wind capacity general notes 6 november 20

WIND CAPACITY

N3

DO NOT SCALE DRAWINGS. USE WRITTEN DIMENSIONS ONLY.

THE OWNER, BUILDER AND/OR SUB-CONTRACTORS SHALL VERIFY ALL DIMENSIONS,LEVELS, SET-BACKS AND ANY SPECIFICATIONS PRIOR TO COMMENCING ANY WORKSOR ORDERING MATERIALS AND SHALL BE RESPONSIBLE FOR ENSURING THAT ALL BUILDING WORKSCONFORM TO THE BUILDING CODE OF AUSTRALIA, AUSTRALIAN STANDARDS CODES (CURRENT EDITIONS),BUILDING REGULATIONS, LOCAL BY-LAWS AND TOWN PLANNING REQUIREMENTS.REPORT ALL DISCREPANCIES TO THIS OFFICE FOR CLARIFICATION.

ALL WORKS SHALL COMPLY WITH BUT NOT LIMITED TO THE FOLLOWING AUSTRALIAN STANDARDS:A.S. 1288 – 2006 GLASS IN BUILDINGS – SELECTION & INSTALLATION.A.S. 1562 – 1992 DESIGN & INSTALLATION OF SHEET ROOF & WALL CLADDING.A.S. 1684 – 2010 NATIONAL TIMBER FRAMING CODE.

A.S. 1860 – 1998 INSTALLATION OF PARTICLEBOARD FLOORING.A.S. 2049 – 2002 ROOF TILES.A.S. 2050 – 2002 FIXING OF ROOF TILES.A.S. 2870 – 2011 RESIDENTIAL SLABS & FLASHINGS. (PART 1)A.S. 2904 – 1986 DAMP-PROOF COURSES & FLASHINGS.A.S. 3600 – 2009 CONCRETE STRUCTURES.A.S. 3660.2 – 2000 CODE OF PRACTICE FOR PHYSICAL BARRIERUSED IN THE PROTECTION OF BUILDINGS AGAINST SUBTERRANEAN TERMITES.

A.S. 3700 – 2001 MASONRY IN BUILDINGS.A.S. 3740 – 2004 WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGS.A.S. 3786 – Am 2004 SMOKE ALARMS.A.S. 4055 – 2006 WIND LOADINGS FOR HOUSING.A.S. 4100 – 1990 STEEL STRUCTURES.

THESE PLANS SHALL BE READ IN CONJUNCTIONWITH ANY STRUCTURAL OR CIVIL ENGINEERING COMPUTATIONS AND DRAWINGS.

THESE PLANS SHALL BE READ IN CONJUNCTION WITH THE SOIL REPORT.FOOTINGS ARE TO BE FOUNDED AT THE MINIMUM DEPTHS INDICATED IN THE SOIL REPORTOR MINIMUM 100 KPA SOIL CAPACITY.THE H.G.F.L. RECOMMENDS THAT FOOTINGS/SLABSAND DRAINAGE BE DESIGNED AND INSPECTED BY AN ENGINEER TO SATISFY THEIR REQUIREMENTS.

WHERE THE BUILDING (OTHER THAN A CLASS 10A) IS LOCATED IN A DESIGNATED TERMITE INFESTATION AREATHE BUILDING SHALL BE PROTECTED IN ACCORDANCE WITH THERELEVANT AUSTRALIAN STANDARDS.

WINDOW SIZES ARE NOMINAL ONLY. ACTUAL SIZES WILL VARY ACCORDING TO THE MANUFACTURER.WINDOWS ARE TO BE FLASHED ALL ROUND.

PROVIDE INSULATION AS PER PART J REPORT 3865 DESIGN AND DRAFTING BUILDING THERMAL ASSESMENTSTORM-WATER SHALL BE TAKEN TO THE LEGAL POINT OF DISCHARGETO THE SATISFACTION OF THE RELEVANT AUTHORITY

ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFFSITE WORK SHALL BE VERIFIEDBY THE CONTRACTOR BEFORE CONSTRUCTION AND FABICATION IS COMMENCED

FOOTINGS ARE NOT TO ENCROACH ANY TITLE BOUNDARIES AND/OR EASEMENT LINES.

THE OWNER SHALL BE RESPONSIBLE FOR ENSURING THAT ALL SPECIFICATION ITEMS AND SIZES NOMINATED ARECORRECT AND DOCUMENTED TO THEIR REQUIREMENTS.THESE NOTES DO NOT REPLACE OR SUBSTITUTE ANY REGULATIONS, STATUTORY REQUIREMENTS AND/OR BUILDINGPRACTICE. THEY ARE PROVIDED ONLY AS GUIDELINES.THESE PLANS HAVE BEEN PREPARED FOR THE EXCLUSIVE USE BY THE CLIENT OF ANDREW DONOHUE ('THEDESIGNER') FOR THE PURPOSE EXPRESSLY NOTIFIED TO THE DESIGNER. ANY OTHER PERSON WHO USES OR RELIESON THESE PLANS WITHOUT THE DESIGNER'S WRITTEN CONSENT DOES SO AT THEIR OWN RISK AND NORESPONSIBILITY IS ACCEPTED BY THE DESIGNER FOR SUCH USE AND/OR RELIANCE.THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT STRUCTURAL AND ALL OTHER CONSULTANTSDRAWINGS/DETAILS AND WITH ANY OTHER WRITTEN INSTRUCTIONS ISSUED IN THE COURSE OF THE CONTRACT.ALL MATERIALS AND WORK PRACTICES SHALL COMPLY WITH, BUT NOT LIMITED TO THE BUILDING REGULATIONS 2019,THE BUILDING CODE OF AUSTRALIA 2018 AND ALL RELEVANT CURRENT AUSTRALIAN STANDARDS (AS AMENDED)REFERRED TO THEREIN.ALL MATERIALS & CONSTRUCTION PRACTICE SHALL MEET THE PERFORMANCE REQUIREMENTS OF THE BCA. WHEREA PERFORMANCE SOLUTION IS PROPOSED THEN, PRIOR TO IMPLENTATION OR INSTALLATION, IT FIRST MUST BEASSESSED & APPROVED BY THE RELEVANT BUILDING SURVEYOR AS MEETING THE PERFORMANCE REQUIREMENTSOF THE BCAUNLESS OTHERWISE SPECIFIED, THE TERM BCA SHALL REFER TO NATIONAL CONSTRUCTION CODE SERIES 2019BUILDING CODE OF AUSTRALIA VOLUME 2FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY AND GENERAL WATER TIGHTNESS OF ALLNEW AND/OR EXISTING STRUCTURES DURING ALL WORKS.THE BUILDER AND SUBCONTRACTORS SHALL CHECK AND VERIFY ALL DIMENSIONS, SETBACKS, LEVELS ANDSPECIFICATIONS AND ALL OTHER RELEVANT DOCUMENTATION PRIOR TO THE COMMENCEMENT OF ANY WORKS.REPORT ALL DISCREPANCIES TO THIS OFFICE FOR CLARIFICATION.INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITY REQUIREMENTS.THE BUILDER AND SUBCONTRACTOR SHALL ENSURE THAT ALL STORMWATER DRAINS, SEWER PIPES AND THE LIKE ARELOCATED AT A SUFFICIENT DISTANCE FROM ANY BUILDINGS FOOTING AND/OR SLAB EDGE BEAMS SO AS TO PREVENTGENERAL MOISTURE PENETRATION, DAMPNESS, WEAKENING AND UNDERMINING OF ANY BUILDING AND ITSFOOTING SYSTEM.THE APPROVAL BY THIS OFFICE OF A SUBSTITUTE MATERIAL, WORK PRACTICE, VARIATION OR THE LIKE IS NOT ANAUTHORIZATION FOR ITS USE OR A CONTRACT VARIATION. ANY SAID VARIATIONS MUST BE ACCEPTED BY ALL PARTIESTO THE AGREEMENT AND WHERE APPLICABLE THE RELEVANT BUILDING SURVEYOR PRIOR TO IMPLEMENTING THESAID VARIATION.THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ANY HOUSE ENERGY RATING (HERS) REPORT & SHALLBE CONSTRUCTEDIN ACCORDANCE WITH THE STAMPED PLANS ENDORSED BY THE ACCREDITED THERMALPERFORMANCE ASSESSOR WITHOUT ALTERATION.THE CLIENT AND/OR THE CLIENT'S BUILDER SHALL NOT MODIFY OR AMEND THE PLANS WITHOUT THE KNOWLEDGE &CONSENT OF ANDREW DONOHUE BUILDING DESIGN EXCEPT WHERE A REGISTERED BUILDING SURVEYOR MAKESMINOR NECESSARY CHANGES TO FACILITATE THE BUILDING PERMIT APPLICATION & THAT SUCH CHANGES AREPROMPTLY REPORTED BACK TO THIS OFFICE.A BUILDING PERMIT IS REQUIRED PRIOR TO THE COMMENCEMENT OF THESE WORKS. THE RELEASE OF THESEDOCUMENTS IS CONDITIONAL TO THE OWNER OBTAINING THE REQUIRED BUILDING PERMIT.

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ANN OSBORNE1/130 FINLAY STCOWES

LOT AND PLAN NUMBER: LOT 1 PS541469ADDRESS: 985 LOCH-WONTHAGGI ROAD KROWERA 3945STANDARD PARCEL IDENTIFIER (SPI): 1\PS541469LOCAL GOVERNMENT (COUNCIL): BASS COASTCOUNCIL PROPERTY NUMBER: 29748 (PART)DIRECTORY REFERENCE:VICROADS 96 C9

SITE

6 NOVEMBER 20GENERAL NOTES

GLAZINGGLAZING INCLUDING SAFETY GLAZING SHALL BE INSTALLED TO A SIZE, TYPE AND THICKNESS SO AS TO COMPLYWITH:-BCA PART 3.6 FOR CLASS 1 AND 10 BUILDINGS WITHIN A DESIGN WIND SPEED OF NOT MORE THAN N3, AND-NCC 2019 BCA VOL 1 PART B1.4 FOR CLASS 2 TO 9 BUILDINGSWINDOW SIZES NOMINATED ARE NOMINAL. ACTUAL SIZE MAY VARY ACCORDING TO MANUFACTURE. WINDOWS TOBE FLASHED ALL AROUND

WET AREASWATERPROOFING OF WET AREAS, BEING BATHROOMS, SHOWERS, SHOWER ROOMS, LAUNDRIES, SANITARYCOMPARTMENTS AND THE LIKE SHALL BE PROVIDED IN ACCORDANCE WITH AS 3740-2010: WATERPROOFING OFWET AREAS IN RESIDENTIAL BUILDINGS.

PLUMBINGALL PLUMBING AND DRAINAGE WORKS TO BE IN ACC. WITH THE RELEVANT PLUMBING & DRAINAGE REGULATIONS,THE BUILDING CODE OF AUSTRALIA - 2005 AND WITH THE BY-LAWS OF LOCAL AUTHORITIES AND ALL OTHER RELEVANTCURRENT AUSTRALIAN STANDARDS REFERRED TO THEREIN.DOWNPIPES AND GUTTERS SHALL BE OF A SIZE AND LOCATION INDICATED ON THE DRAWINGS AND IF NOTSPECIFICALLY NOTES COMPLY WITH PART 3.5.2. DOWNPIPES SHALL BE LOCATED AT A MAXIMUM SPACING OF12M AND WITHIN 1.2M OF A VALLEY (UNLESS AN OVERFLOW IS PROVIDED)

STAIR & BALUSTRADE REQUIREMENTSRISERS (R)- 190MM MAXIMUM, 115MM MINIMUM;GOING (G)- 355MM MAXIMUM, 240MM MINIMUM;2R + 1G = 700MM MAXIMUM AND 550MM MINIMUM;125MM MAXIMUM GAP TO OPEN TREADS FROM 1 METER ABOVE GROUND LEVEL.WHERE A DECK IS LESS THAN 1 METRE RISER OPENING SHALL BE IN ACC. WITH PERFORMANCE REQUIREMENTP.2.5.1 (B) (III), "SUITABLE FOR SAFE PASSAGE".PROVIDE CONTINUOUS HANDRAIL 1000MM MINIMUM HEIGHT TO BALCONIES AND DECKS WHICH ARE 1000MMOR MORE ABOVE GROUND LEVEL. 865MM MINIMUM HEIGHT HANDRAIL ABOVE STAIR NOSING'S AND LANDINGS.ANY HORIZONTAL ELEMENT WITHIN THE BALUSTRADE BETWEEN 150MM AND 760MM ABOVE THE FLOOR MUSTNOT FACILITATE CLIMBING WHERE CHANGES IN LEVEL EXCEEDS 4000MM ABOVE THE SURFACE BENEATHLANDINGS, RAMPS AND/OR TREADSLANDINGS TO BE A MIN. 900X900 REQUIRED TO ANY DOOR WITH MORE THAN ONE STAIR RISE TO FLOOR LEVEL.MAXIMUM OPENINGS BETWEEN BALUSTERS NOT TO EXCEED 125MM. GENERALLY 240X45 F.7 TREATED PINESHALL BE USED FOR STRINGERS AND TREADS, 90X45 PINE FOR HANDRAIL AND BOTTOM RAIL. POSTS SHALL BE AT1500MM CTRS.ALL TREADS, LANDINGS AND THE LIKE TO HAVE A SLIP-RESISTANCE CLASSIFICATION OF P3 OR R10 FOR DRYSURFACECONDITIONS & P4 OR R11 FOR WET SURFACE CONDITIONS, OR A NOSING STRIP WOTH A SLIP-RESISTANCECLASSIFICATION OF P3 FOR DRY SURFACE CONDITIONS & P4 FOR WET SURFACE CONDITIONS.WIRE BALUSTRADE CONSTRUCTION TO COMPLY WITH NCC PART 3.9.2.3 FOR CLASS 1 AND 10 BUILDINGS ANDNCC 2019 BCA VOLUME 1 PART D2.16 FOR OTHER CLASSES OF BUILDINGS.

CONCRETE STUMPS- UP TO 1400MM LONG TO BE 100MM X 100MM (NO. 1 H.D WIRE)- 1401MM TO 1800MM LONG TO BE 100MM X 100MM (NO. 2 H.D WIRE)- 1801MM TO 3000MM LONG TO BE 125MM X 125MM (NO. 2 H.D WIRE)100MM X 100MM STUMPS EXCEEDING 1200MM ABOVE GROUND LEVEL TO BE BRACED WHERE NOPERIMETER BASE BRICKWORK PROVIDED.

MARINE OR OTHER EXPOSURE ENVIRONMENTSFOR BUILDINGS IN MARINE OR OTHER EXPOSURE ENVIRONMENTS SHALL HAVE MASONRY UNITS, MORTAR AND ALLBUILT IN COMPONENTS AND THE LIKE COMPLYING WITH DURABILITY REQUIREMENTS OF TABLE 4.1 OF AS 4773.1 -2010 'MASONRY IN SMALL BUILDINGS' PART 1 DESIGN.

SMOKE ALARMSSMOKE ALARMS ARE TO BE LOCATED AS INDICATED ON PLANS AND INSTALLED TO A.S 3786SMOKE DETECTORS SHALL BE HARD WIRED TO THE 240V SUPPLY SYSTEM WITH BATTERY BACKUP

SITE BUSHFIRE ATTACK ASSESSMENTBAL ATTACK LEVEL:-REFER TO BUSHFIRE ASSESSMENT FOR DETAILSSUBJECT SITE IS NOT IN A DESIGNATED BUSHFIRE PRONE AREA THEREFORE A BAL ASSESSMENT IS NOTREQUIREDSITE CLASSIFICATION- SITE CLASSIFICATION AS CLASS: CLASS 'M'- REFER TO SOIL REPORT NO: 20103- BY: DBM GEOTECHDESIGN GUST WIND SPEED / WIND CLASSIFICATIONBUILDING TIE-DOWNS TO BE PROVIDED IN ACCORDANCE WITH AS1684-2010 FOR AN ASSUMED DESIGNGUST WIND SPEED / WIND CLASSIFICATION OF N2 (SUBJECT TO CONFIRMATION ON SITE BY RELEVANTBUILDING SURVEYOR AT FIRST INSPECTION) REFER TO AS1684 FOR CONSTRUCTION REQUIREMENTS.STORMWATERALL STORMWATER TO BE TAKEN TO THE LEGAL POINT OF DISCHARGE TO THE RELEVANT AUTHORITES APPROVAL.90 MM DIA. CLASS 6 UPVC STORMWATER LINE LAID TO A MINIMUM GRADE OF 1:100 AND CONNECTEDTO THE LEGAL POINT OF STORMWATER DISCHARGE. PROVIDE INSPECTION OPENINGS AT 9000MM C/C ANDAT EACH CHANGE OF DIRECTION.THE COVER TO UNDERGROUND STORMWATER DRAINS SHALL BE NOT LESS THAN- 100MM UNDER SOIL- 50MM UNDER PAVED OR CONCRETE AREAS- 100MM UNDER UNREINFORCED CONCRETE OR PAVED DRIVEWAYS- 75MM UNDER REINFORCED CONCRETE DRIVEWAYSEARTHWORKSEARTHWORKS AND EXCAVATIONS SHALL BE AS REASONABLY NECESSARY TO FULFILL THE INTENT OF THEDESIGN. EXCAVATIONS BEYOND THE SCOPE OF THESE DRAWINGS OR IN THE PROXIMITY TO THE TITLEBOUNDARIES SHALL BE REFERRED TO THE RELEVANT BUILDING SURVEYOR FOR APPROVAL PRIOR TO THECOMMENCEMENT OF WORK.SITE IDENTIFICATIONPROVIDE A SITE SIGN INDICATING SITE ADDRESS, OWNER & BUILDERSITE MAINTENANCETHE BUILDER SHALL TAKE ALL STEPS NECESSARY TO MAINTAIN THE SITE IN A CLEAN & SAFE CONDITIONINCLUDING CONTAINMENT OF RUBBISH AND DISCHARGE. SANITARY FACILITIES ARE TO BE PROVIDED ON SITEFOR WORKMEN.CLIMATE ZONECLIMATE ZONE FOR THE THERMAL DESIGN/THERMAL PERFORMANCE ASSESSMENT : ZONE 6CORROSION PROTECTION FOR SHEET ROOFINGPROVIDE CORROSION PROTECTION FOR SHEET ROOFING IN ACCORDANCE WITH BCA TABLE 3.5.1.1ASUITABLE FOR AN ENVIRONMENT CLASSIFICATION

TO BE CONFIRMED BY ENERGY RATER PRELIMINARY ONLY

-R 3.5 INSULATION TO HOUSE CEILING-R 2.0 INSULATION TO ALL EXTERNAL WALLS-R 2.0 INSULATION TO TIMBER SUB-FLOOR-R 2.0 WALL BETWEEN GARAGE AND HOUSE-D.S.A.F. TO BE LAPPED AND TAPED AT JOINS AND ALL EXTERNAL OPENINGS- GLAZED ALUMINUM IMPROVED WINDOW FRAMESSLIDING - U-VALUE - SHGCAWNING - U-VALUE - SHGCSLIDING DOOR UNIT - U-VALUE - SHGC-2/10000L WATER TANK CONNECTED TO SANITARY FLUSHING SYSTEMS ORAN APPROVER HEAT PUMP HWS-ENCLOSE THE PERIMETER OF TIMBER SUB-FLOOR-ALL EXHAUST FANS IN HABITABLE ROOMS ARE REQUIRED TO BE FITTED WITH A SEALING DEVICESUCH AS A SELF CLOSING DAMPER (DRAFTSTOPPA DEVICE) OR FILTER.-SHEET LININGS OR EXPOSED BRICKWORK WITH CORNICE, ARCHITRAVES & SKIRTINGS SEALSAROUND WINDOW & DOOR OPENINGS-ALL DOWNLIGHT TO BE SEALED LED AND HAVE A MATRIX LOFT CONE COVER, OR SIMILARAPPROVED WHICH ALLOWS INSULATION TO INSTALLED UP AGENTS OR CLOSE TO COVERARTIFICIAL LIGHTING REQUIREMENTS:-MAXIMUM 5 WATTS PER SQ METRE OF LIVING FLOOR AREA-MAXIMUM 3 WATTS PER SQ METRE OF VERANDAH FLOOR AREA-MAXIMUM 4 WATTS PER SQ METRE OF GARAGE FLOOR AREA

GENERAL NOTES

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ALL STORMWATER TO BE TAKEN TO THE LEGAL POINT OF DISCHARGE TO THE RELEVANT AUTHORITES APPROVAL.

INCLUDING CONTAINMENT OF RUBBISH AND DISCHARGE. SANITARY FACILITIES ARE TO BE PROVIDED ON SITE

AREA OF BLOCK 5732 M²PERMEABLE AREA 5321M² 92.3%IMPERMEABLE AREA HOUSE 303M²SHED AREA 108 M²COVERED AREA 411 M² 7.7%UN-COVERED AREA TRACKS GRAVEL APROX 300 M²

DWELLING AREA 164 M²STORE AREA 10 M²CARPORT AREA 24 M²BACK VERANDAH AREA 31 M²FRONT VERANDAH AREA UNDER ROOF 52 M²FRONT VERANDAH AREA OPEN 22 M²

TOTAL VERANDAH AREA 105 M²

TOTAL AREA 303 M²

PLANNING ZONES: PUBLIC USE ZONE - LOCAL GOVERNMENT (PUZ6)SCHEDULE TO THE PUBLIC USE ZONE - LOCAL GOVERNMENT (PUZ6)RURAL CONSERVATION ZONE (RCZ)SCHEDULE TO THE RURAL CONSERVATION ZONE (RCZ)PLANNING OVERLAYS: EROSION MANAGEMENT OVERLAY (EMO)EROSION MANAGEMENT OVERLAY - SCHEDULE 1 (EMO1)SIGNIFICANT LANDSCAPE OVERLAY (SLO)SIGNIFICANT LANDSCAPE OVERLAY - SCHEDULE 1 (SLO1

UTILITIESRURAL WATER CORPORATION: SOUTHERN RURAL WATERURBAN WATER CORPORATION: WESTERNPORT WATERMELBOURNE WATER: INSIDE DRAINAGE BOUNDARYPOWER DISTRIBUTOR: AUSNET

85340 mm

26980 mm

7447 mm

97340

mm

43530 mm

5556

0 m

m

PROPOSED SHED

12000 mm9000 m

m

R20000 mm

R20000 m

m

22311 mm

22710 m

m

10000 mm

10000

26000

OVER 100m

TO W

ATE

R C

OU

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240 AHD

NEIGHBOURS DWELLING

EXISTING STABALISED CUT

REMOVE OBSOLETECRICKET PITCH

EXISTING CUT OFF DRAIN

EXISTING DRIVE

EXISTING CULVERT

PROPOSED DWELLING

Septic TankST 31003100 lt Tank

120 m Absorption Line

10000 L TANK

10000 L TANK

6000

3500

240 AHD240 AHD

240 AHD

239.800 AHD

239.600 AHD

239.600 AHD

240 AHD

240 AHD240 AHD

floor level 240.550 AHD

LOCALITY PLAN

GENERAL NOTES - SITE PLAN

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BAL 12.5

R20

000 m

m

R20000 mm

AERIAL PLAN

ACCESS REQUIRED:• ALL-WEATHER CONSTRUCTION.• A LOAD LIMIT OF AT LEAST 15 TONNES.• PROVIDE A MINIMUM TRAFFICABLE WIDTH OF 3.5 METRES.• BE CLEAR OF ENCROACHMENTS FOR AT LEAST 0.5 METRES ON EACH SIDE AND AT LEAST 4 METRESVERTICALLY.• CURVES MUST HAVE A MINIMUM INNER RADIUS OF 10 METRES.• THE AVERAGE GRADE MUST BE NO MORE THAN 1 IN 7 (14.4%) (8.1°) WITH A MAXIMUM GRADE OF NOMORE THAN 1 IN 5 (20%) (11.3°) FOR NO MORE THAN 50 METRES.• DIPS MUST HAVE NO MORE THAN A 1 IN 8 (12.5%) (7.1°) ENTRY AND EXIT ANGLE.

WATER SUPPLY• AN EFFECTIVE CAPACITY OF 10000L VOLUME OF WATER LITRES.• BE STORED IN AN ABOVE GROUND WATER TANK CONSTRUCTED OF CONCRETE OR METAL.• HAVE ALL FIXED ABOVE GROUND WATER PIPES AND FITTINGS REQUIRED FOR FIREFIGHTING PURPOSES MADEOF CORROSIVE RESISTANT METAL.• INCLUDE A SEPARATE OUTLET FOR OCCUPANT USE.WHERE A 10,000 LITRE WATER SUPPLY IS REQUIRED, THE FOLLOWING FIRE AUTHORITY FITTINGS AND ACCESS MUSTBE PROVIDED:• BE READILY IDENTIFIABLE FROM THE BUILDING OR APPROPRIATE IDENTIFICATION SIGNAGE TO THESATISFACTION OF THE RELEVANT FIRE AUTHORITY.• BE LOCATED WITHIN 60 METRES OF THE OUTER EDGE OF THE APPROVED BUILDING.• THE OUTLET/S OF THE WATER TANK MUST BE WITHIN 4 METRES OF THE ACCESSWAY AND UNOBSTRUCTED.• INCORPORATE A SEPARATE BALL OR GATE VALVE (BRITISH STANDARD PIPE (BSP 65 MILLIMETRE) ANDCOUPLING (64 MILLIMETRE CFA 3 THREAD PER INCH MALE FITTING).• ANY PIPEWORK AND FITTINGS MUST BE A MINIMUM OF 65 MILLIMETRES (EXCLUDING THE CFA COUPLING).

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Toiltet

Bathroom

Kitchen

Mud Room

Dining Room

Laundry

Master Bedroom

Living Room

Bedroom 2

Bedroom 3

Robe

Store Area

robe

Wa

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pa

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Walk in robe

3600 mm90 mm

9890 mm

90 mm

3600 mm

90 mm

3600 mm

90 mm

3600 mm

90 mm

3600 mm

90 mm

6200 mm

90 mm

3600 mm90 mm

17270 mm

90 mm

17450 mm

3600 m

m

90 m

m

600 m

m

90 m

m

90 m

m1500 m

m90 m

m5880 m

m90 m

m3600 m

m90 m

m

11340 m

m

3600 m

m

90 m

m

900 m

m

90 m

m

2100 m

m

90 m

m

600 m

m

90 m

m

3600 m

m

11160 m

m

11340 m

m1801 m

m

Car Port

Verandah

Verandah

90 mm

2310 mm

90 mm

1200 mm

1770 mm

90 mm

450 mm

90 mm

1200 mm

21

00

mm

4310 mm90 mm

1800 mm

1100 mm

90 mm

3000 m

m

90 m

m

4800 m

m

90 m

m

2580 m

m

90 m

m

3600 m

m

13760 mm 3690 mm

19741 m

m

6200 mm3600 mm

3390 m

m

17450 mm

7650 mm

3000 m

m

3600 m

m

19741 m

m

16140 m

m

1589 m

m

oven sinkdish

washer

island bench

Bathroom 2

2700 m

m90 m

m

6571 m

m

3179 m

m

90 m

m2700 m

m90 m

m

6570 m

m

3120 mm

6200 mm

A A

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SETRISE

WINTER SUN PATH

SUMMER SUN PATH

EXTENT OF NORTH FACING

CONSTRUCTION NOTES

DECK190 X 45 MGP 12 RAFTERS AT 900 CENT240 X 45 MGP LINTLE90 X90 MPG 12 POSTS100 X 35 TREATED PINE DECK90 X 45 MGP TREATED PINE FLOOR JOIST AT 450 CENTERS2/ 90 X 45 MGP BEARERS AT MAX1800 CENTERS100 X 100 CONCRETE STUMPS AT 1350 CENTERS300 DIA X 250 PADS FOUNDED ON VIRGIN SOIL MIN DEPTH 700PROVIDE WHITE ANT CAPS FOR PROTECTION

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COLOURBOND IRON 15 deg pitchtrusses to manufactures recomendations

COLOURBOND IRON 5 deg pitch

SELECTED WEATHER BOARD


CARPORT SLAB RL 240.050

2100 m

m

2750 m

m

DECK RL 240.550

GROUNND LEVEL RL 240.000



2750 m

m


CONSTRUCTION NOTES

1. TO CONFORM TO LIGHT TIMBER FRAMING CODE2. BRACING TO CONFORM TO TIMBER FRAMING MANUAL3. WALL FRAMES DESIGNED & CONSTRUCTED INACCORDANCE WITH WIND LOADING AS SPECIFIEDWIND LOAD - N3WATERPROOFING OF WET AREAS, BEING BATHROOMS,SHOWERS, SHOWER ROOMS,LAUNDRIES,SANITARY COMPARTMENTS AND THE LIKE SHALL BE PROVIDEDIN ACCORDANCE WITH AS3740-2010: WATERPROOFING OF DOMESTIC WET AREAS.PROVIDE AN IMPERVIOUS SUBSTATE AND SELECT SURFACE FINISHTO FLOORS WITHIN 1500MM OF AN UNENCLOSED SHOWERAND SAME TO WALLS AT 1800MM ABOVE FLOORS AND 150MM ABOVEBATH, SINKS, BASINS AND TROUGH SPLASH BACKS AND THE LIKE.ENTIRE BATHROMM TO BE PROVIDED WITH WATER PROOF MEMBRANEINTERIOR LINING PLASTER:WALL - 10MM THICK PLASTERBOARD FIXED TO MANUFACTURERS SPECIFICATIONS,EXCEPT IN WET AREAS AQUA - CHECK PLASTEROR SIMILAR WATER PROOF MATERIAL SHALL BEINSTALLED IN SHOWER 1800MM HIGH MIN.ABOVE BASE,300MM ABOVE BATH RIM AND 300MM ABOVE VANITY UNIT.IN ACCORDANCE WITH NCC 2019CEILING -10MM THICK PLASTERBOARD THROUGHOUTFIXED TO MANUFACTURERS SPECIFICATIONSEXTERIOR FINISHSELECTED TIMBER

FRAMING SCHEDULE:DWELLINGCOLOURBOND IRON ROOF FITED TO MANUFACTURES RECOMENDATIONSTOP HAT SECTION OR 75 X 38 F8 HW BATTEN AT 900 CENTERSTRUSSES TO MANUFACTURES SPECIFICATIONMETAL TOP HAT PLASTER SECTION AT 450 CENTERS10 MM PLASTERBOARD TO CEILING AND WALLSPRIME WEATHR BOARD EXTERIORTOP AND BOTTOM PLATES: 2/90 X 45 MGP10 PINESTUDS: 90 X 35 MGP10 PINE NOT NOTCHED AT 450MM CTRS MAX.JAMB STUDS 90 X 45 MGP10STUDS AT SIDE OF OPENINGS:OPENINGS UP TO 900 90 X 45 MGP12 PINEOPENINGS UP TO 1800 2/90 X 35 MGP12 PINEOPENINGS UP TO 2400 2/90 X 45 MGP12 PINEOPENINGS UP TO 3000 2/90 X 45 MGP12 PINE19 MM YELLOW TOUNG CHIP BOARD FLOORING90 X 45 MGP TREATED PINE FLOOR JOIST AT 450 CENTERS2/ 90 X 45 MGP BEARERS AT MAX1800 CENTERS100 X 100 CONCRETE STUMPS AT 1350 CENTERS300 DIA X 250 PADS FOUNDED ON VIRGIN SOIL MIN DEPTH 700PROVIDE WHITE ANT CAPS FOR PROTECTIONCONCRETE FLOOR REFER CONCRETE PLANSTAIRS TO CONFORM TO NATIONAL CODE

NORTH ELEVATION

SOUTH ELEVATION

ELEVATIONS

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DECK RL 240.550

2100 m

m

2750 m

m


2750 m

m

2100 m

m


COLOURBOND IRON 5 deg pitch



CEILING

5050 m

m

DECK RL 240.550

EAST ELEVATION

WEST ELEVATION

1. LEVELS RELATING TO GROUND LEVELS ARE APPROXIMATEONLY & ARE TO BE CHECKED & VERIFIED ON SITE BYTHE BUILDER PRIOR TO COMMENCEMENT OF ANYBUILDING WORKS. WRITTEN DIMENSIONS TAKEPRECEDENCE OVER SCALED DIMENSIONS.2. REQUIRED FILL & COMPACTION TO BE IN ACCORDANCEWITH A.S.2870-201125MM MAX STEP INTO EXTERNAL DOORS ALLOW FOR WHEEL CHAIR EASE OF ACESSGRADE PAVING AWAY FROM ENTERIESPROVIDE DOOR SEALS3. ALL WORKS INCLUDING BRICKS, BRICKWORK, CONCRETESLABS & FOOTINGS SHALL COMPLY WITH THEREQUIREMENTS OF THE RELEVANT AUSTRALIANSTANDARDS AS2870-20114 CONCRETE PAVING TO BE MIN 100MMVEHICHLE DRIVE TO BE 100MM WITH SL 62 MESH5 PROVIDE GRADED PAVING AWAY FROM RETAINING WALLWITH SLIGHT SPOON DRAIN FLOW TOWARD TTHE FRONT OF PROPERTY

OV

ER

LA

P T

O C

LA

DD

ING

HEAD FLASHING WITH

STOP-END EXTENDED TO

EDGE OF ALUMINIUM JAMB

FACINGS 20mm BEYOND

ALUMINIUM JAMB FACINGS

10 MM STOP-ENDS

50 m

m

15°

BALTIC PINE BEVEL BACKWEATHERBOARDS

WALL UNDERLAY TURNEDINTO FRAMING REVEAL ANDTAPED AT CORNERS

WALL UNDERLAY FLAPLAPPED OVER FLASHING

WEATHERBOARDSSHAPED TO SHED WATERWITH DRIP TO BOTTOMEDGE

DOWNTURN TO FLASHINGOVER-FOLDED TO FITTIGHT AGAINST ALUMINIUMHEAD FACING

AIRSEAL

INTENRALLINING

VENT STRIP

WINDOW FLASHING DETAIL

DIMENSION SILLTRAYS TO EXTENDFULL DEPTH OFALUMINIUMPROFILE

15

ALUMINIUM JOINERYPROFILE WITH 35mmFACINGS

SILL

WEATHERBOARDS

WALL UNDERLAYTURNED INTO FRAMINGREVEALS AND TAPED ATJOINTS

DO NOT SEAL GAPBETWEEN SILLSECTION AND TIMBERTRIM

PACKING AND WINDOWSUPPORT BRACKETSAS REQUIRED

INTERNAL LINING

FULL WIDTH LONG SILLTREY WITH 10mm STOP-ENDS (EACH END) ANDHOOK TO BACK EDGE

FULL WIDHT LONGSILL TRAY POSITIONSUNDER MULLIONSAND JAMBS - LAPUNDER JAMB PACKERAGAINST TRIMMINGSTUDS

HEAD CILL

CONSTRUCTION NOTES

90 X 45 MGP 12 TREATED PINE FLOOR JOIST AT 450 CENTERS2/ 90 X 45 MGP 12 BEARERS AT MAX1800 CENTERS100 X 100 CONCRETE STUMPS AT 1350 CENTERS MAX300 DIA X 250 PADS FOUNDED ON VIRGIN SOIL MIN DEPTH 700PROVIDE WHITE ANT CAPS FOR PROTECTION

290 X 45 F17 TIMBER STRINGERS240 X 38 F17 TIMBER TREADS240 X 19 F17 BACK CLOSURESTEP SIZES (OTHER THAN FOR SPIRAL STAIRS) TO BE:- RISERS (R) 190MM MAX AND 115MM MIN- GOING (G) 355MM MAX AND 240MM MIN- 2R + 1G = 700MM MAX AND 550MM MIN- WITH LESS THAN 125MM MAX GAP TO OPEN TREADS.FOR CLASS 1 AND 10 BUILDINGS ALL TREADS,LANDINGS AND THE LIKE TO HAVE NON-SLIP FINISH ORSUITABLE NON-SKID STRIP NEAR EDGE OF NOSING,AND FOR CLASS 2, 3 AND 4 ALL TREADS, LANDINGSAND THE LIKE TO HAVE A SLIP-RESISTANCECLASSIFICATION OF P3 OR R10 FOR DRY SURFACECONDITIONS AND P3 OR R11 FOR WET SURFACECONDITIONS, OR A NOSING STRIP WITH A SLIPRESISTANCECLASSIFICATION OF P3 FOR DRY SURFACECONDITIONS AND P4 FOR WET SURFACE CONDITIONSTOP OF HAND RAILS TO BE MINIMUM 865MMVERTICALLY ABOVE STAIR NOSING AND FLOOR SURFACEOF RAMPS.

STAIR DETAIL

DECK

GROUND

EVEN RISERSNOT GREATER THAN 190mm

240mm

ELEVATIONS

5 OF 8

1 : 100

A3 DWG AM 10 -20



SITE

6 NOVEMBER 20

2700 m

m

700 m

m

CEILING

DECK RL 240.550FLOOR LEVEL RL 240.600

oven sinkdish

washer

45

0 m

m 100mm CONCRETE SLABF 52 MESH

PROVIDE POST STYRUP

450 mm 700

mm

DECK RL 240.550 FLOOR LEVEL RL 240.600


SECTION AA

SECTION BB

SOIL CLASSIFICATIONMODERATE

1. ALL WORKS IN ACCORDANCE WITH AS2870.1 & AS36002. CONCRETE GRADES:-SLAB & FOOTINGS - 20MPA, MAX 20MM AGGREGATE & 80 SLUMPRETAINING WALL FOOTINGS - 25MPA, MAX 20MM AGGREGATE& 80 SLUMP3. ALL CONCRETE TO BE VIBRATED DURING PLACEMENT.4. ALL CONCRETE TO BE CURED IN AN APPROVED MANNER FOR A \MINIMUM OF 7 DAYS.5. MINIMUM REINFORCING LAPS:-HDWW11 - 500MMFABRIC - 2 CROSSRODS + 25MMN BARS - 40 X BAR DIATM - 500MM6. COVER TO REINFORCEMENTINTERNAL 30MMEXTERNAL 40MMGROUND 50MM7. ALL REINFORCEMENT IS TO BE FIRMLY SUPPORTIED ON PLASTIC,INSULATED STEEL OR CONVRETE BAR CHAIRS SPACED AT 1000C/CMAXIMUM.8. TILED AREAS TO HAVE BROOM FINISH, ELSEWHERE TO HAVE STEELTROWEL FINISH.9. CONCRETE SLAB & FOOTINGS HAVE BEEN DESIGNED TO SATISFY THEPERFORMANCE CRITERIA OF SECTION 3 OF AS2870 - RESIDENTIALSLABS & FOOTINGS.10. IN AREAS OF BRITTLE FLOOR COVERINGS EG SLATE OR TILES, ITWOULD BE RECOMMENDED THAT ONE OF THE FOLLOWING MEASURESBE UTILISED:-- INCRESE FABRIC SIZE TO SL92 OR DOUBLE MESH LAYER.- USE A RUBBERISED FLECIBLE ADHESIVE BEDDING- DELAY PLACING TILES FOR A MINIMUM OF 3 MONTHS11. PROVIDE CONTROL JOINTS TO EXTERNAL BRICK PERIMETER INACCORDANCE WITH THE BCA BUT NOT GREATER THAN 6M C/C, WITHIN1M OF CUT/FILL LINE, & AT VARIATIONS WITH FOOTING TYPE.12. THE OWNERS ATTENTION IS DRAWN TO CSIRO PAMPHLET "GUIDE TOHOME OWNER ON FOUNDTAION MAINTENANCE & FOOTINGPERFORMANCE". OWNER SHOULD COMPLY WITH THERECOMMENDATIONS OF THIS PAMPHLET. THE SITE ABOUT THEBUILDING PERIMETER & ALL SERVICE TRENCHES ARE TO BE GRADEDTO DRAIN AWAY FROM THE BUILDING PERIMETER.13. PROVIDE REPLACEMENT EQUIVALENT SIZED LAP BARS FRO ANYREINFORCEMENT THAT IS CUT DUE TO INSTALLATION OF SERVICES ETCTHROUGH SLAB BEAMS AND RIBS. REFER TO CONCRETE NOTES FORLAP LENGTHS.

SECTIONS

6 OF 8

450

mm 100mm CONCRETE SLAB

F 52 MESH

PROVIDE POST STYRUP

450 mm

1 : 100

A3 DWG AM 10 -20



SITE

6 NOVEMBER 20

Toiltet

Bathroom

Kitchen

Mud Room

Dining Room

Laundry

Master Bedroom

Living Room

Bedroom 2

Bedroom 3

Robe

Store Area

robe

Walk

in

pantr

y

Walk in robe

Car Port

Verandah

Verandah

oven sinkdish

washer

island bench

Bathroom 2

Door ScheduleMark Size Description Count Notes

1 2040 mm X 1800 mm 2040 x 1800 Sliding Glass Door 1

2 2040 mm X 1829 mm 1829mm Sliding Door 1

3 2040 mm X 820 mm 820mm Slider - Cavity 6

4 2040 mm X 820 mm 820mm Hinged Door 5

5 2032 mm X 1829 mm 1829mm Sliding Glass Door 1

6 2032 mm X 1524 mm 1524mm Sliding Glass Door 1

7 2040 mm X 3000 mm 2040 x 3000 Sliding Glass Door 1

8 2032 mm X 1524 mm 1524 mm Pocket Door 1

9 2040 mm X 920 mm 920mm Slider - Cavity 1

1

2

3

3

4

5 6

4

7

4

3

8

4

3

33

9

4

Window ScheduleMark Size Description wind capacity N3 Count Notes

1 1200 mm X 1810 mm 1800mm x 1810mm Sliding Window 1




5 1200 mm X 1810 mm 1800mm x 1810mm Sliding Window highligh 1







1

2

3

4

5

6

7

8

9

10

11

window specific highligh

Aluminium

Aluminium

Aluminium

Aluminium

Aluminium

Aluminium

Aluminium

Aluminium

Aluminium

Aluminium

Aluminium

6570 m

m6571 m

m

3690 mm

1589 m

m

1800 m

m11

340 m

m

19741 m

m

16140 m

m3600 m

m

3000 m

m

3390 m

m

17450 mm

3600 mm 6200 mm 7650 mm

17450 mm

3690 mm13760 mm

CONSTRUCTION NOTES

90 X 45 MGP 12 TREATED PINE FLOOR JOIST AT 450 CENTERS2/ 90 X 45 MGP 12 BEARERS AT MAX1800 CENTERS100 X 100 CONCRETE STUMPS AT 1350 CENTERS MAX300 DIA X 250 PADS FOUNDED ON VIRGIN SOIL MIN DEPTH 700PROVIDE WHITE ANT CAPS FOR PROTECTION

290 X 45 F17 TIMBER STRINGERS240 X 38 F17 TIMBER TREADS240 X 19 F17 BACK CLOSURESTEP SIZES (OTHER THAN FOR SPIRAL STAIRS) TO BE:- RISERS (R) 190MM MAX AND 115MM MIN- GOING (G) 355MM MAX AND 240MM MIN- 2R + 1G = 700MM MAX AND 550MM MIN- WITH LESS THAN 125MM MAX GAP TO OPEN TREADS.FOR CLASS 1 AND 10 BUILDINGS ALL TREADS,LANDINGS AND THE LIKE TO HAVE NON-SLIP FINISH ORSUITABLE NON-SKID STRIP NEAR EDGE OF NOSING,AND FOR CLASS 2, 3 AND 4 ALL TREADS, LANDINGSAND THE LIKE TO HAVE A SLIP-RESISTANCECLASSIFICATION OF P3 OR R10 FOR DRY SURFACECONDITIONS AND P3 OR R11 FOR WET SURFACECONDITIONS, OR A NOSING STRIP WITH A SLIPRESISTANCECLASSIFICATION OF P3 FOR DRY SURFACECONDITIONS AND P4 FOR WET SURFACE CONDITIONSTOP OF HAND RAILS TO BE MINIMUM 865MMVERTICALLY ABOVE STAIR NOSING AND FLOOR SURFACEOF RAMPS.

SUB FLOOR LAYOUT

WINDOW /DOOR LAYOUT

2

DETAILS

7 OF 8

1 : 100

A3 DWG AM 10 -20



SITE

6 NOVEMBER 20

2

STORM WATER EROSION CONTROL

8 OF 8

85340 mm

26980 mm

7447 mm

9734

0 mm

43530 mm

5556

0 m

m

PROPOSED SHED

12000 mm

9000 m

m

R20000 mm

R20000 m

m

22311 mm

22710 m

m

10000 mm

10000

26000

OVER 100m

TO W

ATER

CO

URSE

240 AHD

NEIGHBOURS DWELLING

EXISTING STABALISED CUT

REMOVE OBSOLETECRICKET PITCH

EXISTING CUT OFF DRAIN

EXISTING DRIVE

EXISTING CULVERT

PROPOSED DWELLING

Septic TankST 31003100 lt Tank

120 m Absorption Line

10000 L TANK

10000 L TANK

6000

3500

240 AHD240 AHD

240 AHD

239.800 AHD

239.600 AHD

239.600 AHD

240 AHD

240 AHD240 AHD

floor level 240.550 AHD

RISK ASSESSMENT

LOW RISK MINOR EXCAVATION

THE GENERAL CONDITION OF THE PROPERTY IS AN ESTABLISHED BENCHED SITETHE AREA HAS BEEN STABILISED OVER A NUMBER OF PRECEDING YEARSTHE CUT AHS BEEN RE ESTABLISHED AND HAS LARGE TREES GROWING ON FACE AS WELL AS GRASSESTHE PROPOSAL IS NOT TO DISTURBED

THERE IS AN EXISTING ESTABLISHED CUT OF DRAINIT IS NOT PROPOSED TO DISTURBED THE EXISTING DRAIN

THE CONSTRUCTION IS MINIMAL INVASION WITH STUMP AND BEARER CONSTRUCTION

THE MAIN CONSTRAINT IS THE CONSTRUCTION OF ABSORPTION SEPTIC FIELD

PREVENTION

ALL CUT OF DRAINS THAT MAY BE IMPACTED BY MINOR WORKSTO BE DIRECTED TO ONE COLLECTION POINT

SMALL DETENTION DAM CREATED FOR SEDIMENTCOLLECTION AS REQUIREDDAM OVER FLOW DRAIN TO BE PROVIDED WITH HAY BALESAND SECURED WITH STAR POSTS TO PREVENT ANY SEDIMENT OVER FLOW

RESPONSE

BUILDER/OWNER TO MONITOR ALL RUN OFF AND PREVENTANY IMPACT FROM SEDIMENT ON NEIGHBORING PROPERTIES

PERSONS IN CHARGE NEED TO MAKE THEM SELVESAWARE OF THE REQUIREMENTS OF TO EPA EROSION AND SEDIMENT ADVICE1300 372 842 (1300 EPA VIC)HTTPS://WWW.EPA.VIC.GOV.AU/FOR-BUSINESS/FIND-A-TOPIC/EROSION-AND-SEDIMENT/ADVICE-FOR-BUSINESSESBEST PRACTICE ENVIRONMENTAL MANAGEMENT SERIES; EROSION AND SEDIMENTATION

SHALLOW CUT OF DRAIN

DAM

HAY BALE COLLECTION

NOTE EXCAVATION WORK

EXCAVATION WORK IS LIMITED TO CONSTRUCTION AND SEPTIC WORKSNO BENCHING OT MAJOR FILL IS ENVISAGEDNO NATIVE VEGETATION IS TO BE REMOVEDTHE CONSTRUCTION IS ON A FLAT SIGHT WHERE THE AREA HASBEEN STABALISED FOR EXTENDED PERIOD OF TIMEGENERAL CONSTRUCTION RISK MANAGMENT IS AS DOCUMENTED ELSWHEREON THIS PAGE

wind capacity general notes 6 november 20

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