15 amali court west launceston tas 7250

DRAWING SCHEDULEA00A01A02A03A04A05A06

COVER PAGESITE PLANSUB FLOOR PLANFLOOR PLANROOF PLANELEVATIONSELEVATIONS

LOCATION PLAN

NEW DWELLINGat 15 AMALI COURT WEST LAUNCESTON TAS 7250

for A & J PEARTON

GENERAL NOTES:

IN ACCORDANCE WITH THE N.C.C.S BUILDING CODE OFAUSTRALIA VOLUME TWO, ALL BUILDING WORK SHALL BEIN STRICT COMPLIANCE WITH COUNCIL LAWS,REFERENCED AUSTRALIAN STANDARDS, BUILDING ACTS &REGULATIONS REFER ALSO TO THE GENERALREQUIREMENTS PAGE.

SITE CLASSIFICATION : CLIMATE ZONE:

SCALE @ A3 25/10/2021PRINT DATE: PROJECT NUMBER:SCALE: IF IN DOUBT ASK

7

N2

ALL DRAWINGS SHALL BE READ IN CONJUNCTION WITHTHE ENGINEERING DRAWINGS AND SPECIFICATIONS.THE DESIGNER SHALL BE NOTIFIED OF ANYDISCREPANCIES WITH THE DRAWINGS.

THE BUILDER SHALL BE RESPONSIBLE FOR THE CORRECTSETOUT OF ALL WORKS. A LAND SURVEYOR ISRECOMMENDED BY THE DESIGNER FOR ALL SETOUT.USE FIGURED DIMENSIONS IN PREFERENCE TO SCALEDDIMENSIONS.

ALL FITTINGS & FIXTURES INSTALLED SHALL BEPURCHASED AS NEW CONDITION & QUALITY & CARRYTHE RELEVANT AUSTRALIAN STANDARD COMPLIANCES.

THE BUILDER SHALL CARRY OUT DIAL BEFORE YOU DIGREFERRAL FOR LOCATIONS OF ALL UNDERGROUNDSERVICES PRIOR TO COMMENCING ANY EARTHWORKS.

THE BUILDER SHALL SECURE AND MAKE SAFE THEWORKSITE IN ACCORDANCE WITH WORK SAFETASMANIA & WHS GUIDELINES & REGULATIONS.

THE BUILDER SHALL INSTALL SILT TRAPS & SCREENS AT THEPROPERTY BOUNDARY TO PREVENT SILT RUNOFF INTOTHE COUNCIL MAIN SYSTEM FOR THE DURATION OF SITEWORKS.

21033

BUSHFIRE ATTACK LEVEL:ALPINE AREA:

N/A

PROJECT INFORMATION:

WIND REGION:

A3TERRAIN CLASSIFICATION:

T2.5

FLOOR AREAS:DWELLING FLOOR AREA - 257.9m2

LAND TITLE, VOLUME & FOLIO

CT-177455/19NEW DECK AREA - 40.5m2

SITE OVERLAYS:

COUNCIL:

CATARACT MANAGEMENT

SITE AREA:2229m2

SCHEME / ZONE:

L .M.DELL LIC. No. CC5932 G

Level 2, 93 York Street, LauncestonTasmania, 7250.Tel - 6388 9287 - Mob - 0400 655 771Email - [email protected]

ABN 23 269 055 701

DRAWING No:

REV:1 of 7A00ISSUE:

2

APPROVAL

rev. Amendment DateLAUNCESTON

14.0 ENVIRONMENTAL LIVING

WIND SPEED

MODERATECORROSION ENVIRONMENT

BUSHFIRE PRONESPECIFIC AREA PLAN

TOTAL FLOOR AREA - 298.4m2

NEW SHED FLOOR AREA - 63m2

AMENDED DA2 22.10.21

PLANNING EXHIBITEDDOCUMENTS

Planning Administration

DA 0636/2021Ref. No:

Dateadvertised: 30/10/2021

This document is subject to copyright and is protected by law. In displaying thisdocument on its website the Council grants website users a non-exclusive licence toreproduce the document in their web browser for the sole purpose of viewing thecontent. The Council reserves all other rights. Documents displayed on the Council'swebsite are intended for public perusal only and should not be reproducedwithout the consent of the copyright owner.

NEW DWELLING15 AMALI COURT WEST LAUNCESTON TAS 7250



SCALE @ A3 25/10/2021DRAWING No:

REV:2 of 7A01PRINT DATE:PROJECT NUMBER: ISSUE:SCALE: IF IN DOUBT ASK

2

APPROVAL

rev. Amendment Date

21033

Owner:A & J PEARTON

ABN 23 269 055 701


63.00 m2

15,000

4,000

4,505

13,500

3,100

20,525

FL RL -165

FL RL - 164

FL RL -160

FL RL - 164

37.9

4m |

272

O 42'

20"

70.07m | 176O 23' 40"

80.97m | 165O 5'

22.44m | 73

O 5' 40"

160

165

155

15 AMALI COURTWEST LAUNCESTONTAS 7250ID - 9722808CT - 177455/19

150Ø

PVC

-U G

RAVI

TY

RETIC

ULAT

ION

SEW

ER M

AIN

100Ø PV

C-M

RETICULA

TION

WA

TER MA

IN

AM

AL

I C

OU

RT

SERV

ICES

AND

DRA

INAG

E EA

SEM

ENT -

6m

WID

E

NEW DWELLING NEW SHED

NEW DRIVEWAY

SETBAC

K 20m

SETB

AC

K 20

m

ADJOINING PROPERTYID - 9722807CT - 177455/18

ADJOINING PROPERTYID - 9722809CT - 177455/20

298.40m2

ADJOININGPROPERTYID - 3585614CT - 175120/102

EX. CRO

SSOVER

WM

SEWERCONNECTION

POINT

BAL

29

BAL

12.5

BAL

19

REMOVEEX. TREE

REMOVEEX. TREES 7x9m

SURFACE AND SUBSURFACE DRAINAGE SYSTEMSIN ACCORDANCE WITH PART D2. NCC PLUMBINGCODE OF AUSTRALIA VOLUME THREE THE DESIGN,CONSTRUCTION AND INSTALLATION OF ASTORMWATER DRAINAGE SYSTEM MUST BE INACCORDANCE WITH AS/NZS 3500.3

SITE PLAN NOTES

SOIL AND WATER MANAGEMENTPRIOR TO THE COMMENCEMENT OF THEDEVELOPMENT WORKS THE APPLICANT OR BUILDERMUST INSTALL ALL NECESSARY SILT FENCES AND CUT-OFF DRAINS TO PREVENT THE SOIL, GRAVEL ANDOTHER DEBRIS FROM ESCAPING THE SITE.ADDITIONAL WORKS MAY BE REQUIRED ON COMPLEXSITES.

NO MATERIAL OR DEBRIS IS TO BE TRANSPORTEDONTO THE ROAD RESERVE (INCLUDING THE NATURESTRIP, FOOTPATH AND ROAD PAVEMENT).ANY MATERIAL THAT IS DEPOSITED ONTO THE ROADRESERVE AS A RESULT OF THE DEVELOPMENT ACTIVITYIS TO BE REMOVED BY THE APPLICANT OR BUILDER.

THE SILT FENCING, CUT-OFF DRAINS AND OTHERWORKS TO MINIMISE EROSION ARE TO BE MAINTAINEDON THE SITE UNTILL SUCH TIME AS THE SITE HASREVEGETATED SUFFICIENTLY TO MITIGATE EROSIONAND SEDIMENT TRANSPORT.

5m M

ax H

eigh

t

GRATED DRAINS TO CATCHDRIVEWAY WATER RUNOFF

CUT LINE

GRATED DRAINS TO CATCHDRIVEWAY WATER RUNOFF

BOUN

DA

RY L

INE

NEW SHED

DRIVEWAY BEYOND - MAX 10%

LANDSCAPEDBATTER.

DWELLING

North

SITE PLAN & SECTIONSCALE 1:300

0mm 3000 6000 9000 12000 15000

1-

DRIVEWAY SECTIONSCALE 1:200

0mm 2000 4000 6000 8000 10000



DA 0636/2021Ref. No:








2

APPROVAL

rev. Amendment Date

21033

Owner:A & J PEARTON

ABN 23 269 055 701


VENTED SUBFLOORTIMBER FLOOR FRAMING

VENTED SUBFLOORTIMBER FLOOR FRAMING

DECKING OVER

DEC

KIN

G O

VER

CONCRETEWAFFLE POD SLAB

UTILITY /STORAGE ROOM

HWC ACSYSTEM

STEP

North

SUBFLOOR PLANSCALE 1:100

0mm 1000 2000 3000 4000 5000



DA 0636/2021Ref. No:








2

APPROVAL

rev. Amendment Date

21033

Owner:A & J PEARTON

ABN 23 269 055 701


4,0001104,200

1102,0901102,000

6,760

1,6101103,5301101,400

4,3501102,300

1,8001101,0001102,3901103,2001103,2001103,2001106,000

8,17

079

011

01,

550

110

1,90

011

03,

000

2,82

011

03,

600

110

1,40

011

06,

000

4,30

011

02,

490

110

110

1,30

011

03,

600

3,60

07,

290

10,8

90

3,60

010

,880

5,12

0

16,0

00

1,400 130 6,760 130

7,020

4,570 3,990

8,560

6,91

01,

360

6,13

0

14,4

00

21,830

8,370

1A05

2A05

1A06

2A06

D.02

W.1

1W

.12

D.05

D.04

W.1

0W

.09

W.0

8

D.01

W.13W.14W.15

W.0

1

W.18

D.03

W.02 W.03 W.04 W.05 W.06 W.07

W.1

7W

.16

MASTER BED

ENSUITE

WIR

LOUNGE

TWO CAR GARAGE

BED 02 BED 03 BATHROOM

WCLDRY

STUD

Y

KITCHEN

ALFRESCO

WR

UP

UP

WM

BBQ

GLA

SS B

ALU

STRA

DE

WR

F

DINING

BED 04

STORE

SKYLIGHT

WR

LIVING

BUTLERS PANTRY

DP

DP

DP

DP

ENTRY

CORRIDOR

SKYLIGHT SKYLIGHT

FLOOR PLAN LEGEND

POWDERCOATED ALUMINIUMFRAMED GLAZED WINDOWS REFERTO DOOR AND WINDOW SCHEDULE

INTERNAL 90x35mm MGP.10 0R .12 TIMBERSTUD WALL Pb LINING , PAINT FINISH

PAINT GRADE HOLLOW CORE INTERIORSWING DOOR WITH ARCHITRAVES,JAMBS AND STOPS. PAINT FINISH

PAINT GRADE HOLLOW CORE (SOLIDIN WETAREAS) INTERIOR CAVITYSLIDING DOOR WITH ARCHITRAVESAND JAMBS. PAINT FINISH

INSULATED 90x35mm MGP.10 0R .12TIMBER STUD FRAMED WALLS, Pb LININGINTERNALLY, PAINT FINISH.PROVIDE VAPOUR PERMEABLE BUILDINGWRAP, LAP AND TAPE ALL JOINTS.REFER TO ELEVATIONS FOR EXTERNALCLADDING SELECTION.REFER TO INSULATION SCHEDULE FORTHERMAL REQUIREMENTS (R-VALUES)

W##

Project North

FLOOR PLANSCALE 1:100

0mm 1000 2000 3000 4000 5000



DA 0636/2021Ref. No:








2

APPROVAL

rev. Amendment Date

21033

Owner:A & J PEARTON

ABN 23 269 055 701


ROOF5 DEG FALL

ROO

F5

DEG

FA

LL

PARAPET GUTTER

EAVE GUTTER

EAV

E G

UTTE

R

EAVE GUTTER

'CUSTOM ORB' COLORBOND SHEETINGINSTALLED TO MANUFACTURER'SSPECIFICATIONS. 'COLOURS BYOWNER'.

COLORBOND GUTTER INSTALLED TOMANUFACTURER'S SPECIFICATIONS.'PROFILES AND COLOURS BY OWNER'.

DP

DP

DP

DP

SKYLIGHT

SKYLIGHT

SKYLIGHTRO

OF

5 D

EG F

ALL

STEP

IN R

OO

F

SOLAR PANELS

SOLAR PANELS

SOLAR PANELS

SOLAR PANELS

SOLAR PANELS

ROOF PLAN NOTES

AN AUSTRALIAN STANDARD ROOF SAFETY MESH ORAN APPROVED ROOF SAFETY HARNESS ORRESTRAINT SYSTEM SHALL BE USED DURINGINSTALLATION.

ROOF SHEETS MUST BE LAID WHEREVER POSSIBLEUSING COMPLETE LENGTHS FROM RIDGES TO EAVES.SHEET METAL ROOF, CAPPINGS, FLASHINGS ANDPENETRATIONS ARE TO COMPLY WITH PARTS 3.5.1.2& 3.5.1.3 AND OF THE BCA.

REFER TO ENGINEERS DETAILS FOR ROOF FRAMING.ENSURE THE ROOF SPACE IS VENTILATED AT THERIDGE CAPPING AND VIA VENTS LOCATED AT THEEAVES.

METAL SHEET ROOFING SHALL BE IN ACCORDANCEWITH PART 3.5.1. OF THE BCA. WHEREVER POSSIBLEHAVE THE SHEETS LAID SO THAT THE SIDE LAPS AREFACING AWAY FROM THE PREVAILING WEATHER.

REFER TO INSULATION SCHEDULE FOR INSULATIONREQUIREMENTS.

ROOF BATTENS MUST BE FIXED IN ACCORDANCEWITH AS 1684.4 SECTION 9 TABLES 9.2 TO 9.7.

GUTTERS AND DOWNPIPES SHALL BE INACCORDANCE WITH PART 3.5.2 OF THE BCA.ALL DWV PVC DOWNPIPES TO BE JOINTED WITHAPPROVED SOLVENT AND PRIMER. PAINT FINISH.

Project North

ROOF PLANSCALE 1:100

0mm 1000 2000 3000 4000 5000



DA 0636/2021Ref. No:








2

APPROVAL

rev. Amendment Date

21033

Owner:A & J PEARTON

ABN 23 269 055 701


±0

+2,100

+3,200

+3,635

FFL

DOOR/WINDOW HT.

5m BUILDING ENVELOPE

COLORBOND 'CUSTOM ORB'ROOF SHEETING. 'COLOURSELECTED BY OWNER'.

SELECTED FACE BRICK VENEERWALL. 'COLOURS BY OWNER'

POWDERCOATED ALUMINIUMFRAMED DOORS AND WINDOWS,REFER TO DOOR AND WINDOWSCHEDULE

JAMES HARDIE SYCON 'AXON' - VERTICAL.INSTALLED TO MANUFACTURER'SSPECIFICATIONS. 'COLOUR SELECTED BYOWNER'.

SELECTED TIMBER CLADDING.

WEATHERTEX 'WEATHERGROOVE'NATURAL - STAINED BLACK

-3,530

-850

+0

+1,250

+2,100

5,00

0 M

ax H

eigh

t

5,00

0

FFL

LOWER FLOOR LEVEL

NGL

BLOCKWORK FOUNDATION

DOOR/WINDOW HT.


COLORBOND 'CUSTOM ORB'ROOF SHEETING. 'COLOURSELECTED BY OWNER'.

SELECTED FACE BRICK VENEERWALL. 'COLOURS BY OWNER'

POWDERCOATED ALUMINIUM FRAMEDDOORS AND WINDOWS, REFER TO DOORAND WINDOW SCHEDULE

LYSAGHT 'TRIMDEK'. INSTALLED TOMANUFACTURER'S SPECIFICATIONS.'COLOUR SELECTED BY OWNER'.

ELEVATION NOTESWALL CLADDING SYSTEMS MUST BE INSTALLEDIN STRICT ACCORDANCE WITH MANUFACTURESDETAILS, INSTRUCTIONS & SPECIFICATIONS.

INSTALL THE WALL CLADDING SYSTEM COMPLETEWITH JOINTS, TRIMS, FLASHINGS , SEALS , FIXINGS& FINISHES IN STRICT ACCORDANCE WITHMANUFACTURES DETAILS TO ENSURE A WEATHER-PROOF AND WATERTIGHT INSTALLATION.

REFER TO GLAZING CALCULATOR FOR WINDOW &GLAZING DETAILS TYP.

DAMP PROOF COURSE, CONTROL JOINTS ANDWEEP HOLES PROVIDED TO BRICKWORK ATAPPROPRIATE INTERVALS IN ACCORDANCE WITHAS/NZS 4456 AND ENGINEERING DRAWINGS

1-

NORTHERN ELEVATIONSCALE 1:100

0mm 1000 2000 3000 4000 5000

2-

EASTERN ELEVATIONSCALE 1:100

0mm 1000 2000 3000 4000 5000



DA 0636/2021Ref. No:








2

APPROVAL

rev. Amendment Date

21033

Owner:A & J PEARTON

ABN 23 269 055 701


-850

±0

+1,250

+3,200

5,90

0

5,00

0m M

ax H

eigh

t

FFL

DOOR/WINDOW HT.

LOWER FLOOR LEVEL



-850

±0

+3,200

+3,635

5,00

0 M

ax H

eigh

t

2,60

0

FFL

LOWER FLOOR LEVEL

ELEVATION NOTESWALL CLADDING SYSTEMS MUST BE INSTALLEDIN STRICT ACCORDANCE WITH MANUFACTURESDETAILS, INSTRUCTIONS & SPECIFICATIONS.

INSTALL THE WALL CLADDING SYSTEM COMPLETEWITH JOINTS, TRIMS, FLASHINGS , SEALS , FIXINGS& FINISHES IN STRICT ACCORDANCE WITHMANUFACTURES DETAILS TO ENSURE A WEATHER-PROOF AND WATERTIGHT INSTALLATION.

REFER TO GLAZING CALCULATOR FOR WINDOW &GLAZING DETAILS TYP.

DAMP PROOF COURSE, CONTROL JOINTS ANDWEEP HOLES PROVIDED TO BRICKWORK ATAPPROPRIATE INTERVALS IN ACCORDANCE WITHAS/NZS 4456 AND ENGINEERING DRAWINGS

1-

SOUTHERN ELEVATIONSCALE 1:100

0mm 1000 2000 3000 4000 5000

2-

WESTERN ELEVATIONSCALE 1:100

0mm 1000 2000 3000 4000 5000



DA 0636/2021Ref. No:

