development application - city of clarence

DEVELOPMENT APPLICATION

PDPLANPMTD-2021/015643

APPLICANT: P Cuthbertson

PROPOSAL: Additions to Dwelling

LOCATION: 26 Shelomith Drive, Acton Park

RELEVANT PLANNING SCHEME: Clarence Interim Planning Scheme 2015

ADVERTISING EXPIRY DATE: 07 June 2021

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

consent documents the following information is available on request:

• Wastewater Report

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

Street, Rosny Park, during normal office hours until 07 June 2021. In addition to

legislative requirements, plans and documents can also be viewed at

www.ccc.tas.gov.au during these times.

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

07 June 2021.

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.

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

mailto:[email protected]

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

SITE INFORMATIONPROPERTY DESCRIPTIONPID No 1455314TITLE No 106617/11CONTAINING 4002 sqmLOCAL AUTHORITY

CLARENCE COUNCILZONE RURAL LIVINGPLANNING SCHEME OVERLAYS

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ARCHITECTURAL DRAWINGS

1356 SK-A-01 Site Plan

1356 SK-A-02 Part Site and Soil andWater Management Plan

1356 SK-A-03 Existing/Demolition Plan

1356 SK-A-04 Floor Plan

1356 SK-A-05 Window Schedule

1356 SK-A-06 Window and Sliding DoorSchedule

1356 SK-A-07 Ceiling Plan/Lighting Layout

1356 SK-A-08 NCC Lighting Calculations

1356 SK-A-09 Roof Plan

1356 SK-A-10 Elevations

1356 SK-A-11 Elevations

1356 SK-A-12 Section

1356 SK-A-13 Details

1356 SK-A-14 GeneralConstruction Notes

FLOOR AREAEXISTINGHABITABLE 94 sqmENTRY 4 sqmPATIO 25 sqmTOTAL 123 sqm

PROPOSEDHABITABLE: 48 sqm

TOTAL 171 sqm

EXISTING SHED 118 sqm

COLOR SCHEMEWALLS "SANDSTONE" BRICK

TO MATCH EXISTINGROOF COLORBOND MANOR RED

HYDRAULIC DRAWINGS

1356 SK-H-01 Drainage Plan

Phil ip Cuthbertson

B U I L D I N G

D E S I G N

S O L U T I O N S

Proposed: Extensions to Residence

For: C&K Rowbottom

At: 26 Shelomith DriveActon Park

Designer: Philip CuthbertsonBuilding Design SolutionsPO Box 240Huonville TAS

Bushfire Practitioner No. BFP-123Building Accreditation No. CC2251H

THE BUILDING WORKS HAVE BEEN ASSESSED ASNOT REQUIRING A BAL RATING IN ACCORDANCEWITH AS3959-2018. THE SITE IS NOT LOCATED WITHIN A BUSHFIRE

PRONE AREA OVERLAY AS IDENTIFIED BY THECLARENCE INTERIM PLANNING SCHEME.

NO BUSHFIRE PRONE VEGETATION LOCATEDWITHIN 100m OF THE PROPOSEDDEVELOPMENT

Received 15.01.2021

NOTE1. THIS PLAN HAS BEEN PREPARED FROM 'LIST' RECORDS AVAILABLE

AT THE TIME OF DOCUMENTATION2. A REMARK SURVEY IS RECOMMENDED PRIOR TO ANY WORKS

OCCURRING ON OR NEAR BOUNDARIES3. ONLY DETAIL APPARENT ON SITE AT THE TIME OF INSPECTION HAVE

BEEN IDENTIFIED ON THIS PLAN. OTHER FEATURES AND SERVICESMAY EXIST ON, UNDER, OR OVER THE SITE. IT IS THERESPONSIBILITY OF THE DEVELOPER TO DETERMINE THE LOCATIONOF THESE SERVICES PRIOR TO THE COMMENCEMENT OF SITEWORKS

4. BUILDING LOCATION WAS INTERPOLATED FROM 'LIST' RECORDS.

UNDERGROUND SERVICES MAY BE LOCATED IN OR AROUNDTHE SITE. ALL UNDERGROUND SERVICES WITHIN THECONSTRUCTION SITE SHALL BE DISCONNECTED OR ADEQUATEWARNING SIGNS USED TO IDENTIFY SERVICES PRIOR TO ANYCONSTRUCTION WORKS COMMENCING

OVERHEAD POWER LINES MAY BE LOCATED ON OR NEAR THESITE. WHERE THERE IS A DANGER OF POWER LINES BEINGSTRUCK BY PLANT OR OTHER EQUIPMENT, POWER LINESSHOULD BE, WHERE PRACTICAL, DISCONNECTED ORRELOCATED. WHERE THIS IS NOT PRACTICAL ADEQUATEWARNING IN THE FORM OF BRIGHT-COLORED TAPE ORSIGNAGE SHALL BE USED OR A PROTECTIVE BARRIERINSTALLED.

PROPERTY DESCRIPTIONPID No 1455314TITLE No 106617/11CONTAINING 4002 sqm

SHELOMITH DRIVE

43.77 64° 08' 20"

63.06 8° 24' 30"

82.32 169° 46' 40"

PROPOSEDEXTENSION

EXISTINGRESIDENCE

EXISTINGSHED

ADJOININGRESIDENCE

1418

9357

3

3

5

7

7

14704

3

1

3

1

9

4

6

2

7

6

15256

EXISTING DRIVEWAY ANDVEHICLE PARKING AREA

ADJOININGRESIDENCE

ADJOININGRESIDENCE

FIREHYDRANT

JOB NO.:

DRAWING:

PROPOSED:

AT:

FOR:

ISSUE:

DATE DRAWN:

SHEET / SOF

PO Box 240

Huonville TAS 7109

P h o n e : 0 4 3 8 7 8 2 6 5 3

p h c u t h b e r t s o n @ g m a i l . c o m

ABN 48 366 214 794

Bushfire Practitioner No. BFP-123

Building Accreditation No. CC2251 H

ON SITE PRIOR TO COMMENCEMENT OF WORK

WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE.

RESTRICTED TO THIS PROJECT. VERIFY ALL DIMENSIONS

FROM IT IS VESTED IN THE DESIGNER. USE THEREOF IS

COPYRIGHT OF THIS DRAWING AND ALL WORK EXECUTED

Philip Cuthbertson

B U I L D I N G

D E S I G N

S O L U T I O N S

EXTENSIONS TORESIDENCE

C&K ROWBOTTOM

SHELOMITH DRIVEACTON PARK JANUARY 2021

SITE PLAN

1356SK-A-01

14

20m10m0m

SCALE: 1:500 AT A3

Received 15.01.2021

ALL EXCAVATED TOPSOIL TO BE RETAINEDON SITE AND STOCKPILED FORSPREADING OVER SITE WHERE DIRECTEDBY OWNER ON COMPLETION OF WORKS

ALL EARTHWORKS TO BE CARRIED OUT INACCORDANCE WITH AS 3798-2007 GUIDELINESON EARTHWORKS FOR COMMERCIAL ANDRESIDENTIAL DEVELOPMENTS

SITE CONTAMINATION PROTOCOLS DISTURBANCE OF THE SITE BEYOND THE CONSTRUCTION

AREA IS TO BE KEPT TO A MINIMUM. CONTRACTORS ANDVISITORS TO SITE ARE TO AVOID DISTURBING, DRIVING ORWALKING BEYOND THE WORKSITE

ALL FOOTWEAR, TOOLS, PLANT AND EQUIPMENT IS TO BECLEANED OF ALL MUD, SOIL AND DEBRIS PRIOR TODEPARTURE FROM THE SITE

ADDITIONAL WATER TO BE SUPPLIED ON SITE BY THEPRINCIPAL CONTRACTOR FOR CLEANING PURPOSES

EXISTING CROSS-OVER TO REMAIN.DAMAGE TO EXISTING CROSSOVERAND FOOTPATH TO BE REPAIRED ONCOMPLETION OF WORKS TO COUNCILREQUIREMENTS

COMPACTED GRAVELCARPARKING ANDDRIVEWAY

SEDIMENT BARRIER ERECTED PRIOR TOCONSTRUCTION WORKS COMMENCINGAND TO BE MAINTAINED FOR DURATIONOF WORKS

EXISTING WATERCONNECTION

PROPOSEDEXTENSION

EXISTINGRESIDENCE

EXISTINGSHED

JOB NO.:

DRAWING:

PROPOSED:

AT:

FOR:

ISSUE:

DATE DRAWN:

SHEET / SOF

PO Box 240

Huonville TAS 7109

P h o n e : 0 4 3 8 7 8 2 6 5 3


ABN 48 366 214 794








Philip Cuthbertson

B U I L D I N G

D E S I G N

S O L U T I O N S


C&K ROWBOTTOM


PART SITE AND SOIL ANDWATER MANAGEMENT PLAN

1356SK-A-02

14

5m0m 10m

SCALE: 1:250 AT A3

Received 15.01.2021

DEMOLITIONUNTIL PERMANENT SUPPORT CAN BE PROVIDED, PROVIDETEMPORARY SUPPORT FOR SECTIONS OF EXISTINGBUILDINGS WHICH ARE TO BE ALTERED AND WHICHNORMALLY RELY FOR SUPPORT ON WORK TO BEDEMOLISHED.

PROVIDE SUPPORTS TO ADJACENT STRUCTURES WHERENECESSARY, SUFFICIENT TO PREVENT DAMAGE RESULTINGFROM THE WORKS.

WHERE WALLS OR ROOFS ARE OPENED FOR ALTERATIONS ORTHE SURFACES OF THE ADJOINING BUILDING IS EXPOSED,PROVIDE TEMPORARY COVERS TO PREVENT WATERPENETRATION.

ACCURATELY FORM OPENINGS AS REQUIRED IN THE EXISTINGSTRUCTURE. WHERE BRICK WALLS ARE DISTURBED, BUILD UPARISES SQUARE AND TRUE AND, UNLESS OTHERWISE NOTED,MAKE GOOD FINISHES TO MATCH EXISTING.

REMOVE ALL REDUNDANT ELECTRICAL ITEMS INCLUDING ALLWIRING AND FITTINGS AND ENSURE ELECTRICAL SERVICESARE LEFT IN A SAFE CONDITION.

ON COMPLETION OF DEMOLITION WORK REMOVE ALLDEMOLISHED MATERIALS FROM SITE AND LEAVE THE SITE INA CLEAN AND TIDY CONDITION.

EXISTING WALLS TO REMAIN

EXISTING WALLS, FITTINGSETC TO BE DEMOLISHED ORREMOVED

13000

3835

6600

900

7500

BED3

KITCHEN

BEDROOM1

BEDROOM2

LDY BATHwc

LOUNGE

DINING

EXISTING ROOF SHEETING, FLASHINGS ANDCAPPINGS TO AREA HATCHED TO BEREMOVED TO ALLOW FOR INSTALLATION OFNEW ROOF. EXISTING STRUCTURAL MEMBERSTO BE INSPECTED AND REPLACED ASREQUIRED IN CONSULTATION WITH THEBUILDING OWNER

EXISTING ROBE TOBE REMOVED

EXTERNAL SKIN OF BRICKWORKTO BE REMOVED AND SALVAGEDFOR REUSE

CUT INTO EXISTING TIMBERFRAMED WALL FOR NEW OPENING.TRIM OPENING ANDMAKE GOOS TOMATCH ADJOINING WALLSEXISTING RESIDENCE TO

REMAIN

JOB NO.:

DRAWING:

PROPOSED:

AT:

FOR:

ISSUE:

DATE DRAWN:

SHEET / SOF

PO Box 240

Huonville TAS 7109

P h o n e : 0 4 3 8 7 8 2 6 5 3


ABN 48 366 214 794








Philip Cuthbertson

B U I L D I N G

D E S I G N

S O L U T I O N S


C&K ROWBOTTOM


EXISTING/DEMOLITIONPLAN

1356SK-A-03

14

SCALE: 1:100 AT A3

3m2m1m0m 4m

Received 15.01.2021

INDICATES LOCATION OF SMOKE ALARM COMPLYINGWITH AS3786 AND NCC PART 3.7.2 AND CONNECTEDTO THE CONSUMER MAINS POWER. MULTIPLE ALARMSTO BE INTERCONNECTED

BED4

KITCHEN

LINEN

ROBE

FLOOR AREAEXISTINGHABITABLE 94 sqmENTRY 4 sqmPATIO 25 sqmTOTAL 123 sqm

PROPOSEDHABITABLE: 48 sqm

TOTAL 171 sqm

ENERGY REQUIREMENTS FOR NEWWORKSNCC PART 3.12 ENERGY EFFICIENCY DEEMED TO SATISFYREQUIREMENTS

ROOFUPPER SURFACE SOLAR ABSORPTANCE VALUE >4 BUT <6

R VALUE REQUIRED FOR ROOF: 4.6PROVIDED:PITCHED METAL ROOF WITH FLAT CEILING: 0.54COMBINED FOIL AND 60mm INSULATION: 1.3CEILING INSULATION PROVIDED: 4.10TOTAL PROVIDED: 5.94

% OF CEILING SPACE UN-INSULATED: 1.5%

EXTERNAL WALLSMINIMUM REQUIRED: 2.8PROVIDED:WALL FRAMING, PLASTERBOARD SHEETING: 0.56REFLECTIVE INSULATION: 0.50WALL INSULATION PROVIDED: 2.50TOTAL PROVIDED: 3.56

EXISTING WALLSREMAINING

NEW WALLS

ALL NEW GLAZING TO BE TAGGED OR CERTIFIED FORCOMPLIANCE WITH NCC PART 3.6, AS1288 AND,WHERE APPLICABLE, AS2047

S/A

PROPRIETARY SHELVING ANDSLIDING DOORS TO WARDROBESAS SELECTED BY OWNER

NEW WALL FRAMES AND SHEETING:1. ALL INTERNAL WALLS ARE 90mm THICK TIMBER

FRAMED2. ALL EXTERNAL WALLS ARE 90mm THICK TIMBER

FRAMED3. DIMENSIONS ARE TO WALL FRAMES (UNLESS

NOTED OTHERWISE)4. PLASTERBOARD WALL AND CEILING SHEETING

GENERALLY THROUGHOUT

THE BUILDING OWNER IS RESPONSIBLE FOR THESELECTION OF FLOOR FINISHES IN THE PEDESTRIANTRAFFICABLE AREAS OF THIS BUILDING. SURFACESSHOULD BE SELECTED IN ACCORDANCE WITH AS HB197:1999 AND AS/NZS 4586.2004

NEW FLOOR LEVEL TO MATCH EXISTING.DIFFERENCE IN FLOOR LEVEL TO BE NOMORE THAN 4mm IN ANY 2m LENGTH

EXISTING BUILDING LAUOUT BASED ON INFORMATIONSUPPLIED BY CLARANCE COUNCIL, DIMENSIONS TAKENON SITE, AND A VISUAL NON-INVASIVE INSPECTION.OTHER CONDITIONS, FEATURES AND SERVICES MAYEXIST AND IT IS THE RESPONSIBILITY OF INDIVIDUALPERSONS TO DETERMINE CONDITIONS ON SITE ASAPPROPRIATE TO THEIR WORKS

250

4300

250

2800 1330

90

EXISTING 12590

5130

600

90

5400

90

2610

3400

90

510

3800

90

PROPOSED 4550EXISTING 12840

250

2500

17390

250

2600

250

90 90

910

900

90

1700 2800

90

7500

4300

250

250

PROPOSED 4800

17390

600

90

90

250

BEDROOM3

10500

RUMPUS

90

920

90

ROBE

LDY

3400

250

6100

BATH

250

2000

PATIO

wc

LOUNGE

DINING

820

820

820

1475 1850 1475

1906

1850

3869

1850

1025

1065 1850 1475

WINDOW SETOUT

WINDOW SETOUT

WIN

DO

W S

ET

OU

T

BEDROOM2

BEDROOM1

NEW ROOFOVER

EXISTING RESIDENCETO REMAIN

LINE OF EXISTINGROOF OVER

S/A

THE BUILDING WORKS HAVE BEEN ASSESSED AS NOTREQUIRING A BAL RATING IN ACCORDANCE WITHAS3959-2018. THE SITE IS NOT LOCATED WITHIN A BUSHFIRE PRONE

AREA OVERLAY AS IDENTIFIED BY THE CLARENCEINTERIM PLANNING SCHEME.

NO BUSHFIRE PRONE VEGETATION LOCATED WITHIN100m OF THE PROPOSED DEVELOPMENT

PAVED

CARPET

CARPET

NOTE: NO PLUMBING FITTINGSOR FIXTURES TO BE ADDED ORDELETED AS PART OF THEPROPOSED BUILDING WORKS

JOB NO.:

DRAWING:

PROPOSED:

AT:

FOR:

ISSUE:

DATE DRAWN:

SHEET / SOF

PO Box 240

Huonville TAS 7109

P h o n e : 0 4 3 8 7 8 2 6 5 3


ABN 48 366 214 794








Philip Cuthbertson

B U I L D I N G

D E S I G N

S O L U T I O N S


C&K ROWBOTTOM


FLOOR PLAN

1356SK-A-04

14

SCALE: 1:100 AT A3

3m2m1m0m 4m

Received 15.01.2021

WINDOW SCHEDULE

ID LOCATION TYPE VIEW FROM HEIGHT WIDTH HEAD FRAME GLAZING SECTOR OPENABLE ROOM % OF NOTES OUTSIDE HEIGHT FACING AREA SIZE ROOM

W01 BEDROOM SLIDE GL 2000 1800 2100 ALUMINUM CLEAR NORTH 1.35 sqm 14.6 sqm 9.2%2 FIXED GL DOUBLE GLAZED

W02 BEDROOM SLIDE GL 600 1800 2100 ALUMINUM CLEAR EAST 0.54 sqm 14.6 sqm 3.7%2 FIXED GL DOUBLE GLAZED

W03 BEDROOM SLIDE GL 600 1800 2100 ALUMINUM CLEAR EAST 0.54 sqm 17.6 sqm 3.1%1 FIXED GL SINGLE GLAZED

W04 RUMPUS SLIDE GL 600 1800 2100 ALUMINUM CLEAR SOUTH 0.54 sqm 7.0 sqm 15.4%FIXED GL DOUBLE GLAZED

W05 BATH SLIDE GL 1800 2700 2100 ALUMINUM CLEAR SOUTH 0.36 sqm 4.3 sqm 8.5% EXISTINGFIXED GL SINGLE GLAZED

W06 WC SLIDE GL 800 2100 2100 ALUMINUM CLEAR SOUTH 0.18 sqm 1.4 sqm 13.3% EXISTINGFIXED GL SINGLE GLAZED

W07 KITCHEN SLIDE GL 1800 500 2100 ALUMINUM CLEAR NORTH 0.81 sqm 8.4 sqm 9.6% EXISTINGFIXED GL SINGLE GLAZED

W08 DINING SLIDE GL 1800 500 2100 ALUMINUM CLEAR NORTH 0.54 sqm 6.5 sqm 8.3% EXISTINGFIXED GL SINGLE GLAZED

W09 LOUNGE SLIDE GL 1500 1800 2100 ALUMINUM CLEAR NORTH 0.54 sqm 23.8 sqm 5.7% EXISTINGFIXED GL SINGLE GLAZED

WINDOW MANUFACTURER TO BE SELECTED

EXISTING WINDOW MANUFACTURER UNKNOWN

THE BUILDING WORKS HAVE BEEN ASSESSED AS NOT REQUIRINGA BAL RATING IN ACCORDANCE WITH AS3959-2018

JOB NO.:

DRAWING:

PROPOSED:

AT:

FOR:

ISSUE:

DATE DRAWN:

SHEET / SOF

PO Box 240

Huonville TAS 7109

P h o n e : 0 4 3 8 7 8 2 6 5 3


ABN 48 366 214 794








Philip Cuthbertson

B U I L D I N G

D E S I G N

S O L U T I O N S


C&K ROWBOTTOM


WINDOW SCHEDULE

1356SK-A-05

14

Received 15.01.2021

SLIDING DOOR SCHEDULE

ID LOCATION TYPE VIEW FROM NOM WIDTH HEAD FRAME GLAZING SECTOR OPENABLE ROOM % OF NOTES OUTSIDE HEIGHT HEIGHT FACING AREA SIZE ROOM

D01 BEDROOM SLIDE GL 2100 1800 2100 ALUMINUM CLEAR SOUTH 1.89 sqm 17.6 sqm 4.1%1 FIXED GL DOUBLE GLAZED

D02 DINING SLIDE GL 2100 1800 2100 ALUMINUM CLEAR SOUTH 1.89 sqm 6.5 sqm 29.1% EXISTINGFIXED GL SINGLE GLAZED

WINDOW SCHEDULE

ID LOCATION TYPE VIEW FROM HEIGHT WIDTH HEAD FRAME GLAZING SECTOR OPENABLE ROOM % OF NOTES OUTSIDE HEIGHT FACING AREA SIZE ROOM

W10 LOUNGE SLIDE GL 2000 1800 2100 ALUMINUM CLEAR NORTH 1.35 sqm 23.8 sqm 5.7% EXISTINGFIXED GL SINGLE GLAZED

W11 BEDROOM SLIDE GL 2000 1800 2100 ALUMINUM CLEAR NORTH 1.35 sqm 8.8 sqm 15.3% EXISTING4 FIXED GL SINGLE GLAZED

W12 BEDROOM SLIDE GL 2000 1800 2100 ALUMINUM CLEAR NORTH 1.35 sqm 8.8 sqm 10.4% EXISTING3 FIXED GL SINGLE GLAZED

WINDOW MANUFACTURER TO BE SELECTED

EXISTING WINDOW AND SLIDING DOOR MANUFACTURER UNKNOWN

THE BUILDING WORKS HAVE BEEN ASSESSED AS NOT REQUIRINGA BAL RATING IN ACCORDANCE WITH AS3959-2018

JOB NO.:

DRAWING:

PROPOSED:

AT:

FOR:

ISSUE:

DATE DRAWN:

SHEET / SOF

PO Box 240

Huonville TAS 7109

P h o n e : 0 4 3 8 7 8 2 6 5 3


ABN 48 366 214 794








Philip Cuthbertson

B U I L D I N G

D E S I G N

S O L U T I O N S


C&K ROWBOTTOM


WINDOW/SLIDING DOORSCHEDULE

1356SK-A-06

14

Received 15.01.2021

BED4

KITCHEN

PLASTERBOARD CEILING TO MATCHEXISTING MIN 2400 ABOVE FINISHEDFLOOR LEVEL FIXED TO TIMBER ORMETAL FURRING CHANNELS AT MAX450 CENTRES

FC EAVES AND SOFFITSHEETING

RECESSED CEILING MOUNTEDDOWNLIGHT MAX 15WWALL MOUNTED BATTEN LIGHTMAX 15W

FLUORESCENT LIGHT - SINGLE28WFLUORESCENT LIGHT - DOUBLE28WLIGHT SWITCH

DENOTES HEIGHT ABOVE FFL

ELECTRICAL CONTRACTOR TO LIAISEWITH BUILDER AND OTHER TRADES FORINSTALLATION OF FITTINGS AND WIRES

LIGHT SWITCHES TO BE LOCATED MIN900 AND MAX 1100 ABOVE FFL TOCENTRE OF SWITCH

GENERAL PURPOSE POWER OUTLETSGENERALLY TO BE MOUNTED 300ABOVE FLOOR LEVEL UNO

ELECTRICAL LEGEND

1200

CEILING MOUNTED BATTENLIGHT MAX 15W

SMOKE ALARM COMPLYING WITH AS3786 ANDCONNECTED TO THE CONSUMER MAINSPOWER WITH BATTERY BACKUP. EXACTLOCATION TO BE VERIFIED ON SITE. MULTIPLEALARMS TO BE INTERCONNECTED. ELECTRICIANAND OWNER TO IDENTIFY LOCATION OF TYPEOF EXISTING DETECTOR/S AND CONFIRMCOMPLIANCE WITH AUSTRALIAN STANDARDSAND NCC

OVERHEAD LIGHT WITHINTEGRATED FAN AND HEATERMAX 15W GLOBE OR "IXLTASTIC" MAX 100W GLOBE

S/A

ELECTRICAL INSTALLATION TO COMPLYWITH AS/NZS 3000 WIRING RULES ANDAS/NZS 3018 ELECTRICAL INSTALLATIONS- DOMESTIC INSTALLATIONS

ELECTRICAL NOTES

BEDROOM3

RUMPUSLDY BATHwc

LOUNGE

DINING

S/A

BEDROOM2

BEDROOM1

EXISTING CEILING AND LIGHTINGFIXTURES TO REMAIN

MAKE GOOD WALL AND CEILINGSHEETING FOLLOWINGDEMOLITION WORKS

JOB NO.:

DRAWING:

PROPOSED:

AT:

FOR:

ISSUE:

DATE DRAWN:

SHEET / SOF

PO Box 240

Huonville TAS 7109

P h o n e : 0 4 3 8 7 8 2 6 5 3


ABN 48 366 214 794








Philip Cuthbertson

B U I L D I N G

D E S I G N

S O L U T I O N S


C&K ROWBOTTOM


CEILING PLAN/LIGHTING LAYOUT

1356SK-A-07

14

SCALE: 1:100 AT A3

3m2m1m0m 4m

Received 15.01.2021

JOB NO.:

DRAWING:

PROPOSED:

AT:

FOR:

ISSUE:

DATE DRAWN:

SHEET / SOF

PO Box 240

Huonville TAS 7109

P h o n e : 0 4 3 8 7 8 2 6 5 3


ABN 48 366 214 794








Philip Cuthbertson

B U I L D I N G

D E S I G N

S O L U T I O N S


C&K ROWBOTTOM


NCC LIGHTINGCALCULATIONS

1356SK-A-08

14

Received 15.01.2021

ROOF PITCH 20° TOMATCH EXISTING

0.48mm COLORBOND CUSTOM ORBROOF SHEETING SCREW FIXED TOROOF BATTENS TO MANUFACTURERSREQUIREMENTS. COLOR AND PROFILETO MATCH EXISTING

ALL ROOF PENETRATIONS TO BE LOCATED CLEAR OFALL FRAMING MEMBERS AND FLASHED TO PREVENTINGRESS OF WATER. PROVIDE ADDITIONAL FRAMINGAS REQUIRED FOR FIXING OF ROOF SHEETING ANDFLASHINGS AROUND PENETRATIONS

METAL FASCIA BARGE ANDFASCIA BOARDS WITHCOLORBOND FINISH

GUTTER/DOWNPIPESGUTTERS TO BE SUPPORTED ON PROPRIETARY BRACKETS ATMAXIMUM 900 CENTRES

SET DOWNPIPES 20mm OFF WALLS AND SECURELY FIX WITH0.6mm METAL STRAPS AT EACH JOINT AND AT MAXIMUM1200 CENTRES. FINISH STRAPS TO MATCH DOWNPIPES

SHEET ROOF INSTALLATIONSHEET ROOFING TO BE INSTALLED IN ACCORDANCE WITHTHE REQUIREMENTS OF THE NCC VOL 2 CL 3.5.1.FASTENERS TO BE OF A COMPATIBLE METAL TO THEROOFING AND SPACED IN ACCORDANCE WITH BCA FIGURE3.5.1.5.

STOP ENDS TO BE TURNED UP 60 DEGREES AT THE RIDGELINE OF EACH LENGTH WHEREVER POSSIBLE SHEETS SHALLBE COMPLETE FROM RIDGE TO EAVES

ROOF FLASHINGS SHALL BE PURPOSE MADE, MACHINEFOLDED AND FABRICATED FROM MATERIALS COMPATIBLEWITH THE ROOF SHEETING. JOINTS SHALL BE NOT LESSTHAN 40mm

FLASH ALL ROOF JUNCTIONS, UP STANDS ANDPROJECTIONS THROUGH ROOF SHEETING. NOTCH ANDSCRIBE AS REQUIRED TO FOLLOW THE PROFILE OFADJACENT SURFACES. MITRE ANGLES AND LAP JOINTS150mm IN RUNNING LENGTHS. PROVIDE EXPANSION JOINTSAT MAX 6 METRE INTERVALS

SHEETS TO PROJECT 50mm INTO GUTTERS


EXISTING TILED ROOF SHEETING,FLASHINGS AND CAPPINGS TO BEREMOVED. REPLACE WITH NEWCOLORBOND CUSTOM ORB ROOFSHEETING TO EXISTING TIMBER FRAME

NOMINAL 450 ROOF OVERHANGTO MATCH EXISTING


THE BUILDING WORKS HAVE BEEN ASSESSED AS NOTREQUIRING A BAL RATING IN ACCORDANCE WITHAS3959-2018. THE SITE IS NOT LOCATED WITHIN A BUSHFIRE PRONE

AREA OVERLAY AS IDENTIFIED BY THE CLARENCEINTERIM PLANNING SCHEME.

NO BUSHFIRE PRONE VEGETATION LOCATED WITHIN100m OF THE PROPOSED DEVELOPMENT

EXISTINGDOWNPIPE

EXISTINGDOWNPIPE

EXISTINGDOWNPIPE

NEW FLASHINGS AND CAPPINGSTO MATCH NEW ROOF SHEETING

JOB NO.:

DRAWING:

PROPOSED:

AT:

FOR:

ISSUE:

DATE DRAWN:

SHEET / SOF

PO Box 240

Huonville TAS 7109

P h o n e : 0 4 3 8 7 8 2 6 5 3


ABN 48 366 214 794








Philip Cuthbertson

B U I L D I N G

D E S I G N

S O L U T I O N S


C&K ROWBOTTOM


ROOF PLAN

1356SK-A-09

14

SCALE: 1:100 AT A3

3m2m1m0m 4m

Received 15.01.2021

SOUTHELEVATION

EXISTING GROUND LEVEL

CORR CUSTOM ORB ROOF SHEETING- PROFILE AND COLORBOND FINISHTO MATCH EXISTING

QUAD GUTTER AND METAL FASCIA -COLORBOND FINISH

EXISTING ROOF SHEETING TOBE REPLACED WITH NEWCUSTOM SHEETING

EXISTING ROOF SHEETING ANDFRAMING TO BE REMOVED TOFACILITATE CONSTRUCTION OFNEW ROOF

VERTICAL ARTICULATIONJOINTS AT 6m MAX CRSTO BCA REQUIREMENTS

EASTELEVATION

EXISTING GROUND LEVEL

CORR CUSTOM ORB ROOF SHEETINGTO MATCH EXISTING

QUAD GUTTER AND METAL FASCIA -COLORBOND FINISH

NEW ALUM FRAMED DOUBLEGLAZED WINDOWS AND BRICKSILL TO MATCH EXISTING

FACE BRICKWORK AS SELECTED BYOWNER TO MATCH EXISTING

450 450

TO MATCH EXISTING TO MATCH EXISTING

JOB NO.:

DRAWING:

PROPOSED:

AT:

FOR:

ISSUE:

DATE DRAWN:

SHEET / SOF

PO Box 240

Huonville TAS 7109

P h o n e : 0 4 3 8 7 8 2 6 5 3


ABN 48 366 214 794








Philip Cuthbertson

B U I L D I N G

D E S I G N

S O L U T I O N S


C&K ROWBOTTOM


ELEVATIONS

1356SK-A-10

14

SCALE: 1:100 AT A3

3m2m1m0m 4m

Received 15.01.2021

VERTICAL ARTICULATIONJOINTS AT JUNCTION TOEXISTING RESIDENCE

NORTHELEVATION

EXISTING ROOF SHEETING ANDFRAMING TO BE REMOVED TOFACILITATE CONSTRUCTION OFNEW ROOF

EXISTING RESIDENCE TO REMAIN

NEW GUTTER TO CONNECT TOEXISTING GUTTER ANDSTORMWATER SYSTEM

WESTELEVATION

NEW COLORBONDCUSTOM ORB ROOFSHEETING

JOB NO.:

DRAWING:

PROPOSED:

AT:

FOR:

ISSUE:

DATE DRAWN:

SHEET / SOF

PO Box 240

Huonville TAS 7109

P h o n e : 0 4 3 8 7 8 2 6 5 3


ABN 48 366 214 794








Philip Cuthbertson

B U I L D I N G

D E S I G N

S O L U T I O N S


C&K ROWBOTTOM


ELEVATIONS

1356SK-A-11

14

SCALE: 1:100 AT A3

3m2m1m0m 4m

Received 15.01.2021

INSULATION TO BE CUT TO FIT SNUGLYBETWEEN FRAMING MEMBERS ANDTRIMMED AROUND SERVICEPENETRATIONS. ALL SPACES BETWEENFRAMING MEMBERS TO CONTAIN BULKINSULATION

INSTALL COMBINED FOIL VAPOURBARRIER AND INSULATIONNOMINALLY 60mm THICK (CSRBRADFORD ANTICON OR SIMILAR)LAYED ON TOP OF ROOF BATTENSWITH FOIL FACE DOWNWARDS

VAPOUR PERMEABLE ROOF SARKINGTO COMPLY WITH AS/NZS 4200 ANDINSTALLED IN ACCORDANCE WITHMANUFACTURERS RECOMMENDATIONSFOR SELECTED ROOF SHEETING

FLASH ABOVE WINDOWS AND TURN UPMIN 150mm BEHIND SHEETING AND FIXTO TIMBER FRAMING

WEEPHOLES TO MASONRY ABOVE ANDBELOW WINDOWS AT MAX 1200CENTRES

MIN 5mm GAP TO BE MAINTAINED TOPERIMETER OF WINDOW FRAME ANDSTRUCTURAL FRAME

PLASTERBOARD CEILING FIXED TOTIMBER OR METAL FURRING CHANNELSAT MAX 450 CENTRES

BRICK VENEER TIES R2 GALV AT450mm CENTRES HORIZONTALLYAND 600 CENTRES VERTICALLY

MIN 40mm CAVITY TO BE KEPT CLEAR OFDEBRIS, MORTAR DROPPINGS ETC

ALL EXTERNAL WALLS TO BE FILLED WITHMINIMUM R2 GLASS FIBRE "PINK BATTS"THERMAL INSULATION OR SIMILAR FROMFLOOR TO CEILING

CEILINGS OVER HABITABLE ROOMS TO HAVEMINIMUM R4 INSULATION WITH R2 INSULATION(NOMINALLY 70mm THICK) TO 600 WIDEPERIMETER MEASURED FROM EXTERNAL WALL.MIN 150mm CLEARANCE TO BE MAINTAINEDBETWEEN TOP OF UNCOMPRESSED BULKCEILING INSULATION AND ROOF SARKING ATLOWEST POINT. PERIMETER INSULATION IS NOTTO BLOCK OFF AIR FLOW FROM EAVES INTOTHE ROOF SPACE.

QUAD GUTTER WITH COLORBOND FINISH FIXEDTO MANUFACTURERS SPECIFICATIONS. IT ISRECOMMENDED THAT A NON-COMBUSTIBLELEAF GUARD BE INSTALLED TO ALL GUTTERSAND VALLEYS

CUSTOM ORB ROOF SHEETING SCREW FIXEDTO TIMBER ROOF BATTENS TOMANUFACTURERS REQUIREMENTS. SEALUNDER ENDS OF CORRUGATIONS AT CAPPINGS

TIMBER ROOF TRUSSES AT 900CENTRES SUPPLIED AND INSTALLED TOMANUFACTURERS SPECIFICATIONS

FLASHINGS TO BE PROVIDED TO ALLEXTERNAL WALL OPENINGS INACCORDANCE WITH PART 3.5.3.6 OFTHE BCA/NCC

REFER ENGINEERS DRAWINGS ANDNOTES FOR ADDITIONAL REQUIREMENTSFOR FLOOR SLAB AND FOOTING

SURROUNDING GROUND LEVEL TO BE SHAPEDDIVERT SURFACE WATER AWAY FROM BUILDINGWITH A MINIMUM FALL OF 50mm OVER THE FIRST1m FROM THE BUILDING AND IN ACCORDANCEWITH PART 3.1.2.3 (a) & (b) OF THE BCA/NCC

RIDGE CAPPINGS AND FLASHINGS TO BEALIGNED TO ALLOW FIXING TO STRUCTURALSUPPORT MEMBER

TIMBER FRAME CONNECTORS (I.E. JOISTHANGERS OR SIMILAR) TO BE NAILED ORSCREWED (NOT BOTH) WITH 35x3.15mmGALVANISED NAILS, 50x2.8mm SCREW SHANKPOWER DRIVEN NAILS, OR 12x35mm TYPE 17HEX HEAD SCREWS. NUMBER, TYPE ANDSPACING OF FIXINGS TO MANUFACTURERSINSTRUCTIONS

CEILING

HEAD

FLOOR

24

00

21

00

METAL ROOF SHEETINGAT 20° PITCH

MASONRYBRICKWORK TO CONFORM TO THE REQUIREMENTS OF PART3.3 OF THE BCA AND AS3700 MASONRY STRUCTURES

MORTAR MIX TO CONFORM TO AS3700 AND AT A MINIMUMTO CONSIST OF 1 CEMENT:1 LIME: 6 SAND

MORTAR JOINTS MINIMUM 10mm WIDE

INSTALL R2 GALV BRICK VENEER TIES AT 450mmHORZONTALLY AND AT 600 CENTRES VERTICALLY.MASONRY WALL TIES SHALL BE PROVIDED IN ACCORDANCEWITH BCA PART 3.3.3.2 AND AS3700

ARTICULATION JOINTS (AJ) SHALL BE AT MAXIMUM 5mCENTRES AND AS INDICATED TO BE MINIMUM 10mm WIDEFILLED WITH A MASTIC SEAL AND POLYTHENE BACKING ROD.INSTALL ARTICULATED MASONRY ANCHORS AT EVERYFOURTH COURSE AT ARTICULATION JOINTS

WEEP HOLES TO BE PROVIDED IN COURSE IMMEDIATELYABOVE ANY DPC AT MAXIMUM 1200 CENTRES

LINTELS TO HAVE MINIMUM 150MM END BEARING AND MIN3 COURSES OF BRICKWORK ABOVE LINTEL.

LINTEL SIZES UPTO 2050 OPENING: 90X 90X6MM ANGLE 2170 OPENING: 90X 90X8MM ANGLE 2290 OPENING: 100X100X6MM ANGLE

FLASH ABOVE ALL WINDOW AND DOOR OPENINGS, UNDERSILLS AND AS INDICATED ON THE DETAILS. FLASHINGMATERIAL TO COMPLY WITH AS2904 AND SHALL BE LAYEDIN UNBROKEN LENGTHS EXTENDING 150mm BEYOND JAMBS

APPROPRIATE PRECAUTIONS SHALL BE TAKEN TO PREVENTMORTAR FALLING DOWN CORES AND CAVITIES. ANYINGRESS OF MORTAR SHALL BE REMOVED.

JOB NO.:

DRAWING:

PROPOSED:

AT:

FOR:

ISSUE:

DATE DRAWN:

SHEET / SOF

PO Box 240

Huonville TAS 7109

P h o n e : 0 4 3 8 7 8 2 6 5 3


ABN 48 366 214 794








Philip Cuthbertson

B U I L D I N G

D E S I G N

S O L U T I O N S


C&K ROWBOTTOM


SECTION

1356SK-A-12

14

2m1m0m

SCALE: 1:50 AT A3

Received 15.01.2021

INTERNAL LINING

BRICKWORK AS SELECTEDTO MATCH EXISTING

VAPOUR PERMEABLEWALL WRAP INSTALLEDTO MANUFACTURERSDETAILS

INTERNAL LINING

WALL FRAMING VAPOUR PERMEABLE WALLWRAP

SILL FLASHING

PACKER UNDERWINDOW

PROVIDE NOMINAL 20mmCLEARANCE TO TOP OFWINDOW

TYPICAL WINDOWDETAILS

NOTEWINDOW INDICATIVE ONLY -REFER MANUFACTURERSDETAILS FOR FULL INSTALLATIONREQUIREMENTS

WEEP HOLES AT MAX 1200CENTRES

BRICK ON EDGE SILL

HEAD FLASHING TURNED UPNOT LESS THAN 150mmBEHIND WALL SHEETING ANDFIXED TO WALL FRAME

EXTERNAL LININGPROVIDE CLEARANCE UNDERSHEETING TO ALLOW EGRESSOF WATER

FC EAVES SHEETING FIXEDTO TIMBER BATTENS

CEILINGS OVER HABITABLE ROOMS TO HAVEMINIMUM R4 INSULATION WITH R2 INSULATION(NOMINALLY 70mm THICK) TO 600 WIDE PERIMETERMEASURED FROM EXTERNAL WALL. MIN 150mmCLEARANCE TO BE MAINTAINED BETWEEN TOP OFUNCOMPRESSED BULK CEILING INSULATION ANDROOF SARKING AT LOWEST POINT. PERIMETERINSULATION IS NOT TO BLOCK OFF AIR FLOW FROMEAVES INTO THE ROOF SPACE. NO INSULATION TOBE COMPRESSED

EAVE VENTILATION OPENINGS GREATER THAN3mm SHALL BE PROTECTED WITH EMBERGUARDS MADE OF NON-COMBUSTIBLEMATERIAL OR A MESH OR PERFORATEDSHEET WITH A MAXIMUM APERTURE OF 2mmMADE OF CORROSION RESISTANT STEEL,BRONZE OR ALUMINUM

CONTINUOUS VENTILATIONGAP MIN 75mm WIDE WITHBUSHFIRE COMPLIANT MESHOVER TO AS3959

VAPOURPERMEABLEWALL WRAP

BRADFORD ANTICON 60 ORSIMILAR ROOF BLANKET

SPACE LEFT CLEAR OF ANYOBSTRUCTION TO ALLOW AIRCIRCULATION FROM EAVE VENTS

PROFILED NON-COMBUSTIBLECOMPRESSIBLE MATERIAL TOAS3959

PROFILED PROPRIETARYNON-COMBUSTIBLE INFILLMATERIAL AT RIDGE

TIMBER ROOFFRAME

TYPICAL EAVE DETAIL TONEW ROOF

TYPICAL RIDGEDETAIL

JOB NO.:

DRAWING:

PROPOSED:

AT:

FOR:

ISSUE:

DATE DRAWN:

SHEET / SOF

PO Box 240

Huonville TAS 7109

P h o n e : 0 4 3 8 7 8 2 6 5 3


ABN 48 366 214 794








Philip Cuthbertson

B U I L D I N G

D E S I G N

S O L U T I O N S


C&K ROWBOTTOM


DETAILS

1356SK-A-13

14

6004002000mm 800

SCALE: 1:20 AT A3

Received 15.01.2021

CONSTRUCTION GENERALLY

THIS DEVELOPMENT HAS BEEN DESIGNED AS A

RESIDENTIAL BUILDING. WHERE A CHANGE OF USE

OCCURS AT A LATER DATE FURTHER ASSESSMENT

MAY BE REQUIRED TO ENSURE COMPLIANCE WITH

RELEVANT CODES AND LEGISLATION.

ALL CONSTRUCTION WORK TO COMPLY WITH THE

REQUIREMENTS OF THE NATIONAL CONSTRUCTION

CODE 2016, AS 1684 2010 RESIDENTIAL TIMBER FRAMED

CONSTRUCTION, PARTS 1 TO 4

ALL WORK SHALL BE CARRIED OUT BY TRADESPEOPLE

IN A GOOD WORKMANLIKE MANNER FREE FROM

IMPERFECTIONS, DAMAGE OR POOR QUALITY WORK

ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE

LATEST AUSTRALIAN STANDARDS, SHALL BE NEW AND

FREE FROM DEFECTS. SECONDHAND MATERIALS

SHALL ONLY BE USED WHERE SPECIFICALLY

NOMINATED BY THE OWNER

ALL CONTRACTORS AND SUB-CONTRACTORS SHALL BE

AWARE OF, AND COMPLY WITH, THE REQUIREMENTS

OF THE WORK HEALTH AND SAFETY ACT 2012 AND THE

WORK HEALTH AND SAFETY REGULATIONS 2012.

PROTECTIVE EQUIPMENT IS REQUIRED TO BE

SUPPLIED AND WORN IN ACCORDANCE WITH THE

WORKPLACE HEALTH AND SAFETY ACT

BUILDER TO DEFINE BOUNDARIES AND ENSURE

DISTANCES TO BOUNDARIES ARE AS SPECIFIED AND

AS REQUIRED BY THE BUILDING CODE OF AUSTRALIA

ENTRY TO THE SITE BY THE PUBLIC AND

UNAUTHORISED PERSONNEL IS PROHIBITED. THE

PRINCIPAL CONTRACTOR SHALL ERECT WARNING

SIGNS AND BARRIERS AS REQUIRED TO RESTRICT

UNAUTHORISED ACCESS

ALL EARTHWORKS TO BE CARRIED OUT IN

ACCORDANCE WITH AS 3798-2007 GUIDELINES ON

EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL

DEVELOPMENTS

ALL WORK USING PLANT AND EQUIPMENT SHALL BE

CARRIED OUT IN ACCORDANCE WITH CODE OF

PRACTICE: MANAGING RISKS OF PLANT AT THE

WORKPLACE

ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE

WITH THE CODE OF PRACTICE: MANAGING NOISE AND

PREVENTING HEARING LOSS AT WORK

PUBLIC ACCESS TO CONSTRUCTION AND DEMOLITION

SITES IS TO BE RESTRICTED. WARNING SIGNS AND

SECURE BARRICADES TO UNAUTHORISED ACCESS

SHOULD BE PROVIDED.

WORKING AT HEIGHTS

WHEREVER POSSIBLE, COMPONENTS SHALL BE

FABRICATED OFF SITE OR AT GROUND LEVEL TO

MINIMISE RISK OF WORKERS FALLING. THE

CONSTRUCTION OF THIS BUILDING WILL REQUIRE

WORKERS TO BE WORKING AT HEIGHTS WHERE A FALL

IN EXCESS OF TWO METRES IS POSSIBLE. THE

PRINCIPAL BUILDER SHALL PROVIDE A SUITABLE

BARRIER WHEREVER A PERSON IS REQUIRED TO WORK

WHERE A FALL OF TWO METRES IS POSSIBLE

SCAFFOLDING, LADDERS AND TRESTLES ETC SHALL BE

INSTALLED AND USED IN ACCORDANCE WITH ALL

RELEVANT CODES OF PRACTICE, REGULATIONS AND

LEGISLATION.

WHERE WORKERS ARE WORKING ABOVE GROUND

LEVEL MEASURES SHALL BE TAKEN TO AVOID FALLING

OBJECTS INJURY PERSONS BELOW. MEASURES SHALL

INCLUDE:

PREVENTING OR RESTRICTING ACCESS TO AREAS

BELOW WHERE WORKS ARE BEING CARRIED OUT

PROVISION OF TOE BOARDS TO SCAFFOLDING AND

WORK PLATFORMS

PROVIDING A PROTECTIVE STRUCTURE BELOW

THE WORK AREA

ENSURING ALL PERSONS BELOW THE WORK AREA

HAVE APPROPRIATE PERSONAL PROTECTIVE

EQUIPMENT

MANUAL TASKS

COMPONENTS USED IN THE CONSTRUCTION OF THIS

BUILDING WITH A MASS IN EXCESS OF 25KG SHOULD BE

LIFTED BY TWO OR MORE WORKERS OR WITH A

MECHANICAL LIFTING DEVICE.

ALL MATERIAL PACKAGING, BUILDING AND

MAINTENANCE COMPONENTS SHOULD INDICATE THE

TOTAL MASS OF PACKAGES. WHERE POSSIBLE GOODS

AND MATERIALS SHALL BE STORED ON SITE IN A

LOCATION AND MANNER WHICH MINIMISES BENDING

BEFORE LIFTING.

PORTABLE TOOLS AND EQUIPMENT SHALL BE

MAINTAINED IN ACCORDANCE WITH THE

MANUFACTURERS RECOMMENDATIONS AND

SPECIFICATIONS. TOOLS WHICH ARE DAMAGED OR

FAULTY SHALL NOT BE USED. ALL ELECTRICAL

EQUIPMENT SHALL HAVE A CURRENT ELECTRICAL

SAFETY TAG. EQUIPMENT NOT TAGGED SHALL NOT BE

USED.

CONFINED SPACES

CONSTRUCTION AND MAINTENANCE MAY REQUIRE

EXCAVATIONS AND INSTALLATION OF ITEM WITHIN THE

EXCAVATION. WHERE POSSIBLE, INSTALLATION SHALL

BE CARRIED OUT USING METHODS THAT DO NOT

REQUIRE WORKERS TO ENTER THE EXCAVATION.

WHERE THIS IS NOT POSSIBLE, ADEQUATE SUPPORT

FOR THE EXCAVATED MATERIAL SHALL BE PROVIDED

TO PREVENT COLLAPSE. WARNING SIGNS AND

BARRIERS TO PREVENT UNAUTHORISED ENTRY TO ALL

EXCAVATIONS SHALL BE PROVIDED.

WARNING SIGNS AND BARRIERS SHALL BE ERECTED TO

IDENTIFY ENCLOSED AND SMALL SPACES. WHERE

WORKERS ARE REQUIRED TO ENTER ENCLOSED OR

SMALL SPACES, AIR TESTING EQUIPMENT AND

PERSONAL PROTECTIVE EQUIPMENT SHALL BE

PROVIDED. MANUAL LIFTING AND OTHER MANUAL

ACTIVITIES SHOULD BE RESTRICTED IN SMALL OR

ENCLOSED SPACES.

HAZARDOUS MATERIALS

POWDERED MATERIALS

MATERIAL USED IN THE CONSTRUCTION OF THIS

BUILDING MAY CAUSE HARM IF INHALED IN POWERED

FORM. PERSONS WORKING ON THE CONSTRUCTION

OR MAINTENANCE OF THIS BUILDING SHALL ENSURE

ADEQUATE VENTILATION IS AVAILABLE AND PERSONAL

PROTECTIVE EQUIPMENT IS PROVIDED AND USED AT

ALL TIMES TO PROTECT AGAINST INHALATION OF

POWERED SUBSTANCES INCLUDING WHEN SANDING

DRILLING CUTTING OR OTHERWISE CREATING

POWDERED SUBSTANCES.

TREATED TIMBER

DUST OR FUMES FROM TREATED TIMBER MAY BE

HARMFUL TO THE HEALTH OF WORKS ENGAGED ON

THIS BUILDING. PERSONAL PROTECTIVE EQUIPMENT

INCLUDING PROTECTION AGAINST THE INHALATION OF

HARMFUL MATERIAL WHEN SANDING, DRILLING,

CUTTING OR USING TREATED TIMBER SHALL BE

SUPPLIED AND USED BY WORKERS.TREATED TIMBER

SHALL NOT BE BURNT.

VOLATILE ORGANIC COMPOUNDS

VARIOUS GLUES, SOLVENTS, SPRAYS, PAINTS,

VARNISHES AND CLEANING PRODUCTS HAVE

DANGEROUS EMISSIONS. AREAS WHERE THESE ARE

USED SHALL BE KEPT WELL VENTILATED. PERSONAL

PROTECTIVE EQUIPMENT SHALL BE USED AT ALL TIMES.

THE MANUFACTURERS RECOMMENDATION FOR USE

SHALL BE CAREFULLY FOLLOWED AT ALL TIMES.

SYNTHETIC MINERAL FIBRE

FIBREGLASS, ROCKWOOL, CERAMIC AND OTHER

MATERIAL USED FOR THERMAL OR SOUND INSULATION

MAY CONTAIN MINERAL FIBRE WHICH MAY BE HARMFUL

IF INHALED OR IF IT COMES IN CONTACT WITH THE SKIN,

EYES, OR OTHER SENSITIVE PARTS OF THE BODY. PPE

INCLUDING PROTECTION AGAINST INHALATION OF

HARMFUL MATERIAL SHOULD BE USED WHEN

INSTALLING, REMOVING OR WORKING NEAR BULK

INSULATION

THE BUILDING WORKS HAVE BEEN ASSESSED AS NOT

REQUIRING A BAL RATING IN ACCORDANCE WITH

AS3959-2018.

THE SITE IS NOT LOCATED WITHIN A BUSHFIRE

PRONE AREA OVERLAY AS IDENTIFIED BY THE

CLARENCE INTERIM PLANNING SCHEME.

NO BUSHFIRE PRONE VEGETATION LOCATED WITHIN

100m OF THE PROPOSED DEVELOPMENT

JOB NO.:

DRAWING:

PROPOSED:

AT:

FOR:

ISSUE:

DATE DRAWN:

SHEET / SOF

PO Box 240

Huonville TAS 7109

P h o n e : 0 4 3 8 7 8 2 6 5 3


ABN 48 366 214 794








Philip Cuthbertson

B U I L D I N G

D E S I G N

S O L U T I O N S


C&K ROWBOTTOM


GENERALCONSTRUCTION NOTES

1356SK-A-14

14

Received 15.01.2021

NOTEBUILDER AND PLUMBER TO LOCATE EXISTING SEWER HOUSEDRAINS AND STORMWATER LINES PRIOR TO COMMENCEMENTOF WORKS (APPROXIMATE LOCATION INDICATED) AND VERIFYTHAT LOCATIONS DO NOT INTERFERE WITH PROPOSED WORKSAND THAT ALL FALLS, CLEARANCES ETC ARE ATTAINABLE TOCONNECT NEW DRAINAGE TO EXISTING TO SATISFY THEREQUIREMENTS OF THE CLARENCE COUNCIL

DOWNPIPESDOWNPIPES TO BE LOCATED AT MAX 12m CENTRESALONG GUTTERS AND LOCATED NOT MORE THAN 1.2mFROM A VALLEY GUTTER OR AN ADEQUATE MEANS OFOVERFLOW FROM THE GUTTER IS TO BE INSTALLED

NEW ROOF AREA: 65 sqmDESIGN RAINFALL INTENSITY: 155 mm/hrSTD QUAD EAVES GUTTER TO BE INSTALLED MIN 1:500 FALL1/100x50mm OR 1/90mm DIA DOWNPIPES SATISFYS THEREQUIREMENTS OF TABLE 3.5.2.1, AND TABLE 3.5.2.2OF THE BCA

EXISTINGSTORMWATER

PROPOSEDEXTENSION

PROPERTY DESCRIPTIONPID No 1455314TITLE No 106617/11CONTAINING 4002 sqm

EXISTINGDP

EXISTINGDP

NEW DP

+

+

+

RELOCATE EXISTINGDOWNPIPES CLEAR OFCONSTRUCTION AREA

NEW DOWNPIPES TOCONNECT TO EXISTINGSTORMWATER SYSTEM

EXISTING ABSORPTIONTRENCHES - APPROXIMATELOCATION INDICATEDEXISTING

RESIDENCE

EXISTING SEPTICTANK

EXISTING ABSORPTIONTRENCHES - APPROXIMATELOCATION INDICATED

NOTE: NO PLUMBING FITTINGS ORFIXTURES TO BE ADDED OR DELETEDAS PART OF THE PROPOSED BUILDINGWORKS

EXISTING HOUSE DRAIN TO BELOCATED PRIOR TO CONSTRUCTIONAND RE-ROUTED CLEAR OFPROPOSED EXTENSION

JOB NO.:

DRAWING:

PROPOSED:

AT:

FOR:

ISSUE:

DATE DRAWN:

SHEET / SOF

PO Box 240

Huonville TAS 7109

P h o n e : 0 4 3 8 7 8 2 6 5 3


ABN 48 366 214 794








Philip Cuthbertson

B U I L D I N G

D E S I G N

S O L U T I O N S


C&K ROWBOTTOM


DRAINAGEPLAN

1356SK-H-01

1

5m0m 10m

SCALE: 1:250 AT A3

Received 15.01.2021

development application - city of clarence

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