development application · 2020. 8. 13. · development application pdplanpmtd-2020/009857...

DEVELOPMENT APPLICATION

PDPLANPMTD-2020/009857

APPLICANT: Creative Homes Hobart

PROPOSAL: 4 Multiple Dwellings

LOCATION: 5 Jardinelle Road, ROKEBY

RELEVANT PLANNING SCHEME: Clarence Interim Planning Scheme 2015

ADVERTISING EXPIRY DATE: 31 August 2020

In addition to the Application Form(s), Certificate of Title(s) and any associated

consent documents the following information is available on request:

• Nil

The relevant plans and documents can be inspected at the Council offices, 38 Bligh

Street, Rosny Park, during normal office hours until 31 August 2020.

Any person may make representations about the application to the General

Manager, by writing to PO Box 96, Rosny Park, 7018 or by electronic mail to

[email protected]. Representations must be received by Council on or before

31 August 2020.

To enable Council to contact you if necessary, would you please also include a day

time contact number in any correspondence you may forward.

Any personal information submitted is covered by Council’s privacy policy, available

at www.ccc.tas.gov.au or at the Council offices.

mailto:[email protected]

http://www.ccc.tas.gov.au/

PROJECT ADDRESS: 5 JARDINELLE ROAD, ROKEBY

TITLE REFERENCE: VOLUME: FOLIO: 431

CLIENTS: Le Minh Trang Phan

DESIGNER: INGE BROWN, CC 6652

DRAWINGS: 01 PROPOSED SITE PLAN02 PROPOSED UNIT 1 FLOOR PLAN03 PROPOSED UNIT 1 ROOF PLAN04 PROPOSED UNIT 2 FLOOR PLAN05 PROPOSED UNIT 2 ROOF PLAN06 PROPOSED UNIT 3 FLOOR PLAN07 PROPOSED UNIT 3 ROOF PLAN08 PROPOSED UNIT 4 FLOOR PLAN09 PROPOSED UNIT 4 ROOF PLAN10 PROPOSED UNIT 1 ELEVATIONS11 PROPOSED UNIT 1 ELEVATIONS12 PROPOSED UNIT 2 ELEVATIONS13 PROPOSED UNIT 2 ELEVATIONS14 PROPOSED UNIT 3 ELEVATIONS15 PROPOSED UNIT 3 ELEVATIONS16 PROPOSED UNIT 4 ELEVATIONS17 PROPOSED UNIT 4 ELEVATIONS18 TYPICAL SECTION A-A19 TYPICAL WINDOW SCHEDULE

FLOOR AREAS:

SOIL CLASSIFICATION: PWIND CLASSIFICATION: N2CLIMATE ZONE: 7BUSHFIRE ATTACK LEVEL: N/AALPINE AREA: N/ACORROSION ENVIRONMENT: N/A

CREATIVE HOMES HOBART, CNR OF ELWICK ROAD & BROOKER HIGHWAY, GLENORCHY 7010 PH: 03 6272 3000

Creative HomesHOBART

PER UNIT:

FLOOR AREA: 113.4 m²PORCH: 0.8 m²GARAGE: 24.8 m²

TOTAL AREA: 139.1 m²

LOT 431, NO 5

PROPOSED SITE PLAN

NOTESBUILDER AND SUBCONTRACTORS TO VERIFY ALL DIMENSIONSAND LEVELS PRIOR TO THE COMMENCEMENT OF ANY WORK.GIVE 24 HOURS MINIMUM NOTICE WHERE AMENDMENTS AREREQUIRED TO DESIGN OF WORKING DRAWINGS. THESEDRAWINGS ARE TO BE READ IN CONJUNCTION WITHENGINEERS AND SURVEYORS DRAWINGS AND NOTES. DO NOTSCALE DRAWINGS.DIMENSIONS ARE TO TAKE PREFEREENCE OVER SCALE.BUILDING SPECIFICATION AND ENGINEERS DRAWINGS SHALLOVERRIDE ARCHITECTURAL DRAWINGS.

IMPORTANT NOTICE FOR ATTENTION OF OWNERTHE OWNERS ATTENTION IS DRAWN TO THE FACT THATFOUNDATIONS AND ASSOCIATED DRAINAGE IN ALL SITESREQUIRES CONTINUING MAINTENANCE TO ASSIST FOOTINGPERFORMANCE. ADVICE FOR FOUNDATION MAINTENANCE ISCONTAINED IN THE CSIRO BUILDING TECHNOLOGY FILE 18AND IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SITE INACCORDANCE WITH THIS DOCUMENT.

-THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALLOTHER DRAWINGS SHEETS, CONSULTANTS DRAWINGS,DOCUMENTS, SCHEDULES AND SPECIFICATIONS (ASAPPLICABLE).-THE BUILDER AND SUBCONTRACTOR SHALL ENSURE THAT ALLSTORMWATER DRAINS, SEWER PIPES AND THE LIKE ARELOCATED AT A SUFFICIENT DISTANCE FROM ANY BUILDINGSFOOTING AND/OR SLAB EDGE BEAMS SO AS TO PREVENTGENERAL MOISTURE PENETRATION, DAMPNESS, WEAKENING &UNDERMINING OF ANY BUILDING AND ITS FOOTING SYSTEM.- LOCATION OF ALL EXISTING ONSITE SERVICES TO BECONFIRMED ONSITE PRIOR TO CONSTRUCTION

SOIL AND WATER MANAGEMENT NOTES:SITE TO BE VEGETATED AND PLANTED ACCORDING TO THEHOBART REGIONAL SOIL AND WATER MANAGEMENT CODEOF PRACTICE.

SITE TO BE DISTURBED AS MINIMALLY AS POSSIBLE, (I.E. ONLY

BUILDING, DRAINAGE AND IMMEDIATE ADJOINING AREAS).INSTALL ALL DRAINAGE LINES PRIOR TO PLACEMENT OF ROOFAND GUTTERING.CONNECT IMMEDIATELY ONCE DWELLING IS ROOFED.APPLY TEMPORARY COVERING (E.G. WATERPROOF BLANKETS,VEGETATION OR MULCH) TO ALL DISTURBED AREAS WHERECONSTRUCTION IS ONLY PARTIALLY COMPLETED, WHICH WILLREMAIN EXPOSED FOR A PERIOD OF 14 DAYS OR MORE.

PROTECT ANY NEARBY OR ON-SITE DRAINAGE PITS FROMSEDIMENT BY INSTALLING SEDIMENT TRAPS AROUND THEM.LIMIT ENTRY/EXIT TO ONE POINT AND STABILISE. INSTALLFACILITIES TO REMOVE DIRT/ MUD FROM VEHICLE WHEELSBEFORE THEY LEAVE THE SITE.

NOTEFINAL FFL'S AND DRIVEWAY GRADIENT TBC BYBUILDER AND TO COMPLY WITH BCA ANDAUSTRALIAN STANDARDS

IMPORTANT!SITE INFORMATION AS DRAWN ISAPPROXIMATE ONLY. FINAL SITEINFORMATION IS SUBJECT TO ADETAILED CONTOUR SURVEY BY

LICENSED SURVEYOR.

SOIL CLASSIFICATION:

WIND CLASSIFICATION:

P

N2

m²

%

90mm DOWNPIPEDP

NOTE:ALL PROPOSED STORMWATERTO BE DISCHARGED TO EXISTINGINFRASTRUCTURE

SITE COVERAGESITE AREA 1610.6

PROPOSED BUILDING FOOTPRINT 556.3PROPOSED SITE COVERAGE 34.54

m²EROSION AND SEDIMENT CONTROLMEASURES ARE TO BE IMPLEMENTEDON THE SITE IN ACCORDANCE WITHCOUNCIL REQUIREMENTS

PROPOSEDUNIT 1

DECK

PORCH

GARAGE PARKINGUNIT 1

PROPOSEDUNIT 2

DECK

PORCH


PROPOSEDUNIT 3

DECK

PORCH


PROPOSEDUNIT 4

DECK

PORCH

GARAGE

PARKINGUNIT 4

TURNING

VISITORPARKING

1500

1500

1500

1500

1500

4000

3400

625563555855

7600

5865

DRIVEWAY433.0m²DRIVEWAY

5500

5870

6015 6615

5835

5980 6580

5800

5945 6545

5765

5905

6510

PASSING BA

Y

PASSING BA

Y

PRIVATE OPEN SPACE

PRIVATE OPEN SPACE

GENERAL NOTES:

1. THIS PLAN HAS BEEN PREPARED BY SURVEY PLUS FROM ACOMBINATION OF EXISTING RECORDS AND FIELD SURVEY FOR THEPURPOSES OF SHOWING THE PHYSICAL FEATURES OF THE LANDAND SHOULD NOT BE USED FOR ANY OTHER PURPOSE.

2. TITLE BOUNDARIES SHOWN WERE NOT VERIFIED OR MARKED ATTHE TIME OF THIS SURVEY.

3. SERVICES SHOWN ON THIS PLAN WERE LOCATED WHEREPOSSIBLE BY FIELD SURVEY. THEY ARE NOT A COMPLETE PICTURE OFSERVICES ON SITE. ALL SERVICE LOCATIONS ARE TO BE VERIFIEDBEFORE COMMENCEMENT OF ANY WORK ON SITE, IN PARTICULARTHOSE SERVICES NOT PREVIOUSLY LOCATED THROUGH FIELDSURVEY.

4. SURVEY PLUS CAN NOT ACCEPT LIABILITY WHATSOEVER FORLOSS OR DAMAGE CAUSED TO ANY UNDERGROUND SERVICEWHETHER SHOWN BY OUR SURVEY OR NOT.

5. THIS NOTE IS AN INTEGRAL PART OF THIS PLAN/DATA.REPRODUCTION OF THIS PLAN OR ANY PART OF IT WITHOUT THISNOTE BEING INCLUDED IN FULL WILL RENDER THE INFORMATIONSHOWN ON SUCH A REPRODUCTION INVALID AND NOT SUITABLEFOR USE WITHOUT PRIOR AUTHORITY OF SURVEY PLUS.

6. HORIZONTAL DATUM IS MGA (Map Grid Australia).

7. VERTICAL DATUM IS AHD (Australian Height Datum).

8. CONTOUR INTERVAL IS 0.2 METRES, INDEX IS 1.0 METRES.

9. SURVEY BY ROBOTIC TOTAL STATION AND GPS.

1 . BOUNDARIES ARE COMPILED ONLY FROM S ANDRELEVANT SURVEY INFORMATION OBTAINED FROM LAND TITLESOFFICE AND ARE APPROXIMATE AND SUBJECT TO SURVEY.

11. ALL WINDOWS WERE NOT ABLE TO BE LOCATED DUE TOOBSTRUCTION OF LINE OF SIGHT FROM TOTAL STATION.WINDOW LOCATIONS ARE APPROXIMATE ONLY DUE TO BEINGUNABLE TO BE PERPENDICULAR TO WINDOWS WHEN LOCATINGWITH TOTAL STATION.

3D DATA TURNED OFF IN LAYER CONTROL.· 3D TIN· MAJOR CONTOUR 3D· MINOR CONTOUR 3D

IMPERVIOUS AREASITE AREA 1610.62

PROPOSED BUILDINGS FOOTPRINT 556.3

PROPOSED DRIVEWAYS 433.0

PROPOSED TOTAL IMPERVIOUS AREA 989.3

PROPOSED TOTAL IMPERVIOUS AREA 61.42

m²

%

m²

m²m²

WASTESTORAGE

WASTESTORAGE

WASTESTORAGE

WASTESTORAGE

LIGHTING INACCORDANCE

WITH AS &COUNCIL

REQUIREMENTS

LIGHTING INACCORDANCE

WITH AS &COUNCIL

REQUIREMENTS

SCREENSCREENSCREEN

MAILBOXES

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

FFL RL. 42.60 FFL RL. 42.00 FFL RL. 41.60 FFL RL. 41.60

FFL RL. 42.55FFL RL. 41.95

FFL RL. 41.95FFL RL. 42.55

FFL RL. 41.55 FFL RL. 41.55

FFL RL. 41.55 FFL RL. 41.551.

8mH

TIMBE

R FE

NC

E

1.8mH TIMBER

FENCE

1.8m

H TIM

BER

FEN

CE

1.8m

H TIM

BER

FEN

CE

1.8m

H TIM

BER

FEN

CE

4500

LANDSCAPING

RID

GE

RL. 4

6.98

RID

GE

RL. 4

6.38

RID

GE

RL. 4

5.98

RID

GE

RL. 4

5.98

TIMBER FENCE TO BE WHOLLY LOCATEDBEHIND THE 4.5M FRONT OFFSET

PRIVATE OPEN SPACE

PRIVATE OPEN SPACE

UNIT 4 PRIVATEOPEN SPACE

164.7m²


93.3m²


96.5m²


139.3m²

UPUP

UP

CONCRETESLAB TO

ENGINEER'SDETAILS

4565

FENCE TO BDY

D

ABCD

IBIBIBIB

5/6/209/6/2022/7/2011/8/20

ISSUED FOR APPROVALWINDOW CHANGESCOUNCIL RFI, WINDOW CHANGESCOUNCIL RFI, PLAN OF EACH UNIT

5 Jardinelle RoadRokeby

Le Minh Trang Phan

MAY 2020

116621Custom

of 19

DRAWING NO:

DESIGN TYPE:

CLIENT:JOB ADDRESS:

DRAWN:

SHEET:

SCALE: REV:

©

ALWAYS USE WRITTEN DIMENSIONS.DO NOT SCALE DRAWINGS.

ANY WORK OR MAKING ANY SHOP DRAWINGS.AND LEVELS AT THE JOB PRIOR TO COMMENCINGCONTRACTOR MUST VERIFY ALL DIMENSIONS DATE:INITIAL:DESCRIPTION:REV:PROJECT NORTH

CHECKED: DATE:

DATE:

ACCRED. NO.:DESIGNER:



COPYRIGHT IN WHOLE OR IN PART

I. Brown

1:250

1I. Brown CC6652

01

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40.85

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40.83

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40.73

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40.96

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COMPILED BOUNDARY 207°51' 16.04m

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43

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BDY A - COMPILED BOUNDARY 201°30' 4.02m

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BDY A

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Concrete Driveway Apron

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Paling Fence 1.9m High1.9m Highm± High

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Xover

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COMPILED BOUNDARY 304°16'40" 75.95m

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J A R D I N E L L E R O A D

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Bitumen Road

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COMPILED BOUNDARY 3°18' 75.95m

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COMPILED BOUNDARY 124°23'20"85.29m

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Sewer Manhole Top RL:42.29 In Inv RL:40.96 6 Out Inv RL:40.94 Inv RL:40.944

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Stormwater Manhole Top RL:42.20 In Inv RL:41.12 Out Inv RL:40.73

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Ridge RL:44.23

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Bottom of Fascia RL:43.0843.08

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SHED Colorbond

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SLC

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ET

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Water Meter

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Concrete Path

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Conc. Path

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BENCH MARK R/Set In Path In Path n Path Path RL:42.142.14

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SWLCWLCLC

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ELCLC

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CLCLC

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NBN

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Stormwater Manhole Top RL:42.20 In Inv RL:40.21 0.21 Out Inv RL:40.15Inv RL:40.150.15

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Parking Bay

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MH11

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RESIDENCE Brick 1 Storey

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Paling Fence 1.9m High Fence 1.9m HighFence 1.9m High 1.9m Highm± High High

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Paling Fence 1.9m High Fence 1.9m HighFence 1.9m High 1.9m Highm± High High

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W100

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W111

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W122

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W2020

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W3030

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W3131

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W3232

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W3333

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Ridge RL:44.23

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43

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0. BOUNDARIES ARE COMPILED ONLY FROM SP175194 AND P175194 AND

PROPOSED FLOOR PLANRESIDENCE: 139.1m²

CEILING MOUNTEDINTERCONNECTED SMOKEDETECTORS, MAINS WIRED WITHBATTERY BACKUP, ALL INACCORDANCE WITH AS 3786.

AREAS:



MASONRY ARTICULATION JOINT -LOCATION TO ENGINEER'S DETAILS

Framing part 3.4 NCCAll timber framing, fixing and bracing shallcomply with AS 1684 and the requirementsof NCC part 3.4.3 manufactured sizes mustnot be undersized to those specified, for alltimber sizes, stress grades, spacing and wallbracing refer to Engineer's details. Tie-downdetails shall comply with the requirements oftables 3.4.3.8 and 3.4.3.9. Structural steelmembers shall comply with the requirementsof clauses in part 3.4.4. Refer to Engineer'sdetails where provided.

Glazing part 3.6 NCC All windows to bealuminium awning style, double glazed(obscured safety glass to bathrooms asshown on drawings) all glazing shall complywith the requirements of AS 2047-AS 1288and NCC clauses in part 3.6.

Human impact safety requirements shallcomply with NCC clauses 3.6.4 pane within500mm from finished floor level & glazed fullheight

Note:Builder and subcontractors to verify alldimension and levels prior to thecommencement of any work. Give 24hrsminimum notice where amendments arerequired to design of working drawings.These drawings are to be read inconjunction with Engineer's and Surveyor'sdrawings and notes. Do not scale drawings.Dimensions are to take preference overscale. Building specification and Engineer'sdrawings shall override architecturaldrawings. All construction work shall becarried out in accordance with the statebuilding regulations, local council by-lawsand relevant NCC and AS codes.

Important notice for attention of Owners:the Owners attention is drawn to the factthat foundations and associated drainagein all sites requires continuing maintenanceto assist footing performance. Advice forfoundation maintenance is contained in theCSIRO building technology file 18 and it isthe Owners responsibility to maintain the sitein accordance with this document. Energyefficiency bulk insulation between externalstuds to be insulated with min R2.0. (Ensurebatts fit within cavity without compression,making sure that there is at least 25mm gapfrom the reflective surface).

External walls are to be clad with perforatedreflective foil over the outside of the timberframe. Ceiling to be insulated with R4.0 andreflective foil. Floor to be insulated with R2.0batts. Seal exhaust fans to Ensuite,Bathroom, Laundry and Kitchen. Building tobe sealed in accordance with NCC part3.12.3Construction of the external walls, floor androof compliance of air leakage to complywith NCC part 3.12.3.5

General:All flashings to be in accordance with part3.3 of the NCC. Weep holes and dampproof coursing in accordance with 3.3.4.4and 3.3.4.5 of the NCC. Fibre cement sheetin accordance with 3.5.3.4 of the NCC.Block construction in accordance with NCCrequirements. Plasterboard to internal walllinings and ceilings with selected cornice.(see below for wet areas)

Health & amenity part 3.8 NCC: showers,baths and wall fixtures to all wet areas shallcomply with the requirements of clauses,3.8.1.1, 3.8.1.2, 3.8.1.3, 3.8.1.4, 3.8.1.5 and3.8.1.6. In all wet areas provide selectedceramic tiles to concrete floors or over15mm cement sheeting where timberframed floors are proposed.

Provide waterproof plasterboard sheeting toall walls and ceilings. Provide ceramic tiles,lamipanel or other approved water resistantlining to a minimum height of 1800mm toshower walls and to a height of min 150mmbehind baths, basins, sinks, troughs, washingmachines and wall fixtures, for the requiredextent of area to be protected refer tofigures 3.8.1.1, 3.8.1.2 and 3.8.1.1.

For typical installation requirements ofshower recesses, tap flanges, showertroughs, floors & waterproof membranesrefer to figures 3.8.1.5, 3.8.1.6, 3.8.1.7, 3.8.1.8and 3.8.1.9. For typical installationrequirements & sealing of wall junctions withbenchtops, laundry sinks & baths refer tofigures 3.8.1.10 and 3.8.1.11. Materials shallcomply with the requirements of clauses3.8.1.3, 3.8.1.4 and 3.8.1.5. Refer to AS3740-2010 for waterproofing of domesticwet areas, as well as appropriate wall &floor treatment when not using aprefabricated shower unit (eg. Min 1:100 fallto waste).

90mm DOWNPIPEDP

UP

820

720

720

820

820

P

RH/C

T/UB

O

DW

REF

820

720

2 X

SLD

DRS

2 X

SLD

DRS

KITCHEN

LDY

LINEN

LOUNGE

DRESSING

BATHGARAGE

BEDROOM 3

BEDROOM 2

2 X SLD DRS

ROBE

ROBE

ENTRY

ENSUITE

DINING

DECK MASTERBEDROOM

S

820

CONCRETE S

LAB T

O

ENGIN

EER'S

DETAILS

820

22.5m²CH:2400

FF:Concrete

9.0m²CH:2400FF:Tiles

18.1m²CH:2400

FF:Carpet

11.9m²CH:2400 FF:Carpet

2.8m²CH:2400

FF:Carpet

14.2m²CH:2400

FF:Carpet

10.8m²CH:2400

FF:Carpet

13.8m²CH:2400

FF:Carpet

5.8m²CH:2400

FF:Carpet

6.6m²CH:2400 FF:Tiles


11990

3000 8990250 4550 90 3850 250

250 7550 90 1860 90 1900 250

4100 1010 3180 3700

250 3000 90510250 1010 90 3000 90 3450 250

250 3600 90 1170 90

250 2800 90 1970 90

250 2800 9051090 4060

1010 90 1900 90

90 3850 250

160 61

011

860

1263

0

9630

3000

250

3400

9023

5090

3200

250

250

2300

9010

1090

910

9013

5090

6200

250

230

6000

9021

0090

3100

250

230

6600

9015

0090

9043

9090

51090

2270

90

9049

9090

7050

250

840

250

4240

DP

DP

DP

DP

DP

RoofAccess

AAW1818AAW1818

AA

W06

18A

AW

1006

AAW1818

OBS

C.

AAW1818

AAW1018

ASD

2121

AA

W06

12A

AW

1012

OBS

C.

BTH SHR

WC VB

SHR

VB WC

EXTENT OF STEPS TO BECONFIRMED ON SITE

SELECTED TIMBER DECK WITH STAIR TOENGINEER'S DETAILS AND INSTALLED INACCORDANCE WITH NCC & AS - UNIT 1 & 2

TWM

AAW1818

FALL

FALL

FALL

FALL

CONCRETE SLAB TO ENGINEER'S DETAILS- UNIT 3 & 4

UNIT 1

P.CONC.

FFL RL. 41.55

FFL RL. 41.60

FFL RL. 41.55

FFL RL. 41.60

D

ABCD

IBIBIBIB

5/6/209/6/2022/7/2011/8/20



Le Minh Trang Phan

MAY 2020

116621Custom

of 19

DRAWING NO:

DESIGN TYPE:

CLIENT:JOB ADDRESS:

DRAWN:

SHEET:

SCALE: REV:

©



CHECKED: DATE:

DATE:





I. Brown

1:100

2I. Brown CC6652

02



AREAS:














90mm DOWNPIPEDP

UP

820

720

720

820

820

P

RH/C

T/UB

O

DW

REF

820

720

2 X

SLD

DRS

2 X

SLD

DRS

KITCHEN

LDY

LINEN

LOUNGE

DRESSING

BATHGARAGE

BEDROOM 3

BEDROOM 2

2 X SLD DRS

ROBE

ROBE

ENTRY

ENSUITE

DINING

DECK MASTERBEDROOM

S

820

CONCRETE S

LAB T

O

ENGIN

EER'S

DETAILS

820

22.5m²CH:2400

FF:Concrete


18.1m²CH:2400

FF:Carpet


2.8m²CH:2400

FF:Carpet

14.2m²CH:2400

FF:Carpet

10.8m²CH:2400

FF:Carpet

13.8m²CH:2400

FF:Carpet

5.8m²CH:2400

FF:Carpet



11990

3000 8990250 4550 90 3850 250

250 7550 90 1860 90 1900 250

4100 1010 3180 3700

250 3000 90510250 1010 90 3000 90 3450 250

250 3600 90 1170 90

250 2800 90 1970 90

250 2800 9051090 4060

1010 90 1900 90

90 3850 250

160 61

011

860

1263

0

9630

3000

250

3400

9023

5090

3200

250

250

2300

9010

1090

910

9013

5090

6200

250

230

6000

9021

0090

3100

250

230

6600

9015

0090

9043

9090

51090

2270

90

9049

9090

7050

250

840

250

4240

DP

DP

DP

DP

DP

RoofAccess

AAW1818AAW1818

AA

W06

18A

AW

1006

AAW1818

OBS

C.

AAW1818

AAW1018

ASD

2121

AA

W06

12A

AW

1012

OBS

C.

BTH SHR

WC VB

SHR

VB WC



TWM

AAW1818

FALL

FALL

FALL

FALL


UNIT 2

P.CONC.

FFL RL. 41.55

FFL RL. 41.55

FFL RL. 41.60

FFL RL. 41.60

D

ABCD

IBIBIBIB

5/6/209/6/2022/7/2011/8/20



Le Minh Trang Phan

MAY 2020

116621Custom

of 19

DRAWING NO:

DESIGN TYPE:

CLIENT:JOB ADDRESS:

DRAWN:

SHEET:

SCALE: REV:

©



CHECKED: DATE:

DATE:





I. Brown

1:100

3I. Brown CC6652

03



AREAS:














90mm DOWNPIPEDP

UP

820

720

720

820

820

P

RH/C

T/UB

O

DW

REF

820

720

2 X

SLD

DRS

2 X

SLD

DRS

KITCHEN

LDY

LINEN

LOUNGE

DRESSING

BATHGARAGE

BEDROOM 3

BEDROOM 2

2 X SLD DRS

ROBE

ROBE

ENTRY

ENSUITE

DINING

DECK MASTERBEDROOM

S

820

CONCRETE S

LAB T

O

ENGIN

EER'S

DETAILS

820

22.5m²CH:2400

FF:Concrete


18.1m²CH:2400

FF:Carpet


2.8m²CH:2400

FF:Carpet

14.2m²CH:2400

FF:Carpet

10.8m²CH:2400

FF:Carpet

13.8m²CH:2400

FF:Carpet

5.8m²CH:2400

FF:Carpet



11990

3000 8990250 4550 90 3850 250

250 7550 90 1860 90 1900 250

4100 1010 3180 3700

250 3000 90510250 1010 90 3000 90 3450 250

250 3600 90 1170 90

250 2800 90 1970 90

250 2800 9051090 4060

1010 90 1900 90

90 3850 250

160 61

011

860

1263

0

9630

3000

250

3400

9023

5090

3200

250

250

2300

9010

1090

910

9013

5090

6200

250

230

6000

9021

0090

3100

250

230

6600

9015

0090

9043

9090

51090

2270

90

9049

9090

7050

250

840

250

4240

DP

DP

DP

DP

DP

RoofAccess

AAW1818AAW1818

AA

W06

18A

AW

1006

AAW1818

OBS

C.

AAW1818

AAW1018

ASD

2121

AA

W06

12A

AW

1012

OBS

C.

BTH SHR

WC VB

SHR

VB WC



TWM

AAW1818

FALL

FALL

FALL

FALL


UNIT 3

P.CONC.

FFL RL. 42.00

FFL RL. 41.95

FFL RL. 41.95

FFL RL. 42.00

D

ABCD

IBIBIBIB

5/6/209/6/2022/7/2011/8/20



Le Minh Trang Phan

MAY 2020

116621Custom

of 19

DRAWING NO:

DESIGN TYPE:

CLIENT:JOB ADDRESS:

DRAWN:

SHEET:

SCALE: REV:

©



CHECKED: DATE:

DATE:





I. Brown

1:100

4I. Brown CC6652

04



AREAS:














90mm DOWNPIPEDP

UP

820

720

720

820

820

P

RH/C

T/UB

O

DW

REF

820

720

2 X

SLD

DRS

2 X

SLD

DRS

KITCHEN

LDY

LINEN

LOUNGE

DRESSING

BATHGARAGE

BEDROOM 3

BEDROOM 2

2 X SLD DRS

ROBE

ROBE

P.

ENTRY

ENSUITE

DINING

DECK MASTERBEDROOM

S

820

CONCRETE S

LAB T

O

ENGIN

EER'S

DETAILS

820

22.5m²CH:2400

FF:Concrete


18.1m²CH:2400

FF:Carpet


2.8m²CH:2400

FF:Carpet

14.2m²CH:2400

FF:Carpet

10.8m²CH:2400

FF:Carpet

13.8m²CH:2400

FF:Carpet

5.8m²CH:2400

FF:Carpet



11990

3000 8990250 4550 90 3850 250

250 7550 90 1860 90 1900 250

4100 1010 3180 3700

250 3000 90510250 1010 90 3000 90 3450 250

250 3600 90 1170 90

250 2800 90 1970 90

250 2800 9051090 4060

1010 90 1900 90

90 3850 250

160 61

011

860

1263

0

9630

3000

250

3400

9023

5090

3200

250

250

2300

9010

1090

910

9013

5090

6200

250

230

6000

9021

0090

3100

250

230

6600

9015

0090

9043

9090

51090

2270

90

9049

9090

7050

250

840

250

4240

DP

DP

DP

DP

DP

RoofAccess

AAW1818AAW1818

AA

W06

18A

AW

1006

AAW1818

OBS

C.

AAW1818

AAW1018

ASD

2121

AA

W06

12A

AW

1012

OBS

C.

BTH SHR

WC VB

SHR

VB WC



CONC.

TWM

AAW1818

FALL

FALL

FALL

FALL


UNIT 4

FFL RL. 42.60

FFL RL. 42.55

FFL RL. 42.60

FFL RL. 42.55

D

ABCD

IBIBIBIB

5/6/209/6/2022/7/2011/8/20



Le Minh Trang Phan

MAY 2020

116621Custom

of 19

DRAWING NO:

DESIGN TYPE:

CLIENT:JOB ADDRESS:

DRAWN:

SHEET:

SCALE: REV:

©



CHECKED: DATE:

DATE:





I. Brown

1:100

5I. Brown CC6652

05

EASTERN ELEVATION

2400

2400

SOUTHERN ELEVATION










For typical installation requirements ofshower recesses, tap flanges, showertroughs, floors & waterproof membranesrefer to figures 3.8.1.5, 3.8.1.6, 3.8.1.7, 3.8.1.8and 3.8.1.9. For typical installationrequirements & sealing of wall junctions withbenchtops, laundry sinks & baths refer tofigures 3.8.1.10 and 3.8.1.11. Materials shallcomply with the requirements of clauses3.8.1.3, 3.8.1.4 and 3.8.1.5. Refer to AS3740-2010 for waterproofing of domesticwet areas, as well as appropriate wall &floor treatment when not using aprefabricated shower unit (eg. Min 1:100 fallto waste).UNIT 1

450

FFL RL. 41.60

CL RL. 44.00

FFL RL. 41.60

CL RL. 44.00

610 450

450

610

450 450

SELECTED LIGHTWEIGHT CLADDINGINSTALLED TO MANUFACTURER'SSPECIFICATIONS


SELECTED ENTRY DOOR

(SLOPE RELATIONSHIP)

RISER AND GOING DIMENSIONS

= 250 mm

SLIP RESISTANCE OF STAIR TREADS TOCOMPLY WITH NCC 3.9.1.4 AND AS 4586.NOTE: BALUSTRADE MUST BE CAPABLE OFBEARING LOADING FORCESACCORDING TO AS1170.1

= 190mm

= 630 mm

ALUMINIUM FRAMED WINDOWS

SELECTED GARAGE DOOR

SELECTED COLORBOND ROOFINGINSTALLED TO MANUFACTURER'SSPECIFICATIONS

COLORBOND FASCIA AND GUTTERING




OBSCURED SAFETY GLASS

CONCRETE SLAB TO ENGINEER'S DETAILS

SELECTED ENTRY DOOR

ROOF PITCH 22.5°

ROOF PITCH 22.5° ROOF PITCH 22.5°

ROOF PITCH 22.5°

BOUN

DA

RY

BUILDING ENVELOPE45°

3000

4.5m

FRO

NT

OFF

SET

4835

MA

X HE

IGHT

FRO

M N

GL

4835

SCRE

EN H

EIG

HT A

BOV

E FF

L

RIDGE RL. 45.98

RIDGE RL. 45.98


1800H TIMBER FENCE

SELECTED TIMBER SLAT SCREEN (OR EQUIV.)INSTALLED IN ACCORDANCE WITH COUNCILREQUIREMENTS WITH MINIMUM 25% TRANSPARENCY

SCREEN ELEVATION

1700

SCRE

EN H

EIG

HT A

BOV

E FF

L

D

ABCD

IBIBIBIB

5/6/209/6/2022/7/2011/8/20



Le Minh Trang Phan

MAY 2020

116621Custom

of 19

DRAWING NO:

DESIGN TYPE:

CLIENT:JOB ADDRESS:

DRAWN:

SHEET:

SCALE: REV:

©



CHECKED: DATE:

DATE:





I. Brown

1:100

10I. Brown CC6652

10

NORTHERN ELEVATION

2400

2400

WESTERN ELEVATION











FFL RL. 41.60

CL RL. 44.00

FFL RL. 41.60

CL RL. 44.00

450 450 450

450 450 450



= 250 mm


= 190mm

= 630 mm

SELECTED TIMBER DECK WITH STAIR TOENGINEER'S DETAILS AND INSTALLED INACCORDANCE WITH NCC & AS









SELECTED FACE BRICK

ALUMINIUM FRAMED SLIDING DOOR

ROOF PITCH 22.5°

ROOF PITCH 22.5°

ROOF PITCH 22.5°

ROOF PITCH 22.5°

BOUN

DA

RY

BUILD

ING ENVEL

OPE

45°

3000

4835

MA

X HE

IGHT

FRO

M N

GL

4835

MA

X HE

IGHT

FRO

M N

GL

BUILDING ENVELOPE

EXTENT OF EXCAVATIONBATTER MAX 1:1.5

RIDGE RL. 45.98

RIDGE RL. 45.98

UNIT 1

D

ABCD

IBIBIBIB

5/6/209/6/2022/7/2011/8/20



Le Minh Trang Phan

MAY 2020

116621Custom

of 19

DRAWING NO:

DESIGN TYPE:

CLIENT:JOB ADDRESS:

DRAWN:

SHEET:

SCALE: REV:

©



CHECKED: DATE:

DATE:





I. Brown

1:100

11I. Brown CC6652

11

2400

2400

SOUTHERN ELEVATION

EASTERN ELEVATION











450 610 450

450

610

450 450



SELECTED ENTRY DOOR



= 250 mm


= 190mm

= 630 mm










SELECTED ENTRY DOOR

ROOF PITCH 22.5°


ROOF PITCH 22.5°

BOUN

DA

RY

BUILDING ENVELOPE

45°

3000

4885

MA

X HE

IGHT

FRO

M N

GL

4885

MA

X HE

IGHT

FRO

M N

GL

UNIT 2

FFL RL. 41.60

CL RL. 44.00

RIDGE RL. 45.98

FFL RL. 41.60

CL RL. 44.00

RIDGE RL. 45.98

BUILDING ENVELOPE


1800H TIMBER FENCE


SCREEN ELEVATION

1700

SCRE

EN H

EIG

HT A

BOV

E FF

L

D

ABCD

IBIBIBIB

5/6/209/6/2022/7/2011/8/20



Le Minh Trang Phan

MAY 2020

116621Custom

of 19

DRAWING NO:

DESIGN TYPE:

CLIENT:JOB ADDRESS:

DRAWN:

SHEET:

SCALE: REV:

©



CHECKED: DATE:

DATE:





I. Brown

1:100

12I. Brown CC6652

12

NORTHERN ELEVATION

2400

2400

WESTERN ELEVATION











450 450 450

450 450 450



= 250 mm


= 190mm

= 630 mm










SELECTED FACE BRICK


ROOF PITCH 22.5°

ROOF PITCH 22.5°

ROOF PITCH 22.5°

ROOF PITCH 22.5°

BOUN

DA

RY

BUILD

ING EN

VELOPE

45°

3000

4885

MA

X HE

IGHT

FRO

M N

GL

4885

MA

X HE

IGHT

FRO

M N

GL

BUILDING ENVELOPE


UNIT 2

FFL RL. 41.60

CL RL. 44.00

RIDGE RL. 45.98

FFL RL. 41.60

CL RL. 44.00

RIDGE RL. 45.98

D

ABCD

IBIBIBIB

5/6/209/6/2022/7/2011/8/20



Le Minh Trang Phan

MAY 2020

116621Custom

of 19

DRAWING NO:

DESIGN TYPE:

CLIENT:JOB ADDRESS:

DRAWN:

SHEET:

SCALE: REV:

©



CHECKED: DATE:

DATE:





I. Brown

1:100

13I. Brown CC6652

13

2400

2400

SOUTHERN ELEVATION

EASTERN ELEVATION











450 610 450

450

610

450 450



SELECTED ENTRY DOOR



= 250 mm


= 190mm

= 630 mm










SELECTED ENTRY DOOR

ROOF PITCH 22.5°


ROOF PITCH 22.5°

BOUN

DA

RY

BUILDING ENVELOPE45°

3000

4820

MA

X HE

IGHT

FRO

M N

GL

4820

MA

X HE

IGHT

FRO

M N

GL

UNIT 3

RIDGE RL. 46.38

FFL RL. 42.00

CL RL. 44.40

RIDGE RL. 46.38

FFL RL. 42.00

CL RL. 44.40

BUILDING ENVELOPE


1800H TIMBER FENCE


SCREEN ELEVATION

1700

SCRE

EN H

EIG

HT A

BOV

E FF

L

D

ABCD

IBIBIBIB

5/6/209/6/2022/7/2011/8/20



Le Minh Trang Phan

MAY 2020

116621Custom

of 19

DRAWING NO:

DESIGN TYPE:

CLIENT:JOB ADDRESS:

DRAWN:

SHEET:

SCALE: REV:

©



CHECKED: DATE:

DATE:





I. Brown

1:100

14I. Brown CC6652

14

NORTHERN ELEVATION

2400

2400

WESTERN ELEVATION











450 450 450

450 450 450



= 250 mm


= 190mm

= 630 mm

SELECTED CONCRETE SLAB TO ENGINEER'SDETAILS








SELECTED FACE BRICK


ROOF PITCH 22.5°

ROOF PITCH 22.5°

ROOF PITCH 22.5°

ROOF PITCH 22.5°

BOUN

DA

RY

BUILD

ING ENVEL

OPE

45°

3000

4820

MA

X HE

IGHT

FRO

M N

GL

4820

MA

X HE

IGHT

FRO

M N

GL

BUILDING ENVELOPE


UNIT 3

RIDGE RL. 46.38

FFL RL. 42.00

CL RL. 44.40

RIDGE RL. 46.38

FFL RL. 42.00

CL RL. 44.40


D

ABCD

IBIBIBIB

5/6/209/6/2022/7/2011/8/20



Le Minh Trang Phan

MAY 2020

116621Custom

of 19

DRAWING NO:

DESIGN TYPE:

CLIENT:JOB ADDRESS:

DRAWN:

SHEET:

SCALE: REV:

©



CHECKED: DATE:

DATE:





I. Brown

1:100

15I. Brown CC6652

15

2400

2400

SOUTHERN ELEVATION

EASTERN ELEVATION











450 610 450

450

610

450 450



SELECTED ENTRY DOOR



= 250 mm


= 190mm

= 630 mm










SELECTED ENTRY DOOR

ROOF PITCH 22.5°


ROOF PITCH 22.5°

BOUN

DA

RY

BUILDING ENVELOPE

45°

3000

4680

MA

X HE

IGHT

FRO

M N

GL

4680

MA

X HE

IGHT

FRO

M N

GL

UNIT 4


1800H TIMBER FENCE

BUILDING ENVELOPE

FFL RL. 42.60

CL RL. 45.00

RIDGE RL. 46.98

FFL RL. 42.60

CL RL. 45.00

RIDGE RL. 46.98

D

ABCD

IBIBIBIB

5/6/209/6/2022/7/2011/8/20



Le Minh Trang Phan

MAY 2020

116621Custom

of 19

DRAWING NO:

DESIGN TYPE:

CLIENT:JOB ADDRESS:

DRAWN:

SHEET:

SCALE: REV:

©



CHECKED: DATE:

DATE:





I. Brown

1:100

16I. Brown CC6652

16

NORTHERN ELEVATION

2400

2400

WESTERN ELEVATION











450 450 450

450 450 450



= 250 mm


= 190mm

= 630 mm










SELECTED FACE BRICK


ROOF PITCH 22.5°

ROOF PITCH 22.5°

ROOF PITCH 22.5°

ROOF PITCH 22.5°

BOUN

DA

RY

BUILD

ING ENVEL

OPE

45°

3000

4680

MA

X HE

IGHT

FRO

M N

GL

4680

MA

X HE

IGHT

FRO

M N

GL

BUILDING ENVELOPE


UNIT 4

FFL RL. 42.60

CL RL. 45.00

RIDGE RL. 46.98

FFL RL. 42.60

CL RL. 45.00

RIDGE RL. 46.98

D

ABCD

IBIBIBIB

5/6/209/6/2022/7/2011/8/20



Le Minh Trang Phan

MAY 2020

116621Custom

of 19

DRAWING NO:

DESIGN TYPE:

CLIENT:JOB ADDRESS:

DRAWN:

SHEET:

SCALE: REV:

©



CHECKED: DATE:

DATE:





I. Brown

1:100

17I. Brown CC6652

17

development application · 2020. 8. 13. · development application pdplanpmtd-2020/009857...

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