Privacy Notification: The personal information provided in an objection is collected for planning purposes in accordance with the Planning & Environment Act 1987 (the Act). The public may view an objection in accordance with Section 57 of the Act whilst the planning application is current.

NOTICE OF AN APPLICATION FOR A PLANNING PERMIT

The land affected by the application is located at:

394 STONY POINT ROAD CRIB POINT LOT 60 LP 6003 VOL 5367 FOL 277

The application is for a permit to:

CONSTRUCT DWELLING ADDITIONS AND ASSOCIATED WORKS GENERALLY IN ACCORDANCE WITH THE SUBMITTED PLANS

The applicant is:

SMITH & SONS MORNINGTON

The application reference number and officer is:

P15/1657 WICK ABEYSINGHE

You may view the plans and documents that support the application free of charge at the office/s of

the Responsible Authority below or online at: www.mornpen.vic.gov.au > Building and Planning > Advertised Planning Applications

Mornington Office – Queen Street, Mornington Hastings Office – Marine Parade, Hastings

Office hours 8.30 to 5pm

Any person who may be affected by the granting of the permit may object in writing to the responsible authority. If you object, the Responsible Authority will notify you of its decision.

Your objection must: - Specify the Application Number

- Include the reasons for the objection and state how the objector would be affected

- Include the objector’s current Postal Address - Be mailed to the Responsible Authority:

Statutory Planning Team, Mornington Peninsula Shire, Private Bag 1000, Rosebud 3939 Or emailed to: planning.submission@mornpen.vic.gov.au

The Responsible Authority will not decide on the application before: 30 NOVEMBER 2015

LEGAL POINT OFSTORMWATER DISCHARGE

100 X 50 DOWNPIPE WITH SPREADERSP

DP 100 X 50 DOWNPIPE AT 12.0m MAX CTSVEHICLE CROSSING

STORMWATER DRAINS

A.G. DRAINS

SEWER VENT / I.S.

SEWER MANHOLE

ELECTRICITY PIT

ELECTRICITY POLE

TELSTRA PIT

HYDRANT

WATER VALVE

S/W PIT

LIGHT STANDARD

S/W DRAIN INLET/OUTLET

T.B.M.

GAS METER

WATER METER

STREET SIGN

Site Legend:

Site Design Information:Authorities / Consultants:Municipality: -Sewerage Authority: -Relevent Building Surveyor: -Consulting Structural Engineer: -Geotechnical Engineer: -

Site Bushfire Attack Assessment (simplified method)Reference document 'AS 3959-2009 construction of buildings in bush fire prone areas'

Designated Bushfire area NORelevant Fire Danger Index (FDI) FDI 100Predominate vegetation:-

Classification- -Type- -

Distance of site from predominate vegetation- -Effective slope of land- Refer BAL Assessment ReportDetermination of Bushfire Attack Level (BAL)- Not ApplicableBy: Not Applicable

Site ClassificationSite classification as Class: -Refer to soil report No: -By: -

Design gust wind speed / wind classificationBuilding tie-downs to be provided in accordance with AS1684-2010 for an assumed design gust wind speed / windclassification of N2 (subject to confirmation on site by Relevant Building Surveyor at first inspection) refer toAS1684 for construction requirements.

Climate ZoneClimate zone for thermal design / thermal performance assessment : Zone 7

Corrosion protection of built-in structural membersProvide corrosion protection of built-in structural steel members such as steel lintels, shelf angles, connectors,accessories (other than wall ties) in accordance with BCA Volume 2 Table 3.3.3.2 suitable for an EnvironmentClassification of -

Corrosion protection for sheet roofingProvide corrosion protection for sheet roofing in accordance with BCA Volume 2 Table 3.5.1.1a suitable for anEnvironment Classification of -

Note:Owners responsibility to recognise existing or future vegetation (including neighbouring properties) and its potentialeffect on soil moisture. Where necessary existing trees on or adjacent to proposed building allotment are to beremoved or vertical root barriers provided in accordance with soil report recommendations.

Area Analysis:EXISTING:EXIST. LIVING AREA 118.7 sqm -sqCARPORT AREA 27.8 sqm - sqFRONT VERANDAH 21.4 sqm - sq

TOTAL 167.9 sqm - sq

PROPOSED:LIVING AREA 159.6 sqm -sqDECK (UNROOFED) 51.7 sqm - sqLDRY VERANDAH 7.5 sqm - sq

TOTAL 218.8 sqm - sq

TOTAL AREAS (EXISTING & PROPOSED):LEVEL 1:LIVING AREA 278.3 sqm 30.0 sqFRONT VERANDAH 21.4 sqm 2.3 sqDECK (UNROOFED) 51.7 sqm 5.6 sqCARPORT AREA 27.8 sqm 3.0 sq

TOTAL AREA UNDER ROOF 327.5 sqm 35.25 sq

BUILDING SITE COVERAGE:PROPOSED BUILDING FOOTPRINT 327.5 sqmDIVIDED BY TOTAL LAND 1012 sqmTOTAL COVERAGE 32 %

PERMEABILITY AREAS:BUILDING AREA 327.5 sqmDRIVEWAY -CONCRET PAVING - sqmDIVIDED BY TOTAL LAND 1012 sqm

PERMEABLE SURFACE 67 %

Lot Number: 60 (No. 394)Registered Plan Number: TP -Parish: -County: -Area: 1012 m2Volume No: -Folio No: -

SET

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All materials and work practices shall comply with, but not limited to the Building Regulations 2006, the Building Code of Australia and all relevant current Australian Standards (as amended) referred to therein.

These drawings shall be read in conjunction with all relevant structural and all other consultants drawings/details and with any other written instructions issued in the course of the contract.

Figured dimensions take precedence over scaled dimensions.

The Builder and Subcontractors shall check and verify all dimensions, setbacks, levels and specifications and all other relevant documentation prior to the commencement of any works. Report all discrepancies to thisoffice for clarification.

Private Open Space

Private OpenSpace

FFL 100.00

ProposedAddition

Existing DwellingFFL 100.00

Sto

ny

Poi

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oad

50.29 m70° 06' 00"

20.1

2 m

19° 5

4' 00

"

50.29 m70° 06' 00"

20.1

2 m

19° 5

4' 00

"

1012 m²Lot 60

CreswellStreet

Exist.Carport

Exist.Outbuilding

6000.

2727

1200

690

1100

450 15

50

3200

10300 approx Adjoining Dwelling

Adjoning driveway tounit development

4500

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Existing outbuilding to bedemolished

exist. tree to be removed.

EXISTING 600H TIMBER PALING FENCE EXISTING 1600H TIMBER PALING FENCE & 400H LATTICE SCREEN OVER EXISTING 1600H TIMBER PALING FENCE

EXIS

TIN

G 2

00

0H

TIM

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FEN

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EXISTING STEEL MESH GATEEXISTING 1600H TIMBER PALING FENCE

EXISTING 1200H HORIZONTAL TIMBER FENCE

EXIS

TIN

G 1

200

H T

IMB

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T FE

NCE

NO

FEN

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RL 99645RL 99470

RL 99180

RL 99310

RL 99500 RL 99385RL 99740

RL 99730 RL 99700

FINISHED FLOOR LEVEL LESSTHAN 800mm ABOVENATURAL GROUND AT

BOUNDARY LINE

EXISTING ROOF SECTIONSAll existing gutters are to be checked & altered if required with a min 1 : 100 ratio falldirectly into new down pipes where applicable.

Provide new colorbond down pipes to match existing @ 12.0m max'm ctr's & connectdirectly to existing S.W system

PROPOSED ROOF SECTIONProposed colorbond gutters mounted on timber fascia to match existingroof sections.

kKlip Lok roofing with Aircell insulation blanket directly under, roof pitch at 3degrees minimum, eave overhang to match existing, to be confirmed onsite.

Roof cladding, gutters & downpipes and wall cladding shall comply with BCA Part 3.5. The builder shall install roof cladding, gutters & downpipes and wall cladding to theappropriate requirements and standards for the selected material. The builder shall take all steps necessary to ensure water tightness of the building.

Down pipes and gutters shall be of a size and location indicated on the drawings and if not specifically noted comply with part 3.5.2. Downpipes shall be locatedat a maximumspacing of 12m and within 1.2m of a valley (unless an overflow is provided.)

General Notes:

BCA References.Vol 2 HousingProvisions

It is the builders responsibility to read and understand all notes prior to construction.

Part 1.4Table1.4.1

Part 3.1.1

Part 3.1.2

Part 3.1.3

Part 3.2

Part 3.3

Part 3.4

Part 3.4.1Table 3.4.1.2

Part 3.4.4.2

Part 3.5

Part 3.5.2

Part 3.6

Part 3.6.4

Part 3.6.2

Part 3.7.3

Part 3.7.4

Part 3.8.1

Part 3.9

Definition - In these notes and drawings a reference to BUILDER shall mean the builder, owner - builder or sub - trade responsible for a particularcomponent of the building project.

Scaling - Do not scale drawings, use written dimensions only.

Compliance - This building has been designed within the Building Regulations (including Rescode), Building Code Of Australia (BCA) deemed-to-satisfyprovisions and standards referenced in the BCA. NO Deviation from the plans is permitted without the prior approval of the relevant buildingsurveyor. It is assumed the the BUILDER has basic knowledge and suitably experience qualified trades people will be employed where appropriate.It is the builders responsiblity that the building works conform to the Building Regulations (including Rescode), Building Code Of Australia (BCA),Australian Standards, Local Laws & Town Planning Requirements.

Site Identification - Provide a site sign including site address, owner, builder as per BCA.

Boundary Location - Prior to setout or commencement of works the title boundaries are to be located by either. 1. Locating & marking existing titlepegs, or 2. Obtaining a re-establishment survey by a licensed land surveyor. Existing fences or buildings shall not be used for building setoutpurposes.

Site Maintenance - The builder shall take all the steps necessary to maintain site in a clean & safe condition including containment of rubbish anddischarge. Sanitary facilities are to be provided on site for workmen.

The following are some (but not all) BCA Referenced BCA Documents that the Builder may need to be aware of:AS 1288 - 2006 Glass in Buildings - Selection and Installation.AS/NZS 1562 - Design & Installation of sheet Roof and Wall Cladding (Parts 1 to 3)AS 1684 - Residential timber framed construction - Part 2 2006 Non-Cylconic areas or Part 4 2006 Simplified non-cyclonic.AS 1860 - 1998 Installation of particlboard flooringAS 1926 - Swimming Pool Safety - Part 1 1993, Fencing for swimming pools & Part 2 1995 Location of fencing for private swimming pools.AS 2047 - 1999 Windows in Buildings - Selection & Installation.AS 2050 - 1995 Installation of Roof Tiles & AS2159AS 2870 - 2011 Residential Slabs & Footings - ConstructionAS/NZS 2904 - 1995 Damp-proof courses and flashingsAS/NZS 3500 - National Plumbing & Drainage Code, Part 3.2 Stormwater drainage acceptable solutions, Part 5 2000, Domestic Installations.AS 3623 - 1993 Domestic Metal Framing.AS 3660 - Termite Management Part 1 2000 New building worksAS 3700 - 2001 Masonry Structures No. 10AS 3740 - 1994 Waterproofing of wet areas in residential buildings.AS 3786 - 1993 Smoke AlarmsAS 3798 - 1996 Guidelines for earthworks for commercial & residential developmentsAS 3959 - 2009 Construction of building in bushfire-prone areasAS 4055 - 1992 Wind loads for housing.

Eathworks & excavations shall be as reasonably necessary to fulfill the intent of the design. Excavations beyond the scope of these documents or inproximity to title boundaries shall be referred to the relevant building surveyor for approval prior to the commencment of work.

Storm water, sub soil drainage and perimeter drainage shall satisfy BCA part 3.1.2 and AS/NZS 3500 and be conveyed to a legal point ofdischarge to the approval of the local authority.

Termite protection IS required as this building is in a designated termite risk area. Termite protection is to be provided to BCA Part 3.1.3 and AS3600.1 and a durable notice pursuant to 3.1.3.2 is to be fixed to the building in a prominent location. In the case of timber floors under bearerclaerance of 400mm is required and sub-floor ventilation to be provided.

Concrete Footings and Slab are to be constructed as detailed and to AS 2870. Reference should be made to the soil report and engineers detailsand computations (if applicable). Unless noted otherwise all concrete shall be manufactured to AS 3600 and be a minimum of N20 grade, 20mmnomianl aggregate size and have a nominal slump of 80mm.

Masonry (including construction standards, weatherproofing, flashings, mortar, masonry accessories) shall comply with AS 3700 and part 3.3 asappropriate for the exposure conditions and wind loading. For building in close proximity to the sea use stainless steel accessories and steel lintels hotdipped galvanizing to 600g/m2. generally provide brick ties of 600mm horizontally and 600mm vertically and 300mm vertically at articulationjoints and openings.

Timber Framing shall generally comply with AS 1684 Part 2 & or Part 4. These plans may specifiy construction requirements for a higherstandard than the minimum prescribed in AS 1684; the builder shall not default to a lesser standard (whether permitted by the aforementioneddocuments or not) or substitute any timber sizes, species or stree grade or systems without express prior approval.

Sub-floor ventialtion and claerance shall be achieved by providing a minimum of 6000mm2 clear ventilation per lineal metre of wall length. Sub-floorvents are to be evenly spaced along the wall. A vent is to be located not more than 600mm away from a corner in each direction. Maintain a sub-bearer clearance of 400mm minimum.

Exposed steelwork shall be hot dipped galvanised top 300g/m2 unless stated otherwise.

Roof cladding, gutters & downpipes and wall cladding shall comply with BCA Part 3.5. The builder shall install roof cladding, gutters & downpipes andwall cladding to the appropriate requirements and standards for the selected material. The builder shall take all steps necessary to ensure watertightness of the building.

Down pipes and gutters shall be of a size and location indicated on the drawings and if not specifically noted comply with part 3.5.2. Downpipes shallbe locatedat a maximum spacing of 12m and within 1.2m of a valley (unless an overflow is provided.)

Windows & Glazing generally shall comply with BCA Part 3.6, AS 2047 and AS1288. The builder is to ensure that windows are ordered to arating to siut the designed wind loading and human impact safety requirements. The Builder is to provide certification from the windowmanufacturer and certificate/s of compliance for any other glazing unit such as showerscreens or skylights etc.

Human Impact Safety Glazing shall be to 3.6.4 and AS 1288.Safety glazing shall be used in the following locations:(a) All Rooms - within 500mm vertical of floor level(b) Bathrooms - within 1500mm vertical from the bath base. - within500mm horizontal from bath/shower to shower doors, shower screens and bath enclosures(c) Laundry - within 1200mm vertical from floor level and/or within 300mm vertical of trough.(d) Doorways - within 300mm horizontal from all doors

Smoke Alarms are to be located as indicated on plans & installed to AS 3786. Smoke detectors shall be hard wired to the 240v supply systemwith battery backup (battery operated smoke detectors are not permitted)

Heating appliances - in general heating appliance is to comply with any standard, industry practise or supply authority requirement applicable to theappliance fuel.- Open fireplaces to comply with BCA parts 3.7.3.2 and 3.7.3.3.- Fireplace inserts and flues to comply with BCA 3.7.3.4. and AS 2918- Free standing solid fuel heating appliances to comply with BCA 3.7.3.5 and AS 2918 and compliance certificate to be supplied for plumbingcomponent of installation.

Bushfire protective construction - where the proposed building is within a designated bushfire prone area additional construction requirementsprescribed by BCA part 3.7.4 and AS 3959 will be detailed on the working drawings. The builder shall not deviate from these details without theprior written approval of the relevant building surveyor.

Wet Areas - All wet areas are to comply with BCA part 3.8.1 or AS 3740 - 1994. Generally wall construction and finishes, to a height of1800mm above floor level to shower enclosures and 150mm above baths, basins, sinks, and troughs if within 75mm of the wall, and floorswithin 1500 of a bath or shower shall be impervious. Part 3.8.1 contains details for construction in wet areas including showers, hobs, flashing etcthat are regarded as normal trade practice and may not be specifically detailed in these documents.

Stairs & balustrades shall be constructed in locations and to details as shown on these drawings. Construction requirements are contained in BCAPart 3.9 and in general;1. Risers 190mm Maximum2. Going 240mm Minimum3. 1000mm minimum balustrade to decks or landings in excess of 1000mm above finished surface level (865 above stair nosings.)4. Balustrades and stairs to be constructed so that the maximum gap is 125mm.Balustrades to decks in excess of 4000mm above surrounding surface must not incorporate any horizontal element that would facilitate climbing.

Town Planning - planning controls may exist that effect this project. This building has been designed within the Building Regulations (including Rescode),Building Code of Australia (BCA) and every effort has been made to comply with local planning provisions in respect to the proposed work current attime of completing the drawings. A Town Planning Permit may be required for tree removal.

Occupational Health & Safety - The owner and builder should make themselves aware of their obligations under respective OH & S provisions suchas:- Workcover, Asbestos, Health Act etc

Sustainablility Measure for New Additions to or Re-Erection of Class 1 Building:-Alterations to Class 1 buildings and Class 10a buildings with a conditioned space constructed in accordance with the Victorian energy efficiencymeasures prior to the 5 star standard, i.e. pre 1 July 2004, are required to comply with the Performance Requirements P2.6.1 & P2.6.2 ofthe BCA Volume two 2011.

A rainwater tank or solar hot water unit system is not required when undertaking an alteration to an existing dwelling.:-

1. Class 1 Buildings constructed to the 5 star Standard i.e. post 1 July 2004:Alterations to a building assessed under the 5 Star Standard must ensure that the existing 4 or 5 Star House Energy Rating (HER) of the existingbuilding is maintained.

2. Class 1 Buildings constructed using the DTS:An alteration to an existing building previously assessed under the DTS provisions of part 3.12 should be assessed under the same method.

3. Regulation 608 and partial compliance:The circumstances where the relevant building surveyor (RBS) can accept partial compliance are:-(a) Any building work to alter an existing building including an extension that is not greater than the lesser of:(I) 25% of the floor area of the existing building; or(II) 1000m2

(b) Any alteration that represents more than 50% of the original volume of the building, including any alterations carried out in the previous 3 years.The discretion to allow partial compliance applies to both the building work associated with the alteration and the requirement to bring the remainderof the building into full compliance.

(C) There is no discretion to allow partial compliance where the alteration is an extension to an existing building and the floor area of the extension isgreater than 25% of the floor area of the existing building or 1000m2 (whichever is the lesser). The requirement for full compliance only applies tothe extension and has no impact on the existing building (unless the volume is greater than 50%

Air LeakageAir leakage is a significant factor in achieving a high performance level in terms of energy rating. The energy ratings attached are based on attentionto detail during the construction of the building/s to limit air leakage, specifically:Any exhaust fans and range hood outlets are to be sealed I self-closing type· Entry door and other doors opening exterior of building or to garage are to be sealed, tight fitting with draftexcluding seal fitted to bottom· Doors to WC's, bathrooms and laundries to be sealed, tight fitting with draft excluding seal fitted to bottom.· Opening sashes to all windows and sliding & bi-fold doors are to be fitted with weather seals if not factoryfitted.· Generally all construction gaps are to be flashed; filled and draught sealedFailure to attend to the above will affect the performance of the completed building.

These plans have been prepared for the exclusive use of the customer and for the purpose expressly notified by the author. Any other person whouses or relies on these plans without the authors written consent does so at own risk and no responsibility is accepted by the author for such useand/or reliance.These notes are neither exhaustive nor a substitute for regulations, statutory regulations, building practice or contractual obligations and unlessexpressly stated otherwise are provided only as guidelines.

No responsiblity is accepted for their use.

O H & S

SustainabilityMeasures:

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SHEET NO:

CLIENT PROJECT:

DRAWING TITLE: DESIGN:

DWN BY:

SCALE:

DATE:

COPYRIGHT OF THESE DRAWINGS & ASSOCIATED DOCUMENTATION IS OWNED BY TROY DAWES. REPRODUCTION IN WHOLE OR PARTWITHOUT THE PRIOR PERMISSION OF TROY DAWES WILL CONSTITUTE AN INFRINGEMENT OF COPYRIGHT. INFRINGEMENT WILL BE TAKENUNDER THE PROVISIONS OF THE COPYRIGHT ACT. CONTRACTORS MUST VARIFY ALL DIMENSIONS AND LEVELS ON SITE PRIOR TOCOMMENCEMENT OF ANY WORKS OR SHOP DRAWINGS. ANY DESCREPANCIES TO BE REPORTED FOR CLARIFICATION. ALL WORKS TO BEIN ACCORDANCE WITH THE BCA AND ALL AUSTRALIAN STANDARDS.

Troy Dawes JOB NO:

ADDRESS:

SHEET ............. OF ............. OF DRAWINGS REFERRED TO IN CONTRACT.

SIGNED BUILDER:

OWNER:

DATE:

Ph: 1300787577Email: Melbourne@smith-sons.com.auWeb: www.smith-sons.com.au

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28/10/2015 11:36:01 AM

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Troy Dawes

Site Plan & Roof PlanDean Addition ProjectNo.394 Stoney Creek roadCrob Point, Victoria 3919

TOWN PLANNING ISSUE A 11/09/2015

SCALE 1 : 150

Site Plan

No. Revision Description Date1 Revision 1 Date 1

SCALE 1 : 100

Roof Drainage

40M

M S

TEP

40M

M S

TEP

40M

M S

TEP

Porch

Bed 1

Entry

Bed 2

Bath

Study

Wir

Kit.

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OutdoorEntertaining

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Revised July 2010

All materials and work practices shall comply with, but not limited to, the Building Regulations 2006, the Building Code ofAustralia and all relevant current Australian standards (as amended) referred to therein. These specifications specify onlythe minimum standard of work for the demolition works on residential projects, and all workmanship and precautions shallbe to best trade practice.

Precautions must be taken before and during demolition in accordance with AS 2601-2001: Demolition of Structures.

During the progress of the demolition the works shall be under the continuous supervision of the Demolisher or of anexperienced foreman, and demolition shall be executed storey by storey commencing at the roof and working downwards.

The demolition must not be commenced until the precautionary measures have been inspected and approved by theRelevant Building Surveyor.

The Demolisher shall construct a temporary crossing placed over the footpath, as required by the Council.

No part of any external wall on or within 3.00m of a street alignment may be pulled down, except during the hours thatthe Relevant Building Surveyor directs.

Protective outriggers, fences, awnings, hoarding, barricades and the like must be installed where necessary to guardagainst danger to life or property or when required by the Relevant Building Surveyor.

Dust creating material, unless thoroughly dampened down, shall not be thrown or dropped from the building but shall belowered by hoisting apparatus or removed by material chutes. All chutes shall be completely enclosed and a danger signshall be at the discharge end of every chute.

All practicable precautions shall be taken to avoid danger from collapse of a building when any part of a framed or partlyframed building is removed.

Demolished material shall not be allowed to remain on any floor or structure if the weight of the material exceeds thesafe carrying capacity of the floor or structure, and such material shall not be so piled or stacked that it will endangerworkmen or other persons, and shall be removed as soon as practicable from the site.

No wall, chimney or other structure or part of a structure shall be left unattended or unsupported in such a conditionthat it may collapse due to wind or vibration or other-wise become dangerous.

Before demolition is commenced, and also during the progress of such works, all electrical cable or apparatus which areliable to be a source of danger - other than cable or apparatus used for the demolition works - shall be disconnected.

Arrangements shall be made with the Relevant Electrical Supply Authority for the disconnection of electrical mains supplyexcept that, where partial demolition is proposed, the licensed Electrical Contractor shall satisfy the Relevant ElectricalSupply Authority that the portion of the building to be demolished has been isolated.

The Demolisher shall be responsible for the disconnection of all telecommunication supplies.

The Demolisher shall be responsible to cut and seal any storm water, sewer pipes, water services, gas services and thelike.

The position of capped sewer and storm water drains, sealed-off water supply lines, gas supply lines and the like are tobe clearly marked on the site.

Any septic tank(s) on the demolition site shall be emptied and filled with clean sand, or removed entirely, and any soakwells, leach drains orsimilar apparatus shall be removed or filled with clean sand.

Any swimming pools, ponds or the like either on the demolition site or on the neighbouring allotments where affected bythe demolition works shall be adequately fenced and made safe, so as to comply with AS 1926.1 -Part 1: Fencing forSwimming Pools prior to commencement of any demolition works.

Materials removed or displaced from the building shall not be placed in any street, road or right of way and, beforecommencing, where required, shall be kept sprayed with water so as to prevent any nuisance from dust.

Materials removed or displaced from the building being demolished or materials left standing shall not be burned on thedemolition site.

Removal of buildings by road must be approved by Relevant Councils Traffic Engineer.

A site management plan is to be implemented during demolition works to control sediment runoff in accordance with EPAVictoria publication #275: Construction Techniques for Sediment Pollution Control. Provide 'propex' or equivalent siltfences to the low side of the allotment and around all soil stockpiles and storm water inlet pits/sumps and install 'siltstop' filter bags over all storm water entry pits during demolition works. 'Supergro' or equivalent erosion control fabric tobe placed over garden beds to prevent surface erosion during revegitation period.

It is the builder's responsibility to carry out an audit prior to the commencement of any works to determine if asbestos ispresent in the existing works. Where any asbestos product is found in the proposed works area during initial inspectionor during the course of the demolition works the builder shall engage an authorised and registered contractor for saferemoval and lawful disposal.

Demolition Notes:

EXISTING WALLS TO REMAIN.

WALLS TO BE DEMOLISHED & MADE GOOD. REFERDEMOLITION NOTES.

Wall Legend:

(NCC 2012 BCA Vol 2)All materials and work practices shall comply with, but not limited to the Building Regulations 2006, the NationalConstruction Code Series 2012 Building Code of Australia Vol 2 and all relevant current Australian Standards (asamended) referred to therein.

Unless otherwise specified, the term BCA shall refer to National Construction Code Series 2012 Building Code ofAustralia Volume 2.

All materials and construction practice shall meet the Performance Requirements of the BCA. Where an alternativesolution is proposed then prior to implementation or installation it first must be assessed and approved by theRelevant Building Surveyor as meeting the Performance Requirements of the BCA.

These drawings shall be read in conjunction with all relevant structural and all other consultants drawings/details andwith any other written instructions issued in the course of the contract. Site plan measurements in metres – all othermeasurements in millimetres u.n.o. Figured dimensions take precedence over scaled dimensions. The Builder andSubcontractors shall check and verify all dimensions, setbacks, levels and specifications and all other relevantdocumentation prior to the commencement of any works. Report all discrepancies to this office for clarification.

The Builder shall take all steps necessary to ensure the stability and general water tightness of all new and/orexisting structures during all works.

The Builder and Subcontractor shall ensure that all stormwater drains, sewer pipes and the like are located at asufficient distance from any buildings footing and/or slab edge beams so as to prevent general moisture penetration,dampness, weakening and undermining of any building and its footing system.

These plans have been prepared for the exclusive use by the Client of Smith & Sons Pty Ltd (‘The Designer’) for thepurpose expressly notified to the Designer. Any other person who uses or relies on these plans without theDesigner’s written consent does so at their own risk and no responsibility is accepted by the Designer for such useand/or reliance.

The approval by this office of a substitute material, work practice, variation or the like is not an authorisation for itsuse or a contract variation. Any said variations must be accepted by all parties to the agreement and whereapplicable the Relevant Building Surveyor prior to implementing the said variation.

General Notes:

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DRAWING TITLE: DESIGN:

DWN BY:

SCALE:

DATE:

COPYRIGHT OF THESE DRAWINGS & ASSOCIATED DOCUMENTATION IS OWNED BY TROY DAWES. REPRODUCTION IN WHOLE OR PARTWITHOUT THE PRIOR PERMISSION OF TROY DAWES WILL CONSTITUTE AN INFRINGEMENT OF COPYRIGHT. INFRINGEMENT WILL BE TAKENUNDER THE PROVISIONS OF THE COPYRIGHT ACT. CONTRACTORS MUST VARIFY ALL DIMENSIONS AND LEVELS ON SITE PRIOR TOCOMMENCEMENT OF ANY WORKS OR SHOP DRAWINGS. ANY DESCREPANCIES TO BE REPORTED FOR CLARIFICATION. ALL WORKS TO BEIN ACCORDANCE WITH THE BCA AND ALL AUSTRALIAN STANDARDS.

Troy Dawes JOB NO:

ADDRESS:

SHEET ............. OF ............. OF DRAWINGS REFERRED TO IN CONTRACT.

SIGNED BUILDER:

OWNER:

DATE:

Ph: 1300787577Email: Melbourne@smith-sons.com.auWeb: www.smith-sons.com.au

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2277

02

Author

Level 1 - Existing & DemolitionDean Addition ProjectNo.394 Stoney Creek roadCrob Point, Victoria 3919

TOWN PLANNING ISSUE A 11/09/2015

SCALE 1 : 100

Level 1 - Existing

SCALE 1 : 100

Level 1 - Demolition

No. Revision Description Date

3

2

1

4

1200

2700

X1000 2700

820

820

820

X90

018

00

X900 600

720

720

TOWELRAIL

3 x

820

2 x

820

2 x

820

3 x

720

X18

0016

00X

1800

1600

2 x 720 2 x 720

2 x

720

2 x

720

2 x

720

820

X1500 2400

X15

0060

0

X15

0060

0

900 X900

1700

BAT

H

1800

VAN

ITY

WIN

DOW

SEA

T

300

W O

HC

240

0W

WM

SS

820

X1200 600X1200 2400

720

WAR

DR

OB

ELI

NEN

CPB

D

LIN

EN C

PBD

WAR

DR

OB

E

FEATURE GABLE END

FEA

TUR

E G

AB

LE E

ND

FEATURE GABLE END

FEATURE GABLE END

X1500 900

Bed 2 Study

Bed 1

Entry

Porch

Carport

Outbuilding

Bed 4Carpet

Ens.

Wir

LdryTile

DiningT & G

Living / FamilyT & GKitchen

T & G

SculleryT & G

BathTile

Bed 3Carpet

WcTile

Ver.Deck

OutdoorEntertaining Area

Deck

120 3890 9051090 1800 90 3900 90

90 2400 90

8860 10460 5010 450

9043

4090

1240

9013

0090

2720

9038

1090

9021

2590

2125

9012

4090

2840

9022

9090

900

9017

1090

9060

090

5670

9015

0037

2090

2700

90

9080

1090

1100

450

8190

5760

690

120 1110 90 2100 90 1100 9051090

120 3300 90 1100 600 90 10200 90

90 690 3200 90 4260 90 6150 300 90

510 14960 450

1800

9019

20

16550

1200 90

125

1765

2727

1890

appr

ox

4617

appr

ox

3927

X15

0036

0

X15

0036

0

X1500 2700

REF

REF

SEL.

SIN

K

SEL.

OVE

N

JOINERY

30

0 O

HC

300

OH

C

DW

SEL. SINK

90 2700 90 1800

Adjoining DwellingHab. W

Hab. W

3200

Existing outbuilding to be demolished

EXISTING 600H TIMBER PALING FENCEEXISTING 1600H TIMBER PALING FENCE & 400H LATTICE SCREEN OVER

EXISTING 1600H TIMBER PALING FENCE

EXIS

TIN

G 2

00

0H

TIM

BER

PAL

ING

FEN

CEEXISTING STEEL MESH GATE

EXISTING 1600H TIMBER PALING FENCEEXISTING 1200H HORIZONTAL TIMBER FENCE

Level 1 - FFL 100.00 m

Level 39 103.02 m

3020

Rear Gar. FCL 102.60 m

1100 450

27271550

450 2277

RL 105837

Level 1 - FFL 100.00 m

Level 39 103.02 m

3020

1100

6212

RL 105529

RL 105837

RL 105721

20001 60 0

2 00 0

6 00

EXISTING FENCE LINE

EXISTING FENCE LINE

EXISTING FENCE LINE

Level 1 - FFL 100.00 m

Level 39 103.02 m

3020

Rear Gar. FCL 102.60 m

30°

1600

RL 105837

RL 104888

RL 105529

Level 1 - FFL 100.00 m

Level 39 103.02 m

3020

604860

96

5338

RL 105721

RL 105837

RL 105529

NEW ROOF - SELECTED COLORBOND ROOF CLADDING TO MATCH EXISTING. - COLOURTO OWNERS SPECIFICATIONS. MAIN ROOF PITCHED TO MATCH EXISTING.TO BE CONFIRMED ON SITE BY BUILDER.COLOUR: - MONUMENT

PAINTED TIMBER TO MATCH EXISTING - COLOUR TO OWNERS SPEC

SELECTED TIMBER WEATHERBOARDS WALL CLADDING TO MATCHEXISTING. INSTALLED AS PER MANUFACTURERS SPECIFICATIONS &AS1684 & BCA.COLOURS: - WINDSPRAY

COLORBOND TO MATCH EXISTING, COLOUR TO OWNERS SPECIFICATIONSGUTTERS -

FASCIAS -

PROPOSED WALLS -

Finishes Schedule:

ANY HABITABLE ROOM WINDOW, BALCONY, TERRACE, DECK OR PATIO, WITH A DIRECTVEIW INTO EXISTING DWELLINGS HABITABLE ROOM WINDOW (NOT OFFSET BY 1.5m MIN)OR SECLUDED PRIVATE OPEN SPACE, MEASURED WITHIN 9m RADIUS, AND 45 DEGREESFROM WINDOW EDGE OR DECK ETC PERIMETER, TO BE PROTECTED WITH : -

1. - PERMANENTLY FIXED EXTERNAL SCREENS TO FENCING WITH 25 PERCENT OPEN MAXTO TOP OF 1800mm FENCE MAX HIEGHT OF 2500mm AS PER BCA OR

2. -HAVE A FLOOR LEVEL LESS THAN 0.8m AND A VISUAL BARRIER FENCE 1.8m HIGH MIN.

Overlooking Notes:

WINDOWS - SELECTED TIMBER WINDOWS TO MATCH EXISTING,FRAMES & GLAZING TYPES REFER ENERGY PLAN &ENERGY REPORT, AS PER BCAARCHITRAVES & SILLS - WHITE

A1

OR

IGIN

AL

SHEE

T SI

ZE:

C COPYRIGHT

SHEET NO:

CLIENT PROJECT:

DRAWING TITLE: DESIGN:

DWN BY:

SCALE:

DATE:

COPYRIGHT OF THESE DRAWINGS & ASSOCIATED DOCUMENTATION IS OWNED BY TROY DAWES. REPRODUCTION IN WHOLE OR PARTWITHOUT THE PRIOR PERMISSION OF TROY DAWES WILL CONSTITUTE AN INFRINGEMENT OF COPYRIGHT. INFRINGEMENT WILL BE TAKENUNDER THE PROVISIONS OF THE COPYRIGHT ACT. CONTRACTORS MUST VARIFY ALL DIMENSIONS AND LEVELS ON SITE PRIOR TOCOMMENCEMENT OF ANY WORKS OR SHOP DRAWINGS. ANY DESCREPANCIES TO BE REPORTED FOR CLARIFICATION. ALL WORKS TO BEIN ACCORDANCE WITH THE BCA AND ALL AUSTRALIAN STANDARDS.

Troy Dawes JOB NO:

ADDRESS:

SHEET ............. OF ............. OF DRAWINGS REFERRED TO IN CONTRACT.

SIGNED BUILDER:

OWNER:

DATE:

Ph: 1300787577Email: Melbourne@smith-sons.com.auWeb: www.smith-sons.com.au

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28/10/2015 11:37:13 AM

2277

03

Troy Dawes

Level 1 - Proposed & ElevationsDean Addition ProjectNo.394 Stoney Creek roadCrob Point, Victoria 3919

TOWN PLANNING ISSUE A 11/09/2015

SCALE 1 : 100

Level 1 - Proposed

No. Revision Description Date

SCALE 1 : 100

Elevation 1 - ( West )SCALE 1 : 100

Elevation 2 - ( North )

SCALE 1 : 100

Elevation 3 - ( East )SCALE 1 : 100

Elevation 4 ( South)