M.Arch Portfolio by Jimmy_Ng

ARCHITECTURE PORTFOLIO JIMMY NG 2019-2020

I M M Y

N G

PERSONAL STATEMENT

I am an architectural graduate with experience working in residential apartments, commercial and mixed use projects. I am also involved in a range of project stages which includes DA, planning proposal, tendering and CC projects. I have compiled this portfolio to feature several projects that I have worked on. In 2021 I have completed my Master Degree in Architecture at the University of Sydney. While undertaking my architectural studies as well as working as an Architectural student, I have greatfully gained essential skills and work experiences. As a result of both work and studies, I am a confident user of Revit with 4 years experience that enables me to model in 3D, drafting and documenting projects together with the knowledge of council

controls. Proficient in Adobe Suite, I also have experience in developing photomontages and CGIs for DA, marketing as well as for view analysis. I have worked and collaborated as part of a project team under the supervision of my team leader to deliver tasks efficiently to meet deadlines. Not only that, having a team leader that also serves as my mentor has merit not only my work experience, but also my willingness to learn throughout different projects. I have prepared my resume to provide you with an overview of my experience and training. Please contact me at your earliest convenience if you require any further information regarding my suitability. Yours sincerely, Jimmy Ng

BIOGRAPHY Mobile 0450 926 293 Address 248 Coward Street, Mascot NSW Email kimhan_jim1997@hotmail.com

TECHNICAL SKILLS

REVIT • • • • •

4 Years Residential, Commercial projects & Mixed use **Construction Documentation Coordination Stages includes documentation for Concept DA, DA & CC

ENSCAPE

DOB 03/01/1997

ABOUT ME

• •

CGIs & Photomontage Marketing purposes

ADOBE

Originally from Malaysia, I have moved to Sydney with an interested to take up architecture as my goal is to become a registered Architect. Recently completed my Masters of Architecture at the University of Sydney, I am interested to gain experience in the growing architectural industry here in Sydney. I have disclosed my portfolio to provide you my skills and experience in regards to my suitability.

•

EOI, Fee proposals, Design reports & Schedules

SKETCHUP VRAY AUTOCAD RHINO 3D GRASSHOPPER

MISCELLANEOUS •

Revit tutor on superproof since 2021

E D U C AT I O N

EXPERIENCE

MASTER OF ARCHITECTURE

WORK

2019 MARCH - 2020 DEC

UNI. OF SYDNEY

BACHELOR OF DESIGN 2016 MARCH - 2018 DEC IN ARCHITECTURE UNI. OF TECHNOLOGY SYDNEY

SQUILLACE ARCHITECTS

2019 ARPIL - PRESENT

ARCHITECTURAL STUDENT

NATUZZI ITALIA WAREHOUSE OPERATIVE

2017 NOV - 2018 MARCH

NOTES

ELEVATIONS ARE TO BE READ IN CONJUNCTION WITH FINISHES SCHEDULE ALL EXTERIOR FINSIHES ARE TO BE SUITABLE FOR A MARINE ENVIRONMENT

E BOUNDARY

_WORK

____________________

A-3006

STEEL FRAMED ROOF WITH NEW METAL DECK SHEETING & PURLINS. REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR EXTENT OF NEW STRUCTURE

Aa 1

____________________

A-3000

BOUNDARY

A-3001

REFER TO A-9107 SKYLIGHT SCHEDULE FOR FURTHER DETAIL

HOT DIPPED GALVANISED STEEL ELEVATED ROOF PLANT TO ENGINEERS DETAIL

ANODISED ALUMINIUM ACOUSTICALLY LOUVRED MECHANICAL PLANT RL 22.340

ALLOW FOR FULLY FLASH ROOF TO A WEATHERTIGHT FINISH & OVERFLASH PENETRATIONS

LV.53A

W05 L4

LV.54

BAL.51

PT.51

W03 L4

ROOF SFL 20790 DG1.17 L4

BAL.51

DG3.17 L4

LV.54

DG2.17 L4

PT.51

DG1.22 L4

W02 L4

BAL.51

PT.51

LV.56 BAL.51

BAL.51

DG2.17 L3

LV.54

W02 L3

LV.55

DG1.17 L3

LV.54

LV.56

LV.51

BAL.51

LV.55

LV.51

PT.51

BAL.51

PT.51 LV.56

LV.56

LV.51

BAL.51

LV.51

PT.51

BAL.51

DG1.2 GND

DG1.1 GND

BAL.51

TL.51

LV.58

DG1.1 GND

HR.51

PT.51

OFF FORM CONCRETE BALUSTRADE WITH FRAMELESS GLASS BALUSTRADE ABOVE PATH FIXED TO UPTURNS

LEVEL 2 SFL 12190

LV.53B

LV.52

BAL.51

LEVEL 1

PT.51

LV.60 MT.52

LV.52

BAL.51

W01 L1

LV.55

PT.51 PT.51 PT.51

PT.51

LEVEL 3 SFL 14890

LV.53B

W01 L2

PT.51

CG1 L1

BAL.51

IONDISED BRONZE EXTERNAL BALCONY ENTRY GATES. REFER TO A-9001 FOR FURTHER DETAIL

LV.52

BAL.51 PT.51

LV.56

2700

CG1 L2 BAL.51

LV.53B

LV.55

PT.51 PT.51 PT.51

LV.56

LEVEL 4 SFL 17590

2700

LV.56 BAL.51

ANODISED ALUMINIUM BIFOLD LOUVRES WITH OPERABLE BLADES

POWDERCOATED STAINLESS STEEL WINDOW FRAMES WITH CLEAR GLAZING TO MEET BASIX REQUIREMENTS

LV.54

W01 L4

PT.51

W02 GND

SFL 9490 EXISTING SUBSTATION

LV.58

2700

LV.56

DG2.18 L3

CG1 L3

3200

North Steyne, Manly

2700

Parramatta Road, Homebush

PT.51

GROUND LEVEL

PINE LANE

SFL 6790 3300

NORTH STEYNE

BASEMENT LEVEL EXISTING WALL, RECLAD WITH STONE. ALLOW TO PATCH & MAKE GOOD AS REQUIRED

SFL 3490

SECURITY SCREEN TO GROUND FLOOR BEDROOMS. REFER TO A-9001 FOR FURTHER DETAIL

© 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

EXISTING NEIGHBOURING WALL TO 98 NORTH STEYNE

12-22 CORBEN STREET 4 STOREY APARTMENT BUILDING ASSUMED NEIGHBOURING PARTY WALL BEYOND SITE BOUNDARY

24 Corben Street, Surry Hills

TEL

RL 35.165

DA-300

__________

NOT-01 DA-201

REPLACE EXISTING ALUMINIUM REMOVABLE BALLUSTRADE

GRAPHIC SCALE

STATUS

PRELIMINARY Do not scale drawings. Verify all dimensions on site. This drawing is NOT SUITABLE for construction.

EXISTING SECURITY SCREEN

5000

23.12.21

LIVING

PURPOSE OF ISSUE

DINING

220 UP

GFA 60.8 m2

CLIENT

DA-300

RL 37.260

RL 36.920

KERB

INDICATIVE CIRCULAR SKYLIGHT OVERHEAD

SELECTED PROJECTS

CHECKED BY

FSR:

1.5 : 1

ALLOWABLE GFA NOMINATED ARCHITECT

DRAWING 153.9 m2 TITLE

NORTH ELEVATIONS

Vince Squillace Reg No. 6468 (NSW), 17219 (VIC), 3677 (QLD), AR1173 (NT)

www.squillace.com.au

340 UP

EXISTING NICHE

DRAWN BY

____________________

KITCHEN

GFA

__________

NOT-01 DA-201

BOUNDARY

RL 34.73

102.6 m2

ABN: 24 132 554 753

CECIL KOUTSOS

WIP ISSUE

DATE

A-2000

1/80 Albion Street, Surry Hills,

Sydney, NSW 2010 SITE AREA: Ph: +61 2 8354 1300

96 NORTH STEYNE, MANLY

DRAWING NOTES P1

DRAWING NO.

SYDNEY

96 NORTH STEYNE MANLY

EXISTING OPENING IN SANDSTONE WALL SITS ABOVE STAIRS LANDING

230 UP

TEL

2000

1:100 @ A1

ISS

STATUS

GFA SUMMARY TABLE ( PROPOSED )

PROJECT

1:200 @ A3

EXISTING FIREPLACE

STUDY

RL 36.470

RL 36.700

RL 34.63

ALLOW TO PROVIDE NEW INTERNAL WALL TO ALIGN WITH ADJACENT WALL

1 : 100 @ A1

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

BOUNDARY

____________________

LOCATION OF EXISTING BOX OUT OF PRESUMED DOWNPIPE TO SERVICE EXISTING ROOF. POTENTIAL TO BE RELOCATED IN FUTURE DA WORKS

NORTH ELEVATION

BOUNDARY

RL 34.88

CORBEN STREET

EXISTING GROUND FLOOR AREA THAT DUE TO TOPOGRAPHY HAS NO ACCESS TO VENTILATION AND LIMITED ACCESS TO DAYLIGHT AND IS NON-COMPLIANT TO NCC. THIS AREA HAS LIMITED AMENITY AND DOES NOT CONTRIBUTE TO THE BULK OF THE BUILDING, APPROX. 14SQ.M

ISSUE

JOB NO.

SCALE

DATE

1 : 100@ A1

23.12.21

KOU1610

DEVELOPMENT APPLICATION Do not scale drawing. Verify all dimensions on si

Report any discrepancies in documentation to a This drawing is for the purpose of council appro and as such, is not suitable for construction.

N O T ES

60.8 m2

LEVEL 1

52.4 m2 53.2 m2

TOTAL

166.4 m2 12.5 m2 (8.1 %)

NEW WALLS

EXTENSION TO EXIST BUILDING ENVELOPE DEMOLITION W

EXISTING RELATIVE L

RL XXXX

PROPOSED RELATIVE

PARAPET RL

TOP OF WALL RL

TOG

TOP OF GUTTER RL

RL XXX

EXISTING RL

1 : 50 @ A1

A ISS

ALLOW TO PROVIDE NEW INTERNAL WALL TO ALIGN WITH ADJACENT

LEVEL 1 TERRACE

KERB

ALLOW TO PROVIDE NEW INTERNAL WALL TO ALIGN WITH ADJACENT WALL

DECK

RL 39.780

BED 2

RL 39.000

PROPOSED FLOOR SLAB TO ACCOMMODATE NEW STAIRS

BED 1

CAR HOIST

LAUNDRY

____________________

DA-300

NEW ROLLER DRUM ABOVE

VOID

GFA 52.4 m2 RL 39.780

540 UP

TWO & THREE STOREY TERRACE NO. 361

RL 39.11

PURPOSE OF ISSUE

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

RL 39.03

ABN: 24 132 554 753

RL 39.11

NEW ROLLER SHUTTER

BATHROOM

RL 39.00

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

__________

NOT-01 DA-201

RL 40.320

www.squillace.com.au DP

BOUNDARY

REINSTATE PREVIOUS WALL FOR ROOM ENCLOSURE

REINSTATE DOOR NEW SPLIT STAIRS

RAISED FLOOR LEVEL

ALLOW NEW INTERNAL WALL BUILD AGAINST EXISTING

CAR STACKER TO ACCOMODATE 2 CARS

WASTE BIN ENCLOSURE

RL 38.87 PROJECT

KERB

LITTLE RILEY STREET

EXISTING STEEL DECORATIVE SECURITY SCREEN

RL 40.320

FROSTED GLASS FOR PRIVACY & LIGHT

BOUNDARY

NOT-01 DA-201

BOUNDARY

CORBEN STREET

__________

EXISTING FIREPLACE

RL 39.770

DA ISSUE

Antonio & Monika Ruggerino

STORAGE BELOW STAIRS

EXISTING GAP IN BETWEEN RL 39.04 NEIGHBOURING BUILDING

ALLOW TO RETAIN EXISTING METAL DECORATIVE BALLUSTRADE

2.09.20 DATE

CLIENT

NEW STEEL FRAMED OPEN STAIRS WITH TIMBER TREADS TO REPLACE EXISTING SPIRAL STAIRS

KERB

LOCATION OF EXISTING BOX OUT OF PRESUMED DOWNPIPE TO SERVICE EXISTING ROOF. POTENTIAL TO BE RELOCATED IN FUTURE DA WORKS

WINDOW

RL XXXX

PROPOSED GROUND LEVEL FLOOR PLAN

ASSUMED NEIGHBOURING PARTY WALL BEYOND SITE BOUNDARY

DA-300

EXISTING WALLS

12-22 CORBEN STREET 4 STOREY APARTMENT BUILDING

____________________

1000

LEGEND

LEVEL 2

Surplus above allowable GFA

26-28 CORBEN STREET 3 STOREY APARTMENT BUILDING

1:100 @ A3 1:50 @ A1

GROUND

NEW WALL TO STRUCTURAL ENGINEERS DESIGN

KERB

Merimbula

NEW STEEL CENTRAL STRINGER OPEN STAIRS WITH TIMBER TREADS TO REPLACE EXISTING SPIRAL STAIRS

24 CORBEN STREET SURRY HILLS

DRAWING NO.

26-28 CORBEN STREET 3 STOREY APARTMENT BUILDING

ISSUE

DA-100 A JOB NO.

RUG-1911

SCALE

1 : 50@ A1

DATE

2.09.

DRAWING TITLE

PROPOSED LEVEL 1 FLOOR PLAN 1 : 50 @ A1

PROPOSED GROUND, LEVEL 1 PLANS DRAWN BY

CHECKED BY

_COURSEWORK Waterloo social housing

Surry Hills High School

Aquatic Research Centre

03 _MODEL MAKING Dubai Expo 2020

01 AERIAL VIEW

_FREELANCES SINGLE STOREY DWELLING 6 GLASSON ST, WELLINGTON NSW 2820

SHEET SCHEDULE

Glow Resource Interior Renovation

Duplex House, Ermington

COVER PAGE GENERAL INFORMATION SITE ANALYSIS CURTAIN WALL SCHEDULE WINDOW & DOOR SCHEDULE SITE AND ROOF PLAN GROUND FLOOR PLAN NORTH & SOUTH ELEVATION EAST & WEST ELEVATION SECTIONS SECTIONS GFA DIAGRAM NEIGHBOUR NOTIFICATION

02 SUBJECT SITE

DEVELOPMENT DATA

3D VIEW

PROVIDED

COMPLY

FLOOR SPACE RATIO

N/A

10m

YES

MAX BUILDING HEIGHT

N/A

4.5m

YES

FRONT SETBACK

AVERAGE TO NEIGHBOUR

10m

YES

SIDE SETBACK

1.5m

YES

REAR SETBACK

3.0m

YES

CORNER SETBACK

N/A

LANDSCAPE AREA

50% OF SITE AREA 100 SQM = 217 SQM

270 SQM

YES

16m²

75m²

PRIVATE OPEN SPACE

REQUIREMENT

REV A B C

YES YES

GLASSON STREET

REV

DATE

P3 04.04.22 A 04.05.22

DESCRIPTION

ISSUE FOR REVIEW ISSUE FOR CDC

INITIAL

JN JN

COUNCIL AREA : DUBBO REGIONAL JN DRAWN BY: CHECKED BY: KS CLIENT N/A

SITE ADDRESS: 6 GLASSON STREET, WELLINGTON | DP: 36334 LOT 7 | SEC: :ISSUED FOR: Issued for CDC PROJECT TYPE: RESIDENTIAL

DATE

13.08.20 05.09.20 08.10.20

DESCRIPTION

CLIENT REVISION COUNCIL SUBMISSION COUNCIL SUBMISSION

INITIAL

AA AA AA

COUNCIL AREA : PARRAMATTA COUNCIL AA DRAWN BY: CHECKED BY: KS CLIENT N/A : DRAWING TITLE: 3D VIEWS

SITE ADDRESS: 23 LISTER AVE, ERMINGTON | DP: 36597 LOT 13 | SEC: I:SSUED FOR: Issued for DA PROJECT TYPE: RESIDENTIAL SCALE:

DATE: 31.10.20

REV: C

00.02

COUNCIL COMPLIANCE

03 1

LOT SIZE: 730m²

SHEET NO.:

03.3

PROJECT NO :

3D FACADE VIEW

Single Storey Dwelling, Wellington

00.02

A000 A001 A002 A003 A004 A101 A102 A201 A202 A203 A204 A301 N101

OJECT NO :

SELECTED PROJECTS

WORK EXPERIENCES 1. 2. 3. 4.

PARRAMATTA ROAD, HOMEBUSH NORTH STEYNE, MANLY MERIMBULA SURRY HILLS RESIDENCE

01 PARRAMATTA ROAD, HOMEBUSH 136 PARRAMATTA ROAD, HOMEBUSH

PROJECT TYPE PROJECT TEAM DURATION SOFTWARE USED PROJECT YEAR PROJECT STAGE INSTITUTION

With DA approved in early 2021, this project has been re-engaged by the client under design and construct with an awarded bulder. After graduation, this project is the highlight in my career as I am hugely involved in every aspect of this project - initial meeting with builder all the way to construction commencement. This project was quoted as “At the cross road” as we were caught with the implementation of the new design and building practitioner act. Which sets the goal standard for architectural specification, documentation standard and compliances.

PARRAMATTA ROAD

Mixed Used Project Team 13 Months full time Revit / Enscape / Bluebeam 2021 Construction Documentation Squillace Architects

My key roles in this project are • CC documentation with regulated design • Services coordination • Responsible to achieve compliances BCA and AS • Research in specs and schedule for products specification • Lightly involved in value management analysis as builder wants to reduce cost • Responsible to respond site RFI if it involves documentation/ descrepancies • Reviewing shop drawings and giving comments prior for team leader’s approval • Involved in site meetings and inspections • Reporting to Associate Architect

PHOTOMONTAGE

PARRAMATTA ROAD

GROUND FLOOR GA Parramatta Road, Homebush Mixed use development that includes sports bar, casino and residential lobby. Division between class 6 and class 2 is debatable for code compliances

A 1

____________________

A-2015

____________________ ____________________

A-3002

A-2017 A-3008

____________________

A-3003

____________________

A-3004

A-2004

A-2013

4200

4551 (GRIDS)

10.01

9.98

CJ TK 9.935

CJ TK 9.79

CON.54

W07 GND

RL 9.69 TK 9.66

LT.10

A.LT.10 A.LT.10

DSR.3 GND

70mm STEP @ THRESHOLD

SS.02

LT.10

RL 9.540

RL 9.525

RL 9.335

RL 9.24

TK 9.51

CJ TK 9.495

TK 9.305

CJ TK 9.305

TK 9.21

W02 GND

SS.02

A-8910 LT.10

BICYCLE PARKING

COL

FW LT.10

RL 9.175 TK 9.145

RL 9.08

CON.54

TK 9.05

FW LT.10

RL 8.875

RL 8.485

TK 8.845

CJ TK 8.455

IL 9.36

IL 9.345

IL 9.155

IL 9.045

IL 8.945

IL 8.86

IL 8.695

IL 8.455

LIP 9.55

LIP 9.40

LIP 9.385

LIP 9.195

LIP 9.085

LIP 8.985

LIP 8.90

LIP 8.735

LIP 8.455

____________________ ____________________

____________________

A-2017 A-3008

A-3002

____________________

A-3004

A-2002

A-2011

A-3009

A-3007

A-2015

NEW 1200mm WIDE FOOTPATH

A-2016

A-2014

02.03.22 19.01.22 17.01.22 05.11.21

ISSUED FOR CONSTRUCTION ISSUED FOR CC3 ISSUED FOR CC3 ISSUED FOR CC3

INDICATIVE TOOL JOINTS SHOWN IN THIN GREY

BOUNDARY

____________________

SIGNAGE THAT DOES NOT ACHIEVE THE GROUP NUMBER RATING PERFORMANCE SOLUTION PROVIDED IN FER REV A 10.11.21 BY GHD

RISING AND DESCENDING STAIRS PERFORMANCE SOLUTION PROVIDED IN FER REV A 10.11.21 BY GHD

NUMBER OF EXITS PROVIDED PERFORMANCE SOLUTION PROVIDED IN FER REV A 10.11.21 BY GHD

PIPES THROUGH FIRE RATED WALLS PERFORMANCE SOLUTION PROVIDED IN FER REV A 10.11.21 BY GHD

A-3001

EXISTING KERB

HYD. GAS BDY REG. HYDRAULIC WATER METERS

LOCATION OF HYDRANT BOOSTER PERFORMANCE SOLUTION PROVIDED IN FER REV A 10.11.21 BY GHD

____________________

A-3011

REFER TO LANDSCAPING PLANS FOR FURTHER DETAIL TK 8.09 TK 7.95

8.23 PYLON SIGN FEATURE

LT.10

LT.09

MT.01

TK 8.00

RL 8.15

1:40

CJ TK 8.15 TK 8.15

RL 8.450

7.88 8.05

TK 8.15

KERB TRANSITIONS INTO EXISTING ROAD CARRIAGEWAY - CIVIL TO CONFIRM FLOOD IMPLICATIONS

EXISTING FOOTPATH TRANSITION INTO EXISTING ROAD

PROPOSED BOUNDARY PIT. REFER TO CIVIL ENGINEER DRAWING FOR FURTHER DETAIL

A-3010

________________________________________

1:200 @ A3 G F E D

INDICATIVE EXPANSION JOINTS SHOWN IN THICK GREY

____________________

PROJECT

GRAPHIC SCALE

STATUS

A-4120

________________________________________

____________________

FOR CONSTRUCTION Do not scale drawings. Verify all dimensions on site. Report any discrepancies in documentation to architect before commencing works.

A-5003

BAL.54

LT.09

EXIT TRAVEL DISTANCES EXTENDED PERFORMANCE SOLUTION PROVIDED IN FER REV A 10.11.21 BY GHD

LT.09

MIN. 1:100

IL 9.51

LOFTUS LANE

REFER TO LANDSCAPING 8.34PLANS FOR FURTHER DETAIL

LT.10

TK 8.13

PERMEABLE PAVERS TO SURROUND TREES. REFER TO LANDSCAPING PLANS FOR A-2010 FURTHER DETAIL

8.19

GRD.51

BAL.54

MIN. 1:100

A-3006

RL 8.440

PUBIC FOOTPATH PERFORMANCE SOLUTION PROVIDED BY MORRIS GODING ACCESS CONSULTING 01.06.21

____________________

TK 8.26

8.42

MT.01 HR.51

LIP 9.68

OPAQUE HOPPER WINDOWS

LT.10

COL

IL 9.54

PROTOTYPE FOR OPAQUE HOPPER WINDOWS TO BE TESTED ON SITE FOR VISIBILITY TO GAMING ROOM

LT.09

A-2001

8.25

LIP 9.825

NEW 1200mm WIDE FOOTPATH

MT.01

11.

BAL.54

1:89

CPT.02

DLB.2 GND

MT.01

LT.10

SPORTS BAR

TL.06

LINE OF CONCRETE AWNING ABOVE

CJ SPORTS THEATRE LOCATION WITH ROLLER SHUTTER

DG.4 GND

SEATING

APARTMENT ENTRY FFL 9189 3749

LINE OF DEEP SOIL BELOW

CJ 1:90 FALL

LT.09

PAV.51

COL DP

MAT.01

LT.10

LINE OF DEEP SOIL BELOW

ELEC & COMMS

PARRAMATTA ROAD

1:14

MIN. 1:100 MIN. 1:100

DFE.2 GND

FRAMELESS GLASS AUTOMATIC SLIDING DOOR

FFL 9130 APARTMENT ENTRY

A.LT.10

TL.06

1:90 FALL

DG.3 GND

REFER TO LANDSCAPING PLANS FOR FURTHER DETAIL

FIRE BOOSTER & ASSEMBLY

1:21 STAIR 02

DFE.3 GND

COURTYARD

MAT.01

MIN. 1:100

FFL 9410

SS.02

MAIN PUB ENTRY

IL 9.785

INDICATIVE TOOL JOINTS SHOWN IN THIN GREY

PARRAMATTA ROAD

TL.06

BICYCLE PARKING

W03 GND LT.10

MAT.01 GAMING ENTRY W05 GND

FFL 9220

A.LT.10

A.LT.10 A.LT.10

LT.10

RL 9.82

STAIR 03

DG.7 GND

CIG

LT.10

RL 9.965

PLANTER

MIN. 1:100

LT.09

1 : 100 @ A1

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

A.LT.10 A.LT.10

LT.10

EXTERNAL AREA

HYD & GAS DUCT

A.LT.10

VOID

PLANTER

LT.09

DP 1:90

LT.10

PAV.51

SS.02

DFE.1 GND

PERMEABLE PAVERS TO SURROUND TREES. REFER TO LANDSCAPING PLANS FOR FURTHER DETAIL

LT.10

10.

UNLESS OTHERWISE NOTED ENSURE ALL JUNCTIONS BETWEEN VARYING FINISHES ARE FLUSH. ALLOW TO SCREED/PACK FLOOR TO SUIT. FLOOR FINISHES TO MEET MINIMUM SLIP RESISTANCE RATINGS AS OUTLINED IN HB 198 PROVIDE STAINLESS STEEL COVERPLATES TO BETWEEN ADJOINING FLOOR FINISHES BUILDING TO BE PROVIDED WITH DAMP-PROOFING IN ACCORDANCE WITH AS2870, AS2904 & ALL OTHER STATUTORY REGULATIONS. SARKING TO COMPLY WITH AS/NZ4200 PARTS 1&2 – 1994. SARKING IS TO HAVE FLAMMABILITY INDEX OF NOT GREATER THAN 5. ALL FLEXIBLE DUCTING TO COMPLY WITH AS4254. ALL FLOOR, WALL & CEILING LININGS ARE TO BE COMPLIANT WITH BCA C1.10A. ALLOW TO SET, SAND AND PAINT ALL PLASTERBOARD LININGS. PROVIDE JOINT IN SLABS AS REQUIRED BY ENGINEER. REFER TO STRUCTURAL DRAWINGS. ALL AMENITIES TO BE WATER RESISTANT & WATERPROOF IN ACCORDANCE WITH AS3740.

PERFORMANCE SOLUTIONS

CON.54

GRD.51

TL.06

MAILBOXES

FFL 9500 TL.01

W08 GND

A-3005

TK 8.35

LT.09

COL

W01 GND

813

LOBBY 43 m2

LIFT 2

SEATING

VIP BAR

FFL 9520

540

A-1412

LT.10

TREATMENT OF JOINT TO STRUCTURAL ENGINEER DETAIL

A-5021

LIFT 3

ø1

LT.10

1:43

VIP LOUNGE

GROUND FLOOR - GENERAL ARRANGEMENT

COMMS ROOM

PLANTER

LV.56 GF - 04

LIFT 1

DG.8 GND

A-5004

CPT.01

DG.5 GND

FIP EWIS

SUBSTATION. REFER TO ANORM CONSULTING DRAWINGS & APPROVAL FOR FURTHER DETAIL

LT.10

____________________

TK 8.47

8.60

MT.01

DG.2 GND

8.53

LT.09

PLANTER

MIN. 1:100

LT.10

DG.15 GND

FFL 9180

MT.01

947

RAMP 1:10

5500

1085 LT.10

MAIN ENTRY

LT.10

A-5008

7. 8.

LT.09

LT.09 LT.10

LT.09

1:90 FALL

WASTE CHUTE

510 620 620 510

M M

ACCESSIBLE TOILET

MIN. 1:100

LT.10

LT.09

MAT.01

MIN. 1:100

HYD GAS & HW RISER

W09 GND

BOUNDARY

VOID ABOVE

PLANTER MIN. 1:100

LT.09

LT.10

LT.09

GLAZED SKYLIGHTS TO AWNING ABOVE

HR.51

6. MT.01

LT.09 COL

LT.09

DG.1 GND

8.66

LT.09

1:14

TL.06 LT.09

1000

1178

HR.54

LT.09

HR.53 WAITER'S STATION

A-6101

DG.12 GND

VISUAL SCREEN

TK 10.10

ACOUSTIC BAFFLES ABOVE

LT.09 LT.09

FHR

1:14 RAMP

DG.27 GND

COVED WALL DETAIL TO EDGE PERIMETER

MIN. 1:100

LT.09

SS.02

MT.01

MT.01 LT.10

MT.01

MIN. 1:100

540

DG.13 GND

MT.01 RL 9.650

4697

BIN 1100L

RAMP 1:10

BIN 1100L

CLEANERS SINK

DG.14 GND

FFL 9500

ø1

MIN. 1:100

DG.20 GND

FFL 9500

DG.9 GND

MT.01

PROVISION FOR OUTDOOR FOOD STAND

HR.52

MT.53

FE DFE.4 GND MIMIC DFE.4 PANEL GND

DG.11 GND

DG.19 GND

DG.17 GND

RAMP 1:30

1727

DG.18 GND

MECH

LT.10

PENETRATION FOR PYTHON TO BAR

2160

MIN. 1:100

FFL 10490

PLANTER

FOR FURTHER DETAIL

STORE

CU x2

COVED DETAIL TO PERIMETER OF WASTE AREAS

STORE

DSR.2 GND FIRE BLANKET

MIN. 1:100

DG.22 GND

PLANTER

STORE / KEG REFER TO KITCHEN DRAWINGS

OFFICE

GND

HDG.30

KITCHEN

DG.23 GND

1000

MIN. 1:100

300 BIN 1100L

BIN 1100L

BIN 660L

BIN 1100L

BIN 660L

MIN. 1:100

DLO.9 GND

DG.24 GND

TOILETS DG.21 GND

DLO.5 GND

A-5002

10.13

LIP 9.95

BIN 660L

W11 GND

CON.54

IL 9.95

MIN. 1:100

STORE

DSR.1 GND

EGRESS

8.59

A-5007

LT.09 LT.09

MIN. 1:100

DG.26 GND

COLD ROOM FFL 10600

MIN. 1:100

A-5011

BIN 660L

W10 GND

HYD & GAS METERS

GND

DLO.7 GND

RAMP 1:10

ATM

SS.01 TL.01 RL 9.500

STAIR 05

FFL 8842

1:40

LV.56 GF - 01

A-8910

10m SETBACK - DRAFT DCP

1:40

9.97

ATM

HR.51

A-3003

BIN 660L

FIRE EXIT STAIR 06 STAIR 07

KIP 0.06 10.03

LINE OF SLAB STEP ABOVE DIESEL PUMP EXHAUST FROM BELOW

1:26

DLO.8 GND

A-5006

10.17

LV.56 GF - 02

6866 (GRIDS)

A-6100

32 m HOB

PLANTER

PORTION OF EXISTING KERB TO BE RETAINED REFER TO CIVIL ENGINEER DRAWINGS FOR FURTHER DETAIL

1783

____________________

BIN 660L

DR.5 GND

1:40

TK 10.21

EXISTING KERB & STORMWATER PIT TO BE RETAINED

INDICATIVE CONTROL & DUMMY JOINTS SHOWN IN THICK GREY. EXPANSION JOINTS IN ACCORDANCE WITH STRATFIELD COUNCIL REQUIREMENTS

BIN 660L

8.8m MRV

DG.28 GND

CJ 10.24 DSR.5 GND

TK 10.245

DLO.4 GND

COMMERCIALDLO.2 WASTE GND

DR.3 GND

RL 10.330

DSR.6 GND

TK 10.25

MIN. 1:100

CU x2

TK 10.32

GF - 03

3434 (GRIDS)

MIN. 1:100DG.25

1:42

10.16

WASTE

RESIDENTIAL WASTE

DG.29 GND

BIN 1100L

LOADING DOCK

LB 10.38

TK 10.27

KERB

MIN. 1:100

10.09

6566 (GRIDS)

PROVISION TO KEEP DOOR OPEN FOR FIRE TRIP

DSR.7 GND

DLO.6 GND

KERB

MIN. 1:100

MT.55

FHR TK 10.35

MT.01

3210 (GRIDS)

8.200 RL

4152

3295 (GRIDS) 4125 (GRIDS)

DLO.10 FE GND

1:80

LOUVRED GATE

A-2014

FRIDGE

CON.54

10.27

A-2016

16 m HOB

ENSURE COVED DETAIL TO WALL EDGE PERIMETER OF WASTE AREAS

PLANTER

A-3011

RL 10.900

1:30

IL 10.23

MT.55 300

PROPOSED NEW KERB TO COUNCIL'S STANDARD. REFER TO CIVIL FOR FURTHER DETAIL

CON.56

PLANTER

____________________

DR.2 GND

1:16

PERFORATED ROLLER DOOR. FREE ARE REQUIREMENT TO BE CONFIRMED BY MECHANICAL ENGINEER

CON.56

BIN 660L

LB 10.49

VEHICULAR RAMP

DR.1 GND

BIN 660L

LB 10.50

EXISTING KERB

CON.54

10.40

A-3001

1500 X 350 VISITOR INTERCOM TO COMPLY AS 1428.2 - BUILDING FACILITIES SECTION 22 & 23

RL 10.550

INTERCOM

RL 10.940

LB 10.55

IL 10.34

10.16

LB 10.585

IL 10.35

____________________

7145 (GRIDS)

KERB

1:4.4

LOW HEIGHT AREA ABOVE CL 2895

A-2012

2500

10.700 RL

TOP OF CAPPING BEAM SSL 10700

TOP OF CAPPING BEAM

PLANTER

3785 (GRIDS)

A-3006

LOFTUS LANE

3854 (GRIDS) 3226 (GRIDS)

29748

____________________

A-3010

FLOOR NOTES

BOUNDARY

1:6

BIN 660L

MT.55

10.58

____________________

TOP OF CAPPING BEAM RL

A-5009

KERB

BIN 660L

LIP 10.40

10.58

10.48

NOTES

________________________________________

6445 (GRIDS)

STAIR 01

A-2003

4200 (GRIDS)

2000

BIN 660L

LIP 10.485

STOP SIGN / LOCATION TO BE APROVED BY TRAFFIC ENGINEER.

A-3007

49737

RL 10.900

BIN 660L

3259 (GRIDS)

TRF.53

3821 (GRIDS)

10.61

LB 10.685

1:17

SPEED BUMP 2.5m FROM BDY IN ACCORDANCE WITH DA CONDITION 50

LIP 10.585

1:22

BIN 660L

A-3005

KERB

BIN 660L

RL 11.020

____________________

MAIN VEHICULAR ENTRY

OSD GRATES - REFER TO CIVIL DRAWINGS FOR DETAIL RL 10.841

RL 11.020

1012

10.69 10.79

LB 10.78 150mm ROLL OVER MOUNTABLE KERB TO CIVIL ENG'S DETAIL

4383 (GRIDS)

LIP 10.68

BIN 660L

2000

5054

10.80

BIN 660L

10.81

TK 10.93

1130

10.69 LIP 10.74

3120 (GRIDS)

CREST OF DRIVEWAY MINIMUM 300mm ABOVE INVERT OF EXISTING GUTTER

TK 10.97

BIN 660L

LIP 10.81

4200 (GRIDS)

A-3009

____________________ ____________________

DRIVEWAY

LIP 10.81 10.82 LIP 10.83

1:100 @ A1

DRAWING NOTES

2000

5000

Pub / Residential Homebush

SYDNEY

136-144 Parramatta Road,

136-140 Parramatta Road, Homebush

1/80 Albion Street, Surry Hills, Sydney, NSW 2010 Ph: +61 2 8354 1300 ABN: 24 132 554 753

DRAWING NO.

A-1000

DRAWN BY

CHECKED BY

ISSUE

JOB NO.

SCALE

DATE

1 : 100@ A1

02.03.22

IRI1807

TYPICAL CONCRETE SETOUT Parramatta Road, Homebush

4550

4200

3120

A-3002

A-3003

____________________

____________________ ____________________

A-3004

A-2017 A-3008

6445

____________________

4200

A-2004

A-2013

7145 1

A-3009

A-3007

3210

3435

6865

CONCRETE SETOUT LEGEND

________________________________________

6565

____________________

---

A-3010

VARIES

CONCRETE CORE WALLS. REFER TO STRUCTURAL DRAWING FOR FURTHER DETAILS.

VARIES

Concrete setout which includes all coordinated services, structural elements and complaince falls

STRUCTURAL BLOCKWORK WALLS.

____________________ ____________________

____________________

A-2016

A-2015

A-2014

WET AREA SETDOWN

225 300

2992 *SLAB EDGE*

1500

3551 *AWNING EDGE*

TOW 14520

CONCRETE UPTURNS. HEIGHT AS NOTED ON DRAWING

A-3002

A-2017 A-2015 A-3008

ALL BALCONIES SLABS ARE 80mm BELOW SSL ALL WET AREAS SLAB ARE 20mm BELOW SSL SSL INDICATED ON DRAWING DOES NOT INCLUDE ADDITIONAL 50mm DRAINAGE FALL

1 : 10 @ A1

STATUS

FOR CONSTRUCTION Do not scale drawings. Verify all dimensions on site. Report any discrepancies in documentation to architect before commencing works.

M L K J I H G F E D

17.02.22 07.02.22 28.01.22 18.01.22 14.01.22 11.01.22 23.12.21 17.12.21 13.12.21 10.12.21

____________________

A-3004

ALL PLUMBING OUTLETS/PENETRATIONS TO BE COORDINATED WITH THE PLUMBER. HYDRAULIC PENETRATIONS AND BALCONY OVERFLOWS TO BE COORDINATED WITH ENGINEERS DOCUMENTATION.

ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION

1 A-2011

100mm DIAMETER PENETRATIONS REQUIRED FOR ELECTRICAL & COMMS RISERS. REFER TO SERVICE METER CUPBOARD DRAWING FOR DETAILS OF GAS & HOT WATER PENETRATIONS.

125

A-2016 A-3009

A-3007 A-2014

MIN 150mm BETWEEN ANY PENETRATIONS, TO BE CONFIRMED ONSITE WITH PT STRAND LOCATIONS.

1:200 @ A3 1:100 @ A1

DRAWING NOTES

2000

Pub / Residential Homebush

VARIES VARIES VARIES

768

---

REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR SLAB CUTS AND JOINTS

VARIES VARIES

100

SKYLIGHT DETAIL RADIUS 1 : 20 @ A1

ALL WALL TYPES ARE TO BE CONFIRMED BY BUILDER AND STRUCTURAL ENGINEER.

ABN: 24 132 554 753

100

150 185

VARIES

SLAB EDGE

300

SLAB EDGE

280 VOID

150

HOB - L

250

HOB - N

DRAWING NO.

1/80 Albion Street, Surry Hills, Sydney, NSW 2010 Ph: +61 2 8354 1300

200

HOB - I

HOB - K

HOB - J

HOB - M

SYDNEY

136-144 Parramatta Road,

136-140 Parramatta Road, Homebush

HOB - H 150

415

331

HOB - G

190

ALL PENETRATIONS ARE INDICATIVE ONLY & TO BE COORDINATED WITH SUBCONTRACTORS

HOB - F 150

150 70

219

140

HOB - E 140

130

HOB - C

HOB - B

100

HOB - D

130

SLAB EDGE

190

AWNING FILLET EDGE

623 -

REFER TO HYDRAULIC ENGINEER'S DWG FOR PENETRATIONS & FALLS. FALL LINE ON PLAN TO BE REVIEWED BY HYDRAULIC ENGINEER

HOB - A

250

100 CLADDING FINISH

VOID

415mm SLAB

____________________

A-3010

5000

OUTLINE OF COLUMN BELOW AWNING

EAVES GUTTER

TOW 14000

129 58

280

3525 25

PROJECT

100

SSL 13400

1785

SSL 13400

____________________

GRAPHIC SCALE

TYPICAL GRATED INLET PIT DETAIL. REFER TO CIVIL FOR FURTHER DETAIL

415mm SLAB

COLUMN

REFER TO STRUCTURAL ENG DOCUMENTATION FOR CONFIRMATION OF STRUCTURAL ELEMENTS AND PENETRATIONS

A-3011

561

10 25 VOID

FALL TO EAVES GUTTER

CORNER JUNCTION BETWEEN UPTURN WALL AND CLADDING TO BE REVIEWED

THIS DRAWING IS TO BE READ IN CONJUNCTION WITH A5000 SERIES STAIR AND LIFT CORE. BUILDER TO PROVIDE DETAILS ON RAILINGS, STAIR WIDTHS AND LANDING CLEARANCES TO BE CONFIRMED.

FLOOR WASTE. ALLOW FOR MINIMUM 1:100 FALL

____________________

HOB K

113 84 198 1

DISH DRAIN ALONG PERIMETER OF BASEMENT WALL.TYPICALLY 200mm REFER TO CIVIL FOR FURTHER DETAILS.

A-2010

400

FOLD

1325 COLUMN

1200

1535

1800

____________________ ________________________________________

228

1215

150 COLUMN

BALCONY

DP LOCATION REFER TO HYD ENG DWGS FOR SETOUT INFORMATION

100

1 A-2002

SIGNAGE FEATURE

100

____________________ ____________________

A-3001

FACADE OUTLINE

HOB A

RUBBLE DRAIN ALONG PERIMETER OF BASEMENT WALL. REFER TO CIVIL FOR FURTHER DETAILS.

____________________

OUTLINE OF COLUMN BELOW AWNING

100

NOTES

____________________

EAVES GUTTER

25 10 660

2642

112 1120 442 1636

158 COLUMN

MIN. 1:100

1800

1350 200 400mm SLAB

PLANTER

SSL 13400

PAD FOOTINGS OUTLINE BELOW

WALL PENETRATION. REFER TO PENETRATION SCHEDULE FOR FURTHER DETAIL

VARIES

--1

MIN. 1:100

A-2001

____________________

FALL TO EAVES GUTTER

TOW 14520

HOB K

BALCONY

1200

2992

COLUMN

2127

SSL 13480

COLUMN

4400

1000 1768

1416

1150 125 PLANTER

TOW 14520

SSL 13460

180mm SLAB

1577

2150

544 715

VOID

VARIES

COLUMN CORNER JUNCTION BETWEEN UPTURN WALL AND CLADDING TO BE REVIEWED

1532 200mm SLAB

EAVES GUTTER

25 COLUMN

A-1101

472 1073 COLUMN

2003

FOLD

400mm SLAB

PREFABRICATED PLANTER

1364

FOLD

635 COLUMN

SSL 13460 180mm SLAB

1215

____________________

158 COLUMN

A-3006

REFER TO DWG A-8010 FOR SETOUT INFORMATION

MIN. 1:100

SSL 13400

MIN. 1:100

681

746 COLUMN FACADE OUTLINE

1800

1570 100

1347 1146 1475

589 COLUMN

5141

____________________

655

TOW 14520

80 240

COLUMN

2141

1000

HOB A MIN. 1:100

550

479 COLUMN

A-5020

MIN. 1:100 FW

VOID

1513

COLUMN

FOLD

500

250mm SLAB

STEP TO UNDERSIDE SLAB SOFFIT DRAINAGE OVERFLOW. REFER TO A-8001 SERIES FOR OVERFLOW HEIGHT TO BALCONIES.

DP LOCATION REFER TO HYD ENG DWGS FOR SETOUT INFORMATION

SLAB EDGE

1174

SSL 13440

COLUMN

SSL 13480

MIN. 1:100

LINE OF BUILDING FINISHES

HOB K

FALL TO EAVES GUTTER

600

2400 1046 465 977

FOLD

350

ELECTRICAL PENETRATION

WET FIRE PENETRATION. REFER TO SERVICES DRAWING FOR FURTHER DETAIL

UPSTAND WALL INTERFACE CONNECTION WITH SLIDING DOOR FRAME TO BE REVIEWED

BALCONY

200mm SLAB

1318 180mm SSL 13460 SLAB

HYDRAULICS RISER. REFER TO SERVICES DRAWING FOR PENETRATION UNLESS DEPICTED ON PLAN

VARIES

OUTLINE OF COLUMN BELOW AWNING

158 COLUMN

LID ABOVE LIFT 3

MECHANICAL PENETRATION VARIES

SKYLIGHT

VOID

400mm SLAB

290mm SLAB

CL 49 COLUMN

SSL 13400

1622

753 288 900

1000

2180

270mm SLAB

FALL

1569

1377

600

1557

COLUMN

MIN. 1:100

635 COLUMN

CONCRETE AWNING BELOW

360mm SLAB

MIN. 1:100

A-3005

1215

BALCONY

SLAB EDGE ABOVE

250mm SLAB

____________________

TOW 14520

HOB A

MIN. 1:100

458

1580

40 1330

COLUMN

BALCONY

HOB B

STAIR 3

1000

GARBAGE CHUTE

600

A-5004

HOB A

COLUMN

628 COLUMN

975 882

40 2171

125 COLUMN

STAIR 4

TOW 14000

1 : 100 @ A1

A-3003

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

270mm SLAB

MIN. 1:100

200mm SLAB

HOB A

OUTLINE OF COLUMN BELOW AWNING

415mm SLAB

LEVEL 1 - CONCRETE SETOUT

SLAB EDGE

ALIGN TO SLAB SOFFIT

SSL 13440 40

MIN. 1:100

650 FROM FFLFW

180mm SLAB

105 COLUMN

FOLD

587 COLUMN

AFS DETAIL 1

SSL 13460

FOLD IN SOFIT BELOW

SSL 13460

500500

TOW 14150

VOID

HOB A

700 1200 2569

MIN. 1:100

520mm SLAB

____________________

40 70

2617 364 STAIR 6

1250 60

1118 1475

250

FFL

COLUMN 2728

4125

DRAINAGE

230mm SLAB

SSL 13480 600mm BEAM

300 X 150 COMMS PENO

SSL 13400

413

AFS LOGICWALL 162mm

MIN. 1:100

580 mm SLAB

200mm SLAB

1768 1656 97 205mm SLAB

300 X 150 ELECTRICAL PENO

EXHAUST

APARTMENT LIFTS

SSL 13440 83 COLUMN

540 mm SLAB

SSL 13480

112

1255

250mm SLAB

1524 287 1128

485 FW COLUMN

HOB A

SSL 13480

1006

SSL 13460 785

SLAB SET DOWN 40mm FOR TILES

205mm SLAB

820 COLUMN

SSL 13400

CORNER JUNCTION BETWEEN UPTURN WALL AND CLADDING TO BE REVIEWED

290mm SLAB

123 1000

1000

250mm SLAB

SSL 13480

225mm SLAB

PREFABRICATED PLANTER

SSL 13440

MIN. 1:100

3240

3295

MIN. 1:100

HOB A 3334

COLUMN

MIN. 1:100

225mm SLAB

BALCONY

SLAB EDGE

1675

COLUMN

350

950

751 COLUMN

1257

COLUMN

635 COLUMN

158 COLUMN

SSL 13460

FALL TO EAVES GUTTER

MIN. 1:100

STEP IN SLAB

VARIES

TOW 14000 1409

200mm SLAB

SSL 13480

LAUNDRY FW LOCATED HERE FOR BOTH PRE AND POST ADAPTION

SFL 13400

BALCONY

MIN. 1:100

1090

1000

2303

HOB N

HOB TO CONTINUE THROUGH AFS OVERLAP

180mm SLAB

290mm SLAB

180mm SLAB

SSL 13440

SSL 13480

270mm SLAB

MIN. 1:100

123

122 925

FOLD

TOW 14000

567 HOB A

BOUNDARY

940

SSL 13460

2383

1006

FOLD

270mm SLAB

FALL

16 146

250mm SLAB

MIN. 1:100 FW

VOID

290mm SLAB

FOLD

300mm SLAB

SSL 13400

280 COLUMN

HOB A

MIN. 1:100

250mm SLAB

221

A-5006

250mm SLAB

FACADE OUTLINE

A-3011

150 250 868

SSL 13480 1

____________________

250mm SLAB

2868

HOB A

MECHANICAL PENETRATION FOR REFRIG PIPES & EXHAUST DUCT RISERS

1730

1000

MIN. 1:100 FW

FOLD

COLUMN

250

3225

A-3001

PLANTER

SSL 13440

SSL 14380

____________________

2631

1000

FOLD

MECHANICAL PLANT

3785

200

150 2000

--1

600

350 389

____________________

MIN. 1:100

3486

TOW 14530

BALCONY

SSL 13400

300mm SLAB

MIN. 1:100

100

400

FOLD

1472

A-2012

1000

3855

TOW 14380

HOB F

FOLD

TOW 14530

HOB F 740

1065

SSL 14180

149 350

2197

992

A-3006

HOB F

SSL 14180 3025

COLUMN

____________________

HOT WATER PLANT

1783

HOB L

738

400 876

700 1

TOW 14730

3126

COLUMN

SSL 14530

203

200mm SLAB O/F

MIN. 1:100

O/F

200

MIN. 1:100

340mm SLAB

SSL 13480

FOLD

250mm SLAB

SLAB EDGE

3820

A-2003

250mm SLAB

MIN. 1:100

PLANTER O/F

MIN. 1:100

1202

COLUMN SSL 13480

40 300mm SLAB 40

180mm SLAB

* 3886 *

FALL

SLAB LID TO STAIR 05

TOW 14730

FOLD

1820

713

SSL 13460

WALL DOWNTURN BELOW. REFER TO STRUCTURAL DWG FOR FUTHER DETAIL

412

FOLD

1800

340mm SLAB

348 1070

SSL 13460 605 COLUMN

2258

524 COLUMN

3260

FOLD

1050 O/F

MIN. 1:100

OSD BASIN

1800

1000

TOW 14430

300mm SLAB

180mm SLAB

BALCONY

300mm SLAB

MIN. 1:100

COLUMN

200mm SLAB

995

FW MIN. 1:100

PREFABRICATED PLANTER

A-3005

SSL 13480

TOW 14520

O/F

SSL 13480

1000

4385

TOW 14000 FACADE OUTLINE

____________________

SSL 13460

HOB N

200mm SLAB

150

*SLAB EDGE*

XX SSL 13400

HOB TO CONTINUE THROUGH AFS OVERLAP

5791

A-1101

VARIES

____________________

TOW 14530

120

100

SSL 14530

1812 *SLAB EDGE* 1500

ALLOW FOR MINIMUM 20mm AWAY FROM BOUNDARY

VARIES

AFS LOGIC WALL SYSTEM

A-1101

DRAWN BY

CHECKED BY

HOB - P

ISSUE

JOB NO.

SCALE

DATE

PARRAMATTA ROAD Asindicated@ DRAWING TITLE

IRI1807

17.02.22

TYPICAL REFLECTED CEILING PLAN Parramatta Road, Homebush Coordinated services to suit ADG standards. Inverse red clouds indicated items outstanding that requires additional coordinated to avoid non-compliances.

A-2017 A-2015

A-3002

A-3003

____________________ ____________________

____________________

A-3004

A-2004

A-2013

A-2016

A-2014

CEILING LEGEND

____________________

________________________________________

A-3010

3300 ASL

A-3009

A-3008

FINISHED CEILING LEVEL ABOVE STRUCTURAL FLOOR LEVEL. CEILING TYPE

____________________ ____________________

____________________

A-3007

PLASTERBOARD CEILING 2.7m FROM FINISHED FLOOR LEVEL UNLESS OTHERWISE NOTED PLASTERBOARD CEILING 2.6m FROM FINISHED FLOOR LEVEL UNLESS OTHERWISE NOTED PLASTERBOARD CEILING 2.5m FROM FINISHED FLOOR LEVEL UNLESS OTHERWISE NOTED

1 ROBE

BEDROOM 2

BEDROOM 1

BATH

ROBE LINEN

FOLD

BATH

BEDROOM 1

LDY LINEN

BATH

LDY

A.LT.52

APT 102

TYPE B.1 1 BED

FC.51

FOLD

CON.55

A-3001

TYPE M 1 BED

A.LT.52

ROBE AP

BATH AP

KITCHEN

LIFT 2

REFRIG PIPES

A.LT.52

STAIR 06

KITCHEN

LINEN

APT 106 TYPE J 2 BED

ROBE AC

BATH AP

BEDROOM 1

A-3001

BATH LDY

KITCHEN CABINET BELOW

A-8303

A-2010

JOINERY BELOW

A.LT.52

APT 104

KITCHEN

CON.55

EXHAUST AIR GRILLE

____________________

A-3011

LINEN

ACCESS PANEL

A-8303

BATH

ROBE

BATH

LDY

LINEN

BATH

LINEN

LDY

BEDROOM 2

LIVING / DINING

TYPE D 1 BED

A-8303

____________________

BEDROOM 1

ROBE

FOLD

CON.55 BEDROOM 2

BATH

ROBE

BATH

LINEN

LINEN ROBE

A.LT.52

____________________

ROBE

TYPE K 2 BED

A.LT.52

DOWNTURN BEAM 400mm H

LINEN

FOLD

____________________

BEDROOM 1

A-8303

BATH

LDY

ALLOWED FOR 2.6m BULKHEAD

LED STRIP LIGHTING

LINEN

A.LT.52 A.LT.52

FOLD

LDY

RECESSED DOWNLIGHT

____________________

A.LT.52

KITCHEN

APT 107

LIVING / DINING

HYD GAS & HW RISER A.LT.52

HYD & GAS METERS

SPRINKLER TO AVOID SLAB FOLD ZONE

A.LT.52

FC.51

LINEN

A-3011

A.LT.52

ROBE

A.LT.52

A-2001

____________________

A-8303

COMMS

LIVING / DINING

TYPE C 1 BED

KITCHEN

A.LT.52

____________________

ELECTRICAL

A-3006

REFRIG PIPES

____________________

A.LT.52

ELECTRICAL PENETRATION

____________________

APT 103

LIFT 1

LDY

MECHANICAL PLANT

A.LT.52

FIRE HYD TRANSFER HIGH LEVEL

BEDROOM 1

ALLOWED FOR 2.6m BULKHEAD

MECHANICAL PLANT

____________________

APT 109

LIVING / DINING

FOLD

A.LT.52

HYD & GAS

A.LT.52

STAIR 03

MECHANICAL PENETRATION

CON.55

FOLD

LINEN

A-3006

A.LT.52

REFRIG PIPES

HYDRAULICS RISER. REFER TO SERVICES DRAWING FOR PENETRATION UNLESS DEPICTED ON PLAN LIVING / DINING

KITCHEN

____________________

A-2012

CON.55

HOT WATER PLANT

STAIR 04

A.LT.52

LINEN

A-2003

A.LT.52

MECH WASTE ROOM DUCT

R2.0 THERMAL INSULATION TO UNDERSIDE OF CONCRETE SOFFIT AS PER BASIX REQUIREMENTS

BEDROOM 1

FOLD

KITCHEN

CONCRETE SOFFIT ABOVE

ROBE

BEDROOM 1

LIVING / DINING

FOLD

L 2 BED

A-3005

APT 105 TYPE E 2 BED

BEDROOM 2

LINEAR EXHAUST GRILLE (FX.07) (SUPPLY / RETURN)

BEDROOM 1 LINEAR EXHAUST GRILLE (FX.07) (SUPPLY)

FOLD

LIVING / TYPE DINING

PLASTERBOARD CEILING 2.4m FROM FINISHED FLOOR LEVEL UNLESS OTHERWISE NOTED

____________________

ROBE

APT 108

ROBE

FOLD

LIVING / DINING

LINEN

TYPE A 2 BED

LDY

A-3005

CON.55

ROBE

BEDROOM 2

____________________

APT 101

PLASTERBOARD CEILING 2.45m FROM FINISHED FLOOR LEVEL UNLESS OTHERWISE NOTED

MDF PELMET TO CONCEAL ROLLER BLIND

KITCHEN

BATH

FOLD

BATH CON.55

LIVING / DINING

DRYER. REFER TO A-6000 SERIES FOR FURTHER DETAIL

CON.55

KITCHEN CON.55

BULKHEAD SHIFTED TO MINIMISE KITCHEN EXHAUST DUCT LENGTH

EXTEND OF BULKHEAD ABOVE KITCHEN SUBJECT TO PCA ACCEPTANCE

MDF PELMET TO CONCEAL ROLLER BLIND

____________________

A-2015

____________________

A-3003

____________________ ____________________

A-3002

A-2017 A-3008

____________________

A-3004

A-2002

A-2011

A-3009 A-2016

A-3007 A-2014

________________________________________

____________________

A-3010

LEVEL 1 - RCP 1 : 100 @ A1

____________________

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

1:200 @ A3 1:100 @ A1

Do not scale drawings. Verify all dimensions on site. Report any discrepancies in documentation to architect before commencing works.

PARRAMATTA ROAD

PROJECT

GRAPHIC SCALE

STATUS

FOR CONSTRUCTION E D C B

14.03.22 09.02.22 07.12.21 03.12.21

CC4 DRAFT ISSUE ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION

2000

5000

Pub / Residential Homebush

SYDNEY

136-144 Parramatta Road,

136-140 Parramatta Road, Homebush

1/80 Albion Street, Surry Hills, Sydney, NSW 2010 Ph: +61 2 8354 1300 ABN: 24 132 554 753

DRAWING NO.

A-1301

DRAWN BY

CHECKED BY

DRAWING NOTES DRAWING TITLE

ISSUE

JOB NO.

SCALE

DATE

1 : 100@ A1

14.03.22

IRI1807

TYPICAL FACADE CALLOUTS Parramatta Road, Homebush Section callouts incorporating key balcony design features. HOB FOR MECHANICAL INSTALLATION. WATERPROOFING TO BE INSTALLED TO MANUFACTURERS DETAIL.

A-8009

PRESSED METAL CAPPING TO MATCH CLADDING INSTALLED WITH FALL

ALLOW FOR STOP START HOB TO AVOID HINDERING DRAINAGE. CONDENSER SUPPLIER TO ADVISE DETAIL

TAPERED CAPPING BOARD MIN 5 DEGREE SLOPE MIN 1:100 FALL TO FLOOR WASTE

5.0% TBC WATERPROOFING MEMBRANE SYSTEM APPLIED TO SLAB SCREEDING. SCREED SURFACE TO BE PREPARED TO MEMBRANE MANUFACTURER'S REQUIREMENTS. CARRY MEMBRANE UP FACE OF HOB AS HIGH AS POSSIBLE OVER PREVIOULSY APPLIED MEMBRANE

INS 53. INSULATION R2.0 REQUIRED TO MEET BASIX CERTIFICATE

ROOF

A-8009

HOB C

ROOF

SSL 41080

FCL 2700 300

MIN 1:100 FALL TO FW

SSL 41080

INS 53. INSULATION R2.0 REQUIRED TO MEET BASIX CERTIFICATE

SLIDING DOOR PROFILES TBC

PELMET BLIND BOX

MT.51

APT 903

3180

APT 902

2700 FLUSH FINISH BETWEEN INTERNAL AND EXTERNAL

BAL.53

LIVING

BALCONY

TIM.01 FLOOR FINISH AS PER INTERNAL FINISHES SCHEDULE

ME.53 WATERPROOFING MEMBRANE SLAB TO FALLS 20

1:100 FALL TO FW

HOB P

280

A-8002

LEVEL 9 FFL

APT 802

FFL 37900

A-8303

OFF -FORM CONCRETE / PAINT FINISH TO SOFFIT

TYPE B.2 1 BED

PELMET BLIND BOX

STORMWATER PIPE TO CONNECT TO DPs IN COLUMNS / WALLS

MT.51

TIMBER REVEAL

APT 603

PRIVACY SCREEN GLASS REINFORCED CONCRETE PLANTER REFER TO LANDSCAPE ARCHITECT DRAAWINGS FOR FURTHER DETAILS

APT 202 LIVING

MT.51

PLANTER OVERFLOW TBC

CHAMFERED CORNER CONCRETE UPTURN WALL TO STRUCT. ENG'S DETAIL

LIVING TIM.01 FLOOR FINISH AS PER INTERNAL FINISHES SCHEDULE

ALLOW FOR UPWARD VERTICAL TERMINATION OF MEMBRANE WITH 15mm REGLET. PROVIDE AN OVERFLASHING TO THE MEMBRANE VERTICAL UPWARD FULLY SEALED INTO THE REGLET WITH COMPATIBLE FLEXIBLE SEALANT TO COMPLY WITH AS 4654.2.

A-8202

1:100 FALL TO FW

A-8402

MIN 1:100 FALL TO FW

LEVEL 6 FFL FFL 28750

FFL 16550

DRIP GROOVE

APPLY FILLET/COVE TO ALL CORNERS USING COMPATIBLE FLEXIBLE SEALANT IN ACCORDANCE WITH MANUFACTURER’S INSTRUCTIONS AND TO COMPLY WITH AS 4654.2. PROVIDE WATER STOP ANGLE TO DOOR OPENING

PLANTER

LEVEL 2 FFL

CONCRETE HOB TO BALCONY EDGE

DRIP GROOVE

A-8303

OFF-FORM CONCRETE / PAINT FINISH TO SOFFIT - SEE ELEVATIONS FOR FURTHER DETAIL

STORMWATER PIPE TO CONNECT TO DP'S IN COLUMNS / WALLS

SLAB TO FALLS TO DRAINAGE OUTLET. OVERFLOWS TO COMPLY WITH AS3500.3

NORTHERN FACADE CALLOUT 2

STORMWATER PIPE TO CONNECT TO DPs IN COLUMNS / WALLS

1 : 20 @ A1

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

MT.52

WINDOW SILL AND INTERGRATED FLASHING TBC

CHAMFERED CORNER

ME.53 WATERPROOFING MEMBRANE

BALCONY

FLUSH FINISH BETWEEN INTERNAL AND EXTERNAL

A-8402

TYPE C 1 BED

CONCRETE UPTURN WALL TO STRUCT. ENG'S DETAILS

TYPE B.1 1 BED

LEVEL 9 FFL

FFL 37900

CHAMFER CORNERS

DRIP GROOVE WATERSTOP TO RETURN AROUND SLIDING DOOR

MT.51

LIVING

A.TL.02 BALCONY TILES AS SCHEDULED ON PEDESTAL PAVERS

TIM.01 FLOOR FINISH AS PER INTERNAL FINISHES SCHEDULE

MT.52

TYPE I 2 BED

PROJECT

GRAPHIC SCALE

STATUS

FOR CONSTRUCTION

1:200 @ A3 1:100 @ A1

Do not scale drawings. Verify all dimensions on site. Report any discrepancies in documentation to architect before commencing works.

DRAWING NOTES A P1

14.03.22 01.03.22

CC4 DRAFT ISSUE ISSUED FOR INFORMATION

2000

5000

GENERAL NOTE:

NORTHERN FACADE CALLOUT 1

EXTERNAL FACADE CLADDING UNDER REVIEW

1 : 20 @ A1

Pub / Residential Homebush

SYDNEY

136-144 Parramatta Road,

136-140 Parramatta Road, Homebush

1/80 Albion Street, Surry Hills, Sydney, NSW 2010 Ph: +61 2 8354 1300 ABN: 24 132 554 753

DRAWING NO.

A-8015

DRAWN BY

CHECKED BY

PARRAMATTA ROAD DRAWING TITLE

ISSUE

JOB NO.

SCALE

1 : 20@ A1

IRI1807 DATE

14.03.22

TYPICAL SCHEDULES Parramatta Road, Homebush

209 208 207 207 207 206 205 205 205 205 205 310 309

LIVING LIVING LIVING BED BED LIVING BATH BED BED LIVING LIVING BATH BED

1600.000 1600.000 1600.000 1600.000 1600.000 1600.000 1370.000 1600.000 1600.000 1600.000 1600.000 725.000 1600.000

2800.000 2800.000 3300.000 2200.000 1900.000 2800.000 1200.000 1600.000 1600.000 4000.000 4000.000 1600.000 2400.000

6 6 6 7 2 5 2 7 8 45 9 12 4

3 PANEL - 2 SLIDING 3 PANEL - 2 SLIDING 3 PANEL - 2 SLIDING 2 PANEL - 1 SLIDING 2 PANEL - 1 SLIDING 3 PANEL - 2 SLIDING 2 PANEL - 1 SLIDING 2 PANEL - 1 SLIDING 2 PANEL - 1 SLIDING 3 PANEL - 2 SLIDING 3 PANEL - 2 SLIDING 1 PANEL - AWNING 4 PANEL - 2 SLIDING

L3 L3 L3 L3 L3 L3 L4 L4 L4 L4

08 09 10 11 12 13 01 02 03 04

309 308 307 307 307 306 404 403 402 401

LIVING LIVING LIVING BED BED LIVING BED BED BED BED

1600.000 1600.000 1600.000 1600.000 1600.000 1600.000 1600.000 1600.000 1600.000 1600.000

2800.000 2800.000 3300.000 2200.000 1900.000 2800.000 2500.000 2200.000 2500.000 2600.000

6 6 6 7 2 5 1 2 1 3

3 PANEL - 2 SLIDING 3 PANEL - 2 SLIDING 3 PANEL - 2 SLIDING 2 PANEL - 1 SLIDING 2 PANEL - 1 SLIDING 3 PANEL - 2 SLIDING 3 PANEL - 2 SLIDING 2 PANEL - 1 SLIDING 3 PANEL - 2 SLIDING 4 PANEL - 2 SLIDING

L4 L4 L4 L4

05 05 06 07

401

BED

410 409

BATH BED

1600.000 1600.000 725.000 1600.000

2600.000 2600.000 1600.000 2400.000

4 44 12 4

4 PANEL - 2 SLIDING 4 PANEL - 2 SLIDING 1 PANEL - AWNING 4 PANEL - 2 SLIDING

409

BED

1600.000 2400.000

2 PANEL - 1 SLIDING

407

LIVING

1600.000 2800.000

3 PANEL - 2 SLIDING

GENERAL NOTES: •

ALL EXTERNAL DOORS AND WINDOWS VIEWED FROM EXTERIOR CHECK ON SITE ALL DIMENSIONS PRIOR TO ORDER ALL WINDOWS AND DOORS TO COMPLY WITH BCA AND AS CODES AND REGULATIONS REFER TO PLAN FOR SWING ORIENTATION ALL SCHEDULES TO BE READ IN CONJUNCTION WITH ARCHITECTURAL DWGS REFER TO MECHANICAL DWGs FOR DOORS THAT REQUIRE AN UC REFER TO ELECTRICAL DWGs FOR DOORS THAT REQUIRE A CARD READER ALL QUANTITIES ARE INDICATIVE. CONTRACTOR IS RESPONSIBLE TO CONFIRM ACOUSTIC REQUIREMENTS AS PER TABLE 6 IN THE ACOUSTIC REPORT (ACOUSTIC LOGIC - REVISION 3 PREPARED ON 23.10.2020) OPENABLE WINDOWS TO ACOUSTIC REPORT RECOMMENDED GLAZING CONSTRUCTION WITH Q-ION TYPE ACOUSTIC SEALS

WINDOWS ARE REQUIRED TO BE FITTED WITH EITHER A DEVICE TO RESTRICT WINDOW OPENINGS, OR A SUITABLE SCREEN, SO A 125mm DIAMETER SPHERE CANNOT PASS THROUGH. THE DEVICE OR SCREEN MUST ALSO BE ABLE TO WITHSTAND AN OUTWARD HORIZONTAL FORCE OF 250N.

NOTE:

NO ALLOWANCE HAS BEEN MADE FOR TOLERANCE DURING GLAZED DOOR INSTALLATION.

L6 L6 L6 L6 L6 L7 L7 L7 L7

05 06 07 08 09 01 02 03 04

601 605 605 605 605 704 703 702 701

BED BED BED BED LIVING BED BED BED BED

1600.000 1600.000 1600.000 1600.000 1600.000 1600.000 1600.000 1600.000 1600.000

2600.000 2400.000 2400.000 3320.000 4000.000 2500.000 2200.000 2500.000 2600.000

6 6 6 10 9 1 2 1 11

3 PANEL - 2 SLIDING 3 PANEL - 2 SLIDING 3 PANEL - 2 SLIDING 1 PANEL - 2 SLIDING 3 PANEL - 2 SLIDING 3 PANEL - 2 SLIDING 2 PANEL - 1 SLIDING 3 PANEL - 2 SLIDING 3 PANEL - 1 SLIDING

L7 L7 L7 L7 L7 L8 L8 L8 L8

05 06 07 08 09 01 02 03 04

701 705 705 705 705 804 803 802 801

BED BED BED BED LIVING BED BED BED BED

1600.000 1600.000 1600.000 1600.000 1600.000 1600.000 1600.000 1600.000 1600.000

2600.000 2400.000 2400.000 3320.000 4000.000 2500.000 2200.000 2500.000 2600.000

6 6 6 10 9 1 2 1 11

3 PANEL - 2 SLIDING 3 PANEL - 2 SLIDING 3 PANEL - 2 SLIDING 1 PANEL - 2 SLIDING 3 PANEL - 2 SLIDING 3 PANEL - 2 SLIDING 2 PANEL - 1 SLIDING 3 PANEL - 2 SLIDING 3 PANEL - 1 SLIDING

L8 L8 L8 L8 L8 L9 L9 L9 L9 L9

05 06 07 08 09 01 02 03 04 05

801 805 805 805 805 903 903 902 902 901

BED BED BED BED LIVING BED BED BED BED BED

1600.000 1600.000 1600.000 1600.000 1600.000 1600.000 1600.000 1600.000 1600.000 1600.000

2600.000 2400.000 2400.000 3320.000 4000.000 2500.000 2200.000 2700.000 2500.000 2600.000

6 6 6 10 9 1 2 6 1 11

3 PANEL - 2 SLIDING 3 PANEL - 2 SLIDING 3 PANEL - 2 SLIDING 1 PANEL - 2 SLIDING 3 PANEL - 2 SLIDING 3 PANEL - 2 SLIDING 2 PANEL - 1 SLIDING 3 PANEL - 2 SLIDING 3 PANEL - 2 SLIDING 3 PANEL - 1 SLIDING

L9 L9 L9 L9 L9

06 07 08 09 10

901 904 904 904 904

BED BED BED BED LIVING

1600.000 1600.000 1600.000 1600.000 1600.000

2600.000 2400.000 2400.000 3320.000 4000.000

6 6 6 10 9

3 PANEL - 2 SLIDING 3 PANEL - 2 SLIDING 3 PANEL - 2 SLIDING 1 PANEL - 2 SLIDING 3 PANEL - 2 SLIDING

L1 L1 L2 L2 L3 L4 L5 L6 L7 L8 L9

DOOR HARDWARE SCHEDULE TO BE COORDINATED BY CONTRACTOR

IN ACCORDANCE WITH THE NCC (CLAUSE D2.24) ALL OPERABLE WINDOWS TO A BEDROOM THAT ARE LOCATED 2m ABOVE GROUND FLOOR AND HAVE A SILL HEIGHT LOWER THAN 1.7m MUST HAVE A WINDOW RESTRICTION DEVICE.

604 603 602 601

WINDOW GLAZING UNIT LEVEL NUMBER NUMBER

PROTECTION OF OPENABLE WINDOWS: -

3 PANEL - 2 SLIDING 3 PANEL - 2 SLIDING 3 PANEL - 2 SLIDING 1 PANEL - 2 SLIDING 3 PANEL - 2 SLIDING 2 PANEL - 1 SLIDING 2 PANEL - 1 SLIDING 2 PANEL - 1 SLIDING 3 PANEL - 2 SLIDING 2 PANEL - 1 SLIDING 3 PANEL - 2 SLIDING 3 PANEL - 1 SLIDING

WINDOW TYPE 1

1 2 1 2 1 2 2 2 2 2 2

107 105 207 205 307 405 505 605 705 805 905

ROOM LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING

HEIGHT WIDTH TYPE 2650.000 877.008 2 2650.000 1250.000 1 2650.000 877.008 2 2650.000 1250.000 1 2650.000 877.008 2 2650.000 1250.000 1 2650.000 877.008 2 2650.000 877.000 2 2650.000 877.000 2 2650.000 877.000 2 2650.000 877.000 2 2650.000 877.000 2

OPERATIONS 1 PANEL - FIXED 2 PANEL - FIXED 1 PANEL - FIXED 2 PANEL - FIXED 1 PANEL - FIXED 2 PANEL - FIXED 1 PANEL - FIXED 1 PANEL - FIXED 1 PANEL - FIXED 1 PANEL - FIXED 1 PANEL - FIXED 1 PANEL - FIXED

WINDOW TYPE 2

VARIES EQ

125mm WINDOW OPENING RESTRICTION

WINDOW TYPE 5

930

2050

825

FFL

1580

125mm WINDOW OPENING RESTRICTION

WINDOW TYPE 9

XX.XX.21 22.11.21 19.11.21 01.11.21 26.04.21

ISS

DATE

PLACEHOLDER FOR CHANGES ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION ISSUED FOR INFORMATION PURPOSE OF ISSUE

125mm WINDOW OPENING RESTRICTION

1600

WINDOW TYPE 11

1 : 50 @ A1

1600

1 : 50 @ A1

WINDOW TYPE 12 1 : 50 @ A1

877

1250

4 / 50 GAP / 6 Double Glazed 10.38 / 150 GAP / 4mm 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 10.38mm Laminated 10.38mm Laminated 10.38mm Laminated 10.38mm Laminated 10.38mm Laminated 10.38mm Laminated

SSL

GLAZING TYPE 1

GLAZING TYPE 2

1 : 50 @ A1

LEGEND 125mm WINDOW OPENING RESTRICTION FOR PROTECTION OF OPENABLE WINDOWS TO BEDROOMS

NOT TO SCALE D C B A P1

825

CONSTRUCTION

GRAPHIC SCALE

STATUS

Do not scale drawing. Verify all dimensions on site. Report any discrepancies in documentation to architect. This drawing is for the purpose of construction certificate approval and as such, is not suitable for construction.

1 : 50 @ A1

2600 CL

125mm WINDOW OPENING RESTRICTION

SAMPLES OF GLAZING TO BE PROVIDED FOR ARCHITECT APPROVAL PRIOR TO ORDER ALL GLAZING MUST COMPLY WITH THE U-VALUE AND A SOLAR HEAT GAIN COEFFICIENT (SHGC) AS LISTED IN THE BASIX CERTIFICATE WHERE THE GLASS & FRAME TYPE LISTED IN THE BASIX CERTIFICATE IS NOT THE SAME AS THAT SPECIFIED IN THIS SCHEDULE, THIS SCHEDULE IS TO TAKE PRECEDENCE HOWEVER, THE WINDOW OR GLAZED DOOR MUST STILL HAVE A U-VALUE AND A SOLAR HEAT GAIN COEFFICIENT (SHGC) THAT COMPLIES WITH AT A MINIMUM WITH THE VALUES LISTED IN THE BASIX CERTIFICATE SOLAR CONTROL GLASS MAY BE SUBJECT TO THERMAL STRESS AND SHOULD THEREFORE BE THERMALLY ASSESSED PRIOR TO INSTALLATION ALL EXPOSED EDGES OF LAMINATED GLASS TO BE SEALED FOR PROTECTION FROM WEATHERING GLASS THICKNESS TO AUSTRALIAN STANDARDS AND MANUFACTURER'S SPECIFICATIONS. COMPLY WITH AS1288 WHERE GRADE A SAFETY GLAZING IS REQUIRED.

CONSTRUCTION CERTIFICATE

WINDOW TYPE 8

1 : 50 @ A1

GLASS: -

125mm WINDOW OPENING RESTRICTION F

WINDOW TYPE 7

WINDOW TYPE 10

1 : 50 @ A1

3320 930

VARIES EQ 125mm WINDOW OPENING RESTRICTION

1 : 50 @ A1

1600 - 2400

125mm WINDOW OPENING RESTRICTION

4000 CL

1600 - 2200 EQ

WINDOW TYPE 6

1 : 50 @ A1

VARIES

VARIES EQ

WINDOW TYPE 4

1 : 50 @ A1

2400 - 3300 EQ

FFL

WINDOW TYPE 3

1 : 50 @ A1

2600 - 2800 EQ

FIXED GLAZING SCHEDULE

HARDWARE -

BED BED BED BED

6 6 6 10 9 399 400 401 1 2 1 11

2650

09 10 11 12 13 14 15 16 17 17 18 06 07

4 PANEL - 2 SLIDING

2600.000 2400.000 2400.000 3320.000 4000.000 1200.000 1600.000 1600.000 2500.000 2200.000 2500.000 2600.000

1600

L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L3 L3

397

1600.000 1600.000 1600.000 1600.000 1600.000 1370.000 1600.000 1600.000 1600.000 1600.000 1600.000 1600.000

1050

4 PANEL - 2 SLIDING 1 PANEL - AWNING 3 PANEL - 2 SLIDING 4 PANEL - 2 SLIDING

1600.000 2600.000

725

4 12 6 4

BED BED BED BED LIVING

1800

2600.000 1600.000 3300.000 2400.000

501 505 505 505 505

2650

1600.000 725.000 1600.000 1600.000

05 06 07 08 09 14 15 16 01 02 03 04

1050

BED BATH LIVING BED

L5 L5 L5 L5 L5 L5 L5 L5 L6 L6 L6 L6

2525

201 210 210 209

FFL

125mm WINDOW OPENING RESTRICTION

2650

05 06 07 08

BED BED

1600

L2 L2 L2 L2

BED

1600

3 PANEL - 2 SLIDING 3 PANEL - 2 SLIDING 2 PANEL - 1 SLIDING 2 PANEL - 1 SLIDING 3 PANEL - 2 SLIDING 2 PANEL - 1 SLIDING 2 PANEL - 1 SLIDING 2 PANEL - 1 SLIDING 3 PANEL - 2 SLIDING 3 PANEL - 2 SLIDING 2 PANEL - 1 SLIDING 3 PANEL - 2 SLIDING 4 PANEL - 2 SLIDING

1050

6 6 7 2 5 2 7 8 9 1 2 1 3

1600

2800.000 3300.000 2200.000 1900.000 2800.000 1200.000 1600.000 1600.000 4000.000 2500.000 2200.000 2500.000 2600.000

125mm WINDOW OPENING RESTRICTION

1050

1600.000 1600.000 1600.000 1600.000 1600.000 1370.000 1600.000 1600.000 1600.000 1600.000 1600.000 1600.000 1600.000

125mm WINDOW OPENING RESTRICTION

2650

LIVING LIVING BED BED LIVING BATH BED BED LIVING BED BED BED BED

125mm WINDOW OPENING RESTRICTION

1050

108 107 107 107 106 105 105 105 105 204 203 202 201

655

VARIES

08 09 10 11 12 13 14 15 16 01 02 03 04

1200

1370 - 1600

L1 L1 L1 L1 L1 L1 L1 L1 L1 L2 L2 L2 L2

655

2650

4 PANEL - 2 SLIDING 1 PANEL - AWNING 4 PANEL - 2 SLIDING

CONSTRUCTION 10.38mm Laminated 10.38mm Laminated 8mm 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 10.38mm Laminated 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed Toughened 4 / 50 GAP / 6 Double Glazed Toughened 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 10.38mm Laminated 8mm 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed Toughened 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 10.38mm Laminated 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed Toughened 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 10.38mm Laminated 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed Toughened 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 10.38mm Laminated 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed Toughened 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 10.38mm Laminated

1050

4 12 4

OPERATIONS 3 PANEL - 2 SLIDING 3 PANEL - 2 SLIDING 2 PANEL - 1 SLIDING 2 PANEL - 1 SLIDING 2 PANEL - 1 SLIDING 3 PANEL - 2 SLIDING 3 PANEL - 2 SLIDING 3 PANEL - 2 SLIDING 2 PANEL - 1 SLIDING 2 PANEL - 1 SLIDING 3 PANEL - 2 SLIDING 3 PANEL - 2 SLIDING 3 PANEL - 1 SLIDING

1600

1600.000 2600.000 725.000 1600.000 1600.000 2400.000

WIDTH TYPE 2800.000 6 2800.000 6 1200.000 2 1600.000 7 1600.000 8 4000.000 9 2500.000 1 2500.000 394 2200.000 2 2200.000 396 2500.000 1 2500.000 395 2600.000 11

2650

BED BATH BED

HEIGHT 1600.000 1600.000 1370.000 1600.000 1600.000 1600.000 1600.000 1600.000 1600.000 1600.000 1600.000 1600.000 1600.000

2600

VARIES EQ EQ

1050

101 109 108

ROOM LIVING LIVING BATH BED BED LIVING BED

VARIES

1600

05 06 07

wt L4 L4 L4 L4 L4 L4 L5 L5 L5 L5 L5 L5 L5

1050

L1 L1 L1

CONSTRUCTION 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed Toughened 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 8mm (Fire Rated Glazing TBC) Toughened 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 8mm 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed Toughened 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 8mm (Fire Rated Glazing TBC) 4 / 50 GAP / 6 Double Glazed Toughened 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 8mm 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 8mm (Fire Rated Glazing TBC) Toughened 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed Toughened 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 4 / 50 GAP / 6 Double Glazed 8mm (Fire Rated Glazing TBC) Toughened 4 / 50 GAP / 6 Double Glazed Toughened 4 / 50 GAP / 6 Double Glazed 10.38mm Laminated

1600

OPERATIONS 3 PANEL - 2 SLIDING 2 PANEL - 1 SLIDING 3 PANEL - 2 SLIDING 4 PANEL - 2 SLIDING

1050

WIDTH TYPE 2500.000 1 2200.000 2 2500.000 1 2600.000 3

1600

HEIGHT 1600.000 1600.000 1600.000 1600.000

1050

ROOM BED BED BED BED

1600

wt L1 L1 L1 L1

2400 - 2600

1200 - 2200

2500

WINDOW SCHEDULE LEVEL 1-9 WINDOW UNIT NUMBER NUMBER 10 407 11 406 12 405 13 405 14 405 15 405 01 504 01 02 503 02 03 502 03 04 501

1050

WINDOW SCHEDULE LEVEL 1-9 WINDOW UNIT NUMBER NUMBER 01 104 02 103 03 102 04 101

PROJECT

Pub / Residential Homebush

SYDNEY

136-144 Parramatta Road,

136-140 Parramatta Road, Homebush

1/80 Albion Street, Surry Hills, Sydney, NSW 2010 Ph: +61 2 8354 1300 ABN: 24 132 554 753

DRAWING NO.

A-9201

DRAWN BY

CHECKED BY

DRAWING NOTES DRAWING TITLE CLIENT

IRIS CAPITAL / DECODE GROUP

NOMINATED ARCHITECT Vince Squillace Reg No. 6468 (NSW),

WINDOW SCHEDULE 1

ISSUE

JOB NO.

SCALE

DATE

As indicated@ A1

XX.XX.21

IRI1807

EXAMPLE DETAILS Parramatta Road, Homebush Detal incorporating set downs, overflows, balcony pedestal systems and hebel system detail

LIVING ROOM

BALCONY

SLIDING GLAZING DOOR AS PER MANUFACTURER'S DETAIL. TO COMPLY WITH BASIX REQUIREMENT

ENSURE 4mm GAP BETWEEN PAVERS AS PER MANUFACTURER'S RECOMMENDATION

ENSURE 25mm FREEBOARD TO OVERFLOW AS PER HYDRAULICS ENGINEER DETAILS

WATER STOP ANGLE TIMBER FLOORING AS PER FINISHES SCHEDULE ON 5mm ACOUSTIC SUPPLIES VIBRAMAT REFURNED TO SURFACE. REFER TO ACOUSTIC ENGINEERS REPORT & DETAILS.

ENTRY MAT, REFER TO FFE SCHEDULE FOR DETAILS, ANGLE TO MAT.

10mm SIKAFLEX MASTIC JOINT FOR COLOUR REFER TO INTERNAL FINISHES SCHEDUL

SCREED TO BRING FINISHES LEVEL

VERSIPACE GP PAVER SUPPORT PEDESTAL TO MANUFACTURER'S DETAIL

ME.54 WATERPROOFING MEMBRANE

ALLOW FOR FALL TO BE INCORPORATED ONTO STRUCTURAL SLAB. ENSURE MINIMUM SLAB THICKNESS AT LOW POINT. REFER TO STRUCTURAL ENGINEER'S DRAWING FOR FURTHER DETAIL 4

OVERFLOW SLOT AS PER HYDRAULIC ENG. SIZING

FALL TO FLOOR WASTE

SETDOWN TO LOW POINT

FILLET CONC. FLOOR SLAB.

FILLET

TYPICAL ENTRY MAT TO TILED FLOORING DETAIL

CONC. FLOOR SLAB.

FILLET TO BASE OF ANGLE

SETDOWN

SSL

REFER TO DWG A-2000 SERIES FOR FINISHES

ENTRY MAT SSL

OVER FLASHING DETAIL

SCHEDULED FLOOR TILES. REFER TO ARCH FINISHES FOR FURTHER DETAIL

FILLET TO BASE OF ANGLE

TILED FLOOR - REFER TO FINISHES SCHEDULE

CONCRETE UPTURN WALL

WATER STOP EDGE ANGLE TRIM (AS SCHEDULE AND SPECIFIED) SCREW FIXED TO SLAB

TBC

ENTRANCE

1 : 2 @ A1

TYPICAL BALCONIES TO LIVING ROOM DETAIL 1 : 2 @ A1

BACKING STRIP TO HORIZONTAL JOINT REFER TO ELEVATION FOR LOCATION

EXTERNAL CORRIDOR

HABITABLE AREA / DRY

VAPOUR BARRIER

SPORTS BAR

ENTRANCE

REFER TO WALL TYPES FOR DETAIL

HEBEL PANEL

INSULATION TYPE INS.51

DRAINAGE CONDUIT TO RUN UNDER SCREED AND THROUGH BASE OF HEBEL PANEL AS PER MANUFACTURER'S DETAILS

STUD FRAMING

PROVIDE SELLEYS FIREBLOCK XT JOINT EACH SIDE OF CONDUIT

HOB A REFER TO DWG A-1100 SERIES FOR FURTHER DETAIL PLASTERBOARD

FC.51 FC CLADDING

GLAZING FRAMING TO MANUFACTURER'S DETAIL

TIMBER SKIRTING BOARD AS SCHEDULED DIRECT FIXED TO PLASTERBOARD

SEALANT (ACOUSTIC IF REQUIRED) BOND BREAKER TO AS 3740 FLASHING SCHEDULED FLOOR TILES LAID TO NOMINATED FALLS WITH APPROVED WATERPROOF MEMBRANE

TILED FLOOR - REFER TO FINISHES SCHEDULE

CAULK JUNCTION WITH FLEXIBLE POLYURETHANE SEALANT

EDGE ANGLE TRIM (AS SCHEDULE AND SPECIFIED) SCREW FIXED TO SLAB

FLEXIBLE SEALANT BEAD BETWEEN SKIRTING AND FLOOR. (SKIRTING BOARD MUST NOT TOUCH FLOOR SURFACE.)

10mm SIKAFLEX MASTIC JOINT FOR COLOUR REFER TO INTERNAL FINISHES SCHEDULE ME.53 TWO LAYER OF WATERPROOFING MEMBRANE LAID ON ABOVE SLAB AND SCREED

ME.53 WATERPROOFING MEMBRANE

100

TIMBER FLOORING AS PER FINISHES SCHEDULE ON 5mm ACOUSTIC SUPPLIES VIBRAMAT RETURNED TO SURFACE. REFER TO ACOUSTIC ENGINEERS REPORT & DETAILS.

SCHEDULED FLOOR TILES LAID TO NOMINATED FALLS WITH APPROVED WATERPROOF MEMBRANE

HOB

VERTICAL TOP HAT

FALL TO FLOOR WASTE

SSL

1:100 FALL

SSL

150

SCREED TO FALLS

100

CONC. FLOOR SLAB. CONC. FLOOR SLAB.

SETDOWN

HOB

FILLET

TYPICAL EXTERNAL CORRIDOR AND HABITABLE AREA DETAIL_ 1 : 2 @ A1

TYPICAL COURTYARD TO SPORTS BAR DETAIL 1 : 2 @ A1

GRAPHIC SCALE

STATUS

FOR CONSTRUCTION

1:4 @ A3 1:2 @ A1

Do not scale drawings. Verify all dimensions on site. Report any discrepancies in documentation to architect before commencing works.

C B

14.03.22 02.03.22

CC4 DRAFT ISSUE ISSUED FOR CONSTRUCTION

PROJECT

100

Pub / Residential Homebush

SYDNEY

136-144 Parramatta Road,

136-140 Parramatta Road, Homebush

1/80 Albion Street, Surry Hills, Sydney, NSW 2010 Ph: +61 2 8354 1300 ABN: 24 132 554 753

DRAWING NO.

A-8202

DRAWN BY

CHECKED BY

ISSUE

JOB NO.

SCALE

DATE

1 : 2@ A1

DRAWING NOTES DRAWING TITLE

IRI1807

14.03.22

1. 2.

ELEVATIONS ARE TO BE READ IN CONJUNCTION WITH FINISHES SCHEDULE ALL EXTERIOR FINSIHES ARE TO BE SUITABLE FOR A MARINE ENVIRONMENT

02 A BOUNDARY

NORTH STEYNE, MANLY

Ab 1

POWDERCOATED STAINLESS STEEL WINDOW FRAMES WITH CLEAR GLAZING TO MEET BASIX REQUIREMENTS

____________________

A-3001

ALLOW FOR FULLY FLASH ROOF TO A WEATHERTIGHT FINISH & OVERFLASH PENETRATIONS

PROJECT TYPE PROJECT TEAM INTERVENTION SOFTWARE USED PROJECT YEAR PROJECT STAGE INSTITUTION

Service Apartments Project Team Face lift to existing building Revit / Enscape / Bluebeam 2022 Tender Documentation Squillace Architects

AN AC ME

STEPPED METAL FRAME TO MATCH WINDOW FRAMING FIXED IONISED ALUMINIUM LOUVRES SET WITHIN FRAME RENDERED BRICKWORK TO EXTERNAL WALLS. ALLOW TO STRIP EXISTING RENDER & MAKE GOOD WALL AS REQUIRED. ALLOW TO PAINT ALL EXTERNAL WALLS.

DG2.21 L4

REFER TO A-9102 SCHEDULE FOR FURTHER INFORMATION

CG3 L3

CG2 L3

LV.52

CG1 L3

As for tender package, the project will communicate through plans to succeed as the project will incorporate demolition, retaining existing elements and new builts.

My key roles in this project are • Tender documentation • Wall type systems which includes existing and new builts. Referring to acoustic & basix requirements. • Research for specs and schedules especially for marine grade environment. • Cross checking BCA, acoustic and basix to document compliant wall systems on this projects. • Speaking to suppliers and consultants for RFI that involves specification.

CG3 L2

CG2 L2

LV.52

LV.56

CG1 L2

LV.56 BAL.51

MC.51 CG3 L1

EXISTING WEEP HOLES TO BE MAINTAIN

EXISTING SUBSTATION

PT.50 TL.51

PINE LANE

CG2 L1

LV.52

DG1.21 L4

BAL.51

MC.51

North Steyne, Manly is an existing building located close proximity to the beach. This project is a face lift to an existing building as the building was built decades ago. Client is interested to redevelopment the building into luxurious service apartments.

BAL.51

PT.51

CG1 L1

LV.56 BAL.51

PT.50

HR.51 TL.51

TL.51

PT.50 TL.51

TL.51

EXIST WITH PATC REQU

NORTH STEYNE, MANLY

____________________

A-3006

RL 22.340

____________________

NODISED ALUMINIUM COUSTICALLY LOUVRED ECHANICAL PLANT

BOUNDARY

A-3000

HOT DIPPED GALVANISED STEEL ELEVATED ROOF PLANT TO ENGINEERS DETAIL

STEEL FRAMED ROOF WITH NEW METAL DECK SHEETING & PURLINS. REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR EXTENT OF NEW STRUCTURE

REFER TO A-9107 SKYLIGHT SCHEDULE FOR FURTHER DETAIL

OFF FORM CONCRETE BALUSTRADE WITH FRAMELESS GLASS BALUSTRADE ABOVE PATH FIXED TO UPTURNS

LV.53A

ROOF

DG2.20 L4

LV.54

DG1.20 L4

BAL.51

W06 L4

DG2.19 L4

PT.51

LV.56

DG1.20 L3

PT.51

BAL.51

LV.56

PT.51

BAL.51

LV.56

PT.51

LV.56

SFL 14890

PT.51 2700

DG1.14 L2

LV.56

BAL.51

LEVEL 2

PT.51

BAL.51

PT.51

LV.56

PT.51 LV.56

BAL.51 PT.51

PT.51

PT.51 BAL.51

BAL.51 TL.51

BAL.51 HR.51

LEVEL 1 SFL 9490

TL.51

GROUND LEVEL SFL 6790

NORTH STEYNE 3300

DG1.4 GND

IONDISED BRONZE EXTERNAL BALCONY ENTRY GATES. REFER TO A-9001 FOR FURTHER DETAIL

2700

LV.56

SFL 12190

2700

DG1.8 L1

PT.51

TING WALL, RECLAD H STONE. ALLOW TO CH & MAKE GOOD AS UIRED

LEVEL 3

PT.51 LV.56

LV.56

ANODISED ALUMINIUM BIFOLD LOUVRES WITH OPERABLE BLADES

LV.56

BAL.51

PT.51

DG2.8 L1

PT.51 PT.51

LV.56

SFL 17590 2700

LV.56

PT.51

LEVEL 4

PT.51

DG2.14 L2

LV.54

BAL.51

PT.51 DG2.20 L3

3200

SFL 20790

BASEMENT LEVEL SFL 3490 SECURITY SCREEN TO GROUND FLOOR BEDROOMS. REFER TO A-9001 FOR FURTHER DETAIL

REFER TO LANDSCAPE DRAWINGS, ABORISTS REPORT & CONDITIONS OF CONSENT FOR DETAIL

EXISTING SIGNAGE - ALLOW TO STRIP EXISTING STONE CLADDING, PATH TO MAKE GOOD AND RECLAD WITH TRAVERTINE

NORTH STEYNE, MANLY

TYPICAL REFLECTED CEILING PLAN North Steyne, Manly Ceiling plan to suit luxurious residential units. Finish ceiling levels are not ADG compliant as it was built decades ago.

RCP LEGEND FCL XXXX

FINISHED CEILING LEVEL

PLASTERBOARD CEILING 2.15m FROM FINISHED FLOOR LEVEL UNLESS OTHERWISE NOTED PLASTERBOARD CEILING 2.2m FROM FINISHED FLOOR LEVEL UNLESS OTHERWISE NOTED

PLASTERBOARD CEILING 2.25m FROM FINISHED FLOOR LEVEL UNLESS OTHERWISE NOTED PLASTERBOARD CEILING 2.30m FROM FINISHED FLOOR LEVEL UNLESS OTHERWISE NOTED

PL.52

PL.52 FCL 2.280

PL.51

WIR

PL.52

PL.51

BATH

BEDROOM 3 FCL 2.150

FCL 2.270 FCL 2.400

DINING

PL.51

UNIT 1

SURFBOARD STORAGE

PL.51

EXISTING FIRE STAIR

LIFT

FCL 2.020

FCL 2.420

DOWNPIPE

TUNDISH

OVERFLOW

HYDRAULIC RISER

FIRE HOSE

PL.51 KITCHEN

FCL 2.250

RL 8.870

FCL 2.250

FCL 2.150 FCL 2.400

PORTE COCHERE

PL.51 FCL 2.400

FCL 2.400

ENSUITE FCL 2.200

FCL 2.150 BEDROOM 2

DINING

PL.52

BATH PL.52

PL.52

PL.51

UNIT 2

FCL 2.400

PL.51

PL.51 PL.52 L'DRY

PWD PL.52

FCL 2.280

DINING

PANTRY FCL 2.250 PWD

KITCHEN

FC.51 FCL 2.250

BBQ BBQ

PL.51 KITCHEN

FCL 2.200 BATH PL.52

FCL 2.200

FCL 2.250 DINING

FCL 2.170

FCL 2.250

BEDROOM 2

FCL 2.200

LIVING

FCL 2.150

UNIT 3 PL.51

ENSUITE

BEDROOM 1 PL.51

LIVING

ENTRY

UNIT 4

FCL 2.250

ENTRY

FCL 2.200

L'DRY

FCL 2.400 PL.51 PL.51

BEDROOM 3 PL.51 FCL 2.400 FCL 2.350

FCL 2.280

FCL 2.400 LIVING

FCL 2.350

BEDROOM 1 FCL 2.400

FCL 2.250

FCL 2.350

FCL 2.150

FCL 2.200 FC.51

DESCRIPTION WT 00

WT00

FCL 2.320

FCL 2.300

FCL 2.200 FCL 2.200

PL.52

WALL LEGEND WALL TYPES

FCL 2.200 FCL 2.270

PL.52

FCL 2.420

FCL 2.120

FOYER

REFER TO A-4201 DRAWING FOR FOYER FINISHES DETAIL

FCL 2.200 L'DRY

FCL 2.250

PL.52 ENSUITE

FCL 2.150

ENTRY

A-4201

PWD

FCL 2.220

ABBREVIATIONS LEGEND

FCL 2.200

FCL 2.480

BIN ROOM FCL 2.047

ENTRY

FCL 2.200

BEDROOM 3 PL.51 PL.52

FCL 2.400

EXISTING FIRE STAIR

FCL 2.480

PL.51 BEDROOM 1 FC.51

WIR PL.52

FCL 2.150

BATH

INS.53 THERMAL INSULATION TO UNDERSIDE OF CONCRETE SOFFIT. REFER TO FINISHES SCHEDULE FOR FURTHER DETAIL

FLOOR WASTE

BEDROOM 2

PL.51

FCL 2.250 PL.51

BEDROOM 2 FCL 2.400

FCL 2.200

FCL 2.400

KITCHEN

FCL 2.400

FCL 2.280

LIVING

L'DRY

FCL 2.350

PL.51

ROOF STRUCTURE ABOVE

DENOTES FINISHES TAG. REFER TO ARCHITECTURAL SCHEDULE FOR FURTHER DETAIL

FC.51

FCL 2.250

FCL 2.400

FCL 2.250

X.XX.XX

FCL 2.250 FCL 2.350

CONCRETE SOFFIT

EXISTING COLUMN

FCL 2.250

FCL 2.200

FC.51

2 2a

NEW COLUMN

BEDROOM 1

ENSUITE FCL 2.200

PLASTERBOARD CEILING 2.4m FROM FINISHED FLOOR LEVEL UNLESS OTHERWISE NOTED

AC UNITS

PLASTERBOARD CEILING 2.35m FROM FINISHED FLOOR LEVEL UNLESS OTHERWISE NOTED

TIMBER SOFFIT

FC.51 FCL 2.280

WALL TYPE REFERENCE NUMBER

EXISTING WALL NEW WALL SLAB JOINT NOTE: 1.

REFER TO DRAWING A-1249 - A-1254 FOR DETAILED WALL TYPES AND WALL FINISHES.

FIRE SPRINKLER LEGEND SPRINKLER HEAD IN FALSE CEILING SIDE WALL HEAD

GROUND LEVEL CEILING PLAN 1 : 100 @ A1

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

PROJECT

GRAPHIC SCALE

STATUS

PRELIMINARY

1:200 @ A3 1:100 @ A1

Do not scale drawings. Verify all dimensions on site. This drawing is NOT SUITABLE for construction.

NORTH STEYNE, MANLY

16.03.22

WIP ISSUE

DRAWING NOTES

2000

5000

96 NORTH STEYNE MANLY 96 NORTH STEYNE, MANLY

CLIENT

SYDNEY 1/80 Albion Street, Surry Hills, Sydney, NSW 2010 Ph: +61 2 8354 1300 ABN: 24 132 554 753

DRAWING NO.

A-1300

ISSUE

JOB NO.

KOU1610

DRAWN BY

CHECKED BY

SCALE

DATE

As indicated@

16.03.22

REFLECTED CONCRETE SETOUT PLAN North Steyne, Manly BASEMENT CONCRETE RCP LEGEND RL XXXX

RELATIVE LEVEL

FCL XXXX

FINISHED CEILING LEVEL

BC (*)

DENOTES CODE OF EXISTING COLUMNS

NC (*)

DENOTES CODE OF NEW COLUMNS DENOTES STEP IN CONCRETE SOFFIT

Reflected concrete setout to reflect existing and proposed conditions. Beneficial ceiling information in tender package for services coordination. Site measures and visits to facilitate documentation.

EXISTING SLAB / BEAM SENSITIVE HEAD HEIGHT ZONE DUE TO PLUMBING OVERHEAD, MINIMISE ENCROACHMENT

NEW COLUMNS EXISITING COLUMNS DEMO COLUMNS/DOWNTURNS

HORIZONTAL PENTRATIONS THROUGH BEAMS

CONCRETE FOLD RUNNING PERIMETER OF NORTHERN SHORING WALLS

CONCRETE SOFFIT

RL 5.490

RL 5.410

BC8

RL 6.250

SPRINKLER HEAD IN FALSE CEILING SIDE WALL HEAD

•

BC16

PT.53

BC15

BC14

RL 6.590

BC20

RL 6.090

RL 5.790

RL 5.490

BC22

STORAGE RL 5.490

BC21

PT.53

STORAGE

RL 6.090

BC23

RL 5.840

BC24

RL 6.140

RL 6.090

RL 6.140

BC27

RL 6.590 RL 6.140

BC25 RL 6.240

BC26

PROPOSED STRUCTURAL BEAM ON SHORING WALL. REFER TO STRUCTURAL DRAWING FOR FURTHER DETAIL

RL 6.505

EXISTING RETENTION PIT TO REMAIN

RL 6.505

RL 6.340

RL 6.505

RL 5.940

RL 6.590

RL 6.340

RL 6.140

RL 6.090

RL 5.790

RL 5.490

ALLOW TO INCREASE SIZE OF COLUMNS IN ACCORDANCE WITH STRUCTURAL ENGINEER'S DETAILS

RL 6.505

RL 6.260

ALLOW TO PAINT UNDERSIDE OF CONCRETE SOFFIT.

RL 5.490

TRIANGULATED DROP PANEL TO ACCOMODATE GROUND FLOOR ARTICULATION

BC18 UP

RL 6.590

RL 6.090

RL 5.700

RL 6.140

BC19

RAKED CEILING STOP SHORT. EXTEND OF RAKED CEILING TO BE CONFIRMED ON SITE

RL 6.090

BC17

•

RL 6.590

STORAGE

•

RL 5.790

APPROX LOCATION OF RAKED CONCRETE SOFFIT SERVING EXISTING STAIRS ABOVE FIRE ENGINEER TO UPDATE SPRINKLERS LAYOUT TO ACCOMMODATE EXISTING AND PROPOSED BEAMS. ALL RCPs TO BE READ IN CONJUNCTION WITH CONSULTANT'S DOCUMENTATION. BASEMENT CONCRETE SETOUT RCP TO BE READ IN CONJUNCTION WITH EXISTING STRUCTURAL PLANS AND PROPOSED STRUCTURAL PLANS. SERVICES RUNNING THROUGH CARPARK SPACES TO BE COORDINATED. RL NOTED ON DRAWINGS TO BE CHECK ON SITE FOR DEFLECTIONS AND TOLERANCE.

PL.51

ALLOW TO INCREASE SIZE OF COLUMNS IN ACCORDANCE WITH STRUCTURAL ENGINEER'S DETAILS

RL 6.505

RL 6.590 RL 6.140

•

FCL 2.300

RL 6.250

EDGE OF BEAM TO WRAP AROUND COLUMN TBC RAKED CEILING TO SERVE EXISTING INTERNAL STAIRS ABOVE

NOTE:

BC13

BC11

EXISTING FIRE STAIRS

NBN

A-4400

BC10

FIRE SPRINKLER LEGEND

BC12 RL 5.210

RL 6.140

RL 5.700

MAIN SWITCH ROOM

FCL 2.100

ADDITIONAL SLAB TO BE BUILT TO ACCOMMODATE BIN ROOM EXTENSION. STRUCTURAL ENGINEER TO ADVISE THICKNESS AS IT MAY EFFECT BASEMENT HEAD HEIGHTS

RL 6.040

REFER TO DRAWING A-1249 - A-1254 FOR DETAILED WALL TYPES AND WALL FINISHES.

BC7

RL 6.140

PT.53

RL 5.790

NEW WALL SLAB JOINT

PT.53

RL 6.539 LIFT

RL 5.490

PROPOSED BEAMS SHOWN IN PURPLE. REFER TO STRUCTURAL ENGINEER'S DRAWING FOR FURTHER DETAIL

RL 6.040

WALL TYPE REFERENCE NUMBER

RL 6.505

UP RL 6.590

RL 6.590 EXISTING BLOCKWALL TO ENCLOSE STAIR SHAFT

BC9

CHECK ON SITE FOR BEAM EDGE SETOUT RAKED SOFFIT CEILING TO UNDERSIDE OF EXISTING STAIRS ABOVE

EXISTING WALL

NOTE: 1.

RL 6.040

RL 6.140

BC6

NC3 UP

RL 6.590

NC1

RL 6.505

EXISTING DROP PANEL

DESCRIPTION WT 00

RL 6.390

WT00

BC3

WALL LEGEND WALL TYPES

BC2

FIRE HOSE

RL 6.140

BC1

RL 5.490

UP RL 6.140

RL 6.505

HYDRAULIC RISER

NC2

OVERFLOW

RL 6.140

RL 6.040

RL 6.505

TUNDISH

RL 6.590

ALLOW TO REPLACE EXISTING HIGH LEVEL LOUVRES WITH NEW ANODIZED ALUMINIUM LOUVRES

EXISTING HIGH LEVEL OPENING TO BE INSTALLED WITH NEW IONDISED ALUMINIUM LOUVRES

DOWNPIPE

FLOOR WASTE

DENOTES FINISHES TAG. REFER TO ARCHITECTURAL SCHEDULE FOR FURTHER DETAIL

UP EXISTING DRIVEWAY

ABBREVIATIONS LEGEND

RL 6.505

RAKED CEILING ABOVE

X.XX.XX

PROPOSED STAIRWAY ENTRY TO TERRACE ABOVE

MT.55 NEW SECURITY GATE TO BASEMENT

EXISTING STRUCTURAL WALLS OUTLINE OF WET AREAS ABOVE

PROPOSED LOCALISED BEAM EXTENSION TO ACCOMODATE EXISTING COLUMN ABOVE

STEP IN SOFFIT TO ACCOMODATE TERRACE SETDOWNS ABOVE

BASEMENT LEVEL CEILING PLAN 1 : 100 @ A1

PROJECT

GRAPHIC SCALE

STATUS

PRELIMINARY

1:200 @ A3 1:100 @ A1

Do not scale drawings. Verify all dimensions on site. This drawing is NOT SUITABLE for construction. P5 P4

16.03.22 23.12.21

WIP ISSUE WIP ISSUE

DRAWING NOTES

2000

5000

96 NORTH STEYNE MANLY 96 NORTH STEYNE, MANLY

CLIENT

SYDNEY 1/80 Albion Street, Surry Hills, Sydney, NSW 2010 Ph: +61 2 8354 1300

NORTH STEYNE, MANLY ABN: 24 132 554 753

DRAWING NO.

A-1199

ISSUE

DRAWN BY

CHECKED BY

SCALE

As indicated@

JOB NO.

KOU1610

02 DATE

16.03.22

TYPICAL WALL TYPE PLAN North Steyne, Manly ATLANTIS 98 NORTH STEYNE

WALL TYPES LEGEND

WT406 W

WT406

WT302 WT303

WT405

WT303

WT402

WT301

WT402

02 T4 W

06 T4

T3 W

T4 06

05 T4

02 T4 W

03 T3

02 T4 W

WT303

WT304

WT402 WT304 WT303

02 W

WT402

WT303

W W T30 T3 4 03

W 306 WT

01 T4 W

05 W

BEDROOM 1

LIVING T3

DP WT303

W 07

WT301

BEDROOM 3

WT402

UNIT 7

WT302

BEDROOM 1

DINING

BEDROOM 2

WT402

BBQ

WT303

WT301

ENSUITE

BBQ DP

KITCHEN

BATH

WT405

L'DRY

WT402

WT 6

BOUNDARY

4° 31' 16" 30.47 m

WT406

WT404

WT401 WT405

WT402

T4 W

02 T4 W 02 T4 W

05 T4 W

02 T4 W

WT302

WT405

02 02

T4 W 01

WT402

2 W T3 0

WT405

WT402

T4 W 02 T3

T3 W 02

T4 W

KITCHEN

WT401

PWD

ENTRY

WT405

LIVING DINING

WT402

WT401

DINING

WT306

WT303

PANTRY

PWD WT401

WT402

ENTRY

WT303

LIVING

UNIT 6

WT402

DINING

2-4 PINE STREET

WT405

BEDROOM 2

W W

PINE LANE

UNIT 9

WT402

W T3 0

WT402

02 T4 W

WT402

WT306

WT406

WT402

LIVING

NORTH STEYNE

ENSUITE

KITCHEN

BATH

ENTRY

UNIT 8

L'DRY T4

KITCHEN

L'DRY

BEDROOM 3

WT303

ENSUITE

306

LEVEL 1 LOBBY EX RL 9.490

BEDROOM 1

BEDROOM 3

WT303

WT302

BEDROOM 2

WT303

WT304

WT402

02 T4 W 02 T4 W

ENTRY

WT302

WT402 WT402

2 05

WT405

WIR

WT402 WT402

L'DRY

WT405

ENTRYW WT405

WT402

WT302

WT402

LIFT

BATH

WT402

WT405

BATH

KITCHEN

WT306

UNIT 5

WT302

WT401

WT402

WT402 T4 01

BEDROOM 1

WT302

2 W T4 0 W T4 0

WT405 WT304

WT303

WT405

WT402

WT405

WT402

ENSUITE

WT401

WT402

BATH

WT402

A/C

WT405

WT401

WT405

L'DRY WT401 W

BEDROOM 2

WT406

A/C

UNIT 10

BEDROOM 2

0 T4 W

BATH

WT303

KITCHEN

DINING

WT405

BATH DINING

DP WT406

WT401

WT303

WT407

0 T4 W

EXTERNAL WALL 285mm

ENSUITE

DP L'DRY

0 T3 W

WT406

WT303

BEDROOM 1

0 T4 W

WT402

0 T4 W

EXTERNAL WALL 64mm

LIVING

INTERTENANCY WALL 97mm

WT405

0 T4 W

LIVING

WT404

WT406

0 T4 W

2 2a

WT405

WT406

WT405

BOUNDARY

WT402

WT406

m 180° 18' 37" 29.46

FURRING CHANNEL 29mm

WT406

CURVED CORNER WALL

WT403

BEDROOM 1

0 T4 W

DIRECT STICK PLASTERBOARD 13mm

WT402

WT401

WT402

BEDROOM 2

0 T3 W

QUIET STUD WALL 105mm

WT406

WT306

97° 08' 20" 43.64 m

03 T4 W 02 T4 W

CURVED WALL 118mm

STAGGERED STUD WALL 188mm

WT305

BOUNDARY

WT304

0 T4 W

STAGGERED STUD WALL (VARIES)

0 T4 W

QUIET STUD WALL 118mm

WT303

STUD WALL 90mm

WT302

0 T4 W

WT301

WT402

REFER TO SHEETS A-8102 & A-8102 FOR FURTHER DETAILS.

UP BOUNDARY 275° 38' 25" 45.77 m

CAR PARK EXHAUST

PINE STREET

LEVEL 1 - WALL TYPES 1 : 100 @ A1

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

STATUS

PRELIMINARY Do not scale drawings. Verify all dimensions on site. This drawing is NOT SUITABLE for construction.

NORTH STEYNE, MANLY

PROJECT

GRAPHIC SCALE 1:200 @ A3 1:100 @ A1

DRAWING NOTES

2000

5000

96 NORTH STEYNE MANLY 96 NORTH STEYNE, MANLY

CLIENT

SYDNEY 1/80 Albion Street, Surry Hills, Sydney, NSW 2010 Ph: +61 2 8354 1300 ABN: 24 132 554 753

DRAWING NO.

A-1251

DRAWN BY

CHECKED BY

ISSUE

JOB NO.

SCALE

DATE

1 : 100@ A1

23.12.21

KOU1610

EXAMPLE WALL TYPE DETAILS North Steyne, Manly

APPLY SCHEDULED FINISHES AS REQUIRED APPLY SCHEDULED FINISHES AS REQUIRED

ALLOW FOR HABITABLE AREA: 13mm GYPROCK CD PLASTERBOARD WET AREAS: 9mm FC SHEETING POWDERROOM: 13 MR PLASTERBOARD (SET AND SAND)

16mm FURRING CHANNEL

HABITABLE / WET AREAS

FACE OF EXISTING / NEW WALL. REFER TO PLAN FOR FURTHER DETAIL

ALLOW FOR HABITABLE AREA: 13mm GYPROCK CD PLASTERBOARD WET AREAS: 9mm FC SHEETING POWDERROOM: 13 MR PLASTERBOARD (SET AND SAND) 28mm FURRING CHANNEL

HABITABLE / WET AREAS

FACE OF EXISTING / NEW WALL. REFER TO PLAN FOR FURTHER DETAIL 28 - 33

ALLOW FOR HABITABLE AREA: 13mm GYPROCK CD PLASTERBOARD WET AREAS: 9mm FC SHEETING POWDERROOM: 13 MR PLASTERBOARD (SET AND SAND)

HABITABLE / WET AREAS

APPLY SCHEDULED FINISHES AS REQUIRED

RONDO ADJUSTABLE BETAGRIP TO PROVIDE 5mm TOLERANCE

FACE OF EXISTING / NEW WALL. REFER TO PLAN FOR FURTHER DETAIL

WT401 - DIRECT STICK

WT402 - 12mm FURRING CHANNEL

WT403 - BETAGRIP + 28mm FURRING CHANNEL

ACOUSTIC RATING: FIRE RATING: THERMAL:

LINING DIRECT STICK PLASTERBOARD TO EXISTING / NEW WALL. • REFER TO PLANS FOR REQUIRED FINISHES •

LINING 16mm FURRING CHANNEL + 13mm PLASTERBOARD • REFER TO PLANS FOR REQUIRED FINISHES •

LINING +/- 5mm RONDO CLIP + 28mm FURRING CHANNEL + 13mm PLASTERBOARD • REFER TO PLANS FOR REQUIRED FINISHES •

WALL TYPE SERIES

ALLOW FOR HABITABLE AREA: 13mm GYPROCK CD PLASTERBOARD WET AREAS: 9mm FC SHEETING POWDERROOM: 13 MR PLASTERBOARD (SET AND SAND)

EXTERNAL WALLS INTERTENANCY WALLS INTERNAL WALLS LININGS

HABITABLE / WET AREAS

51mm STUD

HABITABLE / WET AREAS

VARIES

NOMINATED INSULATION AS REQUIRED TO SUIT COMPLIANCES

NEW BUILTS • • • • • • • •

ALL FLOOR, WALL & CEILING LININGS ARE TO BE COMPLIANT WITH BCA C1.10A. ALLOW TO SET, SAND AND PAINT ALL PLASTERBOARD LININGS. SARKING TO COMPLY WITH AS/NZ4200 PARTS 1&2 – 1994. SARKING IS TO HAVE FLAMMABILITY INDEX OF NOT GREATER THAN 5. BUILDING TO BE PROVIDED WITH DAMP-PROOFING IN ACCORDANCE WITH AS2870, AS2904 & ALL OTHER STATUTORY REGULATIONS. SERVICE PENETRATIONS THROUGH FIRE RATED ELEMENTS TO BE FITTED WITH THE REQUIRED FIRE SEALS. ALL LININGS TO WET AREAS TO BE MOISTURE RESISTANT PLASTERBOARD OR VILLABOARD ACOUSTIC/HYDRAULIC ENGINEER TO CONFRIM LAGGING REQUIREMENTS TO DOWNPIPES MAY AFFECT WALL THICKNESS

WT405 - CAVITY + 64 STEEL STUD

WT404 - 51mm STUD (STAGGERED IF REQUIRED)

ACOUSTIC RATING: FIRE RATING: THERMAL:

Rw + ctr 50 & DISCONTINUOUS CONSTRUCTION

•

PIPES AND ELECTRICAL PENETRATIONS THROUGH WALLS SHOULD BE ACOUSTICALLY SEALED. REFER TO ACOUSTIC REPORT FOR FURTHER DETAIL. LOCATION OF PENETRATION THROUGH ACOUSTICALLY RATED WALLS TO BE REFERED TO ACOUSTIC REPORT FOR FURTHER DETAIL

•

• • • •

ALL EXISTING WALL SURFACES TO BE CLEANED DOWN UNLESS NOTED OTHERWISE REMOVE ALL EXISTING NOTICEBOARDS, CLOCKS, WALL LIGHTS, ETC. FOR POSSIBLE REUSE EXISTING FRL OF WALLS – ASSUMES 110MM DRY PRESSED CLAY BRICKS THAT SPAN A HEIGHT OF 2.5M (2.7M FLOOR TO FLOOR) WHICH ACHIEVE 90 MINUTES. CONTRACTOR TO INSPECT THE WALLS TO CONFIRM THE ABOVE AND IF THERE IS ANY ADDITIONAL LATERAL SUPPORT TO THE WALL. ALLOW TO PATCH ANY OPENINGS & PENETRATIONS TO FIRE RATED WALLS, IN PARTICULAR WITH SPECIAL CARE TAKEN IN RELATION TO INTERTENANCY WALLS, WALLS TO FIRE STAIRS & LIFT CORES TO ENSURE BRICKWORK MAINTAINS ITS FRL INTEGRITY MAKE GOOD NEWLY EXPOSED AREAS USING RECLAIMED BRICKWORK TO MAINTAIN FRL AS REQUIRED REMOVE ALL EXISTING RENDER TO EXISTING WALLS & PROVIDE NEW RENDER TO ALL EXTERNAL WALLS. REPOINT MORTAR AS REQUIRED ALLOW TO BLOCK REDUNDANT WEEPHOLES AND REMOVE FLASHING TO CAVITY BRICK WORK AS REQUIRED

INSPECTIONS • • • • •

ALLOW TO STRESS TEST EXISTING LOAD BEARING WALLS AS INSTRUCTED BY STRUCTURAL ENGINEERS ALLOW TO INSPECT ALL EXITING WALLS TO VERIFY SPANS, DIMENSIONS, WALL CHASING, DEFECTS AND FRLS EXISTING LOADBEARING WALLS ARE TO BE INSPECTED TO VERIFY THEIR STRUCTURAL INTEGRITY INSPECT EXISTING CAVITY BRICK WORK FOR INTEGRITY OF WALL TIES, ALLOW TO RETROFIT 316 STAINLESS STEEL HELITEC WALL TIES AS REQUIRED INSPECT EXISTING CAVITY BRICK WALLS TO CONFIRM FLASHINGS ARE INTACT AND CAVITIES ARE FREE OF DEBRIS

STATUS

PRELIMINARY Do not scale drawings. Verify all dimensions on site. This drawing is NOT SUITABLE for construction.

ALLOW TO STRIP EXISTING RENDER, PATCH AND APPLY SCHEDULED FINISH

Rw + ctr 50 & DISCONTINUOUS CONSTRUCTION

CHECK ACOUSTIC

EXTERNAL

WT406 (EXISTING) CAVITY DOUBLE BRICK + 51mm STUD ACOUSTIC RATING: FIRE RATING: THERMAL:

Rw 50 -/60/60 NON-LOADBEARING R1.0

CHECK ACOUSTIC

EXTERNAL WALL EXISTING CAVITY DOUBLE BRICK • 51mm METAL STUDWORK WITH INSULATION AND ONE LAYER OF 13mm PLASTERBOARD. • PROVIDE 50mm THICK 14kg/m3 ACOUSTIGARD ACOUSTIC GLASS WOOL • • REFER TO PLANS FOR REQUIRED FINISHES

ALLOW FOR GAP TO LEVEL OUT EXISTING RENDER FOR EXTENSION OF NEW WALL

DRAWINGS ARE TO BE READ IN CONJUNCTION WITH EXTERNAL AND INTERNAL FINISHES SCHEDULE FOR INTERNAL DECORATIVE FINISHES REFER TO INTERIOR DRAWING AND SCHEDULES.

ALLOW FOR HABITABLE AREA: 13mm GYPROCK CD PLASTERBOARD WET AREAS: 9mm FC SHEETING POWDERROOM: 13 MR PLASTERBOARD (SET AND SAND)

EXISTING BUILTS • •

FACE OF STRUCTURE FOR WALL TYPE APPLICATION. REFER TO PLAN FOR FURTHER DETAIL

APPLY SCHEDULED FINISHES AS REQUIRED

INTERNAL

SCHEDULE AND FINISHES •

EXISTING CAVITY BRICK WALL

ALLOW FOR MIN 20mm GAP FOR DISCONTINUOUS CONSTRUCTION AS REQUIRED

LINING WALL 64mm METAL STUDWORK WITH INSULATION AND ONE LAYER OF 13mm PLASTERBOARD. MIN 20mm GAP TO EXISTING WALL • FOR DISCONTINUOUS CONSTRUCTION PROVIDE 50mm THICK 14kg/m3 ACOUSTIGARD ACOUSTIC GLASS WOOL • • REFER TO PLANS FOR REQUIRED FINISHES

LINING +/- 5mm RONDO CLIP + 28mm FURRING CHANNEL + 13mm PLASTERBOARD • REFER TO PLANS FOR REQUIRED FINISHES •

PENETRATIONS •

NOMINATED INSULATION AS REQUIRED TO SUIT COMPLIANCES 51mm STEEL STUD

NOMINATED INSULATION AS REQUIRED TO SUIT COMPLIANCES

RONDO ADJUSTABLE BETAGRIP TO PROVIDE 5mm TOLERANCE

ACOUSTIC RATING: FIRE RATING: THERMAL:

ALLOW FOR HABITABLE AREA: 13mm GYPROCK CD PLASTERBOARD WET AREAS: 9mm FC SHEETING POWDERROOM: 13 MR PLASTERBOARD (SET AND SAND)

64 STEEL STUD

FACE OF EXISTING / NEW WALL. REFER TO PLAN FOR FURTHER DETAIL

NOTES

APPLY SCHEDULED FINISHES AS REQUIRED

ALLOW FOR HABITABLE AREA: 13mm GYPROCK CD PLASTERBOARD WET AREAS: 9mm FC SHEETING POWDERROOM: 13 MR PLASTERBOARD (SET AND SAND) *SUBSTRATE NOT REQUIRED IF BACK TO BACK STUD FOR SERVICES

WT-300 SERIES WT-400 SERIES WT-500 SERIES WT-600 SERIES

INTERNAL

APPLY SCHEDULED FINISHES AS REQUIRED

NOMINATED INSULATION AS REQUIRED TO SUIT COMPLIANCES 51mm STEEL STUD VAPOUR BARRIER TO ENGINEER'S DETAIL INDICATES NEW CAVITY BRICK WALL REFER TO PLAN FOR LOCATION OF NEW WALL. APPLIED SCHEDULED FINISH. REFER TO ELEVATION FOR FURTHER DETAILS EXTERNAL

WT407 (NEW) CAVITY DOUBLE BRICK + 51mm STUD ACOUSTIC RATING: FIRE RATING: THERMAL:

Rw 50 -/60/60 NON-LOADBEARING R1.0

CHECK ACOUSTIC

EXTERNAL WALL NEW CAVITY DOUBLE BRICK • 51mm METAL STUDWORK WITH INSULATION AND ONE LAYER OF 13mm PLASTERBOARD. • PROVIDE 50mm THICK 14kg/m3 ACOUSTIGARD ACOUSTIC GLASS WOOL • • REFER TO PLANS FOR REQUIRED FINISHES

PROJECT

GRAPHIC SCALE 1:10 @ A3 1:5 @ A1

DRAWING NOTES

100

200

96 NORTH STEYNE MANLY 96 NORTH STEYNE, MANLY

CLIENT

SYDNEY 1/80 Albion Street, Surry Hills, Sydney, NSW 2010 Ph: +61 2 8354 1300

NORTH STEYNE, MANLY ABN: 24 132 554 753

DRAWING NO.

A-8105

DRAWN BY

CHECKED BY

ISSUE

JOB NO.

SCALE

As indicated@

KOU1610 DATE

23.12.21

03 MERIMBULA 29-33 MARKET STREET, MERIMBULA

PROJECT TYPE PROJECT TEAM PERSONAL ROLE SOFTWARE USED PROJECT YEAR PROJECT STAGE INSTITUTION

The vision for the site is to aid the transformation of Market Street and the Marimbula CBD into a vibrant, viable and successful commercial centre via a high quality mixed use development with multiply building forms, bustling boutique ground floor retail tenancies and high amenity residential apartment above.

MERIMBULA

Residential and retail Project Team CAD / RENDERS Revit / Enscape / Sketchup (Concept) 2020 Commercial Land Strategy Submission Squillace Architects

Given the concept proposal looks to amalgamate two commercial sites located along Market Street, Merimbula, afford an apportunity to design a high quality development which responds to the local context. Therefore my role was to develop realistic CGIs to reflect the vision of the project.

MERIMBULA VIEW LOOKING NORTH The site presents a unique opportunity to provide a gateway to the Merimbula CBD and reflect the future desired character of the retail strip whilst maintaing a sensitivity to the existing streetscape. Based on the team analysis, we feel a nuanced and articulated building spanning up to 5 storeys with substantial setback to the top storey is an appropriate response in alignment with the aspirations for the town centre. MERIMBULA

MERIMBULA STREETVIEW

MERIMBULA 1-3 STREET, on WATERLOO NSW 2017 ThePHILIP new buildings site will provide both retail premises and residential accomodation contributing to commercial activity and the community of Merimbula.

MERIMBULA

CURRENT

REVISION ISSUED SURRY HILLS A RESIDENCE 2.09.20

SURRY HILLS

A A A A A A A A A A A A A

PROJECT TYPE PROJECT TEAM PERSONAL ROLE SOFTWARE USED PROJECT YEAR PROJECT STAGE INSTITUTION

2.09.20 2.09.20 2.09.20 2.09.20 2.09.20 2.09.20 2.09.20 2.09.20 2.09.20 2.09.20 2.09.20 2.09.20 2.09.20

The aim of this project is to propose a third storey addition onto an existing 2 storey dwelling. GIven that the building was built in the early 19th century, effort is needed to understand the

24 CORBEN STREET

Third floor addition to existing 2 storey Project Team CAD / Documentation / CGI Revit / Enscape / 2020 DA Application Squillace Architects

exsting fabric of the building for a successful outcome. Nevertheless, the client is also looking for a outdoor deck and addition bedrooms to accomodate a new family.

PROPOSED SECTION SURRY HILLS Given the site is not heritage listed however it is located in a heritage conservation area, the proposal must not effect the external appearance of the existing building to maintain the heritage character of the site.

24 CORBEN STREET

PROPOSED FLOOR PLANS SURRY HILLS © 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

12-22 CORBEN STREET 4 STOREY APARTMENT BUILDING

KERB

ASSUMED NEIGHBOURING PARTY WALL BEYOND SITE BOUNDARY

RL 34.88

NEW STEEL CENTRAL STRINGER OPEN STAIRS WITH TIMBER TREADS TO REPLACE EXISTING SPIRAL STAIRS

LOCATION OF EXISTING BOX OUT OF PRESUMED DOWNPIPE TO SERVICE EXISTING ROOF. POTENTIAL TO BE RELOCATED IN FUTURE DA WORKS

TEL

ALLOW TO PROVIDE NEW INTERNAL WALL TO ALIGN WITH ADJACENT WALL STATUS

GFA SUMMARY TABLE ( PROPOSED )

__________

NOT-01 DA-201

RL 35.290

EXISTING FIREPLACE

WC STUDY

GFA 60.8 m2

KITCHEN

RL 37.260

__________

NOT-01 DA-201

BOUNDARY EXISTING NICHE

RL 34.73

SITE AREA:

102.6 m2

FSR:

1.5 : 1

ALLOWABLE GFA

153.9 m2

Report any discrepancies in documentation to architect. This drawing is for the purpose of council approval and as such, is not suitable for construction.

INDICATIVE CIRCULAR SKYLIGHT OVERHEAD

N O T ES

1000

2000

1:50 @ A1

GROUND

60.8 m2

LEVEL 1

52.4 m2

LEVEL 2

53.2 m2

TOTAL

166.4 m2

Surplus above allowable GFA

12.5 m2 (8.1 %)

LEGEND EXISTING WALLS NEW WALLS EXTENSION TO EXISTING BUILDING ENVELOPE DEMOLITION W

NEW WALL TO STRUCTURAL ENGINEERS DESIGN

26-28 CORBEN STREET 3 STOREY APARTMENT BUILDING

1:100 @ A3

GFA

340 UP

RL 36.920

KERB

RL 34.63

220 UP

230 UP

DINING

EXISTING OPENING IN SANDSTONE WALL SITS ABOVE STAIRS LANDING

RL 36.700

EXISTING SECURITY SCREEN

DA-300

LIVING

RL 36.470

TEL

____________________

BOUNDARY

DA-300

REPLACE EXISTING ALUMINIUM REMOVABLE BALLUSTRADE

BOUNDARY

CORBEN STREET

RL 35.165 1

____________________

DEVELOPMENT APPLICATION Do not scale drawing. Verify all dimensions on site.

WINDOW

RL XXXX

EXISTING RELATIVE LEVEL

RL XXXX

PROPOSED RELATIVE LEVEL

PROPOSED GROUND LEVEL FLOOR PLAN

PARAPET RL

TOP OF WALL RL

TOG

TOP OF GUTTER RL

RL XXX

EXISTING RL

1 : 50 @ A1

A ISS

12-22 CORBEN STREET 4 STOREY APARTMENT BUILDING NEW STEEL FRAMED OPEN STAIRS WITH TIMBER TREADS TO REPLACE EXISTING SPIRAL STAIRS

ALLOW TO PROVIDE NEW INTERNAL WALL TO ALIGN WITH ADJACENT

LEVEL 1 TERRACE

ALLOW TO PROVIDE NEW INTERNAL WALL TO ALIGN WITH ADJACENT WALL

DECK

RL 39.780

____________________

DA-300

NEW ROLLER DRUM ABOVE

VOID

GFA 52.4 RL 39.780 PP

540 UP

ABN: 24 132 554 753

RL 39.11

NEW ROLLER SHUTTER

BATHROOM m2

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

RL 39.03

RL 39.00

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

__________

NOT-01 DA-201

RL 40.320

www.squillace.com.au DP

BOUNDARY

REINSTATE PREVIOUS WALL FOR ROOM ENCLOSURE

REINSTATE DOOR NEW SPLIT STAIRS

RAISED FLOOR LEVEL

ALLOW NEW INTERNAL WALL BUILD AGAINST EXISTING

CAR STACKER TO ACCOMODATE 2 CARS

WASTE BIN ENCLOSURE

RL 38.87 PROJECT

KERB

EXISTING STEEL DECORATIVE SECURITY SCREEN

CAR HOIST

LAUNDRY

BED 1

LITTLE RILEY STREET

NOT-01 DA-201

BED 2

RL 39.000

PROPOSED FLOOR SLAB TO ACCOMMODATE NEW STAIRS

BOUNDARY

__________

RL 40.320

FROSTED GLASS FOR PRIVACY & LIGHT

KERB

DA-300

BOUNDARY

CORBEN STREET

____________________

EXISTING FIREPLACE

RL 39.770

TWO & THREE STOREY TERRACE NO. 361

RL 39.11

EXISTING GAP IN BETWEEN RL 39.04 NEIGHBOURING BUILDING

ALLOW TO RETAIN EXISTING METAL DECORATIVE BALLUSTRADE

PURPOSE OF ISSUE

Antonio & Monika Ruggerino

STORAGE BELOW STAIRS

KERB

LOCATION OF EXISTING BOX OUT OF PRESUMED DOWNPIPE TO SERVICE EXISTING ROOF. POTENTIAL TO BE RELOCATED IN FUTURE DA WORKS

DA ISSUE

CLIENT

KERB

ASSUMED NEIGHBOURING PARTY WALL BEYOND SITE BOUNDARY

2.09.20 DATE

24 CORBEN STREET SURRY HILLS

DRAWING NO.

26-28 CORBEN STREET 3 STOREY APARTMENT BUILDING

ISSUE

DA-100 A JOB NO.

RUG-1911

SCALE

1 : 50@ A1

DATE

2.09.20

DRAWING TITLE

PROPOSED LEVEL 1 FLOOR PLAN 1 : 50 @ A1

24 CORBEN STREET

PROPOSED GROUND, LEVEL 1 FLOOR PLANS DRAWN BY

CHECKED BY

12-22 CORBEN STREET 4 STOREY APARTMENT BUILDING

EXISTING FIREPLACE

NEW EXTERNAL WALL

INDICATIVE CIRCULAR SKYLIGHT OVERHEAD

NEW EXTERNAL WALL TO BE ALIGNED TO EXISTING WALL ON THE LEVEL BELOW

LEVEL 2 TERRACE

LEVEL 1 TERRACE

FLUE TO EXISTING FIREPLACE

DA-300

__________

NOT-01 DA-201

DECK 13.5 m2

ROOF TO DECK BELOW

BATHROOM

LIVING

WIR

BED 2

VOID

RL 42.770

GFA 53.2 m2

RL 42.780

BOUNDARY

DEEP REVEAL WITH GLAZED CAVITY SLIDING DOORS METAL BALLUSTRADE

BOUNDARY

DA-300

____________________

BOUNDARY

CORBEN STREET

BBQ / OUTDOOR KITCHEN

____________________

TWO & THREE STOREY TERRACE NO. 361

EXISTING GAP IN BETWEEN NEIGHBOURING BUILDING

NEW BIFOLD DOORS

SMALL PORTION ADDITIONAL GFA TO LIVING ROOM SOUGHT TO OFFSET KITCHEN AREA WITHOUT DIRECT ACCESS TO VENTILATION & LIGHT

STATUS

DEVELOPMENT APPLICATION Do not scale drawing. Verify all dimensions on site. Report any discrepancies in documentation to architect. This drawing is for the purpose of council approval and as such, is not suitable for construction.

N O T ES

1:100 @ A3

1000

NOT-01 DA-201

LEGEND

VIEW TO EXISTING JACARANDA TREE IN NEIGHBOUR'S BACKYARD

EXISTING WALLS NEW WALLS

NEW WALL TO BOUNDARY

EXTENSION TO EXISTING BUILDING ENVELOPE DEMOLITION W

WINDOW

RL XXXX

26-28 CORBEN STREET 3 STOREY APARTMENT BUILDING

EXISTING RELATIVE LEVEL

RL XXXX

PROPOSED RELATIVE LEVEL

PROPOSED LEVEL 2 FLOOR PLAN

PARAPET RL

TOP OF WALL RL

TOG

TOP OF GUTTER RL

RL XXX

EXISTING RL

W L3

RIDGE RL 48.67

FALL RIDGE RL 47.20

FALL

(TOG) RL 47.58

W L2

12-22 CORBEN STREET 4 STOREY APARTMENT BUILDING

ATTIC LEVEL TERRACE

LEVEL 2 TERRACE

RL 44.490

RL 41.490

RL 39.600

(TW) RL 44.270

(TW) RL 41.80

LITTLE RILEY STREET

1 : 50 @ A1

(P) RL 44.45

LEVEL 1 TERRACE

(P) RL 44.94

RL 34.88

EXISTING CHIMNEY TO BE EXTENDED TO SIT HIGHER THAN PROPOSED ROOF

BOUNDARY WALL STEPS WITH TERRACE (TW) RL 46.38

(P) RL 49.17

KERB

W L2

RL 39.04 EXISTING CHIMNEYS

RL 42.310

TIMBER DECK BELOW

BOUNDARY PROPOSED EAVES GUTTER DP

RL 34.73

BOUNDARY

PURPOSE OF ISSUE

ARCHITECTS INTERIOR DESIGNERS SYDNEY 1/80 Albion Street, Surry Hills NSW 2010 Ph: +61 2 8354 1300 | Fax: +61 2 8354 1311 ABN: 24 132 554 753

RL 39.11

RL 34.63

RL 39.03

NEW ROOF SITS GENERALLY BELOW PARAPET TO THE SOUTH

RL 39.00

__________

NOT-01 DA-201

PROPOSED GUTTER

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

www.squillace.com.au DP

RL 38.87 (P) 45.48

NEW TIMBER FRAMED ROOF WITH METAL DECK ROOF

(P) 45.48

(TOG) 47.55 WINDOW ON NORTH FACING WALL W

PROJECT

KERB

NOT-01 DA-201

TWO & THREE STOREY TERRACE NO. 361

DA-300

3 FALL

DA ISSUE

Antonio & Monika Ruggerino

RL 39.11

EXISTING GAP IN BETWEEN NEIGHBOURING BUILDING

2.09.20 DATE

CLIENT

RL 39.33

____________________

24 CORBEN STREET

RIDGE LINE

__________

CIRCULAR SKYLIGHT

3 FALL

BOUNDARY

DA-300

RL 39.21

NEW ROOF SITS BELOW PARAPET TO THE NORTH

EXISTING PARAPET

____________________

A ISS

KERB

RL 42.290

24 CORBEN STREET SURRY HILLS

DRAWING NO. W

TIMBER DECK (APPROX. LOCATION)

FALL

RL 45.480

RIDGE 48.20

2000

1:50 @ A1

__________

THREE & FOUR STOREY BRICK UNITS METAL ROOF NO 26-28

LITTLE RILEY STREET

PROPOSED GLASS BALUSTRADE

PROPOSED ROOF PLAN

ISSUE

DA-101 A

26-28 CORBEN STREET 3 STOREY APARTMENT BUILDING RL 38.98 RL 38.85

JOB NO.

RUG-1911

SCALE

1 : 50@ A1

DATE

2.09.20

DRAWING TITLE

PROPOSED LEVEL 2, ROOF PLAN DRAWN BY

CHECKED BY

1 : 50 @ A1

24 CORBEN STREET

COURSEWORK PROJECTS 1. 2. 3.

WATERLOO HOUSING ESTATE INNER CITY SURRY HILLS HIGH SCHOOL AQUATIC RESEARCH CENTRE

01 WATERLOO HOUSING ESTATE 1-3 PHILIP STREET, WATERLOO NSW 2017

PROJECT TYPE PROJECT TEAM PERSONAL ROLE SOFTWARE USED PROJECT YEAR INSTITUTION

Earmarked for redevelopment, the population of Waterloo Housing Estate (WHE) is expected to triple by 2036. Additionally, an increase in young individuals and a decrease in the elderly is expected to result in a more diverse age structure. However, paralyzed by years of isolation by an architecture that has impeded rather than fostered a sense of

Adaptive reuse / Social Housing Group work Designer / Renders / CAD Revit / Enscape / Goodnotes 2020 Uni. Sydney

community, its residents are not ready, or equipped to adapt to such change. Physically, and mentally detached from the aspirations of the city, the WHE has existed in a state of constant conflict for many years.

WATERLOO HOUSING ESTATE

WATERLOO HOUSING ESTATE SEPP 65 SUMMARY 4.6 CONCEPT SKETCH

STATU S

1 circulation

PRELIMINARY

2 programs

PRELIMINARY D o notscale draw ings.Verify alldim ensions on site. This draw ing is N O T SU ITABLE forconstruction.

D o notscale draw ings.Verify alldim ensions on site. This draw ing is N O T SU ITABLE forconstruction. N O TE

N O TE 0

1:1000 @ A3

CONCEPT SKETCHES

Phill

1 : 500 @ A1

ip S

SHADOW STUDY - WINTER SOLSTICE - 11AM

1 : 500 @ A1

C LIEN T

W ATERLO O H O U SIN G ESTATE

SHADOW STUDY - WINTER SOLSTICE - 10AM

1 : 500 @ A1

C LIEN T

W ATERLO O H O U SIN G ESTATE

PRO JEC T

C LIEN T

TARU N G A TO W ER TRAN SFO RM ATIO N

Ragla

D RAW IN G N O .

JO B N O .

SC ALE

LEGEND:

SHADOW STUDY - WINTER SOLSTICE - 3PM

1 : 500 @ A1

promoted circulation site border existing frequet-used circulation

D RAW N BY

GROUP 1

SHADOW STUDY - WINTER SOLSTICE - 12PM

1 : 500 @ A1

C H EC KED BY

WATERLOO SOCIAL HOUSING RDEVELOPMENT

URBAN PLANNING - CIRCULATION

THREATS

JO B N O .

SH AD O W STU D Y D IAG RAM

1 : 500 @ A1

5 SHADOW STUDY 1 : 500 @ A1 promoted circulation primary pedestrian circulation program - housing program - public

- WINTER SOLSTICE - 1PM

D o notscale draw ings.Verify alldim ensions on site. This draw ing is N O T SU ITABLE forconstruction.

1 : 500 @ A1

D RAW N BY

STATU S

PRELIMINARY D o notscale draw ings.Verify alldim ensions on site. This draw ing is N O T SU ITABLE forconstruction.

N O TE 0

Phill

PRO JEC T

1:1000 @ A3

1:500 @ A1

Phill

ip S

TARU N G A TO W ER

C H EC KED BY

WATERLOO SOCIAL HOUSING RDEVELOPMENT

Programs Cultural barrier to be involved in programs ip

D ATE

1 :500@ A1

SH AD O W STU D Y D IAG RAM

N O TE 1:1000 @ A3

St Disability TRAN SFO RM ATIO N Individuals might not appreaciate events due to impairment

SC ALE

D RAW IN G TITLE

SHADOW STUDY - WINTER SOLSTICE - 3PM

4 pavement

PRELIMINARY

Age Gap Individuals are not interested due to age issues

GROUP 1

LEGEND:

URBAN PLANNING - PROGRAMS

STATU S

3 refined circulation & entrance

ISSU E

SK-400 XXX-1500

George St

1 : 500 @ A1

SHADOW STUDY - WINTER SOLSTICE - 1PM

D ATE

D RAW IN G TITLE

George St

SHADOW STUDY - WINTER SOLSTICE - 12PM

D RAW IN G N O .

1 :500@ A1

XXX-1500

n St

station

ISSU E

SK-400

TARU N G A TO W ER TRAN SFO RM ATIO N

Ragla

n St

station

W ATERLO O H O U SIN G

Waiting list for gardening ESTATE Provide space for planting near street

Phill

SHADOW STUDY - WINTER SOLSTICE - 11AM

Pitt St

1 : 500 @ A1

2 programs

SHADOW STUDY - WINTER SOLSTICE - 9AM

Cope St

1 : 500 @ A1

SHADOW STUDY - WINTER SOLSTICE - 10AM

Pitt St

1 : 500 @ A1

SHADOW STUDY - WINTER SOLSTICE - 9AM

Cope St

This project also propose a winter garden to OPPORTUNITIES improve permeability Safety Provide more public amenities and seatings of the buildings to the Improve permeability of buildings SHADOW STUDY - WINTER SOLSTICE - 11AM site, increasing passive Resident Relocation Possibossility of socioenomic variance Deconcentration of poverty (Neighbourhood Effect) surveillance.

Smooth edges to compliment existing prefabricated window feature

SHADOW STUDY - WINTER SOLSTICE - 10AM

1 : 500 @ A1

Phill

ip S

Privacy wall

SHADOW STUDY - WINTER SOLSTICE - 9AM

1:500 @ A1

SOCIAL & COMMUNITY

1:500 @ A1

N O TE 1:1000 @ A3

SK-400

Dark bronze reveal to provide solar shading

Drugs & Alcohol 1 :500@ A1 XXX-1500 Social issues contributes to safety concerns JO B N O .

SC ALE

SHADOW STUDY - WINTER SOLSTICE - 9AM 1 : 500 @ A1

D ATE

SHADOW STUDY - WINTER SOLSTICE - 10AM

Cope St

Extended balconies with access to planters

ISSU E

SHADOW STUDY - WINTER SOLSTICE - 11AM

1 : 500 @ A1

SHADOW STUDY - WINTER SOLSTICE - 9AM

Cope St

D RAW IN G N O .

1 : 500 @ A1

C LIEN T

W ATERLO O H O U SIN G ESTATE

SHADOW STUDY - WINTER SOLSTICE - 10AM

SHADOW STUDY - WINTER SOLSTICE - 11AM

1 : 500 @ A1

C LIEN T

W ATERLO O H O U SIN G ESTATE

D RAW IN G TITLE

SHADOW STUDY - WINTER SOLSTICE - 12PM 5 SHADOW STUDY - WINTER SOLSTICE - 1PM 1 : 500 @ A1 1 : 500 @ A1 CONCEPTUAL AXONOMETRIC LOOKING FROM NORTH-WEST

SHADOW STUDY - WINTER SOLSTICE - 3PM

SH AD O W STU D Y D IAG RAM

Plaza

1 : 500 @ A1

4.5 CONCEPTAXONOMETRIC SKETCH CONCEPTUAL LOOKING FROM NORTH-WEST

D RAW N BY

C H EC KED BY

STATU S

Gym

PRELIMINARY

5490

4055

5455

LEGEND:

promoted circulation primary pedestrian circulation program - housing program - public

3335

STATU S

Child Care

Ragla

station

JO B N O .

N 4

SHADOW STUDY - WINTER SOLSTICE - 12PM 1 : 500 @ A1

- WINTER SOLSTICE - 1PM

6180

100

D RAW N BY

SHADOW STUDY - WINTER SOLSTICE - 9AM 1 : 500 @ A1

SHADOW STUDY - WINTER SOLSTICE - 10AM

1 : 500 @ A1

____________________

GROUP 1

URBAN PLANNING - ENTRANCES

5500

10 m

GROUP 1

STUDY - WINTER SOLSTICE - 1PM

SC ALE

D RAW N BY

C H EC KED BY

WATERLOO SOCIAL HOUSING RDEVELOPMENT

6 public facility

D o notscale draw ings.Verify alldim ensions on site. This draw ing is N O T SU ITABLE forconstruction.

SH AD O W STU D Y D IAG RAM

1 : 500 @ A1

URBAN PLANNING - PAVEMENT

STATU S

PRELIMINARY

D ATE

1 :500@ A1

D RAW IN G TITLE

SHADOW STUDY - WINTER SOLSTICE - 3PM

STATU S

PRELIMINARY D o notscale draw ings.Verify alldim ensions on site. This draw ing is N O T SU ITABLE forconstruction.

N O TE 0

1:1000 @ A3

1:500 @ A1

Phill

ip S

W ATERLO O H O U SIN G ESTATE

ST AT

PR U EL IM IN AR Y

5 SHADOW normal drive-way 1 : 500 @ A1 shared drive-way outdoor pavement indoor pavement

1:500 @ A1

C LIEN T

W ATERLO O H O U SIN G Replace carpet flooring with timESTATE ber flooring

N S OTE

WATERLOO SOCIAL HOUSING RDEVELOPMENT

1:1000 @ A3

Retain existing core to maintain structural integrity

5500

1:2

1 : 500 @ A1

LEGEND:

Theres a high demand for social housing

SHADOW STUDY - WINTER SOLSTICE - 9AM 1 : 500 @ A1

SHADOW STUDY - WINTER SOLSTICE - 10AM 1 : 500 @ A1

SHADOW STUDY - WINTER SOLSTICE - 11AM

1 : 500 @ A1

SHADOW STUDY - WINTER SOLSTICE - 9AM

Cope St

C H EC KED BY

SHADOW STUDY - WINTER SOLSTICE - 12PM

1 : 500 @ A1

C LIEN T

1:4

N O TE

Cope St

Do Th no is t dr sc aw al in e dr g is aw NO in gs T . SU Ve IT rify AB al LE l di fo men r co sio ns ns tru ct on io sit n. e.

SK-302

JO B N O .

XXX-1500

ISSU E

SK-400

D ATE

add glass

Relocation lift core to East and West 1

D RAW IN G N O .

1 :500@ A1

SH AD O W STU D Y D IAG RAM

1 : 500 @ A1

5 landscape

200

SC ALE

D RAW IN G TITLE

SHADOW STUDY - WINTER SOLSTICE - 3PM

D o notscale draw ings.Verify alldim ensions on site. This draw ing is N O T SU ITABLE forconstruction.

1:50 @ A1

TARU N G A TO W ER TRAN SFO RM ATIO N

n St

ISSU E

XXX-1500

drive way primary pedestrian circulation STUDY 5 SHADOW 1 : 500 @ A1 secondary pedestrian circulation program - housing program - public entrance curtain wall (visual connection)

Ragla

SK-400

PRELIMINARY

PRO JEC T

TARU N G A TO W ER TRAN SFO RM ATIO N

D RAW IN G N O .

LEGEND:

N O TE

1:100 @ A3

Lawn Bowls Court

n St

George St

SK-302

The existing Waterloo tower is renovated to ARCHITECTURE improve certain aspects WEAKNESS of the building such as Internal Layout Need for more floor area the internal layout to Space for pots and plants SHADOW STUDY - WINTER SOLSTICE - 11AM increase more floor area, Pots and plants are in the communal area Verntilations ventilations and green Bad ordor because of poor ventiltion areas. Number of dwellings

George St

SK-302

3300

Relocation of lift to allow addition floor area 5for communal6 area

____________________

1:500 @ A1

George St

____________________

1:1000 @ A3

n St

station

Social space, allow space for shared kitchen, dining and reading to improve social connectivity

N O TE WATERLOO SOCIAL HOUSING RDEVELOPMENT 0 10 20

Ragla

Pitt St

GROUP 1

Pitt St

D o notscale draw ings.Verify alldim ensions on site. This draw ing is N O T SU ITABLE forconstruction.

1 : 500 @ A1

C LIEN T

W ATERLO O H O U SIN G ESTATE

SHADOW STUDY - WINTER SOLSTICE - 10AM 1 : 500 @ A1

SHADOW STUDY - WINTER SOLSTICE - 11AM 1 : 500 @ A1

C LIEN T

W ATERLO O H O U SIN G ESTATE

OPPORTUNITIES 4

____________________

Resi unit to remain untouched to allow affordability SK-302

Internal Layout Addition to floor area

G SI N U O H

6180

O C

WT EN ES AT TA ER TE LO

D RAW IN G N O .

ISSU E

SK-101 JO B N O .

SC ALE

LEVEL 1 FLO O R PLAN

D RAW N BY

C H EC KED BY

LEGEND:

SHADOW STUDY - WINTER SOLSTICE - 1PM 1 : 500 @ A1

community garden

D ATE

1 : 500 @ A1

1 :500@ A1

D RAW N BY

C H EC KED BY

URBAN PLANNING - LANDSCAPE

SH AD O W STU D Y D IAG RAM D RAW N BY

C H EC KED BY

TARU N G A TO W ER TRAN SFO RM ATIO N -

D RAW IN G N O .

JO B N O .

N 4

SHADOW STUDY - WINTER SOLSTICE - 12PM 1 : 500 @ A1

LEGEND:

SHADOW STUDY - WINTER SOLSTICE - 1PM 1 : 500 @ A1

WATERLOO SOCIAL HOUSING RDEVELOPMENT

GROUP 1

SHADOW STUDY - WINTER SOLSTICE - 3PM 1 : 500 @ A1

ISSU E

SK-400 XXX-1500

pingpong table outdoor desk & chairs

GROUP 1

SH AD O W STU D Y D IAG RAM

TI TL

AL E YS IS

SI TE

CH EC KE

1 : 500 @ A1

D RAW IN G TITLE

SHADOW STUDY - WINTER SOLSTICE - 3PM

D RAW IN G TITLE

SHADOW STUDY - WINTER SOLSTICE - 3PM IN G

SC ALE

1 : 500 @ A1

D ATE

1 :500@ A1

SC ALE

D ATE

1 :500@ A1

D RAW IN G TITLE

SH AD O W STU D Y D IAG RAM D RAW N BY

C H EC KED BY

WATERLOO SOCIAL HOUSING RDEVELOPMENT

URBAN PLANNING - PUBLIC FACILITY

SHADOW STUDY - WINTER SOLSTICE - 12PM

SC ALE

DR AW

ING RN MO MMER SU N SU

SC AL

DR AW

XXX-1500

:2 E 00 @

NO .

IN G

PR O

JO B N O .

SK -0 11

1 : 500 @ A1

JO B

SHADOW STUDY - WINTER SOLSTICE - 1PM

X-1 . 50 0

SHADOW STUDY - WINTER SOLSTICE - 12PM 1 : 500 @ A1 CONCEPTUAL FLOOR PLAN

n St

ISSU E

SK-400 JO B N O .

ISSU E

Ragla

D RAW IN G N O .

XXX-1500

SK-400

IS SU E

T JE TR ARU CT AN N SF G A O TO RM W AT E IO R N

Retain existing fire stairs to allow feature for social interaction between levels

DR AW

Number of dwellings Expansion of building to permissible height

D RAW IN G N O .

Existing kitchen to be relocated to comunal area, therefore increase floor area

n St

George St

1 : 50 @ A1

TRAN SFO RM ATIO N

TARU N G A TO W ER TRAN SFO RM ATIO N

Ragla

Verntilations Include openings for cross ventilationsTARU N G A TO W ER PRO JEC T

D ATE

D RAW IN G TITLE

George St

LEVEL 1 FLOOR PLAN WIN RNIN G SU TER N

1 :50@ A1

XXX-1500

PRO JEC T

E 1

Pitt St

Space for pots and plants Opportunity for winter garden Use obselete space for new apartment

PRO JEC T

W ER Extended balcony with planterTARU toNSFOG ARMTOATI TRAN ON increase permeability - improve passive surveilance

Pitt St

Balcony slits to allow daylight access to lower levels

CONCEPTUAL FLOOR PLAN 22 VI

N OO N RN TE ER SU AF NT WI

GROUP 1

WATERLOO SOCIAL HOUSING RDEVELOPMENT

WATERLOO HOUSING ESTATE

WATERLOO HOUSING ESTATE CGI

Mass

5.3 5.3 DESIGN DESIGN CONCEPT CONCEPT 5.3 5.3 DESIGN DESIGN CONCEPT CONCEPT 5.3 DESIGN CONCEPT

M A

H 1

__________

SK-402

19 2

JSTATU S

N STATU S

PRELIMINARY

D o notscale draw ings.Verify alldim ensions on site. This draw ing is N O T SU ITABLE forconstruction.

____________________

SK-301

N O TE

1:500 @ A3

N O TE

1:250 @ A1

1:500 @ A3

1:250 @ A1

Mass Mass

Increase Increasesocial socialmix mix

MassMass 25 Mass

Introduce Introducetypology typology

Increase Increase social mix mix Increase social mix social

Social mix includes invidividual of different age group, culture, and economic variance.

Introduce Introduce typology typology Introduce typology

Different types of internal layout is implemented according to different individual needs.

Communal space to connect each unit

vert

Commual areas is located in between units to creating opportunity for interaction.

28 __________

SK-405

C LIEN T

W ATERLO O H O U SIN G ESTATE

35 1

35 Communal Communalspace space Ramp Rampand and Void Void to toconnect connecteach eachunit unit vertical verticalcirculation circulation for forsunlight sunlight 36 Communal Communal space space Ramp Ramp and and Communal space Ramp and to connect to connect eacheach unit unit vertical circulation circulation to connect each unit verticalvertical circulation

SK-303

H 1

__________

SK-402

____________________

SK-301

38 M 39

W ATERLO O H O U SIN G ESTATE

____________________

C LIEN T

PRO JEC T

TARU N G A TO W ER TRAN SFO RM ATIO N -

N 1

GROUND LEVEL SITE PLAN 1 : 250 @ A1

38 D RAW IN G N O .

ISSU E

SK-102 JO B N O .

SC ALE

XXX-1500

1 :250@ A1

D RAW IN G TITLE

D RAW N BY

D ATE

PRELIMINARY

D o notscale draw ings.Verify alldim ensions on site. This draw ing is N O T SU ITABLE forconstruction.

G RO U N D LEVEL SITE PLAN

TARU N G A TO W ER TRAN SFO RM ATIO N

Vertical circulation is added to Void GROUP and openings are designed Outdoor gardening is carefully GROUP11 WATERLOO WATERLOOSOCIAL SOCIALHOUSING HOUSINGRDEVELOPMENT RDEVELOPMENT 35 35 allow childrens to live above to enhance ventilation and placed to create activiies 1 GROUND LEVEL SITE PLAN SK-102 1 : 250 @ A1 GROUP 1 1 WATERLOO WATERLOO SOCIAL SOCIAL HOUSING HOUSING RDEVELOPMENT RDEVELOPMENT GROUPGROUP 1 WATERLOO SOCIAL HOUSING RDEVELOPMENT 35 while elderly can live at the sunlight into the units. around the building for passive 35 bottom. surveillance. -

ISSU E

JO B N O .

SC ALE

XXX-1500

1 :250@ A1

D ATE

D RAW IN G TITLE

G RO U N D LEVEL SITE PLAN

C H EC KED BY

N O TE 1:500 @ A3

D RAW N BY

C H EC KED BY

1:250 @ A1

21 22 23

One of the main goal of a social housing 24is to make the building affordable to many individual with special needs. Therefore the proposal aims to create units that are 25modular with features to reflect the vision of a welcoming community. 26

01 __________

WATERLOO HOUSING ESTATE 28

Platform Platform Platform for gardening for gardening for gardening

PRO JEC T

D RAW IN G N O .

STATU S

Platform Platform for forgardening gardening Void Void Void for sunlight for sunlight for sunlight

WATERLOO HOUSING ESTATE ENTRANCE VIEW LOOKING NORTH EAST The project proposes the integration of a new mixed-use urban landscape, with a focus on user-defined community spaces, and a new housing typology centered on intergenerational living. The process of revitalization can be categorized into two primary strategies.

WATERLOO HOUSING ESTATE CGI By creating informal ownership of public spaces, the project strives to cultivate a sense of belonging and place to existing and future residents. Additionally, this will improve on current security concerns through the natural increase in surveillance. And lastly, the project aims to accommodate the natural transition of the WHE demographic by fostering a culture that aligns with the wants, needs, and values of its residents.

02 INNER CITY SURRY HILLS HIGH SCHOOL 242A CLEVELAND ST, SURRY HILLS NSW 2010

PROJECT TYPE PROJECT TEAM PERSONAL ROLE SOFTWARE USED PROJECT YEAR INSTITUTION

This project proposes a 10 storey School to accomodate the demand of educational facilities in conjunction with sensitive land usage. Located in Surry Hills, the site consist of existing heritage building and landscaping with proposed building to the north. The facade of the building faces towards the park is semi

Education / Adaptive Reuse Group work Cad / Renders / Model Making Revit / Rhino 3D / V-ray 2018 UTS

transpoarent with mesh frames to encourage exposure to the real world - creating a new way of threatric exibition by using the facade. The project scheme is conceived in response to the foresight of the operation of schools in the future that is embedded in new technological innovations.

POST ADVERSITY GROWTH

CONCEPT DIAGRAMS 242A CLEVELAND ST, SURRY HILLS NSW 2010

G MA

As part of the post-adversity learning experience, the public acts an important role PUBLIC REALM for the school for interactions

Instead of traditional leaning style, a new artistic focused syllabus are promoted in the HYBRIDIZED ART OUTCOME school.

Exposition is the second stage of the new pedagogy, an adversity. During the EXPOSITION weekends, exhibiton takes place in school.

AS PART OF THE POST-ADVERSITY LEARNING EXPERIENCE, PUBLIC ACTS AN IMPORTANT ROLE OF THE SCHOOL. STUDENTS ARE ASKED TO CURATE THEIR OWN EXHITBITION FREQUENTLY, ALL ARTWORKS WILL BE EXPOSE TO THE PUBLIC WHICH ENCOURAGE STUDENT TO INTERACT WITH THE PUBLIC.THEREFORE, STUDENT WILL LEARN NOT JUST ACADEMIC KNOWLEGDE BUT ALSO SOFT-SKILL FOR THE FUTURE CAREER SUCH AS COMMUNICATION, COLLABORATION AND EXPOSITION.

INSTEAD OF TRADITIONAL LEANING STYLE, A NEW ARTISTIC FOCUSED SYLLABUS ARE PROMOTED IN THE SCHOOL. HYBRIDIZE LEANING INCLUDES STEM SUBJECTS (SCIENCE, TECHNOLOGY, ENGINEERING AND MATHEMATICS) TO BE THE CORE OF LEARNING WITH AN ARTISTIC OUTCOME.

EXPOSITION IS THE SECOND STAGE OF THE NEW PEDAGOGY, AN ADVERSITY. IN THE WEEKEND, THE SCHOOL WILL BE TRANSFORMED TO A EXHITBITION HALL WHILE DIFFERENT TYPES OF ARTWORK, SUCH AS VISUAL ART, PERFORMING ART AND MUSIC, DISSOLVES THE BUILDING IN DIFFERENT FORMS.

THIS MODE OF LEARNING DEMANDS A FLEXIBLE SPACE TO TRANSFORM BETWEEN NORMAL MODE (STEM) AND HYBRIZED MODEL (STEM = ART).

Post adversarial demands - mentally healing. Demand for nature is the most HEALING PROCESS important element in the healing process. POST ADVERSARIAL DEMANDS - MENTALLY HEALING. DEMAND FOR NATURE IS THE MOST IMPORTANT ELEMENT FOR HEALING PROCESS. THUS, THE SCHOOL WILL PROVIDE HEALING SPACES WITH NATURAL ELEMENTS FOR STUDENT TO HEAL INDEPENDENTLY. IN THE HEALING SPACES, STUDENTS ARE ISOLATED BUT STILL CONNECTED TO NATURE, THESE SPACES ALLOW THEM TO DO VARIES ACTIVITIES WHICH INCLUDING ART, SUCH AS PAINTING, GRAFFITI, MUSIC, MEDITATION, ETC.

The structure of the building is exposed to reflect the pedagogy as educational and exposure.

HVAC services are distributed under the floor plate across the entire building

Circulations include lift core, fire stairs and the main exhibition stairs for the public.

POST ADVERSITY GROWTH

GA DRAWINGS 242A CLEVELAND ST, SURRY HILLS NSW 2010

COLLABORATIVE LEARNING AREA

+0.0

-2.0 COLLABORATIVE LEARNING AREA

OUTDOOR HEALING MODULE

OUTDOOR MAIN STAIRS

-2.00m

-2.0

+0.0

OUTDOOR HEALING MODULE

STUDENT GALLERY WALLS

ISOLATED OUTDOOR HEALING SPACE

STUDENT GALLERY WALLS

ENGINEERING LEARNING SPACE/ HYBRIDIZED LEARNING SPACE

ISOLATED HEALING SPACE

MATHEMATICS LEARNING SPACE/ HYBRIDIZED LEARNING SPACE

-4.00m

COLLABORATIVE LEARNING STAIRS/ LIBRARY

ADAPTIVE HALL LEVEL 1:500 (LEVEL 1,2)

PLANT ROOM

FLOOR PLAN LEVEL 1

STUDENT GALLERY WALLS

ACCESS TO UNDERGROUND LOADING ZONE

ISOLATED HEALING SPACE

HYBRIDIZED LEARNING WORKSHOP SCIENCE LEARNING SPACE/ HYBRIDIZED LEARNING SPACE

GOODS LIFT -2.00m

STUDENT PANTRY -4.00m

FIRE STAIRS

TOILET

OUTDOOR HEALING SPACE

TOILET PRINTING ROOM

MAIN CORES

FIRE STAIRS

COLLABORATIVE LEARNING AREA

-4.00m

OUTDOOR PERFORMANCE SPACE -3.00m

-4.00m -2.00m

PUBLIC GALLERY

PUBLIC RESTAURANT BUILDING

-2.00m

STAFF PRIVATE BRIDGE +0.00m

ADMINISTRATION BUILDING

BUS DROPOFF ZONE -3.00m

COLLABORATIVE LEARNING AREA

+0.00m

FLOOR PLAN LEVEL A (LEVEL 4, 7 & 10)

HYBRIDIZED LEARNING LEVEL A 1:500 (LEVEL 4, 7,10)

POST ADVERSITY GROWTH

FLOOR PLAN LEVEL B (LEVEL 5, 8 & 11)

HYBRIDIZED LEARNING LEVEL B 1:500 (LEVEL 5, 8, 11)

SECTION PERSPECTIVE 242A CLEVELAND ST, SURRY HILLS NSW 2010

The pedagogy here aims to foster student’s creativity by building confidence; in other words to approach mistake with full receptivity as the ultimate trait as a student. Receptiveness offers not only gaining creativity, but to inevitably enhance innovation, collaboration.

POST ADVERSITY GROWTH

PHYSICAL MODEL 242A CLEVELAND ST, SURRY HILLS NSW 2010

SURRY HILLS HIGH SCHOOL VIEW LOOKING WEST Exposition is the second stage of the new pedagogy, an adversity. In the weekend, the school will be transformed to a exhitbition hall while different types of artwork, such as visual art,performing art and music, dissolves the building in different forms.

03 AQUATIC RESEARCH CENTRE

Newington Armory Wetland and Aquatic Research Centre

PROJECT TYPE PROJECT TEAM PERSONAL ROLE SOFTWARE USED PROJECT YEAR INSTITUTION

The aim of this project is to design a building that resod and adapt to the changing environment. As a consuquence of ocean warming and sea level rise, the risk of ocean acidification and coastal erosion on costal communitise increase as well as for future genrations. Thus, with estimate sea level rise which is about 1.1m in Australia,

Research Laboratory Group work Designer / Renders / CAD Grasshopper / Rhino / V-ray 2019 Uni. Sydney

immediate architectural solutions for this issue is crucial. The project involves careful considerations on architectural solutions and material selections to prevent and challenge wicked poblems, especially on the Sydney Olympic Park peninsula.

POST ADVERSITY GROWTH

CONCEPT DEVELOPMENT AQUATIC PATTERNS The root system inspired by the aquatic plants whilst develoming a from of resilience towards rising sea levels in the future. The rules emplyed takes on the spatial uality of the criss-crossing roots beneath the water surface. The project envisions to create a prototype that imposes tranquil and sublime under water spatial quatliy composed of complex root system of aquatic plants. The irregular forms of roots intersect at different levels generating more dynamic appearance.

MANGROVE RESEARCH CENTRE CGI

External view looking north

The project involves careful considerations on architectural solutions and material selections to prevent and challenge wicked poblems, especially on the Sydney Olympic Park peninsula. The project is composed of two major phases, with first phase desingated to create a protoype upon precedent research derived from rule base system.

Entrance view looking north west

The Sydney Olmypic Park Wetland and Aquatic Research Centre project aims to create a discovery centre that reposnds and adapts to the climate changes and create a pivotal point for public and nature of the Sydney Olympic Park. Ispired by the extensive root systems of aquatic plants, it presents underwater abience and blurs the notion of inside and outside, sets up a clear entry point for the Newington Amrmory site.

MODEL MAKING 1. DUBAI EXPO 2020

01 DUBAI EXPO 2020

PROJECT TYPE PROJECT TEAM PERSONAL ROLE SOFTWARE USED PROJECT YEAR INSTITUTION

This project aims to propose a dome-shaped Pavilion to reflect the cultures around the middle east. Expos are meant to be Architecture’s Disneyland and this pavilion aims to challenge structural solutions by creating playful ways of structural design. The building is broken down to 3 main parts which includes the

DUBAI EXPO 2020

Pavilion Group work Designer / Model making Grasshopper / Rhino / 2019 Uni. Sydney

primary structure that is the legs and the compression rings, the secondary structure that is the inverted king post structure. Together the model could span around 600 mm. Intricate parts such as the footings and pin joints are 3D printed and painted black to separate the hierachy of the structure.

FREELANCE •

GLOW Resource Home School Interior Renovation

01 GLOW Resource Home School Interior Renovation

PROJECT TYPE PROJECT TEAM PERSONAL ROLE SOFTWARE USED PROJECT YEAR INSTITUTION PROJECT BUDGET

GLOW Resource has bought a commercial unit in Malaysia and intends to convert it into a private school. The company hired me as a designer to document design proposals and then for tender. Under a tight budget, I have

GLOW Recourse

Interior Renovation Individual Designer / Renders / CAD Revit / Enscape 2020 Freelance 60,000 AUD

proposed minimal changes to the existing fabric of the units. In addition, due to small project budget, the design explores 2 options with the client. The project took 2 weeks to complete and the final document is then brought to a builder for tender.

SK-100 JO B N O .

LOOR PLAN 1

REAR

D RAW N BY

3 C H EC KED BY

PRELIMINARY D o notscale draw ings.Verify alldim ensions on site. This draw ing is N O T SU ITABLE forconstruction.

N O TE 1:100 @ A3

1000

2000

1000

2000

1:50 @ A1

N O TE 1:100 @ A3

6401

1:50 @ A1

2 CONCEPTGARBAGE PROTOTYPE GARBAGE

As indicated@ A1 FLO O R PLAN G RO U N D LEVEL & M EZZAN IN E

D RAW IN G TITLE

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D ATE

D AN 2009

MEZZANINE FLOOR PLAN

REAR

STATU S

SC ALE

STATU S

DEMOLISHED WALL

1654

6401

3838 ROOM Newington Armory Wetland and ROOM Aquatic Research Centretre CL

GARBAGE ROOM

1654

3838

2837

500

710

2160

660

1341

1250

RECEPTION COMMUNAL STAIRSUNITSTAIRS 11 TBC TBC AREA/CHARGER STAIRS TBC

GPO INWIDTH WALL OF STAIRS

STAIRS TO BE

1300

2160

2723

VESTIBULE

STORAGE UNIT

4035

GROUND LEVEL FLOOR PLAN

GROUND LEVEL FLOOR PLAN A

FRONT

WINDOW FROM PRINCIPAL'S OFFICE STAIRS TO BE DEMOLISHED

D ATE

PU RPO SE O F ISSU E

C LIEN T

G LO W Resource

JIM M Y N G ArchitecturalD raftsperson

STAIRS TBC

TIMBER BATTONS ABOVE

JI M Y NG SYDM N EY 501/248 C ow ard Street,M ascotN SW 2020 Ar chitecturalD raftsperson Ph:+61 45 092 6293

D ATE

C LIEN T

G LO W Reso SYD N EY 501/248 C ow ard Street,M ascotN SW 2020 Ph:+61 45 092 6293

STAIRS TO BE DEMOLISHED

JIM M Y N G Architectura PRO JEC T

A 2

MEZZANINE FLOOR PLAN

STAIRS TBC

1 : 50 @ A1

A 2

STAIRS TBC

SIGNAGE BOARD UPON ENTRY

4560

TIMBER BATTONS ABOVE

PRINTER AND COUNTERTOP

948

1 : 50 @ A1

ISS

STAIRS TO BE DEMOLISHED

ENQUIRY ROOM TBC

VESTIBULE

EXISTING GPO IN WALL

ROOM TBC

ISS

SIGNAGE BOARD UNIT 12 UPON ENTRY

STAIRS RECEPTION 3 TBC

STAIRS TBC

CORRIDOR ON MEZZANINE

1250

LBRY

1:50 @ A1

STAIRS TO BE DEMOLISHED

CLASSROOM 1

WHITEBOARD

2350

710 948

VESTIBULE

STAIRS ENQUIRY ROOM TBC TBC

COMMUNAL AREA BENEFITS FROM PARTY WALL DEMOLISHED

660

RECOMENDED CLEARANCE UPON ENTRY TO ALLOW FRONT GATHERING SPACE 1 : 50 @ A1

CLASSROOM 1 CORRIDOR ON MEZZANINE

STAIRS TO BE DEMOLISHEDAREA COMMUNAL BENEFITS FROM PARTY WALL DEMOLISHED COMMUNAL AREA PRINCIPAL'S PRINTER BENEFITSAND FROM COUNTERTOP OFFICE PARTY WALL DEMOLISHED

1341

FRONT

ENQUIRY ROOM TBC

TEACHER'S TABLE

500

STAIRS RECEPTION VESTIBULE TBC

CLASSROOM 1

PRINCIPAL'S OFFICE

2350

LBRY

N O TE 1:100 @ A3

GISSLO WD ATEResource PU RPO SE O F ISSU E

4602

660

ROOM TBC

CORRIDOR ON MEZZANINE

SIGNAGE BOARD PRINTER AND UPON ENTRY COUNTERTOP

MEZZANINE ABOVE

948

4035 4035

2377

4560

1250

4602

WALL TO BE

TIMBER4560 BEAM OVERHEAD. SEE SECTION

KITCHEN

MEZZANINE ABOVE

VESTIBULE DEMOLSIHED LBRY

TO BE CHECK TO MAXIMIZE LENGTH EXISTING OF SHELVE GPO IN WALL

1341

16344

710

TIMBER BATTONS TO ALLOW PRIVACY

STORAGE UNDERNEATH

WC UNIT 12

PROPOSED WALL

C LIEN T

WINDOW FROM PRINCIPAL'S OFFICE

DEMOLISHED STAFF OFFICE WINDOW FROM

2350

16344

1300

VESTIBULE EXISTING STAIRS

COMMUNAL 1973 AREA/CHARGER

1350

WHITEBOARD

16244

500

3094

2160

UNIT 11

UNIT 12

EXISTING WALL

STORAGE UNIT

PRINCIPAL'S OFFICE

3094

900

1036 MEZZANINE ABOVE COMMUNAL 2377 AREA/CHARGER

UNIT 11

4602

16344

MEZZANINE ABOVE RECTANGLE TABLE TO AGAINST WALL

ROOM TBC

WHITEBOARD TEACHER'S TABLE

STAIRSPRINCIPAL'S STAIRS TBC OFFICE TBC

MEZZANINE ABOVE

D o notscale draw in This draw ing is N O T

STORAGE UNIT

16244

CAFETERIA 2377 WC

KITCHEN

ASSUMED TOILET 1300 LAYOUT

1372

TEACHER'S TABLE

GARBAGE GARBAGE STAFF OFFICE 2723 ROOM ROOM

MEZZANINE STORAGE ABOVE UNITS

2723

16244

3109

KITCHEN

1973

2837

1350

WC3838

1036

STAFF OFFICE

EXISTING WALL DEMOLISHED WALL PROPOSED WALL

2637

STAIRS TBC

3109 2637

1973 2837

1350

STAIRS TBC

3094

900

1036

STAIRS TBC

2637

6401

1654

900

CAFETERIA

STAIRS TBC

STAIRS REAR STAIRS TBC TBC

3109 1372

CAFETERIA

GARBAGE ROOM

1372

PRELIMI

3 3

N o.11-12,Jalan M aisons 1, PusatPerdagangan M aisons, TIMBER BATTONS 48000 Raw ang, Selangor PRO JEC T ABOVE N o.11-12,Jalan M aisons 1, D RAW IN G N O . ISSU E PusatPerdagangan M aisons, 48000 Raw ang,Selangor

SK-100

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D AN 2009

A i A FLO O R PLAN M EZZAN IN E

MEZZANINE FLOOR PLAN

D RAW IN G TITLE

1 : 50 @ A1

D RAW N BY

GLOW Resource

GLOW Resource Reception

The reception is an impotant aspect of the project as it needs to attract families with a warm and welcoming feeling upon arrival.

GLOW Resource Library

The libary is a small addition to the retail units as it aims to be the students gathering area, waiting for their parents as well as break in between classes.

02 ERMINGTON DUPLEX CC PACKAGE

Duplex Residential Freelance CC documentaiton Revit / Enscape 2022 Freelance

W7 U23

BC.01

Curtain Wall Frame

U23A

45340

D1 U23A

W0.1 U23

TOW 38.590

TL.01

PT.02

TL.01

TOW 39.670

A-3001 TL.01

36990

TOW 38.930

A-5001

A-3004

A-3003

A-3002

A-5003

FFL 39.590

D1 U23A

SHOE RACK 5 SHELVES

D3 U23A

TL.01

W0.1 U23

FFL 39.590 UNIT 23/A

TL.02

MIN 1:100

D5 U23A

D6 U23A

THEATRE TL.01

MIN 1:100

D8 U23A

RL 38.746

RL 39.165

FFL 39.590

INITIAL

COUNCIL AREA : PARRAMATTA COUNCIL Author DRAWN BY: CHECKED BY: Checker CLIENT N/A : DRAWING TITLE: WEST ELEVATION

SITE ADDRESS: 23 LISTER AVE, ERMINGTON LOT Approver | DP: Designer | SEC: :ISSUED FOR: Issued for CC PROJECT TYPE: RESIDENTIAL SCALE: 1 : 100 DATE: 31.10.20

REV: P1 SHEET NO.:

1 A-2003

W2 U23

W3 U23

W4 U23

FW TO SUB CONCRETE FLOORING. HYDRAULIC ENGINER TO ADVISE

STEP REQUIREMENT AT DOOR THRESHOLD

PIT

W5 U23

W6 U23

A-3001

5 RL 38.409

CLOTHING LINE

RL 38.527

12575

RISER STACK TO BE REVIEWED FOR U23A

BOUNDARY SCREENING PLANTING TO SIDE BOUNDARY TO LANDSCAPE ARCHITECT'S DETAIL

A-2001

1 : 100

REV

DATE

P1 27.03.22

Ermington

RL 38.890

MIN 1:100

GA - GROUND FLOOR PLAN 00.02

DESCRIPTION

ISSUED FOR INFORMATION

DEEP SOIL ZONE

FFL 39.590

W1 U23

PLANTING STRIP TO LANDSCAPE ARCHITECT DETAIL

A-3002

RL 39.079

FFL 39.590

TL.01

MIN 1:100

A-2004 RL 39.370

FFL 38.846

A-3001

BOUNDARY

3 1

D9 U23A

LIVING

W/C W/C

KITCHEN

D7 U23A

MIN 1:100

D3.1 U23A

TOW 37.890

PIT

LIVING

SCREENING BETWEEN BOUNDARY PLATNING TO LANDSCAPE ARCHITECT'S DETAIL

DATE

1599 A-3003

LNDRY

MIN 1:100

LNDRY WIP

9 10 11 12 13 14 15 16

GRID

4010

MIN 1:100

3506

KITCHEN

GRID

TL.02

MIN 1:100

D11 U23

A-3004

1450

8 7 6 5 4 3 2 1

1 : 100

P1 27.03.22

W7 U23A FW

WEST ELEVATION

REV

FFL 39.030

D8 WIP FW MIN 1:100U23

PROJECT NO :

INDICATIVE LOCATION OF OSD TANK TO CIVIL ENGINEER'S DETAIL

TL.01

D2 U23A

5 MATURE PLANTING TO DEEP SOIL TO LANDSCAPE ARCHITECT'S DETAIL

17 16 15 14 13 12 11 10

STAIR 02/A

ENTRY

TL.01

DEEP SOIL ZONE

FFL 39.590

FFL 39.590 D7 U23

STAIR 02

W0.2 U23

TL.01

TOW 37.890 BASEMENT LEVEL FFL

INDICATIVE LOCATION OF OSD TANK TO CIVIL ENGINEER'S DETAIL

TL.01

MIN 1:100

TL.01

D22 U23

1 2 3 4 5 6 7 8 9

A-5002

U23A STUDY

FFL 38.830

39570 D20

TL.01

D2 U23

FFL 39.570

TOW 38.930

TL.01

STAIR 01/A

GROUND FLOOR SSL TL.01

TL.01

LIVING

D4 U23

FFL 39.590

TOW 38.590 A-3002

REFER TO LANDSCAPE ARCHITECT'S DRAWING FOR PLANTING STRIP DETAIL

PT.02

MIN 1:100

TL.01

UNIT 23/A

LEVEL 1 SSL

ALU.01

5800

BAL.01

D1 U23

MIN 1:100

D10 U23

MIN 1:100

W/C

FFL 39.590

D1 U23

LIVING

42420

GD.1 U23

DRIVEWAY KERB

3506

D10 U23A

CLOTHING LINE

DESCRIPTION

ISSUED FOR INFORMATION

INITIAL

COUNCIL AREA : PARRAMATTA COUNCIL Author DRAWN BY: CHECKED BY: Checker CLIENT N/A : DRAWING TITLE: GA FLOOR PLAN - GROUND FLOOR

SITE ADDRESS: 23 LISTER AVE, ERMINGTON | DP: Designer LOT Approver | SEC: :ISSUED FOR: Issued for CC PROJECT TYPE: RESIDENTIAL SCALE: 1 : 100 DATE: 31.10.20

REV: P1 SHEET NO.:

00.02

CW7 U23A

TL.01

A-2003 -

ROOF SSL ALL GLASS CLEAR, BLACK FRAMED WINDOWS AND MULLIONS TO MEET BASIX REQUIREMENTS

GARAGE FFL 39.590

A-3003

45940

PARAPET FEATURE TO ENGINEER'S DETAIL ALU.01

CW4 U23

W6 U23A

D6 U23 FW

ENTRY

W3 U23A

U23 D5 U23

A-5001 FFL 39.570

TOW 38.930

PARAPET LEVEL

BAL.01

W5 U23A

12943 BOUNDARY

GRID

2000

D13 U23

W4 U23A

W2 U23A

3416 GRID ACOUSTIC & FIRE RATING REQUIREMENT FOR INTERTANENCY WALL

3987

A-3004

W7 U23

GRID

GARAGE UNIT 23

STAIR 01 FFL 38.830

03.3

SHEET NO.:

GRID

PARAPET TO EXTEND OVER ROOF ANGLE. BOX GUTTERS AND DOWNPIPES TO ENGINEER'S DETAIL

ALU.01

14003

LINEN

FFL 38.690

CONCRETE UPTURN TO FORM DRIVEWAY KERB

W8 U23

3232 GRID

LINEN

UNIT 23/A 3

2768 GRID

LINEN

200mm GRATED DRAIN. REFER TO CIVIL ENGINEER FOR FURTHER DETAILS

1120

5617 GRID W1 U23A

TL.01

BOUNDARY

REV: C

DATE: 31.10.20

SCALE:

A-3001

FFL 38.541

UNIT 23/A

1500

UNIT 23

SITE ADDRESS: 23 LISTER AVE, ERMINGTON | DP: 36597 LOT 13 | SEC: I:SSUED FOR: Issued for DA PROJECT TYPE: RESIDENTIAL

A-1000

PROJECT NO :

A-3002

STAIR RISER EXTENSION TO AVOID NONCOMPLIANCE. LAYOUT TO BE REVIEWED

5280

A-3003

AA AA AA

BOUNDARY

6000

COUNCIL AREA : PARRAMATTA COUNCIL AA DRAWN BY: CHECKED BY: KS CLIENT N/A : DRAWING TITLE: 3D VIEWS

INITIAL

CLIENT REVISION COUNCIL SUBMISSION COUNCIL SUBMISSION

A-2002 -

BOUNDARY

A-3004

DESCRIPTION

13.08.20 05.09.20 08.10.20

00.02

DATE

A B C

PROJECT NO :

REV

TIMBER DECKING

PROJECT TYPE PROJECT TEAM PERSONAL ROLE SOFTWARE USED PROJECT YEAR INSTITUTION

HYD.

SUB

ITION E POS XIMAT LE APPRO ER MANHO W OF SE

SECTIONS GFA DIAGRAM NEIGHBOUR NOTIFICATION

A204 A301 N101

3D FACADE VIEW

DEVELOPMEN

LOT SIZE: 730

COUNCIL COM O/H CABLES

SINGLE STOREY DWELLING, WELLINGTON

HYD.

FLOOR SPACE RATIO

MAX BUILDING HEIG FRONT SETBACK SIDE SETBACK

Single storey residential Freelance CDC package Revit 2022 Freelance

REAR SETBACK CORNER SETBACK LANDSCAPE AREA

3D VIEW

PRIVATE OPEN SPAC

5370

D11

3110 RL 30266

RL 30271

5980

RL 30256

1 : 150

00.02

A201

1 : 150

ITION E POS XIMAT LE APPRO ER MANHO W E OF S

SHEET NO.:

PROJECT NO :

REV: A

GROUND FLOOR PLAN REV P1 P2 P3 A

DATE

06.03.22 16.03.22 04.04.22 04.05.22

DESCRIPTION

ISSUE FOR COMMENTS ISSUE FOR REVIEW ISSUE FOR REVIEW ISSUE FOR CDC

INITIAL

JN JN JN JN

A204

10170 EXISTING NEIGHBOURING SETBACK

RES. FIBRO OF G.I. RO 5 307.30

2 4 N101 A202

UPRIGHT

1500

SOUTH ELEVATION

COUNCIL AREA : DUBBO REGIONAL JN DRAWN BY: CHECKED BY: KS CLIENT N/A : DRAWING TITLE: GROUND FLOOR PLAN

RL 30266

FEATURE WALL FOR FACADE ARTICULATION. PROVISION CAVITY FOR STORMWATER SERVICES

307.71

5 GLASSON STREET EXISTING SINGLE STOEY DWELLING

A203

SITE ADDRESS: 6 GLASSON STREET, WELLINGTON | DP: 36334 LOT 7 | SEC: :ISSUED FOR: Issued for CDC PROJECT TYPE: RESIDENTIAL SCALE: 1 : 150

DATE: 06.03.22

Wellington

RL 30264

DRIVEWAY

REV: A

00.02

1500

RL 30264

DOUBLE GARAGE

SHEET NO.:

A102

PROJECT NO :

D10

ENS

A203

HYD.

TOILET

D12

RL 30296

ENTRY

1500

A203

RL 30261

1000

WIR

BED 1

PROVISION FOR 25% OF TOTAL LANDSCAPE AREA. LANDSCAPE DESIGN BY OTHERS

Boundary 46.940 m

DATE: 06.03.22

RL 30275

CONCRETE

D14

SITE ADDRESS: 6 GLASSON STREET, WELLINGTON | DP: 36334 LOT 7 | SEC: :ISSUED FOR: Issued for CDC PROJECT TYPE: RESIDENTIAL

CW1

CORRIDOR

DINING 950

LIVING

RL 30268

A203

SCALE: 1 : 150

2980

Boundary 15.545 m

STUDY

D13

A204

COUNCIL AREA : DUBBO REGIONAL JN DRAWN BY: CHECKED BY: KS CLIENT N/A : DRAWING TITLE: NORTH & SOUTH ELEVATION

TOILET

D16

1360

INITIAL

3200 BED 2

GLASSON STREET

LDY

ALFRESCO

RL 30272

JN JN

Boundary 15.545 m

WIP

KITCHEN

RL 30270

G 1

2200

BED 3

D15

N101 A201

A203

3200

1500

3810

PRIVATE OPEN SPACE

CW1

30370

3200 BED 4

34870

GROUND FLOOR LEVEL

DESCRIPTION

RL 30279 10000

33370

3000

3000 D9

3480

A203

30370

ISSUE FOR REVIEW ISSUE FOR CDC

RL A 30270

ROOF LEVEL

3520

3000

RIDGE LINE

8°

800

6780

1500

LOT 6

1500

LOT 7 GLASSON STREET

OUND FLOOR LEVEL

FRONT SETBACK

BOUNDARY

4500

33370

1EQ 3

B RL 30284

LOT 6 GLASSON STREET

7°

34870 ROOF LEVEL

A203

1500

RIDGE LINE

LOT 5 GLASSON STREET

A204

N101 A202

RL 30288

A204

COUNCIL AREA : DUBBO REGIONAL JN DRAWN BY: CHECKED BY: KS CLIENT N/A : DRAWING TITLE: GENERAL INFORMA

A203

RL 30280

INITIAL

JN JN

RL 30289

DESCRIPTION

ISSUE FOR REVIEW ISSUE FOR CDC

RL 30286

DATE

P3 04.04.22 A 04.05.22

REV

7 GLASSON STREET EXISTING EMPTY SITE UNDER CDC DEVELOPMENT PROPOSAL

K B H MAR BENC OLE IN KER H DRILL R.L. 302.94 . .D .H A

FENCE

KERB

GLASSON STREET

PROJECT TYPE PROJECT TEAM PERSONAL ROLE SOFTWARE USED PROJECT YEAR INSTITUTION

THANK YOU

CONTACT INFO https://www.linkedin.com/in/jimmy-ng-689237172 Email Id: kimhan_jim1997@hotmail.com Ph: +61 45 092 6293