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Lot 1004 Castletown BlvdMELTON SOUTH

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4 2 2

$735* weekly rent return

$450,000

home33.68sq

land544m²

AREAGROUND FLOOR:GARAGE:FRONT PORCH:ALFRESCO:SIDE PORCH:TOTAL:

SITE AREA:SITE COVERAGE:

251.34 m2

37.21 m2

5.72 m2

18.8 m2

-313.07m2

544.00 m2

57.54%

27.05 Sqrs4.00 Sqrs0.61 Sqrs2.02 Sqrs

-33.68 Sqrs

2DRAWN:

DATE AMENDMENTS PROPOSED RESIDENCE FOR

B:\Production\Urbanedge Masters\Melbourne\DISPLAY Homes\MELTON SOUTH (WATERFORD), Lot 1004 Castletown Blvd, Exford - s-EIGHT e-4 (Facade Option V3)\Plans\Lot 1004 Castletown Blvd, Exford - s-EIGHT (AS CONSTRUCTED).pln

SHEET No:

EIGHT HOMES ATLOT 1004 CASTLETOWN BLVD.

EXFORDof

LAST PRINTED: 27/08/2012 1:41 PM

24660W. DRWG DATE: MEL. REF.:

No.

CONTRACT DATE: JOB No:

4.5.

3. 08.05.12

05.07.1208.05.12

JG - WORKING DRAWINGS COMPLETEDJG - DRAWINGS AMENDED AS PER BV 1JG - DRAWINGS AMENDED AS PER BV 4

J.G 20.04.12 08.05.12 342 K10 9

I / We .........................................................................agree that these plans are accurate & correct & acknowledge that anyfurther alterations will incur a re-drafting/administration fee of $500.00per variation & is at the builders discretion.(Signed).................................Date......./......./20.........(Signed).................................Date......./......./20.........

s-EIGHTE4 FACADE

(AS CONSTRUCTED)© - Copyright 2012 Urbanedge Homes

Master Last Updated - 24.02.12 (VERSION 1)

6. 16.07.12 JG - DRAWINGS AMENDED AS PER BV 57. 18.07.12 JG - DRAWINGS AMENDED AS PER BV 6

N 45° W

OPTI

MUM

SOLA

RPA

NEL R

ANGE

N 45° E RISE

SET

RISEE

WW

INTE

R SU

N PA

THN

SUMM

ER S

UN P

ATH

SET

S

900x1200

1200x900

900x1200

2,057

- 1,4

50

2,368

- 1,5

10AW

N. T

IMBE

R

820820820

2,057 - 1,450 2,057 - 1,4501,027 - 1,210CLR.SAFE2,057 - 1,810

2,397

- 3,2

00BI

-FOL

D TI

MBER

2,397 - 3,200BI-FOLD TIMBER

820

820

720

720

820

720

620

620

720

1,027 - 610CLR.SAFE

2,057 - 3,130FIXED TIMBER

A5

A5

W/M

SPAC

E

SD

SD

REF.

25,670

600 1,550 6,470 17,050

230 6,000 90 4,800 90 2,210 90 3,200 90 3,190 90 3,200 240

4,530

8,570

1,500

240

3,700

9051

090

3,700

240

240

6,300

901,7

0024

0

240

4,300

9090

090

2,710

240

6,210

2,410

5,980

240

5,730

240

2,150 240 5,390 90 1,900 90 5,110 90 1,670 90 4,720 90 1,555 90 1,555 240

240

1,760

901,4

0090

1,790

9051

090

2,710

90

600 240 4,550 90 900 90 1,820 90 240

8,620 3,200 5,750 8,100

25,670

700 1,590

90 2,900 90 8,860 240

2,59

0

950

2,41

035

0

1,07

0

350

4,18

0

1,0702,030590

1,31

0

1,430

90 2,310 90500

90 1,900 90 4,116 90 904 90 1,670 90 4,720 90 3,200 240

240

3,250

90

600

240

7,630

904,3

0024

0

350 1,200

2,750

600

590

950

480

350

90 510 90 1,610 90

300

2,11

030

0

240

5,840

902,3

0090

510

903,7

0024

0

840

800

750

5,750 3,800 350

1,600 STEP UP

2,950

901,5

0090

14,60

0

240

5,500

240

2,76

0

4,150

90 2,100 90 1,000 90

4,670

650

600

240 2,610 90 2,120 90360

240

600

ASSOCDETAIL

ASSOCDETAIL

ASSOCDETAIL

ASSOCDETAIL

ASSOCDETAIL

ASSOCDETAIL

ASSOCDETAIL

ASSOCDETAIL

DP

DP

DP

DP

DPDP

DOUBLE BRICK

TAP

DISH DRAINER TO BE RECESSED INTOCAESERSTONE BENCH TOP BY STONEMASON. MIN 2mm DEEP SQUARE EDGEAND SAME DIMENSION AS SINK.

DP

DP

PLASTERBULKHEAD ABOVE

DOUBLE BRICK

TILED NICHE

INDICATIVE LOCATION OF EVAPORATIVECOOLING UNIT. PROVIDE CAPPED COLDWATER POINT IN CEILING SPACE

WHI

RLY

BIRD

LOCA

TION

300mm RAISED CEILINGWITH SELECTED

CEDAR PANELLING

PROVIDE CAPPEDGAS POINT

REAR FLUE VENTED TO ATMOSPHERE(INSTALLED TO MANUFACTURER'S SPEC.)

RECYCLED WATER TAP

CANTERLEVEREDROOF TRUSSES

DOUBLE STUD WALL

PLASTER BULKHEAD ABOVE

SELECTED CEDAR PANELLING

TILEDFEATURE

WALL

SELECTED CEDAR PANELLING

FIREPLACE

GROUND FLOOR PLAN SCALE 1:100

GARAGE(CONCRETE)

820

M/H

L'DRY

1675x760

ROBE

ENS.

ENTRY

HWS

MEALSALFRESCO

(CONCRETE)

4800

mm W

IDE

x 240

0mm

HIGH

SECT

IONA

L O/H

EAD

GARA

GE D

OOR

(WIT

H RE

MOTE

)BE

AM A

BOVE

TO

ENG'

S DE

TAIL

BEAM

ABO

VE T

OEN

G'S

DETA

IL

300m

m DE

EPHA

MPER

M/BOX& GASMETER

WIPD/W

SPACE

O/HANG BENCH

MWSPACE2 x 600mm W.O

S/L

82

023

40 H

IGH

KITCHEN

MASTER BED(CARPET)

RUMPUS

BED 2(CARPET)

BED 3(CARPET)

BED 4(CARPET)

THEATRE(CARPET)

WIR(CARPET)

LINEN

ROBE ROBE

BEAM

ABO

VE T

O EN

G'S

DETA

IL

R/A

BATH

MAX 20mm FALL

MAX 20mm FALL

DRWS

8202040 HIGH

FAMILY

2No. 2100mm HIGHMIRRORED S.D(1355mm WIDE

OPENING)

2No. 2100mm HIGHMIRRORED S.D(1355mm WIDE

OPENING)

2No. 2100mm HIGHMIRRORED S.D(1570mm WIDE

OPENING)

BRM.

/LINE

N

DENOTES SQUARE SET CORNICE

900mm CTR/HOOD OVER

WC

FIREPLACE

CUPBOARDS

RH

ASSOCDETAIL

PORCH(CONCRETE)

POUR SLAB TO ENSURE90mm FRAME SITS ON

GARAGE FLOOR LEVEL(REFER ASSOC. DETAIL)

WET AREAS:TO HAVE IMPERVIOUS FLOOR& WALL TILE FINISH AS PER PLANSMOKE ALARMS:TO BE INSTALLED ADJACENT TO THE BEDROOMS& TO BE HARDWIRED

EXTERNAL FRAME - ???LMINTERNAL FRAME - ???LM

STEPS & STAIRS:ALL INTERNAL & EXTERNAL STEPS SHALL BE AMIN. OF 250mm WIDE WITH A MAX RISER OF190mm HIGH.BALUSTRADING REQUIRED TO A CHANGE OFLEVEL GREATER THAN 1000mm & TO BE A MIN.OF 865mm HIGH AT TREAD NOSING & 1000mm HIGHAT LANDINGS WITH NO GAPS IN BALUSTRADINGGREATER THAN 125mm.

DOWNPIPES:TO BE PROVIDED AT 1 PER 60m2 OF ROOF AREA& NO MORE THAN 12m CENTRES MAX. EXCLUDINGBOX GUTTER AND RAINHEADS.NOTE: A.J DENOTES ARTICULATION JOINTS.

ALL WRITTEN DIMENSIONS TAKEPRECEDENCE OVER SCALED DIMENSIONSNOTE:REFER TO STRUCTURAL DRAWINGS,DETAILS & COMPUTATIONS FOR ALLSTRUCTURAL MEMBER LOCATIONS & SIZES.

DOORS:ALL INTERNAL DOORS TO BE 2040mm HIGHHOLLOW CORE.DOORS BY WIDTH AS INDICATED ON PLAN.FRONT ENTRY DOORS TO BE HOLLOW CORE.ALL WATER CLOSETS TO HAVE REMOVABLEHINGES TO DOORS IF LESS THAN 1.2mCLEARANCE BETWEEN THE CLOSET PAN &THE DOOR SWING.

TIMBER FRAME:90x35mm MGP10 TOP & BOTTOM PLATES90x35mm F5 STUDS @ 600mm CTRS

CONDUIT UNDER SLAB:DRAINAGE COMPANY TO SUPPLY & INSTALL 100mmUPVC SLEEVE FROM NEAREST INTERNAL STUDWALL OR TO ISLAND BENCH:

EXTERNAL FRAME - 73LMINTERNAL FRAME - 97LM

2340mm

PROVIDE CLASS A RECYCLED WATER,INCLUDING THE FOLLOWING:

- RECYCLED WATER RUN IN- CONNECTION OF RECYCLED WATER TO ALL APPLICABLE TOILET SUITES- 1No. RECYCLED WATER TAP TO REAR OF DWELLING

AREAGROUND FLOOR:GARAGE:FRONT PORCH:ALFRESCO:SIDE PORCH:TOTAL:

SITE AREA:SITE COVERAGE:

251.34 m2

37.21 m2

5.72 m2

18.8 m2

-313.07m2

544.00 m2

57.54%

27.05 Sqrs4.00 Sqrs0.61 Sqrs2.02 Sqrs

-33.68 Sqrs

3DRAWN:

DATE AMENDMENTS PROPOSED RESIDENCE FOR

B:\Production\Urbanedge Masters\Melbourne\DISPLAY Homes\MELTON SOUTH (WATERFORD), Lot 1004 Castletown Blvd, Exford - s-EIGHT e-4 (Facade Option V3)\Plans\Lot 1004 Castletown Blvd, Exford - s-EIGHT (AS CONSTRUCTED).pln

SHEET No:

EIGHT HOMES ATLOT 1004 CASTLETOWN BLVD.

EXFORDof

LAST PRINTED: 27/08/2012 1:41 PM

24660W. DRWG DATE: MEL. REF.:

No.

CONTRACT DATE: JOB No:

4.5.

3. 08.05.12

05.07.1208.05.12

JG - WORKING DRAWINGS COMPLETEDJG - DRAWINGS AMENDED AS PER BV 1JG - DRAWINGS AMENDED AS PER BV 4

J.G 20.04.12 08.05.12 342 K10 9

I / We .........................................................................agree that these plans are accurate & correct & acknowledge that anyfurther alterations will incur a re-drafting/administration fee of $500.00per variation & is at the builders discretion.(Signed).................................Date......./......./20.........(Signed).................................Date......./......./20.........

s-EIGHTE4 FACADE

(AS CONSTRUCTED)© - Copyright 2012 Urbanedge Homes

Master Last Updated - 24.02.12 (VERSION 1)

6. 16.07.12 JG - DRAWINGS AMENDED AS PER BV 57. 18.07.12 JG - DRAWINGS AMENDED AS PER BV 6

3,304

2,368

COLORBOND SECTIONAL GARAGE DOOR 350mm SQ. RENDEREDBRICK PIER RENDERED BRICKWORK

RENDERED FOAM PACKED OUT FLUSHTO BRICKWORK OVER BEAM

(REFER ASSOCIATED DETAILS)

TIMBER WINDOWS TO FRONT FACADE

COLORBOND SHEET ROOF @22.5 DEG

RENDERED FOAM PACKED OUT FLUSHTO BRICKWORK OVER GARAGE DOOR

(REFER ASSOCIATED DETAILS) 40mm PRESSED METALCOLORBOND CAPPING

COLORBOND FASCIA & GUTTERS

RENDERED BRICKWORK

INF21 FRONT ENTRY DOOR &SIDELIGHT WITH CLEAR GLAZING

SELECTED STONE CLADING

BOUNDARY LINEREFER TO PAGE 5 FOR

FIRE SEPERATION DETAIL

RENDERED FOAM PACKED OUTFLUSH TO BRICKWORK(REFER ASSOCIATED DETAILS)

FRONT ELEVATION SCALE 1:100

NORTH

GARAGE FLOOR LEVEL -126

U/S TRUSS 2740

FLOOR LEVEL 0

PARA

PET

HEIG

HTFR

OM D

WEL

LING

FFL

OPEN

ING

HEIG

HTFR

OM D

WEL

LING

FFL

GAS BOOSTED SOLAR HWS

COLORBOND SHEET ROOF @22.5 DEGPAINTED CEMENT SHEET TO TIMBER BEAM

(REFER ASSOCIATED DETAIL)

COLORBOND FASCIA & GUTTERS

INDICATIVE LOCATION OF SOLAR PANELINDICATIVE LOCATION OF EVAPORATIVE COOLING UNIT

FACE BRICKWORK

INDICATIVE LOCATION OF WHIRLY BIRD

BOUNDARY LINEREFER TO PAGE 5 FOR

FIRE SEPERATION DETAIL

REAR ELEVATION SCALE 1:100

SOUTH

FLOOR LEVEL 0

U/S CEILING 2740

GARAGE FLOOR LEVEL -126

OPENABLE WINDOW ASSEMBLIES SHALL BE COMPLETELY PROTECTED EXTERNALLY BY SCREENS WITH AMESH WITH A MAXIMUM APERTURE OF 2mm, MADE OF CORROSION-RESISTANT STEEL, BRONZE ORALUMINIUM. (IF SELECTED)(AS PER AS 3959-2009, CLAUSE 5.5.2.B)

ALL JOINTS IN THE EXTERNAL SURFACE MATERIAL OF WALLS SHALL BE COVERED, SEALED, OVERLAPPED,BACKED OR BUTT-JOINTED TO PREVENT GAPS GREATER THAN 3mm.(AS PER AS 3959-2009, CLAUSE 5.4.2)

ROOF PENETRATIONS, INCLUDING ROOF LIGHTS, ROOF VENTILATORS, ROOF-MOUNTED EVAPORATIVECOOLING UNITS, AERIALS, VENT PIPES AND SUPPORTS FOR SOLAR COLLECTORS SHALL BE ADEQUATELYSEALED AT THE ROOF TO PREVENT GAPS GREATER THAN 3mm. THE MATERIAL USED TO SEAL THEPENETRATION SHALL BE NON-COMBUSTIBLE.(AS PER AS 3959-2009, CLAUSE 5.6.5.A)

ABOVE-GROUND, EXPOSED WATER AND GAS SUPPLY PIPES SHALL BE METAL.(AS PER AS 3959-2009, CLAUSE 5.8)

WHERE GLAZING IS LESS THEN 400mm FROM THE GROUND OR LESS THAN 400mm ABOVE DECKS,CARPORT ROOFS, AWNINGS AND SIMILAR ELEMENTS OR FITTINGS, HAVING AN ANGLE LESS THEN 18DEGREES TO THE HORIZONTAL AND EXTENDING MORE THAN 110mm IN WIDTH FROM THE WINDOW FRAME,THE GLAZING SHALL BE GRADE `A' SAFETY GLASS MINIMUM 4mm. OR GLASS BLOCKS WITH NORESTRICTION ON GLAZING METHODS.(AS PER AS 3959-2009, CLAUSE 5.5.2)

WEATHER STRIPS, DRAUGHT EXCLUDERS OR DRAUGHT SEALS SHALL BE INSTALLED AT THE BASE OFSIDE-HUNG EXTERNAL DOORS.(AS PER AS 3959-2009, CLAUSE 5.5.3)

VENTS AND WEEPHOLES IN EXTERNAL WALLS SHALL BE SCREENED WITH MESH WITH A MAXIMUMAPERTURE OF 2mm, MADE OF CORROSION-RESISTANT STEEL, BRONZE OR ALUMINIUM, EXCEPT WHERETHEY ARE LESS THAN 3mm OR ARE LOCATED IN AN EXTERNAL WALL OF A SUBFLOOR SPACE (VENTS /VENTILATION TO BE PROVIDED WITH EMBER GUARD)(AS PER AS 3959-2009, CLAUSE 5.4.3)

PANEL LIFT, TILT DOORS (BOTTOM 400mm NON COMBUSTIBLE) OR SIDE-HUNG DOORS SHALL BE FITTEDWITH SUITABLE WEATHER STRIPS, DRAUGHT EXCLUDERS, DRAUGHT SEALS OR GUIDE TRACKS, ASAPPROPRIATE TO THE DOOR TYPE, WITH MAXIMUM GAP NO GREATER THAN 3mm.(AS PER AS 3959-2009, CLAUSE 5.5.5)

THE ROOF/WALL JUNCTION SHALL BE SEALED, TO PREVENT OPENINGS GREATER THAN 3mm, EITHER BYTHE USE OF FASCIA AND EAVES LININGS OR BY SEALING BETWEEN THE TOP OF THE WALL AND THEUNDERSIDE OF THE ROOF AND BETWEEN THE RAFTERS AT THE LINE OF THE WALL.(AS PER AS 3959-2009, CLAUSE 5.6.1.B)

EAVE PENETRATIONS SHALL BE PROTECTED THE SAME AS FOR ROOF PENETRATIONS, AS SPECIFIED INCLAUSE 5.6.5. JOINTS IN EAVE LININGS, FASCIAS AND GABLES MAY BE SEALED WITH PLASTIC JOININGSTRIPS OR TIMBER STORM MOULDS.(AS PER AS 3959-2009, CLAUSE 5.6.6)

EVAPORATIVE COOLING UNITS SHALL BE FITTED WITH BUTTERFLY CLOSERS AT OR NEAR THE CEILINGLEVEL, OR THE UNIT SHALL BE FITTED WITH NON-COMBUSTIBLE COVERS WITH A MESH OR PERFORATEDSHEET WITH A MAXIMUM APERTURE OF 2mm, MADE OF CORROSION-RESISTANT STEEL, BRONZE ORALUMINIUM. (IF SELECTED)(AS PER AS 3959-2009, CLAUSE 5.6.5.F)

EXPOSED EXTERNAL WALL CONSTRUCTION LESS THAN 400mm FROM GROUND OR LESS THAN 400mmABOVE DECKS SHALL BE OF NON COMBUSTIBLE CONSTRUCTION.(AS PER AS 3959-2009, CLAUSE 5.4.1)

BAL 12.5 REQUIREMENTS

OPENINGS IN VENTED ROOF LIGHTS, ROOF VENTILATORS OR VENT PIPES SHALL BE FITTED WITH EMBERGUARDS MADE FROM A MESH OR PERFORATED SHEET WITH A MAXIMUM APERTURE OF 2mm, MADE OFCORROSION-RESISTANT STEEL, BRONZE OR ALUMINIUM(AS PER AS 3959-2009, CLAUSE 5.6.5.B)

SIDE HUNG EXTERNAL DOORS & SLIDING DOORS SHALL BE COMPLETELY PROTECTED EXTERNALLY BYSCREENS WITH A MESH WITH A MAXIMUM APERTURE OF 2mm, MADE OF CORROSION-RESISTANT STEEL,BRONZE OR ALUMINIUM. (IF SELECTED)(AS PER AS 3959-2009, CLAUSES 5.5.3.B & 5.5.4.B)

** PLEASE NOTE THE ABOVE ITEMS ARE PROVIDED WHERE APPLICABLE ONLY, TO COMPLY WITH MINIMUM BAL REQUIREMENTS **

SHEET ROOFS SHALL BE FULLY SARKED IN ACCORDANCE WITH CLAUSE 5.6.2, EXCEPT THAT FOIL-BACKEDINSULATION BLANKETS MAY BE INSTALLED OVER THE BATTENS; & HAVE ANY GAPS GREATER THAN 3mm(SUCH AS UNDER CORRUGATIONS OR RIBS OF SHEET ROOFING & BETWEEN ROOF COMPONENTS) SEALEDAT THE FASCIA OR WALL LINE & AT VALLEYS, HIPS & RIDGES BY NON-COMBUSTIBLE MATERIAL(AS PER AS 3959-2009, CLAUSE 5.6.3)

REFER TO ENGINEER'S PLANFOR LOCATION OF

ARTICULATION IN BRICKWORK