Rev B - cambridge.wa.gov.au...Colorbond (Good Cond.) Brick Pillar & Timber Patio Over Brick Below...

Drawing List

2 Plans

4 Elevations

5 Sections

2.012.022.032.042.05

4.014.02

5.015.025.035.04

Page Name

Site Plan - ExistingSite Plan - NewGround FloorFirst FloorRoof Plan

ElevationsStreetscape

Section 1,2 ,7Section 3Sections 4 & 5Section 6

NORTH

0.004 mLOT MISCLOSE

Due to lack of survey marks/pegs, all building offsetdimensions & features are approximate only andpositioned from existing pegs/fences and walls whichmay not be on the correct alignment and are to beverified when repegged. Any design that involvesadditions to any structures shown or portion of structuresremaining after any demolition has taken place requires

DISCLAIMER:

boundaries to be repegged and exact offsets providedto your designer/architect before any plans are producedand before any work is started on site.

OLDAREA

Check Your Lot With AlintaCall 13 13 58

Scale 1:100

0 2 4 6 8

SOIL DESCRIPTIONSandRefer to Survey

457201 08 Aug 19 T.Currey

08 Aug 19 3

340 D6

Tresise

Lot No.

Plan

Waite Place300 837m²

City Beach TOWN OF CAMBRIDGE

8759 15 146A

Bitumen

Non-Mount / Nil

Nil

Sand

Good

Refer to Survey

Yes

Yes

Yes

U/Ground

YES

37.22

8 0 ° 5 3 '4 0 "

26.15

8 9 ° 4 3 '5 "

35.6

3

9 3 ° 2 8 '3 0 "

20.12

95°5

4'45"

40.63

40 .79

41.09

41.0941.19

42.09

41.24

42 .18

4 1 .03

40.93

40.86

41 .29

42.43

41.7041 .7

9

42

.45

4 2 .5 2

41 .86

41

.34

41.28

41.23

41 .5 5

41.54

41.49 41.56

42.09

42

.17

42

.26

42

.35

4 2 .9 0

42

.51

42

.92

43

.25

4 3 .07

4 3 .9 0

43

.73

44

.10

44

.00

4 6 .2 8

44

.36

4 4 .07

4 2 .7 2

4 2 .9 0

42 .45

4 2 .3 3

43.26 43.19

43.8343.84

44.01

44

.02

44

.15

43.82

44.00

43.83

43.18

43.85 43 .68

43.52

44.26

44.35

44

.44

44

.5644.43

44.44

4 4 .3 8

44

.39

44.40

44

.47

44.47 44.47

44

.47

4 4 .4 3

44

.54

44

.47

44

.42

44

.46

44.4644.47

44

.46

44

.38

44

.38

44

.37

4 4 .4 0

4 4 .3 3

44

.38

44.25

4 3 .7 2

45

.66

4 3 .3 8

4 3 .2 64 2 .7 2

44.72

4 2 .8 3

43

.12

43

.82

43.80

43.96

44 .294

4.0

34

4.1

3

4 4 .1 9

44

.11

43

.28

43

.28

44

.21

43

.49

43

.80 4

4.2

0

45.63

43

.66

43

.90

44.15

44

.30

44.29

>>>>>>Sewer M/H

Approx. 40m(42.50)

Bitumen

Waite PlaceRef Nail At Base Of Kerb A.H.D. level 40.57m(Established from S.S.M. WEMBLEY 54 usingdata supplied by the Geodetic Section ofLandgate)

Non-Mount Non-Mount

Flush Kerb

SteppedBrick Wall

T

LawnLawnLawn

BitumenCrossover

Concrete

ConcreteBrick & Tile

Carport UMROver ConcreteBrick Pillar &

Timber PatioOver Brick

ApproxF/L At Door

(Timber) 44.41

ApproxF/L At Door

(Brick) 44.45

2-StoreyBrick & Galv

On Slab(#5)

Ground Floor

First FloorApprox

F/L 44.35

Steps

44

.52

44

.52

44

.44

44

.46

44

.21

TF[]

(top&gl)4

3.2

54

2.6

5

TW[

PEG FNDDIST

Lawn

Colorbond(Good Cond.)

Brick Pillar &Timber Patio Over Brick

Belo

w G

roun

dC

oncr

ete

Swim

min

g Po

ol

Brick & TileGarageUMR

Gat

e

Brick PillarBrick

Brick

BrickBrick

Light Pole

PEGGONE

PEGGONE

PEGGONE

Small Trees

Brick &Concrete

Bric

k &

Con

cret

e

1.3 High PoolFence (Fair Cond.)

Gate

Gate

Raised Brick G

arden

1.9 HighBrick Wall

Brick

LowBrick Wall

BrickRet. Wall

BrickRet.Wall

ClothesLine

Brick

Brick& LightGrass

44

.06

TF[ ]Brick & Tile

On Slab(#3)

44

.20

4 6 .8 7TF[]

T

Met

er

W

(top&gl)

Whi

tePi

pe (top&gl)

(top&gl)

(top&gl)

(top&gl)

(top&gl)

4 2 .4 0

4 2 .3 2

Small Trees

Rock &ConcreteRet. Wall

RockRet. Wall

Verge TreeØ 0.06mHt 4.0m


TreeØ 0.6mHt 5.0m

(top&gl)

Lawn

Timber PostRet. Wall

(top&gl)

(top&gl)(top&gl)

(top&gl)

Palm TreeØ 0.3mHt 7.0m

Brick Wall

Brick Ret. Wall

Meter Box(Elec.)

M

ThickBush

Thic

k Bu

sh T

rees

Small Trees

4 4 .3 2

44.11

43.50

43

.63

43

.88

(top&

gl)

(top&

gl)

4 3 .6 8

(top&

gl)

(top&

gl)

4 2 .8 2

4 3 .0 2

TF[ ]

L'stoneRet. Wall

4 3 .3 8

TF[

]


On Slab

PatioUMR

Door

Timber Paling(Capped,

Good Cond.)Br

ick

Ret

. Wal

l 1.3

m O

ff Fe

nce

Bric

k R

et. W

all 1

.0m

Off

Fenc

e

Tim

ber P

atio

Gro

und

Floo

r

Firs

t Flo

or


On Slab(#5)

43

.30

(top&

gl)

BrickRet. Wall


Good Cond.)

Nil

Sewer JunctionIn: 0.7 Up: 1.9Inv: 39.0 Depth: 1.5NOTE: UP

41.0

41.5

42.0

42.5

43.5

(top&gl)

42.5

43.0

44.0

44.0

44.5

44.0

43.5

43.0

44.0

44.0

43.0

43.0

42.5

41.5

41.0

(Meas Abt. 20.12)

(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 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.

Client

Date

Suburb

House No.

Street

Shire

C/T Vol. Fol

AreaGOOD

GOOD

BUILDING SITE INSPECTION REPORTSERVICE AND CONTOUR SKETCH

Road Descr.

Kerbing

Condition

Footpath

Condition

Soil

Drainage

Vegetation

Services: Gas Phone Comms.

Water Sewer

Electricity

Coastal Zone

Fencing andother improvements

Special Features

AS SHOWN

AS SHOWNJ/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 Dome

Power Pole

Phone Pits

LEG

END T C

TP 10.00

TW

TR

TF

[

[

[

[

10.00

10.00

10.00

]

]

]

]

Top Pillar/Post

Top Wall

Top Retaining

Top Fence

W Water Conn.

44

.92

45

.02

]

Existing Site Plan Scale: 1:100

Rev N

o.Jo

b No.

Amendments. Signatures:

Client:

Client:

Builder:

Dwn.

BAL R

ating

.Dw

n No :

Plot Date:

Site Plan - Existing

2.01© C

opyr

ight 5016

Rev BRev B-Cladding reinstated-S.McC-12/05/20Rev A - VO1 - DZ-06/04/20DA 04 - Construction Drawings - EMacK - 12/03/20DA 03-Council amendments-S.McC-10/02/20DA 01-Council submission-S.McC-21/11/19DA 02-Contract Dwg's-S.McC-01/12/19

Tresise ResidenceLot 300, (#3), Waite PlaceCity Beach., WA 6015

S.McChesney

27/05/2020 at 2:28 PM

Wind ClassificationT.B.C.

Local AuthorityTown of CAMBRIDGE

N/A.

A: Suite 44 Cottesloe Central Shopping Centre, 460 Stirling Highway,Peppermint Grove, WA 6011T: 08 9284 4866 F: 08 9284 6144 E: [email protected]: www.riverstone.com.au© Copyright. This drawing and design is copyright and may not be reproduced or copied in whole or in part without the express writtenpermission of Riverstone Custom Homes.

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:

Z:\Drawings\Jobs ArchiCad\5016 Tresise v22\01 Archicad PLN\Rev B 5016 Tresise v22.pln

Construction drawings

AC Unit

Extent of sand pad.

Planter. Planter.FGL=

42.2

8

107.59 m2

1.09 m2

3.52 m2

4.17 m2

4.32 m2

123

12

123

456789

1011121314

NORTH

FGL = 41.429

FGL = 44.000(-100mm Below 0c FL)

7.5m 7.5m

6.0m

6.0m

FGL = 40.743

FGL = 41.943

FGL = 43.328

FGL = 43.843

Poured Agg = 44.000(-100mm Below 0c FL)


12.5%

Gra

dien

t.23

.8% G

radi

ent.

LOT ZONING R12.5LOT AREAHOUSE AREAOPEN SPACEOPEN SPACE REQUIRED AS PER R-CODES IS 55%

837.00m2358.60m257.16%

NEIGHBOUR'S LOT AREASHADOW CAST ONTO LOTAREA OVERSHADOWEDOVERSHADOWING PERMITTED AS PER R-CODES IS 25%

974.00m2148.71m215.27%

Stormwater grate.

PD


Poured Agg = -3cRL = 43.843

SW1.5 x 1.5

SW1.5 x 1.5

SW1.5 x 1.5

SW1.5 x 1.5

SW1.5 x 1.5

SW1.5 x 1.5

SW1.5 x 1.5

DP

DP

DP

FGL = 43.843

FGL = 43.630

FGL = 43.630

Grad

e

Fall

Fall

Grano FFL = -12cRL = 43.071

FFL = 0cRL = 44.100


FGL=

42.2

8

DPDP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

3xDP

DP

DP

3,605setback

7,51

5se

tbac

k

4,068setback

1,511setback

148.71 m2Overshadowing as of 21st June Midday.

Crossoverto Shire Req's

Ridge Height = 52.541 AHD.

Wall Height = 50.05 AHD.






Additional Contoursin RED representINTRAMAPS levels.

Existing Rock RetainingWall To RemainTOW approx RL 42.09.

LetterboxTOW -25c (RL 41.93)..

TOW -20c (RL 42.38).

TOW -9c (RL 43.33).TOW -9c (RL 43.33).

Additional Contoursin RED representINTRAMAPS levels.

Stormwater grate and soakwell(Allow for 2No. Outlets)

BalustradingGate

TOW -20c (RL 42.38).

Steps. Rainwater Run Under Slab

0.004 mLOT MISCLOSE

OLDAREA

Check Your Lot With AlintaCall 13 13 58

Scale 1:100

0 2 4 6 8

SOIL DESCRIPTIONSandRefer to Survey

08 Aug 19 3

340 D6

Tresise

Lot No.

Plan

Waite Place300 837m²

City Beach TOWN OF CAMBRIDGE

8759 15 146A

Bitumen

Non-Mount / Nil

Nil

Sand

Good

Refer to Survey

Yes

Yes

Yes

U/Ground

YES

37.22

8 0 ° 5 3 '4 0 "

26.15

8 9 ° 43 '5 "

35.6

3

9 3 ° 2 8 '3 0 "

20.12

95°5

4'45"

40.63

40 .79

41.09

41.0941.19

42.09

41.24

42 .18

4 1 .03

40.93

40.86

41 .29

42.43

41.7041 .7

9

42

.45

4 2 .5 2

41 .86

41

.34

41.28

41.23

41 .5 5

41.54

41.49 41.56

42.09

42

.17

42

.26

42

.35

4 2 .9 0

42

.51

42

.92

43

.25

4 3 .07

4 3 .9 0

43

.73

44

.10

44

.00

4 6 .2 8

44

.36

4 4 .07

4 2 .7 2

4 2 .9 0

42 .45

4 2 .3 3

43.2643.19

43.83

43.84

44.01

44

.02 4

4.1

5

43.82

44.00

43.83

43.18

43.85 43 .68

43.52

44.26

44.35

44

.44

44

.5644.43

44.44

4 4 .3 8

44

.39

44.40

44

.47

44.47 44.47

44

.47

4 4 .4 3

44

.54

44

.47

44

.42

44

.46

44.4644.47

44

.46

44

.38

44

.38

44

.37

4 4 .4 0

4 4 .3 3

44

.38

44.25

4 3 .7 2

45

.66

4 3 .3 8

4 3 .2 64 2 .7 2

44.72

4 2 .8 3

43

.12

43

.82

43.80

43.96

44 .294

4.0

34

4.1

3

4 4 .1 9

44

.11

43

.28

43

.28

44

.21

43

.49

43

.80

44

.20

45.63

43

.66

43

.90

44.15

44

.30

44.29

>>>>>>Sewer M/H

Approx. 40m(42.50)

BitumenWaite Place

Ref Nail At Base Of Kerb A.H.D. level 40.57m(Established from S.S.M. WEMBLEY 54 using datasupplied by the Geodetic Section of Landgate)

Non-Mount Non-Mount

Flush Kerb

SteppedBrick Wall

T

LawnLawnLawn BitumenCrossover


On Slab(#5)

Ground Floor

First FloorApprox

F/L 44.35

Steps

44

.52

44

.52

44

.44

44

.46

44

.21

TF[]

(top&gl)4

3.2

54

2.6

5

TW[

PEG FNDDIST

Light Pole

PEGGONE

PEGGONE

PEGGONE

Raised Brick G

arden

44

.06

TF[ ]

44

.20

4 6 .8 7TF[]

T

MeterW

(top&gl)

Whi

tePi

pe

(top&gl)

(top&gl)

(top&gl)

(top&gl)

(top&gl)

4 2 .4 04 2 .3 2

REMOVE(By Owner).Verge TreeØ 0.06mHt 4.0m


(top&gl)

(top&gl)

(top&gl)(top&gl)

(top&gl)

Brick Wall

4 4 .3 2

44.11

43.50

43

.63

43

.88

(top&

gl)

(top&

gl)

4 3 .6 8

(top&

gl)

(top&

gl)

4 2 .8 2

4 3 .0 2

TF[ ]

L'stoneRet. Wall

4 3 .3 8

TF[

]


On Slab

PatioUMR

Door


Good Cond.)Br

ick

Ret

. Wal

l 1.3

m O

ff Fe

nce

Bric

k R

et. W

all 1

.0m

Off

Fenc

e

Tim

ber P

atio

Gro

und

Floo

r

Firs

t Flo

or


On Slab(#5)

43

.30

(top&

gl)

BrickRet. Wall


Good Cond.)

Nil

Sewer JunctionIn: 0.7 Up: 1.9Inv: 39.0 Depth: 1.5NOTE: UP

41.0

41.5

42.0

42.5

43.5

(top&gl)

42.5

43.0

44.0

44.0

44.5

44.043.5

43.0

44.0

44.0

43.0

43.0

41.5

41.0

(Meas Abt. 20.12)

(Scaled from StreetSmart DirectoryOnly - Confirm With Shire)

Client

Date

Suburb

House No.

Street

Shire

C/T Vol. Fol

AreaGOOD

GOOD

BUILDING SITE INSPECTION REPORTSERVICE AND CONTOUR SKETCH

Road Descr.

Kerbing

Condition

Footpath

Condition

Soil

Drainage

Vegetation

Services: Gas Phone Comms.

Water Sewer

Electricity

Coastal Zone

Fencing andother improvements

Special Features

AS SHOWN

AS SHOWN

MSD REF

SEC Dome

Power Pole

Phone Pits

LEG

END T C

TP 10.00

TW

TR

TF

[

[

[

[

10.00

10.00

10.00

]

]

]

]

Top Pillar/Post

Top Wall

Top Retaining

Top Fence

W Water Conn.

44

.92

45

.02

]

(top&gl)

Site Soil Classification.1. Soil classification is made bysurface visual inspection only.

Termite Protection.All primary building elements used for the constructionof this building will be consist entirely of, or acombination of, materials considered not subject totermite attack. Specifically, all timbers used in thisdwelling will be preservative treated in accordance withAS 3660.1 and will comply with Part 3.1.3.2 of theBuilding Code of Australia - Volume 2, 2016.

44.0

44.0

43.0

43.0

43.0

41.0

Natural Ground Levels to front setback to be maintained.

Natural Ground Levels toSouth Western Corner tobe maintained.

Total Area in 7.5m Front Setback= 191.48m2

Landscaping Area(107.59 + 4.33 + 4.32 +3.31 + 3.31)

= 122.86m2 (64.16%)

TOWN OF CAMBRIDGE:Note that Town of Cambridge requires 1m3 of soakwell storageto every 30m2 of Roof and Paving areas. Confirmrequirements with council on job to job basis.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)Area A. (Roof Area to Rear Soakwells) = 546.4 m2

Volume to Store = 18.21 m3

DIAM DEPTH No of TANKS VOLUME1500 1500 7 18.55 m3

Storm-water grate to soak wellTraffic-able lid to soak well located under paving

Impervious Area (Paving)Run of to Garden Beds

TANK VOLUME.Note: Soakwells up to 1500x1500 in size, can

be man-handled.

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

All drainage to be in accordance with NCC V2 Part 3.1.2.0 citingAS3500.3 or AS3500.5

First Floor

Footing for the retainingwall of [email protected]=41.706

Step footing referto Section 01 &07 on page 5.01.

37.22

26.15

35.6

320.12

(Meas Abt. 20.12)

Verandah

HWS

2,00

05,

150

2,00

099

0

Garage

Steps.

Steps.

Steps.

Planter. Planter.FGL=

43.2

3

FGL=

43.2

3

12.5%

Gra

dien

t.

FFL = 0cRL = 44.100

FFL = -12cRL = 43.071

FFL = -2cRL = 43.928

1,785 6,035

Tap.

Tap.

Tap.

Tap.


First Floor Over

Firs

t Flo

or O

ver

Firs

t Flo

or O

ver

First Floor Over

First Floor Over

Firs

t Flo

or O

ver

Firs

t Flo

or O

ver

Firs

t Flo

or O

ver

First Floor Over

First Floor Over

Conc. Panel retainingwall Extent TBC onsite.

Note Not to exceed NGL.

FGL=41.328

FGL=41.578

FGL=42.807

FGL=43.057

Proposed ResidenceDry Court

Ground Floor

Gdn ST.

Alfresco

Area Calculations

0 Ground Floor

1 First Floor

Name

AlfrescoGarageGdn ST.Ground FloorVerandah

First Floor

Area

30.766.74.8

238.828.3

369.3 m²

136.8136.8 m²506.1 m²

Perimeter

23,279.434,220.08,880.0

79,750.035,350.6

181,480.0 mm

66,634.966,634.9 mm

248,114.9 mm

Site Plan Scale: 1:100

Rev N

o.Jo

b No.


Client:

Client:

Builder:

Dwn.

BAL R

ating

.Dw

n No :

Plot Date:

Site Plan - New

2.02© C

opyr

ight 5016



S.McChesney

27/05/2020 at 2:28 PM



N/A.



Status:



Extent of sand pad.

TOW @ -28c.RL = 42.100.

TOW @ -24c.RL = 42.443.

TOW @ -24c.RL = 42.443.

Letterbox Plate

AC Unit

Boundary.

Boundary.Boundary.

FGL=

42.2

8

FGL=

42.2

8

Planter. Planter.

123

12

18x5

65 F

18x5

65 F

16x1095 F

16x2

280 A

16x1095 F

28x3

045 A

14x8

40 A

28c x

955

18x2415 A

18x2455 A 18x2415 A 18x2415 A

18x1

335 A

29x2730 SD

820Lx 2340

820L

x 174

0

2400x815

3x720x 2340

3x720x 2340

3x720x 2340820L

x 2340820R

x 2340

820L

x 234

0

2x720x 2340

820Lx 2340

820Rx 2340

820Lx 2340

2x820

2400x1690

1st

820Rx 2340

28c x

1455

820R

x 234

0

857x

3100

18x1865 A

28x5

515 S

DSP

x269

7 FOv

erSP

x269

7 FOv

er

M

Remote controlSectional door

820

2400

x880

16x1

820 L

18x1865 A

1370

x 23

40 B

'k Op

ening

(145

5 x 24

00)

1370

x 23

40 B

'k Op

ening

(145

5 x 24

00)

820R

x 234

0

16x1

820 L

2314

x149

5

W01

W04

W09

W10

W11

W13

W12

D02

W14

W15W16W17

W18

SD02

D01

D03a

W03

SD01

W07

W08

D03

W04

c

W02

CS04

CS05

W04

b

123

456789

1011121314

1390

x 23

40 B

'k Op

ening

(145

5 x 24

00)

B'he

ad =

28c

CL = 34c

FGL = 41.429

FGL = 43.057

FGL = 41.943

GE

Fw

Fw

1 2 3 4 5 6345678

FFL = 0cRL = 44.100

SO = 34c

Grano = -12cRL = 43.071

SO = 34c = 46c afl

SO = 34c

CL = 34c

CL = 32cCL

= 28

c

CL = 23c = 35c aflGrano = -12c

Poured Agg = -3cRL = 43.843

CL = 36c = 39c afl

Grano = -2cRL = 43.928

CL = 30c

FFL = 0cRaking Ceiling

12.5%

Gra

dien

t.23

.8% G

radi

ent.

S

Raking

Raking

Raking

Raking Rakin

g

Rakin

g

Rakin

g

Rakin

g

Raking

Rakin

g

Rakin

g

Rakin

g

MH

M/B

Stormwater grate.

CL = 34cPD



FGL = 41.429


FGL = 40.743

FGL = 41.943

FGL = 43.328

FGL = 43.843


DP

DP

DP

Pour

ed A

gg =

-9c

RL =

43.32

8

Rakin

g

FGL = 43.843

FGL = 43.630

FGL = 43.630

Grad

e

Fall

Fall



CS01

DPDP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

3xDP

DP

DP

4x 600D SH'S

Raking Ceiling

230

6,115

gara

ge90

1,900

store

300

230

7,105

gara

ge1,0

00ste

ps90

600

linen

902,1

45l'd

ry90

2,040

bath

901,1

00pa

ss90

4,490

bed 4

230

215

1,67

530

06,5

20ga

rage

901,6

00lan

ding

902,1

45l'd

ry90

1,090

wall

950

bath

901,1

00pa

ss90

600

robe

903,8

00be

d 323

0

1,285

v'dah

215

730 w

945

230

2,130

entry

9060

0cb

rd90

4,680

stairs

9060

0dr

op90

1,455

l'dry

9060

0sh

vs90

1,000 shr

9095

0ba

th90

1,400

pass

904,1

90be

d 3 / b

ed 2

230

190

2,745

190

2,750

300

2,853

v'dah

252

2,220

entry

215

4,200

stairs

955

wind

ers

4,652

pass

age

901,5

03pa

ss90

600

robe

903,8

00be

d 223

0

230

1,665

9060

0ro

be90

3,800

bed 4

230

2,435

entry

5,155

void

4,652

pass

age

230

2,150

b'fas

t noo

k23

0

230

9,045

living

/ dini

ng2,4

55kit

chen

902,7

30wi

p90

6,310

game

s23

0

230

515

fire90

8,655

living

/ dini

ng3,1

55kit

chen

902,0

30wi

p / pd

r90

6,310

game

s23

0

215

230

6,513

living

190

3,153

rece

ss19

02,1

55kit

chen

9095

0pa

ss

9040

0 lin 9050

0cb

d90

1,100

game

s

9060

0ro

be

903,8

00be

d 263

0re

c23

0

1,589

1,350

1,619

1,400

1,500

2,600

1,400

1,560

505

1,100

1,285

1,480

3,110

395 190

560

1,507

2,20

523

02301,900

300

1,50

023

043

0

3002,945

230

2,66

023

0

1,0001,

000

S/035.02

S/035.02

S/025.01

S/025.01

S/045.03

S/045.03

S/055.03

S/055.03

S/065.04

S/065.04

Extra Horiz Beamto Take Chair Swing

Balus

tradin

gto

BCA

Req's

Open RecessUnder Stairs

Open RecessUnder Stairs

HP & R'hood

Skylight Over

Moulding Over

Extent of sand pad.

Line of Upper Floor Over

Line of UpperFloor OverLine of Upper

Floor Over

FR Plumbing

Aircon Slab Pen Over

Feature Cladding onTimber Framing upto 28c

w/- Bwk on Lintels Over

Cavity FillRetainingBelow

Bwk Under Landing

Timber Balustrading

Timber Balustrading

Bwk Under Landing

MDF Seat MDF Seat

Cavity Fill Retaining Below

Feature Cladding

Timber Balustrading

Bwk U

nder

Line of Slab Over

Line ofSlab Over

Banking

Void

Over

Steps.

1350mm x 900mm H.1500mm afl.

slab box for SGPO withconduit to wall light switch.

slab box for SGPO withconduit to wall light switch.

small dog door to D03a.

TOW @ 4c.RL = 44.443

in - slab safe asshown dashed.

SC10 over.

Dryer

Footing for the retainingwall of [email protected]=41.706

Step footing referto Section 01 &07 on page 5.01.

37.22

26.15

35.6

3

20.12(Meas Abt. 20.12)

T1 ov

er.

T1 ov

er.

B'head = 28c

HWS

B'head = 30c

Raking Ceiling

Raking Ceiling

TOW @ -13c.RL = 43.386.

TOW @ -13c.RL = 43.386.

Steps.

Steps.

Steps.

Boun

dary

.

FGL=

43.2

3

FGL=

43.2

3

Planter. Planter.

2x820x 2340

1200x400

820Rx 2340

820Rx 2340

W/m

FwCL = 30c

CL = 30c

12.5%

Gra

dien

t.

NORTH

CL = 30c

CL = 30c CL = 30c

FFL = 0c

FFL = 0c

B'head = 28c

B'head = 28c

B'head = 28c

21,3

95

670 5,430 820 890 1,690D

365 2,090 1,795 2,090 1,260 3,250 420

6,100 820 2,945 2,090 1,795 2,090 4,510 42020,350 420

215

730

430

6,34

52,

290

479

1,45

5D

781

1,33

530

588

05,

520

630

215

1,16

06,

345

2,29

04,

050

6,70

563

0

21,3

95

773 2,415w

1,175 2,415w

633 2,455w

1,780 2,415w

1,780 1,260w

2,730s'door

520 420

9,865 5,975 1,260 3,250 420

230 3,500bed 4

90 3,500bed 3

90 3,500bed 2

90 4,610games

230

230 2,460robe

90 950pass

90 2,460robe

90 1,990pass

90 2,460robe

90 4,610games

230

230 2,315g/store

90 7,210pass

90 5,675games

230

230 2,315g/store

90 5,400bath

90 350 90 1,280pass

250390

901,000cbd

90 1,600pdr

90 2,255wip

230

230 3,810bath

90 800shr

700wall

19025090

1,280pass

90 1,640linen

90 1,600pdr

90 2,255wip

230

230 3,810bath

90 1,500shr

19090 250

3,010pass

90 1,600pdr

90 2,255wip

230

230 5,280l'dry

400rec

2501,280pass

250 4,475kitchen

90 950wip

230 1,260

230 1,810linen

90 1,450lockers

90 950land

90 800drop

400rec

2501,280pass

250700rec

4,815kitchen

1,260b'fast

230

230 6,390garage

300 2,945porch

230 5,515Living

230

230 7,005garage

230 2,380entry

250 5,515Living

230

230 7,005garage

230 1,010linen

90 1,280entry

250 5,515living

230

215

730

2,23

150

45,

515

s'do

or37

02,

610

w83

084

0 w1,

710

955

3,04

5w

1,84

0

215

2,86

560

01,

820

100

1,67

510

01,

820

w60

02,

380

9,22

0

600

1,82

0W

100

901,

495

rece

ss

9010

01,

820

W60

0

6,71

5

230

6,255

alfre

sco

230

6,920 2,945 230 1,860 1,795 2,090

3,025store 1

90 1,561 2,559stairs

230 1,010landing

90 1,280passage

250 5,515dining

230

230 7,005garage

230 1,010stairs

90 1,280passage

250 5,515living

230

S/015.01

S/015.01

S/075.01

S/075.01

E/024.01

E/034.01

E/04b#LayID

E/014.01

E/04a4.01

D'turn Conc Beam

S D/W

Reduced Frame

Gas Point

Balustradingto BCA Req's

VB Sk.

TR

VBVB

Bath.

Shr.

Shv's

W/O

190w Screen Wall onTop of RetainingTOW @ 20c.

Timbe

r Gate

Sub Board.

Tap.

Tap.

Tap.

Tap.

Feature Stone Cladding

FR Rec

Shv's

S&RS&RS&RShv'sShv's

Shv's

Shv's

UPUP

Linen

Linen

C'brd

2m Wall

Store

(Top

@ -2

c AFL

)

Rece

ssed

Sills

Step

UP

Line of Upper Floor Over

T2 Lintel Over

SC12

SC13

SC9 *

SC7 SC7

SC7

SC6SC8

PWPPWP

SC11 Over

SC11 Over

2x UA Lintel Over

LINCH

Lockers

RW4

RW

4

RW5

Cavit

y Fill

Reta

ining

Belo

w

RW5

RW

5

RW

3

RW

4

RW4

RW

?

RW?

RW2 Alt

RW

2 Al

tR

W2

Alt

T3 L

inte

l @-2

c w

Lug

s

RW1

RW1

RW

1

RW1

SC9 *

RW

5

DSOver

RW

1

SC7S

EA L

inte

l Ove

r

Niche

Shv's

Shv's

SC16SC18

PWP SC17

SC14SC15

SC15SC14

120 T

P2

120 T

P2

120 T

P2

120 T

P2

120 T

P2

120 T

P2

120 T

P2

120 T

P2

120 T

P1

1. 100mm thick granolithic concretewith F63 mesh.

2. Acrylic rendered Int walls.3. Skim coat over.

FGL=41.328

FGL=41.578

FGL=42.807

Porch.

Garage.

Store 1

Living.

Dining. Alfresco.

Kitchen.

WIP.P'dr.

Games.Bed 2Bed 3Bed 4

G'dn Store

Bath.

L'dry

Verandah.

Drop Off

Poured Agg. Conc.

W36Over

W37Over

Robe RobeRobe

F.C. Lining

Entry

F.C. Lining

Driveway

Dry Court

B'fa

st N

ook

Fireplace

F.C. Lining

Scotched Rafters Over

Scotched Rafters Over

A/C A/C

CH

Area Calculations

0 Ground Floor

1 First Floor

Name


First Floor

Area

30.766.74.8

238.828.3

369.3 m²

136.8136.8 m²506.1 m²

Perimeter

23,279.434,220.08,880.0

79,750.035,350.6

181,480.0 mm

66,634.966,634.9 mm

248,114.9 mm

COMPLIANCE NOTESArtificial Lighting | To comply with NCC Vol. 2 Part 3.12.5.5

Fall Prevention | Bedroom windows - where floor is 2m more thansurface beneath unless opening sash is greater than 1700mm AFLopening must be permanently restricted to 125mm or fitted with a non-removable robust screen.All other windows - where the fall height is 4m or greater must have atransom above 865mm and a sill height less than 150mm - No restriction isrequired to opening.Refer to NCC 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 (Nom. 280 Going x 172 Riser).

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

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.

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

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

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

S

LEGEND

Wall mounted cold water hose tap

Water supply for fridge

Gas bayonet point

Exhaust fan - flumed to external air and not into the roof space.

Smoke Alarm - Hard Wired, Interlinked and to AS 3786-2014

Ground Floor Scale: 1:100

Rev N

o.Jo

b No.


Client:

Client:

Builder:

Dwn.

BAL R

ating

.Dw

n No :

Plot Date:

Ground Floor

2.03© C

opyr

ight 5016



S.McChesney

27/05/2020 at 2:28 PM



N/A.



Status:



Area Calculations

0 Ground Floor

1 First Floor

Name


First Floor

Area

30.766.74.8

238.828.3

369.3 m²

136.8136.8 m²506.1 m²

Perimeter

23,279.434,220.08,880.0

79,750.035,350.6

181,480.0 mm

66,634.966,634.9 mm

248,114.9 mm













28x1685 A 28x1685 A

18x1685 A

21x1

525 A

21x2065 A 11x640 A

21x1

415 F

8x6

40 A

18x1

055 A

18x2155 A 18x1685 A

820L

x 234

0

820L

x 234

082

0Lx 2

340

1440

x 23

40 B

'k Op

ening

(150

0 x 24

00)

2 x 72

0 x 23

40 B

'k Op

ening

(148

4 x 24

00)

820Lx 2340

820Rx 2340

8x2

415 A

21x2870 A

1400

x480

18x2

155 A

18x1

055 A

W19 W20

W21

W24

W26 W25

W27

W28

W29

W32W35

CS03

CS02

W22

W23

W31

W30

DPDP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

Fw

Fw

3456789101112131415161718

FFL = 36cRL = 47.186

CL = 68c = 32c afl

CL = 68c

CL = 68cCL = 68c

CL = 68c

S

S

MH

MH

4.5m CONE OF VISION

CL = 68c

CL = 68c

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

S/035.02

S/035.02

S/025.01

S/025.01

S/045.03

S/045.03

S/055.03

S/055.03

S/065.04

S/065.04

515

14,6

382,

415

W1,

078

230

515

18,1

3023

018

,875

1,545 1,685W

460 1,685W

1,545 903 1,685W

588

6,920 3,17510,095

6,06

023

02,

090

W1,

213

1,05

5W

4266

0421,

055

W

238

410 64

0W

1,87

01,

580

W1,

690

6,06

023

04,

400

660

1,33

54,

500

1,69

0

18,8

75

620 955 2,230W

305 640W

845 3,035W

1,465

1,575 4,020 4,500

10,095

4,310Awning

1,000

Awnin

g

515

230

2,43

5la

ndin

g5,

155

stai

rs90

1,67

0w

il90

3,80

0w

ir90

4,57

0be

d 1

230

230

9,05

2pa

ssag

e / b

ed 1

909,

273

retre

at /

pass

age

262

4,020 230 4,040bed 1

230

230 2,000ensuite

90 1,680shr

250 4,040bed 1

230

230 3,770ensuite

250 4,040 230

230 1,650wc

90 2,030duct

250 1,200passage

250 2,590wir

230

230 3,000study

90 3,370retreat

262 3,143

230 3,000study

90 4,055retreat

90 2,400landing

230

230 1,550passage

90 1,100stairs

1,300Void

230

230

5,83

0st

udy

230

6,39

523

01,

000

wc

903,

180

ensu

ite1,

690

230

5,83

0re

treat

230

6,39

523

035

0du

ct90

2,15

0en

suite

190

1,26

0sh

r23

01,

690

744

1,29

3

3,14

5

RWH.

Balustradingto BCA Req's

Skylight

ShrBath

VB VB

Dn.

Extent of susp slab.



PrivacyScreen

35° 45' 14"

35° 4

5' 14

"

9° 40' 4"

35° 45' 14" 35° 45' 14"

5° 0' 0"

5° 0'

0"

35° 4

5' 0"

Hardies 'Linea'Weatherboard

Cladding.

Hardies 'Linea'Weatherboard

Cladding.

2m Wall

14° 0' 0"

14° 0' 0"14° 0' 0"

35° 4

5' 14

"

Barge & CappingTo Gable End

Barge & Capping

Tiled StepTiledNiche

17c high tiled wall.

Barge & Capping

Timber FramedAwning Over

(refer to eng's detail)

Capping to Parapet Brickwork


Barge & Capping

Gas Cowl

35° 45' 14"


Barge & Capping To Gable End

300x

63 E

-Bea

m

200x

63 E-

Beam

200x63 E-Beam

240x63 E-Beam

190x45 MGP10 190x

45 M

GP10

190x

45 M

GP10

SkylightOver

138x42Wall Plates


Angled HiLite Windowsin Gable End

Box G

utter

450w

x 15

0 dee

p.

285w x 150 deep.

Study. Retreat.

WIL

WIR

Bed 1

Ens

Boundary.

Boun

dary

.

Boundary.

Boundary.

Box G

utter

660w

x 15

0d

Robe FitoutAllowance

EntryVoid.

Box Gutter

3x DPBelow

S/015.01

S/015.01

S/075.01

S/075.01

E/024.01

E/034.01

E/04b#LayID

E/014.01

E/04a4.01

A/C A/C

CH

NORTH

Barge & Capping

Metal Roof

Metal Roof Awning Below

Shv'sMetal Roof

18.224

18.224

46.765 46.45

32.722

27.888

9.441

50.741

25.258

8.806

7.142

98.669m3

43.779

10.629

42.692

29.664

29.664

SC3

SC4

SC5

SC1SC1

SC1

PWP

PWP

PWP

SC5

SC3

SC3

170 x

35 R

after

s@

600 c

/c17

0 x 35

Raft

ers

@ 60

0 c/c

170 x 35 Rafters@ 600 c/c





TS1TS1

TS1

Linen chute1000mm afl.

PWP

PWP

PWP

A/C

First Floor Scale: 1:100

Rev N

o.Jo

b No.


Client:

Client:

Builder:

Dwn.

BAL R

ating

.Dw

n No :

Plot Date:

First Floor

2.04© C

opyr

ight 5016



S.McChesney

27/05/2020 at 2:28 PM



N/A.



Status:















Area Calculations

0 Ground Floor

1 First Floor

Name


First Floor

Area

30.766.74.8

238.828.3

369.3 m²

136.8136.8 m²506.1 m²

Perimeter

23,279.434,220.08,880.0

79,750.035,350.6

181,480.0 mm

66,634.966,634.9 mm

248,114.9 mm

DP DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

S/035.02

S/035.02

S/025.01

S/025.01

S/045.03

S/045.03

S/055.03

S/055.03

S/065.04

S/065.04

Skylight

35° 45' 14"

35° 45' 14"

35° 45' 0"

35° 45' 14"

35° 45' 14"

35° 45' 14"

35° 45' 14"

35° 45' 14"35° 45' 14"

35° 45' 14"

35° 45' 14"

35° 45' 14"

35° 45' 14"



Rainwater Pop Rainwater Pop


Timber FramedAwning Over

(refer to eng's detail)

Boundary.

Boun

dary

.

Boundary.Boundary.

S/015.01

S/015.01

S/075.01

S/075.01

E/024.01

E/034.01

E/04b#LayID

E/014.01

E/04a4.01

NORTH

Barge & CappingBarge & Capping

Metal Roof

Metal Roof Below

5.904

Roof Plan Scale: 1:100

Rev N

o.Jo

b No.


Client:

Client:

Builder:

Dwn.

BAL R

ating

.Dw

n No :

Plot Date:

Roof Plan

2.05© C

opyr

ight 5016



S.McChesney

27/05/2020 at 2:28 PM



N/A.



Status:



30c 28c

0c

10c

46c 46c

36c

-1c

26c 28c

36c

43c

64c

43c

56c

3c

71c

43.843m RL

43.329m RL

62c

28c

-9c

-2c

28c

64c 64c 64c 64c

31c

-3c

-9c

0c -100mm43.843m RL

43.286m RL

42.343m RL42.090m RL

-20c

44.443m RL

-10c -13c

-8c -4c

Ground Floor 44100 (0c)

2,91

4

GF Ceiling 47014 (34c)172 First Floor 47186 (36c)

2,74

3

FF Ceiling 49929 (68c)

W24 W27

W28W29 W30 W31

W18

D03

W01

1650mm High Privacy screen.

Barge & Cappingto Spandrel End

Timber Balustrading

120 Timber Posts

280x30 Barge & Capping to Gable End

Gas Cowl


Stone Clad Pier withParapet Capping

Timber Framed AwningBarge & Capping to End


Box Gutter Beyond

Aircon Unit

Barge & Cappingto Gable End

Metal Roof Awning with Barge & Capping to Spandrel End

M'boxFeature Cladding

Acrylic Rendered Finish

AcrylicRendered

Finish


Feature Cladding

20mm Protruding Colorbond Capping

90x42 Timber Trim

120 Timber Posts

NGL on Boundary

Existing

Metal Roof @ 5° Pitch

Metal Roof @ 35°45'14" Pitch






Cathedral glass.

D03a

Footing@-10c. Step footing refer to engineers.Top of Footing for Garage & Store@-13c.

Hardies 'Linea'Weatherboard Cladding


52.541m RL Ridge Height.

50.050m RL Wall Height

43.890m RL


44.150m RL 4c

6,16

0

5,90

02,

491

52.541m RL

52.129m RL

30c

-1c

28c

39c

12c 10c

28c

71c

64c

31c

43c

53c

43c 46c

64c

36c

28c

10c

28c

10c

28c 28c

64c

-3c0c -100mm

-9c

0c -100mmGround Floor 44100 (0c)

2,91

4


2,74

3


SD02

W11 W14

W23W25

W26 W35

W15 W16 W17


AcrylicRendered

Finish


AC Unit

Barge & Capping


280x30 Barge & Capping to Gable EndSkylight


Box Gutter

Box Gutter

280x30 Barge & Capping toGable End


Box Gutter

Hardies 'Linea' Weatherboard Cladding& 90x42 Timber Trims



Metal Roof @ 35°45'14" PitchMetal Roof @ 14° Pitch



Footing@-2c for the house.Step footing refer to engineers.

-2c-10c

-6c

30c

28c

31c

52.541m RL

50.050m RL

20c

31c

0c

10c

28c

14c

28c

39c

28c

12c

26c 30c

64c

56c

41.943m RL

71c

-100

14c

30c

10c

26c

10c

30c 30c


2,91

4


2,74

3


-28c

-6c

3,22

1

303

303

W10 W12 D02 W13

NGL on Boundary

Acrylic Rendered Finish.

Barge & Capping

Barge & Capping

Hardies 'Linea' Weatherboard Cladding


20mm Protruding Colorbond Moulding Skylight

Window Beyond280x30 Barge & Capping to Gable End

Gas Cowl

120 Timber Posts

Timber Balustrading

Stone Clad Pier with Parapet Capping

Skylight

Box Gutter Beyond20mm Protruding Colorbond Capping

RWH

HWS Aircon UnitW04

Feature Cladding




AcrylicRendered

Finish

AcrylicRendered

Finish

AcrylicRendered

Finish

Metal Roof @ 14° PitchMetal Roof @ 35°45'14" Pitch




297x65 Glulam Beam

W22

white translucent glazing.

90 x 42 timber trim around.

white translucentglazing.

Lower footing for Verandah retaining wall.

Exactly footing height TBC onsite.Footing@-2c for the house.

W06W05

W04b W04c


41.706m RL

-2c

-20c

30c

28c

20c

16c

-12c -13c

30c

36c 36c

64c 64c

46c

64c

71c

-100

52.541m RL Ridge Height.52.129m RL

-9c

42.090m RL

-20c 42.386m RL

43.329m RL

41.957m RL

42.386m RL

43.329m RL

38c

44.443m RL

-20c

-9c

-25c

38c

46c

41.943m RL-28c 41.706m RL

-34c-36c

43.234m RL

43.900m RL

42.090m RL


2,91

4


2,74

3


6,30

0

939

1,010

939

1,010

150x65 Moulding

W19 W20 W21

D01 W03 SD02

V'dah Roof

1,000

249

14° 0' 0"

V'dah Roof

1,000

720

35° 45' 14"

Existing Neighbours Retaining walls.

Letterbox Face Plate

90x42 Timber Trim

90x42 Timber TrimFeature Cladding

Timber Balustrading

Feature Clad Pier with Parapet Capping

Gas Cowl



120 Timber Posts120 Timber Posts 120 Timber Posts 120 Timber Posts


Timber Framed Awningwith Barge & Capping to Ends

Screen Wall

Barge & Capping


Rend Bwk

Rend Bwk

Rend Bwk Planters

Existing Rock RetainingWall To Remain

Rend Bwk

Rend Bwk Planters

Rend Bwk Planters

V'dah Roof

1,000

170

9° 40' 4"

TS1

190x45 MGP10 Beam

TS1 TS1

138x42 Wall Plates

W02

W36 W37

W09






DoubleFrames

DoubleFrames

297x65 Glulam Beam


Top of footing for the house@-2c.

Step footing for Letterbox.

Timber refer to addenda.

Timber refer to addenda.Timber refer to addenda.


Auto Sectional Door



43.750m RL

E/04 South Scale: 1:100

2.03

E/03 West Scale: 1:100

2.03

E/02 North Scale: 1:100

2.03

E/01 East Scale: 1:100

2.03

Note!Bedroom windows - where floor is 2m more than surface beneathunless opening sash is greater than 1700mm AFL opening must bepermanently restricted to 125mm or fitted with a non-removablerobust screen.All other windows - where the fall height is 4m or greater musthave a transom above 865mm and a sill height less than 150mm -No restriction is required to opening.Refer to NCC V2 Part 3.9.2.5.

Proposed Schedule of Material& Finishes

Lot 300, #3 Waite Place, CityBeach

Roof Colorbond Woodland Grey

Gutter Colorbond Woodland Grey

Eaves Fascia Colorbond Surfmist

External Cladding Eco Outdoor Barrimah with cream mortar joint

General Render Dulux Beige Royal Half

Linea Weatherboard Dulux Haast

Window Frames Interpon GA124A White Satin

Garage Colorbond Surfmist

Path/Driveway Holcim Boab Exposed AggregateRe

v No.

Job N

o.


Client:

Client:

Builder:

Dwn.

BAL R

ating

.Dw

n No :

Plot Date:

Elevations

4.01© C

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30c

28c

20c

16c

-12c -13c

30c

36c 36c

64c 64c

46c

64c

71c

-100

52.541m RL Ridge Height.52.129m RL

-9c

42.090m RL

-20c 42.386m RL

43.329m RL

41.957m RL

42.386m RL

43.329m RL

38c

44.443m RL

-20c

-9c

-25c

38c

46c

41.943m RL-28c 41.706m RL

-34c-36c

43.234m RL

43.900m RL

42.090m RL


GF Ceiling 47014 (34c)

First Floor 47186 (36c)


939

1,010

939

1,010

150x65 Moulding

W19 W20 W21

D01 W03 SD02

Existing Neighbours Retaining walls.

Letterbox Face Plate

90x42 Timber Trim

90x42 Timber TrimFeature Cladding

Timber Balustrading


Gas Cowl



120 Timber Posts120 Timber Posts 120 Timber Posts 120 Timber Posts


Timber Framed Awningwith Barge & Capping to Ends

Screen Wall

Barge & Capping


Rend Bwk

Rend Bwk

Rend Bwk Planters

Existing Rock RetainingWall To Remain

Rend Bwk

Rend Bwk Planters

Rend Bwk Planters

TS1

190x45 MGP10 Beam

TS1 TS1

138x42 Wall Plates

W02

W36 W37

W09






DoubleFrames

DoubleFrames

297x65 Glulam Beam


Top of footing for the house@-2c.

Step footing for Letterbox.

Timber refer to addenda.

Timber refer to addenda.Timber refer to addenda.


Auto Sectional Door



E/01 East Scale: 1:100

2.03, 2.04, 2.05

Rev N

o.Jo

b No.


Client:

Client:

Builder:

Dwn.

BAL R

ating

.Dw

n No :

Plot Date:

Streetscape

4.02© C

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Status:



44.000 AHD -1c (-14mm) 0c

34c

36c

68c+PL

0c

34c

36c

68c+PL

30c

0c

34c

36c

68c+PL

-12c

-2c

0c

4c

44.000 AHD -1c (-14mm) 0c

30c

0c

30c

36c

68c+PL

28c


Timber Balustrading to BCA Req's

Reduced Frame

Slab Pen



Gas Cowl

Bed 2

Bed 1 WIR WIL Stairs Landing

Entry PorchL'dryBathPass

AC

Store Under

Store C'brd

DropZone



Ground Ceiling 47014 (34c)

First Ceiling 49964 (68c+ Plate)

28c 28c

10c

71c

64c

43c

31c 28c

10c

64c

21c

2,914

172

2,778




120 Timber Posts

Timber Balustrading

297x65 Glulam Beam





Box Gutter on Pine Board & Battens

0c

30c

43.057 AHD-12c (-14mm)

43.928 AHD -2c (-14mm)43.843 AHD -3c

-12c

34c

36c

68c+PL

34c

36c

68c+PL

0c

64c 64c

23c

36c

-12c

-1c 0c

28c 30c

-2c

68c+PL

-13c

3,943

280x30 Barge & Capping to Gable End280x30 Barge & Capping to Gable End

Concrete Downturn Beam to Eng's Details

T-bar & Columns Over

150x65 Moulding


90x42 Timber Trims


Timber Strut - TS1

Rend Bwk

RendBwk

Timber Framed AwningRefer to Eng's Details





Cavity Fill up to FGL Open Storage Recess

Sectional Garage Door

Feature Cladding

Rendered Brickwork

Bed 4

Garage

GardenStore

Dry Court

Store

StudyEnsuite WC

-17c-21c

-25c-31c

-34c





44.000 AHD -1c (-14mm)

64c

36c

28c

64c 64c

16c

30c 30c 36c

46c

-11c

-4c -4c

-13c

2,914

172

2,778

Frame Out Raking Eave to Suit Barge SizeFrame Out Raking Eave to Suit Barge Size


-13c

-21c-17c

-25c-29c

-33c

-20c

-9c

4c

S/02 Section Scale: 1:50

2.03, 2.04, 2.05


2.03


2.03, 2.04, 2.05

Rev N

o.Jo

b No.


Client:

Client:

Builder:

Dwn.

BAL R

ating

.Dw

n No :

Plot Date:

Section 1,2 ,7

5.01© C

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Status:



43.843 AHD -3c (-14mm) 44.000 AHD

-1c (-14mm)

-12c

34c

36c

68c+PL

0c

68c+PL

34c 32c

SD02

W09




Skylight

Raking Eaves Lining




Raking Eaves Lining

T-bar to Eng's Details

Raking Ceiling on Scotched 170 Rafters

UB to Eng's DetailsFramed Out

UB to Eng's Details



T-bar w Lugs to Eng's Details

TimberBalustrading to

BCA Req'sT-bar to Eng's Details

Hardies 'Linea' Weatherboard Claddingon Stud Framing

Stud Framing

Raking Ceiling on 170 Rafters


Garage

Study

Entry

Void

Dining / Living Alfresco

Retreat

Kitchen Beyond

Store

StorageRecess





64c

78c

64c

26c

30c 31c

28c

0c

28c

34c 30c

2,914

172

2,778


2.03

Rev N

o.Jo

b No.


Client:

Client:

Builder:

Dwn.

BAL R

ating

.Dw

n No :

Plot Date:

Section 3

5.02© C

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Status:



43.843 AHD -3c (-14mm) 44.000 AHD

-1c (-14mm)

34c

36c

68c+PL

0c

36c

68c+PL

0c

30c

36c

-1c

32c

0c

28c

32c

64c 64c


Beam to Eng's DetailsT-bar to Eng's Details

Beam to Eng's Details


Hardies 'Linea' Weatherboard Claddingwith Timber Trims



Dry Court Laundry Pass Kitchen B'fast Nook

Pass WIL

Skylight





34c


Ground Ceiling 47049 (34c+ Plate)

2,914

172

2,778

2,949

Skylight




43.843 AHD -3c (-14mm) 44.000 AHD

-1c (-14mm)

34c

36c

68c+PL

0c

30c

34c

36c

68c+PL

0c

30c

0c

64c

34c+PL

64c

30c

-2c






Beam to Eng's Details (Sitting on Slab Beyond)

28c Bulkhead

Plumbind Duct For DP's

GardenStore

WC Duct / Void

Bath Pass WIPPdrC'brd

Pass WIR





34c+PL 34c+PL



31c 28c

36c

2,914

172

2,778

2,949


Barge & Capping


2.03, 2.04, 2.05


2.03, 2.04, 2.05

Rev N

o.Jo

b No.


Client:

Client:

Builder:

Dwn.

BAL R

ating

.Dw

n No :

Plot Date:

Sections 4 & 5

5.03© C

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N/A.



Status:



43.843 AHD -3c (-14mm) 44.000 AHD

-1c (-14mm)

-12c

34c

36c

68c+PL

0c

68c+PL

34c

0c

36c


90x42 Timber Trims





297x65 Glulam Beam


Rendered Brickwork

Raking Ceiling on Scotched 170 Rafters

Solid Bricks to Cranked UB Connection BeyondRefer to Eng's Detail

UB to Eng's Details



Conc Downturn Beam



Garage

Study

Entry

Landing

Dining / Living V'dah

Retreat

Kitchen Beyond







28c 28c 30c 30c

64c 64c

34c 34c

2,914

172

2,778

2,949


Raking Ceiling Lining


2.03, 2.04, 2.05

Rev N

o.Jo

b No.


Client:

Client:

Builder:

Dwn.

BAL R

ating

.Dw

n No :

Plot Date:

Section 6

5.04© C

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N/A.



Status:



Rev B - cambridge.wa.gov.au...Colorbond (Good Cond.) Brick Pillar & Timber Patio Over Brick Below...

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Transcript of Rev B - cambridge.wa.gov.au...Colorbond (Good Cond.) Brick Pillar & Timber Patio Over Brick Below...