DEVELOPMENT COMMITTEE ATTACHMENT 1 OF 2 TO ITEM: …...DEVELOPMENT COMMITTEE ATTACHMENT 1 OF 2 TO ITEM: DV18.67 The Town of Cambridge does not warrant the accuracy of information in

DEVELOPMENT COMMITTEE ATTACHMENT 1 OF 2 TO ITEM: DV18.67

The Town of Cambridge does not warrant the accuracy of information in this publication and any person using or relying upon such information does so on the basis that the Town of Cambridge shall bear no responsibility or liability whatsoever for any errors, faults, defects or omissions in the information.

Lot 8 (No. 43) Connolly Street, Wembley Two Storey Dwelling

1:2461

The Town of Cambridge does not warrant the accuracy of information in this publication and any person using or relying upon such information does so on the basis that the Town of Cambridge shall bear no responsibility or liability whatsoever for any errors, faults, defects or omissions in the information.

Lot 8 (No. 43) Connolly Street, Wembley Two Storey Dwelling

1:615

GSPublisherVersion 127.11.67.9

(Scaled from StreetSmart DirectoryOnly - Confirm With Shire)

Survey does not include verification of cadastralboundaries. All features and levels shown arebased on orientation to existing pegs and fences only which may not be on correct cadastral alignment.Any designs based or dependent on the location ofexisting features should have those features'location verified in relation to the true boundary.

Client

Date

Suburb

House No.

Street

Shire

C/T Vol. Fol

AreaGOOD

GOOD

BUILDING SITE INSPECTION REPORT SERVICE AND CONTOUR SKETCH

Road Descr.

Kerbing

Condition

Footpath

Condition

Soil

Drainage

Vegetation

Services: Gas Phone Comms.

Water Sewer

Electricity

Coastal Zone

Fencing and other improvements

Special Features

AS SHOWN

AS SHOWN

J/N: DATE: DRAWN:SCALE:

cLicensed Surveyors

MSD REF

87-89 Guthrie Street, Osborne Park, Western AustraliaTelephone: (08) 9446 7361 Facsimile: (08) 9445 2998

Email : [email protected] Website: www.cottage.com.au

1:200

Lot boundaries drawn on survey arebased on landgate plan only. Survey does notinclude title search and as such may not showeasements or other interests not shown on plan.Title should be checked to verify all lot detailsand for any easements or other interests whichmay affect building on the property.

Survey shows visible features only and will notshow locations of underground pipes or conduitsfor internal or mains services. Verification ofthe location of all internal and mains servicesshould be confirmed prior to finalisation of anydesign work.

Cottage & Engineering surveys accept noresponsibility for any physical on site changes tothe parcel or portion of the parcel of land shownon this survey including any adjoining neighbourslevels and features that have occurred after thedate on this survey. All Sewer details plottedfrom information supplied by Water Corporation.

DISCLAIMER:

DISCLAIMER:

DISCLAIMER:

DISCLAIMER:

SEC DomePower PolePhone Pits

LEGEN

D

T C

TP10.00T WTRTF

[[[[

10.0010.0010.00

]]]]

Top Pillar/PostTop WallTop RetainingTop Fence

W Water Conn.

OLDAREA

Check Your Lot With AlintaCall 13 13 58

Scale 1:200

0 2 4 6 8

W

S

E

N

424662 20 Sep 17 T.Currey

20 Sep 17 43

342 22/52

Huynh

Lot No.

Plan

Connolly Street8 736m²

Wembley TOWN OF CAMBRIDGE

5844 1755 381

Bitumen

Non-Mount / Nil

Concrete

Sand

Good

Refer to Survey

Yes

Yes

Yes

U/Ground

NO

45.2

6

89°24'0"16.3

90°3

6'0"

45.2

6

89°24'0"

16.3

90°3

6'0"

14.1

1

14.1

914

.31

13.6

8

13.7

9

13.6

2

13.1

6

13.2

9

13.4

1

12.7

3

12.7

4

12.5

1

11.4

2

11.3

2

11.4

9

10.1

2

10.2

4

10.3

6

10.36

10.5

0 10.2

110

.21

10.3

3

10.2

8 10.0

3

10.2

2

10.1

4

10.1

4

9.99

9.989.95

9.89 9.799.849.76

10.0

310

.19

9.9710.00

9.99

10.79

10.63

10.00

10.7

7

11

.09

11.58

11

.24

12.20

11

.631

1.9

413.70

12

.17

14.32

12

.54

12

.70

13.19

13

.15

15.42

12

.79

13.98

13

.36

14

.02

14

.12

14

.33

14

.38

16.06

14

.39

16

.17

16

.54

14.4414.52

14.5

4

16.24

14.9014.97

16.29

17.16 15.26

15

.35

15

.05

14.8

2

14

.07

14

.76 14

.47

16.30

14.54

14

.29

14

.01

14.19

13

.92

13.6

6

13

.36

15.11

13

.20

13.13

12

.59

11

.79

12.76

12

.33

12.1

4

11.4

5

10

.60

12.29 11

.97

12.29

11.38

11.1210.46

10.45

10.55

10.58

10.46

10

.43

10

.45

11

.15

10.4810.49

10.48

10.5

6

10.4

6

10.3710.34 10.28 10.16

10.2410.12

10.1410.10

12

.34

13

.82

14.03

17

.72

18

.09

15.92

16

.54

18.0916.54

14

.86

15.37

14

.04

13

.92

13

.46

15.11

13

.00

13

.13

15

.22

0.000 mLOT MISCLOSE

SOIL DESCRIPTIONSandRefer to Survey

Bitumen

Connolly Street

Non-Mount

Non-Mount (Damaged)

NilNil

Concrete Crossover

Damaged Bitumen

Crossover

SlabsConcrete Path Concrete Path

Ref Nail At Edge Of RoadAssumed Datum 10.00 m

(Damaged)

>>>>>>

CC

ross

over

Op

p.

>>>>>>

CC

ross

over

Op

p.>>>>>>

CC

ross

over

Op

p.

Sewer M/H

Approx. 17m

(10.99)

>>> >>>

NOTE:Check Owner/Developer forpossible future Strata Subdivision,Angles and Dimensions.

SewerM/H (9.88)

Street Post

Verge TreeØ 0.31mHt 5.0m

C


T T

PEGFND

NAIL&PLATEFOUND TOP OFRETAINING WALL

N

PAINT MARK ON TOP OF WALL

T

PEG FNDOFFSET 0.1 x 0.1


PEG FNDOFFSET 0.1

Sewer I.O. (top&gl)TR[ ]

Brick Ret. Wall

SteppedBrick Ret. Wall

TR[ ]

TR[ ]

TF[ ]

Approx F/L 12.88

Brick & Tile On L'stone (#45)

TF[ ]

TR[ ]

L'stone Ret. Wall

Sloped Fibro (Capped,

Fair Cond.)

Fibro (Capped, Fair Cond.)

(top&gl)

TF[ ]

Stepped Fibro (Capped,

Fair Cond.)

(top

&gl

)

Galv Patio

Brick Ret. Wall(top

&gl

)

TF[ ]L'stone Ret. Wall &

Colorbond (Good Cond.)

Ste

p

TR

[]

TR

[]

TF

[]

TF

[]

TR

[]

Brick & Tile On Slab

TR[ ]TF[ ]

TF[ ]

Concrete Slab Ret. Wall

TR[ ]

Stepped Colorbond

(Good Cond.)TF[ ]

TR[ ]

DUG TO LEVEL12.86 ON LOT(SAND ONLY)

TR[ ]

TF[ ]

T W[ ]

High Brick Wall & Brick Ret. Wall

TR[ ]

Gate

Ste

psS

teps

Brick Ret. Wall & 0.75 High Metal Post & Wire (Fair Cond.) Sloping

Wall

TP

[]

Brick Letterbox

TR[ ]

TR[ ]

TR[ ]Meter

W

TR[ ]

Damaged L'stone

Ret. Wall

Ga

rag

e U

nder

Ap

pro

x F

/L 1

0.46

Gro

und

Flo

or

Firs

t Flo

or

Balcony Approx F/L At Window 13.23

Patio UMR

2-Storey Brick & Galv

On Slab (#41B)

(Meas Abt. )

(Meas Abt. 16.3)

(Meas Abt. 16.3)

10.0

10.5

11.5

11.0

10.5

12.0

12.5

13.0

13.5

14.0

14.5

15.0

10.0

10.5

11.0

11.5

12.0

12.5

13.0

13.5

14.0

14.5

Sewer JunctionInv: 8.9 Depth: 1.1NOTE: UP

Rev No.

Job No.Amendments. Signatures:

Client:

Client:

Builder:

Dwn. Dwn No :

Plot Date:

Site Survey

2.01© C

opyr

ight 4956

DA 02DA01-09/01/18Contrat Drawings - JC - 22/12/17Rev A-Construction drawings-DZ-28/02/18

Huynh ResidenceLot 8, (#43) Connolly StreetWembley, WA 6014 J. Chruscinski

27/4/18 at 3:05 pm

Wind ClassificationT.B.C.

Local AuthorityTown of Cambridge

This Drawing is to be read in conjunction with all relevant Drawings related to the Project for accurate co-ordination of services. The Contractor is to check all dimensions on site before thecommencement of work. Should any discrepancies occur, notify the Builder immediately. These Drawings remain the property of the Builder and shall be returned upon request.

Status:/Volumes/drafting/Drawings/Jobs ArchiCad/4956 Huynh v20/01 Archicad PLN/4956 Huynh v20.pln

Planning application

FROM THE START, IT'S ALL ABOUT THE FINISH.A: Suite 44 Cottesloe Central Shopping Centre, 460 Stirling Highway, Peppermint Grove, WA 6011T: 08 9284 4866 F: 08 9284 6144 E: [email protected] W: www.riverstone.com.au

© Copyright. This drawing and design is copyright and may not be reproduced or copied inwhole or in part without the express written permission of Riverstone Custom Homes.


SW1.5 x 1.5

NORTHFGL = 9c

RL = 13.514

FFL = 0cRL = 12.742

SW1.5 x 1.5

SW1.5 x 1.5

SW1.5 x 1.5

123

12345

12345

12345

UpUp

Up

Up

DP

SW1.5 x 1.5

SW1.2 x 1.2

FFL = -11cRL = 11.799

FFL = -21cRL = 10.942

FGL = -12cRL = 11.713

FGL = -25cRL = 10.599

12345

Up

FFL = -6cRL = 12.228

1,504

1,004

5,6091,500

3,095

14,98

1Re

vers

ing

Dist

ance

1,004

2,500

Overshadowed Area:127.10 m2

Verge Tree removed as advisedby Council.

Maximum 750mm high letterbox

Crossover to council requirements

Stormwater drain

Twinside retaining

Twinside retaining

Twinside retaining

Stormwater drain

Zero lot wall 30mm off boundary

Remove existing crossover and make goodfootpath and kerb to council requirements

Retaining wall

Line of building over


FFL@-7c.

Letter Box location.


125x125

125x125

0.000 mLOT MISCLOSE

Survey does not include verification of cadastralboundaries. All features and levels shown arebased on orientation to existing pegs and fencesonly which may not be on correct cadastral alignment.Any designs based or dependent on the location ofexisting features should have those features'location verified in relation to the true boundary.

Lot boundaries drawn on survey arebased on landgate plan only. Survey does notinclude title search and as such may not showeasements or other interests not shown on plan.Title should be checked to verify all lot detailsand for any easements or other interests whichmay affect building on the property.

Survey shows visible features only and will notshow locations of underground pipes or conduitsfor internal or mains services. Verification ofthe location of all internal and mains servicesshould be confirmed prior to finalisation of anydesign work.

Cottage & Engineering surveys accept noresponsibility for any physical on site changes tothe parcel or portion of the parcel of land shownon this survey including any adjoining neighbourslevels and features that have occurred after thedate on this survey. All Sewer details plottedfrom information supplied by Water Corporation.

DISCLAIMER:

DISCLAIMER:

DISCLAIMER:

DISCLAIMER:

SOIL DESCRIPTIONSand Refer to Survey

45.26

89°24'0"

16.3

90°3

6'0"

45.26

89°24'0"

16.3

90°36'

0"

14.1114

.1914.31

13.68 13

.79

13.62

13.16

13.29

13.41

12.73 12

.74

12.51

11.42

11.32

11.49

10.12

10.24

10.36

10.36

10.50

10.21

10.33 10

.2810

.03

10.22

10.14

9.99

9.989.95

9.89 9.799.849.76

10.03

10.19

9.9710.00

9.99

10.79

10.6310.00

10.77

11.0

9

11.5811.2

4

12.20 11.6

311

.9413.70

12.1

7

14.32

12.5

412

.70

13.19

13.1

5

15.42

12.7

9

13.98

13.3

614

.02

14.1

214

.33

14.3

8

16.06

14.3

916

.17

16.5

4

14.4414.52

14.54

16.24

14.9014.97

16.29

17.16 15.26

15.3

515

.05

14.82

14.0

714

.76 14

.47

16.30

14.54

14.2

914

.01

14.19

13.9

2

13.66

13.3

6

15.11

13.2

0

13.13

12.5

9

11.7

9

12.76

12.3

3 12.14

11.4510

.60

12.29 11.9

7

12.2911.12 10.46

10.45

10.55

10.58

10.46 10.4

3

10.4

511

.15

10.4810.49

10.48

10.56

10.46

10.3710.34 10.28 10.16

10.2410.12

10.1410.10

Bitumen

ConnollyStreet

Non-Mount

Non-Mount(Damaged)

Nil

ConcreteCrossover

Concrete Path Concrete Path

Ref Nail At Edge Of RoadAssumed Datum 10.00 m

(Damaged)

>>>>>>

C

Cro

ssov

erO

pp.

>>>>>>

CC

ross

over

Opp

.>>>>>>

C

Cro

ssov

erO

pp.

Sewer M/H

Approx. 17m

(10.99)

>>> >>>

NOTE:Check Owner/Developer forpossible future Strata Subdivision,Angles and Dimensions.

SewerM/H (9.88)

Street Post


C


T T

NAIL&PLATEFOUND TOP OFRETAINING WALL

N

PAINT MARK ONTOP OF WALL

T



PEG FNDOFFSET 0.1

Sewer I.O. (top&gl)TR[ ]

Brick Ret. Wall

SteppedBrick Ret. Wall

TR[ ]

TR[ ]

TF[ ]

ApproxF/L 12.88

Brick & TileOn L'stone (#45)

12.3

4

TF[ ]

TR[ ]

L'stoneRet. Wall

SlopedFibro (Capped,

Fair Cond.)

Fibro (Capped,Fair Cond.)

(top&gl)

TF[ ]

13.8

2Stepped Fibro

(Capped,Fair Cond.)

(top&

gl)

GalvPatio

Brick Ret. Wall(top&

gl)

TF[ ]

14.03

L'stone Ret. Wall &Colorbond (Good Cond.)

Step

TR[]

TR[]

17.7

2

18.0

9

TF[]

TF[]

15.92

16.5

4TR[

]

Brick & TileOn Slab

18.0916.54TR[ ]

TF[ ]

TF[ ]

ConcreteSlab Ret. Wall

14.8

6

15.37TR[ ]

SteppedColorbond

(Good Cond.)

TF[ ]

14.0

4

TR[ ]

13.9

2

TR[ ]

13.4

6

15.11

TF[ ]

TW[ ]

13.0

0

High Brick Wall& Brick Ret. Wall

TR[ ]

13.1

3

Gate

Step

sSt

eps

Brick Ret. Wall &0.75 High Metal Post

& Wire (Fair Cond.)

SlopingWall

TP[]

BrickLetterbox

TR[ ]

TR[ ]

TR[ ]Meter

W

Gar

age

Und

erA

ppro

x F/

L 10

.46

Gro

und

Floo

r

First

Floor

BalconyApprox F/L AtWindow 13.23

Patio UMR

2-StoreyBrick & Galv

On Slab(#41B)

10.0

10.5

11.5

11.0

10.5

12.0

12.5

13.0

13.514.0

14.5

15.0

10.0

10.5

11.0

11.5

12.0

12.5

13.0

13.5

14.0

14.5

Sewer JunctionInv: 8.9 Depth: 1.1NOTE: UP

15.2

2

Future Pool(by owner)

NewFootpath

New Kerb

Proposed Residence

DRAINAGE NOTES:1. Volumes are in cubic metres & Areas in square meters.2. Volume to be stored based on 1m3 for every 30m2 of impervioussurface.3. Down pipes to be located so each tank fills at same rate (i.e.. RoofArea to each tank is proportional to its Volume).4. Plumber to confirm Run Layout & location of soak wells.Drawings are indicative only.

DRAINAGE CALCULATIONS.Impervious Area (Roof)Stormwater Area . (Total Roof area) = 657.48m2.Volume to Store = 21.91m3.

Impervious Area (Paving)Run of to Garden Beds.

TANK VOLUME.DIAM DEPTH VOLUME1800 900 2.29 1200 3.05 1500 3.82 1800 4.581500 900 1.59 1200 2.12 1500 2.65 1800 3.181200 900 1.02 1200 1.36 1500 1.70 1800 2.03900 900 0.57 1200 0.76 1500 0.95 1800 1.14

Stormwater Calculations.Design criteria.1. Slope adjustment Factor = 1.3.2. 75mmø Downpipes = 49m2 of RoofArea.3. 100dia Downpipes = 87m2 of Roof Area.

1.5 x 1.5

1.5 x 1.5

1.5 x 1.51.2 x 1.2

Stormwater Area " A" . = 103.34m2.Volume to Store = 3.45m3.DIAM DEPTH No of TANKS VOLUME1500 1500 1 2.65m3.1200 1200 1 1.36m3.

Stormwater Area " B" . = 130.877m2.Volume to Store = 4.36m3.DIAM DEPTH No of TANKS VOLUME1500 1500 2 5.3m3.

Stormwater Area " C" . = 258.73m2.Volume to Store = 8.62m3.DIAM DEPTH No of TANKS VOLUME1500 1500 3 7.95m3.1200 1200 1 1.36m3.

Stormwater Area " D" . = 157.08m2.Volume to Store = 5.24m3.DIAM DEPTH No of TANKS VOLUME1500 1500 2 5.3m3.

2 N˚ 150 x 50

10.00

FGL = 12.642(-100 AFL)

FGL = 12.642(-100 AFL)

FGL = 12.642(-100 AFL)

FGL = 12.642(-100 AFL)

FGL = 12.642(-100 AFL)

1,504

4,630 1,000

Garage

Alfresco

Portico

Area Calculations

0 Ground Floor

1 First Floor

Name

AlfrescoGarageGround FloorPortico

First Floor

Area

21.248.3

241.910.2

321.6 m2

206.9206.9 m2

528.5 m2

Perimeter

18,804.828,380.082,240.014,590.0

144,014.8 mm

69,910.069,910.0 mm

213,924.8 mm

LOT INFORMATIONLocal Authority Town of CambridgeLot Zoning R30Soil Classification TBCWind Classification TBC

SITE PLAN LEGENDExisting spot levels

21.69

Wall mounted cold water hose tap

OPEN SPACE CALCULATIONSLot Area 736m²House Area 308.74m²Open Space Required 45%Open Space Achieved 48.05%House Area includes: Ground Floor Footprint, Garage, Portico, UpperFloor Overhang

OVERSHADOWING CALCULATIONSAdjoining Lot Zoning R30Adjoining Lot Area 369m²Overshadowing Area 127.10m²Overshadowing Permitted 35.00%Overshadowing Percentage 34.44%Sun angle based on shadow cast at midday, 21st of June

Drawings List1.012.012.022.032.042.053.013.023.033.043.054.014.025.015.025.035.046.016.026.038.018.028.038.049.019.02

PerspectivesSite SurveySite PlanGround FloorFirst FloorRoof PlanSetout PlanSlab Layout GFSlab Layout FFBricklayers GFBricklayers FFElevationsElevationsSectionsSectionsSectionsSectionsScheduleScheduleScheduleElectrical GPO - GFElectrical Lighting GFElectrical GPO - FFElectrical Lighjting FFRoom LayoutsRoom Layouts

Site PlanScale: 1:200

Rev No.


Client:

Client:

Builder:

Dwn. Dwn No :

Plot Date:

Site Plan

2.02© C

opyr

ight 4956



27/4/18 at 3:05 pm









4x 450D SH'S

4x 450D SH'S

2.48 m2

2.52 m2

7.28 m2

9x2

810 A

14x8

00 A

OBS

5x1

310 F

OBS

28x9

10 A

28x9

10 A

17x1

810

OBS

28x3570 SD

28x1

420 F

28x1

430 F

28x1670 A

28x2

645 A

28c x

955

28c x955

28x7

55 A

28x2435 A

1,2002400x1500

28x9

10 A

28x2645 A

720Lx 2340

Remote controlSectional door

820L

x 234

0

720Rx 2340

2400

x120

0

2400

x120

0

2400

x950

720R

x 234

0

820L

x 234

0

820Lx 2340

820R

x 234

0

720L

x 234

0

720Rx 2340

2400x1000

2572x1590

28x9

10 A

28x9

10 A

820R

x 234

0

970Lx 2340

2572x1590

W05

W06

W07

W08

W09

W10

SD01

W13

W14 W15

W16

D02

D03

W01W02

D01

W03

W04

CS

01

Nich

e1,2

00h x

2,00

0w

CS

03

CS02

W11

W12

Nich

e1,2

00h x

1,20

0wNi

che

1,200

h x 2,

240w

28x4735 SD

SW1.5 x 1.5

P/D

NORTH

FFL = -6cRL = 12.228

SO = 34c = 40c afl

FFL = 0cRL = 12.742

SO = 34c

P/D

123

UpUp

Up

12345

12345

1234Up

56789

101112

Up 123

123

Up

FFL = -11cRL = 11.799

FFL = -21cRL = 10.942

SW1.5 x 1.5

SW1.5 x 1.5

SW1.5 x 1.5

FFL = 0cRL = 12.742

SO = 34c

S

FFL = 0cCL = 34c

SO = 34c

CL = 30cSO = 34c

CL = 30cSO = 34c

FFL = 0cCL = 34c

SO = 34c

SO = 34c

SO = 34c

CL = 30cSO = 34c

CL = 30cSO = 34c

Up

H/P

S

CL = 30c

CL = 30c

CL = 30c

CL = 30c

12345

Up

CL = 30c

DP

SW1.5 x 1.5

SW1.2 x 1.2

CL = 25c

50x50

65x65

150x50

50x50

50x50

50x50

50x50

50x50

150x50

CL CL

C L

FGL = -12cRL = 11.713

FGL = -25cRL = 10.599

12345

FGL = -2cRL = 12.570

FGL = -12cRL = 11.713

FGL = -1cRL = 12.656

FFL = 9cRL = 13.514

ST01

A/C

A/C

A/C

A/C

9,971

25,05

0

2,140

1,765

8,105

8,150

1,430

1,800

1,660

1,275

865

win

920

845

win

8,105

2,520

955

door

1,865

2,810

Win

1,430

win

1,800

1,660

win

1,004 15,265 30

1,925 2,810 1,550 3,155 5,825 30

1,925 2,810win

1,550door

555 2,600win

5,000opening / garage door

825 30

9,800

25,05

0

430

3,670

4,380

16,57

0

780

2,810

win

510

355

800

win

215

1,310

win

1,700

910

win

1,770

910

win

535

1,810

win

3,945

910

win

2,040

910

win

2,830

1,004 15,265 30

500 5,100 5,860 740 1,595 1,470 30

500 405 3,570Stacker Door

1,125 860 5,000Stacker Door

740 1,595 955door

51530

1,504400

1,004 500

1,504

1,500

1,004

300

1,104 1,825

500 5,100 230 5,400Family

230 740 1,595 1,470

500 230 11,240Meal / Family

230 1,595 1,470

500 230 7,785Kitchen / Passage

250 4,800Games

230 1,470

500 230 6,105Kitchen recess

90 1,590Passage

190 1,200Passage

90 3,570L'dry

230 1,470

500 230 3,915prep

90 2,100Pantry

90 1,590Passage

190 1,200Passage

90 1,570P'dr

90 1,910Linen

230 1,470

500 230 3,915 190 2,000 90 1,590 190 1,200Passage

190 3,700 1,470

230 3,915Bed 2

190 1,200Stairs

2,480Gallery Void

190 6,330Garage

230

230 3,050Wir

90 1,175Bed 2

190 3,780Gallery

190 6,330Garage

230

230 3,050Bath

90 1,175Bed 2

190 1,690Entry

90 2,695Study

90 5,735Garage

230

230 1,650Wc

90 1,310Shr

90 1,115 250 1,690Entry

90 2,695Study

230 5,825

500 230 3,755Guest retreat

250 1,550Entry

230 2,695Study

230 5,825

1,712

1,800

1,430

8,150

230

6,540

Gara

ge23

02,8

701,9

4020

0

1,660

230

1,340

Rece

ss23

01,4

3023

03,6

00Ga

mes

901,7

10L'd

ry90

1,710

linen

907,4

00Ga

rage

/ Stor

e23

02,8

7050

51,4

3520

0

230

4,660

Fami

ly23

03,6

00Ga

mes

901,7

10L'd

ry90

1,710

Linen

907,4

00Ga

rage

/ Stor

e23

02,8

701,9

4020

0

230

4,660

Fami

ly23

03,6

00Ga

mes

902,6

50Pa

ssag

e90

860

Land

ing84

0St

airs

5,440

Gara

ge90

3,900

Stud

y23

050

51,4

3520

0

230

9,010

Kitch

en / f

amily

190

3,550

Pass

age

190

5,520

Galle

ry90

3,900

Stud

y23

01,9

4020

0

2,400

14,17

023

01,3

80Ro

be90

1,310

Bath

190

1,050

Wc

230

4,100

2,400

230

7,310

Kitch

en / M

eals

250

2,700

Prep

903,7

30Be

d 290

1,380

Robe

901,3

10Ba

th 1

901,0

50W

c90

4,050

190

2,400

230

7,310

Kitch

en / M

eals

250

2,700

Prep

903,7

30Be

d 290

1,380

Robe

901,3

10Ba

th 1

901,3

5090

3,510

Gues

t Retr

eat

230

2,400

230

7,310

Kitch

en / M

eals

250

2,700

Prep

906,6

40Be

d 290

4,910

Gues

t Retr

eat

230

2,400

230

7,310

Kitch

en / M

eals

901,7

5019

01,1

1090

9,110

230

905

3,166

230

1,590

230

3,584

1,000

430

5,509 230 1,930 230 540230

1,000 230

230

1,000

4,094

1,895

1,555

5,324

545

230

1,040

230

20 230 1,272 230 4,926 230 1,181 230

2,810

230

1,040

230

740

500 1,835

1,470 30

1,730

700

960

300

1,200

1,180

2,240

3,250

700 610140 5,000 595

700

2,450

305

2,340

905

2,870

600 1,840

860

1,004 500

900

2,200

1,004 730

5,050

1,610

73

530

505

505

505 723

230

1,450

1,486

1,510

3,710

7,170

1,015Brick wall

100

1,930

6,480

230

970

760

2,190

4,000

Fron

t set

back

955

RL 10.450

RL 10.220 RL 10.000

RL 10.450

RL 12.150RL 12.150

RL 11.635 RL 11.635

RL 11.820 RL 11.820

RL 11.785

RL 11.785

RL 10.300

RL 10.427 RL 10.427

RL 10.427

S/025.02

S/025.02

S/015.01

S/015.01

S/035.02

S/035.02

S/045.03

S/045.03

S/055.03

S/055.03

E/024.01

E/034.02

E/044.02

E/014.01

E/01b4.01

E/02b4.01

21.60 m2

Integrated fridgesupplied by owner

Dropped ceiling @ 30c

Stormwater Drain

Line of void over

900mm high plinth

Electrical pre-lay toisland bench

2.1m high wall

Water supply to fridge in adjacent

cabinet down the bottom.

Water supply to fridge.

Handrail refer to addenda.

Solid Core

Steel column.Steel column.

90 x 90 timber columns.

Top of [email protected] refer to addenda.

FFL@-7c.

100mmø Dp.

100mmø Dp.

Droppedceiling @ 28c

Line of upperfloor over.



Down turn beam refer to engineers

Line of upper floor over.

Mortar fill cavity asshown hatchedrefer to engineersdetail.


BBQ RecessProvision for hot+cold water and waste.

Wall ofupper flooras showndashed.

Top of wall@0c.

Top of wall@-11c.

Top of wall@-24c.

Top of wall@-11c.

Top of wall@0c.

Top of wall@-11c.

Top of wall@13c.

Top ofwall@13c.

Steps detailrefer to detail 02.

lower wall under stairs.

Top of wall@-7c.

Top of wall@-14c.

Top of wall@-24c.

Top of wall@-5c.


Down turn beam refer to engineers

125x125

125x125

LVL360 x 63

LVL3

00 x

63

Sink

Shr

Sink

MB

Tr

Tap

Tap

Tap

Tap

Gas

Sub

WC

Vb

Fw

Fw

Fw

Fw

Vb

Int. Fr

R/hood

Gas Hp

R/hood

OvenOven Fr / FzInt. DW

HWU

HWUWm Dryer

45.26

16.3

45.26

16.3

Recessed Sill

Recessed Sill

Rece

ssed

Sill

Fit-out Allowance

Guest Retreat

Guest Suite / Bed 2

Prep Pty

Kitchen

Meals

Family

Alfresco

BBQ

Games

Ldry

LinPdr

Drop Zone

Store

Garage

StudyEntry

GalleryVoid

Store

Bath 1

Timber

Timber

Timber

Timber

Timber

Timber

Timber

Uptu

rned

Con

cret

e Bea

m

Concrete Beam @ 30c

Conc

rete

Bea

m @

29c

Concrete Beam @ 25c

T-Lintel @ 22c

( furring channels required )

Poured Agg

Poured Agg

Poured Agg

Poured Agg

Poured Agg

Twins

ide R

etaini

ng

Twins

ide R

etaini

ng

Zero

lot w

all 30

mm of

f bou

ndar

yRe

tainin

g Wall

Planter

Planter

Twins

ide R

etaini

ng

Plan

ter

Retai

ning W

all

Retaining Wall

Letterbox

Grano

Tiles

Tiles

Tiles

Plinth

Portico

CL 29c.

CL @ 31c

CL 32cSO 34c

Void Over

Futur

eSw

immi

ng P

ool

(by o

wner

)

Planter

Shadowline overMeal / Family /

Kitchen.

Dry w

all.

Dry w

all.

Dry wall.

Area "B"130.877m2.

1.5 x 1.5

1.5 x 1.5

1.5 x 1.51.2 x 1.2

Area "A" 103.34m2

Paving Area.

Area "C"258.73m2.

Area "D"157.08m2.

2 N˚ 150 x 50

180 UB

180 UB

180 UB

180 UB

Planter

Landscaping LegendTotal front setback Area: 66m2.Paving Area:32.12m2.Landingscaping Area: 33.88m2.

Dp

Dp

Dp

Dp

Dp

Dp

Dp

Dp

Dp

Dp

FGL = 12.642(-100 AFL)

FGL = 12.642(-100 AFL)

FGL = 12.642(-100 AFL)

FGL = 12.642(-100 AFL)

FGL = 12.642(-100 AFL)

RL 10.350

Area Calculations

0 Ground Floor

1 First Floor

Name


First Floor

Area

21.248.3

241.910.2

321.6 m2

206.9206.9 m2

528.5 m2

Perimeter

18,804.828,380.082,240.014,590.0

144,014.8 mm

69,910.069,910.0 mm

213,924.8 mm

S

Exhaust fan

LEGEND

Artificial Lighting | To comply with NCC Vol. 2 Part 3.12.5.5

Fall Prevention | Where the floor below bedroom window is 2m or moreabove the surface beneath and all other windows where the floor belowwindow is 4m or more above the surface beneath must be provided withprotection in accordance with NCC 2015 V2 Part 3.9.2.5

Boundary Walls To Provide Fire Separation | To comply with NCC Vol.2 Part 3.7.1.8

Fireplace | To comply with NCC Vol.2 Part 3.7.3

Parapet/Boundary Fireproofing | To comply with NCC Vol.2 Part 3.7.1.3

Staircase, Balustrade and Handrails | To comply with NCC Vol. 2 Part3.9.1 and 3.9.2

Stormwater Drainage | To comply with NCC V2 Part 3.1.20, citing AS3500.5

Swimming Pool Barriers | To comply with AS 1926.1 and 1926.2

Timber Framing | To comply with AS 1684

Termite Protection | All primary building elements used for theconstruction of this building will consist entirely of, or a combination of,materials considered not subject to termite attack. Specifically, all timbersused in this dwelling will be preservative treated in accordance with AS3660.1 and will comply with Part 3.1.3.2 of the Building Code of Australia -Volume 2, 2016.

Wet areas | To comply with NCC Vol.2 Part 3.8.1

Hard Wired Smoke Alarm compliant with AS 3786

COMPLIANCE NOTES


Water supply for fridge

Gas bayonet point

CONSTRUCTION NOTESCeiling Insulation | R4.0 Bulk insulation throughout


Internal Doors | 'Modular' Profile metal door frames with 2340 high doorpanels unless noted otherwise

Parapet Walls | FMC Homeguard as physical Termite barrier as per AS3660.1 - 2014 and will comply with Part 3.1.3.2 of the Building Code ofAustralia - Volume 2, 2016

Steelwork | Exposed steel shall have an anti-corrosive treatment inaccordance with the Building Code of Australia

CONCRETOR.1. Concrete stair dimension's are based on 280mm (Effective) tread and

172mm riser. Unless otherwise noted.2. All stair treads to be in suitable non-slip finish.3. Staircase to comply with BCA Vol. 2 part 3.9.1

Drawings List1.012.012.022.032.042.053.013.023.033.043.054.014.025.015.025.035.046.016.026.038.018.028.038.049.019.02


7272

172

Ground Floor PlanScale: 1:100

Steps detail ( next to M/B )02 Scale: 1:20

Rev No.


Client:

Client:

Builder:

Dwn. Dwn No :

Plot Date:

Ground Floor

2.03© C

opyr

ight 4956



27/4/18 at 3:05 pm









Area Calculations

0 Ground Floor

1 First Floor

Name


First Floor

Area

21.248.3

241.910.2

321.6 m2

206.9206.9 m2

528.5 m2

Perimeter

18,804.828,380.082,240.014,590.0

144,014.8 mm

69,910.069,910.0 mm

213,924.8 mm

S

Exhaust fan

LEGEND

Artificial Lighting | To comply with NCC Vol. 2 Part 3.12.5.5

Fall Prevention | Where the floor below bedroom window is 2m or moreabove the surface beneath and all other windows where the floor belowwindow is 4m or more above the surface beneath must be provided withprotection in accordance with NCC 2015 V2 Part 3.9.2.5

Boundary Walls To Provide Fire Separation | To comply with NCC Vol.2 Part 3.7.1.8

Fireplace | To comply with NCC Vol.2 Part 3.7.3

Parapet/Boundary Fireproofing | To comply with NCC Vol.2 Part 3.7.1.3

Staircase, Balustrade and Handrails | To comply with NCC Vol. 2 Part3.9.1 and 3.9.2

Stormwater Drainage | To comply with NCC V2 Part 3.1.20, citing AS3500.5

Swimming Pool Barriers | To comply with AS 1926.1 and 1926.2

Timber Framing | To comply with AS 1684


Wet areas | To comply with NCC Vol.2 Part 3.8.1

Hard Wired Smoke Alarm compliant with AS 3786

COMPLIANCE NOTES


Water supply for fridge

Gas bayonet point

CONSTRUCTION NOTESCeiling Insulation | R4.0 Bulk insulation throughout


Internal Doors | 'Modular' Profile metal door frames with 2340 high doorpanels unless noted otherwise

Parapet Walls | FMC Homeguard as physical Termite barrier as per AS3660.1 - 2014 and will comply with Part 3.1.3.2 of the Building Code ofAustralia - Volume 2, 2016

Steelwork | Exposed steel shall have an anti-corrosive treatment inaccordance with the Building Code of Australia

CONCRETOR.1. Concrete stair dimension's are based on 280mm (Effective) tread and

172mm riser. Unless otherwise noted.2. All stair treads to be in suitable non-slip finish.3. Staircase to comply with BCA Vol. 2 part 3.9.1

4x 450D SH'S

9x2

810 A

14x1

200 A

OBS

18x1810 A772x350

6x1

810 F

OBS

9x2410 A 1029x460

18x9

10 F

OBS

18x9

10 F

OBS

21x1

775 A

28x1500 F

21x7

55 A

21x2725 A

21x7

55 F

OBS

20x2

810 F

OBS

820Rx 2340

2400x1875 mirrored

720R

x 234

072

0Lx 2

340

820Lx 2340

2400

x309

5 mirr

ored

820L

x 234

0

820R

x 234

0

2x720x 2340

2400x1570

21x2392 A

820R

x 234

0

21x3440 A

2400x2085 mirrored

5x1

890 F

OBS

9x2

610 A

OBS

W29

W30

W28

W27

W26

W25

W24

W20

W19

W17

W33

W32

W31

W21W18

W23

W22

A/C

A/C

A/C

A/C

4.5m CONE OF VISION

1234

56789

10111213

14 15 16 17

Dn

NORTH

FFL = 36cCL = 68c

CL = 68c = 32c afl

S

MH

FFL = 36cCL = 68c

CL = 68c

CL = 68c

CL = 68c

CL = 68c

CL = 68c

CL = 68c

CL = 68c

50x5050x50

50x50

50x504.5m CONE OF VISION

4.5m CONE OF VISION

Niche

S/025.02

S/025.02

S/015.01

S/015.01

S/035.02

S/035.02

S/045.03

S/045.03

S/055.03

S/055.03

13° 25' 6"

19° 47' 56"

19° 4

7' 56

"

19° 4

7' 56

"

19° 47' 56"

19° 47' 56"

19° 47' 56"

Dp

Dp

Dp

Dp

Dp

19,96

0

1,940

2,125

4,315

11,58

0

19,96

0

1,940

920

win

1,205

920

win

3,395

775

2,810

Win

775

1,660

1,200

win

825

2,810

win

725

4,610

4,300

4,345

6,705

230

3,380

win

2,550

3,370

910

Win

1,285

910

Win

620

3,390

1,810

win

1,505

13,295

13,295

4,105 9,190

690 2,410win

545 460ac

1,980 350ac

3,360 1,810win

1,690

4,235 1,550 7,510

1,678 2,557win

1,550win

555 3,605Win

460 2,890win

1,500

1,000 1,500

1,504

1,504

750

1,740

1,375 900

230

3,800

Maste

r Suit

e90

1,870

Ensu

ite1,0

00W

c23

04,3

60Up

per L

iving

230

3,855

Bed 5

230

2,125

1,940

230

3,800

Maste

r Suit

e90

1,680

Ensu

ite

190

1,000

Shr

904,6

40Up

per L

iving

903,8

55Be

d 523

02,1

251,9

40

230

3,800

Maste

r Suit

e19

02,7

7090

6,030

Uppe

r livin

g90

600

Robe

903,9

00Be

d 623

01,9

40

230

4,810

901,8

6090

1,200

3,440

Void

2,080

Land

ing90

3,900

Bed 6

230

505

1,435

230

4,360

Wir

902,3

10St

ore

904,6

40St

airs V

oid3,4

10Fo

yer

2,260

Void

230

905

6,705

230

700

A/C

903,0

95Ro

be90

910

Bed 3

903,0

10Fo

yer

904,7

20Be

d 423

0

6,705

230

4,885

Bed 3

9095

0Ba

th 2

901,8

50W

c90

600

A/C

904,1

50Be

d 423

0

6,705

230

3,885

Bed 3

902,8

90Ba

th90

910

Shr

9060

0Ro

be90

4,150

Bed 4

230

4,105 230 2,100Wir

90 6,540master Suite

230

4,105 230 2,100Store

90 1,570Foyer

90 1,740 1,500Shr

90 1,550Wc

230

230 3,275Bed 3

90 650Robe

90 3,680Void

4,050Upper Living

230 1,000

300 230 1,825bath

90 1,800 90 3,680Void

4,050Upper Living

230 1,000

300 230 1,535bath

90 950Wc

90 2,730Foyer

190 1,425Recess

90 2,085Robe

90 3,260Bed 5

230

230 2,159Robe

16 700A/C

90 950 90 1,690Void

90 3,700Bed 6

90 510A/C

90 2,660Bed 5

230

230 3,915Bed 4

90 1,550Void

230 3,700Bed 6

230 3,350

230 3,755Bed 4

250 5,710 3,350

390 600 2,660

600

515

600

3,085

1,245

2,340

905

4,515 190 190

1,950

400

1,450

750

A/C duct with wallpenetration into lower roof

Upturned Concrete Beam below

Wall opening onlyfor A/C duct runningthrough roof space.

2.1m high wall

900mm highplinthBalustrade refer

to addenda.

Balustrade refer to addenda.

Pop

Pop

Roof Flue

250 UB centred 1No Sc6 to allow

for concealed Dp.

2.1m high wall900mmhigh plinth Fixed panel Obscure.

LVL2

40 x

63

LVL3

00 x

63

LVL3

60 x

63

LVL300 x 63

Shr

Shr

WCVb

Fw

Vb

FS Bath

Bath

Vb

WC

Fw

Fw

Fit-out Allowance

Fit-outAllowance

Fit-o

ut Al

lowan

ce

Master SuiteWIR

Ensuite

Upper Living

Bed 5

Bed 6Void

Bed 4

Bath 2

Bed 3

Foyer

Store

Foyer

Timber

Timber

Timber

Tiles

Tiles

Tiles

Void

Void

TiledRoof

TiledRoof

TiledRoof

Fit-out AllowanceRecess.

Slab

edge

.

Slab edge.

Slab edge.

Dry w

all.

Dry w

all.

Plinth.

Boundary.

Boun

dary

.

Boun

dary

.

Boundary.

Dp.

2 N˚ 150 x 50

LVL 300 x 63

250 U

B

LVL 300 x 63

LVL 300 x 63

LVL 300 x 63

LVL 2

40 x

63

LVL 300 x 63

250 UB

Dp

Dp

Dp

Drawings List1.012.012.022.032.042.053.013.023.033.043.054.014.025.015.025.035.046.016.026.038.018.028.038.049.019.02


Upper Floor PlanScale: 1:100

Rev No.


Client:

Client:

Builder:

Dwn. Dwn No :

Plot Date:

First Floor

2.04© C

opyr

ight 4956



27/4/18 at 3:06 pm









A/C

A/C

A/C

A/C

MH

50x5050x50

50x50

50x50

LVL2

40 x

63

LVL3

00 x

63

LVL3

60 x

63

LVL300 x 63

Dp.

2 N˚ 150 x 50

LVL 300 x 63

250 U

B

LVL 300 x 63

LVL 300 x 63

LVL 300 x 63

LVL 2

40 x

63

LVL 300 x 63

250 UB

NORTH

S/025.02

S/025.02

S/015.01

S/015.01

S/035.02

S/035.02

S/045.03

S/045.03

S/055.03

S/055.03

30° 6

' 49"

30° 6' 49"

30° 6

' 49"

30° 6' 49"

Line of FF external wall.

Roof Flue

Roof Flue

Roof Flue

Roof Below

Roof Below

Roof

Below

TiledRoof

TiledRoof

Area Calculations

0 Ground Floor

1 First Floor

Name


First Floor

Area

21.248.3

241.910.2

321.6 m2

206.9206.9 m2

528.5 m2

Perimeter

18,804.828,380.082,240.014,590.0

144,014.8 mm

69,910.069,910.0 mm

213,924.8 mm

Drawings List1.012.012.022.032.042.053.013.023.033.043.054.014.025.015.025.035.046.016.026.038.018.028.038.049.019.02


CL 5863 (68c+ Plate)

64c64c

35 706 90

30° 6' 49"

Typical Upper FloorEave Detail

CL 6120 (34c+ Plate)

31c31c

35 878 90

19° 47' 56"

Typical Ground FloorEave Detail

Roof PlanScale: 1:100

Rev No.


Client:

Client:

Builder:

Dwn. Dwn No :

Plot Date:

Roof Plan

2.05© C

opyr

ight 4956



27/4/18 at 3:06 pm









0c0c

-11c-11c

-20c-20c -21c-21c

10c10c

28c28c31c31c

0c0c

55c55c

43c43c

64c64c

36c36c

0c0c

28c28c

10c10c

0c0c

28c28c

10c10c

0c0c

28c28c

0c0c

28c28c31c31c

64c64c64c64c

43c43c

28c28c

RL 21.654RL 21.654

44c44c

50c50c

55c55c

28c28c

43c43c

13c13c10c10c

-8c-8c-12c-12c

-18c-18c-21c-21c

-25c-25c-29c-29c

0c0c

-7c-7c

RL 12.700

RL 11.940RL 11.630

RL 11.240

RL 10.630

RL 12.790

RL 13.980 RL 13.820

36c36c

Ground FFL 12742 (0c)

2,91

4

Ground Floor CL 15656 (34c)172 First Floor FFL 15828 (36c)

2,74

3

First Floor CL 18571 (68c)

171

300

1,629

Approx. NGL at adjoining lot

FFL@-100mm

HWU.

Boxed eaves.

Roof pitch@13˚.Steel column refer to addenda.

FFL@-100mm

Top of footing for house@-2c.

Step footing refer to engineers.


Top of footing for return wall@-29c.

Pad footing for column@-2c.

Pop

Pop

Roof Flue

Lower Footing of Column for Concealed Dp.

W01W14

W16D02

W17

W29W30

W32Lower Roof

1,000

360

19° 47' 56"

W13W03

W20

Main Roof

1,000

580

30° 6' 49"

W31

Section through garage shown shadedRender

Tiled Roof

Render

Metal Roof

Render

Render

RenderRender

Render

Render

Tiled Roof

Obscure.

Obscure.

Obscure.

Boun

dary

.

RL 11.635RL 11.635 RL 11.820RL 11.820

RL 10.088RL 10.088

RL 10.450RL 10.450

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0c0c

RL 21.654RL 21.654

10c10c

28c28c

0c0c

10c10c

28c28c

43c43c

64c64c

36c36c

22c22c25c25c

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2,91

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2,74

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First Floor CL 18571 (68c)5,7

31Ma

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Heig

ht

Feature, TimberClad Column

50 x 20 Colourbond capping.

Stone Claddingrefer to addenda.

Natural Ground level.

Boxed eaves.

Top of footing for [email protected] of footing for [email protected] footing for house

refer to engineersdrawings.

Roof Flue

D01W02W04

W19 W33W21 W18

Main Roof

1,000

580

30° 6' 49"

Render

FeatureCladding

Render

Tiled Roof

Render

Render

Garage Door

Boun

dary

.

Boun

dary

.

Obscure.

-7c-7c

-2c-2c

-8c-8c-12c-12c

RL 12.500RL 12.500

RL 11.713RL 11.713

RL 18.231RL 18.231

-24c-24c

-11c-11c

0c0c

RL 10.220 RL 10.000

RL 10.480

-20c-20c

0c0c

-11c-11c

-32c-32c-30c-30c -31c-31c

-5c-5c

-24c-24cBottom of M/B 600mm afl.

Render

RenderRender

Render

Boun

dary

.

Boun

dary

.

RL 10.450RL 10.427

Parapet Wall Area: 23.13m

RL 12.340RL 12.700

RL 11.940

36c36c

30c30c

RL 11.630

RL 11.240

RL 10.630

RL 12.790

RL 13.980RL 13.820

15.827m RL

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-14c-14c

-5c-5c

-29c-29c-33c-33c

-18c-18c

-25c-25c

-12c-12c

-24c-24c

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2,91

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2,74

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level

3,136

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Neighbour's FGL.

Top of retaining wall.

Average Zero Lot Wall Height: 2.853m

North ElevationE/022.03 Scale: 1:100

East ElevationE/012.03 Scale: 1:100

Street ElevationE/01b2.03 Scale: 1:100

North BoundaryE/02b2.03 Scale: 1:100

RL 10.000

RL 10.000

RL 10.000

LEGENDApproximate line and RL of existing natural ground level atadjoining property boundary

Finished ground level at proposed development

Approximate line and RL of existing natural ground level atproposed development

Where the floor below bedroom window is 2m or more above the surfacebeneath and all other windows where the floor below window is 4m ormore above the surface beneath must be provided with protection inaccordance with NCC 2015 V2 Part 3.9.2.5

Rev No.


Client:

Client:

Builder:

Dwn. Dwn No :

Plot Date:

Elevations

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127

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67.9

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10c10c

28c28c

11c11c

28c28c

10c10c

28c28c

10c10c

28c28c

46c46c

59c59c55c55c

58c58c

14c14c

28c28c

34c34c

23c23c

28c28c

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RL 13.130RL 13.360

RL 13.200

RL 13.920RL 14.070

RL 15.220RL 15.350

RL 16.290


2,91

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2,74

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174

300

Obscured up to 1650mm high

Obscured up to 1650mm high


steel column refer to engineers.

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50 x 20 colourbond capping.

FFL@-100mm.

Pad footing for column refer to engineers.

Roof Flue

Approx. NGL at adjoining lot

W06W07W08W09W10

W05

W27

Lower Roof

1,000

360

19° 47' 56"

W11W12

Main Roof

1,000

580

30° 6' 49"

W25 W24

W22W23

Render

Render

Render

Tiled Roof

Tiled Roof

Tiled Roof

Tiled Roof

0c0c

10c10c

28c28c28c28c31c31c

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22c22c 18c18c

46c46c

55c55c

36c36c

64c64c 64c64c

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2,91

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2,74

3


Twinside retaining Twinside retaining

Boxed eaves.

FFL@-100mm.


Pop

Pop

Roof Flue

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W26

SD01ST01W15

W28

Lower Roof

1,000

360

19° 47' 56"

Main Roof

1,000

580

30° 6' 49"

Tiled Roof

Render

Tiled Roof

Render

Render

South ElevationE/042.03 Scale: 1:100

West ElevationE/032.03 Scale: 1:100

Rev N

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08

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express written

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Riverstone Custom Homes.

+ RIVERSTONE CUSTOM HOMES I

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Residence Lot 8,

(#43)

Connolly Street

Wembley, WA6014

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ATTACHMENT 2 OF 2 : Summary of Applicant's Justification and Neighbour Comment DV18.67 - LOT 8 (NO. 43) CONNOLLY STREET, WEMBLEY

APPLICANT'S JUSTIFICATION

6.8 Visual Privacy Requirements

The front window of bedroom 5 on the upper floor facing east shows a setback of 3.65 m in lieu of 4.5 metres at 45 degrees.

The variation should be considered minor as the area over looked contains no active habitable spaces, no major openings and as such will have a minimal impact on the adjoining property. The area over looked can be clearly seen from the street.

Street Tree

The subject site has two street trees, the more substantial one being on the southern side of the verge. It is impractical to have the driveway in the centre of the site between the two verge trees and we seek to remove the verge tree to the northern side of the verge and replace it on the other side of the proposed driveway.

We have already sought and received advice from the Town and attach a copy of the correspondence for your reference.

Conclusion

The client has chosen this design to maximize their use and function of the property. The designer has been instructed to create a modestly sized home which has been thoughtfully designed by achieving the most out of the site and maintaining the external amenity of the dwelling. Applying the Design Principles against the proposal, in consult with the R-Codes and its explanatory guidelines, demonstrates that this design proposal has been able to suitably address the relevant criteria. Accordingly, the above justification is submitted for the Towns approval.

NEIGHBOUR COMMENT

Objection 1

I would object to the side set back [car garage] being on the perimeter of the north side as the bedrooms of my house are along the south side the thought of the noise/headlights of cars coming and going and garage doors opening and shutting let alone if they use garage as a workshop etc. alongside bedrooms is far from ideal.

Visual privacy setback should be 4.5 meters they have applied to be 2.12 meters again with the 4 bedrooms all having windows facing south. It will be a complete invasion of privacy as we constantly have the curtains open to let the natural light in as well bedroom 2 is used as an office as well as a bedroom and we wouldn’t like people being able to look in while working at the desk.

Objection 2

1. Side setback (south): The minimum required setback of the proposed feature nib wallshould be 1.1m in line with residential design codes. Proposed plans would reducethe separation between our properties, reducing privacy, restricting natural light andcreating congestion.

ATTACHMENT 2 OF 2: Summary of Applicant's Justification and Neighbour Comment DV18.67 - LOT 8 (NO. 43) CONNOLLY STREET, WEMBLEY

2. Upper floor side setback (south): The minimum required setback for the proposedbedroom 3, bathroom and bedroom 4 wall should be 1.8m in line with residentialdesign codes. Rationale as detailed in (1) above.

3. Wall height: the maximum permissible height to the top of eaves, measured verticallyabove the ‘natural level’ immediately below the relevant point on the wall should be6.0m in line with residential design codes. Permitting additional vertical height ofproperty (above 6.0m) would restrict natural light to adjacent properties.

4. Retaining walls and filling of land: the maximum permissible height of a retaining wallwithin 3.0m of the front boundary should be 0.5m in line with residential designcodes. Proposed plans would result in additional height above grade, furtherrestricting natural light to our property.

We have no issue with the minimal exceedance of visual privacy setback from bedroom 4 (of 4.14m).

Documents

DEVELOPMENT COMMITTEE ATTACHMENT 1 OF 2 TO ITEM: …...DEVELOPMENT COMMITTEE ATTACHMENT 1 OF 2 TO ITEM: DV18.67 The Town of Cambridge does not warrant the accuracy of information in