SLAB LAYOUT PLAN (9)

10
NOTICE OF AN APPLICATION FOR A PLANNING PERMIT The land affected by the application is located at: 35 LORIMER STREET CRIB POINT LOT 1 PS 808921 VOL 12187 FOL 716 The application is for a permit to: DEVELOPMENT OF A DWELLING, VEGETATION REMOVAL AND ASSOCIATED WORKS IN ACCORDANCE WITH THE SUBMITTED PLANS The applicant is: JAMES MICHAEL PANOFF Planning application number and officer is: P20/1957 RACHEL BRIEN You may view the plans and documents that support the application free of charge online at: www.mornpen.vic.gov.au > Building and Planning > Planning > Advertised Planning Applications Any person who may be affected by the granting of the permit may object in writing to the responsible authority. If you object, the Responsible Authority will notify you of its decision. Your objection must: Include the objector’s full name, relevant postal address, phone number & email address Specify the planning application number Include the reasons for the objection and state how the objector would be affected Lodge online at www.mornpen.vic.gov.au; Or mail to: Planning Services Team, Mornington Peninsula Shire, Private Bag 1000, Rosebud 3939 The Responsible Authority will not decide on the application before: 25 MARCH 2021 Privacy Notification: The personal information provided in an objection is collected for planning purposes in accordance with the Planning & Environment Act 1987 (the Act). The public may view an objection in accordance with Section 57 of the Act whilst the planning application is current.

Transcript of SLAB LAYOUT PLAN (9)

Page 1: SLAB LAYOUT PLAN (9)

NOTICE OF AN APPLICATION FOR A PLANNING PERMIT

The land affected by the application is located at:

35 LORIMER STREET CRIB POINT LOT 1 PS 808921 VOL 12187 FOL 716

The application is for a permit to:

DEVELOPMENT OF A DWELLING, VEGETATION REMOVAL AND ASSOCIATED WORKS IN ACCORDANCE WITH THE SUBMITTED PLANS

The applicant is:

JAMES MICHAEL PANOFF

Planning application number and officer is:

P20/1957 RACHEL BRIEN

You may view the plans and documents that support the application free of charge online at:

www.mornpen.vic.gov.au > Building and Planning > Planning > Advertised Planning Applications

Any person who may be affected by the granting of the permit may object in writing to the

responsible authority. If you object, the Responsible Authority will notify you of its decision.

Your objection must:

• Include the objector’s full name, relevant postal address, phone number & email address

• Specify the planning application number

• Include the reasons for the objection and state how the objector would be affected

Lodge online at www.mornpen.vic.gov.au;

Or mail to: Planning Services Team, Mornington Peninsula Shire, Private Bag 1000, Rosebud 3939

The Responsible Authority will not decide on the application before: 25 MARCH 2021

Privacy Notification: The personal information provided in an objection is collected for planning purposes in accordance

with the Planning & Environment Act 1987 (the Act). The public may view an objection in accordance with Section 57 of

the Act whilst the planning application is current.

Page 2: SLAB LAYOUT PLAN (9)

GENERAL NOTES:

THESE PLANS HAVE BEEN PREPARED FOR THE EXCLUSIVE USE OF RAWDON HILLCONSTRUCTIONS P/L ON THE ALLOTMENT NOMINATED IN THE TITLEBLOCK. ANY OTHERPERSON WHO USES OR RELIES ON THESE PLANS WITHOUT WRITTEN CONSENT IS SUBJECT TOCOPYRIGHT INFRINGEMENT & DOES SO AT THEIR OWN RISK.

THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH ALL RELEVANT STRUCTURAL &CIVIL ENGINEERING COMPUTATIONS & ALL OTHER CONSULTANTS DRAWINGS & DETAILSTOGETHER WITH ANY OTHER WRITTEN INSTRUCTIONS ISSUED IN THE COURSE OF THECONTRACT.

DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED MEASUREMENTS. ALL INTERNAL STUDWALLS ARE 90mm (EXCL. PLASTERBOARD) UNLESS NOTED.

THE BUILDER & SUB-CONTRACTORS ARE TO CHECK AND VERIFY ALL DIMENSIONS, SETBACKS,LEVELS, SPECIFICATIONS & OTHER RELEVANT DOCUMENTATION PRIOR TO THECOMMENCEMENT OF WORKS. ANY DISCREPANCIES ARE TO BE REPORTED FOR AMENDMENT& RE-ISSUE.

THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY AND GENERALWATER TIGHTNESS OF ALL NEW AND/OR EXISTING STRUCTURES DURING THE WORKS.

STORMWATER/SEWER DRAINS; REFER TO 'SITE NOTES' ON SHEET 1.

ALL MATERIALS & WORK PRACTICES SHALL COMPLY WITH THE CURRENT BUILDINGREGULATIONS & THE CURRENT BUILDING CODE OF AUSTRALIA TOGETHER WITH ALLRELEVANT CURRENT AUSTRALIAN STANDARDS.

BUILDING TIE-DOWNS ARE TO BE PROVIDED IN ACCORDANCE WITH THE CURRENT AS 1684FOR AN ASSUMED DESIGN GUST WIND SPEED / WIND CLASSIFICATION AS NOMINATED BY THEBUILDING SURVEYOR.

STRUCTURES WITH MASONRY & MORTAR COMPONENTS CONSTRUCTED IN MARINE AREASOR OTHER EXPOSED ENVIRONMENTS SHALL COMPLY WITH THE DURABILITY REQUIREMENTSOF TABLE 5.1 OF THE CURRENT AS 3700

PROVIDE FULL HEIGHT ARTICULATION CONTROL JOINTS (FOOTING TO EAVE) AT 6000mmMAX. CENTRES (UNLESS OTHERWISE STATED IN THE SOIL REPORT).

PROVIDE WALL TIES TO BRICKWORK AT 600mm MAX CENTRES IN EACH DIRECTION & WITHIN300mm OF ARTICULATION CONTROL JOINTS.

WHERE APPLICABLE, SUB FLOOR VENTS ARE TO BE PROVIDED AT A MIN. RATE OF 7500mm SQ.CLEAR VENTILATION PER 1000mm RUN OF EXTERNAL MASONRY WALL.

INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITYREQUIREMENTS.

WATERPROOFING OF WET AREAS, BEING BATHROOMS, SHOWERS, SHOWER ROOMS,LAUNDRIES, SANITARY COMPARTMENTS & THE LIKE ARE TO BE IN ACCORDANCE WITH THECURRENT AS 3740.

GLAZING, INCLUDING SAFETY GLAZING, SHALL BE INSTALLED TO A SIZE TYPE & THICKNESS SOAS TO COMPLY WITH THE CURRENT AS 1288WINDOWS AND EXTERNAL DOORS TO BE SELECTED AND INSTALLED IN ACCORDANCE WITH AS2047

ALL TIMBER SIZES ARE TO CONFORM TO AS 1684

WINDOW SIZES NOMINATED (HEIGHTxWIDTH) ARE NOMINAL ONLY. ACTUAL SIZE MAY VARYACCORDING TO MANUFACTURER.

STEP SIZES (OTHER THAN FOR SPIRAL STAIRS) SHALL BE:- RISERS (R); 190mm MAX & 115mm MIN.- GOING (G); 355mm MAX & 240mm MIN.- 2R + 1G = 700mm MAX & 550mm MIN.- 125mm MAX GAP TO OPEN TREADS.

ALL TREADS MUST HAVE A SURFACE WITH A SLIP-RESISTANCE CLASSIFICATION NOT LESS THANTHAT LISTED IN TABLE 3.9.1.3 OF THE NCC 2019 BUILDING CODE OF AUSTRALIA WHEN TESTEDIN ACCORDANCE WITH AS 4586 OR A NOSING STRIP WITH A SLIP-RESISTANCE CLASSIFICATIONNOT LESS THAN THAT LISTED IN TABLE 3.9.1.3 OF THE NCC 2019 BUILDING CODE OFAUSTRALIA WHEN TESTED IN ACCORDANCE WITH AS 4586.

PROVIDE BALUSTRADES WHERE A CHANGE IN LEVEL EXCEEDS 1000mm ABOVE THE SURFACEBENEATH LANDINGS, RAMPS AND/OR TREADS. BALUSTRADES (OTHER THAN TENSIONED WIREBALUSTRADES) TO BE:- 1000mm MIN ABOVE FINISHED SURFACE LEVEL OF BALCONIES, LANDINGS OR THE LIKE.- 865mm MIN ABOVE FINISHED SURFACE LEVEL OF STAIR NOSINGS OR RAMP.- 125mm MAX VERTICAL GAP BETWEEN COMPONENTS.- ANY HORIZONTAL ELEMENT WITHIN THE BALUSTRADE BETWEEN 150mm & 760mm ABOVE

THE FLOOR MUST NOT FACILITATE CLIMBING WHERE CHANGES IN LEVEL EXCEEDS 4000mmABOVE THE SURFACE BENEATH LANDINGS, RAMPS AND/OR TREADS.

WIRE BALUSTRADE CONSTRUCTION TO COMPLY WITH THE CURRENT BCA REQUIREMENTS.

WHERE A CLASS 1 BUILDING IS LOCATED IN AN AREA CONSIDERED TO BE PRONE TO TERMITES,THE UNDERSIDE AND PERIMETER OF THE BUILDING IS TO BE TREATED AGAINST TERMITEATTACK IN ACCORDANCE WITH AS 3660.1.

CONCRETE STUMPS: (IF APPLICABLE)- UP TO 1400 LONG; TO BE 100mm x 100mm (1 NO. HD WIRE)- 1401mm TO 1800mm LONG; TO BE 100mm x 100mm (2 NO. HD WIRES)- 1801mm TO 3000mm LONG; TO BE 125mm x 125mm (2 NO. HD WIRES)- 100mm x 100mm STUMPS EXCEEDING 1200mm ABOVE GROUND LEVEL TO BE BRACED WHERE NO PERIMETER BASE BRICKWORK IS PROVIDED.

ALL VARIATIONS MUST BE IN WRITING AND SIGNED BY ALL PARTIES TO THE BUILDINGAGREEMENT &, WHERE APPLICABLE, WITH THE APPROVAL OF THE BUILDING SURVEYOR.

SITE NOTES: REFER TO SITE PLAN.

ELECTRICAL NOTES: REFER TO ELECTRICAL PLAN.

MANHOLE LOCATION SHOWN IS INDICATIVE ONLY & MAY CHANGE ON SITE SUBJECT TOTRUSS LOCATIONS.

PLIABLE BUILDING MEMBRANE MUST COMPLY WITH AS/NZS 4200.1 AND BE INSTALLED INACCORDANCE WITH AS 4200.2

SWAAMDHFRDSD

DENOTES ALUMINIUM SLIDINGDENOTES ALUMINIUM AWNINGDENOTES MOCK DOUBLE HUNGDENOTES FRENCH DOUBLE DOORSDENOTES SLIDING DOOR

TATS

MCLCIGT

DENOTES TIMBER AWNINGDENOTES TIMBER SASH

DENOTES MOCK CASEMENTDENOTES LAUNDRY COMBINATIONDENOTES DOUBLE GLAZED TIMB. AWNING

TGS DENOTES TIMBER GEORGIAN STYLE AWNING

IG DENOTES DOUBLE GLAZED ALUM. AWNINGID1 DENOTES DOUBLE GLAZED SLIDING DOOR

HOUSEENERGY RATING

SUSTAINABILITY MEASURES FOR NEW CLASS 1 BUILDINGS:-

ALL NEW CLASS 1 BUILDINGS SHALL ACHIEVE A 6 STAR ENERGY RATINGAND BE CONSTRUCTED IN ACCORDANCE WITH THE STAMPED, ENDORSEDPLANS OF AN ACCREDITED ENERGY RATER WITHOUT ALTERATION.THOSE ENDORSED PLANS SHALL ALSO BE RATED TO COMPLY WITH THEFOLLOWING OPTIONS:

- OPTION 1: A 6 STAR ENERGY RATING PLUS A SOLAR HWS ACHIEVING ANENERGY PERFORMANCE OF 60% SOLAR GAIN; OR

- OPTION 2: A 6 STAR ENERGY RATING PLUS A 2000L RAIN WATER TANK(HAVING A MINIMUM 50m2 ROOF CATCHMENT AREA)SUPPLYING ALL SANITARY FLUSHING SYSTEMS.

IN CONSIDERING THE ENERGY RATING THE FOLLOWING SHALL BEASSUMED:

- R3.5 FIBREGLASS INSULATION BATTS TO THE CEILING OF THE DWELLING- R2.0 FIBREGLASS INSULATION BATTS TO THE EXTERNAL WALLS OF THE

DWELLING, INCLUDING DWELLING/ GARAGE INTERNAL WALL- R1.3 SISALATION WRAP TO THE EXTERNAL WALLS OF THE DWELLING

(SISALATION WRAP TO HAVE A FLAMMABILITY INDEX NOT EXCEEDING 5)- SEAL ALL GAPS AND CRACKS- WEATHER SEALS TO ALL EXTERNAL HINGED DOORS OF THE DWELLING- DRAFT SEALS TO DWELLING/ GARAGE INTERNAL DOOR- ALUMINIUM IMPROVED ENERGY EFFICIENT WINDOWS- EXHAUST FANS TO HAVE DRAFT STOPPERS- LOW VOLTAGE DOWNLIGHTS & BATTEN LIGHTS (AS PER ELEC PLAN)

ADDITIONAL REQUIREMENTS:

JOB NO:

REVISION:

DRAWN BY:

DATE:

0001LOR0

C-18/02/2021

07/09/2020

TYPE:

CLIENT:

SITE ADDRESS:

TITLE:

DO NOT SCALE DRAWING.SCALE: N/A

SHELBURNE 252 'BRONTE'

GENERAL NOTESSHEET: 1 J.S.

MASTER ISSUE DATE:

SIGNED OWNER:

SIGNED OWNER:

SIGNED BUILDER:

ANY DISCREPANCIES OR VARIATIONS TO THIS DOCUMENT SHOULD BE REFEREDBACK TO THE OFFICE OF RAWDON HILL CONSTRUCTIONS P/L

PLAN OF SUB: MELWAY:DATE:

DATE:

DATE:

JAMES MICHAEL PANOFF & NANTHIDA PHUSUK

LOT 1, (No. 35) LORIMER STREET,

CRIB POINTNOVEMBER 2019

PS 808921 (mel)Smart Series

A B N 89 086 408 157D B U - 2996

Factory 2 / 13 - 15 David Lee Road, Hallam 3803 Phone: (03) 9702 3844 Fax: (03) 9702 3845

SPECIFICATION:

SMART SERIES 2020

AutoCAD SHX Text
Building Quality Homes Since 1976
AutoCAD SHX Text
By Rawdon Hill
Page 3: SLAB LAYOUT PLAN (9)

GARAGEFFL. 13.76

SHELBURNE 252'BRONTE'

dp

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ALFRESCO

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13.60

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13.64ES

13.55SPIT

13.13INV

13.51FENC

Ht9Ht7Ht7

13.33DWAY

13.36DWAY

13.43INV

13.53NBN

13.57CPIT

13.66SEWINLET

13.60EPIT

13.65DWAY

13.64DWAY

13.59PEG

Ht7

Ht10

Ht13

Ht13

13.66ES

13.69ES

13.62ES

13.60ES

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13.57ES13.64

TPEG13.63SW PIT13.53HD

13.63ES

13.67ES

13.55ES

13.55FENC13.52ES

13.59ES

13.53ES

13.52ES

13.57ES

13.52ES

Ht313.57ES

13.60ES

13.62ES

13.63ES

13.66ES

13.69ES

13.66ES

13.66ES

13.69ES

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13.66

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88°46'30" 20.10

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TBM:

NBN

VACANT LANDAS OF 12/08/20

AS OF 12/08/20

NOT FENCED

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2710APP.

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4800APP.

PRIVATE OPEN SPACE80m2 MINIMUM

PROVIDE COLOUREDCONCRETE TOALFRESCO

PROVIDE COLOUREDCONCRETE DRIVEWAY,APPROX. AREA 39.9m2(INCL. PORCH)

FFL 13.91

6500

APP.77

78AP

P.

1840

APP.

6042

APP.

13.69ES

Ht10-12

TREE TO BEREMOVEDBY CLIENT

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ELECTRICITY

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VACANT LANDAS OF 12/08/20

NOT FENCED

//

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/

LORIMER STREET

TELSTRA

//

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LOT 3

Ht10-12

JOB NO:

REVISION:

DRAWN BY:

DATE:

0001LOR0

C-18/02/2021

07/09/2020

TYPE:

CLIENT:

SITE ADDRESS:

TITLE:

DO NOT SCALE DRAWING.SCALE: 1:200, 1:500

SHELBURNE 252 'BRONTE'

SITE PLANSHEET: 2 J.S.

MASTER ISSUE DATE:

SIGNED OWNER:

SIGNED OWNER:

SIGNED BUILDER:

ANY DISCREPANCIES OR VARIATIONS TO THIS DOCUMENT SHOULD BE REFEREDBACK TO THE OFFICE OF RAWDON HILL CONSTRUCTIONS P/L

PLAN OF SUB: MELWAY:DATE:

DATE:

DATE:

JAMES MICHAEL PANOFF & NANTHIDA PHUSUK

LOT 1, (No. 35) LORIMER STREET,

CRIB POINTNOVEMBER 2019

PS 808921 (mel)

SITE NOTES:

UNLESS NOTED ALL LEVELS SHOWN LEVEL READINGS TAKENFROM AN ARBITRARY DATUM. LEVELS ARE TO BECONFIRMED PRIOR TO THE COMMENCEMENT OF WORK.

UNLESS NOTED ALL SITE CUTS SHOWN ARE TO BE BATTEREDAT 45°.

WHERE CUT/FILL EXCEEDS 600mm SPOON DRAINS & SILT PITSARE TO BE PROVIDED & CONNECTED TO STORMWATERDISCHARGE POINT.

ALL SERVICES ARE TO BE INSTALLED TO COMPLY WITH THERELEVANT AUTHORITY REQUIREMENTS.

SEWER & STORMWATER PIPES ARE TO BE LOCATED AT ADISTANCE FROM THE BUILDING SO AS NOT TO UNDERMINETHE FOOTING SYSTEM.

SEWER DRAINS TO BE INSTALLED AS PER THE GUIDELINES OFTHE RELEVANT AUTHORITIES.

STORM WATER DRAINS TO BE 90mmØ CLASS 6 UPVC PIPEWITH A MINIMUM GRADE OF 1:100 & a MINIMUM COVER OF100mm WITH INSPECTION OPENINGSAT 9M CENTRES & ATEACH CHANGE OF DIRECTION CONNECTED TO THE LEGALPOINT OF STORMWATER DISCHARGE.

AG DRAINS TO BE PROVIDED BEHIND RETAINING WALLSWHERE SITE CUT/FILL IS BEING RETAINED.

PROVIDE 100mm x 50mm COLORBOND DOWNPIPES ATMAXIMUM 12M CENTRES. DOWNPIPE & STORMWATER DRAINLOCATIONS INDICATIVE ONLY & ARE TO BE DETERMINED ONSITE BY THE DRAINER & SITE SUPERVISOR.

NO MORE THAN 80% OF THE AREA OF AN ALLOTMENT ISTO BE COVERED BY IMPERMEABLE SURFACES.

IF FENCING TO SIDE & REAR BOUNDARIES OF THEALLOTMENT DOES NOT EXIST OR IS LESS THAN 1800mmHIGH, THE CLIENT SHALL PROVIDE 1800mm HIGH FENCINGTO THESE BOUNDARIES PRIOR TO OCCUPANCY.

PROVIDE TERMITE TREATMENT IF REQUESTED BY THERELEVANT AUTHORITY.

FINISHED FLOOR LEVELS SHALL BE A MINIMUM OF 150mmABOVE FINISHED SURFACE LEVELS FOR CONCRETE SLABS &600mm ABOVE FINISHED SURFACE LEVELS FOR TIMBERFLOORS.

REFER TO THE GEO-TECHNICAL SOIL REPORT FOR SOILCLASSIFICATION.

REINFORCED CONCRETE SLABS & STRIP FOOTINGS TO BECONSTRUCTED AS PER ENGINEERS DETAILS.

TOTAL:

IMPERMEABLE:BUILDING: 230.7

38.9

575.0

m2

m2

m2

40.1%

6.8%

100.0%

SITE COVERAGE ANALYSIS:

SCALE: 1:200

SITE PLAN

SCALE: 1:500

SITE PLAN

Smart SeriesA B N 89 086 408 157

D B U - 2996Factory 2 / 13 - 15 David Lee Road, Hallam 3803

Phone: (03) 9702 3844 Fax: (03) 9702 3845

SPECIFICATION:

SMART SERIES 2020

NOTE: SCRAPE BUILDING AREA OFEXCESS VEGETATION & PROVIDE LEVELBUILDING PLATFORM TO RL 13.60 AHD(NOMINAL).. PROVIDE LOCALISEDBACKFILL TO PERIMETER IF REQUIRED.DWELLING FLOOR LEVEL TO BE 310mm(NOMINAL) ABOVE FINISHED SCRAPELEVEL.

BUSHFIRE ATTACK LEVEL 12.5:- PROVIDE WEATHER STRIPS TOGARAGE ACCESS DOOR AND PANELLIFT DOOR, MAX. 3mm GAP.- PROVIDE MESH TO WEEPHOLESAND VENTS- PROVIDE METAL PIPES FOREXPOSED GAS & WATER SUPPLY- PROVIDE 400mm NONCOMBUSTIBLE KICKER TO EXTERNALHOLLOWCORE DOORS- PROVIDE SARKING TO UNDERSIDEOF ROOF TILES- PROVIDE WHIRLY BIRD ROOFVENT- PROVIDE NON-COMBUSTIBLEMATERIAL AT ROOF RIDGES,VALLEYS & FASCIA LINE- PROVIDE METAL SCREENS TOOPENING SASH OF WINDOWS- PROVIDE MIN. 4mm TOUGHENEDGLASS TO WINDOW PANELS WITHIN400mm OF GROUND LEVEL

NOTE: MAX. 30° BATTERTO SITE CUT/ FILL

WIND SPEED: N2

NOTE: PROVISION FORCONNECTION TO FTTP

PERMEABLE: 305.4 m2 53.1%

NOTE: REPORT AND CONSENTREQUIRED AS FRONT SETBACKDOES NOT COMPLY WITHBUILDING REG. 74 MINIMUMSTREET SETBACKS

AutoCAD SHX Text
Building Quality Homes Since 1976
AutoCAD SHX Text
By Rawdon Hill
Page 4: SLAB LAYOUT PLAN (9)

720

720

620

620

820

820

820

720

620

820

620F

820

720

820

820

620

AA18

09AA

1809

AA18

12AA

1803

F

SW1006 SW1015(OBSCURE)

SW1018 SD 2114R

SW10

18SW

1018

SW0518FNM

SD 2127R ENT.

SW18

18

SW1009(OBSCURE)(OBSCURE)

SW18

12

720 c/sld

2/82

0 sld

2/82

0 sld

2/820 sld

SERVICE ITEMSLOCATION OF SERVICE ITEMS(EG: METER BOX, GAS METER)SUBJECT TO CONFIRMATION

OF SITE SERVICE PITS

WC NOTE:PROVIDE LIFT OFF HINGE DOOR

TO WC WHERE 1200mm BETWEEN PAN & SWING DOOR CANNOT

BE ACHIEVED

CABINET NOTE:CABINET BUILT TO NEAREST

MODULAR UNIT. ALL SIZES ARENOMINAL ONLY & TAKE PRIORITY

OVER SCALED DRAWINGS.

SMOKE DETECTORS TO AS3786 (Hard wired with battery backup)

ALL INTERNAL WALLS TO BE 90mmUNLESS NOTED OTHERWISE

AREAS:DWELLING:PORCH:ALFRESCO:GARAGE:TOTAL:

174.7 m21.4 m2

18.1 m236.5 m2

230.7 m2

123

4

DENOTES 250mm DEEP SQ.SET DROPPED BULKHEAD(unless noted otherwise)

HWS

BOXMETER

HP

& U

BO

REF SPACE

20240OVERALL

19790

6470GARAGE

840PORCH

240 3030BED 3

900WC

2690BATHROOM

3030BED 2

1780LAUNDRY

6000GARAGE (INTERNAL)

230

1550LINEN

400R/A

1070 1840ROBE

1100REF. SPACE

4300LOUNGE

240

32405040ALFRESCO

4200

4140BED 1

2600ENSUITE

3150MEALS

240

3030BED 4

480ALC.

5290FAMILY

2900KITCHEN

2200WALK IN ROBE

5990ENTRY

1439

0O

VERA

LL

1044

039

50

960

1800

470

PIER

3360

4810

OPE

NIN

G

590

240

5550

GAR

AGE

(INTE

RNAL

)

3270

LOU

NG

E

1350

ENTR

Y

3470

BED

1

240

1950

ENSU

ITE

1430

WIR

2430

3750

LAU

ND

RY

240

1800

1800

3050

BED

4

3090

BED

3

240

1800

ROBE

& A

LCO

VE

1040

2020

WC

& B

ATH

.

4670

FAM

ILY

240

3600

MEA

LS

1200

2460

ISLA

ND

BEN

CH

1010

BED 3

BED 4

FAMILY

ALFRESCO

KITC

HEN

BED 2BATH.

L'DRY

GARAGE

LOUNGE

ENTRY

MASTER SUITE

ENS.

WIR

900 2500

MEALS

LINEN ROBE

ALCO

VE

VB

BATH

VB

'T' L

INTE

L O

VER,

REF

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O D

ETAI

L (S

HT.

5)

2148

SEC

TIO

NAL

DO

OR

(FL -150)

PORC

H

LOAD BEARING WALL

DP

DP

DP

DP

DP

240

6710

DR

710

470

R/A

DW

SIN

K

SH

4570470PIER

3600

ALFR

ESCO

470

PIER

3130

900IB

1400

300

OVE

RHAN

G

240

240

470

900

OPE

NIN

G

DR

SH

DR

OH

990BRM.

TAP

BEAMS AS NOMINATEDBY TRUSS M'FCTR

1100

BRO

OM

400

100 X 100 TIMBER POSTON GALV. STIRRUPINSIDE BRICK PIER

DP

280

950

1600WALK IN PANTRY

100 X 100 TIMBER POST ONGALV. STIRRUP INSIDE PIER

AA

OH

WIP

3270

WIP

370

840

600

REF.

SPAC

E

3150

BED

2

510

LIN

.

240

600

BRM.

ROBE

ROBE

WC

510

510ROBE

2280

809

SPLA

Y

391

SPL.

980

WALL MOUNTED CLOTHESLINE

ROOFACCESS

SHELF & RAIL @ 1700h

450PIER

1190

PIER

200

INSETTROUGH

NOTE: 40mm EDGE STONEBENCHTOPS TO KITCHEN

WALL MOUNTEDSPLIT SYSTEM

SPLIT SYSTEMCONDENSER

OH

DP

1800

ROBE

470PIER

24071

2SP

LAY

294

SPL.

244

90

TEN

VIRO

1075

500B'HEAD

SH

900X

900 900X

1950

170

4760

1210

SIN

K

VOIDUNDER

550w X 350hTILED RECESS

1150

CAPPED WATER POINT

NOTE: ROOF PENETRATIONTO BE DETERMINED ON SITE

NOTE: BATHROOM ACCESSORYSTANDARD NOGGING HEIGHT

TOILET ROLL HOLDER - 750mmTOWEL RAIL & RING - 1200mmTOWEL LADDER - 1000mm & 1550mm

- BATHROOM ACCESSORY LOCATION

LEGEND

TILED DRAINGRATE

JOB NO:

REVISION:

DRAWN BY:

DATE:

0001LOR0

C-18/02/2021

07/09/2020

TYPE:

CLIENT:

SITE ADDRESS:

TITLE:

DO NOT SCALE DRAWING.SCALE: 1:100

SHELBURNE 252 'BRONTE'

FLOOR PLANSHEET: 3 J.S.

MASTER ISSUE DATE:

SIGNED OWNER:

SIGNED OWNER:

SIGNED BUILDER:

ANY DISCREPANCIES OR VARIATIONS TO THIS DOCUMENT SHOULD BE REFEREDBACK TO THE OFFICE OF RAWDON HILL CONSTRUCTIONS P/L

PLAN OF SUB: MELWAY:DATE:

DATE:

DATE:

JAMES MICHAEL PANOFF & NANTHIDA PHUSUK

LOT 1, (No. 35) LORIMER STREET,

CRIB POINTNOVEMBER 2019

PS 808921 (mel)Smart Series

A B N 89 086 408 157D B U - 2996

Factory 2 / 13 - 15 David Lee Road, Hallam 3803 Phone: (03) 9702 3844 Fax: (03) 9702 3845

SPECIFICATION:

SMART SERIES 2020

AutoCAD SHX Text
T
AutoCAD SHX Text
Building Quality Homes Since 1976
AutoCAD SHX Text
By Rawdon Hill
Page 5: SLAB LAYOUT PLAN (9)

2580

CL

FL

2730

CL

FL

CONCRETE ROOF TILES (INCL.SARKING UNDER) @ 22.5° PITCH

FACE BRICKWORKCJ CJ

SELECTED FEATURETILE TO PIERS

BRICKWORK OVERGARAGE DOOR 450

EAVE

CJFACE BRICKWORK

CJ

HWS SOLAR PANEL

CJ CJ CJFACE BRICKWORK

1550

NO

M.

HEA

D H

GT.

ABO

VE F

L

FC SHEET LINED BEAMSTO ALFRESCO

450EAVE

CJ

2050EAVE RETURN

CJFACE BRICKWORK

CJ

1700

WAL

L M

OU

NTE

DCL

OTH

ESLI

NE

CJCJMETERBOX

2050EAVE RETURN

HWS SPLIT SYSTEMCONDENSER

450EAVE

JOB NO:

REVISION:

DRAWN BY:

DATE:

0001LOR0

C-18/02/2021

07/09/2020

TYPE:

CLIENT:

SITE ADDRESS:

TITLE:

DO NOT SCALE DRAWING.SCALE: 1:100

SHELBURNE 252 'BRONTE'

ELEVATIONSSHEET: 4 J.S.

MASTER ISSUE DATE:

SIGNED OWNER:

SIGNED OWNER:

SIGNED BUILDER:

ANY DISCREPANCIES OR VARIATIONS TO THIS DOCUMENT SHOULD BE REFEREDBACK TO THE OFFICE OF RAWDON HILL CONSTRUCTIONS P/L

PLAN OF SUB: MELWAY:DATE:

DATE:

DATE:

JAMES MICHAEL PANOFF & NANTHIDA PHUSUK

LOT 1, (No. 35) LORIMER STREET,

CRIB POINTNOVEMBER 2019

PS 808921 (mel)

ELEVATION 2ELEVATION 1

ELEVATION 3

ELEVATION 4

CLOSED CELL POLYETHERLENE

CJ

JOINT FILLER

PROVIDE FULL HEIGHTARTICULATION/CONTROLJOINT (FOOTING TO EAVE)

@ 5M MAXIMUM CTRS: UNLESSSTATED IN SOIL REPORT.

ALL CONTROL JOINTS TO CONFORM WITH CN9 OF THE CEMENT & CONCRETE ASSOCIATION.

Smart SeriesA B N 89 086 408 157

D B U - 2996Factory 2 / 13 - 15 David Lee Road, Hallam 3803

Phone: (03) 9702 3844 Fax: (03) 9702 3845

SPECIFICATION:

SMART SERIES 2020

AutoCAD SHX Text
Building Quality Homes Since 1976
AutoCAD SHX Text
By Rawdon Hill
Page 6: SLAB LAYOUT PLAN (9)

2580

CL

FL

CONCRETE ROOF TILES (INCL.SARKING UNDER) @ 22.5° PITCH

PRE-FAB ROOF TRUSSES @ 600 C'TRSAS PER MANUFACTURERS DETAILS

ALL REINFORCED CONCRETE SLABSAND PADS TO ENGINEER'S DETAILS

LAUNDRYKITCHENMEALS

250x12 MS PLATE (WEB)

200x10 MS PLATE (FLANGE)

6mm FILLET WELDS, 300mm LONG @ EACHEND BOTH SIDES. THEREAFTER 6mmINTERMITTENT FILLET WELDS BOTH SIDES,HIT 100mm, MISS 100mm, STAGGERED.

150mm MIN. END BEARING ONTO BRICKWORK.MAX SPAN 4810mm

JOB NO:

REVISION:

DRAWN BY:

DATE:

0001LOR0

C-18/02/2021

07/09/2020

TYPE:

CLIENT:

SITE ADDRESS:

TITLE:

DO NOT SCALE DRAWING.SCALE: AS SHOWN

SHELBURNE 252 'BRONTE'

SECTION & DETAILSSHEET: 5 J.S.

MASTER ISSUE DATE:

SIGNED OWNER:

SIGNED OWNER:

SIGNED BUILDER:

ANY DISCREPANCIES OR VARIATIONS TO THIS DOCUMENT SHOULD BE REFEREDBACK TO THE OFFICE OF RAWDON HILL CONSTRUCTIONS P/L

PLAN OF SUB: MELWAY:DATE:

DATE:

DATE:

JAMES MICHAEL PANOFF & NANTHIDA PHUSUK

LOT 1, (No. 35) LORIMER STREET,

CRIB POINTNOVEMBER 2019

PS 808921 (mel)

SCALE: 1:100

SECTION A-A (WAFFLE RAFT SLAB)

BRICKWORK LINTELS

1000 TO 1200mm OPENING - L 100x100x8 (HWT)

TO OPENINGS

1500 TO 2100mm OPENING - L 100x100x8 (HWT)

2400 TO 3000mm OPENING - L 100x100x8 (HWT)

MAX. 500mm BRICKWORK

PROVIDE CAVITY FLASHING AND WEEPHOLES TO

EVERY 3rd PERPEND OVER OPENINGS

Smart SeriesA B N 89 086 408 157

D B U - 2996Factory 2 / 13 - 15 David Lee Road, Hallam 3803

Phone: (03) 9702 3844 Fax: (03) 9702 3845

SPECIFICATION:

SMART SERIES 2020

SCALE: 1:10

'T' LINTEL DETAIL

AutoCAD SHX Text
Building Quality Homes Since 1976
AutoCAD SHX Text
By Rawdon Hill
Page 7: SLAB LAYOUT PLAN (9)

SD

TV

PH

2 W

AYSW

ITCH

GPO FOR REMOTEDOOR UNIT

SD

ISOLATOR SWITCH FORCONDENSER UNIT

ARTIFICIAL LIGHTING

ARTIFICIAL LIGHTING TO COMPLY WITH BCA PART 3.12.5.5TOTAL HOUSE = MAX 1153 WATTS(234.6 m2 @ 5 WATTS PER SQM)

20 x 10w LED 240V DOWNLIGHTS = 200 WATTS1 x 42w WALL BATTEN-FIX LIGHTS = 42 WATTS12 x 42w BATTEN-FIX LIGHTS = 504 WATTS

TOTAL = 746 WATTS

10F

10F

10F

10F

10F10F

10F

10F

10F

10F

10F

10F 10F 10F

10F

10F 10F

10F

10F

10F

D

D TV

D

D

JOB NO:

REVISION:

DRAWN BY:

DATE:

0001LOR0

C-18/02/2021

07/09/2020

TYPE:

CLIENT:

SITE ADDRESS:

TITLE:

DO NOT SCALE DRAWING.SCALE: 1:100

SHELBURNE 252 'BRONTE'

ELECTRICAL LAYOUTSHEET: 6 J.S.

MASTER ISSUE DATE:

SIGNED OWNER:

SIGNED OWNER:

SIGNED BUILDER:

ANY DISCREPANCIES OR VARIATIONS TO THIS DOCUMENT SHOULD BE REFEREDBACK TO THE OFFICE OF RAWDON HILL CONSTRUCTIONS P/L

PLAN OF SUB: MELWAY:DATE:

DATE:

DATE:

JAMES MICHAEL PANOFF & NANTHIDA PHUSUK

LOT 1, (No. 35) LORIMER STREET,

CRIB POINTNOVEMBER 2019

PS 808921 (mel)

ELECTRICAL LEGEND

42w BATTEN-FIX LIGHT

42w WALL BATTEN FIX LIGHT

EXTERNALLY VENTILATED EXHAUST FAN

SMOKE DETECTORS TO COMPLY WITH AS 3789AND BE HARD WIRED & INTERCONNECTED

100w 3 IN 1 HEAT LIGHT (4 LAMPS = 1100w)

DOUBLE POWER OUTLET (GPO)

SINGLE POWER OUTLET (GPO)

SOLAR HOT WATER SERVICE (AS PER SPEC)

TELEVISION POINT

POWER OUTLETS FOR APPLIANCES ARENOT SHOWN FOR CLARITY

POSITIONING OF METER BOX, H.W.S. TAPPING & DHU VENTS

TO BE AT THE BUILDERS DISCRETION

SD

TV

CEILING SWEEP FAN

TELEPHONE POINTPH

DIMMER SWITCHD

SENSORS

JUNCTION BOX

DATA POINTD

PAY TELEVISION POINTP/TV

6w LED 240V GENERAL DOWN LIGHT, WITH HEAT HOOD

FLUORESCENT LIGHT WITH LED TUBE = 40 WATTS

ARTIFICIAL LIGHTING TO COMPLY WITH BCA PART 3.12.5.5

10w LED 240V DOWNLIGHT, WITH HEAT HOOD(FOR USE IN WET AREAS WHERE LABELLED)

(2 LAMPS = 550w)

10F

42w PENDANT LIGHT

1.2m LED PENDANT LIGHT = 25 WATTS

Smart SeriesA B N 89 086 408 157

D B U - 2996Factory 2 / 13 - 15 David Lee Road, Hallam 3803

Phone: (03) 9702 3844 Fax: (03) 9702 3845

SPECIFICATION:

SMART SERIES 2020

AutoCAD SHX Text
T
AutoCAD SHX Text
Building Quality Homes Since 1976
AutoCAD SHX Text
By Rawdon Hill
Page 8: SLAB LAYOUT PLAN (9)

NOTE: PLAN INDICATES FLOOR TILE LOCATIONS ONLY,SIZES ARE NOT TO SCALE

AREAS: (Approx:) Floor Covering

CARPET: 71.8 m2

TILES (WET AREAS): 14.8 m2

TIMBER LAMINATE 60.4 m2

JOB NO:

REVISION:

DRAWN BY:

DATE:

0001LOR0

C-18/02/2021

07/09/2020

TYPE:

CLIENT:

SITE ADDRESS:

TITLE:

DO NOT SCALE DRAWING.SCALE: 1:100

SHELBURNE 252 'BRONTE'

FLOOR COVERINGS LAYOUTSHEET: 7 J.S.

MASTER ISSUE DATE:

SIGNED OWNER:

SIGNED OWNER:

SIGNED BUILDER:

ANY DISCREPANCIES OR VARIATIONS TO THIS DOCUMENT SHOULD BE REFEREDBACK TO THE OFFICE OF RAWDON HILL CONSTRUCTIONS P/L

PLAN OF SUB: MELWAY:DATE:

DATE:

DATE:

JAMES MICHAEL PANOFF & NANTHIDA PHUSUK

LOT 1, (No. 35) LORIMER STREET,

CRIB POINTNOVEMBER 2019

PS 808921 (mel)Smart Series

A B N 89 086 408 157D B U - 2996

Factory 2 / 13 - 15 David Lee Road, Hallam 3803 Phone: (03) 9702 3844 Fax: (03) 9702 3845

SPECIFICATION:

SMART SERIES 2020

AutoCAD SHX Text
T
AutoCAD SHX Text
Building Quality Homes Since 1976
AutoCAD SHX Text
By Rawdon Hill
Page 9: SLAB LAYOUT PLAN (9)

HP

TILESPANTRY

715

749 900 74916 16

650

4073

014

0

730

1400 900ISLAND BENCH

600

300

2460ISLAND BENCH

1010

1850

440

1100

REF.SPACE LAUNDRY

4No. EQUALDRAWERS

900hMIRROR

3No. EQUALDRAWERS

eq eq

ADJUSTABLEOPEN SHELF

200

568

32

200

900hMIRROR

1150

3No. EQUALDRAWERS

200

568

32

eqeq

2000

(NO

M.)

O'A

LL T

ILES

2000

(NO

M.)

O'A

LL T

ILES

PIVOTDOOR

520

800

480

HO

B

200

2440

3273

014

8

NOTE: WASHING MACHINETAPS LOCATED INSIDE C'BRD(PROVIDE 50mmØ HOLE INSIDE OF C'BRD)

1050

750

CL

CL

1000 715

520

200

800

910

NOTE: 40mm EDGE STONEBENCHTOPS TO KITCHEN

SQ. SET PLASTER (ILO CORNICE)BEHIND RANGEHOOD

UBO

WALK INPANTRY

600

NOTE: VERTICAL SHELVINGSUPPORT/S INSTALLED ASREQUIRED

1584

OPEN UNDER BENCHTOP

1000

1050

CL

PIVOT DOOR350h X 550wTILED RECESS 450

400

400

400

500

2000

DW

SINKTILESTILES

910

SINK(U'MOUNT)

1900

CL

JOB NO:

REVISION:

DRAWN BY:

DATE:

0001LOR0

C-18/02/2021

07/09/2020

TYPE:

CLIENT:

SITE ADDRESS:

TITLE:

DO NOT SCALE DRAWING.SCALE: 1:50

SHELBURNE 252 'BRONTE'

INTERNAL ELEVATIONSSHEET: 8 J.S.

MASTER ISSUE DATE:

SIGNED OWNER:

SIGNED OWNER:

SIGNED BUILDER:

ANY DISCREPANCIES OR VARIATIONS TO THIS DOCUMENT SHOULD BE REFEREDBACK TO THE OFFICE OF RAWDON HILL CONSTRUCTIONS P/L

PLAN OF SUB: MELWAY:DATE:

DATE:

DATE:

JAMES MICHAEL PANOFF & NANTHIDA PHUSUK

LOT 1, (No. 35) LORIMER STREET,

CRIB POINTNOVEMBER 2019

PS 808921 (mel)

KITC

HEN

Smart SeriesA B N 89 086 408 157

D B U - 2996Factory 2 / 13 - 15 David Lee Road, Hallam 3803

Phone: (03) 9702 3844 Fax: (03) 9702 3845

ELEVATION 1 ELEVATION 2 ELEVATION 3 ELEVATION 4

ENSU

ITE

ELEVATION 1 ELEVATION 2 ELEVATION 4 ELEVATION 1

LAU

ND

RY

BATH

ROO

M

ELEVATION 1 ELEVATION 2 ELEVATION 4

DENOTES WALLTILING

NOTE: 100mm TILED SKIRTINGTO ALL WET AREAS

SPECIFICATION:

SMART SERIES 2020

WAL

K IN

PAN

TRY

ELEVATION 1

AutoCAD SHX Text
Building Quality Homes Since 1976
AutoCAD SHX Text
By Rawdon Hill
Page 10: SLAB LAYOUT PLAN (9)

20897 OVERALL SLAB

6470

19790

(GARAGE FFL -150)

(DWELLING FFL 310mmABOVE FINISHED SURFACELEVEL OF SITE CUT/ FILL)

PROVIDE CONDUIT THROUGH CONCRETE SLABTO ALLOW FOR POWER SUPPLY TO KITCHENISLAND BENCH AREA

1044

039

50

1800

470

8760

1800

3840

6170 150

230

150

150

840

470

4200

150

150

3850

600 X 600 CONCRETEPAD FOR HWS

150

150

15015

0

150

150

6710

5880

470

5410

4704670

1190

370

450

960

7320

670

CL

CL

5040 3240

1210

150

IN SITUSHOWER BASE

CAPPED WATER POINT

450

4570

150

MIN

.15

0M

IN.

86

JOB NO:

REVISION:

DRAWN BY:

DATE:

0001LOR0

C-18/02/2021

07/09/2020

TYPE:

CLIENT:

SITE ADDRESS:

TITLE:

DO NOT SCALE DRAWING.SCALE: 1:100

SHELBURNE 252 'BRONTE'

SLAB LAYOUT PLANSHEET: 9 J.S.

MASTER ISSUE DATE:

SIGNED OWNER:

SIGNED OWNER:

SIGNED BUILDER:

ANY DISCREPANCIES OR VARIATIONS TO THIS DOCUMENT SHOULD BE REFEREDBACK TO THE OFFICE OF RAWDON HILL CONSTRUCTIONS P/L

PLAN OF SUB: MELWAY:DATE:

DATE:

DATE:

JAMES MICHAEL PANOFF & NANTHIDA PHUSUK

LOT 1, (No. 35) LORIMER STREET,

CRIB POINTNOVEMBER 2019

PS 808921 (mel)

REBATE DETAILSCALE: 1:20(REFER TO ENGINEER'S DETAILS)

REBATE DETAIL (DWELLING/ GARAGE WALL)SCALE: 1:20(REFER TO ENGINEER'S DETAILS)

GARAGE REBATE DETAILSCALE: 1:20

Smart SeriesA B N 89 086 408 157

D B U - 2996Factory 2 / 13 - 15 David Lee Road, Hallam 3803

Phone: (03) 9702 3844 Fax: (03) 9702 3845

SPECIFICATION:

SMART SERIES 2020

AutoCAD SHX Text
T
AutoCAD SHX Text
Building Quality Homes Since 1976
AutoCAD SHX Text
By Rawdon Hill