standard update = 150410 dd · '1' contract ap sp 13.11.18 '2' drafting amend....

'1 ' CONTRACT AP SP 13.11.18'2 ' DRAFTING AMEND. (T.BROAD) SP SP 19.11.18'3 ' '4' '5' '6 ''7''8''9'

SITE ADDRESS:

THIS IS ONE OF THE DRAWINGSREFERRED TO IN THE CONTRACT :

OWNER ................................DATE...............................

OWNER ...............................DATE................................

BUILDER ...............................DATE................................

BUILDERS REGISTRATION N° 1204916 FROBISHER STREET,OSBORNE PARK WA 6017Phone (08) 9208 1111 Fax (08) 9208 1122

Copyright 2006

DATE: 19/11/2018SCALE: 1:200

JOB N°:REVISION N°:

VARIATIONS:

02

© SALES: DRAWN:W. PAULL AP

SHEET N°: of 13

1808018M

EXISTING SITE

2

REV: DESCRIPTION: CHK: DATE: AXELSEN

LOT 238 #11 ILBERY STREETQUINNS ROCKS WA 6030

CLIENT: THE ANSWER PROMO

STANDARD UPDATE = 150410 DD

INT:

0.000 mLOT MISCLOSE

OLDAREA

Scale 1:200

0 2 4 6 8

SOIL DESCRIPTIONSand / L/Stone(Poss)Light Grass Cover

442104 06 Nov 18C.

Weightman

Builder : Redink HomesCLIENT : AxelsenLOT 238 #11 Ilbery Street, Quinns Rocks

Plan73971:200cJ/N: DATE: DRAWN:SCALE:

Licensed Surveyors

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

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

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 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.

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

LEG

END

T C

TP10.00TWTRTF

[[[[

10.0010.0010.00

]]]]

Top Pillar/PostTop WallTop RetainingTop Fence

W Water Conn.

LOT AREA: 908.08m²

50.1

7

90 °0 '0 "

18.1

90°0'0 "

50.1

7

90 °0 '0 "

18.1

90°0'

0"

9 .09

9.189.088.06

8.17

8 .3 4

8 .74

8.8

8

9.27

9.78

10 .8 7

9 .9 0

10

.51

10.11

10

.49

1 0 .3 71 0 .3 7

9 .2 7 10

.55

9 .9 0 9.8

6

1 0 .5 4

10

.24

10

.5111 .0 3

11 .2 71 0 .4 2

11 .7 0

11

.18

1 2 .0 1

11

.77

12.57 12

.41

12

.78

12

.48

12.81

11.43

1 2 .21

1 3 .08

15.0413

.44

13

.46

1 3 .73

1 3 .74

13

.59

13

.45

13

.53 13.70

13

.62

1 3 .2 2

13

.43

14.18

14.92

14.73

13

.39

14.18

1 3 .1 8 1 3 .1 8

14

.20

13.1513.2713.42

1 3 .2 8

1 2 .5 8

11 .9 9

13.27

13

.43

12.86

12.3712.69

12.48

12

.22

11

.95

11.3112.68

12.32

1 2 .1 0

12

.22

12

.68

11.58

12

.06

12.69

11.43

13 .10

12.42

12.50

12

.18

13.43

12.68

11

.92

12

.40

12

.73

13.01

14

.20

14.20

13.42

13

.10

13

.65

14.17

13

.62

13.2513.21

14.01

13

.59

13.31

14

.03 1 4 .2

1

1 4 .35

1 4 .59

1 5 .65

1 5 .82

1 5 .38

1 4 .56

1 4 .41

1 4 .41

1 4 .20

1 4 .19

1 4 .21

1 4 .17

1 4 .46

1 4 .42

1 4 .38

1 2 .88

1 2 .07

11.02

11.02

1 0 .60

10.09

14 .65

Ref Nail At Base Of KerbAssumed Datum 10.00 m

Pow

er P

ole

Opp

.

>>>>>>

Ilbery StreetBitumen

Mountable

WS

E

N

NOTE/BEWARE:ADVISE TRADESO/Head power lines

Pow

er P

ole

Opp

.

>>>>>>

Cons

umer

Ove

rhea

d Po

wer C

able

T

TR[

]

(top&gl)

(top&gl)

(top&gl)

(top&gl)

TF[ ] (top&

gl)

TR[ ]

(top&

gl)

TF[ ]

(top&gl)

(top&gl)

TR[]

(top&gl)

TF[ ]

14.99TF[ ]

TR[ ]

TF[ ]

TR[ ]TR[ ]

(top&gl)

TR[]

TF[ ]

TR[](top&gl)

TR[]

13

.43

TR[]

13

.43

TR[]

TR[ ]

TR[ ]

TR[]

TF[]

TF[ ]

10.67

TF[]

TR[]

10.17 TF[]

10.11

10

.21

TR[ ]

TR[ ]

TR[ ]

TR[ ]

TR[ ]

TR[ ]

Brick & Tile-Clear

Galv. & Galv.-Clear

Galv.Shed

PEGGONE

PEGGONE

PEGGONE

PEGGONE

Sewer M/S(10.25) Bitumen

Crossover

Con

cret

e D

rivew

ay

SandPiles

L'stoneRet Walls

L'stoneRet Wall

L'stoneRet Wall

Step

Step

Step

Step

Step

Fibro Fence(Poor Cond.)

Fibro Fence(Fair Cond.)

Brick & TileOn Slab

#9

Shad

e H

ouse

Galv. PatioApprox. F/L

13.39

RockRet Walls

Rubble

SandPile

L'stone Ret WallL'stone Ret Wall

L'stone Ret Wall L'stone Ret Wall

L'stone Ret Wall

L'stone Block & Rock Tiered Wall Base

L'stone Block & RockTiered Wall Base



PorchUMR

Brick & FibroGarage. Approx.

F/L 14.29

Balcony

Firs

t Flo

or

2-Storey Fibro& Fibro On

Brick/Stumps

#13

8.5

9.0

8.5

9.5

10.0

10.5

11.0

11.0

10.5

11.5

12.0

12.513.0

14.5

15.0 15

.5

14.0

13.5

14.0

14.0

14.5

13.5

13.5

12.0

12.5

13.0

13.5

13.012.5

11.512.0

Sewer JunctionIn: 6.4Inv: 7.4 Depth: 3.0NOTE: UP

BEWARE:Deep sewer junction.Check With Water CorpBUILDER and PLUMBERcheck GRADE.

OceanViews

(top&gl)

13

.44

13

.39

14.29


SITE ADDRESS:


OWNER ................................DATE...............................

OWNER ...............................DATE................................

BUILDER ...............................DATE................................


Copyright 2006

DATE: 19/11/2018SCALE: 1:100


VARIATIONS:

06


SHEET N°: of 13

1808018M

GARAGE FLOOR PLAN

2





INT:

REMOTE CONTROLSECTIONAL DOOR

820

MF

D.P D.P

1,700

25,79

08,4

2017

,370

190

7,930

300

17,37

0

190

1,000

910

290

910

290

1,110

290

1,310

290

1,230

300 30

017

,370

3,770

930

3,720

17,37

0

25,79

08,4

201,5

8010

,490

5,300

190

7,930

300

1,580

10,49

05,3

00

12,9905,000 2,000 5,990

5,000 390 1,610 90 5,810 90

5,000 390 1,610 490 5,010 490

12,9905,400 7,590

100

100 200

RETAININGWALLS

BY OWNER

STAIRS BYOWNER

12345678910111213141516

DN

DOUBLE GARAGE

2nd FACE BRICKWORK INTERNAL

-5c CL (30c AFL)GRANO @ -35c

STORE

T-BAR @ -8c(27c AFL)

HOUS

E OV

ERAL

L

GARA

GE O

VERA

LL

GARA

GE IN

TERN

AL

GARAGE OVERALL

HOUSE OVERALL

GARA

GE O

VERA

LL

GARA

GE IN

TERN

AL

GARAGE INTERNAL

GARAGE OPENING

STAIRS

STAIRSRET. WALL

RET. WALL

HOUSE OVERALLENERGY EFFICIENCY

COMPLIANCE:* R 4.0 CEILING INSULATION

* SELF SEALING EXHAUST FANS* THERMAL BREAK TO BE LOCATED

VERTICALLY BETWEEN THE GARAGESLAB AND THE INTERNAL BRICKWORK.

NOTES:EXTERNAL WALLS CONSISTS OF 230mmWIDE CAVITY BRICK CONST., UNLESS NOTEDOTHERWISE. 90mm EXTERNAL LEAF & 90mmINTERNAL LEAF.

DOWNPIPES & FLOOR WASTES POSITIONEDAT PLUMBERS DISCRETION. FINAL POSITIONMAY VARY TO PLAN.

CEILING INSULATION TO HOUSE & GARAGETO BCA REQUIREMENTS AS PER ADDENDA.

30c CEILINGS UNLESS OTHERWISE NOTED.

FLASHING NOTE:ALL CAVITY CLOSERS AND STRUCTURALCOLUMNS TO BE FLASHED WITH ALCORE

FLASHING AS PER A.S.

COMBM/BOX

SOLAR PVINVERTER

17

BRICK BUILD UPTOP @ -26c (9c AFL)

HOUS

E OV

ERAL

L

LINTEL @ -6c(29c AFL)

LINTEL @ -6c(29c AFL)

S1

S1

D7

1

4

3

2

190

1,000

930

6,000

300

1,580

10,49

05,3

00

PANEL & POSTRETAININGBY OWNER

STEPPEDCAVITY

RETAININGBY BUILDER

EXTENT OF GROUND FLOOR ABOVESHOWN DASHED

BRICKLAYER NOTE:EXTERNAL BRICKS TO BE290 X 162 X 90 (1st externalcourse to be 2 course bricks

laid in THIRD BOND)

ENGINEERS NOTE:ALL ENGINEERS NOTATIONS, BEAM

LAYOUTS & STRUCTURAL COLUMNS AS PERENGINEERS DRAWINGS.

120w CONCRETEFILLED CAVITY

RETAINING BRICK WALL

STAIR INFO:RISER HEIGHT = 172mm

GOING = 250mm

SITE CLASSIFICATION : AFOOTING DETAIL : D10VWIND CATEGORY : N2COASTAL CONDITIONS : CAT 1

AREASNameALFRESCO

GARAGE

HOUSE

PORTICO

STORE

VERANDAH

Area28.620

42.682

243.392

2.600

7.754

10.000

335.048 m2

Perimeter21.400

26.231

77.560

6.600

14.569

14.000


SITE ADDRESS:


OWNER ................................DATE...............................

OWNER ...............................DATE................................

BUILDER ...............................DATE................................


Copyright 2006

DATE: 19/11/2018SCALE: 1:200


VARIATIONS:

03


SHEET N°: of 13

1808018M

SITE PLAN

2





INT:

D.P

D.P

D.P

D.P D.P

D.P

D.P

D.P

D.P D.P

D.PD.P

TOR @ 14.850

TOR @ 14.850

TOR @ 14.460

TOR @ 14.400

TOR @ 14.400TOR @ 14.460

TOR @ 14.460

TOR @ 13.650

TOR @ 13.050

TOR @ 12.450

TOR @ 14.460

TOR @ 14.460

TOR @ 14.460TO

R @

14.46

0

TOR @ 14.460

TOR @ 14.460

PORTICOPAVING @ -1c

VERANDAHPAVING @ -1c

1,700

28,87

7

3,410 12,990 1,700

6,000

25,79

018

,380

3,410 12,990 1,700

6,000

25,79

018

,380

6,000

1,700

1,700

8,810

3,410

8,410

8,539

8,547

24,633

UNDERCROFTGARAGEFFL 11.485

GRANO @ -35c

PAVEDDRIVEWAY

1500 x 1500SOAKWELL

1500 x 1200SOAKWELL

ALFRESCOPAVED @ -1c

PAVED CROSSOVER TO COUNCIL

REQUIREMENTSBY BUILDER

PROPOSEDRESIDENCE

FFL 14.485SPL 14.400

1m WIDEPAVED PATH

90mm PVC PIPEUNDER DRIVEWAY

PLUMB& ELEC

PRELAYSDW T

AP

F.G.L. 14.400

F.G.L. 14.400

F.G.

L. 14

.400

F.G.

L. 14

.400

F.G.

L. 11

.485

PROPOSEDPANEL & POSTRETAININGWALL BYOWNER

PROPOSEDSTEPPED CAVITYRETAINING WALLSBY BUILDER

PROPOSEDRETAINING WALLS

BY OWNER

STAIRS BYOWNER

DN1234567891011121314151617

PROPOSEDCAVITYRETAINING WALLBY BUILDER

SETBACK

SETB

ACK

SETBACK


STANDARD BCA NOTE:- DWELLING TO BE CONSTRUCTEDIN ACCORDANCE WITH BCA & A.S.

- SMOKE ALARMSINTERCONNECTED & HARWIRED

AS PER AS3786-2014.

- STORMWATER AND SURFACEWATER DRAINAGE TO COMPLY

WITH CLAUSE 3.1.2.1 BCA VOL 2,3.1.2.5 BCA VOL 2 AND LOCALAUTHORITY REQUIREMENTS.

TANK VOLUME.DIAM DEPTH VOL1800 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

DRAINAGE NOTES:1. Volumes are in cubic metres &Areas in square meters.2. Volume to be stored basedon 0.0122 of m2 of impervioussurface.3. Down pipes to be located soeach tank fills at same rate (i.e..Roof Area to each tank isproportional to its Volume).4. Plumber to confirm Run Layout& location of soak wells. Drawingsare indicative only.

DRAINAGE CALCULATIONS.Impervious Area (Roof)Area A.(Roof Area) = 323.39m2.Volume to Store = 3.95m3.

Impervious Area (Paving)Area B.(Driveway & Path) = 30.49m2

Volume to Store = 0.37m3.(Storm-water grate to soakwell).Run to existing Soakwells

TOTAL VOLUME TO DRAINAREA A + AREA B = 4.32m3.

NUMBER TANKS REQ'D =(TAKEN FROM TABLE)1x1500 x 1200 = 2.12m3

1x1500 x 1500 = 2.65m3

TWO TANKS REQUIRED

TOTAL TANK VOLUME =4.77m3.

PRELAY NOTE:PLUMBING & ELECTRICAL PRELAYSREQUIRED FOR ISLAND CUPBOARD

REFER TO FLOOR PLAN

STORMWATER NOTE:STORMWATER DISPOSAL VIASOAKWELLS BY BUILDER TO

COUNCIL REQUIREMENTS

TERMITE TREATMENT NOTE:TERMITE TREATMENT WILL BE IN

ACCORDANCE WITH THE NATIONALCONSTRUCTION CODE 2016 PART

3.1.3, PART 2.1.1 & PART 1.0.7USING THE TERMICO TERMITE

MANAGEMENT SYSTEM.

SETBACK

TBA

COMBM/BOX

SOLAR PVINVERTER

5kW PV PANELSLOCATION TBC

0.000 mLOT MISCLOSE

OLDAREA

Scale 1:200

0 2 4 6 8

SOIL DESCRIPTIONSand / L/Stone(Poss)Light Grass Cover

442104 06 Nov 18C.

Weightman

Builder : Redink HomesCLIENT : AxelsenLOT 238 #11 Ilbery Street, Quinns Rocks

Plan73971:200cJ/N: DATE: DRAWN:SCALE:

Licensed Surveyors

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

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

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 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.

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

LEG

END

T C

TP10.00TWTRTF

[[[[

10.0010.0010.00

]]]]

Top Pillar/PostTop WallTop RetainingTop Fence

W Water Conn.

SETBACK

SETBACK

SETBACK

SETB

ACK

TO R

ETAI

NING

SETB

ACK

TO R

ETAI

NING

LOT AREA: 908.08m²

450H

450H

1960H

2915H

2915H1680H

1020H

2165H

1565H

965H

ADDITIONAL LIMESTONERETAINING TO TOP OF EXISTING

LIMESTONE RETAINING WALLBY OWNER

810H

1030H



1070H10

30H

1070H

870H

PROPOSED LIMESTONERETAINING WALL

BY OWNER


BY OWNER

REVERSE CYCLEA/C UNIT

1000L x 500W x 50HCONCRETE SLAB

50.1

7

90 °0 '0 "

18.1

90°0'0 "

50.1

7

90 °0 '0 "

18.1

90°0'

0"

9 .09

9.189.088.06

8.17

8 .3 4

8 .74

8.8

8

9.27

9.78

10 .8 7

9 .9 0

10

.51

10.11

10

.49

1 0 .3 71 0 .3 7

9 .2 7 10

.55

9 .9 0 9.8

6

1 0 .5 4

10

.24

10

.5111 .0 3

11 .2 71 0 .4 2

11 .7 0

11

.18

1 2 .0 1

11

.77

12.57 12

.41

12

.78

12

.48

12.81

11.43

1 2 .21

1 3 .08

15.0413

.44

13

.46

1 3 .73

1 3 .74

13

.59

13

.45

13

.53 13.70

13

.62

1 3 .2 2

13

.43

14.18

14.92

14.73

13

.39

14.18

1 3 .1 8 1 3 .1 8

14

.20

13.1513.2713.42

1 3 .2 8

1 2 .5 8

11 .9 9

13.27

13

.43

12.86

12.3712.69

12.48

12

.22

11

.95

11.3112.68

12.32

1 2 .1 0

12

.22

12

.68

11.58

12

.06

12.69

11.43

13 .10

12.42

12.50

12

.18

13.43

12.68

11

.92

12

.40

12

.73

13.01

14

.20

14.20

13.42

13

.10

13

.65

14.17

13

.62

13.2513.21

14.01

13

.59

13.31

14

.03 1 4 .2

1

1 4 .35

1 4 .59

1 5 .65

1 5 .82

1 5 .38

1 4 .56

1 4 .41

1 4 .41

1 4 .20

1 4 .19

1 4 .21

1 4 .17

1 4 .46

1 4 .42

1 4 .38

1 2 .88

1 2 .07

11.02

11.02

1 0 .60

10.09

14 .65

Ref Nail At Base Of KerbAssumed Datum 10.00 m

Pow

er P

ole

Opp

.

>>>>>>

Ilbery StreetBitumen

Mountable

WS

E

N

NOTE/BEWARE:ADVISE TRADESO/Head power lines

Pow

er P

ole

Opp

.

>>>>>>

Cons

umer

Ove

rhea

d Po

wer C

able

T

TR[

]

(top&gl)

(top&gl)

(top&gl)

(top&gl)

TF[ ] (top&

gl)

TR[ ]

(top&

gl)

TF[ ]

(top&gl)

(top&gl)

TR[]

(top&gl)

TF[ ]

14.99TF[ ]

TR[ ]

TF[ ]

TR[ ]TR[ ]

(top&gl)

TR[]

TF[ ]

TR[](top&gl)

TR[]

13

.43

TR[]

13

.43

TR[]

TR[ ]

TR[ ]

TR[]

TF[]

TF[ ]

10.67

TF[]

TR[]

10.17 TF[]

10.11

10

.21

TR[ ]

TR[ ]

TR[ ]

TR[ ]

TR[ ]

TR[ ]

Brick & Tile-Clear

Galv. & Galv.-Clear

Galv.Shed

PEGGONE

PEGGONE

PEGGONE

PEGGONE

Sewer M/S(10.25) Bitumen

Crossover

Con

cret

e D

rivew

ay

SandPiles

L'stoneRet Walls

L'stoneRet Wall

L'stoneRet Wall

Step

Step

Step

Step

Step

Fibro Fence(Poor Cond.)

Fibro Fence(Fair Cond.)

Brick & TileOn Slab

#9

Shad

e H

ouse

Galv. PatioApprox. F/L

13.39

RockRet Walls

Rubble

SandPile

L'stone Ret WallL'stone Ret Wall

L'stone Ret Wall L'stone Ret Wall

L'stone Ret Wall

L'stone Block & Rock Tiered Wall Base




PorchUMR

Brick & FibroGarage. Approx.

F/L 14.29

Balcony

Firs

t Flo

or

2-Storey Fibro& Fibro On

Brick/Stumps

#13

8.5

9.0

8.5

9.5

10.0

10.5

11.0

11.0

10.5

11.5

12.0

12.513.0

14.5

15.0 15

.5

14.0

13.5

14.0

14.0

14.5

13.5

13.5

12.0

12.5

13.0

13.5

13.012.5

11.512.0

Sewer JunctionIn: 6.4Inv: 7.4 Depth: 3.0NOTE: UP

BEWARE:Deep sewer junction.Check With Water CorpBUILDER and PLUMBERcheck GRADE.

OceanViews

(top&gl)

13

.44

13

.39

14.29

SETOUT POINT SETOUT POINT

SETOUT POINTSETOUT POINT

GASINSTANT

HWU

15,868Ref:

'1' CONTRACT

AP SP

13.11.18'2'

DRAFTING AMEND. (T.BROAD) SP

SP 19.11.18

'3' '4' '5'

'6''7''8''9'

SITE ADDRESS:

THIS IS ONE OF THE DRAWINGS

REFERRED TO IN THE CONTRACT :

OWNER ................................DATE...............................

OWNER ...............................DATE................................

BUILDER ...............................DATE................................

BUILDERS REGISTRATION N° 1204916 FROBISHER STREET,OSBORNE PARK W

A 6017Phone (08) 9208 1111 Fax (08) 9208 1122

Copyright 2006

DATE: 19/11/2018SCALE: 1:100


VARIATIONS:

05

©SALES:

DRAWN:

W. PAULL

AP

SHEET N°: of

13

1808018M

GR

OU

ND

FLOO

R PLA

N

2

REV:DESCRIPTION:

CHK:DATE:

AXELSEN

LOT 238 #11 ILB

ERY STR

EETQ

UIN

NS R

OC

KS

WA

6030

CLIENT:TH

E AN

SWER

PRO

MO


INT:

25x3210 SD

25x3210 SD

16x

1210

OBS

12x

610

FO

BS 2

5x18

10 S

D 1

6x23

10 A

16x

1810

A

16x3410 A

16x

3410

A

1200TF

GLAZED

16x

2210

A

820

SD S

OFF

ITC

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NG

OVE

R

820

2057

x115

0D

HO

SD S

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ITC

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NG

OVE

R

720

720

820

SD SOFFITCEILING OVER

SD SOFFIT CEILING OVER

2x8

2018

0° H

ING

ES1s

t82

0

720

16x

1210

OBS

25x

3210

SD

16x

2310

A

16x1810 A 16x1810 A

2057

x130

0D

HO

SHR

WM

SHR

FR

PTYPTY

DW

MW

SD

SD

D.P

D.P

D.P

D.P D.P

D.P

D.P

D.P

D.P

MH

V

CL

D.P

D.PD.P

S1

S1

D7

1

4

12,9905,400 7,590

5,400 230 3,040 90 800 3,200 230

390 5,010 230 3,240 800 90 3,000 230

5,400 230 3,040 90 910 90 3,000 230

5,400 230 3,040 90 2,100 90 1,810 230

230 8,440 90 1,000 90 2,910 230

230 8,440 90 4,000 230

230 8,440 90 1,510 90 2,400 230

1,190 3,210 1,000 890 1,810 2,190 1,810 890

12,9905,000 2,000 5,990

5,000 390 1,610 230 5,530 230

5,000 390 1,610 230 4,040 190 1,300 230

4,500 500 190 1,810 230 1,030 90 4,410 230

5,000 230 1,910 90 1,03090

1,000 90 3,320 230

390 4,610 230 1,910 90 5,530 230

230 4,910 90 1,910 90 5,530 230

230 5,820 90 2,120 90 1,820 90 2,500 230

230 8,030 90 4,410 230

990 3,210 800 550 1,260 190 590 3,410 1,990

25,79

025

,790

230

1,000

2,980

1,000

902,9

3090

4,000

902,0

6073

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3,000

902,0

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0

230

4,980

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9070

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9060

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4,980

901,1

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1,690

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9072

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7090

4,110

901,4

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1,450

230

6,190

1,210

1,790

2,310

990

1,810

1,590

1,810

1,090

1,210

690

610

4,490

230

8,000

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700

1,300

906,9

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4,000

230

25,79

06,5

003,5

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,490

5,300

5,200

1,300

1,500

2,000

230

10,03

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05,3

00

5,200

800

500

1,500

390

1,610

230

10,03

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0

950

4,250

390

910

230

14,74

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4,000

230

1,200

4,000

1,300

230

5,590

9070

08,3

6090

4,000

230

590

3,410

2,500

690

2,210

600

790

2,310

690

3,210

3,490

5,300

1,120

2,000

1,210

910 90 1,910

700

1,700

2,805

240 610240

3

2

28c CLPAVED @ -1c

ALFRESCO

LAUNDRYTILED

BATHTILED

TILED

BATH

LVL

T-BAR @ 25c

TOP OF PIERFOOTING @ -3c


TRIM OUTS CEILINGFRAMING 500x500FOR R/HOODS

PLUMB& ELEC

PRELAYS

DW T

APR/HOODGAS HP2x UBO

28c CLPAVING @ -1c

VERANDAH

28c CLPAVING @ -1cPORTICO

LVL

KITCHEN31c CL

TILED

LIVING31c CL

TILED

DINING31c CL

IT NOOK

ROBE

ROBE

ROBE

TILED

ENTRY31c CL

FREE

STAN

DING

BATH

BY

OWNE

R

THEATRECARPET

BED 2CARPET

BED 3CARPET

BED 4CARPET

SCULLERYTILED

WCTILED

MASTER SUITECARPET

WIRCARPET

ENSUITETILED

WCTILED

SPANDREL25c-28c

SPANDREL25c-28c

RETAININGWALLS BY

OWNER

STAIRS BYOWNER 1

234567891011121314151617

DN

OVERALL

BED 4 BED 3

BED 3BED 4 RB

RB

PASS BED 3BED 4

ALFRESCO OVERALL

ALFRESCOPIER

ALFRESCO

ALFRESCO IT NOOK PASSAGE WC

BATHPASSLIVING/ KITCHEN

LIVING/ KITCHEN

LIVING/ KITCHEN

BED 2

ROBE

LINEN

LINEN

1000hWALL

OVERALL

MASTER SUITE

MASTER SUITE WIR

ENSUITE

ENSUITEWCPASS

PASS

THEATRE

THEATRE

STAIRSRET. WALL

PORTICOPIER

PORTICOPIER

ENTRY

PASSAGE

PASSAGE

VERANDAH OVERALL

VERANDAHPIER

DINING

DINING PANTRY SCULLERY LAUNDRY

SCULLERY/ LAUNDRYDINING/ KITCHEN

OVER

ALL

WIR

PASS

PASS

MAST

ER S

UITE

MAST

ER S

UITE

ENSU

ITE

ENSU

ITE

WC

SHR

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TRE

THEA

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DRY

LAUN

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SCUL

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NIB

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2

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PIER

PIER

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DINI

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ALFR

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ALFR

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OVE

RALL

TILED

TILED

A/C AIRINTAKE

NOTES:EXTERNAL WALLS CONSISTS OF 230mmWIDE CAVITY BRICK CONST., UNLESSNOTED OTHERWISE. 90mm EXTERNALLEAF & 90mm INTERNAL LEAF.

ALL INTERNAL WALLS ARE PLASTEREDUNLESS NOTED OTHERWISE.

DOWNPIPES & FLOOR WASTESPOSITIONED AT PLUMBERS DISCRETION.FINAL POSITION MAY VARY TO PLAN.

CEILING INSULATION TO HOUSE & GARAGETO BCA REQUIREMENTS AS PER ADDENDA.

28c CEILINGS UNLESS OTHERWISE NOTED.

FLASHING NOTE:ALL CAVITY CLOSERS AND STRUCTURALCOLUMNS TO BE FLASHED WITH ALCORE

FLASHING AS PER A.S.

ENERGY EFFICIENCYCOMPLIANCE:

* R 4.0 CEILING INSULATION* SELF SEALING EXHAUST FANS

* THERMAL BREAK TO BELOCATED VERTICALLY

BETWEEN THE GARAGE SLABAND THE INTERNAL

BRICKWORK.

PLUMBER NOTE:PLUMBER TO INSTALL FLOOR WASTES

WHERE REQUIRED IN ACCORDANCE WITHTHE HEALTH ACT & NCC/BCA.

EXTENT OF 28cSQUARE BULKHEAD

SHOWN DASHED

RETA

ININ

G W

ALL

STAI

RS

BRICK LAYER NOTE:CORBEL BRICK BAND TO FRONT ELEVATION:

EXTENT OF CORBELED BRICK BAND TOFRONT ELEVATION & RETURNS ONLY.

31c CL

LVL

LVL

550x550

4-HINGES

T-BA

R OV

ER

T-BAR OVER

31c CL

R/HO

ODT-

BAR

OVER

FIXING CARPENTERNOTE:LINEN:

4x 450w SHELVESROBES:

LAMINATE SHELF & RAIL @ 1750

NOTE: UPRIGHT SUPPORTPANELS REQUIRED FOR

SHELVING EXCEEDING 1800mm.EXACT LOCATIONS DETERMINEDON SITE AT FIXING CARPENTERS

DISCRETION


31c CL

610w x 1029hRECESS

HEAD @ 23cSILL @ 11c

EXTENTOF 2cH

CORBELBRICKBAND

EXTENT OF2cH CORBELBRICK BAND

EXTENT OF 2cHCORBEL BRICK

BANDSHOWN DASHED

BRICKWORK BUILT ON TOPOF PROPOSED RETAINING

WALLS BY OWNER

REVERSE CYCLEA/C UNIT

1000L x 500W x 50HCONCRETE SLAB

840

BRICKLAYER NOTE:EXTERNAL BRICKS TO BE290 X 162 X 90 (1st externalcourse to be 2 course bricks

laid in THIRD BOND)

GASINSTANT

HWU


ENGINEERS NOTE:ALL ENGINEERS NOTATIONS, BEAM

LAYOUTS & STRUCTURAL COLUMNS AS PERENGINEERS DRAWINGS.

DOUBLE GLAZING:DOUBLE GLAZING TO ALL WINDOWS ANDSLIDING DOORS EXCLUDING WET AREAS

AND TIMBER JOINERY.

STAIR INFO:RISER HEIGHT = 172mm

GOING = 250mm

AREASNameALFRESCO

GARAGE

HOUSE

PORTICO

STORE

VERANDAH

Area28.620

42.682

243.392

2.600

7.754

10.000

335.048 m2

Perimeter21.400

26.231

77.560

6.600

14.569

14.000

'1'

CONT

RACT

AP

SP

13.

11.18

'2'

DRAF

TING A

MEND

. (T.BR

OAD)

SP

SP

19.11.

18'3'

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AN

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PR

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STAN

DARD

UPD

ATE

= 15

0410

DD

INT:

FL 0 (0c)

CL 2692 (31c+ PLATE)

CL -429 (-5c)

FL -3000 (-35c)

FL 0 (0c)


28c 31c

25c

0c

25c

9c

25c

-8c

31c

0c

25c

5716mm

-1c

-3c

28c

( 27c AFL)( 30c AFL)

TOR @ 14.460 TOR @ 14.400

TOR @ 12.010TOR @ 12.410TOR @ 12.810

2,571

429

2,692

2,692

ENTRYDOOR

T-BAR @ 25c

AUTO-SECTIONAL DOOR

T-BAR @ -8c (27c AFL)

SPANDREL25c - 28c

2cHCORBELBRICKBAND

SILLS 10mmRECESSED

FACEBRICK

CORBEL BRICK BAND TO FRONT ELEVATION:EXTENT OF CORBELED BRICK BAND TOFRONT ELEVATION & RETURNS ONLY.

RETAINING WALLBY OWNER

STAIRSBY OWNER

25° PITCH METAL ROOF

METAL GUTTERS,FASCIA AND DOWNPIPES

A AF

FF S S


PROPOSEDSTEPPED CAVITYRETAINING BYOWNER

PROPOSEDCAVITYRETAINING WALLBY BUILDER

1234567891011121314151617

NGL @ GARAGE

NGL @ HOUSE

PROPOSEDRETAINING WALL

BY OWNER

EXISTING LIMESTONERETAINING WALL

BRICKWORK BUILT ON TOPOF PROPOSED RETAINING

WALLS BY OWNER

FL 0 (0c)

FL -3000 (-35c)

FL 0 (0c)


0c

25c


25c

9c

28c 25c 25c

9c

28c 31c

25c

9c

5716mm

-1c

-3c ( 30c AFL)

TOR @ 14.460

TOR @ 14.180TOR @ 13.420

TOR @ 12.690 TOR @ 12.810TOR @ 12.410

TOR @ 12.010TOR @ 11.700

TOR @ 11.270TOR @ 11.030

TOR @ 10.510

TOR @ 14.460TOR @ 14.460

2,571

429

2,692

2,435

SPANDREL25c - 28c

RETAININGWALL

BY OWNER

SILLS 10mmRECESSED

FACEBRICK

TOP OF PIER FOOTING @ -3cTOP OF PEIR FOOTING @ -3c




FAA F

S FF S

A F2cH CORBELBRICK BAND

STAIRS BEHINDSHOWN DASHED

NGL

LINE OFDRIVEWAYBEYOND

NGL


EXISTING LIMESTONERETAINING WALLS


BY OWNER


BY OWNER





BRICKWORK BUILT ON TOP OFPROPOSED RETAINING WALLS

BY OWNER

A

CL -429 (-5c)

FL 0 (0c) FL 0 (0c)


0c

25c 28c

25c

9c

25c

9c

CL 2692 (31c+ PLATE) 31c

25c

28c

25c

5716mm

TOR @ 14.850TOR @ 14.460

2,435 2,6

92

SPANDREL25c - 28c

SILLS 10mmRECESSED

FACEBRICK

TOP OF PIER FOOTING @ -3c



AF

FSSF

PROPOSEDPANEL & POST



BY OWNERF AAA

CL -429 (-5c)

FL 0 (0c)


FL -3000 (-35c)


FL 0 (0c)

25c

9c

25c

9c

25c

9c

25c

9c

25c

13c

25c

0c

31c 31c

25c 28c

-35c

-12c

5716mm

1800

-1c

-3c

( 23c AFL)

( 0c AFL)

TOR @ 14.170 TOR @ 14.200TOR @ 13.420 TOR @ 13.430

TOR @ 12.680 TOR @ 12.690

TOR @ 14.400

TOR @ 13.650

TOR @ 13.050

TOR @ 12.450

TOR @ 14.460

( 6c AGL)-29c

2,571

429

2,692

2,435

PROPOSED CAVITYRETAINING WALL

BY BUILDER

OBSOBSOBS SPANDREL25c - 28c

GARAGEDOOR

SILLS 10mmRECESSED

FACEBRICK



FS FA

FS

A F F SF

REVERSECYCLE A/C

UNITGAS

INSTANTHWU

2cH CORBELBRICK BAND




PROPOSEDSTEPPED CAVITYRETAINING WALL

BY BUILDER

NGL




A A

G

E

COMBM/BOX

1 ELEVATION1:100

2 ELEVATION1:100

3 ELEVATION1:100

4 ELEVATION1:100

standard update = 150410 dd · '1' contract ap sp 13.11.18 '2' drafting amend....

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