4

forums. The design sets up the main 2

3

4

Shade Spray System

Ground Source Heat Pump System

Ventilated Curtain Wall System

builds up a public activity platform A

B

Financiers Club

entrance with landscape steps and

B A

Rainwater Collection System

urban landscape visual corridor.

B-B Section Plan

1

1

the urban space and form a series of

3

underground spaces.

A-A Section Plan

International Financial Museum

Section Positions

on the second floor, which links the landscape slope with a pedestrian overpass.

Technical and Economic Indexes 7000 Total Plot Area ( ㎡ ) 16574 Total Construction Area ( ㎡ ) 10000 Overground Area ( ㎡ ) Among 6574 Underground Area ( ㎡ ) 1.4 Floor Area Ratio 50% Building Density (%) 25% Greening Rate (%) 75 Parking Spaces

19