pe.4 attachment 3

PE.4 ATTACHMENT 3

IssueID ChID Date01 20/6/19

COPYRIGHT ©THIS DRAWING IS AND SHALL

REMAIN THE PROPERTY OFDENNIS DORICIC DESIGN ANDMAY ONLY BE USED FOR THE

PURPOSE FOR WHICH IT WASCOMMISSIONED.

UNAUTHORISED USE OF THISDOCUMENT IN ANY FORM IS

PROHIBITED.

dennis doricic [email protected]

DP-AD 247960434 827 927

PROPOSED RESIDENCE & SHEDS

SANKEY FAMILY

26 WOODEND-LANCEFIELD RD, LANCEFIELD

SANKEY FAMILY

D DORICIC

01

20/6/19

170506

PLANNING DRAWINGS

COVER SHEET

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S A N K E Y R E S I D E N C EL O T 5 , 2 6 W O O E N D - L A N C E F I E L D R D ,

L A N C E F I E L D






PROHIBITED.


DP-AD 247960434 827 927


SANKEY FAMILY


SANKEY FAMILY

D DORICIC

01

20/6/19

170506

PLANNING DRAWINGS

NOTES & LOT PLAN

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Joinery Drawings:THESE DRAWINGS SHALL BE CONSIDEREDDETAILED DESIGN DRAWINGS. THE DRAWINGS AREAN INDICATION OF THE DESIGNERS DESIGN INTENTAND ARE IN NO WAY TO BE USED AS SHOPDRAWINGS. THE BUILDER SHALL BE RESPONSIBLEFOR THE PROVISION OF SHOP DRAWINGSCONFIRMING ALL JOINERY ITEMS PRIOR TOMANUFACTURE.

Roof lights:WHERE INDICATED PROVIDE SPECIFIED GLAZEDROOF LIGHT IN ACCORDANCE WITH AS 1288 ANDALLOW TO SEAL TO ACHIEVE A WATER TIGHTFINISH. INSTALL GLASS SECTION TO ACT ASDIFFUSER WHERE REQUIRED AND SET 100mmABOVE FINISHED CEILING LEVEL. PROVIDE A 50mmWHITE CSR INSULATION BAT TO TOP OF THEDIFFUSER.

Steel Lintels:REFER TO STRUCTURAL ENGINEERS DRAWINGSFOR THE SPECIFICATION OF ALL STRUCTURALITEMS. ALLOW TO PAINT STEEL LINTELS ABOVEWINDOW AND DOOR OPENINGS WHERE LINTEL ISEXPOSED. PAINT SHALL BE COLOUR MATCHED TOWALL SURFACE UNLESS OTHERWISE INDICATED.

Chimneys:ALLOW TO INSTALL FLUE DAMPNER TO THE TOP OFTHE CHIMNEY BUT BELLOW THE FINISHEDSURFACE. ENSURE CROSS VENTILATION ISADEQUATE. ALL CHIMNEYS TO COMPLY WITHSECTION 3.7.3 OF THE BUILDING CODE OFAUSTRALIA 1996, AND BE INSTALLED INACCORDANCE WITH MANUFACTURESSPECIFICATIONS.

Internal Openings:ALL INTERNAL OPENING HEIGHTS SHALL TYPICALLYMATCH THE OPENING HEIGHTS OF THE EXTERNALOPENINGS ON THE CORRESPONDING FLOOR LEVELUNLESS OTHERWISE NOTED ON DRAWINGS ORSCHEDULES. ALL INTERNAL DOORS SHALL BEMINIMUM 820mm SOLID DOORS UNLESSOTHERWISE SPECIFIED.

Internal Down Pipes:MINIMUM 90mm DIA. PVC DOWN PIPES TO INTERNALWALL CAVITIES UNLESS OTHERWISE SPECIFIED.ALLOW TO PROVIDE ADEQUATE ACOUSTICINSULATION SURROUNDING THE PIPE TO DAMPENANY WATER SOUND. ENSURE A PENETRATION ISALLOWED FOR WITHIN CONCRETE SLABS ANDFOOTINGS TO CONNECT PIPE TO STORM WATERDRAINS.

Australian Standards:ALL WORKS SHALL COMPLY WITH BUT NOT LIMITEDTO THE FOLLOWING CURRENT AUSTRALIANSTANDARDS:A.S. 3959 CONSTRUCTION OF BUILDINGS INBUSHFIRE-PRONE AREAS.A.S. 1288 GLASS IN BUILDINGS - SELECTION ANDINSTALLATION.A.S. 1562 DESIGN AND INSTALLATION OF SHEETROOF WALL CLADDING.A.S. 1684 NATIONAL TIMBER FRAMING CODE.A.S. 1860 INSTALLATION OF PARTICLEBOARDFLOORING.A.S. 2049 ROOF TILES.A.S. 2050 FIXING OF ROOFING TILES.A.S. 2870 (Pt 1) RESIDENTIAL SLABS AND FOOTINGSCONSTRUCTION.A.S. 2904 DAMP-PROOF COURSES AND FLASHINGS.A.S. 3600 CONCRETE STRUCTURES.A.S. 3660.1 CODE OF PRACTICE FOR PHYSICALBARRIERS USED IN THE PROTECTION OF BUILDINGSAGAINST SUBTERRANEAN TERMITES.A.S. 3700 MASONRY IN BUILDINGS.A.S. 3740 WATERPROOFING OF WET AREAS INRESIDENTIAL BUILDINGS.A.S. 3786 SMOKE ALARMS.A.S. 4055 WIND LOADING FOE HOUSING.A.S. 4100 STEEL STRUCTURES.

Termite Control:WHERE THE BUILDING (OTHER THAN A CLASS 10a)IS LOCATED IN A DESIGNATED TERMITEINFESTATION AREA THE BUILDING SHALL BEPROTECTED IN ACCORDANCE WITH A.S. 3660.1.CONTRACTOR TO PROVIDE CERTIFICATE STATINGPROTECTION MEASURES TAKEN AND ATTACHEDWITH MAINTENANCE LOG TO BE FIXED TO THEINSIDE OF THE METER BOX FOR RECORD.Setout:

FOOTINGS NOT TO ENCROACH TITLE BOUNDARIESAND EASEMENT LINES. IT IS RECOMMENDED THATWHERE BUILDINGS ARE BUILT WITHIN CLOSEPROXIMITY OF TITLE BOUNDARIES A RE-ESTABLISHMENT SURVEY BE CARRIED OUT BY ALICENSED LAND SURVEYOR AND THE BUILDINGSETOUT BE VERIFIED BY SAME.

Coastal Construction:FOR BUILDINGS IN CLOSE PROXIMITY TO THE SEAENSURE THAT ALL STEEL BRICK CAVITY TIES ANDSTEEL LINTELS ETC. THAT ARE IMBEDDED OR FIXEDINTO MASONRY BE PROTECTED IN ACCORDANCEWITH A.S. 1650 OR A.S. 3700-1988 TABLE 22 HOTDIPPED GALVANISED STAINLESS STEEL.

Cavity Brick:PROVIDE CAVITY BRICK WALL TIES TO BRICKWORKAT MAXIMUM 600mm CRS IN EACH DIRECTION ANDWITHIN 300mm OF ARTICULATION JOINTS.

Sub-Floor Ventilation:SUB-FLOOR VENTS TO PROVIDE A RATE OF 7500mmSQ. CLEAR VENTILATION PER 1000mm RUN OFEXTERNAL MASONRY WALL AND 22000mm SQ.CLEAR VENTILATION PER 1000mm RUN OFINTERNAL DWARF WALLS.

Sub-Floor Clearance:PROVIDE CLEARANCE FROM UNDERSIDE OFBEARER TO FINISHED GROUND LEVEL OF 150mmFOR FLOOR WITH STRIP FLOORING UP 200mm FORFLOORS WITH PARTICLEBOARD/PLY FLOORING.

Building Regulations:THESE NOTES ARE NOT A SUBSTITUTE FORREGULATIONS, STATUTORY REQUIREMENTS, GOODBUILDING PRACTICE OR CONTRACTUALOBLIGATIONS AND UNLESS EXPRESSLY STATEDOTHERWISE ARE PROVIDED ONLY AS GUIDELINES.IF ANY DISCREPANCY IN NOTATIONS ORDOCUMENTS IS DISCOVERED THE BUILDER IS TOINFORM AUTHOR PRIOR TO THE COMMENCEMENTOF WORKS.

Stairs:STAIR REQUIREMENTS (OTHER THAN SPIRALSTAIRS) UNLESS OTHERWISE INDICATED:RISERS - 190mm MAXIMUM, 115mm MINIMUM.GOING - 355mm MAXIMUM, 240mm MINIMUM.RISERS AND TREADS TO BE CONSTANT IN SIZETHROUGHOUT FLIGHT. PROVIDE NON-SLIP FINISHOR SUITABLE NON-SKID STRIP NEAR EDGE OFNOSINGS. ENSURE MAXIMUM GAP BETWEENRISERS NOT TO EXCEED 125mm OR USE CLOSEDRISERS.

Wind Gust:REFER TO STRUCTURAL ENGINEERSDOCUMENTATION FOR CONFIRMATION OF WINDGUST SPEED FOR THE SITE. ENSURE THATCORRECT FIXINGS AND BRACINGS ARE PROVIDEDIT ACCORDANCE WITH ENGINEERSRECOMMENDATIONS.

External Timber:TIMBERS EMBEDDED IN EARTH TO BE RED GUM ORSIMILAR APPROVED. EXPOSED EXTERNALSTRUCTURES (INCLUDING PERGOLAS) TO BECYPRESS PINE UNLESS OTHERWISE NOTED. PRIMEALL EXPOSED EXTERNAL TIMBERS BEFORE FIXINGINTO POSITION, INCLUDING WEATHERBOARDS,JOISTS, BEARERS ETC.

License Agreement:THESE PLANS HAVE BEEN PREPARED FOR THEEXCLUSIVE USE BY THE CUSTOMER ONE TIMEONLY, AND ONLY FOR THE PURPOSE EXPRESSLYNOTIFIED TO THE AUTHOR. ANY OTHER PERSONWHO USES OR RELIES ON THE PLANS WITHOUTTHE AUTHOR'S WRITTEN CONSENT DOES SO ATOWN RISK, AND IN BREACH OF 'COPYRIGHT' AND'INTELLECTUAL PROPERTY' LAW, AND NORESPONSIBILITY IS ACCEPTED BY THE AUTHORFOR SUCH USE AND / OR RELIANCE.

Queries:PLEASE FORWARD ANY QUERIES REGARDINGTHESE DOCUMENTS TO DENNIS DORICIC DESIGNAS SOON AS POSSIBLE.

Energy Rating:THESE DOCUMENTS ARE TO BE READ INCONJUNCTION WITH THE CERTIFIED 'FIRST RATE'ENERGY RATING REPORT. ALL CONSTRUCTIONWORKS ARE TO STRICTLY COMPLY WITH THEREPORTS RECOMMENDATIONS. ANY QUERIES TOBE FORWARDED IN WRITING PRIOR TOCOMMENCEMENT OF CONSTRUCTION.

Carpet:SUPPLY AND INSTALL SELECTED CARPET ASSPECIFIED IN THE INTERIOR FITOUT DOCUMENTSWHERE INDICATED IN ACCORDANCE WITHMANUFACTURER'S SPECIFICATIONS. SUPPLY ANDINSTALL A STAINLESS STEEL CARPET STRIP ATJUNCTION BETWEEN CARPET AND OTHER FLOORSURFACES.

Hot Water System:SUPPLY AND INSTALL THE SELECTED HWS UNIT ASSPECIFIED IN THE INTERIOR FITOUTSPECIFICATION ALLOW FOR SUPPLY PIPES TO BEHOUSED WITHIN THE ROOF SPACE AND ENSURELAYOUT IS COMPATIBLE WITH THE REQUIREMENTSOF MANUFACTURER. CONCEAL AND INSULATEPIPE WORK WHERE NECESSARY.

Levels:ALL LEVELS INDICATED ON THESE DRAWINGS AREINDICATED AS NATURAL SURFACE LEVELS (NSL00.000 ) AND FINISHED SURFACE LEVELS (FSL00.000). NOTE THAT FINISHED LEVELS ARE TO BETHE GOVERNING BUILDING LEVELS. ALL FINISHEDLEVELS MAY VARY AT DESIGNERS DISCRETION DUETO INCONSISTENT PRODUCT SUPPLY ANDUNAVAILABLE PRODUCT. ALL FINISHED LEVELS ARETO BE CONFIRMED PRIOR TO APPLICATION OFFINISHES.

Manholes:SUPPLY AND INSTALL 600x600 RONDO FLUSHMOUNTED MANHOLES AS REQUIRED.

Steelwork:ENSURE THAT ALL EXPOSED STEEL IS HOT DIPPEDGALVANISED AND WALL TIES COMPLY WITH AS3700.

Concrete Slabs:REFER TO STRUCTURAL ENGINEERS DRAWINGSFOR CONCRETE SLAB SPECIFICATIONS. ALLOW TOPROVIDE TWO LAYERS OF SEALED 3mmPOLYURETHANE WATER PROOF MEMBRANE ON AMINIMUM OF 50mm SAND BED UNDER SLAB.

Floor Levels:ALLOW TO ENSURE THAT THE JUNCTION WHERETWO DIFFERENT FLOOR FINISHES INTERSECT ARELEVEL WITH EACH OTHER AS A FINISHED LEVELUNLESS OTHERWISE INDICATED AS FSL ONDOCUMENTS.

Cable Provider:ALLOW TO CONNECT TO EXISTING CABLEPROVIDER FOR AREA WITH THE A 60mm UPVCCONDUIT FROM FRONT BOUNDARY TO UTILITY ANDMETER LOCATIONS.

Tanking:PROVIDE BITUMEN TANKING IN CONJUNCTION WITH'NYLEX CORE DRAINS' AND 'STRIP DRAINS' TOSUBTERRANEAN WALLS AND RETAINING WALLSWHERE REQUIRED. ALLOW TO PROVIDE A WATERTIGHT FINISH. REFER TO MANUFACTURESINSTALLATION REQUIREMENTS FOR DETAILS.

Power:ALLOW TO SUPPLY ELECTRICAL CABLESUNDERGROUND IN UPVC CONDUIT FROM THENEAREST POWER POLE IN STRICT ACCORDANCEWITH THE RESPONSIBLE AUTHORITIESREGULATIONS.

Edge Strips:PROVIDE STAINLESS STEEL EDGE STRIP TO THEJUNCTION OF CHANGES IN FLOORING FINISHESUNLESS OTHERWISE SPECIFIED.

Vegetation:ALLOW TO REMOVE TREES AND SHRUBS ASINDICATED ON ARCHITECTURAL AND LANDSCAPEDRAWINGS. PRIOR TO REMOVAL THE CONTRACTORSHALL CONFIRM REMOVAL REQUIREMENTS ANDPERMISSIONS WITH THE LOCAL AUTHORITY.ENSURE ALL REMOVED MATERIAL ISTRANSPORTED FROM SITE PRIOR TO BUILDINGWORKS.

Timber Framing:ALL TIMBER FRAMING TO COMPLY WITH THETIMBER FRAMING CODE OF VICTORIA, ITSSUPPLEMENTAL TABLES AND AUSTRALIANSTANDARD 1684-SAA TIMBER FRAMING CODE. ALLSIZES ARE MINIMUM ALLOWABLE.

External Door Thresholds:SUPPLY AND INSTALL JARRAH THRESHOLDS TO AllEXTERNAL DOORS UNLESS OTHERWISE NOTED.THRESHOLD TO FINISH UNDER DOOR LINE SO ASNOT THE BE SEEN FROM INSIDE. REFER TOFINISHES SCHEDULE.

Rangehood Flue:ALLOW TO INSTALL NORMAL FLUE COMPONENTSTO NEGOTIATE THE BUILDING STRUCTURE AND TOCOMPLY WITH ALL APPLICABLE FIRE REGULATIONSTO ACHIEVE A SATISFACTORY EXTERNAL VENTINGFLUE.

Floor Tiles:SUPPLY AND INSTALL SELECTED TILE AS SPECIFIEDIN THE FINISHES SCHEDULE. CONFIRM SETOUTPRIOR TO LAYING TILES. INSTALL WHOLE TILEWHEREVER POSSIBLE.

Agricultural Drains:PROVIDE 100mm DIA. SLOTTED UPVC PIPE TO THEBASE OF ALL BANKS AND RETAINING WALLS ANDWHERE INDICATED IN ARCHITECTURAL, CIVIL ANDLANDSCAPE DOCUMENTS. CONNECT DRAIN TOSTORM WATER VIA SILT PIT. ENSURE ALL DRAINSFALL IN ACCORDANCE WITH THE BCA.

Excavation:EXCAVATION IS TO BE CARRIED OUT INACCORDANCE WITH THE LEVELS INDICATED WITHINTHESE DOCUMENTS AND TO THERECOMMENDATIONS OF THE STRUCTURALENGINEER AND GEOTECHNICAL ENGINEER.

Windows and Doors:MANUFACTURE ALL WINDOWS AND DOORS ASSHOWN ON THE PLANS AND ELEVATIONS ANDSPECIFIED IN THE DOOR/WINDOW SCHEDULES ANDDETAILS. ALL GLAZING WORK IS TO BE THERESPONSIBILITY OF THE GLAZIER AND ALL GLAZINGMUST COMPLY WITH A.S. 1288 AND AS 2208. ALLWINDOWS AND DOORS ARE TO BE SEALED WITHAPPROPRIATE 'RAVEN' SEALS.

Render:ALLOW TO APPLY A 10mm THICK RENDER MIXTURETO MASONRY WALLS WHERE INDICATED UNLESSOTHERWISE SPECIFIED. PROVIDE SAMPLEPORTIONS OF RENDER FOR APPROVAL BY PRIORTO APPLICATION OF FINISHED COAT.

Architectural Mouldings:ALL MOULDINGS ARE TO BE SUPPLIED BYAPPROVED MANUFACTURER. ALLOW TO SET OUTBRICKWORK WHERE REQUIRED AND INSTALLMOULDS IN ACCORDANCE WITH DETAILS ANDMANUFACTURERS INSTRUCTIONS.

Smoke Detectors:INSTALL INTERLINKED HARDWIRED TYPE SMOKEDETECTORS WITH BATTERY BACK UP WHEREINDICATED UNLESS OTHERWISE SPECIFIED AND INACCORDANCE WITH AS3786.

Party Wall FRL's:PARTY WALL TO EXTEND TO ROOF LINE AND BESEALED WITH FIRE RETARDING EXPANDING FOAM.

Toilet Doors:ALLOW TO PROVIDE ALL DOORS LEADING TOTOILETS WITHIN 1.2 METRES OF THE PANS EDGEWITH REMOVABLE HINGES. DOOR IS TO BE ABLE TOBE REMOVED FROM OUTSIDE OF ROOM.

Hard Plaster:WERE SPECIFIED PROVIDE A MINIMUM OF 10mmHARD PLASTER TO WALLS. ALLOW TO PROVIDEADEQUATE COVERAGE TO PREVENT CRACKINGAND ACHIEVE A SMOOTH FLAT SURFACE.

Flashing and Cappings:ALLOW TO INSTALL ZINCALUME FLASHINGS ANDCAPPINGS TO REQUIRED AREAS AND ALLOW TOSEAL AND PROVIDE A WATER TIGHT FINISH.

Ceiling:SUPPLY AND INSTALL 10mm PLASTERBOARDCEILING LINING FIXED TO 'RONDO' (OR SIMILAR)FURRING CHANNEL IN ACCORDANCE WITHMANUFACTURERS DETAILS.

Dimensioning:ALL DIMENSIONS WITHIN THESE DOCUMENTS ARETO BE VERIFIED BY THE NOMINATED BUILDERPRIOR TO CONSTRUCTION. THE SET OUT OF THEBUILDING SHALL BE CARRIED OUT BY THENOMINATED LAND SURVEYOR. ANYDISCREPANCIES IN DIMENSIONING SHOULD BEBROUGHT TO THE ATTENTION OF THE ARCHITECTPRIOR TO THE COMMENCEMENT OF ANY WORKS.THESE DRAWINGS ARE STRICTLY NOT TO BESCALED FROM. USE FIGURED DIMENSIONS ONLY.

Joinery:REFER TO JOINERY DRAWINGS ANDSPECIFICATIONS FOR ALL DETAILS ON CABINETS,APPLIANCE LOCATIONS AND PLUMBINGLOCATIONS. ALLOW TO CONSTRUCT PLASTERBULKHEADS ABOVE JOINERY WHERE INDICATED.CABINET MAKER TO VERIFY ALL DIMENSIONS ONSITE AFTER PLASTERBOARD AND FLOOR FINISHESARE FITTED PRIOR TO COMMENCEMENT OF WORK.

Masonry Articulation Joints:REFER TO STRUCTURAL ENGINEERS DRAWINGSFOR SPECIFICATIONS ON THE PERFORMANCECRITERIA FOR ARTICULATION JOINTS. REFER TOARCHITECTURAL DRAWINGS FOR SUGGESTEDLOCATIONS OF ARTICULATION JOINTS. ALL JOINTSTO BE SEALED AND FINISHED AS TYPICAL WALLFINISH SPECIFIES.

Responsible Authority Permits:THE RESPONSIBLE BUILDER SHALL ENSURE THATALL THE REQUIRED PERMITS AND DISPENSATIONSHAVE BEEN APPROVED IN ACCORDANCE WITH THEDOCUMENTS PROVIDED FOR CONSTRUCTIONPRIOR TO ANY WORKS COMMENCING ON SITE.

Landscaping:REFER TO THE LANDSCAPE ARCHITECTSDOCUMENTS FOR ALL SOFT AND HARDLANDSCAPING SPECIFICATIONS. LANDSCAPEDRAWINGS TO TAKE PRECEDENCE OVERARCHITECTURAL DRAWINGS IN REGARDS TOPAVING AND PLANTER BEDS.

External Down Pipes:PROVIDE 100x50 EXTERNAL DOWN PIPES (UNO) ASREQUIRED AND FIXED TO WALL VIA CONCEALEDFIXING STAND OFF BRACKETS. ENSURE APENETRATION IS ALLOWED FOR WITHIN CONCRETESLABS AND FOOTINGS TO CONNECT PIPE TOSTORM WATER DRAINS.

Balustrading:ENSURE NO GAP BETWEEN PICKETS ORBALUSTRADING MEMBERS EXCEEDS MORE THAN125mm, AND TO BE NON CLIMBABLE FORMAT INACCORDANCE WITH THE BCA.

Handrails:ALL HAND RAILS ARE TO BE SET A MINIMUM OF1000mm ABOVE LANDINGS AND 900mm ABOVE THENOSING OF STAIRS AND COMPLY WITH THE BCA.

Shower Screen:SUPPLY FRAMELESS SHOWER SCREEN APPROX.2400mm HIGH IN SELECTED TOUGHENED SAFETYGLASS IN ACCORDANCE WITH AS 1288. PROVIDECHROME HINGES TO DOOR. ALLOW TO SECURESCREEN INTO FLOOR AND WALL RECESSES.PROVIDE 40mm DIA. HOLE IN GLAZING AT 900mmAFL AND SMOOTH EDGES TO ACT AS DOORHANDLE.

Structural Engineer:THESE DRAWINGS ARE TO BE READ INCONJUNCTION WITH THE STRUCTURAL ENGINEERSDRAWINGS AND SPECIFICATIONS. THE ENGINEERSDOCUMENTS SHALL TAKE PRECEDENCE FORSTRUCTURAL DETAILS. THE DESIGNER SHALL BENOTIFIED BY THE BUILDER WITH ANYDISCREPANCIES PRIOR TO ANY WORKS.

Building Quality:THE BUILDER IS TO ENSURE THAT ALL FAULTY ORSUB STANDARD FIXTURES AND BUILDINGMATERIALS ARE EXCLUDED FROM INSTALLATIONOR USE AND ARE REPLACED IN ACCORDANCE WITHTHEIR SPECIFICATION.

Safety Glazing:INSTALL SAFETY GLAZING TO THE FOLLOWING:1. WINDOWS BELOW 500mm FROM FL.2. WINDOWS BELOW 1200mm ABOVE BATH.3. WINDOWS BELOW 1200mm FROM FL IN LAUNDRY.4. WINDOWS 300mm FROM DOOR HORIZONTALLY.5. SHOWER SCREENS.ALL GLAZING TO COMPLY WITH AUSTRALIANSTANDARD 1288 AND THE REQUIREMENTS OF THEBUILDING CODE OF AUSTRALIA.

Box Gutters:ALLOW TO INSTALL MINIMUM 150 DEEP x 300 WIDEZINCALUME BOX GUTTER WHERE INDICATED.PROVIDE ZINCALUME FLASHING TO GUTTER ANDENSURE A WATER TIGHT FINISH.

Mechanical Ventilation:INSTALL EXHAUST FANS TO ALL AREASCONTAINING EITHER WC, SHOWER OR BATH. FANTO COMPLY WITH THE REQUIREMENTS OF THE BCAAND AS. PROVIDE A 15mm GAP TO THE BOTTOM OFDOORS INTO ROOMS CONTAINING FAN UNITS TOALLOW FOR THE FLOW OF AIR BETWEEN. ALL FANSARE TO BE DUCTED TO VENTILATE TO EXTERNALATMOSPHERE.

Shower Base:PROVIDE 50mm STRUCTURAL RECESS TO SHOWERBASE. ALLOW TO TANK AND SEAL BASE AND WALLSOF SHOWER WITH FIBREGLASS MEMBRANE ANDRESIN AND APPLY CEMENT SCREED TO ALLOW TILESTO FALL TO CHROME FLOOR WASTE. ENSURETHERE IS 5mm SET DOWN TO FINISHED TILED LEVELFROM FLOOR TO BASE. DO NOT PROVIDE HOB TOSHOWER.

Damp Proof Course:INSTALL BITUMINOUS DPC BETWEEN FLOOR LEVELAND FOOTINGS IN ACCORDANCE WITH AS 3700.

Weep Holes:ALLOW TO PROVIDE WEEP HOLES ABOVE ALLOPENINGS AND AT FLOOR LEVEL AT 1200 CENTRES.PROVIDE FLASHING TO WEEP HOLES INACCORDANCE WITH THE BCA.

Gas:ALLOW TO CONNECT TO THE GAS MAINS IN STRICTACCORDANCE WITH THE RELEVANT AUTHORITIESREGULATIONS.

Site Conditions:THE BUILDER SHALL BE RESPONSIBLE FOR ALLWORKS CARRIED OUT ON SITE AND ALL WORKSWITHIN THE SCOPE OF WORKS. THE BUILDERSHALL ALLOW TO PROVIDE ADEQUATEPROTECTION TO ADJOINING PROPERTIES,ADJOINING BUILDINGS, AND ANY PERSONSPASSING THE SITE. ANY DAMAGE INCURRED TOADJOINING PROPERTIES AND TO THE WORKSSHALL BE REPLACED BY THE BUILDER AT NOADDITIONAL COST TO THE OWNER. THE BUILDERSHALL ENSURE THAT ALL WORKS ARE CONTAINEDWITHIN THE TITLE PARAMETERS. THE BUILDERSHALL MAINTAIN A CLEAN AND SAFE SITE WITH THEREGULAR REMOVAL OF ALL RUBBISH.

InsulationPROVIDE MINIMUM R3.0 INSULATION TO ALL ROOFCAVITIES AND INSULATION TO ALL EXTERNAL STUDWALLS TO R2.0 AND IN ACCORDANCE WITH THEBUILDING CODE OF AUSTRALIA. REFER TO 'FIRSTRATE' ENERGY RATING REPORT FOR FURTHERDETAILS.

Copyright:THIS DESIGN AND ALL DOCUMENTS AFFILIATEDWITH IT AND ALL WORKS EXECUTED FROM THESEDOCUMENTS SHALL REMAIN THE PROPERTY OFDENNIS DORICIC DESIGN IN ACCORDANCE WITHTHE LAWS OF COPYRIGHT AND SHALL NOT BEREPRODUCED IN ANY FORM WITHOUT WRITTENCONSENT FROM THE AUTHOR AND IS NOT TO BEUSED IN ANY MANNER PREJUDICIAL TO THEINTEREST OF 'DENNIS DORICIC DESIGN'.

Wet Area Seal:PROVIDE FIBREGLASS TANKING AND SELECTEDRESIN TO FLOORS OF BATHROOMS, EN SUITES ANDLAUNDRIES. ALLOW TO RETURN SEAL UP WALLS150mm. PROVIDE WATER RESISTANTPLASTERBOARD TO ALL WET AREA WALLS. ALLOWTO RETURN TANKING SEAL UP WALLS IN SHOWERAND BEHIND BATHS, VANITIES, SINKS ANDTROUGHS IF WITHIN 75mm OF WALL. ALL WETAREAS TO COMPLY WITH BCA F1.7 AND AS3740.

Sewer:ALLOW TO CONNECT TO THE BOUNDARY TRAP INACCORDANCE WITH MELBOURNE WATER AND THELOCAL AUTHORITIES REQUIREMENTS. ALLPLUMBING WORKS TO COMPLY WITH THE CURRENTAUSTRALIAN STANDARDS.

Documents:THESE DRAWINGS ARE TO BE READ INCONJUNCTION WITH ALL CONSULTANTSDOCUMENTS INCLUDING ARCHITECTURAL,STRUCTURAL ENGINEERING, CIVIL ENGINEERING,LAND SURVEYORS, LANDSCAPE DESIGNERS,GEOTECHNICAL ENGINEERS AND MECHANICALENGINEERS DRAWINGS AND SPECIFICATIONS.

Storm Water:SUPPLY MINIMUM 100mm DIA. UPVC PIPES TO ALLSTORM WATER DRAINS UNLESS OTHERWISESPECIFIED. ALLOW TO ENSURE ALL FALLS ARE INACCORDANCE WITH THE AUSTRALIAN STANDARDSAND MAINTAINED WITH BLUE STONE SCREENINGS.PROVIDE INSPECTION OPENINGS AS REQUIRED.ALL PLUMBING WORKS TO COMPLY WITH THERELEVANT AUSTRALIAN STANDARDS. CONNECTIONTO THE SPECIFIED LEGAL POINT OF DISCHARGESHALL BE IN ACCORDANCE WITH THE LOCALAUTHORITIES REQUIREMENTS AND AN INSPECTIONPOINT PROVIDED.

BCA/NCC:ALL WORKS ARE TO COMPLY WITH, BUT NOTLIMITED TO, THE CURRENT BUILDING CODE OFAUSTRALIA AND NATIONAL CONSTRUCTION CODESERIES (NCC).

BAL:ALL WORKS ARE TO COMPLY WITH, BUT NOTLIMITED TO, THE CURRENT AUSTRALIAN STANDARDAS3959 FOR THE CONSTRUCTION OF BUILDINGS INBUHFIRE-PRONE AREAS.

N

260,000

15,00

0

236,000

15,00

0

60,94

0

30,000

ALL-WEATHER ACCESS DRIVEWAYSEE SITE PLAN FOR DETAILS

697.57140º14'

506.16320º14'

WOO

DEND

-LAN

CEFI

ELD

RD

167.5

323

0º14

'

LOT 5

10m EASEMENT257.410º50'

P & W FENCE

DAM

DAM

DAM

GRASSLAND

LOT 6RESIDENCE

(148m)

LOT 4RESIDENCE

(56m)

SHED

SHED

RES

LOT PLAN1:25001

THE WORKS.

SPECIFIC NOTES

AUTHORITIES HAVING JURISDICTION OVER THE WORKS.

LITRES / SEC CLEAN AIR.

250mm (COMMERCIAL).

WITH AS3660.

THE BUILDING AND OR PLANNING PERMITS.

LOADINGS (INCLUDING ANY CONSTRUCTION LOADS).

LOADINGS AND WEATHER CONDITIONS.

1. ALL MATERIALS AND BUILDING WORKS ARE TO COMPLY WITH THE REQUIREMENTS OT THE B.C.A,CURRENT AUSTRALIAN STANDARDS, AND THE STATUTORY REQUIREMENTS AND BY LAWS OF ALL LOCAL

2. ALL CONTRACTORS TO VERIFY ALL LEVELS AND DIMENSIONS ON SITE BEFORE COMMENCING ANY OF

3. ALL CONCRETE FOOTINGS, PADS AND FLOOR SLABS TO BE CONSTRUCTED IN ACCORDANCE WITHATTACHED ENGINEERS DRAWINGS, COMPUTATIONS AND SOIL REPORTS.4. ALL FRAMING SHALL BE STRICTLY IN ACCORDANCE WITH THE TIMBER FRAMING MANUAL, TIMBERFRAMING CODE - AS1684 AND IN ACCORDANCE WITH ENGINEERS DRAWINGS AND OR COMPUTATIONS.5. ALL BRICKWORK IS TO COMPLY WITH AS3700 MASONRY CODE AND AMENDMENTS.6. PROVIDE EXPANSION JOINTS (CONTROL JOINTS) IN BRICKWORK IN ACCORDANCE WITH THE CEMENTAND CONCRETE ASSOCIATIONS TECHNICAL NOTE TN 61 AND IN COMPLIANCE WITH AS3700 AND AS PERTHE RECCOMENDATIONS MADE IN THE GEOTECHNICAL SITE INVESTIGATION REPORT.7. PROVIDE IMPERVIOUS FLOOR AND WALL COVERINGS AS REQUIRED BY THE B.C.A CLAUSE 3.8.1WATER RESISTANT SUBSTRATES TO CONSIST OF EITHER HARDIES VILLABOARD OR WRPLASTERBOARD, WATER RESISTANT WALL LININGS TO CONSIST OF EITHER CERAMIC TILES ORPREFINISHED WALL PANELS SEALED WITH FLEXIBLE SEALENTS AT JOINTS.8. 10mm THICK PLASTERBOARD TO ALL INTERNAL WALLS AND CEILINGS U.N.O.9. INSULATION TO BE PROVIDED IN ACCORDANCE WITH VIC TABLE 1.2.3 OF THE B.C.A OPTION A,

ROOF OR CEILING - R 3.5 Bulk Insulation between ceiling joists.EXTERNAL WALLS - R 2.0 Double sided sisalation or R 2.0 Batts between studs, (R2.0 to Timber floors if applicable)10. SMOKE DETECTOR: INSTALL AS PER PART 3.7.2 OF THE B.C.A AND TO COMPLY WITH AS3786.SMOKE DETECTOR - self contained battery / mains type to AS3786.

ALL GLAZING TO AS1288, INCLUDING SAFETY GLASS TO ALL GLAZING BELOW 500mm FROM FLOORHEIGHT, SLIDING DOORS AND SIDELIGHTS, BATHROOM WINDOW AND SHOWER SCREENS.12. WHERE REQUIRED MECHANICAL VENTILATION DUCTED TO EXHAUST FAN SHALL PROVIDE 25

13. THESE DRAWINGS TO BE READ IN CONJUNCTION WITH ATTACHED ENGINEERS DRAWINGS AND/ORCOMPUTATIONS, SITE INVESTIGATION (SOIL REPORT) , "GENERAL SPECIFICATIONS FOR DOMESTIC ANDOTHER APPROPRIATE BUILDINGS NOT EXCEEDING 12m IN HEIGHT" PREPARED BY THE HOUSINGINDUSTRY ASSOCIATION PTY LTD, AND ALL OTHER DOCUMENTS APPROVED AND ISSUED AS PART OF

14. DO NOT SCALE FROM THESE DRAWINGS. USE FIGURED DIMENSIONS ONLY, VERIFY ALL DIMENSIONS,LEVELS AND DETAILS LISTED AND/OR AS SHOWN ON THESE DRAWINGS AND SCHEDULES PRIOR TOCARRYING OUT ANY OFF SITE FABRICATION, OR ORDERING OF ANY MATERIALS OR ASSEMBLIES TO BEINCORPORATED INTO THE WORKS. REPORT ALL DISCREPANCIES BEFORE PROCEEDING.15. UNLESS SHOWN OTHERWISE (BY LIGHTING AND POWER LAYOUT PLANS) LIGHTING AND POWEROUTLET LOCATIONS SHALL BE AS DIRECTED BY THE PROPRIETOR/S. (MAX 5 Watts/m2 LIGHTING OUTPUT)16. ALL STEPS TO HAVE A MAXIMUM RISE OF 190mm AND A MINIMUM TREAD OF 240mm (DOMESTIC)

17. THE BUILDER SHALL ENSURE THAT ALL STRUCTURAL MEMBER SIZES DETAILED ON THESEDRAWINGS AND OR INCORPORATED INTO THE WORKS SHALL BE ADEQUATE FOR THE INTENDED

18. THE BUILDER SHALL TAKE ALL MEASURES AND PROVIDE ALL MATERIAL BOTH PERMENANT ANDTEMPORARY TO PROTECT THE STRUCTURE (INCLUDING EXISTING STRUCTURES) FROM ADVERSE

19. CHECK WITH THE LOCAL BUILDING AUTHORITY REGARDING THE REQUIREMENT FOR PROTECTIONAGAINST SUBTERRANEAN TERMITES. IF REQUIRED ADOPT A METHOD OF PROTECTION COMPLYING

22. NO RESPONSIBILITY WILL BE ACCEPTED BY DENNIS DORICIC DESIGN FOR WORKS CARRIED OUT THATHAVE NOT BEEN DETAILED ON THESE DRAWINGS. THESE DRAWINGS SHALL NOT BE ALTERED IN ANY FORMWITHOUT THE PERMISSION OF DENNIS DORICIC DESIGN.

20. ALL STEELWORK CONNECTIONS TO BE MADE WITH 10mm PLATE & 2-M12 BOLTS UNO.21. DOORS OF SANITARY COMPARTMENTS TO COMPLY WITH CLAUSE 3.8.3.3 OF THE B.C.A.

23. THESE GENERAL NOTES ARE NOT A SUBSTITUTE FOR BUILDING OR STATUTORY REGULATIONS AND ARELISTED AS GUIDELINES. BUILDER IS BOUND BY CONTRACTUAL OBLIGATIONS AND NO RESPONSIBILTY ISACCEPTED BY DENNIS DORICIC DESIGN FOR MISUSE.

11. ALL WINDOWS ALUMINIUM IMPROVED, SLIDING OR FIXED SASHES UNLESS INDICATED OTHERWISE

ACHIEVING THE FOLLOWING VALUES (UNLESS NOTED OTHERWISE ON AN ENERGY EFFICIENCY RATING REPORT)

6 STAR ENERGY RATING REQUIREMENTS:SARKING TO BE USED UNDER ROOFING. PROVIDE MIN R5.0 INSULATION TO CEILINGS, R2.5 TO WALLS. ALLNEW WINDOWS & DOORS TO BE ALUMINIUM FRAMED (DOUBLE GLAZED) UNLESS NOTED OTHERWISE.HOLLAND BLINDS INSTALLED INTERNALLY - ALLOWED BY SEAV. ALL UTILITY AREAS TO BE FITTED WITHSELF CLOSING EXHAUST FANS AND HAVE SEALED DOORS. ALL EXTERNAL DOORS, WINDOWS, GAPS ANDCRACKS TO BE SEALED WITH WEATHERSTRIPS.






PROHIBITED.


DP-AD 247960434 827 927


SANKEY FAMILY


SANKEY FAMILY

D DORICIC

01

20/6/19

170506

PLANNING DRAWINGS

SITE PLAN

3 of 8


..project

..client

..location

..designer

..drawn

..issue

..issued

..proj no

..version

..sheet name

..sheet no

..filename



N

5,000

15,00

0

15,00

0

30,000

60,94

0

24,00015,80

0

TBMTOP OF SCREW IN FENCE

RL 100.00

506.16320º14'1200H P & W FENCE

1200

H P

& W

FEN

CE

98.0

97.0

96.0

x 99.7

6

96.0

97.0

98.0

99.0

99.0

ALL-WEATHERACCESS DRIVEWAY

ALL-WEATHERACCESS DRIVEWAY18x12 STORAGE

SHED - COLORBOND(FFL 93.9)

30x18 MACHINERYSHED - COLORBOND

(FFL 96.5)

RESIDENCE(FFL 97.0)

GARAGE(FFL 96.81)

95.0

95.0

VERANDAH(FFL 96.85)

TAYL

EX S

EPTI

C SY

STEM

&EF

FLUE

NT LI

NES

10kltWATERTANK

10kltWATERTANK

DAM

SWD

TO TA

NKS

& LP

D

NOTE:SEE LCA FOR DETAILS OFWASTEWATER TREATMENT

30x9 LEAN-TO

VERANDAH

SWD

OVER

FLOW

TO D

AM

94.0

94.0

93.0

93.0

ALL-WEATHERACCESS DRIVEWAY

SITE PLAN1:5001

SITE NOTES:DISCHARGE STORMWATER & SEWER SYSTEMS TO LEGAL POINTS OFDISCHARGE.ALL STORMWATER DRAINS TO BE 100mmØ LAID AT 1:100, MIN 100mmCOVER AND AS PER B.C.A. VOL 2 PART 3.1.2.STORMWATER LAYOUT TO BE DETERMINED ON SITE AT THE DRAINERSDISCRETION.ALL DOWNPIPES TO BE 100x50 COLOURBOND AT MAX 12m SPACINGS.

BUILDER TO INSTALL SOLAR HOT WATER SERVICE OR RAINWATERTANKS FOR GREY-WATER REUSE.

BAL 12.5 REQ:EXTERNAL WALLSPARTS LESS THAN 400mm ABOVE GROUND OR DECKS TO BE OF NON-COMBUSTIBLE MATERIAL, 6mm FC CLAD OR BUSHFIRE RESISTANTTIMBER. PROVIDE EMBER GUARDS TO WEEP HOLES.EXTERNAL WINDOWSPROTECTED BY BUSHFIRE SHUTTER OR COMPLETELY SCREENED WITHSTEEL, BRONZE OR ALUMINIUM MESH OR 4mm GRADE A SAFETY GLASSWITHIN 400mm GROUND OR DECK. OPENABLE PORTION METALSCREENED WITH METAL FRAME OR REINFORCED PVC-U OR BUSHFIRERESISTANT TIMBER.EXTERNAL DOORSPROTECTED BY BUSHFIRE SHUTTER OR SCREENED WITH STEEL, BRONZEOR ALUMINIUM MESH OR 5mm TOUGHENED GLASS. NON-COMBUSTIBLEOR 35mm SOLID TIMBER FOR 400mm ABOVE THRESHOLD, NATURALLYFIRE RESISTANT HIGH DENSITY TIMBER FRAMED FOR 400mm ABOVEGROUND OR DECK. FIT WEATHER STRIP AT BASE.ROOFSNON-COMBUSTIBLE COVERING. ROOF/WALL JUNCTION TO BE SEALED.ALLOPENINGS TO BE FITTED WITH NON-COMBUSTIBLE EMBER GUARDS.ROOF TO BE FULLY SARKED.VERANDAHS/DECKSENCLOSED SUB-FLOOR SPACE - NO SPECIAL REQUIREMENTS FORMATERIALS EXCEPT WITHIN 400mm OF GROUND. DECKING TO BE NON-COMBUSTIBLE OR BUSHFIRE RESISTANT WITHIN 300mm HORIZONTALLYAND 400mm VERTICALLY FROM A GLAZED ELEMENT.

REFER TO CURRENT AS3959 FOR FURTHER SPECIFIC DETAILS.

BUSHFIRE ATTACK LEVEL ASSESSMENT:

FDI (Section 2 table 2.1 of AS 3959-2009) = 100Vegetation Classification (Section 2 Clause 2.2.3 of AS 3959-2009) = MANAGED VEGETATIONDistance from Vegetation (Section 2 Clause 2.2.4 of AS 3959-2009) = NAEffective Slope (Section 2 Clause 2.2.5 of AS 3959-2009) = 1º SLOPEDETERMINED BAL (Clause 2.2.6) = LOWADOPTED BAL = 12.5 (LAND IS WITHIN A BUSHFIRE PRONE AREA)






PROHIBITED.


DP-AD 247960434 827 927


SANKEY FAMILY


SANKEY FAMILY

D DORICIC

01

20/6/19

170506

PLANNING DRAWINGS

PROPOSED FLOOR PLAN

4 of 8


..project

..client

..location

..designer

..drawn

..issue

..issued

..proj no

..version

..sheet name

..sheet no

..filename



820 820

820

720

820 820

820

820

1020

820

820820

720 820

720

820

1020

820

820 820

820

820

SDH1,500 by 2,000

SDH1,500 by 2,000

AW60

0 by1

,200

AW1,0

00 by

1,200

SL. DR2,700 by 2,340

SL. DR2,700 by 2,340

AW1,500 by 1,200

AW1,500 by 1,200

C'STRY FG3,600 by 400

C'STRY FG1,800 by 400

GL. SL. DOORS3,600 by 2,400

GL. SL. DOORS1,800 by 2,400

AW1,500 by 1,200

AW1,500 by 2,000

AW1,500 by 600

920 by 2,400

SL. D

R1,8

00 by

2,340

SL. DR2,700 by 2,340

SQ O

PEN

800 b

y2,34

0

SL. DR2,700 by 2,340

AW1,5

00 by

1,200

AW1,5

00 by

600

AW1,5

00 by

600

SL. D

R2,1

00 by

2,340

AW1,200 by 600

SQ OPEN900 by 2,340

GL. S

L. DO

ORS

3,000

by2,4

00

SL. D

R3,2

00 by

2,340

SQ OPEN1,500 by 2,340

SDH1,800 by 2,000

C'STRY AW1,800 by 600

FG1,800 by 2,000


SDH

1,765

by2,0

00

C'ST

RY A

W1,8

00 by

600

SQ O

PEN

900 b

y2,34

0

AW1,8

00 by

2,000

AW60

0 by2

,000

SDH1,800 by 2,000


FG1,800 by 2,000

C'STRY AW1,800 by 600C'STRY AW1,800 by 600

SDH

1,200

by2,0

00

C'ST

RY A

W1,2

00 by

600

1,600

by2,4

00

SQ OPEN1,800 by 2,340

PANE

L-LIF

T4,8

00 by

2,400

PANE

L-LIF

T2,7

00 by

2,400

RE

FD

W

N

T

WD

90 4,000 90 4,000 90 11,690 180 5,090 90 4,910 9036090 450 280

8,270 8,000 3,690 5,360 5,000 450 450 280

31,500

909,5

0090

3,400

9051

090

900

903,3

0090

510

903,4

0090

3,100

9022

090

2,000

9,590

12,65

05,5

002,4

10

30,15

0

90 4,000 90 3,100 90 9,500 180 1,410 90 1,200 90 510 90 2,900 90 1,800 90 1,800 90 4,200 90

7,280 9,770 2,550 7,520 4,380

31,500

909,5

0090

2,401

904,4

0090

1,910

180

2,140

901,2

0090

3,881

901,4

1090

9,590

2,490

4,580

1,910

180

2,140

1,380

3,971

1,500

2,410

30,15

0

90 2,910 90 1,00090

1,000 90 2,910 90 8,000 90 3,690 90 10,090 90 1,180

90 1,710 90 1,110 90 1,00090

1,000 90 2,910 90 5,500 90 510 90 4,000 90 1,200 90 510 90 2,900 90 1,800 90 1,800 90 4,200 90

90 2,910 90 2,090 90 8,500 90 2,410 90 1,800 90 1,800 90 910 90 2,800 90 1,200 90 3,490 90 2,600

90 2,910 90 1,00090

1,000 90 2,910 90 5,500 90 510 90 4,000 90 1,200 90 510 90 2,900 90 1,800 90 3,490 90 1,420 1,180

90 1,710 90 1,110 90 1,00090

1,000 90 2,910 90 5,500 90 2,410 90 1,800 90 1,800 90 910 90 2,800 90 1,200 90 3,490 90 2,320 280

9,590

150

3,340

903,4

0090

1,910

180

7,400

901,4

1090

909,5

0090

3,400

903,4

0090

1,400

9051

090

1,200

900

6,800

90

902,7

1090

600

901,4

0090

1,200

901,7

2090

900

903,5

004,4

10

904,0

0190

1,450

902,7

5090

4,000

905,4

1090

904,0

0190

1,000

902,1

1090

1,000

180

3,910

905,4

1090

903,4

0090

510

904,2

9018

07,1

0040

02,0

00

902,4

0090

5,891

180

1,110

901,7

2090

900

905,5

00

903,4

0090

1,400

904,0

0090

5,410

902,4

10

A5

150SQ TIMBER POST TYP.

400SQ FRAMING TYP.

FLOOR AREAS:DWELLING - 355.7m2 (38.3sqs)GARAGE - 93.8m2 (10.1sqs)VERANDAHS - 90.2m2 (9.7sqs)PORCH - 2.7m2 (0.3sqs)TOTAL - 542.4m2 (58.4sqs)

NOTES:SARKING TO BE PROVIDED TO ENTIRE ROOF.EAVE CONSTRUCTION IS TO COMPLY WITH PART 3.7.1.7 OF THEN.N.C 2018 VOL 2.WATERPROOFING TO WET AREA FLOORING TO COMPLY WITH PART3.8.1.1 OF THE N.C.C 2018 VOL 2.PROVIDE TERMITE PROTECTION TO AS3660.

ct/rh

RAKED CEILING

NOTE:2700 ceiling height throughout unless noted otherwise.2340 high doors unless noted otherwise.

REFER TO ENGINEERSDESIGN FOR ALL

STRUCTURAL MEMBERS& FOOTING DETAILS

rumpus(tiles)

kitchen(tiles)

wood

heate

r

bed 3(carpet)

robe

bed 4(carpet)

bed 6(carpet)

bed 5(carpet)

robe

robe

(FFL -190)

garage(conc.)

robe

bed 2(carpet)

verandah(tiles)

bath(tiles)

wc(tiles)

w.i.li

nen

(FFL -150)

robe

ral'dry/mud/store

(tiles)

pool(8x4)

study(carpet)

entry(tiles)

chg room(tiles)

wc(tiles)

pantry(tiles)

stora

ge en-s(tiles)

w.i.r(carpet)

master(carpet)

hall(tiles)

entry(tiles)

cloak

dining(tiles)

living(tiles)

porch(tiles)

desk

& o/

h's

shelf

& bo

oksh

elves

300h

hear

th30

0h sh

elf

(FFL 00) (FFL -150)

1200H POOL FENCE

1200H POOL FENCE

meals(tiles)

fp

woodheater

verandah(tiles)

RAKED CEILING

storage cupbs

dp

dp

dp

dp

dp

dp dp

dp

dpdp dp

dp

RAKEDCEILING

PROPOSED FLOOR PLAN1:1001






PROHIBITED.


DP-AD 247960434 827 927


SANKEY FAMILY


SANKEY FAMILY

D DORICIC

01

20/6/19

170506

PLANNING DRAWINGS

PROPOSED ELEVATIONS & SECTION

5 of 8


..project

..client

..location

..designer

..drawn

..issue

..issued

..proj no

..version

..sheet name

..sheet no

..filename


NOTE: ORIGINAL SHEET SIZE - A25,3

01

COLORBOND FASCIA RENDEREDHEBEL

KLIP-LOK ROOF AT 2º PITCH BEYOND

METAL CLADDING

TIMBER CLADDING

GAR FL -190

CL 2510

FL 00

5,542

CLERESTOREY WINDOWS

RENDERED HEBEL

KLIP-LOK ROOF AT 5º PITCH

TIMBER CLADDING


CL 2700

FL 00

CL 2700

FL 00

CL 2700

FL 00


KLIP-LOK ROOF AT 5º PITCHKLIP-LOK ROOF AT 5º PITCH


CL 2700

FL 00 GAR FL -190

COLORBOND CLADDING

STONE CLADDING

NORTH WEST ELEVATION1:1002

SOUTH EAST ELEVATION1:1003

NORTH EAST ELEVATION1:1001

SOUTH WEST ELEVATION1:1004

TYPICAL SECTION A-A1:1005

MATERIALS SCHEDULE:ROOF - KLIP-LOK SHEET ROOFING IN COLORBOND 'MONUMENT'WALLS - SEE CLADDING OPTIONS/DETAILS BELOW.GARAGE DOOR - PANEL-LIFT IN COLORBOND MATT 'MONUMENT'.

CLADDDING OPTIONS:Cladding, gutters, downpipes & rain head schedule:If using Lysaght as the supplier: • Cladding: Enseam – 265mm pan width & 38mm rib height (Matt Monument) • Guttering: Flatback (Matt Monument) • Downpipes: Round (Matt Monument) • Rain head: Custom made square – specs to follow (Matt Monument)

If using Fielders as the supplier: • Cladding: Prominence – 265mm pan width (Matt Monument) • Guttering: Halfline (Matt Monument) • Downpipes: Round (Matt Monument) • Rain head: Standard Flat Bottom (Matt Monument)

If using Metal Cladding Systems as the supplier: • Cladding: Standing Seam – somewhere around 265mm pan width & 38mm rib

height if available (Matt Monument)

Facia: • Colorbond (Matt Monument)

Rendered Hebel: • Colour in Colorbond (Paperbark or Evening haze)

Timber cladding: • 135mm cover, roughly sawn (Silver Top Ash)

Stone cladding: • Sandstone stack-sone






PROHIBITED.


DP-AD 247960434 827 927


SANKEY FAMILY


SANKEY FAMILY

D DORICIC

01

20/6/19

170506

PLANNING DRAWINGS

MACHINERY SHED PLAN & DETAILS

6 of 8


..project

..client

..location

..designer

..drawn

..issue

..issued

..proj no

..version

..sheet name

..sheet no

..filename



920920

ROLL

ER S

HUTT

ER4,0

00 by

5,000

ROLL

ER S

HUTT

ER4,0

00 by

5,000

ROLL

ER S

HUTT

ER4,0

00 by

5,000

ROLL

ER S

HUTT

ER4,0

00 by

5,000

N

18,00

09,0

00

30,000

M6

machinery shed(conc.)

lean-to

dpdpdp

dpdpdp

STEEL FRAMING TYP.

KLIP-LOK ROOFAT 7.5º PITCH

METAL CLADDINGKLIP-LOK ROOF AT 7.5º PITCH

PL 6750

FL 00

PL 5350

MACHINERY SHED FLOOR PLAN1:1001

SECTION M-M1:2002

MATERIALS SCHEDULE:ROOF - KLIP-LOK SHEET ROOFING IN COLORBOND 'MONUMENT'WALLS - SEE CLADDING OPTIONS/DETAILS BELOW.DOORS - ROLLER SHUTTER IN COLORBOND MATT 'MONUMENT'.

CLADDDING OPTIONS:Cladding, gutters, downpipes & rain head schedule:If using Lysaght as the supplier: • Cladding: Enseam – 265mm pan width & 38mm rib height (Matt Monument) • Guttering: Flatback (Matt Monument) • Downpipes: Round (Matt Monument) • Rain head: Custom made square – specs to follow (Matt Monument)


If using Metal Cladding Systems as the supplier: • Cladding: Standing Seam – somewhere around 265mm pan width & 38mm rib

height if available (Matt Monument)







PROHIBITED.


DP-AD 247960434 827 927


SANKEY FAMILY


SANKEY FAMILY

D DORICIC

01

20/6/19

170506

PLANNING DRAWINGS

MACHINERY SHED ELEVATIONS

7 of 8


..project

..client

..location

..designer

..drawn

..issue

..issued

..proj no

..version

..sheet name

..sheet no

..filename



KLIP-LOK ROOF AT 7.55º PITCHKLIP-LOK ROOF AT 7.5º PITCH METAL CLADDING

PL 6750

FL 00

PL 5350

KLIP-LOK ROOF AT 7.5º PITCH METAL CLADDING

PL 6750

FL 00

8,160

KLIP-LOK ROOF AT 7.5º PITCH


METAL CLADDING

ROLLERSHUTTERDOOR

150SHS

PL 6750

FL 00

PL 5350

8,004



METAL CLADDING

ROLLERSHUTTER

DOOR

150SHS

PL 6750

FL 00

PL 5350










PROHIBITED.


DP-AD 247960434 827 927


SANKEY FAMILY


SANKEY FAMILY

D DORICIC

01

20/6/19

170506

PLANNING DRAWINGS

STORAGE SHED PLANS

8 of 8


..project

..client

..location

..designer

..drawn

..issue

..issued

..proj no

..version

..sheet name

..sheet no

..filename



920920

ROLL

ER S

HUTT

ER4,0

00 by

3,600

SW2,400 by 600

SW2,400 by 600

SW2,400 by 600

SW2,400 by 600

SW2,400 by 600

ROLL

ER S

HUTT

ER4,0

00 by

3,600

ROLL

ER S

HUTT

ER4,0

00 by

4,000

N

18,000 6,000

6,000

12,00

0

S8

storage(conc.)

verandah

dpdp dp

dpdp dp

verandah

KLIP-LOK ROOF AT 5º PITCH METAL CLADDING

FL 00

PL 4000

KLIP-LOK ROOF AT 5º PITCH METAL CLADDING450 EAVES

FL 00

PL 3200

5,329


KLIP-LOK ROOF AT 5º PITCH METAL CLADDING

150SQTIMBER

POST

FL 00

PL 4000

PL 3200


METAL CLADDING


FL 00

PL 4000

PL 3200

150SQ TIMBER POST

KLIP-LOK ROOF AT 5ºPITCH

METAL CLADDING


PL 4000

FL 00

PL 3200

STORAGE SHED FLOOR PLAN1:1001





SECTION S-S1:1006

MATERIALS SCHEDULE:ROOF - KLIP-LOK SHEET ROOFING INCOLORBOND 'MONUMENT'WALLS - SEE CLADDING OPTIONS/DETAILS.DOORS - ROLLER SHUTTER INCOLORBOND MATT 'MONUMENT'.

CLADDDING OPTIONS:Cladding, gutters, downpipes & rain head schedule:If using Lysaght as the supplier: • Cladding: Enseam – 265mm pan width & 38mm rib height (Matt

Monument) • Guttering: Flatback (Matt Monument) • Downpipes: Round (Matt Monument) • Rain head: Custom made square – specs to follow (Matt Monument)


If using Metal Cladding Systems as the supplier: • Cladding: Standing Seam – somewhere around 265mm pan width &

38mm rib height if available (Matt Monument)
