NOTICE OF AN APPLICATION FOR PLANNING PERMITa.s. 3740 -2010 waterproofing of wet areas in residential buildings. a.s. 3786 -1993 smoke alarms. a.s. 4100 -1998 steel structures. a.s

NOTICE OF AN APPLICATION FOR PLANNING PERMIT

PLANNING AND ENVIRONMENT REGULATIONS 2005 Form 2

Section 52 (Planning & Environment Act 1987)

The land affected by the application is located at:

9 West Street DAYLESFORD VIC 3460 Lot 3 PS 616034 PSH PWO

The application is for a permit for:

Construction of a dwelling including site cut greater than one metre in depth

The applicant for the permit is: Regional Planning & Design Pty Ltd

The application reference number is: PA 2387

You may look at the application and any documents that support the application at the office of the responsible authority:

Municipal Offices: Hepburn Shire Council Customer Services Building Corner Duke and Albert Streets, Daylesford Planning Department - Ph: 03 5348 1577

Planning applications may also be viewed on Council's web site under tab 'Statutory Planning'.

Follow the link to 'Applications on Advertising'.

This can be done during office hours and is free of charge. Any person who may be affected by the granting of the permit may object or make other submissions to the responsible authority. An objection must * be sent to the Responsible Authority in writing, * include the reasons for the objection, and * state how the objector would be affected.

The Responsible Authority will not decide on the application before:

10 / 7 / 2019

If you object, the Responsible Authority will tell you of its decision.

Tele

phone

+ 6

13 9

761 5

544

33 G

ard

en S

treet,

Kils

yth

Vic

toria 3

137

P L A N N I N G I S S U E

GIBB & AU405B

PLANNING & ENVIRONMENT ACT 1987

HEPBURN PLANNING SCHEME

This document is made available

for the sole purpose of enabling

its consideration and review as

part of a planning process under

the Planning & Environment Act 1987

The document must not be used

for any purpose which may

break any copyright.

Initia

ls

Owner/s Date Builder Date

Rev. Description By Date

Client:

Project Name:

Project Number:

Drawing Title:

Drawing Issue:

Scale@A3:

Drawing Number:

Drawn by:• These plans, designs and specifications and the copyright therein are the property of Prebuilt Pty Ltd(Patent Pending) and must not be reproduced or copied wholly or in part without the writtenpermission of Prebuilt Pty Ltd.

• All dimensions and levels to be checked on the job before commencing any work or shop drawings.• DO NOT Scale drawings.

PLANNING

B.A.L 29

TELEPHONE + 613 9761 5544FACSIMILE + 613 9761 5572

[email protected]

33 GARDEN STREET, KILSYTH VICTORIA 3137

P R E L I M

I N A R Y

NOT FOR CONSTRUCTIO

N

Rev:

6mm CEMENT SHEET TO UNDERSIDE OF SUB FLOOR.SUB FLOOR SUPPORTS TO BE MADE FROM A NON COMBUSTIBLE MATERIAL.

EXTERNAL CLADDING FOR WALLS TO BE EITHER BUSHFIRE RESISTANT TIMBER, FIBRE-CEMENT TO A MINIMUM THICKNESS OF 6mm, A NON COMBUSTIBLE MATERIAL OR A COMBINATION OF ANY OF THESE.

ROOFS TO BE MADE FROM A NON COMBUSTIBLE MATERIAL.

ALL JOINTS IN THE EXTERNAL SURFACE MATERIAL OF WALLS AND ROOFS INCLUDING PENETRATIONS AND EAVES SHALL BE COVERED, SEALED, OVERLAPPED, BACKED OR BUTT JOINTED TO PREVENT GAPS GREATER THAN 3mm.

WINDOWS SHALL BE MADE FROM A BUSHFIRE RESISTANT TIMBER OR METAL.ALL GLAZING FOR WINDOWS WILL HAVE TOUGHENED GLASS WITH A MINIMUM THICKNESS OF 5mm.

DOORS SHALL BE MADE FROM A BUSHFIRE RESISTANT TIMBER OR METAL.ALL GLAZING FOR DOORS WILL HAVE TOUGHENED GLASS WITH A MINIMUM THICKNESS OF 5mm.GLAZING FOR SLIDING DOORS WILL HAVE TOUGHENED GLASS WITH A MINIMUM THICKNESS OF 6mm.

ALUMINIUM FLYSCREEN MESH WITH A MAXIMUN APPETURE OF 2mm.

GUTTERS SHALL BE METAL OR PVC-U.

MATERIALS FOR VERANDAHS, DECKING, STEPS, RAMPS OR LANDINGS INCLUDING HANDRAILS & BALUSTRADES TO BE MADE FROM BUSHFIRE RESISTANT TIMBER, NON COMBUSTIBLE MATERIAL OR A COMBINATION OF BOTH.

SUBFLOOR:

EXTERNAL CLADDING:

ROOFS:

JOINTS:

WINDOWS:

EXTERNAL DOORS:

FLYSCREENS:

GUTTERS / DOWNPIPES:

VERANDAH / DECKS ETC:

B

GIBB & AU

BAL NOTES

GIBB & AU

405B

P00.02

FN

9 WEST STREET,

DAYLESFORD, VIC 3460

A PLANNING ISSUE FN 27.03.19

B PLANNING REVISION EM 14.05.19











14. ALL WET AREAS TO COMPLY WITH B.C.A. F1.7 OR A.S. 3740 - 2010. WALL FINISHES SHALL BE IMPERVIOUSTO A HEIGHT OF 1800mm MIN. ABOVE FLOOR LEVEL TO SHOWER ENCLOSURES AND 150mm ABOVE BATHS,

BASINS, SINKS AND TROUGHS IF WITHIN 75mm OF THE WALL.

15. PROVIDE MINIMUM CLEARANCE FROM UNDERSIDE OF BEARER TO FINISHED GROUND LEVEL OF 400mm FORTERMITE AREAS.

16. THERMAL INSULATION TO BE PROVIDED AS SPECIFIED ON (DOHS) HOUSE SPECIFICATION PAGE.

17. STAIR REQUIREMENTS:- (OTHER THAN SPIRAL STAIR)

RISERS - 190mm MAXIMUM, 115mm MINIMUM;GOING - 355mm MAXIMUM, 240mm MINIMUM; PRIVATE STAIRS (AND 250mm FOR PUBLIC STAIRS)RISERS AND TREADS TO BE CONSTANT IN SIZE THROUGHOUT FLIGHT. PROVIDE NON-SLIP FINISHOR SUITABLE NON-SKID STRIP NEAR EDGE OF NOSINGS.

ENSURE MAXIMUM GAP BETWEEN RISERS NOT TO EXCEED 125mm OR USE CLOSED RISERS.PROVIDE CONTINUOUS HANDRAIL 1000mm MINIMUM HEIGHT TO BALCONIES AND DECKS WHICH ARE1000mm OR MORE ABOVE GROUND LEVEL.865mm MINIMUM HEIGHT OF HANDRAIL ABOVE STAIR NOSINGS AND LANDINGS.

MAXIMUM OPENINGS BETWEEN BALUSTERS NOT TO EXCEED 125mm.

18. STAIR LANDINGSLANDINGS ARE REQUIRED TO ALL DOORWAYS WHERE THE LEVEL SURFACE OF THE DOORSILL EXCEEDS

190mm FROM THE GROUND OR ANY OTHER SURFACE. LANDING SIZE TO BE MINIMUM OF DOORWAY WIDTH.

19. CONCRETE STUMPS:- 100mm SQ. UP TO 1400mm LONG (1 No. H.D. WIRE);

- 100mm SQ. 1401mm TO 1800mm LONG (2 No. H.D. WIRES);- 125mm SQ. 1801mm TO 3000mm LONG (2 No. H.D. WIRES).

NOTE: ALL STUMOS EXCEEDING 1200mm ABOVE GROUND TO BE BRACED.

20. THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THAT THE STABILITY OF NEW ANDEXISTING STRUCTURES DURING ALL WORKS.

21. THE BUILDER SHALL ENSURE FOR THE GENERAL WATER TIGHTNESS OF ALL NEW AND EXISTING WORKS.

22. DENOTES THE LOCATION OF SMOKE ALARMS TO BE PROVIDED AND INSTALLED IN ACCORDANCEWITH A.S. 3786 - 1993. AND UNLESS INSTALLED IN AN EXISTING PART OF A CLASS 1, 2 OR 3

BUILDING OR A CLASS 4 PART OF A BUILDING. THE SMOKE ALARM SHALL BE HARD WIRED WITHBATTERY BACKUP & INTERCONNECTED.

23. DOORS TO WC'S WHERE THE SWING OF THE DOOR IS WITHIN 1200mm OF THE PAN, MUST EITHER SWING

OUTWARDS OR BE REMOVABLE FROM THE OUTSIDE. (SPLIT HINGES WITH CUT DOWN DOOR)

24. THESE PLANS HAVE BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CUSTOMER AND FOR THEPURPOSE EXPRESSLY NOTIFIED TO PREBUILT. AND OTHER PERSON WHO USES OR RELIES ON THESE

PLANS WITHOUT PREBUILT'S WRITTEN CONSENT DOES SO AT OWN RISK AND NO RESPONSIBLITY ISACCEPTED BY THE AUTHOR FOR SUCH USE AND/OR RELIANCE.

25. THESE NOTES ARE NEITHER EXHAUSTIVE NOR A SUBSTITUTE FOR REGULATIONS, STATUTORY

REQUIREMENTS, BUILDING PRACTICE OR CONTRACTUAL OBLIGATIONS, AND UNLESS EXPRESSLY STATEDOTHERWISE, ARE PROVIDED ONLY AS GUIDELINES.NO RESPONSIBILITY IS ACCEPTED FOR THEIR USE.

26. THESE PLANS, DESIGNS AND SPECIFICATIONS AND THE COPYRIGHT THEREIN ARE THE PROPERTY OFPREBUILT PTY LTD (PATENT PENDING) AND MUST NOT BE REPRODUCED OR COPIED WHOLLY OR INPART WITHOUT THE WRITTEN PERMISSION OF PREBUILT PTY LTD.

ALL DIMENSIONS AND LEVELS TO BE CHECKED ON THE JOB BEFORE COMMENCING ANY WORK OR SHOPDRAWINGS. DO NOT SCALE DRAWINGS.

1. DO NOT SCALE DRAWINGS. USE WRITTEN DIMENSIONS ONLY.ALL DIMENSIONS SHOWN ARE TO STRUCTURAL WALLS ONLY AND DO NOT

INCLUDE INTERNAL OR EXTERNAL CLADDING. ALLOWANCE HAS BEEN MADEFOR A MAXIMUM ADDITIONAL 20mm CLADDING EXTERNALLY.

2. THE OWNER/BUILDER, SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS,

SETBACKS AND SPECIFICATIONS PRIOR TO COMMENCING ANY WORKS OR ORDERINGANY MATERIALS AND SHALL BE RESPONSIBLE FOR ENSURING THAT ALL BUILDINGWORKS CONFORM TO THE BUILDING CODE OF AUSTRALIA, A.S. CODES, (CURRENT EDITIONS)BUILDING REGULATIONS, LOCAL COUNCIL BY-LAWS AND TOWN PLANNING REQUIREMENTS.

REPORT ALL DISCREPENCIES TO THIS OFFICE FOR CLARIFICATION.

3. ALL WORKS SHALL COMPLY WITH BUT NOT BE LIMITED TO THE FOLLOWING AUSTRALIAN STANDARDS:A.S. 1288 - 2006 GLASS IN BUILDINGS - SELECTION AND INSTALLATION.

A.S. 1562 - 1992 DESIGN AND INSTALLATION OF SHEET ROOF & WALL CLADDING. PART 1 METAL.A.S. 1684 - 2010 NATIONAL TIMBER FRAMING CODE.A.S. 1860 - 2006 INSTALLATION OF PARTICLEBOARD FLOORING.A.S. 2047 - 1999 WINDOWS IN BUILDINGS - SELECTION AND INSTALLATION.

A.S. 2049 - 2002 ROOF TILES.A.S. 2050 - 2002 INSTALLATION OF ROOFING TILESA.S. 2870 - 2011 RESIDENTIAL SLABS AND FOOTINGS - CONSTRUCTION.A.S. 2904 - 1995 DAMP-PROOF COURSES AND FLASHINGS.

A.S. 3600 - 2009 CONCRETE STRUCTURESA.S. 3660.1 - 2000 TERMITE MANAGEMENT - PART 1 NEW BUILDINGS.A.S. 3700 - 2011 MASONRY STRUCTURES.A.S. 3740 - 2010 WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGS.

A.S. 3786 - 1993 SMOKE ALARMS.A.S. 4100 - 1998 STEEL STRUCTURES.A.S. 4256 - 1994/96 PLASTIC ROOF & WALL CLADDING MATERIALS.A.S. 4055 - 2006 WIND LOADS FOR HOUSING

4. THESE PLANS SHALL BE READ IN CONJUNCTION WITH ANY STRUCTURAL OR CIVIL ENGINEERING COMPUTATIONSAND DRAWINGS.

5. WALL BRACING AND TIE-DOWN TO COMPLY WITH A.S. 1684 - 2010.

6. SOIL CLASSIFICTION: REFER TO (A00.02) HOUSE SPECIFICATION PAGE FOR DETAILSFOOTINGS TO BE FOUNDED AT THE MINIMUM DEPTHS INDICATED IN THE SOIL REPORT.

7. WHERE THE BUILDING (OTHER THAN A CLASS 10a) IS LOCATED IN A DESIGNATED TERMITE INFESTATIONAREA, THE BUILDING SHALL BE PROTECTED IN ACCORDANCE WITH THE RELEVANT AUSTRALIAN STANDARD.

8. SAFETY GLAZING TO BE USED IN THE FOLLOWING CASES:a) ALL ROOMS - WITHIN 500mm VERTICAL OF THE FLOOR.b) BATHROOMS - WITHIN 2000mm VERTICAL FROM THE BATH BASE.

c) LAUNDRY - WITHIN 1200mm VERTICAL FROM FLOOR, AND/OR WITHIN 300mm HORIZONTAL FROM DOORS.d) DOORWAY - WITHIN 300mm HORIZONTAL FROM ALL DOORS.

SHOWER SCREENS SHALL BE GRADE 'A' SAFETY GLASS.

9. WINDOW SIZES ARE NOMINAL ONLY. ACTUAL SIZE WILL VARY ACCORDING TO MANUFACTURER. WINDOWS TOBE FLASHED ALL AROUND.

10. STORMWATER (BY OWNER) SHALL BE TAKEN TO LEGAL POINT OF DISCHARGE TO THE SATISFACTION OF THERELEVANT LOCAL AUTHORITY.

11. SEWER OR SEPTIC SYSTEM SHALL BE IN ACCORDANCE WITH THE RELEVANT AUTHORITY'S REQUIREMENTS.

12. FOOTINGS NOT TO ENCROACH TITLE BOUNDARIES AND EASEMENT LINES.

13. FOR BUILDINGS IN CLOSE PROXIMITY TO THE SEA, ENSURE THAT ALL STEEL WORK, BRICK CAVITY TIES,

AND STEEL LINTELS, ETC. THAT ARE EMBEDDED OR FIXED INTO MASONRY BE PROTECTED IN ACCORDANCEWITH A.S. 3700 - 2011 TABLE 2.2, HOT DIPPED GALV., STAILESS STEEL OR CADMIMUM COATED.

GENERAL NOTES

SD

Initia

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Client:

Project Name:

Project Number:

Drawing Title:

Drawing Issue:

Scale@A3:

Drawing Number:

Drawn by:

P R E L I M

I N A R Y

NOT FOR CONSTRUCTIO

N


[email protected]

• These plans, designs and specifications and the copyright therein are the property of Prebuilt Pty Ltd(Patent Pending) and must not be reproduced or copied wholly or in part without the writtenpermission of Prebuilt Pty Ltd.



PLANNING

Rev:

1 : 1

B

GIBB & AU

GENERAL NOTES

GIBB & AU

405B

P00.03

FN

9 WEST STREET,














Initia

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Client:

Project Name:

Project Number:

Drawing Title:

Drawing Issue:

Scale@A3:

Drawing Number:

Drawn by:

P R E L I M

I N A R Y

NOT FOR CONSTRUCTIO

N


[email protected]




PLANNING

Rev:

B

GIBB & AU

3D PERSPECTIVES

GIBB & AU

405B

P00.04

FN

9 WEST STREET,


SOUTH VIEWEAST VIEW

NORTH VIEWWEST VIEW













Initia

ls



Client:

Project Name:

Project Number:

Drawing Title:

Drawing Issue:

Scale@A3:

Drawing Number:

Drawn by:

P R E L I M

I N A R Y

NOT FOR CONSTRUCTIO

N


[email protected]




PLANNING

Rev:

B

GIBB & AU

MATERIAL SCHEDULE

GIBB & AU

405B

P00.05

FN

9 WEST STREET,


• CORRUGATED IRON COLORBOND • MONUMENT MATTE COLOUR

• HORIZONTAL ORIENTATION

• FIBRE CEMENT SHEET CLADDING

WITH BLACK PAINT

• ALUMINIUM WINDOWS

• BLACK POWDERCOATED

• SILVERTOP ASH

• VERTICAL ORIENTATION

• GABION WALL (BY OTHERS)

• STEEL PERGOLA

EXTERNAL CLADDING

EXTERNAL CLADDING

WINDOWS

PERGOLA

SOFFIT

LANDSCAPING













CA

ND

LEB

AR

K

CO

UR

T

549.0

549.0

550.

0

550.0

551.0

551.0

552.0

553.0

548.2

548.2

548.4

548.4

548.6

548.6

548.8

548.8

549.2

549.2

549.

4

549.4

549.

6

549.6

549.

8

549.8

550.

2

550.2

550.

4

550.4

550.

6

550.6

550.

8

550.8

551.2

551.2

551.4

551.6

551.8

552.2

552.4

552.6

552.8

553.2

553.4

553.6

86.0

2

265°

49'0

5"

87.0

8

85°4

9'05

"

553.

95

548.

70

549.

74

550.

90

553.

56

552.

70

548.

89

549.

34

547.

89

553.

74

548.

30

549.

23

550.

6555

0.85

550.

13

548.

81

547.

81

553.

20

553.

65

552.

74

552.

53

551.

04

549.

62

548.

41

550.

89

549.

47

548.

21

9 W

est S

treet

, Day

lesf

ord,

VIC

, 346

0

LOT

3 O

N P

S61

6034

Y

VO

L 11

445

FOL

103

gras

s ar

ea

gras

s ar

ea

gras

s ar

ea

gras

s ar

ea

edge

of b

itum

en

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UP

OVERALL D

IMEN

SIO

N

10164FFL 551.035

SUBJECT SITE NO.9

PROPOSED SINGLE STOREY

METAL CLAD DWELLING

SETBACK

13132

SETBACK

12842

SETBACK

10359

DRIVEWAY

GARAGE

TIT

LE B

OU

ND

AR

Y8

6.0

2m

26

5° 4

9'0

5"

TITLE B

OU

ND

AR

Y8

7.0

8m

85

° 4

9'0

5"

9000

6016

GUTTER ABOVE

GUTTER ABOVE

10000 LT CFA WATER

TANK

25000 LT TANK

SETBACK

2241 TREES TO BE REMOVED

EXISTING TREES

LEGEND

TOTAL SITE AREA 4000.189 m2

TOTAL FLOOR AREA (GFA) 156.2 m2

+EAVES= 167.2 m2

DECK & STEPS 73.8 m2

DRIVEWAY 133 m2

CARPORT 54.2 m2

TOTAL BUILT AREA 584.4 m2

BUILT AREA PERCENTAGE 14.6%

AREA ANALYSIS

292.00°

Initia

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Client:

Project Name: North:

Project Number:

Drawing Title:

Drawing Issue:

Scale@A3:

Drawing Number:

Drawn by:

P R E L I M

I N A R Y

NOT FOR CONSTRUCTIO

N


[email protected]




PLANNING

Rev:

As indicated

B

GIBB & AU

SITE PLAN

GIBB & AU

405B

P01.00

FN

9 WEST STREET,


Scale - 1 : 200

SITE PLAN













CANDLEBARK COURT

CAN

DLEBAR

K CO

UR

T

WE

ST S

TRE

ET

541.0

541.0

542.0

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543.0

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544.0

545.0

545.0

546.0

546.0

547.0

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548.0

548.0

549.0

549.0

550.0

550.0

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554.0

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555.0

555.0

556.0

556. 0

557.0

557.0

540.4

540.4

540.6

540.6

540.8

540.8

541.2

541.2

541.4

541.4

541.6

541.6

541.8

541.854

2.2542.2

542.4

542.4

542.6

542.6

542.8

542.8

543.2

543.2

543.4

543.4

543.6

543.6

543.8

543.8

544.2

544.2

544.4

544.4

544.6

544.6

544.8

544.8

545.2

545.2

545.4

545.4

545.6

545.6

545.8

545.8

546.2

546.2

546.4

546.4

546.6

546.6

546.8

546.8

547.2

547.2

547.4

547.4

547.6

547.6547.8

547.8

548.2

548.2

548.4

548.4

548.6

548.6

548.8

548.8

549.2

549.2

549.4

549.4

549.6

549.6

549.8

549.8

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550.2

550.4

550.4

550.6

550.6

550.8

550.8

551.2

551.2

551.4

551.4

551.6

551.6

551.8

551.8

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552.2

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552.4

552.6

552.6

552.8

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554.6

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555.2

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555.6

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556.6

556.6

556.8

556.8

45.93

355°49'05"

86.02

265°49'05"

44.99

178°31'25"

1.45128°55'30"

87.08

85°49'05"

539.76

TOP OF PIPE

556.62

TOP OF PIPE

556.47

TOP OF PIPE

556.09

555.87

555.70555.46 554.85

553.60

540.21

540.39

540.67

541.25

541.63

542.88

543.72

557.09

556.98

556.91

556.86

553.95554.46

554.92

555.02

555.17

556.64

556.67

556.39

555.92

555.84

555.57

543.88

544.74

546.00

547.44

548.09

548.70

549.74

550.90

553.56

555.08

554.53552.70

553.18

551.06

548.89

547.64

545.83

544.12

542.41

541.79

554.40

541.59

540.89

540.53

540.33

549.34

547.89

547.60

546.77

546.38

544.70

543.26

542.55

542.97 542.48

557.02

556.86

556.02

556.11

556.43 555.05

554.77

555.41

554.76

554.33

553.74

546.82

547.32

547.62

548.30

549.23

550.65550.85

550.13

548.81

547.81

546.48

545.71

545.43

544.05

544.90

553.20

553.65

552.74

553.87

554.41555.30

552.53

551.04

549.62

548.41

547.04

545.47

554.41

555.11

555.32

555.60

555.85

540.27

540.24

540.09

540.04

540.06

542.22

542.87

543.71

540.44

540.83

541.40

542.89

543.60

545.44

556.86

556.81

556.92

556.87 556.65

556.81

557.00

556.91

556.86

556.78

556.68

556.60

556.63

556.37

556.42

556.45

556.51

556.46

556.20

552.35

550.89

549.47

548.21

546.82

545.27

539.76

539.83

540.24

540.58

540.99

541.57

542.18542.70

543.50

9 West Street, Daylesford, VIC, 3460

LOT 3 ON PS616034Y

VOL 11445 FOL 103

grass area

grass area

grass area

possiblegas meter

TBMSPIKE PLACED IN

EDGE OF BITUMENRL 553.356

grass area

grass area

grass area

culvert

culvert

top of bank

top of bank

top of bank

edge of bitum

en

edge of bitum

en

edge of bitum

en

edge of bitumen

edge of bitumen

edge of bitumen

culvert

channel

channel

channel

channel

ht - 1.3mpost &

wire fence

ht - 1.4mpost &

wire fence

ht - 1.4m

horizontal boards

UP

OVER

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24130

OVERALL DIMENSION

1016437186000

FFL 5

51.0

35

SU

BJE

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ITE N

O.9

PRO

PO

SED

SIN

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DW

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13132

12842

19296

10359

56335

50558

DRIV

EW

AY

GARAGE

TITLE BOUNDARY86.02m 265° 49'05"

TIT

LE B

OUN

DARY

44.9

9m

178°

31'2

5"

TIT

LE B

OU

ND

ARY

45.9

3m

355°

49'0

5"

TITLE BOUNDARY87.08m 85° 49'05"

9000

10000 LT CFA

WATER TANK

25000 LT TANK

S/B2246

TREES TO BE REMOVED

EXISTING TREES

LEGEND

22.00°

Initia

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Client:


Project Number:

Drawing Title:

Drawing Issue:

Scale@A3:

Drawing Number:

Drawn by:

P R E L I M

I N A R Y

NOT FOR CONSTRUCTIO

N


[email protected]




PLANNING

Rev:

As indicated

B

GIBB & AU

OVERALL SITE PLAN

GIBB & AU

405B

P01.01

FN

9 WEST STREET,


Scale - 1 : 500

OVERALL SITE PLAN













549.

34

550.

13

gras

s ar

ea

UP

1

2

12

FFL 551.035

SUBJECT SITE NO.9

PROPOSED SINGLE STOREY

METAL CLAD DWELLING

26186

FALL

FALL

FALL

14660 1186 10340

14120

RETAINING WALL

RETAINING WALL

2000

3000

1000

2265FALL

FALL

FALL

LEGEND

SITE CUT

BATTER

BUILDING ENVELOPE

RETAINING WALL

292.00°

Initia

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Client:


Project Number:

Drawing Title:

Drawing Issue:

Scale@A3:

Drawing Number:

Drawn by:

P R E L I M

I N A R Y

NOT FOR CONSTRUCTIO

N


[email protected]




PLANNING

Rev:

1 : 100

B

GIBB & AU

CUT & FILL PLAN

GIBB & AU

405B

P01.02

FN

9 WEST STREET,


Scale - 1 : 100

CUT & FILL PLAN













UP

720

W

3

W

5

W

2

W

1

W

11

W

9

W

8

W

7

820

820

720

820

720

820

BED 1CARPET

ENSTILE

BATHTILE

BED 2CARPET

BED 3CARPET

LIVING 2TIMBER

HALLWAYTIMBER

L'DRYTILE

MEALSTIMBER

LIVINGTIMBER

SKL 1 ABOVE

SH

ELF

ABO

VE

JOINERY ABOVE

ED

2

SH

ELF A

BO

VE

1

2

12

BULKHEAD OVER

820

RO

OF A

BO

VE

ED

1

920

FFL 551.035

PITCHING H: 2400 MM

PITCHING H: 2400 MM

RIDGE H: 3400 MM

MODULE SPLIT

7190 16900

4900

24090

DECK

11395 11650

OVERALL DIMENSION

24130

OVER

ALL D

IMEN

SIO

N

13058

DECK

2555

4900

4900

OVERALL D

IMEN

SIO

N

10164

DECK

7435

DECK

6125

DECK

5270

DP

DP DP

GUTTER ABOVE

GUTTER ABOVE

GABION WALL GABION WALL

GABION WALL

DECKTIMBER

DECKTIMBER

DRIVEWAY

GARAGE

GARAGE

9000

HW

S

RETAINING WALL

W

4

W

6

W

10

RETAINING

WALL

1100

GLASS OVER GLASS OVER

GARAG

E

6016

292.00°

Initia

ls



Client:


Project Number:

Drawing Title:

Drawing Issue:

Scale@A3:

Drawing Number:

Drawn by:

P R E L I M

I N A R Y

NOT FOR CONSTRUCTIO

N


[email protected]




PLANNING

Rev:

1 : 110

B

GIBB & AU

FLOOR PLAN

GIBB & AU

405B

P02.00

FN

9 WEST STREET,


Scale - 1 : 110

FLOOR PLAN













UP

SKL

1

FALL 11.77°

150MM HALF ROUND GUTTER

150MM HALF ROUND GUTTER

FALL 11.77°COLORBOND CORRUGATED

MONUMENT COLOUR

COLORBOND CORRUGATED

MONUMENT COLOUR

STEEL PERGOLA WITH

TIMBER BATTENS

DECK BELOW

DECK B

ELO

W

DPDP

DP

FIREPLACE FLUE

RANGEHOOD FLUE

BATHROOM EXHAUST

FAN COWL

ENS EXHAUST FAN

COWL

FALL

FALL

300 15620

300 16439 200

292.00°

Initia

ls



Client:


Project Number:

Drawing Title:

Drawing Issue:

Scale@A3:

Drawing Number:

Drawn by:

P R E L I M

I N A R Y

NOT FOR CONSTRUCTIO

N


[email protected]




PLANNING

Rev:

1 : 100

B

GIBB & AU

ROOF PLAN

GIBB & AU

405B

P03.00

FN

9 WEST STREET,


Scale - 1 : 100

ROOF PLAN













FFL551.035

GL550.363

INT. PITCH GF553.435

OVERALL554.803

INT. PITCH GF HIGH554.435

EXT. PITCH . GF553.935

A B

F

E

C

J

3072

500

500

368

G

OVERALL H

EIG

HT

4440

DPDP

W

9

W

8

W

7

W

5

HWS

HEIG

HT F

RO

M N

GL

4492

HEIG

HT F

RO

M N

GL

4367

NATURAL GROUND LINE PROPOSED GROUND LINE

BATHROOM EXHAUST

FAN COWL

W

4W

6

W

10

RETAINING WALL

K

FFL551.035

GL550.363


OVERALL554.803


A

F

EC

E

G

D

K

868

500

2400

672

4440

DPW

11

ED

1

HWS

HEIG

HT F

RO

M N

GL

2671

HEIG

HT F

RO

M N

GL

3507

NATURAL GROUND LINE

PROPOSED GROUND LINE

FIREPLACE FLUE

RANGEHOOD FLUE

BATHROOM EXHAUST

FAN COWL

SKL

1

ENS EXHAUST FAN

COWL

A

2900

672

I

PROPOSED GARAGE

LOCATION

Initia

ls



Client:

Project Name:

Project Number:

Drawing Title:

Drawing Issue:

Scale@A3:

Drawing Number:

Drawn by:

P R E L I M

I N A R Y

NOT FOR CONSTRUCTIO

N


[email protected]




PLANNING

Rev:

1 : 100

B

GIBB & AU

ELEVATIONS

GIBB & AU

405B

P04.00

FN

9 WEST STREET,


EXTERNAL FINISHES LEGEND

MARK DESCRIPTION

A COLORBOND CORRUGATED IRON MONUMENT MATTECOLOUR, HORIZONTAL ORIENTATION

B SILVERTOP ASH CLADDING, VERTICAL ORIENTAION

C FIBRE CEMENT SHEET CLADDING WITH BLACK PAINT FINISH

D FIBRE CEMENT SHEET CLADDING WITH WHITE PAINT FINISH

E HARDWOOD TIMBER DECKING, NATURAL FINISH

F STEEL PERGOLA BLACK PITCH COLOUR WITH DRESSED HWDTIMBER BATTENS NATURAL FINISH

G COLORBOND SHEET FASCIA

I GALVANIZED STEEL 100 X 100 MM MESH - DOUBLE LAYER

J COLORBOND CORRUGATED IRON ROOF MONUMENT MATTCOLOUR

K GABION WALL

Scale - 1 : 100

NORTH EAST ELEVATION

Scale - 1 : 100

SOUTH EAST ELEVATION













FFL551.035

GL550.363

868

500

2400

672


OVERALL554.803


A

C

K

F

E

J

DPDP

ED

2

W

3

HEIG

HT F

RO

M N

GL

34894

440

HEIG

HT F

RO

M N

GL

2462

NATURAL GROUND LINE


BATHROOM EXHAUST

FAN COWLFIREPLACE FLUE ENS EXHAUST FAN COWL

RANGEHOOD FLUESKL

1

3940

I

RETAINING WALL

PROPOSED GARAGE

LOCATION

FFL551.035

GL550.363

OVERALL554.803


C

KK

J868

2900

672

4440

DP

B

W

2W

1

HWS

HEIG

HT F

RO

M N

GL

3218

HEIG

HT F

RO

M N

GL

3410

NATURAL GROUND LINE


FIREPLACE FLUEENS EXHAUST FAN COWL RANGEHOOD FLUESKL

1

RETAINING

WALL

Initia

ls



Client:

Project Name:

Project Number:

Drawing Title:

Drawing Issue:

Scale@A3:

Drawing Number:

Drawn by:

P R E L I M

I N A R Y

NOT FOR CONSTRUCTIO

N


[email protected]




PLANNING

Rev:

1 : 100

B

GIBB & AU

ELEVATIONS

GIBB & AU

405B

P04.01

FN

9 WEST STREET,


EXTERNAL FINISHES LEGEND

MARK DESCRIPTION

A COLORBOND CORRUGATED IRON MONUMENT MATTECOLOUR, HORIZONTAL ORIENTATION

B SILVERTOP ASH CLADDING, VERTICAL ORIENTAION

C FIBRE CEMENT SHEET CLADDING WITH BLACK PAINT FINISH

D FIBRE CEMENT SHEET CLADDING WITH WHITE PAINT FINISH

E HARDWOOD TIMBER DECKING, NATURAL FINISH

F STEEL PERGOLA BLACK PITCH COLOUR WITH DRESSED HWDTIMBER BATTENS NATURAL FINISH

G COLORBOND SHEET FASCIA

I GALVANIZED STEEL 100 X 100 MM MESH - DOUBLE LAYER

J COLORBOND CORRUGATED IRON ROOF MONUMENT MATTCOLOUR

K GABION WALL

Scale - 1 : 100

NORTH WEST ELEVATION

Scale - 1 : 100

SOUTH WEST ELEVATION













FFL551.035


22

2400

771

2422

979

HINGED FRONT DOOR + FIXED GLASS PANELH.W.D 240 X 40MM MERBAU STAINED DARK

DOUBLE GLAZE - LOW.ERECESSED SILL. DOOR HEIGHT 2400MM. SOLID PANEL PAINT FINISH. HEAVY DUTY SECURITY

SCREEN DOOR FIXED TO H.W.D 240 X 42MM 190 MM DIAM VIC ASH ROUND DOOR HANDLETIMBER FRAME

N/A

TYPE

FRAME

GLAZING

NOTE

REVEAL

FLYSCREEN

996

3401

3193

O

FG

22

2400

3220

EQ EQ EQ

FIXED PANEL + SLIDING PANEL X 2BLACK ALUMINUM

DOUBLE GLAZE - LOW.ERECESSED SILL. EQUAL OPENINGSPAINTED H.W.D TIMBER TOP + L + R SIDES

YES ALUMINIUM

TYPE

FRAME

GLAZING

NOTE

REVEAL

FLYSCREEN

O OFG

2400

900

SHUGG WINDOWBLACK ALUMINUM

DOUBLE GLAZE - LOW.EN/APAINTED H.W.D TIMBER TOP + L + R SIDES

YES ALUMINIUM

TYPE

FRAME

GLAZING

NOTE

REVEAL

FLYSCREEN

O

O

714

720

966

3900

FIXED WINDOWBLACK ALUMINUM

DOUBLE GLAZE - LOW.EN/AN/A

N/A

TYPE

FRAME

GLAZING

NOTE

REVEAL

FLYSCREEN

FG 2400

958

855

SHUGG WINDOW + FIXED PANELBLACK ALUMINUM

DOUBLE GLAZE - LOW.ESHUGG WINDOW 2400 HEIGHTPAINTED H.W.D TIMBER TOP + L + R SIDES

YES ALUMINIUM

TYPE

FRAME

GLAZING

NOTE

REVEAL

FLYSCREEN

3358

780

2400

3180

FG

O

O

FFL551.035


800

1600

FIXED WINDOWH.W.D 240 X 40MM MERBAU STAINED DARK

DOUBLE GLAZE - LOW.E

TIMBER FRAME

N/A

TYPE

FRAME

GLAZING

NOTE

REVEAL

FLYSCREEN

FG

2200

2400

1125



PAINTED H.W.D TIMBER TOP + L + R SIDES

YES ALUMINIUM

TYPE

FRAME

GLAZING

NOTE

REVEAL

FLYSCREEN

O

O



TIMBER FRAME

N/A

TYPE

FRAME

GLAZING

NOTE

REVEAL

FLYSCREEN

FG

500

1600

3200

2100

900

2400



YES ALUMINIUM

TYPE

FRAME

GLAZING

NOTE

REVEAL

FLYSCREEN

O

O

916

1484

900


DOUBLE GLAZE - LOW.EN/AN/A

YES ALUMINIUM

TYPE

FRAME

GLAZING

NOTE

REVEAL

FLYSCREEN

O

O

Initia

ls



Client:

Project Name:

Project Number:

Drawing Title:

Drawing Issue:

Scale@A3:

Drawing Number:

Drawn by:

P R E L I M

I N A R Y

NOT FOR CONSTRUCTIO

N


[email protected]




PLANNING

Rev:

1 : 50

B

GIBB & AU

WINDOW & DOOR ELEVATIONS

GIBB & AU

405B

P05.00

FN

9 WEST STREET,


ED1 ED2 W1 W2 W3

W4 W5 W6 W7 W8













FFL551.035


900

2400



YES ALUMINIUM

TYPE

FRAME

GLAZING

NOTE

REVEAL

FLYSCREEN

O

O

500

1600


DOUBLE GLAZE - LOW.EN/ATIMBER FRAME

N/A

TYPE

FRAME

GLAZING

NOTE

REVEAL

FLYSCREEN

FG

2200

2100 2400

958

2400

784

835

SHUGG WINDOW + FIXED PANELBLACK ALUMINUM

DOUBLE GLAZE - LOW.ESHUGG WINDOW 2400MM HEIGHTPAINTED H.W.D TIMBER TOP + L + R SIDES

YES ALUMINIUM

TYPE

FRAME

GLAZING

NOTE

REVEAL

FLYSCREEN

3184

3358

O

O

FG

1275

665

SKYLIGHTBLACK ALUMINUM

DOUBLE GLAZE - LOW.EALL SIDES OF SKL FRAME TO BE CONCEALED.N/A

N/A

TYPE

FRAME

GLAZING

NOTE

REVEAL

FLYSCREEN

FG

Initia

ls



Client:

Project Name:

Project Number:

Drawing Title:

Drawing Issue:

Scale@A3:

Drawing Number:

Drawn by:

P R E L I M

I N A R Y

NOT FOR CONSTRUCTIO

N


[email protected]




PLANNING

Rev:

1 : 50

B

GIBB & AU

WINDOW & DOOR ELEVATIONS

GIBB & AU

405B

P05.01

FN

9 WEST STREET,


W9 W10 W11 SKL1













Page I of 4











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cha

I

L - L

Page 2 of 4











J j l j 198-

* PLANNING & ENVIRONMENT ACT 1987












































































































































Documents

NOTICE OF AN APPLICATION FOR PLANNING PERMITa.s. 3740 -2010 waterproofing of wet areas in residential buildings. a.s. 3786 -1993 smoke alarms. a.s. 4100 -1998 steel structures. a.s