01
M : 0409 169 993
Proposed: ammendmentsdate
concent of the author
in part or in whole with out the written sheet no:Date:
M7 Design Group Pty. Ltd.
cJob No:A : UNIT 9, 61 WATTLE ROAD
MAIDSTONE, VIC 3012
Client:
At:
F - 03 9317 8119
T - 03 9317 8111
copyright 2011: these drawings are not to be copied
730 12.12.11
274 BALLARAT ROAD, FOOTSCRAY
ID PROPERTY GROUP
TRIPLE STOREY UNIT DEVELOPMENT 20.02.13 AS PER BUILDERS REQUEST
COLOUR/MERTERIAL AMENDMENT
PROPOSED TRIPLE STOREY UNIT DEVELOPMENT@ 274 BALLARAT ROAD, FOOTSCRAY
FOR ID PROPERTY GROUP
COPYRIGHT OF THESE PLANS VESTS IN 'M7 DESIGN GROUP PTY LTD''M7 DESIGN GROUP PTY LTD''M7 DESIGN GROUP PTY LTD''M7 DESIGN GROUP PTY LTD' AS THE OWNER.THESE DRAWINGS AND THE INFORMATION HERON REMAINS THE PROPERTY OF 'M7DESIGN GROUP PTY LTD'AND MAY NOT BE COPIED OR USED WITHOUT THEIR WRITTEN CONSENT.
ALL MATERIALS AND WORK PRACTICES SHALL COMPLY WITH, BUT NOT LIMITED TOBUILDING ( interim )REGULATIONS 2006, THE BUILDING CODE OF AUSTRALIA 2007 AND ALL RELEVANTCURRENTAUSTRALIAN STANDARDS ( as amended ) REFERRED TO THEREIN.
SITE PLAN MEASURMENTS IN METERS - ALL OTHER MEASURMENTS IN MILLIMETERS(O.N.O)
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 TOTHECOMMENCEMENT OF ANY WORKS.REPORT ALL DISCREPANCIES TO THIS OFFICE FOR CLARIFICATION.
GENERAL SPECIFICATIONS
ALL WORKS SHALL COMPLY WITH BUT NOT TO BE LIMITED TOTO FOLLOWING AUSTRALIAN STANDARDS.
A.S - 1288 - 1994 GLASS IN BUILDINGS - SELECTION AND INSTULATION. A.S - 1480 CONCRETE STRUCTURES CODE. INSTULATION. A.S - 1562 - 1992 DESIGN ANDE INSTULATION OF SHEET ROOF AND WALL CLADDING. PART 1 METAL. A.S - 1684 - 1999 NATIONAL TIMBER FRAMING CODE A.S - 1860 - 1998 INSULLATION OF PARTICLBOARD FLOORING A.S - 2047 - 1999 WINDOWS IN BUILDINGS-SELECTION AND INSULLATION. A.S - 2049 - 2002 ROOF TILES. A.S - 2050 - 2002 INSULLATION OF ROOFING TILES. A.S - 2870 - 1996 RESIDENTIAL SLABS AND FOOTINGS CONSTRUCTION. A.S - 2904 - 1995 DAMP PROOF COURSES AND FLASHINGS. A.S - 3660 - 2001 CONCRETE STRUCTURES. A.S - 3660.1 - 2000 PROTECTION OF BUILDING AGAINST SUBTERRANEAN TERMITES - PART 1 NEW BUILDINGS A.S - 3700 - 2001 MASONRY STRUCTURES. A.S - 3740 - 2004 WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGS. A.S - 3786 - 1993 SMOKE ALARMS. A.S - 4055 - 1992 WIND LOADING FOR HOUSING A.S - 4100 - 1998 STEEL STRUCTURES A.S - 4256 - 1994/96 PLASTIC ROOF AND WALL CLADDING MATERIALS.
GLAZING, INCLUDINGSFETY GLAZIN, SHALL BE INSTALLED TO A SIZE, TYPE ANDTHICKNESSSO AS TO COMPLY WITH:- BCA PART 3.6 FOR CLASS 1 AND 10 BUILDINGS WITHIN A DESIGN WIND SPEED OF NOTMORE THAN N3; AND- BCA PART B1.4 FO CLASS 2 AND 9 BUILDINGS. REFER TO ACOUSTIC REPORT DATED 13.09-2011 (1) ALL ROOMS - WITHIN 500mm VERTICAL OF FLOOR LEVEL (2) BATHROOMS - WITHIN 1500mm VERTICAL FROM BATH BASE - WITHIN 500mm HORIZONTAL FROM BATH/SHOWER TO SHOWER DOORS, SHOWER SCREENS AND BATH ENCLOSURES (3) LAUNDRY - WITHIN 1200mm VERTICAL FROM FLOOR LEVEL AND /OR WITHIN 300mm VERTICAL OF TROUGH (4) DOORWAYS - WITHIN 300mm HORIZONTAL FROM ALL DOORS (5) ENSUITE - AS FOR (2)
WATER PROOFING OF WET AREAS, BEING BATHROOMS, SHOWER, SHOWER ROOMS,LAUNDRIES,SANITARY COMPARTMENTS AND THE LIKE SHALL BE PROVIDED IN ACCORDANCE WITHAS 3740-2004: WATERPROOFING OF WET AREAS WITHIN RESIDENTIAL BUILDINGS.
SUSTAINABILITY MEASURES FOR NEW CLASS 1 BUILDINGS:UNLESS PERMITTED OTHERWISE, 5 STAR ENERGY EFFICIENCY DESIGNS SHALL BECONSTRUCTEDIN ACCORDANCE WITH THE STAMPED PLANS ENDORSED BY THE ACCREDITED ENERGYRATERWITHOUT ALTERATION, AND SHALL BE GENERALLY RATED TO COMPLY WITH THEFOLLOWING OPTIONS:
(1) FOR NEW CLASS 1 BUILDINGS OTHER THAN THOSE CONSTRUCTED ON A TIMBERFLOOR OR OFEARTH WALL CONSTRUCTION: - OPTION 1: ACHIEVE A HOUSE ENERGY RATING OF 5 STAR FOR THE BUILDING FABRICPLUS A SOLARHOT WATER SYSTEM ACHIEVING AN ENERGY PERFORMANCE OF 60% SOLAR GAIN; OR - OPTION 2: ACHIEVE A HOUSE ENERGY RATING OF 5 STAR FOR THE BUILDING FABRICPLUS A2000 LITRE RAINWATER TANK ( HAVING A MINIMUM 50m2 ROOF CATCHMENT AREA )SUPPLYING ALL SANITARY FLUSHING SYSTEMS;
(2) FOR NEW CLASS 1 DESIGNED CONSTRUCTED ON TIMBER FLOOR TO GROUND FLOOROROF EARTH WALL CONSTRUCTION SUBSTANTIALLY DESIGNED PRIOR TO 30 APRIL 2006: - OPTION 1: ACHIEVE A HOUSE ENERGY RATING OF 5 STAR FOR THE BUILDING FABRIC;OR - OPTION 2: ACHIEVE A HOUSE ENERGY RATING OF 4 STAR FOR THE BUILDING FABRICPLUS ASOLAR HOT WATER SYSTEM ACHIEVING AN ENERGY PERFORMANCE OF 60% SOLAR GAIN;OR - OPTION 3: ACHIEVE A HOUSE ENERGY RATING OF 4 STARS FOR THE BUILDINGFABRIC PLUS A2000 LITRE RAINWATER TANK ( HAVING A MINIMUM 50m2 ROOF CATHMENT AREA )SUPPLYING ALLSANITARY FLUSHING SYSTEMS.
INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLYAUTHORITYREQUIRMENTS.
GENERAL NOTESSTEP SIZES ( OTHER THAN FOR SPIRAL STAIRS ) TO BE: RISERS (R) 190mm MAXIMUM AND 115mm MINIMUM GOINGS (G) 355mm MAXIMUM AND 240mm MINIMUM 2R + 1G = 700mm MAXIMUM AND 550mm MINIMUM 125mm MAXIMUM GAP TO OPEN TREADS
ALL TREADS, LANDINGS AND THE LIKE TO HAVE NON SLIP FINISH OR SUITABLE NON- SKID STRIP NEAREDGE OF NOSING.
PROVIDE BALUSTRADES WHERE CHANGE IN LEVEL EXCEEDS 1000mm ABOVE THE SURFACE BENEATHLANDINGS, RAMPS AND/OR TREADS.BALUSTRADES ( OTHER THAN TENSIONED WIRE BALUSTRADES ) TO BE:
1000mm MIN, ABOVE FINISHED SURFACE LEVEL OF BALCONIES, LANDINGS OR THE LIKE, AND 865mm MIN, ABOVE FINISHED SURFACE LEVEL OF STAIR NOSING OR RAMP, AND VERTICAL WITH A 125mm MAXIMUM GAP BETWEEN, AND ANY HORIZONTAL ELEMENT WITHIN THE BALUSTRADE BETWEEN 150mm AND 760mm ABOVE THE FLOOR MUST NOT FACILITATE CLIMBING WHERE CHANGES IN LEVELS EXCEEDS 4000mm ABOVE THE SURFACE BENEATH LANDINGS, RAMPS AND/OR TREADS.WIRE BALUSTRADE CONSTRUTION TO COMPLY WITH BCA2007 VOLUME 2 PART 3.9.2.3 FOR CLASS 1 AND 10BUILDINGS AND BCA2007 VOLUME 1 PART D2.16 FOR OTHER CLASSES OF BUILDINGS.
HAND RAILS TO BE 865mm MINIMUM ABOVE STAIR NOSING AND LANDINGS.
THESE PLANS HAVE BEING PREPARED FOR THE EXCLUSIVE USE BY THE CLIENT OFM7 DISIGN GROUP PTY LTDM7 DISIGN GROUP PTY LTDM7 DISIGN GROUP PTY LTDM7 DISIGN GROUP PTY LTD ( 'THE DESIGNER' ) FOR THE PURPOSE EXPRESSLY NOTIFIED TO THEDESIGNER. ANY OTHER PERSON WHO USES OR RELIES ON THESE PLANS WITHOUT THEDESIGNER'S WRITTEN CONSENT DOSE SO AT THEIR OWN RISK AND NO RESPOSIBILITY ISACCEPTED BY THE DESIGNER FOR SUCH USE AND/OR RELIANCE.
ALL DOOR TI BE 2040MM IN HEIGHT (U.N.O)
THE APPROVAL OF THIS OFFICE OF A SUBSTITUTE MATERIAL, WORK PRACTICE, VARIATIONSOR THE LIKE IS NOT AN AUTHORISATION FOR ITS USE 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.
WINDOW SIZES NOMINATED ARE NOMINAL ONLY. ACTUAL SIZE MAY VARY ACCORDINGTO MANUFACTURER. WINDOWS TO BE FLASHED ALL AROUND.
WINDOWS TO BE FLASHED AROUND
WHERE THE BUILDING ( EXCLUDES CLASS 10 ) IS LOCATED IN A TERMITE PRONE AREA THE AREATO UNDERSIDE OF BUILDING OF BUILDING AND PERIMETER IS TO BE TREATED AGAINSTTERMITE ATTACK.
FOR BUILDINGS IN MARINE OR OTHER EXPOSURE ENVIROMENTS SHALL HAVE MASONRY UNITS,MORTAR AND ALL BUILT IN COMPONENTS AND THE LIKE COMPLYING WITH THE DURABILITYREQUIREMENTS OF TABLE 5.1 OF AS 3700-2001 MASONRY STRUCTURES
CONCRET STUMPS: UP TO 1400mm LONG TO BE 100mm x 100mm (1 No. H.D.WIRE) 1401mm TO 1800mm LONG TO BE 100mm x 100mm (2 No. H.D. WIRES) 1801mm TO 3000mm LONG TO BE 125mm x 125mm (2 No. H.D WIRES) 100mm x 100mm STUMPS EXCEEDING 1200mm ABOVE GROUND LEVEL TO BE BRACED WHERE NO PERIMETER BASE BRICKWORK PROVIDED.
ALL STORMWATER TO BE TAKE TO LEGAL POINT OF DISCHARGE TO THE RELEVANTAUTHORITIES APPROVAL.
STORMWATER:
100mm DIA. CLASS 6 UPVC STORMWATER LINE LAID TO A MINIMUM GRADE OF 1:100 ANDCONNECT TO THE LEGAL POINT OF STORMWATER DISCHARGE. PROVIDE INSPECTION OPENINGSAT 9000mm C/C AND AT EACH CHANGE OF DIRECTION.
THE COVER TO UNDERGROUND STORMWATER DRAINS SHALL BE NOT LESS THAN: 100mm UNDER SOIL 50mm UNDER PAVED CONCRETE AREAS 100mm UNDER UNREINFORCED CONCRETE OR PAVED DRIVWAYS 75mm UNDER REINFORCED CONCRETE DRIVEWAYS
THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT STRUCTURAL, GEOTECHNICALAND ALL OTHER CONSULTANTS DRAWINGS/DETAILS AND WITH ANY OTHER WRITTEN INSTRUCTIONSISSUED IN THE COURSE OF THE CONTRACT.
THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY AND GENERALWATER TIGHTNESS OF ALL NEW AND/OR EXISTING STRUCTURES DURING ALL WORKS.
THE BUILDER AND SUBCONTRACTOR SHALL ENSURE THAT ALL STORMWATER DRAINS,SEWER PIPES AND THE LIKE ARE LOCATED AT A SUFFICIENT DISTANCE FROM ANY BUILDINGSFOOTING AND/OR SLAB EDGE BEAMS SO AS TO PREVENT GENERAL MOISTURE PENETRATION,DAMPNESS, WEAKNENING AND UNDERMINING OF ANY BUILDING AND ITS FOOTING SYSTEM.
SITE CLASSIFICATION: H2
SITE CLASSIFICATION AS CLASS: HREFER TO SOIL REPORT No: 111154BY: HARDROCK GEOTECHNICAL
DESIGN GUST WIND SPEED / WIND CLASSIFICATION: REGION "______ "REFER TO WIND CLASSIFICATION SYSTEM BY _______________, JOB NUMBER: _______________
BUILDING TIE-DOWNS TO BE PROVIDED IN ACCORDANCE WITH AS 1684 - 2006 FOR AN ASSUMEDDESIGN GUST WIND SPEED / WIND CLASSIFICATION OF ________________________________________( SUBJECT TO CONFIRMATION ON SITE BY RELEVANT BUILDING SURVEYOR AT FIRST INSPECTION )REFER TO AS1684 FOR CONSTRUCTION REQUIREMENTS.
AUTHORITIES / CONSULTANTS
MUNICIPALITY: NAME:
SEWERAGE AUTHORITY: NAME:
RELEVANT BUILDING SURVEYOR: NAME:
CONSULTING STRUCTURAL ENGINEER: NAME:
GEOTECHNICAL ENGINEER: NAME:
MARIBYRNONG Ph: 9688 0200
CITY WEST WATER Ph: 131691
TBA
D & A CONSULTING
HARDROCK GEOTECHNICAL
HOUSEENERGY RATING
FirstRate 5
single dwelling rating MJ/mstars
multi-unit development (attach listing of ratings)
Accreditation number
Signature Date
VIC/BDAV/11/4082
Yianni Kambour 23/11/2011
5.2 140.8 2
house energy rating softwareHOUSEENERGY RATING
FirstRate 5
single dwelling rating MJ/mstars
multi-unit development (attach listing of ratings)
Accreditation number
Signature Date
2
house energy rating softwareHOUSEENERGY RATING
FirstRate 5
single dwelling rating MJ/mstars
multi-unit development (attach listing of ratings)
Accreditation number
Signature Date
2
house energy rating software
HOUSEENERGY RATING
FirstRate 5
single dwelling rating MJ/mstars
multi-unit development (attach listing of ratings)
Accreditation number
Signature Date
2
house energy rating softwareHOUSEENERGY RATING
FirstRate 5
single dwelling rating MJ/mstars
multi-unit development (attach listing of ratings)
Accreditation number
Signature Date
2
house energy rating softwareHOUSEENERGY RATING
FirstRate 5
single dwelling rating MJ/mstars
multi-unit development (attach listing of ratings)
Accreditation number
Signature Date
2
house energy rating software
HOUSEENERGY RATING
FirstRate 5
single dwelling rating MJ/mstars
multi-unit development (attach listing of ratings)
Accreditation number
Signature Date
2
house energy rating softwareHOUSEENERGY RATING
FirstRate 5
single dwelling rating MJ/mstars
multi-unit development (attach listing of ratings)
Accreditation number
Signature Date
2
house energy rating software
UNIT 1 UNIT 2 UNIT 3
UNIT 4 UNIT 5 UNIT 6
UNIT 7 UNIT 8
VIC/BDAV/11/4082
Yianni Kambour 23/11/2011
VIC/BDAV/11/4082
Yianni Kambour 23/11/2011
VIC/BDAV/11/4082
Yianni Kambour 23/11/2011
VIC/BDAV/11/4082
Yianni Kambour 23/11/2011
VIC/BDAV/11/4082
Yianni Kambour 23/11/2011
VIC/BDAV/11/4082
Yianni Kambour 23/11/2011
VIC/BDAV/11/4082
Yianni Kambour 23/11/2011
5.2 138.6 5.3 137.0
5.1 144.1 5.1 143.8 5.0 146.4
5.0 147.4 5.4 134.2
02
M : 0409 169 993
Proposed: ammendmentsdate
concent of the author
in part or in whole with out the written sheet no:Date:
M7 Design Group Pty. Ltd.
cJob No:A : UNIT 9, 61 WATTLE ROAD
MAIDSTONE, VIC 3012
Client:
At:
F - 03 9317 8119
T - 03 9317 8111
copyright 2011: these drawings are not to be copied
730 12.12.11
274 BALLARAT ROAD, FOOTSCRAY
ID PROPERTY GROUP
TRIPLE STOREY UNIT DEVELOPMENT 20.02.13 AS PER BUILDERS REQUEST
COLOUR/MERTERIAL AMENDMENT
0 5 10SITE PLAN
SCALE 1:200
LAND FALL NOTE:LAND FALL NOTE:LAND FALL NOTE:LAND FALL NOTE:
LAND FALL CONTOURS SHOWN ON DRAWINGS AREAPPROXIMATE ONLY. BUILDER & CONCRETE SLAB /FOOTING CONTRACTOR TO VARIFY LAND FALL &FINISH FLOOR LEVEL BEFORE ANYWORK COMMENCES.
NOTE:NOTE:NOTE:NOTE:
ALL DIMENSIONS, SITE LEVLES TO BE CHECKED BYBUILDER & SUB-CONTRACTORS PRIOR TOCOMMENCEMENT OF WORKS.DISCREPENCIES TO BE REPORTED IMMEDIATELY.
FIVE STAR ENERGYFIVE STAR ENERGYFIVE STAR ENERGYFIVE STAR ENERGYRATING REQUIREMENTSRATING REQUIREMENTSRATING REQUIREMENTSRATING REQUIREMENTS(refer to report)(refer to report)(refer to report)(refer to report)
* ceiling insulation as R___ batts or similar* ceiling insulation as R___ batts or similar* ceiling insulation as R___ batts or similar* ceiling insulation as R___ batts or similar
* All external walls insulation as R___ batts* All external walls insulation as R___ batts* All external walls insulation as R___ batts* All external walls insulation as R___ batts between studs or similar (inc. garage wall) between studs or similar (inc. garage wall) between studs or similar (inc. garage wall) between studs or similar (inc. garage wall)
* Utility rooms (bath, l'dry, wc) doors to be* Utility rooms (bath, l'dry, wc) doors to be* Utility rooms (bath, l'dry, wc) doors to be* Utility rooms (bath, l'dry, wc) doors to be sealed with 3mm foam, neoprene strips or similar sealed with 3mm foam, neoprene strips or similar sealed with 3mm foam, neoprene strips or similar sealed with 3mm foam, neoprene strips or similar
* External doors to be sealed with 3mm foam,* External doors to be sealed with 3mm foam,* External doors to be sealed with 3mm foam,* External doors to be sealed with 3mm foam, neoprene strips or similar neoprene strips or similar neoprene strips or similar neoprene strips or similar
* Weather strips to be fitted to all external doors* Weather strips to be fitted to all external doors* Weather strips to be fitted to all external doors* Weather strips to be fitted to all external doors
* All gaps between; window frames, doors, plumbling* All gaps between; window frames, doors, plumbling* All gaps between; window frames, doors, plumbling* All gaps between; window frames, doors, plumbling fixtures and penetrations to be sealed with calking fixtures and penetrations to be sealed with calking fixtures and penetrations to be sealed with calking fixtures and penetrations to be sealed with calking or silicone sealant, includng any skylights or silicone sealant, includng any skylights or silicone sealant, includng any skylights or silicone sealant, includng any skylights
The dwelling has been designed to acheive a 5 STAR ENERGYThe dwelling has been designed to acheive a 5 STAR ENERGYThe dwelling has been designed to acheive a 5 STAR ENERGYThe dwelling has been designed to acheive a 5 STAR ENERGYRATING and include aRATING and include aRATING and include aRATING and include a2000 litre RAIN WATER TANK (roof catchment of 50m²)2000 litre RAIN WATER TANK (roof catchment of 50m²)2000 litre RAIN WATER TANK (roof catchment of 50m²)2000 litre RAIN WATER TANK (roof catchment of 50m²)connected to all sanitaryconnected to all sanitaryconnected to all sanitaryconnected to all sanitaryflushing systems or SOLAR WATER HEATER system with 60%flushing systems or SOLAR WATER HEATER system with 60%flushing systems or SOLAR WATER HEATER system with 60%flushing systems or SOLAR WATER HEATER system with 60%solar gain. Uponsolar gain. Uponsolar gain. Uponsolar gain. Uponcompletion of the dwelling, the builder shall present to thecompletion of the dwelling, the builder shall present to thecompletion of the dwelling, the builder shall present to thecompletion of the dwelling, the builder shall present to theRelevant Building SurveyorRelevant Building SurveyorRelevant Building SurveyorRelevant Building Surveyorthe First Rate Compliance Report.the First Rate Compliance Report.the First Rate Compliance Report.the First Rate Compliance Report.
LETTER BOXLETTER BOXLETTER BOXLETTER BOX
HOT WATER SERVICEHOT WATER SERVICEHOT WATER SERVICEHOT WATER SERVICE
METER BOXMETER BOXMETER BOXMETER BOX
RUBISH BINRUBISH BINRUBISH BINRUBISH BIN
RECYCLE BINRECYCLE BINRECYCLE BINRECYCLE BIN
HABITAL WINDOWHABITAL WINDOWHABITAL WINDOWHABITAL WINDOW
NON HABITAL WINDOWNON HABITAL WINDOWNON HABITAL WINDOWNON HABITAL WINDOW
GAS METERGAS METERGAS METERGAS METER
CLOTHES LINECLOTHES LINECLOTHES LINECLOTHES LINE
RAIN WATER TANKRAIN WATER TANKRAIN WATER TANKRAIN WATER TANK
SITE NOTESREFER TO:HARDROCK GEOTECHNICALPLAN OF SURVEY REF No: 111154FOR LOCATION OF CONTOUR INTERVALS,BOUNDARIES, FENCES, SURFACE PITS,VALVE COVERS ECT.
LEVELS ARE TO AHD.
NO DIRECT KNOWLEDGE IS CLAIMED OF THE LOCATIONOF UNDERGROUND SERVICES.
PRIOR TO ANY EXCAVATION OR CONSTRUCTION,THE RELEVANT AUTHORITY SHOULD BE CONTACTEDTO LOCATE POSSIBLE UNDERGROUND SERVICES.
GROUND MUST BE GRADED AWAY FROMEXTERNAL WALLS AND SURFACE WATER PROPERLYDRAINED BY MEANS OF SURFACE/CUT-OFF DRAINSCONNECTED INTO SWD VIA SILT PITS
BLOCK BEARINGS MUST BE CONFIRMED PRIOR TOCONSTRUCTION.
ENSURE THAT ALL PRECAUTIONS ARE TAKEN TOPROTECT ADJOINING PROPERTY/PUBLIC DURINGEXCAVATION/CONSTRUCTION/DEMOLISHIONOWNERS OF ADJOINING PROPERTY MUST BE CONSULTEDPRIOR TO REMOVING/ALTERING SHARED FENCING
NO PART OF THE PROPOSED STRUCTURE OR FOOTING ISTO ENCROACH THE TITLE BOUNDARIES
F.F.L. TO BE CONFIRMED ON SITE BY BUILDINGSUPERVISOR AFTER COMPLETION OF SITE WORKS.
CONNECT STORMWATER TO LEGAL POINT OFCONNECT STORMWATER TO LEGAL POINT OFCONNECT STORMWATER TO LEGAL POINT OFCONNECT STORMWATER TO LEGAL POINT OFDISCHARGE AS DIRECTED BY LOCAL COUNCIL &DISCHARGE AS DIRECTED BY LOCAL COUNCIL &DISCHARGE AS DIRECTED BY LOCAL COUNCIL &DISCHARGE AS DIRECTED BY LOCAL COUNCIL &AS PER APPROVED DRAINAGE PLANAS PER APPROVED DRAINAGE PLANAS PER APPROVED DRAINAGE PLANAS PER APPROVED DRAINAGE PLAN
SITE TO BE DRAINED TO THE SATISFACTION OFTHE BUILDING SURVEYOR.
CONNECT 90mm PVC STORMWATER DRAIN AT1:100 MIN. FALL, WITH INSPECTION OPENINGS AT9M MAX. CTRS. AND AT CHANGE OF DIRECTIONUNLESS NOTED OTHERWISE.
DOWNPIPE LAYOUT MAY VARY ON SITE SHOULD THERELEVANT BUILDING SURVEYOR/COUNCIL REQUIRE IT.
DP: DOWN PIPEDPS: DOWN PIPE WITH SPREADERRH: RAIN HEAD
DOWNPIPES TO BE PROVIDE AT MAX. 12M CENTRES
PROVIDE A.G. DRAINS WHERE REQUIRED &CONNECT TO S/WATER DRAIN VIA SILT PIT
CONNECT SEWERAGE AS PER RELEVANTAUTHORITY APPROVAL AND TO APPROVEDDISCHARGE POINT. FINAL SEWER PIPE LAYOUTMAY BE ALTERED IF REQUIRED BY RELEVANTSEWER AUTHORITY.
PROVIDE 100mm DIA. UPVC SEWER PIPE
LOCATION OF SECOND EXTERNAL TAP TO BEDETERMINED BY POSITION OF OVERFLOW RELIEF GULLY.
CUT / FIL PROPOSALS & FINISHED FLOOR LEVELS ONTHIS SITE PLAN TO BE CHECKED & CONFIRMED PRIORTO CONSTRUCTION BY THE BUILDER / OR SUB-CONTRACTORS.
RWT
NOTE:NOTE:NOTE:NOTE:
CL
BIN
R.BIN
MB
HWS
LB
G
HW
NHW
LEDGENDLEDGENDLEDGENDLEDGEND
The dwelling has been designed to acheive a 5 STAR ENERGYRATING and include a 2000 litre RAIN WATER TANK (roofcatchment of 50m²) connected to all sanitary flushing systemsor SOLAR WATER HEATER system with 60% solar gain.Upon completion of the dwelling, the builder shall present to theRelevant Building Surveyor the First Rate Compliance Report.
ALL DIMENSIONS TO BE CHECKED BY BUILDER& SUB-CONTRACTORS PRIOR TO COMMENCEMENT OF WORKS.DISCREPENCIES TO BE REPORTED IMMEDIATELY.
CONNECT SEWER TO LEGAL POINT OF DISCHARGEAS PER DIRECTED BY LOCAL COUNCIL.
DOWNPIPE LAYOUT MAY VARY ON SITE SHOULDTHE RELEVANT BUILDING SURVEYOR/COUNCIL REQUIRE IT.
NOTE:(LEGAL POINT OF DISCHARGE)STORM WATER TO BE CONNECTEDTO LEGAL POINT OF DISCHARGEAS PER LOCAL COUNCIL REQUIREMENTS
DP Denote: 100 x 50 g.i downpipe
DPS Denote: 100 x 50 g.i downpipe with spreaderRH Denote: rain water head
2,000
FALL 1:20DRAINNGL
DWELLING
Greade surface away from house for a minimum distanceof 2000mm at 1 in 20 minimum fall. Collect stormwater
with 115w x 95 d PVC channel or spoon drain and connect
to stormwater system
SURFACE DRAINNOT TO SCALE
11,880
3,685
12,8
70
1,145
6,629
2,017
9,007.
6,606
7,974
6,700
6,542
6,574
90 2,800 90
90
920
90
LAWN ANDLANDSCAPE
LAWN ANDLANDSCAPE
LAWN ANDLANDSCAPE
LAWN ANDLANDSCAPE
LAWN ANDLANDSCAPE
PRIVATEOPENSPACE
PRIVATEOPENSPACE
PRIVATEOPENSPACE
EXISTING
SINGLE STOREY
WEATHERBOARD
DWELLING
METAL ROOF
TIM
BER
PALIN
G F
EN
CE
EXISTING
SINGLE STOREY
WEATHERBOARD
DWELLING
METAL ROOF
GARAGE
GALV.SHED
TIM
BER
FEN
CE
HO
RIZ
ON
TAL T
IMBER
FENC
E
EXISTING
SINGLE STOREY
BRICK DWELLING
TILED ROOFING
GARDEN
DOORS PLUS
NO
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CO
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ATH
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GALV.SHED GARAGE
EXIS
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COMMON CONCRETE DRIVEWAY
CONCRETE DRIVEWAY
LAWN ANDLANDSCAPE
EXISTING
DOUBLE STOREY
WEATHERBOARD
AND RENDERED
CONCRETE UNIT
METAL ROOF
EXISTING
DOUBLE STOREY
WEATHERBOARD
AND RENDERED
CONCRETE UNIT
METAL ROOF
EXISTING
DOUBLE STOREY
WEATHERBOARD
AND RENDERED
CONCRETE UNIT
METAL ROOF
NEW TIMBER PALING FENCE 1.8MH
NEW
TIM
BE
R P
ALIN
G F
EN
CE
1.8
MH
33.6
4
33.7
8
34.04
33.98
34.0033.55
34.00
33.98
33.70
33.84
274 BALLARAT ROAD,
FOOTSCRAY
SUBJECT SITE
272 BALLARAT ROAD,
FOOTSCRAY
276-282 BALLARAT ROAD,
FOOTSCRAY
BRICK WALL
OLD BRICK
WAREHOUSE
EXISTINGEXISTING
SINGLE STOREY
Public
Acq
uisition
Ove
rlay
shown s
haded
hw
hw
hw
hw
hw
hwhw
dr
dr
dr
dr hwhw
hw hw hw hw
hw
hw
ww
w
w
w
dr
dr
COVERED VERANDAH
GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE
1
23
45
6
78
910
111213
1
2
34
56
7
89
10
1112
1314
15
1
2
34
56
7
89
10
1112
13
1
2
34
56
7
89
10
1112
13
1
2
34
56
7
89
10
1112
13
1
2
34
56
7
89
10
1112
1
2
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56
7
89
10
1112
13
1
2
34
56
7
89
10
1112
STORAGE
STORAGE
STORAGE
STORAGE
STORAGE
STORAGE
STORAGE
STORE
F.F.L 33.95 F.F.L 33.95 F.F.L 33.95 F.F.L 33.95 F.F.L 33.95 F.F.L 33.95 F.F.L 33.95 F.F.L 33.95
A.H.D A.H.D A.H.D A.H.D A.H.D A.H.D A.H.D A.H.D
PERMEABLE DRIVEWAY PAVEMENTSELECTED CONCRETE DRIVEWAY
SETBACK
SETBACK
SETBACK
SETBACK
SETBACK
SETBACK
SETBACK
BIN AREA
1.83 EASEMENT
ALLOTMENT BOUNDARY 58.13m (178° 43')
FIRST FLOOR OVER FIRST FLOOR OVER FIRST FLOOR OVER FIRST FLOOR OVER FIRST FLOOR OVER FIRST FLOOR OVER
FIRST FLOOR OVER FIRST FLOOR OVER FIRST FLOOR OVER FIRST FLOOR OVER FIRST FLOOR OVER FIRST FLOOR OVER FIRST FLOOR OVER FIRST FLOOR OVER
13
1415
13
1415
13
14 15 14 15
1313
1415
13
15 15
13
14 14 16
PROVIDE SIGNAGE(NOT RIGHT TURN)
DP
INTERNAL DOWNPIPEINTERNAL DOWNPIPEINTERNAL DOWNPIPE
DP
INTERNAL DOWNPIPEINTERNAL DOWNPIPEINTERNAL DOWNPIPEINTERNAL DOWNPIPE
w.m
w.m
w.m
w.m
w.m
w.m w.m
G G G G G G G G
ACUNIT
HW
MAIL BOXES/ M/B
PROTECTIVE CONCRETE
FILLED 100mm dia BOLLARDS
gate
COLORBOND FENCE
WITH GATE
ALLOTMENT BOUNDARY 53.29m (358° 53')
ALLOTMENT BOUNDARY 13.16m (88° 50')
ALLOTMENT BOUNDARY 14.17m (288° 47')
REFER TO DETAIL
DP
RWT
RWT
RWT
DP DPDP DP
RWT
RWT
RWT
RWT
DP DP DP
INTERNAL DOWNPIPE
03
M : 0409 169 993
Proposed: ammendmentsdate
concent of the author
in part or in whole with out the written sheet no:Date:
M7 Design Group Pty. Ltd.
cJob No:A : UNIT 9, 61 WATTLE ROAD
MAIDSTONE, VIC 3012
Client:
At:
F - 03 9317 8119
T - 03 9317 8111
copyright 2011: these drawings are not to be copied
730 12.12.11
274 BALLARAT ROAD, FOOTSCRAY
ID PROPERTY GROUP
TRIPLE STOREY UNIT DEVELOPMENT 20.02.13 AS PER BUILDERS REQUEST
COLOUR/MERTERIAL AMENDMENT
0 5 10
230
6,200
230
200230
6,000
230
2301,10090
2,040
90
1,870
90
3,036
2,474
1,150
6,660
90 900 90 3,905230
4,289 90 930230
930 90 4,290230
4,290 90 930230
90 1,345 230 7,700 230 930230
930 230 8,530 230 930 230
1,665 7,700 2,550 8,530 1,160115 115
5,100 5,540. 5,540 5,540
21,605 230
1,255 230 3,500 230 5,310. 230 5,310 230 5,309 230
896 359 20,350 230
21,835
2,800
300
90090
355
900
90
200
200
200
2,631
3,036
730 300 4,300 300 5,240 300 5,240 300 5,240 300
200
200
1,150
1,150
1,150
1,150
4,755
4,755
4,755
4,955
4,955
4,955
545 1,280 230 515 230
600
900
600
715
2,700
2,800
1,750
679
2,970
1,445
1,745
1,745
1,470
260
90
1,500
230
1,470
260
90
1,500
230
90
90
90
500
ef
sd
A
GARAGEGARAGEGARAGEGARAGE
123456
78
910
111213
12345678910111213
123456789101112
12345678910111213
123456789101112
STORAGE
STORAGE
STORAGE
STORE
F.F.L 33.95 F.F.L 33.95 F.F.L 33.95 F.F.L 33.95A.H.D A.H.D A.H.D A.H.D
FIRST FLOOR OVER FIRST FLOOR OVER FIRST FLOOR OVER FIRST FLOOR OVER
FIRST FLOOR OVER FIRST FLOOR OVER FIRST FLOOR OVER FIRST FLOOR OVER FIRST FLOOR OVER
13
1415
13
1415
13
14 15 14 15
1313
1415
GROUND FLOOR PLANSCALE 1:100
DENOTE SMOKE ALARM HARD WIRED TOMAINS WITH BACKUP BATTERY AS PERB.C.A REQUIREMENTS
DENOTE LIFT OFF / REMOVABLE HINGES:IF CENTER OF THRESHOLD IS LESS THAN1.2M FROM FRONT EDGE OF SANITY FITTINGS
DENOTE LOCATION OF GAS HEATER
CAVITY SLIDING DOOR
SLIDING DOOR
BI-FOLD DOOR
DENOTE LOCATION OF DOWNPIPEWITH SPREADER
DENOTE LOCATION OF FIRE PLACE
DENOTE ARTICULATION JOINT IN BRICKWORK@ 6000 MAX. SPACING & AS PER SOIL REPORT
DENOTE LOCATION OF DOWNPIPE TOBECONNECTED TO SWD SYSTEM
AJ
C/S
SL
BFD
DP
DPS
GH
FP
FFL
FGL
DENOTE FINISHED FLOOR LEVEL (AHD)
DENOTE FINISHED GROUND LEVEL (AHD)
DENOTE 100mm UPVC SWD TO BECONNECTED TO LEGAL POINT OF DISCHARGE(LPOD) AND TO THE APPROVAL OF THERELEVENT LOCAL AUTHORITY
DENOTE EXHAUST FAN, MECHANICALVENTILATION FROM ENS, POWDER ROOMAND L'DRY TO BE DUCTED TO OUTSIDE AIR
GENERAL LEDGENDGENERAL LEDGENDGENERAL LEDGENDGENERAL LEDGEND
LAUNDRYBR BROOM CUP'D
Tr TROUGH 45LtWM WASHING MACHINEDRY DRYER
BATHROOMV VANITY BASIN - selectedSH, POWDER N/ASH, ENSUITE N/A
SH, BATH N/ABATH N/A
KITCHEN
REF REFRIDGERATORSSS STAINLESS STEEL SINKST STOVEDW WISHWASHER
WO WALL OVENO/H OVER HEAD CUP'DPAN PANTRY
NOTE:DO NOT SCALE - DIMENSIONS TAKEPRECEDENCE OVER SCALE
FOUNDATION CLASSIFICATION"CLASS "H" A.S. 2870-1996
REFER TO ENGINEERS SOIL REPORT TOCONFIRMREFER TO ENGINEERS COMP'S FOR SLABDESIGN
ALL DIMENSIONS TO BE CHECKED BYBUILDER & OR SUB-CONTRACTORS PRIORTO COMMENCEMENT OF WORKS.DISCREPENCIES TO BE REPORTEDIMMEDIATELY.
refer to unit 5 floor plan for details
(UNIT 1) (UNIT 2) (UNIT 3) (UNIT 4)
UNIT 1 TO 4
UNIT 1 TO 4
2100h x 1500w
sld door
2400h x 3000wpanel lift door
2400h x 3200wpanel lift door
2400h x 3200wpanel lift door
2400h x 3200wpanel lift door
820 820
820720
720
820
820720
720
CL CL CL CL
UP UP UP UP UP
2 W
AY SLD
2 W
AY SLD
2 W
AY SLD
2 W
AY SLD
w.m
w.m
w.m
w.m
L'DRY
L'DRY
L'DRY
L'DRY
MAIL BOXES/ M/B
FIRST FLOOR OVER
FIRST FLOOR OVER
FIRST FLOOR OVER
FIRST FLOOR OVER
AJ AJ AJ AJ AJ AJ AJ AJ AJ
AJAJAJAJ
UNIT 2groung floor: 36.05m² 3.88sqfirst floor: 48.32m² 5.20sqbalcony: 8.55m² 0.92sqsecond floor: 48.03m² 5.17sq
total: 140.95m2 -15.17sq
UNIT 8groung floor: 36.34m² 3.91sqfirst floor: 53.30m² 5.74sqbalcony: 8.44m² 0.91sqsecond floor: 38.50m² 4.14sq
total: 136.58m2 -14.70sq
UNIT 7groung floor: 36.05m² 3.88sqfirst floor: 52.86m² 5.69sqbalcony: 8.65m² 0.93sqsecond floor: 42.64m² 4.59sq
total: 140.02m2 -15.09sq
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSIS
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSIS AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSIS
UNIT 3groung floor: 36.05m² 3.88sqfirst floor: 48.32m² 5.20sqbalcony: 8.55m² 0.92sqsecond floor: 48.03m² 5.17sq
total: 140.95m2 -15.17sq
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSISUNIT 4groung floor: 36.05m² 3.88sqfirst floor: 48.32m² 5.20sqbalcony: 8.55m² 0.92sqsecond floor: 48.03m² 5.17sq
total: 140.95m2 -15.17sq
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSIS
UNIT 6groung floor: 36.05m² 3.88sqfirst floor: 48.32m² 5.20sqbalcony: 8.55m² 0.92sqsecond floor: 48.03m² 5.17sq
total: 140.95m2 -15.17sq
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSISUNIT 5groung floor: 36.05m² 3.88sqfirst floor: 48.32m² 5.20sqbalcony: 8.55m² 0.92sqsecond floor: 48.03m² 5.17sq
total: 140.95m2 -15.17sq
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSIS
D01
D02 D02D01
D02D01 D01
D02D01
selected balustrade to be min. 1000h
above FFL, as per BCA requirements
staircase to m
anufacturers
specifications andcomputations
DP
REFER TO DETAIL
CL
F.F.L
LETTER BOX (x8)METER BOX (x8)
METER BOX / LETTER BOX DETAILSCALE 1:100
(DIMENSIONS TO BE CONFIRMED)
Site area = 737.63m2
Total Dwelling Footprint = 283.37m2
site coverage = 38.41%permable area =61.58%
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSISUNIT 1groung floor: 30.73m² 3.31sqfirst floor: 46.45m² 5.00sqbalcony: 8.04m² 0.86sqsecond floor: 36.95m² 3.98sq
total: 123.17m2 -13.15sq
G G G G G G G G
PROTECTIVE CONCRETEFILLED 100mm dia BOLLARDS
above N.G.L
720
NOTE: ALL COLUMNS AND EXPOSED BEAMSTO BE PAINTED WITH FIRE RATED PAINT WITH A MIN.
60/60/60 FIRE RATING
RWT
RWT
RWT
DP DPDP
INTERNAL DOWNPIPEINTERNAL DOWNPIPEINTERNAL DOWNPIPEINTERNAL DOWNPIPE
INTERNAL DOWNPIPE
04
M : 0409 169 993
Proposed: ammendmentsdate
concent of the author
in part or in whole with out the written sheet no:Date:
M7 Design Group Pty. Ltd.
cJob No:A : UNIT 9, 61 WATTLE ROAD
MAIDSTONE, VIC 3012
Client:
At:
F - 03 9317 8119
T - 03 9317 8111
copyright 2011: these drawings are not to be copied
730 12.12.11
274 BALLARAT ROAD, FOOTSCRAY
ID PROPERTY GROUP
TRIPLE STOREY UNIT DEVELOPMENT 20.02.13 AS PER BUILDERS REQUEST
COLOUR/MERTERIAL AMENDMENT
0 5 10
230 5,310 230 5,310 230 5,310 230 5,510
22,360
115 1151,160 8,530 2,550 9,890
230 930 90 4,290 230 4,290 90 930230
930 90 4,290230
930 90 4,260 230
230 930 230 8,530 230 2,090 230 9,890
5,540. 5,540 5,540 5,625
230 22,130
230
4,610
90
1,500
230
230
6,000
230
200
6,460
6,660
200
200
200
200
1,150
1,150
4,955
4,955
4,955
4,755
4,755
4,955
300 5,230 300 5,240 300 5,255 300 5,170 300
90
1,500
230
90
1,500
230
90
1,500
230
90
1,500
230
90
1,500
230
300
1,445
1,745
90
90 90
1,470
260
1,470
260
1,470
260
1,470
260
90
1,470
260
90
sd
ef
A
GARAGEGARAGEGARAGEGARAGE
1234567891011121314
15
12345678910111213
123456789101112
12345678910111213
123456789101112
STORAGE
STORAGE
STORAGE
STORAGE
F.F.L 33.95 F.F.L 33.95 F.F.L 33.95 F.F.L 33.95A.H.D A.H.D A.H.D A.H.D
FIRST FLOOR OVER FIRST FLOOR OVER
FIRST FLOOR OVER FIRST FLOOR OVER FIRST FLOOR OVER FIRST FLOOR OVER
14 15
1313
1415
13
15 15
13
14 14 16
refer to unit 4 floor plan for details
GROUND FLOOR PLANSCALE 1:100
DENOTE SMOKE ALARM HARD WIRED TOMAINS WITH BACKUP BATTERY AS PERB.C.A REQUIREMENTS
DENOTE LIFT OFF / REMOVABLE HINGES:IF CENTER OF THRESHOLD IS LESS THAN1.2M FROM FRONT EDGE OF SANITY FITTINGS
DENOTE LOCATION OF GAS HEATER
CAVITY SLIDING DOOR
SLIDING DOOR
BI-FOLD DOOR
DENOTE LOCATION OF DOWNPIPEWITH SPREADER
DENOTE LOCATION OF FIRE PLACE
DENOTE ARTICULATION JOINT IN BRICKWORK@ 6000 MAX. SPACING & AS PER SOIL REPORT
DENOTE LOCATION OF DOWNPIPE TOBECONNECTED TO SWD SYSTEM
AJ
C/S
SL
BFD
DP
DPS
GH
FP
FFL
FGL
DENOTE FINISHED FLOOR LEVEL (AHD)
DENOTE FINISHED GROUND LEVEL (AHD)
DENOTE 100mm UPVC SWD TO BECONNECTED TO LEGAL POINT OF DISCHARGE(LPOD) AND TO THE APPROVAL OF THERELEVENT LOCAL AUTHORITY
DENOTE EXHAUST FAN, MECHANICALVENTILATION FROM ENS, POWDER ROOMAND L'DRY TO BE DUCTED TO OUTSIDE AIR
GENERAL LEDGENDGENERAL LEDGENDGENERAL LEDGENDGENERAL LEDGEND
NOTE:DO NOT SCALE - DIMENSIONS TAKEPRECEDENCE OVER SCALE
FOUNDATION CLASSIFICATION"CLASS "H" A.S. 2870-1996
REFER TO ENGINEERS SOIL REPORT TOCONFIRMREFER TO ENGINEERS COMP'S FOR SLABDESIGN
ALL DIMENSIONS TO BE CHECKED BYBUILDER & OR SUB-CONTRACTORS PRIORTO COMMENCEMENT OF WORKS.DISCREPENCIES TO BE REPORTEDIMMEDIATELY.
(UNIT 5) (UNIT 6) (UNIT 7) (UNIT 8)
2400h x 3200wpanel lift door
2400h x 3200wpanel lift door
2400h x 3200wpanel lift door
2400h x 3200wpanel lift door
820
820720
720
820
820720
720
820
720 820
UNIT 4 TO 8
UNIT 4 TO 8
CL CL CLCL
UP UP UP UP UP
w.m
L'DRY
w.m
L'DRY
w.m
L'DRY
w.m
L'DRY
w.m
L'DRY
FIRST FLOOR OVER
FIRST FLOOR OVER
FIRST FLOOR OVER
FIRST FLOOR OVER
AJ AJ AJ AJ AJ AJ AJ AJ AJ
AJ AJAJAJAJ
Site area = 737.63m2
Total Dwelling Footprint = 283.37m2
site coverage = 38.41%permable area =61.58%
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSISUNIT 1groung floor: 30.73m² 3.31sqfirst floor: 46.45m² 5.00sqbalcony: 8.04m² 0.86sqsecond floor: 36.95m² 3.98sq
total: 122.17m2 -13.15sq
UNIT 2groung floor: 36.05m² 3.88sqfirst floor: 48.32m² 5.20sqbalcony: 8.55m² 0.92sqsecond floor: 48.03m² 5.17sq
total: 140.95m2 -15.17sq
UNIT 8groung floor: 36.34m² 3.91sqfirst floor: 52.14m² 5.61sqbalcony: 8.44m² 0.91sqsecond floor: 38.50m² 4.14sq
total: 135.42m2 -14.57sq
UNIT 7groung floor: 36.05m² 3.88sqfirst floor: 51.71m² 5.56sqbalcony: 8.65m² 0.93sqsecond floor: 42.64m² 4.59sq
total: 139.05m2 -14.96sq
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSIS
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSIS AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSIS
UNIT 3groung floor: 36.05m² 3.88sqfirst floor: 48.32m² 5.20sqbalcony: 8.55m² 0.92sqsecond floor: 48.03m² 5.17sq
total: 140.95m2 -15.17sq
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSISUNIT 4groung floor: 36.05m² 3.88sqfirst floor: 48.32m² 5.20sqbalcony: 8.55m² 0.92sqsecond floor: 48.03m² 5.17sq
total: 140.95m2 -15.17sq
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSIS
UNIT 6groung floor: 36.05m² 3.88sqfirst floor: 48.32m² 5.20sqbalcony: 8.55m² 0.92sqsecond floor: 48.03m² 5.17sq
total: 140.95m2 -15.17sq
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSISUNIT 5groung floor: 36.05m² 3.88sqfirst floor: 48.32m² 5.20sqbalcony: 8.55m² 0.92sqsecond floor: 48.03m² 5.17sq
total: 140.95m2 -15.17sq
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSIS
D01D02
D01D02
D01D02
D01D02D01
D03
DP DP
AJ
DP
LAUNDRYBR BROOM CUP'D
Tr TROUGH 45LtWM WASHING MACHINEDRY DRYER
BATHROOMV VANITY BASIN - selectedSH, POWDER N/ASH, ENSUITE N/A
SH, BATH N/ABATH N/A
KITCHEN
REF REFRIDGERATORSSS STAINLESS STEEL SINKST STOVEDW WISHWASHER
WO WALL OVENO/H OVER HEAD CUP'DPAN PANTRY
DP
AC
UNIT
HW
gate
ALLOTMENT BOUNDARY
ALLOTMENT BOUNDARY
COLORBOND FENCEWITH GATE
START POINT
RWT
RWT
RWT
RWT
DP DP
INTERNAL DOWNPIPEDOWNPIPE TO RUN THROUGH JOISTSINTO RAIN WATER TANK
DP
INTERNAL DOWNPIPEINTERNAL DOWNPIPEINTERNAL DOWNPIPEINTERNAL DOWNPIPEINTERNAL DOWNPIPE
05
M : 0409 169 993
Proposed: ammendmentsdate
concent of the author
in part or in whole with out the written sheet no:Date:
M7 Design Group Pty. Ltd.
cJob No:A : UNIT 9, 61 WATTLE ROAD
MAIDSTONE, VIC 3012
Client:
At:
F - 03 9317 8119
T - 03 9317 8111
copyright 2011: these drawings are not to be copied
730 12.12.11
274 BALLARAT ROAD, FOOTSCRAY
ID PROPERTY GROUP
TRIPLE STOREY UNIT DEVELOPMENT 20.02.13 AS PER BUILDERS REQUEST
COLOUR/MERTERIAL AMENDMENT
RE
F.
RE
F.
REF.
RE
F.
0 5 10
A90
10,085
90
90
8,215
9009088090
9090090900
90
1,880
9090090880
90
4,265
2,070
1,456
2,474
10,265
1,940
90
290
7,855
90
150
180
2,050
90
7,855
90
150
38090
90090
830 90 2,955 290 4,260 90 900 290 900 90 4,260 290 4,260 90 900 290 900 90
1,020 319 1,906 90 2,000 290
1,276 20,679 290
21,955 290
21,955 290
240 5,240 5,540. 5,540 5,540
1,845 3,780 4,260 2,270 4,260 290 4,260 990 290
90 1,665 90 145 3,345 290 4,260 90 900290
900 90 4,260 290 4,260 90 1,190
1,215
5,650
990
1,215
5,650
990
1,215
5,650
990
1,215
5,650
990
90 1,665 90
90
4,475
300
2,270
150
150
2,270
319
90 1,810 90
145
1,300 1,300 1,300
1,940
1,940
1,940
1,940
290
ef
sd
ef
ef
ef ef ef ef
sd
sd sd sd sd
sd sdsdsd
123456789101112
123456789101112
123456789101112
123456789101112
13
1415
t.w.m
123456
7
8
9 10111213
13 1514 1612
11109
87
65432
DN
UP
L'DRY
KITCHEN/MEALS
LIVING
W.C
KITCHEN
MEALS
LIVING
KITCHEN
MEALS
LIVING
KITCHEN
MEALS
LIVING
MEALS
BALCONY W.CW.CW.CW.C
16
13
14 15 16
13
141516
13
14 15 16
selected balustrade to be m
in. 1000h
above FFL, as per BCA requirements
staircase to m
anufacturers
specifications andcomputations
selected balustrade to be m
in. 1000h
above FFL, as per BCA requirements
DN DN DN DN
selected balustrade to be m
in. 1000h
above FFL, as per BCA requirements
staircase to m
anufacturers
specifications andcomputations
selected balustrade to be m
in. 1000h
above FFL, as per BCA requirements
staircase to m
anufacturers
specifications andcomputations
F.F.L 36.95F.F.L 36.95F.F.L 36.95
F.F.L 36.95
F.F.L 36.90
BALCONY
F.F.L 36.90
BALCONY
F.F.L 36.90
BALCONY
F.F.L 36.90
FALL 2° FALL 2° FALL 2° FALL 2° FALL 2°
A.H.D A.H.D A.H.D
123456
78
UP
123456
78
UP
123456
78
UP
staircase to m
anufacturers
specifications andcomputations
123456
78
UP
staircase to m
anufacturers
specifications andcomputations
LIVING
refer to unit 5 floor plan for details
FIRST FLOOR PLANSCALE 1:100
DENOTE SMOKE ALARM HARD WIRED TOMAINS WITH BACKUP BATTERY AS PERB.C.A REQUIREMENTS
DENOTE LIFT OFF / REMOVABLE HINGES:IF CENTER OF THRESHOLD IS LESS THAN1.2M FROM FRONT EDGE OF SANITY FITTINGS
DENOTE LOCATION OF GAS HEATER
CAVITY SLIDING DOOR
SLIDING DOOR
BI-FOLD DOOR
DENOTE LOCATION OF DOWNPIPEWITH SPREADER
DENOTE LOCATION OF FIRE PLACE
DENOTE ARTICULATION JOINT IN BRICKWORK@ 6000 MAX. SPACING & AS PER SOIL REPORT
DENOTE LOCATION OF DOWNPIPE TOBECONNECTED TO SWD SYSTEM
AJ
C/S
SL
BFD
DP
DPS
GH
FP
FFL
FGL
DENOTE FINISHED FLOOR LEVEL (AHD)
DENOTE FINISHED GROUND LEVEL (AHD)
DENOTE 100mm UPVC SWD TO BECONNECTED TO LEGAL POINT OF DISCHARGE(LPOD) AND TO THE APPROVAL OF THERELEVENT LOCAL AUTHORITY
DENOTE EXHAUST FAN, MECHANICALVENTILATION FROM ENS, POWDER ROOMAND L'DRY TO BE DUCTED TO OUTSIDE AIR
GENERAL LEDGENDGENERAL LEDGENDGENERAL LEDGENDGENERAL LEDGEND
LAUNDRYBR BROOM CUP'D
Tr TROUGH 45LtWM WASHING MACHINEDRY DRYER
BATHROOMV VANITY BASIN - selectedSH, POWDER N/ASH, ENSUITE N/A
SH, BATH N/ABATH N/A
KITCHEN
REF REFRIDGERATORSSS STAINLESS STEEL SINKST STOVEDW WISHWASHER
WO WALL OVENO/H OVER HEAD CUP'DPAN PANTRY
NOTE:DO NOT SCALE - DIMENSIONS TAKEPRECEDENCE OVER SCALE
FOUNDATION CLASSIFICATION"CLASS "H" A.S. 2870-1996
REFER TO ENGINEERS SOIL REPORT TOCONFIRMREFER TO ENGINEERS COMP'S FOR SLABDESIGN
ALL DIMENSIONS TO BE CHECKED BYBUILDER & OR SUB-CONTRACTORS PRIORTO COMMENCEMENT OF WORKS.DISCREPENCIES TO BE REPORTEDIMMEDIATELY.
CL CL CL CL
UNIT 1 TO 4
UNIT 1 TO 4
720
2 x 820
720
720
720
720
A.H.D
UNIT 2groung floor: 36.05m² 3.88sqfirst floor: 48.32m² 5.20sqbalcony: 8.55m² 0.92sqsecond floor: 48.03m² 5.17sq
total: 140.95m2 -15.17sq
UNIT 8groung floor: 36.34m² 3.91sqfirst floor: 53.30m² 5.74sqbalcony: 8.44m² 0.91sqsecond floor: 38.50m² 4.14sq
total: 136.58m2 -14.70sq
UNIT 7groung floor: 36.05m² 3.88sqfirst floor: 52.86m² 5.69sqbalcony: 8.65m² 0.93sqsecond floor: 42.64m² 4.59sq
total: 140.02m2 -15.09sq
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSIS
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSIS AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSIS
UNIT 3groung floor: 36.05m² 3.88sqfirst floor: 48.32m² 5.20sqbalcony: 8.55m² 0.92sqsecond floor: 48.03m² 5.17sq
total: 140.95m2 -15.17sq
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSISUNIT 4groung floor: 36.05m² 3.88sqfirst floor: 48.32m² 5.20sqbalcony: 8.55m² 0.92sqsecond floor: 48.03m² 5.17sq
total: 140.95m2 -15.17sq
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSIS
UNIT 6groung floor: 36.05m² 3.88sqfirst floor: 48.32m² 5.20sqbalcony: 8.55m² 0.92sqsecond floor: 48.03m² 5.17sq
total: 140.95m2 -15.17sq
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSISUNIT 5groung floor: 36.05m² 3.88sqfirst floor: 48.32m² 5.20sqbalcony: 8.55m² 0.92sqsecond floor: 48.03m² 5.17sq
total: 140.95m2 -15.17sq
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSIS
D03
W01
W02
D03 D03 D03
W01 W02 W01 W02 W01 W02
selected balustrade to be m
in. 1000h
above FFL, as per BCA requirements
staircase to manufacturers
specifications andcomputations
GROUND FLOOR BELOWGROUND FLOOR BELOWGROUND FLOOR BELOWGROUND FLOOR BELOW
SUMP SUMP SUMP
selected balustrade with colorbond capping on top tobe min. 1000h above FFL, as per BCA requirements
INTERNAL DOWNPIPEINTERNAL DOWNPIPEDOWNPIPE TO RUN THROUGH JOISTSAND THROUGH FEATURE STRUCTURE
DOWNPIPE TO RUN THROUGH JOISTSAND THROUGH FEATURE STRUCTURE
DP/RH/SPDP/RH/SP DP/RH/SP
DP/SP
AC
UNIT
AC
UNIT
AC
UNIT
AC
UNIT
AC
UNITHW HW HW HW
WINDOW SPACINGWINDOW SPACINGWINDOW SPACING
selected balustrade with colorbond capping on top tobe min. 1000h above FFL, as per BCA requirements
selected balustrade with colorbond capping on top tobe min. 1000h above FFL, as per BCA requirements
selected balustrade with colorbond capping on top to
be m
in. 1000h above FFL, as per BCA requirements
SP SP SP
Site area = 737.63m2
Total Dwelling Footprint = 283.37m2
site coverage = 38.41%permable area =61.58%
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSISUNIT 1groung floor: 30.73m² 3.31sqfirst floor: 46.45m² 5.00sqbalcony: 8.04m² 0.86sqsecond floor: 36.95m² 3.98sq
total: 123.17m2 -13.15sq
SP
O.H.C
O.H.C
O.H.C
O.H.C
SUMP
FALL
FALL
FALL
FALL
FALL
FALL
GRATE DRAIN GRATE DRAIN GRATE DRAIN GRATE DRAIN GRATE DRAIN GRATE DRAIN GRATE DRAIN
FALL
06
M : 0409 169 993
Proposed: ammendmentsdate
concent of the author
in part or in whole with out the written sheet no:Date:
M7 Design Group Pty. Ltd.
cJob No:A : UNIT 9, 61 WATTLE ROAD
MAIDSTONE, VIC 3012
Client:
At:
F - 03 9317 8119
T - 03 9317 8111
copyright 2011: these drawings are not to be copied
730 12.12.11
274 BALLARAT ROAD, FOOTSCRAY
ID PROPERTY GROUP
TRIPLE STOREY UNIT DEVELOPMENT 20.02.13 AS PER BUILDERS REQUEST
COLOUR/MERTERIAL AMENDMENT
REF.
RE
F.
RE
F.
REF.
0 5 10
A
90 900 290 900 90 4,260. 290 4,260. 90 900 290 900 90 4,260 290 5,250 90
90 3,170 90 2,290 90 4,160 90
290 11,980 3,350 2,290 4,340
290 21,960
290 21,960
290 990 4,260. 290 4,260. 2,270 4,460 1,080 4,260 90
290 900 90 4,260. 290 4,260. 90 900290
900 90 4,460 90 900 90 4,260 90
5,540. 5,540. 5,540 5,485
90
1,850
90
8,145
90
180
2,050
90
7,855
901,010
11,275
11,275
1,940
9,335
90
1,850
90
290
8,865
90
290
290
290
1,180
5,685
990
1,180
5,685
990
1,215
5,650
990
1,115
5,750
990
1,010
1,115
5,750
990
2,180
150
2,270
150 1,150
1,300 1,300
180
2,050
90
1,940
1,940
1,940
1,940
1,940
90
90
900
sd
ef
ef ef ef ef ef
12345678910111213
123456789101112
123456789101112
123456789101112
123456789101112
MEALS
LIVING
KITCHEN
MEALS
LIVING
KITCHEN
MEALS
LIVING
KITCHEN
MEALS
LIVING
KITCHEN
MEALS
LIVING
W.CW.CW.CW.CW.C
13
141516
13
14 15 16
13
1516 15 16
13
14 14
UPUP
DN DN DNDN
selected balustrade to be m
in. 1000h
above FFL, as per BCA requirements
staircase to m
anufacturers
specifications andcomputations
selected balustrade to be m
in. 1000h
above FFL, as per BCA requirements
staircase to m
anufacturers
specifications andcomputations
selected balustrade to be m
in. 1000h
above FFL, as per BCA requirements
staircase to m
anufacturers
specifications andcomputations
selected balustrade to be m
in. 1000h
above FFL, as per BCA requirements
staircase to m
anufacturers
specifications andcomputations
selected balustrade to be m
in. 1000h
above FFL, as per BCA requirements
staircase to m
anufacturers
specifications andcomputations
F.F.L 36.95F.F.L 36.95F.F.L 36.95F.F.L 36.95
BALCONY
F.F.L 36.90
BALCONY
F.F.L 36.90
BALCONY
F.F.L 36.90
BALCONY
F.F.L 36.90
FALL 2° FALL 2°FALL 2°
A.H.D A.H.D A.H.D A.H.D
123456
789
10
UPUP
staircase to m
anufacturers
specifications andcomputations
UP
staircase to m
anufacturers
specifications andcomputations
refer to unit 4 floor plan for details
FIRST FLOOR PLANSCALE 1:100
DENOTE SMOKE ALARM HARD WIRED TOMAINS WITH BACKUP BATTERY AS PERB.C.A REQUIREMENTS
DENOTE LIFT OFF / REMOVABLE HINGES:IF CENTER OF THRESHOLD IS LESS THAN1.2M FROM FRONT EDGE OF SANITY FITTINGS
DENOTE LOCATION OF GAS HEATER
CAVITY SLIDING DOOR
SLIDING DOOR
BI-FOLD DOOR
DENOTE LOCATION OF DOWNPIPEWITH SPREADER
DENOTE LOCATION OF FIRE PLACE
DENOTE ARTICULATION JOINT IN BRICKWORK@ 6000 MAX. SPACING & AS PER SOIL REPORT
DENOTE LOCATION OF DOWNPIPE TOBECONNECTED TO SWD SYSTEM
AJ
C/S
SL
BFD
DP
DPS
GH
FP
FFL
FGL
DENOTE FINISHED FLOOR LEVEL (AHD)
DENOTE FINISHED GROUND LEVEL (AHD)
DENOTE 100mm UPVC SWD TO BECONNECTED TO LEGAL POINT OF DISCHARGE(LPOD) AND TO THE APPROVAL OF THERELEVENT LOCAL AUTHORITY
DENOTE EXHAUST FAN, MECHANICALVENTILATION FROM ENS, POWDER ROOMAND L'DRY TO BE DUCTED TO OUTSIDE AIR
GENERAL LEDGENDGENERAL LEDGENDGENERAL LEDGENDGENERAL LEDGEND
NOTE:DO NOT SCALE - DIMENSIONS TAKEPRECEDENCE OVER SCALE
FOUNDATION CLASSIFICATION"CLASS "H" A.S. 2870-1996
REFER TO ENGINEERS SOIL REPORT TOCONFIRMREFER TO ENGINEERS COMP'S FOR SLABDESIGN
ALL DIMENSIONS TO BE CHECKED BYBUILDER & OR SUB-CONTRACTORS PRIORTO COMMENCEMENT OF WORKS.DISCREPENCIES TO BE REPORTEDIMMEDIATELY.
UNIT 4 TO 8
CL CL CL CL
23456
789
1
720
720
720
720
720
98765432
1
98765432
1
98765432
1
UNIT 2groung floor: 36.05m² 3.88sqfirst floor: 48.32m² 5.20sqbalcony: 8.55m² 0.92sqsecond floor: 48.03m² 5.17sq
total: 140.95m2 -15.17sq
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSISUNIT 3groung floor: 36.05m² 3.88sqfirst floor: 48.32m² 5.20sqbalcony: 8.55m² 0.92sqsecond floor: 48.03m² 5.17sq
total: 140.95m2 -15.17sq
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSISUNIT 4groung floor: 36.05m² 3.88sqfirst floor: 48.32m² 5.20sqbalcony: 8.55m² 0.92sqsecond floor: 48.03m² 5.17sq
total: 140.95m2 -15.17sq
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSIS
UNIT 6groung floor: 36.05m² 3.88sqfirst floor: 48.32m² 5.20sqbalcony: 8.55m² 0.92sqsecond floor: 48.03m² 5.17sq
total: 140.95m2 -15.17sq
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSISUNIT 5groung floor: 36.05m² 3.88sqfirst floor: 48.32m² 5.20sqbalcony: 8.55m² 0.92sqsecond floor: 48.03m² 5.17sq
total: 140.95m2 -15.17sq
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSIS
D03 D03 D03 D04
W01 W02 W01 W02
W01
W02
W03
W04
15 1614
FALL 2°W02
UNIT 8groung floor: 36.34m² 3.91sqfirst floor: 52.14m² 5.61sqbalcony: 8.44m² 0.91sqsecond floor: 38.50m² 4.14sq
total: 135.42m2 -14.57sq
UNIT 7groung floor: 36.05m² 3.88sqfirst floor: 51.71m² 5.56sqbalcony: 8.65m² 0.93sqsecond floor: 42.64m² 4.59sq
total: 139.05m2 -14.96sq
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSIS AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSIS
GROUND FLOOR BELOWGROUND FLOOR BELOWGROUND FLOOR BELOWGROUND FLOOR BELOW
SUMP SUMP SUMP SUMP SUMP
INTERNAL DOWNPIPE INTERNAL DOWNPIPE INTERNAL DOWNPIPEDOWNPIPE TO RUN THROUGH JOISTSAND THROUGH FEATURE STRUCTURE
DOWNPIPE TO RUN THROUGH JOISTSAND THROUGH FEATURE STRUCTURE
DOWNPIPE TO RUN THROUGH JOISTSAND THROUGH FEATURE STRUCTURE
DP/RH/SP DP/RH/SPDP/RH/SPW01
DP/RH
DP/RH/SP
DN
DP/RH/SP
AC
UNIT
AC
UNIT AC
UNITHW HW
WINDOW SPACINGWINDOW SPACING
selected balustrade with colorbond capping on top tobe min. 1000h above FFL, as per BCA requirements
selected balustrade with colorbond capping on top tobe min. 1000h above FFL, as per BCA requirements
selected balustrade with colorbond capping on top tobe min. 1000h above FFL, as per BCA requirements
selected balustrade with colorbond capping on top tobe min. 1000h above FFL, as per BCA requirements
SP SP
SP
SP
Site area = 737.63m2
Total Dwelling Footprint = 283.37m2
site coverage = 38.41%permable area =61.58%
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSISUNIT 1groung floor: 30.73m² 3.31sqfirst floor: 46.45m² 5.00sqbalcony: 8.04m² 0.86sqsecond floor: 36.95m² 3.98sq
total: 123.17m2 -13.15sq
O.H.C
O.H.C
O.H.C
O.H.C
LAUNDRYBR BROOM CUP'D
Tr TROUGH 45LtWM WASHING MACHINEDRY DRYER
BATHROOMV VANITY BASIN - selectedSH, POWDER N/ASH, ENSUITE N/A
SH, BATH N/ABATH N/A
KITCHEN
REF REFRIDGERATORSSS STAINLESS STEEL SINKST STOVEDW WISHWASHER
WO WALL OVENO/H OVER HEAD CUP'DPAN PANTRY
INTERNAL DP
FALL
FALL
FALL
FALL
FALL
FALL
FALL
FALL
GRATE DRAIN GRATE DRAIN GRATE DRAIN GRATE DRAIN GRATE DRAIN GRATE DRAIN GRATE DRAIN GRATE DRAIN GRATE DRAIN
FALL
07
M : 0409 169 993
Proposed: ammendmentsdate
concent of the author
in part or in whole with out the written sheet no:Date:
M7 Design Group Pty. Ltd.
cJob No:A : UNIT 9, 61 WATTLE ROAD
MAIDSTONE, VIC 3012
Client:
At:
F - 03 9317 8119
T - 03 9317 8111
copyright 2011: these drawings are not to be copied
730 12.12.11
274 BALLARAT ROAD, FOOTSCRAY
ID PROPERTY GROUP
TRIPLE STOREY UNIT DEVELOPMENT 20.02.13 AS PER BUILDERS REQUEST
COLOUR/MERTERIAL AMENDMENT
0 5 10
A
2,160
1,680
300
90
2,850
90
2,270
90
2,640
90
480
90
3,150
901,100901,08090
3,120
90
90
3,040
90
2,490
90
3,010
90
90
3,040
300
90900909009021090
3,010
90
90
1,890
90
3,130
300
2,070
300
3,100
8,900
530
1,150
300
90
2,850
90
2,270
90
2,640
90 480
90
3,150
901,100901,08090
3,120
90
902,060
901,005.
902,000 290 2,200 90 2,960 290 2,960 90 2,200 290 2,200 90 2,960 290
1,755. 90 2,900 90 500145
145 3,660 90 1,500145 145
1,500 90 3,660 145 145 3,659 90 1,500 290
5,480. 5,540 5,540 5,540
21,955. 290
8,900
1,680
2,160
1,680
21,955. 290
1,455. 300 7,620 3,290 7,790 1,500 290
1,755. 90 2,900 90 500290
3,660 90 1,500 290 1,500 90 3,660 290 3,660 90 1,500 290
1,455.90606
901,005.90 2,000 290 2,200 90 1,070 90 1,800 290 1,800 90 1,070. 90 2,200 290 2,200 90 1,070 90 1,800 290
1,150
1,150
300
300
300
300
300
480
480
480
480
1,375.
835
835
835
1,455. 300 7,620 3,290 7,790 1,645.
1,150
1,150
ef
sd
sd sd sd sd sd
ENS
13
14
1516
1211
DN
ENS
ENS
13
14
1516
12 11
DN
BED 1
BED 2
W.I.R
W.I.R
ENS
ENS
13
14
1516
1211
DN
BED 1
BED 2
W.I.R
W.I.R
ENS
ENS
13
14
1516
12 11
DN
BED 1
BED 2
W.I.R
W.I.R
ENS
123456
7
8
9 10111213
DN
BED 2
BED 1
1415 16
BATH
ROBE
ROBE
BALCONY
BELOW
FALL 2° FALL 2° FALL 2° FALL 2° FALL 2°
BALCONYBELOW
BALCONYBELOW
BALCONYBELOW
refer to unit 5 floor plan for details
SECOND FLOOR PLANSCALE 1:100
DENOTE SMOKE ALARM HARD WIRED TOMAINS WITH BACKUP BATTERY AS PERB.C.A REQUIREMENTS
DENOTE LIFT OFF / REMOVABLE HINGES:IF CENTER OF THRESHOLD IS LESS THAN1.2M FROM FRONT EDGE OF SANITY FITTINGS
DENOTE LOCATION OF GAS HEATER
CAVITY SLIDING DOOR
SLIDING DOOR
BI-FOLD DOOR
DENOTE LOCATION OF DOWNPIPEWITH SPREADER
DENOTE LOCATION OF FIRE PLACE
DENOTE ARTICULATION JOINT IN BRICKWORK@ 6000 MAX. SPACING & AS PER SOIL REPORT
DENOTE LOCATION OF DOWNPIPE TOBECONNECTED TO SWD SYSTEM
AJ
C/S
SL
BFD
DP
DPS
GH
FP
FFL
FGL
DENOTE FINISHED FLOOR LEVEL (AHD)
DENOTE FINISHED GROUND LEVEL (AHD)
DENOTE 100mm UPVC SWD TO BECONNECTED TO LEGAL POINT OF DISCHARGE(LPOD) AND TO THE APPROVAL OF THERELEVENT LOCAL AUTHORITY
DENOTE EXHAUST FAN, MECHANICALVENTILATION FROM ENS, POWDER ROOMAND L'DRY TO BE DUCTED TO OUTSIDE AIR
GENERAL LEDGENDGENERAL LEDGENDGENERAL LEDGENDGENERAL LEDGEND
LAUNDRYBR BROOM CUP'D
Tr TROUGH 45LtWM WASHING MACHINEDRY DRYER
BATHROOMV VANITY BASIN - selectedSH, POWDER N/ASH, ENSUITE 1500 x 1000
SH, BATH 900 X 900BATH N/A
KITCHEN
REF REFRIDGERATORSSS STAINLESS STEEL SINKST STOVEDW WISHWASHER
WO WALL OVENO/H OVER HEAD CUP'DPAN PANTRY
NOTE:DO NOT SCALE - DIMENSIONS TAKEPRECEDENCE OVER SCALE
FOUNDATION CLASSIFICATION"CLASS "H" A.S. 2870-1996
REFER TO ENGINEERS SOIL REPORT TOCONFIRMREFER TO ENGINEERS COMP'S FOR SLABDESIGN
ALL DIMENSIONS TO BE CHECKED BYBUILDER & OR SUB-CONTRACTORS PRIORTO COMMENCEMENT OF WORKS.DISCREPENCIES TO BE REPORTEDIMMEDIATELY.
10 10
998 87 76 65 54 4
10
987654
10
987654
UNIT 1 TO 4
UNIT 1 TO 4
720
820
720
720
720
720
720
720
7207207207203 x 820
720 720 720 720
3 x 820
CL CL CL CL
720
720
720
720
720
720
720
720
720
F.F.L 39.95 F.F.L 39.95 F.F.L 39.95 F.F.L 39.95
UNIT 2groung floor: 36.05m² 3.88sqfirst floor: 48.32m² 5.20sqbalcony: 8.55m² 0.92sqsecond floor: 48.03m² 5.17sq
total: 140.95m2 -15.17sq
UNIT 8groung floor: 36.34m² 3.91sqfirst floor: 53.30m² 5.74sqbalcony: 8.44m² 0.91sqsecond floor: 38.50m² 4.14sq
total: 136.58m2 -14.70sq
UNIT 7groung floor: 36.05m² 3.88sqfirst floor: 52.86m² 5.69sqbalcony: 8.65m² 0.93sqsecond floor: 42.64m² 4.59sq
total: 140.02m2 -15.09sq
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSIS
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSIS AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSIS
UNIT 3groung floor: 36.05m² 3.88sqfirst floor: 48.32m² 5.20sqbalcony: 8.55m² 0.92sqsecond floor: 48.03m² 5.17sq
total: 140.95m2 -15.17sq
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSISUNIT 4groung floor: 36.05m² 3.88sqfirst floor: 48.32m² 5.20sqbalcony: 8.55m² 0.92sqsecond floor: 48.03m² 5.17sq
total: 140.95m2 -15.17sq
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSIS
UNIT 6groung floor: 36.05m² 3.88sqfirst floor: 48.32m² 5.20sqbalcony: 8.55m² 0.92sqsecond floor: 48.03m² 5.17sq
total: 140.95m2 -15.17sq
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSISUNIT 5groung floor: 36.05m² 3.88sqfirst floor: 48.32m² 5.20sqbalcony: 8.55m² 0.92sqsecond floor: 48.03m² 5.17sq
total: 140.95m2 -15.17sq
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSIS
W05
W06
W07
W03
W04
W04
W05W06 W05 W06 W05W06
W03
W04
W03
W04
W03
selected balustrade to be m
in. 1000h
above FFL, as per BCA requirements
staircase to m
anufacturers
specifications andcomputations
selected balustrade to be m
in. 1000h
above FFL, as per BCA requirements
staircase to m
anufacturers
specifications andcomputations
selected balustrade to be m
in. 1000h
above FFL, as per BCA requirements
staircase to m
anufacturers
specifications andcomputations
selected balustrade to be m
in. 1000h
above FFL, as per BCA requirements
staircase to m
anufacturers
specifications andcomputations
DP/RH/SP
DP/RH/SP
DP/RH/SP
DP/RH/SP
DP/RH/SP
DP/RH/SP
SUMP SUMPSUMP SUMPDP/RH 300 X 150 G.I BOXGUTTER
FALL
AC
UNIT
AC
UNIT
AC
UNIT
AC
UNIT
AC
UNITHW HW HW HW
FALL 2°
Site area = 737.63m2
Total Dwelling Footprint = 283.37m2
site coverage = 38.41%permable area =61.58%
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSISUNIT 1groung floor: 30.73m² 3.31sqfirst floor: 46.45m² 5.00sqbalcony: 8.04m² 0.86sqsecond floor: 36.95m² 3.98sq
total: 123.17m2 -13.15sq
SP SP SP SPSP
shelves
shelves
shelves shelves
shelves shelves
SUMP SUMP SUMPSUMP
DP/RH/SPDP/RH/SP
DP/RH/SP
ef
ef ef
ef ef ef ef
ef ef
900 X 900
900 X 1500 900 X 1500
900 X 1500 900 X 1500
900 X 1500900 X 1500
900 X 1500900 X 1500
08
M : 0409 169 993
Proposed: ammendmentsdate
concent of the author
in part or in whole with out the written sheet no:Date:
M7 Design Group Pty. Ltd.
cJob No:A : UNIT 9, 61 WATTLE ROAD
MAIDSTONE, VIC 3012
Client:
At:
F - 03 9317 8119
T - 03 9317 8111
copyright 2011: these drawings are not to be copied
730 12.12.11
274 BALLARAT ROAD, FOOTSCRAY
ID PROPERTY GROUP
TRIPLE STOREY UNIT DEVELOPMENT 20.02.13 AS PER BUILDERS REQUEST
COLOUR/MERTERIAL AMENDMENT
0 5 10
A
2,160
1,680
1,000
9,580
300
1,520
7,760
90
3,100
90
1,400
90
2,900
90
90
1,910
90
1,600
9090090
280
90
4,310
90
2,750
90
150
300
90
2,850
90
2,270
90
2,640
901,160
90
3,150
901,100901,08090
3,120
90680
90
3,150
90
2,270
90
2,640
90
1,160
9,580
2,010
90
1,910
90
1,600
1,000
900
1,000
290 1,800 90 1,070. 90 2,200. 290 2,200 90 1,070 90 1,800 290 90090500
90995 90 2,585 290 2,090 90 2,585 90
290 1,500 90 3,660. 290 3,659 90 1,500 290 1,500 90 500 90 3,070. 290 2,98590
50090
1,100 90
290 12,580 8,895
290 21,475
290 21,475
145 1451,500 90 3,660. 145 145 3,660. 90 1,500
145 145900 90 4,260 145
145900
90500 90 3,185 90
290 900 90 1,970. 90 2,200. 290 2,200 90 1,970 90 900290
90090500
903,670 290 900
90500
903,185 90
5,540. 5,540. 5,540. 5,000
1,090
1,100
280
280
300
300
300
625
1,010150
480
480
90 2,585 90 2,585
835
835
835
1,150
1,150
1,150 500
sd
ef
sdsd sd
sd
123456
789
10111213
14 15 16
BED 2ENS
ENS
BED 1
ROBE
ROBE
ROBE
ENS
BED 2
BED 1
ROBE
DESK
ENS
23456
78
10111213
14 15 16
ROBE
ENS
9
13
14
1516
12 11
1
456
78
10
9
DNDN
DN
BED 1
BED 2
W.I.R
W.I.R
ENS
ENS
13
14
1516
1211
DN
BED 1
BED 2
W.I.R
W.I.R
ENS
ENS
13
14
1516
12 11
DN
ENS
FALL 2°FALL 2°
BALCONYBELOW
BALCONYBELOW
BALCONYBELOW
BALCONYBELOW
refer to unit 4 floor plan for details
SECOND FLOOR PLANSCALE 1:100
DENOTE SMOKE ALARM HARD WIRED TOMAINS WITH BACKUP BATTERY AS PERB.C.A REQUIREMENTS
DENOTE LIFT OFF / REMOVABLE HINGES:IF CENTER OF THRESHOLD IS LESS THAN1.2M FROM FRONT EDGE OF SANITY FITTINGS
DENOTE LOCATION OF GAS HEATER
CAVITY SLIDING DOOR
SLIDING DOOR
BI-FOLD DOOR
DENOTE LOCATION OF DOWNPIPEWITH SPREADER
DENOTE LOCATION OF FIRE PLACE
DENOTE ARTICULATION JOINT IN BRICKWORK@ 6000 MAX. SPACING & AS PER SOIL REPORT
DENOTE LOCATION OF DOWNPIPE TOBECONNECTED TO SWD SYSTEM
AJ
C/S
SL
BFD
DP
DPS
GH
FP
FFL
FGL
DENOTE FINISHED FLOOR LEVEL (AHD)
DENOTE FINISHED GROUND LEVEL (AHD)
DENOTE 100mm UPVC SWD TO BECONNECTED TO LEGAL POINT OF DISCHARGE(LPOD) AND TO THE APPROVAL OF THERELEVENT LOCAL AUTHORITY
DENOTE EXHAUST FAN, MECHANICALVENTILATION FROM ENS, POWDER ROOMAND L'DRY TO BE DUCTED TO OUTSIDE AIR
GENERAL LEDGENDGENERAL LEDGENDGENERAL LEDGENDGENERAL LEDGEND
NOTE:DO NOT SCALE - DIMENSIONS TAKEPRECEDENCE OVER SCALE
FOUNDATION CLASSIFICATION"CLASS "H" A.S. 2870-1996
REFER TO ENGINEERS SOIL REPORT TOCONFIRMREFER TO ENGINEERS COMP'S FOR SLABDESIGN
ALL DIMENSIONS TO BE CHECKED BYBUILDER & OR SUB-CONTRACTORS PRIORTO COMMENCEMENT OF WORKS.DISCREPENCIES TO BE REPORTEDIMMEDIATELY.
10
987654
987654
CL CL CL CL
720
720720720
720 720
720
720
720
720 720
720
720
2 x 720
2 x 820
720
720
720
720
720
720
720
720
720
720
370
370
370
370
420
420
FEATURE
CANOPY
FEATURE
CANOPY
F.F.L 39.95 F.F.L 39.95
F.F.L 39.95 F.F.L 39.95
UNIT 2groung floor: 36.05m² 3.88sqfirst floor: 48.32m² 5.20sqbalcony: 8.55m² 0.92sqsecond floor: 48.03m² 5.17sq
total: 140.95m2 -15.17sq
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSISUNIT 3groung floor: 36.05m² 3.88sqfirst floor: 48.32m² 5.20sqbalcony: 8.55m² 0.92sqsecond floor: 48.03m² 5.17sq
total: 140.95m2 -15.17sq
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSISUNIT 4groung floor: 36.05m² 3.88sqfirst floor: 48.32m² 5.20sqbalcony: 8.55m² 0.92sqsecond floor: 48.03m² 5.17sq
total: 140.95m2 -15.17sq
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSIS
UNIT 6groung floor: 36.05m² 3.88sqfirst floor: 48.32m² 5.20sqbalcony: 8.55m² 0.92sqsecond floor: 48.03m² 5.17sq
total: 140.95m2 -15.17sq
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSISUNIT 5groung floor: 36.05m² 3.88sqfirst floor: 48.32m² 5.20sqbalcony: 8.55m² 0.92sqsecond floor: 48.03m² 5.17sq
total: 140.95m2 -15.17sq
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSIS
W05 W06 W05W06
W04
W03
W04
W03
W04W03
W05
W06
W05
W06
W07
W08
UNIT 8groung floor: 36.34m² 3.91sqfirst floor: 52.14m² 5.61sqbalcony: 8.44m² 0.91sqsecond floor: 38.50m² 4.14sq
total: 135.42m2 -14.57sq
UNIT 7groung floor: 36.05m² 3.88sqfirst floor: 51.71m² 5.56sqbalcony: 8.65m² 0.93sqsecond floor: 42.64m² 4.59sq
total: 139.05m2 -14.96sq
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSIS AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSIS
selected balustrade to be m
in. 1000h
above FFL, as per BCA requirements
staircase to m
anufacturers
specifications andcomputations
selected balustrade to be m
in. 1000h
above FFL, as per BCA requirements
staircase to m
anufacturers
specifications andcomputations
selected balustrade to be m
in. 1000h
above FFL, as per BCA requirements
staircase to m
anufacturers
specifications andcomputations
selected balustrade to be m
in. 1000h
above FFL, as per BCA requirements
staircase to m
anufacturers
specifications andcomputations
selected balustrade to be m
in. 1000h
above FFL, as per BCA requirements
staircase to m
anufacturers
specifications andcomputations
SUMP SUMP SUMPFALL 2°
FALL 2°
LAUNDRYBR BROOM CUP'D
Tr TROUGH 45LtWM WASHING MACHINEDRY DRYER
BATHROOMV VANITY BASIN - selectedSH, POWDER N/ASH, ENSUITE 1500 x 1000
SH, BATH N/ABATH N/A
KITCHEN
REF REFRIDGERATORSSS STAINLESS STEEL SINKST STOVEDW WISHWASHER
WO WALL OVENO/H OVER HEAD CUP'DPAN PANTRY
DP/RH/SP
DP/RH/SP DP/RH/SPDP/RH/SP
DP/RH/
SP
FALL FALL
DP/RH/SPFALL 2°
SUMP SUMP SUMP SUMP SUMP
DP/RH/SP
DP/RH
AC
UNIT
AC
UNIT AC
UNIT
AC
UNIT HWHW HW
Site area = 737.63m2
Total Dwelling Footprint = 283.37m2
site coverage = 38.41%permable area =61.58%
AREA ANALYSISAREA ANALYSISAREA ANALYSISAREA ANALYSISUNIT 1groung floor: 30.73m² 3.31sqfirst floor: 46.45m² 5.00sqbalcony: 8.04m² 0.86sqsecond floor: 36.95m² 3.98sq
total: 123.17m2 -13.15sq
SP SP SP
SP
SP
shelves
shelves
shelves
shelves
SUMP SUMP SUMP
DP/RH/SPDP/RH/SP
ef ef
efef ef
ef
ef
ef
efef
900 X 1500
900 X 1500
900 X 1500
900 X 1500
900 X 1400
900 X 1100
900 X 1500 900 X 1500
900 X 1400
900 X 1500
09
M : 0409 169 993
Proposed: ammendmentsdate
concent of the author
in part or in whole with out the written sheet no:Date:
M7 Design Group Pty. Ltd.
cJob No:A : UNIT 9, 61 WATTLE ROAD
MAIDSTONE, VIC 3012
Client:
At:
F - 03 9317 8119
T - 03 9317 8111
copyright 2011: these drawings are not to be copied
730 12.12.11
274 BALLARAT ROAD, FOOTSCRAY
ID PROPERTY GROUP
TRIPLE STOREY UNIT DEVELOPMENT 20.02.13 AS PER BUILDERS REQUEST
COLOUR/MERTERIAL AMENDMENT
0 5 10
A
ef
sd
FALL 2° FALL 2° FALL 2° FALL 2° FALL 2°
BALCONYBELOW
BALCONYBELOW
BALCONYBELOW
FALL 2°
FALL 2°
FALL 2°
FALL 2°
FALL 2°
FALL 2°
FALL 2°
FALL 2°
FALL 2°
FALL 2°
BALCONY
BELOW
FALL 1° refer to unit 5 roof plan for details
ROOF PLANSCALE 1:100
DENOTE SMOKE ALARM HARD WIRED TOMAINS WITH BACKUP BATTERY AS PERB.C.A REQUIREMENTS
DENOTE LIFT OFF / REMOVABLE HINGES:IF CENTER OF THRESHOLD IS LESS THAN1.2M FROM FRONT EDGE OF SANITY FITTINGS
DENOTE LOCATION OF GAS HEATER
CAVITY SLIDING DOOR
SLIDING DOOR
BI-FOLD DOOR
DENOTE LOCATION OF DOWNPIPEWITH SPREADER
DENOTE LOCATION OF FIRE PLACE
DENOTE ARTICULATION JOINT IN BRICKWORK@ 6000 MAX. SPACING & AS PER SOIL REPORT
DENOTE LOCATION OF DOWNPIPE TOBECONNECTED TO SWD SYSTEM
AJ
C/S
SL
BFD
DP
DPS
GH
FP
FFL
FGL
DENOTE FINISHED FLOOR LEVEL (AHD)
DENOTE FINISHED GROUND LEVEL (AHD)
DENOTE 100mm UPVC SWD TO BECONNECTED TO LEGAL POINT OF DISCHARGE(LPOD) AND TO THE APPROVAL OF THERELEVENT LOCAL AUTHORITY
DENOTE EXHAUST FAN, MECHANICALVENTILATION FROM ENS, POWDER ROOMAND L'DRY TO BE DUCTED TO OUTSIDE AIR
GENERAL LEDGENDGENERAL LEDGENDGENERAL LEDGENDGENERAL LEDGEND
LAUNDRYBR BROOM CUP'D
Tr TROUGH 45LtWM WASHING MACHINEDRY DRYER
BATHROOMV VANITY BASIN - selectedSH, POWDER N/ASH, ENSUITE N/A
SH, BATH N/ABATH N/A
KITCHEN
REF REFRIDGERATORSSS STAINLESS STEEL SINKST STOVEDW WISHWASHER
WO WALL OVENO/H OVER HEAD CUP'DPAN PANTRY
NOTE:DO NOT SCALE - DIMENSIONS TAKEPRECEDENCE OVER SCALE
FOUNDATION CLASSIFICATION"CLASS "H" A.S. 2870-1996
REFER TO ENGINEERS SOIL REPORT TOCONFIRMREFER TO ENGINEERS COMP'S FOR SLABDESIGN
ALL DIMENSIONS TO BE CHECKED BYBUILDER & OR SUB-CONTRACTORS PRIORTO COMMENCEMENT OF WORKS.DISCREPENCIES TO BE REPORTEDIMMEDIATELY.
300 X 150 G.I BOXGUTTER
300 X 150 G.I BOXGUTTER
300 X 150 G.I BOXGUTTER
300 X 150 G.I BOXGUTTER
300 X 150 G.I BOXGUTTER300 X 150 G.I BOXGUTTER300 X 150 G.I BOXGUTTER300 X 150 G.I BOXGUTTER
FALL 2°
ALL DIMENSIONS TO BE CHECKED BY BUILDER& SUB-CONTRACTORS PRIOR TO COMMENCEMENT OF WORKS.DISCREPENCIES TO BE REPORTED IMMEDIATELY.
CONNECT SEWER TO LEGAL POINT OF DISCHARGEAS PER DIRECTED BY LOCAL COUNCIL.
DOWNPIPE LAYOUT MAY VARY ON SITE SHOULDTHE RELEVANT BUILDING SURVEYOR/COUNCIL REQUIRE IT.
NOTE:(LEGAL POINT OF DISCHARGE)STORM WATER TO BE CONNECTEDTO LEGAL POINT OF DISCHARGEAS PER LOCAL COUNCIL REQUIREMENTS
DP Denote: 100 x 50 g.i downpipe
DPS Denote: 100 x 50 g.i downpipe with spreaderRH Denote: rain water head
DP/RH/SP
DP/RH/SP
DP/RH/SP
DP/RH/SP
300 X 150 G.I BOXGUTTER
300 X 150 G.I BOXGUTTER 300 X 150 G.I BOXGUTTER 300 X 150 G.I BOXGUTTER 300 X 150 G.I BOXGUTTER
DP/RH/SP DP/RH/SP
SUMP SUMPSUMP SUMPDP/RH 300 X 150 G.I BOXGUTTER
FALL FALL FALL FALL FALL
TV
NOTE: TV, RADIO ANTENA
AND AC UNITS NOT TO BE VISIBLE
FROM STREET
TV
NOTE: TV, RADIO ANTENA
AND AC UNITS NOT TO BE VISIBLE
FROM STREET
TV
NOTE: TV, RADIO ANTENA
AND AC UNITS NOT TO BE VISIBLE
FROM STREET
TV
NOTE: TV, RADIO ANTENA
AND AC UNITS NOT TO BE VISIBLE
FROM STREET
AC
UNIT
AC
UNIT
AC
UNIT
AC
UNIT
AC
UNIT
SUMP SUMP SUMPSUMP
SOLAR HOT WATERSYSTEM
NOTE:SOLAR PANEL AND TANK ON STAND
SOLAR HOT WATERSYSTEM
DP/RH/SP
DP/RH/SP DP/RH/SP
scale 1:10
125mm
Min.
90mm 150mm
Min.
90mm
ceiling lining, screw fixedor nailed to bottom chordof trusses @ 600mm ctrs max.U.N.O (unless noted otherwise)
galvanised box gutterlining on 18mm HMRgutter board
selected metaldeck roof cladding
box gutter detail, typ.
@ 2o roof pitchas per plan
roof trusses tomanufacturer's
specifications
10mm thick plasterboard
provide fashing and capping as required to parapet wall
selected sisalationplus wool blanket
10
M : 0409 169 993
Proposed: ammendmentsdate
concent of the author
in part or in whole with out the written sheet no:Date:
M7 Design Group Pty. Ltd.
cJob No:A : UNIT 9, 61 WATTLE ROAD
MAIDSTONE, VIC 3012
Client:
At:
F - 03 9317 8119
T - 03 9317 8111
copyright 2011: these drawings are not to be copied
730 12.12.11
274 BALLARAT ROAD, FOOTSCRAY
ID PROPERTY GROUP
TRIPLE STOREY UNIT DEVELOPMENT 20.02.13 AS PER BUILDERS REQUEST
COLOUR/MERTERIAL AMENDMENT
0 5 10
A
sd
ef FALL 2° FALL 2°
BALCONYBELOW
BALCONYBELOW
FALL 2°
FALL 2°
FALL 2°
FALL 2°
FALL 2°
FALL 2°
FALL 2°
FALL 2°
FALL 2°
FALL 2°
BALCONYBELOW
BALCONYBELOW
refer to unit 4 roof plan for details
SUMP
ROOF PLANSCALE 1:100
CANOPY
OVER
CANOPY
OVER
DENOTE SMOKE ALARM HARD WIRED TOMAINS WITH BACKUP BATTERY AS PERB.C.A REQUIREMENTS
DENOTE LIFT OFF / REMOVABLE HINGES:IF CENTER OF THRESHOLD IS LESS THAN1.2M FROM FRONT EDGE OF SANITY FITTINGS
DENOTE LOCATION OF GAS HEATER
CAVITY SLIDING DOOR
SLIDING DOOR
BI-FOLD DOOR
DENOTE LOCATION OF DOWNPIPEWITH SPREADER
DENOTE LOCATION OF FIRE PLACE
DENOTE ARTICULATION JOINT IN BRICKWORK@ 6000 MAX. SPACING & AS PER SOIL REPORT
DENOTE LOCATION OF DOWNPIPE TOBECONNECTED TO SWD SYSTEM
AJ
C/S
SL
BFD
DP
DPS
GH
FP
FFL
FGL
DENOTE FINISHED FLOOR LEVEL (AHD)
DENOTE FINISHED GROUND LEVEL (AHD)
DENOTE 100mm UPVC SWD TO BECONNECTED TO LEGAL POINT OF DISCHARGE(LPOD) AND TO THE APPROVAL OF THERELEVENT LOCAL AUTHORITY
DENOTE EXHAUST FAN, MECHANICALVENTILATION FROM ENS, POWDER ROOMAND L'DRY TO BE DUCTED TO OUTSIDE AIR
GENERAL LEDGENDGENERAL LEDGENDGENERAL LEDGENDGENERAL LEDGEND
LAUNDRYBR BROOM CUP'D
Tr TROUGH 45LtWM WASHING MACHINEDRY DRYER
BATHROOMV VANITY BASIN - selectedSH, POWDER N/ASH, ENSUITE N/A
SH, BATH N/ABATH N/A
KITCHEN
REF REFRIDGERATORSSS STAINLESS STEEL SINKST STOVEDW WISHWASHER
WO WALL OVENO/H OVER HEAD CUP'DPAN PANTRY
NOTE:DO NOT SCALE - DIMENSIONS TAKEPRECEDENCE OVER SCALE
FOUNDATION CLASSIFICATION"CLASS "H" A.S. 2870-1996
REFER TO ENGINEERS SOIL REPORT TOCONFIRMREFER TO ENGINEERS COMP'S FOR SLABDESIGN
ALL DIMENSIONS TO BE CHECKED BYBUILDER & OR SUB-CONTRACTORS PRIORTO COMMENCEMENT OF WORKS.DISCREPENCIES TO BE REPORTEDIMMEDIATELY.
300 X 150 G.I BOXGUTTER
300 X 150 G.I BOXGUTTER
300 X 150 G.I BOXGUTTER
300 X 150 G.I BOXGUTTER
FALL 2°SUMP SUMP
300 X 150 G.I BOXGUTTER
300 X 150 G.I BOXGUTTER
300 X 150 G.I BOXGUTTER300 X 150 G.I BOXGUTTER
ALL DIMENSIONS TO BE CHECKED BY BUILDER& SUB-CONTRACTORS PRIOR TO COMMENCEMENT OF WORKS.DISCREPENCIES TO BE REPORTED IMMEDIATELY.
CONNECT SEWER TO LEGAL POINT OF DISCHARGEAS PER DIRECTED BY LOCAL COUNCIL.
DOWNPIPE LAYOUT MAY VARY ON SITE SHOULDTHE RELEVANT BUILDING SURVEYOR/COUNCIL REQUIRE IT.
NOTE:(LEGAL POINT OF DISCHARGE)STORM WATER TO BE CONNECTEDTO LEGAL POINT OF DISCHARGEAS PER LOCAL COUNCIL REQUIREMENTS
DP Denote: 100 x 50 g.i downpipe
DPS Denote: 100 x 50 g.i downpipe with spreaderRH Denote: rain water head
DP/RH/SP DP/RH/SP
DP/RH/SP DP/RH/SPDP/RH/SP DP/RH/SP
300 X 150 G.I BOXGUTTER 300 X 150 G.I BOXGUTTER
FALL FALL
SUMP SUMP SUMP SUMP SUMP
FALL FALL FALL
FALL 2°
FALL 2°
FALL 2°
DP/RH
TV
NOTE: TV, RADIO ANTENA
AND AC UNITS NOT TO BE VISIBLE
FROM STREET
TV
NOTE: TV, RADIO ANTENA
AND AC UNITS NOT TO BE VISIBLE
FROM STREET
TV
NOTE: TV, RADIO ANTENA
AND AC UNITS NOT TO BE VISIBLE
FROM STREET
TV
NOTE: TV, RADIO ANTENA
AND AC UNITS NOT TO BE VISIBLE
FROM STREET
FALL 2°AC
UNIT
AC
UNIT
AC
UNIT AC
UNIT
HW
SUMP SUMP SUMP
DP/RH/SP DP/RH/SP
scale 1:10
125mm
Min.
90mm 150mm
Min.
90mm
ceiling lining, screw fixedor nailed to bottom chordof trusses @ 600mm ctrs max.U.N.O (unless noted otherwise)
galvanised box gutterlining on 18mm HMRgutter board
selected metaldeck roof cladding
box gutter detail, typ.
@ 2o roof pitchas per plan
roof trusses tomanufacturer's
specifications
10mm thick plasterboard
provide fashing and capping as required to parapet wall
selected sisalationplus wool blanket
11
M : 0409 169 993
Proposed: ammendmentsdate
concent of the author
in part or in whole with out the written sheet no:Date:
M7 Design Group Pty. Ltd.
cJob No:A : UNIT 9, 61 WATTLE ROAD
MAIDSTONE, VIC 3012
Client:
At:
F - 03 9317 8119
T - 03 9317 8111
copyright 2011: these drawings are not to be copied
730 12.12.11
274 BALLARAT ROAD, FOOTSCRAY
ID PROPERTY GROUP
TRIPLE STOREY UNIT DEVELOPMENT 20.02.13 AS PER BUILDERS REQUEST
COLOUR/MERTERIAL AMENDMENT
600 1,000
2,700
2,700
2,550
2,700
2,700
2,550
1,300
600
300
300 300
3,600
300
3,050
300
950
300
300
800
DOMESTIC NOTES1.The sight shall be adequately fenced off during construction to prevent public access:
2.No part of the building shall project beyond the boundary line, i.e.; including moulds,architectural features and the like;
3.The premises shall treat for termite protection using a chemical barrier in accordance
with AS3660.1-1995. Alternatively physical barriers may be adopted, such as ant caps orgranitgard. If adopting ant caps ensure there is sub floor clearance of
400mm;
4.Eaves within 900mm (But no closer than 450mm) of the boundary shall be
constructed using non combustible material;5.Eaves exposed to within 450mm of the boundary shall be protected by either a wing
wall or corbelled brickwork;
6.Rainwater heads, fascias, gutters, downpipes and the like within 450mm of the
boundary shall be constructed of non combustible materials;7.Openings in external walls within 900mm form the side facing the boundary require to
be protected, i.e.; windows shall be fixed, fire rated windows no less than -/60/-;
8.Open able windows within 1 metre of the finished floor level shall be restricted so that
the openings do not permit a 125mm sphere to pass through it, if the fall is greater than1 metre from the natural ground level;
9.The door to a fully enclosed sanitary compartment shall open outwards, slide or be
readily removable from the outside of the compartment, i.e.; removable hinges;10.The stumps are required to be brace in accordance with AS1684-1992, if the height of
the stump from natural ground level to the underside of the bearer excess the ratio of 15
times the width of the stump, i.e.; 100 x 100 stump has a maximum heigh
t of 1500mm;11.Vertical articulation joints must be provided in un-reinforced masonry walls except
walls built where the site soil classification is A or S. Articulation joints must have a width
not less than 10mm and be provided
a.In straight, continuous walls having no opening, at not more than 6m centres and notcloser than the height of the wall away from corners; and
b.Where the height of the wall changes by more than 20%, at the position of change in
height and
c.Where openings more than 900x900mm occur, at not more than 5m centres, andpositioned in line with one of the opening; and
d.Where walls change in thickness; and
e.At control or construction joints in footing slabs; andf.At junctions of walls construction of different masonry materials; and
g.At deep chases (rebates) for service pipes.
12.Sub floor ventilation shall be provided at a rate of 7300mm2/m, where in the minimum
sub-floor clearance is 150mm;13.Smoke detectors shall be a BRK 86 RAI 250v self-contained smoke alarm or the
equivalent to be connected to the consumer power mains in accordance with AS3786;
14.The wall surface of a shower enclosure with a preformed shower base shall be water
resistant to a height of 1.8m above the floor, with all junctions and floor to horizontalsurfaces completely waterproofed. The surface immediately adjacent or beh
ind a bath, basin or sink shall be water resistance to a height not less than 150mm
above the fixture with all junctions to horizontal surfaces completely waterproofed.
Furthermore, an enclosed shower with floor substrate;15.All glazing shall be accordance with AS 1288-1994 wherein, glazing within 500mm of
the floor level shall be 5mm thickened annealed, glazed doors and associates side
panels shall be 5.38mm laminated safety glass and bathroom windows within 1.5 ofthe the bath or 500mm from the shower enclosure shall be 3mm toughened safety glass;
16.A landing not less than 750mm wide shall be provided where the sill of a threshold of
a doorway opens on to a stair that provides a change in floor level or floor to ground level
greater than 3 risers or 570mm.17.The hearth shall extend 300mm beyond the front of the fireplace and 150mm beyond
each side of the opening. If the flooring is combustible the hearth must be situated
150mm above the floor;
18.Refer to Energy Rating Report for thermal insulation requirements19.Laundries, bathrooms, enquiries and powder rooms that are not naturally ventilated,
shall be provided with mechanical ventilation
20.The selection of gutters and downpipes shall be in accordance with AS3500.3.2,
wherein the spacing between downpipes must not be more than 12m and down pipesare also located within 1.2m of a valley or provision for overflow must be made;
21.The storm water discharge shall be connected to the existing legal point of discharge;
22.The ground beneath the suspended floor must be graded so that the area beneaththe building is above the adjacent external finished ground level and surface water is
prevented from ponding under the adjacent external finished ground level and sur
face water is prevented from ponding under the building. Alternatively, agricultural pipes
shall be provided beneath the building to drain ponding surface water. Surface watermust be diverted away from a slab-on-ground, so that the adjacent external
finished surface surrounding the slab must be drained to move surface water away from
the building and grede to give a slope of not less than 50mm over the first 1m from the
building;23.All footings shall extend 200mm beyond the angle of repose of all existing and not
more than 80% of the allotment can be covered by impermeable surfaces; and
24.Combustible roof lights, skylights or the like installed in a roof or part of a roof
required to have a non-combustible covering must have an aggregate area not more than 20% of the roof or part of the roof and be no less than 900mm from;
a.The allotment boundary other than the boundary adjoining a road alignment or other
public space: and
WINDOW LEGEND
NOTE:WINDOWS SIZES AND STYLES ARE NOMINAL ONLY & ARE MEASURED INTERNALLY
BETWEEN REVEALS. ACTUAL WINDOW SIZES MAY VARY DEPENDING ON THE
MANUFACTURERS STANDARDS. THE OWNER IS TO CONFIRM THE SIZES WITH THE
BUILDER'S WINDOW MANUFACTURER PRIOR TO COMMENCEMENT. WINDOWS TO BEFLASHED AS REQUIRED ALL WINDOWS ARE TO BE IN ACCORDANCE WITH A.S. 1288
F. DENOTES - Fixed Glazing
O. DENOTES - Openable GlazingSL. DENOTES - Sliding Door
OBS DENOTES - Obscured GlazingSG DENOTES - Safety Glass as per AS1288
CP DENOTES - All glazing to be pilkington comfort plus or similar
Black sealed Concrete
(M1) Matrix color (Nile Clay)(M2) Matrix color (Carriage)(WB) Weatherboard color (Linseed)(SC ) Shadow Clad(BW) Vic Blue - Bricks Boral-Charcoal half raked motar joints(R) Render Woodland Grey(B) bluestone tile on stone sheet
ITEM
Woodland Grey
MATERIALS SCHEDULE
COLOURS
CONCRETE DRIVEWAY
CAPPING
PANEL LIFT DOOR
WINDOWS / DOORS
WALLSEXTERNAT SURFACE
Woodland Grey
O O
BOUNDARY LINE
BOUNDARY LINE
F
FEATURE CANOPY
selected balustrade to be min. 1000habove FFL, as per BCA requirements
steps as indicated to be
confirmed on site
selected blockwork stackbond,
opeining
F.F.L 33.95 A.H.D
F.F.L 36.95 A.H.D
F.F.L 39.95 A.H.D
F.F.L 33.95 A.H.D
F.F.L 36.95 A.H.D
F.F.L 39.95 A.H.D
C.L
C.L
C.L C.L
C.L
C.L
NORTH ELEVATIONSCALE 1:100
position of sinage and mail boxes
LAND FALL CONTOURS SHOWN ON DRAWINGSARE APPROXIMATE ONLY. BUILDER & CONCRETE
SLAB / FOOTING CONTRACTOR TO VARIFY LANDFALL & FINISH FLOOR LEVEL BEFORE ANY
WORK COMMENCES.
LAND FALL NOTE:
33.70
33.84
(MI) (MI)
(MI)
(MI)
(WB)(WB)
(R)
(R)
(BW)
selected James Hardie matrix cladding(Nile Clay)
F
Woodland Grey
OOBS
S.G
note: soffit to underside to be fire ratedmin. 60/60/60 - beams are also to be encased
to achieve the min 60/60/60. as per BCA requirements
feature steel structure (Charcoal)to be fire rated min. 60/-/-as per BCA requirements
selected James Hardie matrix cladding(Nile Clay)
selected aluminium windowselcted weatherboard cladding
selected render finish
(WB)
(SC)
(B)
12
M : 0409 169 993
Proposed: ammendmentsdate
concent of the author
in part or in whole with out the written sheet no:Date:
M7 Design Group Pty. Ltd.
cJob No:A : UNIT 9, 61 WATTLE ROAD
MAIDSTONE, VIC 3012
Client:
At:
F - 03 9317 8119
T - 03 9317 8111
copyright 2011: these drawings are not to be copied
730 12.12.11
274 BALLARAT ROAD, FOOTSCRAY
ID PROPERTY GROUP
TRIPLE STOREY UNIT DEVELOPMENT 20.02.13 AS PER BUILDERS REQUEST
COLOUR/MERTERIAL AMENDMENT
2,700
2,700
2,550
2,700
2,700
2,550
800
600
600
2,550
1,000
1,700
1,100
2,400
WINDOW LEGEND
GENERAL NOTESGENERAL NOTESGENERAL NOTESGENERAL NOTES
downpipes to be 100 x 50 galvanised iron andbox gutters to be 200 x 75 galvanised iron
BRICK VENEER WALLS:BRICK VENEER WALLS:BRICK VENEER WALLS:BRICK VENEER WALLS:
All concrete footing and slab works shall comply with A.S
2870.1-1996 "Residential slabs and footings"
Part 1: construction in the absence of engineer's drawings or computations
Safety Glazing to be used in the following cases: - All rooms - within 500mm vertical from floor
- Bathrooms - within 1500mm vertical from bath base
- laundry - within 1200mm vertical from floor and/or within
300mm vertical of trough - Doorway within 300mm horizontal from all doors
- Ensuite as per bathroom
- Shower screens shall be Grade A Safety Glass
Comply with A.S 3700 masonry in buildings and A.S 2904 damp proof courses andflashing. Use brick as selected and M3 (1:1:6) morter.Use face fixing cavity ties to
avoid holes in foil insulation material.
Steel lintels to each 110 brick skin overall openings not
otherwisespecified (all external lintels to be hot dipgalvanised):
PROVIDE WALL TIES TO BRICKWORK AT MAX 600mm CTRS,
IN EACH DIRECTION & WITHIN 300mm OF ARTICULATION JOINTSOR AS PER SOIL REPORT & ENGINEERS COMPUTATIONS.
Stormwater drains to be 90mm diameter U.P.V.C. with 1 in 100 min. fall to legal
point of discharge as per local council requirements and to the satisfaction of the
city engineer. Install inspection openings at each change of direction and at 9.0mmax. spacings to straight runs. All stormwater to comply with A.S. 3500 and Part
3.1.2 of the B.C.A. - 1993
EXCAVATION:EXCAVATION:EXCAVATION:EXCAVATION:Excavate footings and drains as shown. Keep excavations
dry and backfill with approved materials free of anybuilding debris
LAND FALL CONTOURS SHOWN ON DRAWINGSARE APPROXIMATE ONLY. BUILDER & CONCRETE
SLAB / FOOTING CONTRACTOR TO VARIFY LANDFALL & FINISH FLOOR LEVEL BEFORE ANY
WORK COMMENCES.
LAND FALL NOTE:
SAFETY GLAZING:SAFETY GLAZING:SAFETY GLAZING:SAFETY GLAZING:
CONCRETE:CONCRETE:CONCRETE:CONCRETE:
Provide 10mm thick plasterboard to walls and 13mm thick
plasterboard to ceilings.All wet areas shall have an approved
10mm thick wr plaster'd or "hardies" villaboard installed instrict accordance with manufacturers instruction and
specifications
provide 150 mm Min.End bearing to all lintels (up to 2100),
openings greater than 2100mm, 200 min. end bearing
100 x 10100 x 100 (horiz) x6100 x 100 (horiz) x8150 x 100 (horiz) x10
OPENINGSOPENINGSOPENINGSOPENINGS SIZESIZESIZESIZEMS FLATMS ANGLEMS ANGLEMS ANGLE
MATERIALMATERIALMATERIALMATERIALup to 600up to 1800up to 2100up to 3000
MASONARY CONTROL JOINTS:MASONARY CONTROL JOINTS:MASONARY CONTROL JOINTS:MASONARY CONTROL JOINTS:Provide masonry control joints as recommended by soil
test report and in strict accordance with technical note
CN9 of Cement and Concrete Association of Australia
Masonary control joints to be constructed at 6.0m spacings(max.) and preferably located behind downpipes and beside
full height openings in accordance with TN61 of the Cement
and Concrete Association
All works to be carried out in strict accordance with A.S1684 "timber framing code" and supplementary tables.
WALL CONSTRUCTION:
*Timber studs to be 90x35 f5 pine @450 crs
*Timber studs over 2700 high to be 90x45 f5 pine @ 450 crs*Timber studs more than 3000 high to be 90x70 f5 pine @ 700 ctrs
*Top and bottom plates to be 90x45 f5 pine
*Bracing to be perforated metal angle
*Internal lining:Dry areas to be 10mm thick plaster board,wet areas "hardies" villaboard 6mm thick
*Studs @ more than 1500mm wide to be 90x90 f5 pine
TIMBER FLOOR, WALL AND ROOF TIMBER FLOOR, WALL AND ROOF TIMBER FLOOR, WALL AND ROOF TIMBER FLOOR, WALL AND ROOF FRAMING:FRAMING:FRAMING:FRAMING:
The walls of sanitary compartments (kitchen, laundary, wc,
bath'm, En's) shall be finished with fully compressed fibrecement, waterproof render, ceramic tile or other impervious
finish
TILING TO WET AREAS:TILING TO WET AREAS:TILING TO WET AREAS:TILING TO WET AREAS:
PLASTER:PLASTER:PLASTER:PLASTER:
DOWNPIPES & BOX DOWNPIPES & BOX DOWNPIPES & BOX DOWNPIPES & BOX GUTTERS:GUTTERS:GUTTERS:GUTTERS:
STORMWATER:STORMWATER:STORMWATER:STORMWATER:
NOTE:
WINDOWS SIZES AND STYLES ARE NOMINAL ONLY & ARE MEASURED INTERNALLYBETWEEN REVEALS. ACTUAL WINDOW SIZES MAY VARY DEPENDING ON THE
MANUFACTURERS STANDARDS. THE OWNER IS TO CONFIRM THE SIZES WITH THE
BUILDER'S WINDOW MANUFACTURER PRIOR TO COMMENCEMENT. WINDOWS TO BE
FLASHED AS REQUIRED ALL WINDOWS ARE TO BE IN ACCORDANCE WITH A.S. 1288
F. DENOTES - Fixed GlazingO. DENOTES - Openable Glazing
SL. DENOTES - Sliding DoorOBS DENOTES - Obscured Glazing
SG DENOTES - Safety Glass as per AS1288CP DENOTES - All glazing to be pilkington comfort plus or similar
steps as indicated to beconfirmed on site
F
screeing
selected slate screeining to 1700h
above F.F.L
F.F.L 33.95 A.H.D
F.F.L 36.95 A.H.D
F.F.L 39.95 A.H.D
F.F.L 33.95 A.H.D
F.F.L 36.95 A.H.D
F.F.L 39.95 A.H.D
C.L
C.L
C.LC.L
C.L
C.L
BOUNDARY LINE
BOUNDARY LINE
SOUTH ELEVATIONSCALE 1:100
selected timber slate balustrade to be min.1000h above FFL, as per BCA requirements
33.0434.00
O O O O
CANOPY
(SC)
(BW)
Black sealed Concrete
ITEM
Woodland Grey
MATERIALS SCHEDULE
COLOURS
CONCRETE DRIVEWAY
CAPPING
PANEL LIFT DOOR
WINDOWS / DOORS
WALLSEXTERNAT SURFACE
Woodland Grey
Woodland Grey
(R)
feature steel structure (Charcoal)to be fire rated min. 60/-/-
as per BCA requirements
note: soffit to underside to be fire ratedmin. 60/60/60 - beams are also to be encased
to achieve the min 60/60/60. as per BCA requirements
selcted weatherboard cladding
selected render finish
(WB)(WB) (WB)
(R)
(SC)
(M1) Matrix color (Nile Clay)(M2) Matrix color (Carriage)(WB) Weatherboard color (Linseed)(SC ) Shadow Clad(BW) Vic Blue - Bricks Boral-Charcoal half raked motar joints(R) Render Woodland Grey(B) bluestone tile on stone sheet
13
M : 0409 169 993
Proposed: ammendmentsdate
concent of the author
in part or in whole with out the written sheet no:Date:
M7 Design Group Pty. Ltd.
cJob No:A : UNIT 9, 61 WATTLE ROAD
MAIDSTONE, VIC 3012
Client:
At:
F - 03 9317 8119
T - 03 9317 8111
copyright 2011: these drawings are not to be copied
730 12.12.11
274 BALLARAT ROAD, FOOTSCRAY
ID PROPERTY GROUP
TRIPLE STOREY UNIT DEVELOPMENT 20.02.13 AS PER BUILDERS REQUEST
COLOUR/MERTERIAL AMENDMENT
DOMESTIC NOTES1.The sight shall be adequately fenced off during construction to prevent public access:
2.No part of the building shall project beyond the boundary line, i.e.; including moulds,architectural features and the like;
3.The premises shall treat for termite protection using a chemical barrier in accordance
with AS3660.1-1995. Alternatively physical barriers may be adopted, such as ant caps orgranitgard. If adopting ant caps ensure there is sub floor clearance of
400mm;
4.Eaves within 900mm (But no closer than 450mm) of the boundary shall beconstructed using non combustible material;
5.Eaves exposed to within 450mm of the boundary shall be protected by either a wing
wall or corbelled brickwork;6.Rainwater heads, fascias, gutters, downpipes and the like within 450mm of the
boundary shall be constructed of non combustible materials;
7.Openings in external walls within 900mm form the side facing the boundary require to be protected, i.e.; windows shall be fixed, fire rated windows no less than -/60/-;
8.Open able windows within 1 metre of the finished floor level shall be restricted so that the openings do not permit a 125mm sphere to pass through it, if the fall is greater than
1 metre from the natural ground level;
9.The door to a fully enclosed sanitary compartment shall open outwards, slide or bereadily removable from the outside of the compartment, i.e.; removable hinges;
10.The stumps are required to be brace in accordance with AS1684-1992, if the height of
the stump from natural ground level to the underside of the bearer excess the ratio of 15times the width of the stump, i.e.; 100 x 100 stump has a maximum heigh
t of 1500mm;
11.Vertical articulation joints must be provided in un-reinforced masonry walls exceptwalls built where the site soil classification is A or S. Articulation joints must have a width
not less than 10mm and be provideda.In straight, continuous walls having no opening, at not more than 6m centres and not
closer than the height of the wall away from corners; and
b.Where the height of the wall changes by more than 20%, at the position of change inheight and
c.Where openings more than 900x900mm occur, at not more than 5m centres, and
positioned in line with one of the opening; andd.Where walls change in thickness; and
e.At control or construction joints in footing slabs; and
f.At junctions of walls construction of different masonry materials; andg.At deep chases (rebates) for service pipes.
12.Sub floor ventilation shall be provided at a rate of 7300mm2/m, where in the minimum
sub-floor clearance is 150mm;13.Smoke detectors shall be a BRK 86 RAI 250v self-contained smoke alarm or the
equivalent to be connected to the consumer power mains in accordance with AS3786;14.The wall surface of a shower enclosure with a preformed shower base shall be water
resistant to a height of 1.8m above the floor, with all junctions and floor to horizontal
surfaces completely waterproofed. The surface immediately adjacent or behind a bath, basin or sink shall be water resistance to a height not less than 150mm
above the fixture with all junctions to horizontal surfaces completely waterproofed.
Furthermore, an enclosed shower with floor substrate;15.All glazing shall be accordance with AS 1288-1994 wherein, glazing within 500mm of
the floor level shall be 5mm thickened annealed, glazed doors and associates side
panels shall be 5.38mm laminated safety glass and bathroom windows within 1.5 ofthe the bath or 500mm from the shower enclosure shall be 3mm toughened safety glass;
16.A landing not less than 750mm wide shall be provided where the sill of a threshold of
a doorway opens on to a stair that provides a change in floor level or floor to ground levelgreater than 3 risers or 570mm.
17.The hearth shall extend 300mm beyond the front of the fireplace and 150mm beyondeach side of the opening. If the flooring is combustible the hearth must be situated
150mm above the floor;
18.Refer to Energy Rating Report for thermal insulation requirements19.Laundries, bathrooms, enquiries and powder rooms that are not naturally ventilated,
shall be provided with mechanical ventilation
20.The selection of gutters and downpipes shall be in accordance with AS3500.3.2,wherein the spacing between downpipes must not be more than 12m and down pipes
are also located within 1.2m of a valley or provision for overflow must be made;
21.The storm water discharge shall be connected to the existing legal point of discharge;22.The ground beneath the suspended floor must be graded so that the area beneath
the building is above the adjacent external finished ground level and surface water is
prevented from ponding under the adjacent external finished ground level and surface water is prevented from ponding under the building. Alternatively, agricultural pipes
shall be provided beneath the building to drain ponding surface water. Surface watermust be diverted away from a slab-on-ground, so that the adjacent external
finished surface surrounding the slab must be drained to move surface water away from
the building and grede to give a slope of not less than 50mm over the first 1m from thebuilding;
23.All footings shall extend 200mm beyond the angle of repose of all existing and not
more than 80% of the allotment can be covered by impermeable surfaces; and24.Combustible roof lights, skylights or the like installed in a roof or part of a roof
required to have a non-combustible covering must have an aggregate area not more than
20% of the roof or part of the roof and be no less than 900mm from;a.The allotment boundary other than the boundary adjoining a road alignment or other
public space: and
WINDOW LEGEND
NOTE:
WINDOWS SIZES AND STYLES ARE NOMINAL ONLY & ARE MEASURED INTERNALLY
BETWEEN REVEALS. ACTUAL WINDOW SIZES MAY VARY DEPENDING ON THEMANUFACTURERS STANDARDS. THE OWNER IS TO CONFIRM THE SIZES WITH THE
BUILDER'S WINDOW MANUFACTURER PRIOR TO COMMENCEMENT. WINDOWS TO BE
FLASHED AS REQUIRED ALL WINDOWS ARE TO BE IN ACCORDANCE WITH A.S. 1288
F. DENOTES - Fixed Glazing
O. DENOTES - Openable Glazing
SL. DENOTES - Sliding Door
OBS DENOTES - Obscured Glazing
SG DENOTES - Safety Glass as per AS1288
CP DENOTES - All glazing to be pilkington comfort plus or similar
2,700
2,700
2,550
300
800
1,300
1,000
600
1,700
1,000
1,700
1,000
1,700
1,000
3,050
2,800
F.F.L 33.95 A.H.D
F.F.L 36.95 A.H.D
F.F.L 39.95 A.H.D
C.L
C.L
C.L
EAST ELEVATIONSCALE 1:100
UNIT 1 UNIT 2 UNIT 3 UNIT 4
selected balustrade to be min. 1000habove FFL, as per BCA requirements
steps as indicated to be
confirmed on site
O O
O O
O O
O O
F
F
selected 2400h x 3000w panel lift door(Woodland Gray)
refer to unit 5 elevations for details
selected slate screeining to 1700h
above F.F.L
selected timber slate balustrade to be min.1000h above FFL, as per BCA requirements
2400h x 3000w
panel lift door
2400h x 3200w
panel lift door
2400h x 3200w
panel lift door
2400h x 3200w
panel lift door
FEATURE CANOPY
LAND FALL NOTE:LAND FALL NOTE:LAND FALL NOTE:LAND FALL NOTE:
LAND FALL CONTOURS SHOWN ON DRAWINGS AREAPPROXIMATE ONLY. BUILDER & CONCRETE SLAB /FOOTING CONTRACTOR TO VARIFY LAND FALL &FINISH FLOOR LEVEL BEFORE ANYWORK COMMENCES.
NOTE:NOTE:NOTE:NOTE:
ALL DIMENSIONS, SITE LEVLES TO BE CHECKED BYBUILDER & SUB-CONTRACTORS PRIOR TOCOMMENCEMENT OF WORKS.DISCREPENCIES TO BE REPORTED IMMEDIATELY.
OBS OBS
S.G S.G
OBS
S.G
OBS
S.G
BINS
L/BM/B
featue steel structure (Charcoal)
(BW) (BW) (BW) (BW)
(M2) (SC) (SC)
(M1)
(M1)
(WB) (WB)
(WB) (WB) (WB)
(SC)(SC)
(R)
F
Black sealed Concrete
ITEM
Woodland Grey
MATERIALS SCHEDULE
COLOURS
CONCRETE DRIVEWAY
CAPPING
PANEL LIFT DOOR
WINDOWS / DOORS
WALLSEXTERNAT SURFACE
Woodland Grey
Woodland Grey
(R) (R) (R) (R)
(WB)
feature steel structure (Charcoal)to be fire rated min. 60/-/-as per BCA requirements
note: soffit to underside to be fire ratedmin. 60/60/60 - beams are also to be encasedto achieve the min 60/60/60. as per BCA requirements
(B)
selcted weatherboard cladding
selected shadow clad
(M1) Matrix color (Nile Clay)(M2) Matrix color (Carriage)(WB) Weatherboard color (Linseed)(SC ) Shadow Clad(BW) Vic Blue - Bricks Boral-Charcoal half raked motar joints(R) Render Woodland Grey(B) bluestone tile on stone sheet
14
M : 0409 169 993
Proposed: ammendmentsdate
concent of the author
in part or in whole with out the written sheet no:Date:
M7 Design Group Pty. Ltd.
cJob No:A : UNIT 9, 61 WATTLE ROAD
MAIDSTONE, VIC 3012
Client:
At:
F - 03 9317 8119
T - 03 9317 8111
copyright 2011: these drawings are not to be copied
730 12.12.11
274 BALLARAT ROAD, FOOTSCRAY
ID PROPERTY GROUP
TRIPLE STOREY UNIT DEVELOPMENT 20.02.13 AS PER BUILDERS REQUEST
COLOUR/MERTERIAL AMENDMENT
WINDOW LEGEND
GENERAL NOTESGENERAL NOTESGENERAL NOTESGENERAL NOTES
downpipes to be 100 x 50 galvanised iron and
box gutters to be 200 x 75 galvanised iron
BRICK VENEER WALLS:BRICK VENEER WALLS:BRICK VENEER WALLS:BRICK VENEER WALLS:
All concrete footing and slab works shall comply with A.S2870.1-1996 "Residential slabs and footings"
Part 1: construction in the absence of engineer's drawings or computations
Safety Glazing to be used in the following cases: - All rooms - within 500mm vertical from floor
- Bathrooms - within 1500mm vertical from bath base - laundry - within 1200mm vertical from floor and/or within
300mm vertical of trough
- Doorway within 300mm horizontal from all doors - Ensuite as per bathroom
- Shower screens shall be Grade A Safety Glass
Comply with A.S 3700 masonry in buildings and A.S 2904 damp proof courses andflashing. Use brick as selected and M3 (1:1:6) morter.Use face fixing cavity ties to
avoid holes in foil insulation material.Steel lintels to each 110 brick skin overall openings not
otherwisespecified (all external lintels to be hot dip
galvanised):PROVIDE WALL TIES TO BRICKWORK AT MAX 600mm CTRS,
IN EACH DIRECTION & WITHIN 300mm OF ARTICULATION JOINTS
OR AS PER SOIL REPORT & ENGINEERS COMPUTATIONS.
Stormwater drains to be 90mm diameter U.P.V.C. with 1 in 100 min. fall to legalpoint of discharge as per local council requirements and to the satisfaction of the
city engineer. Install inspection openings at each change of direction and at 9.0m
max. spacings to straight runs. All stormwater to comply with A.S. 3500 and Part3.1.2 of the B.C.A. - 1993
EXCAVATION:EXCAVATION:EXCAVATION:EXCAVATION:Excavate footings and drains as shown. Keep excavationsdry and backfill with approved materials free of any
building debris
SAFETY GLAZING:SAFETY GLAZING:SAFETY GLAZING:SAFETY GLAZING:
CONCRETE:CONCRETE:CONCRETE:CONCRETE:
Provide 10mm thick plasterboard to walls and 13mm thick
plasterboard to ceilings.All wet areas shall have an approved
10mm thick wr plaster'd or "hardies" villaboard installed instrict accordance with manufacturers instruction and
specifications
provide 150 mm Min.End bearing to all lintels (up to 2100),openings greater than 2100mm, 200 min. end bearing
100 x 10100 x 100 (horiz) x6100 x 100 (horiz) x8150 x 100 (horiz) x10
OPENINGSOPENINGSOPENINGSOPENINGS SIZESIZESIZESIZEMS FLATMS ANGLEMS ANGLEMS ANGLE
MATERIALMATERIALMATERIALMATERIALup to 600up to 1800up to 2100up to 3000
MASONARY CONTROL JOINTS:MASONARY CONTROL JOINTS:MASONARY CONTROL JOINTS:MASONARY CONTROL JOINTS:Provide masonry control joints as recommended by soil test report and in strict accordance with technical note
CN9 of Cement and Concrete Association of Australia
Masonary control joints to be constructed at 6.0m spacings(max.) and preferably located behind downpipes and beside
full height openings in accordance with TN61 of the Cementand Concrete Association
All works to be carried out in strict accordance with A.S1684 "timber framing code" and supplementary tables.
WALL CONSTRUCTION:
*Timber studs to be 90x35 f5 pine @450 crs*Timber studs over 2700 high to be 90x45 f5 pine @ 450 crs
*Timber studs more than 3000 high to be 90x70 f5 pine @ 700 ctrs
*Top and bottom plates to be 90x45 f5 pine*Bracing to be perforated metal angle
*Internal lining:Dry areas to be 10mm thick plaster board,wet
areas "hardies" villaboard 6mm thick*Studs @ more than 1500mm wide to be 90x90 f5 pine
TIMBER FLOOR, WALL AND ROOF TIMBER FLOOR, WALL AND ROOF TIMBER FLOOR, WALL AND ROOF TIMBER FLOOR, WALL AND ROOF FRAMING:FRAMING:FRAMING:FRAMING:
The walls of sanitary compartments (kitchen, laundary, wc,bath'm, En's) shall be finished with fully compressed fibre
cement, waterproof render, ceramic tile or other impervious
finish
TILING TO WET AREAS:TILING TO WET AREAS:TILING TO WET AREAS:TILING TO WET AREAS:
PLASTER:PLASTER:PLASTER:PLASTER:
DOWNPIPES & BOX DOWNPIPES & BOX DOWNPIPES & BOX DOWNPIPES & BOX GUTTERS:GUTTERS:GUTTERS:GUTTERS:
STORMWATER:STORMWATER:STORMWATER:STORMWATER:
NOTE:
WINDOWS SIZES AND STYLES ARE NOMINAL ONLY & ARE MEASURED INTERNALLYBETWEEN REVEALS. ACTUAL WINDOW SIZES MAY VARY DEPENDING ON THE
MANUFACTURERS STANDARDS. THE OWNER IS TO CONFIRM THE SIZES WITH THEBUILDER'S WINDOW MANUFACTURER PRIOR TO COMMENCEMENT. WINDOWS TO BE
FLASHED AS REQUIRED ALL WINDOWS ARE TO BE IN ACCORDANCE WITH A.S. 1288
F. DENOTES - Fixed Glazing
O. DENOTES - Openable Glazing
SL. DENOTES - Sliding Door
OBS DENOTES - Obscured Glazing
SG DENOTES - Safety Glass as per AS1288
CP DENOTES - All glazing to be pilkington comfort plus or similar
2,700
2,700
2,550
1,300
1,000
600
1,000
1,700
1,000
1,700
1,000
1,700
1,000
1,700
800
F.F.L 33.95 A.H.D
F.F.L 36.95 A.H.D
F.F.L 39.95 A.H.D
C.L
C.L
C.L
EAST ELEVATIONSCALE 1:100
UNIT 4 UNIT 5 UNIT 6 UNIT 7UNIT 8
steps as indicated to beconfirmed on site
O O
O O
O O
O
O
O
steps as indicated to beconfirmed on site
refer to unit 4 elevations for details
2400h x 3200w
panel lift door
2400h x 3200w
panel lift door
2400h x 3200w
panel lift door
2400h x 3200w
panel lift door
selected slate screeining to 1700h
above F.F.L
selected timber slate balustrade to be min.1000h above FFL, as per BCA requirements
LAND FALL NOTE:LAND FALL NOTE:LAND FALL NOTE:LAND FALL NOTE:
LAND FALL CONTOURS SHOWN ON DRAWINGS AREAPPROXIMATE ONLY. BUILDER & CONCRETE SLAB /FOOTING CONTRACTOR TO VARIFY LAND FALL &FINISH FLOOR LEVEL BEFORE ANYWORK COMMENCES.
NOTE:NOTE:NOTE:NOTE:
ALL DIMENSIONS, SITE LEVLES TO BE CHECKED BYBUILDER & SUB-CONTRACTORS PRIOR TOCOMMENCEMENT OF WORKS.DISCREPENCIES TO BE REPORTED IMMEDIATELY.
OBS
S.G
OBS
S.G
OBS
S.G
(SC)
(WB) (WB) (WB)
(WB)(WB)(WB)
(SC) (SC)
selected 2400h x 3200w panel lift door(Woodland Gray
selected 2400h x 3200w panel lift door(Woodland Gray
(WB)
Black sealed Concrete
ITEM
Woodland Grey
MATERIALS SCHEDULE
COLOURS
CONCRETE DRIVEWAY
CAPPING
PANEL LIFT DOOR
WINDOWS / DOORS
WALLSEXTERNAT SURFACE
Woodland Grey
Woodland Grey
(SC)(SC) (SC)
(R)(R) (R) (R)
feature steel structure (Charcoal)to be fire rated min. 60/-/-as per BCA requirements
note: soffit to underside to be fire rated
min. 60/60/60 - beams are also to be encasedto achieve the min 60/60/60. as per BCA requirements
(BW) (BW)
selcted weatherboard cladding
selected render finish
selected shadow clad
(M1) Matrix color (Nile Clay)(M2) Matrix color (Carriage)(WB) Weatherboard color (Linseed)(SC ) Shadow Clad(BW) Vic Blue - Bricks Boral-Charcoal half raked motar joints(R) Render Woodland Grey(B) bluestone tile on stone sheet
15
M : 0409 169 993
Proposed: ammendmentsdate
concent of the author
in part or in whole with out the written sheet no:Date:
M7 Design Group Pty. Ltd.
cJob No:A : UNIT 9, 61 WATTLE ROAD
MAIDSTONE, VIC 3012
Client:
At:
F - 03 9317 8119
T - 03 9317 8111
copyright 2011: these drawings are not to be copied
730 12.12.11
274 BALLARAT ROAD, FOOTSCRAY
ID PROPERTY GROUP
TRIPLE STOREY UNIT DEVELOPMENT 20.02.13 AS PER BUILDERS REQUEST
COLOUR/MERTERIAL AMENDMENT
DOMESTIC NOTES1.The sight shall be adequately fenced off during construction to prevent public access:
2.No part of the building shall project beyond the boundary line, i.e.; including moulds,architectural features and the like;
3.The premises shall treat for termite protection using a chemical barrier in accordance
with AS3660.1-1995. Alternatively physical barriers may be adopted, such as ant caps orgranitgard. If adopting ant caps ensure there is sub floor clearance of
400mm;
4.Eaves within 900mm (But no closer than 450mm) of the boundary shall beconstructed using non combustible material;
5.Eaves exposed to within 450mm of the boundary shall be protected by either a wing
wall or corbelled brickwork;6.Rainwater heads, fascias, gutters, downpipes and the like within 450mm of the
boundary shall be constructed of non combustible materials;
7.Openings in external walls within 900mm form the side facing the boundary require to be protected, i.e.; windows shall be fixed, fire rated windows no less than -/60/-;
8.Open able windows within 1 metre of the finished floor level shall be restricted so that the openings do not permit a 125mm sphere to pass through it, if the fall is greater than
1 metre from the natural ground level;
9.The door to a fully enclosed sanitary compartment shall open outwards, slide or bereadily removable from the outside of the compartment, i.e.; removable hinges;
10.The stumps are required to be brace in accordance with AS1684-1992, if the height of
the stump from natural ground level to the underside of the bearer excess the ratio of 15times the width of the stump, i.e.; 100 x 100 stump has a maximum heigh
t of 1500mm;
11.Vertical articulation joints must be provided in un-reinforced masonry walls exceptwalls built where the site soil classification is A or S. Articulation joints must have a width
not less than 10mm and be provided
a.In straight, continuous walls having no opening, at not more than 6m centres and notcloser than the height of the wall away from corners; and
b.Where the height of the wall changes by more than 20%, at the position of change inheight and
c.Where openings more than 900x900mm occur, at not more than 5m centres, and
positioned in line with one of the opening; andd.Where walls change in thickness; and
e.At control or construction joints in footing slabs; and
f.At junctions of walls construction of different masonry materials; andg.At deep chases (rebates) for service pipes.
12.Sub floor ventilation shall be provided at a rate of 7300mm2/m, where in the minimum
sub-floor clearance is 150mm;13.Smoke detectors shall be a BRK 86 RAI 250v self-contained smoke alarm or the
equivalent to be connected to the consumer power mains in accordance with AS3786;14.The wall surface of a shower enclosure with a preformed shower base shall be water
resistant to a height of 1.8m above the floor, with all junctions and floor to horizontal
surfaces completely waterproofed. The surface immediately adjacent or behind a bath, basin or sink shall be water resistance to a height not less than 150mm
above the fixture with all junctions to horizontal surfaces completely waterproofed.
Furthermore, an enclosed shower with floor substrate;15.All glazing shall be accordance with AS 1288-1994 wherein, glazing within 500mm of
the floor level shall be 5mm thickened annealed, glazed doors and associates side
panels shall be 5.38mm laminated safety glass and bathroom windows within 1.5 ofthe the bath or 500mm from the shower enclosure shall be 3mm toughened safety glass;
16.A landing not less than 750mm wide shall be provided where the sill of a threshold of
a doorway opens on to a stair that provides a change in floor level or floor to ground levelgreater than 3 risers or 570mm.
17.The hearth shall extend 300mm beyond the front of the fireplace and 150mm beyondeach side of the opening. If the flooring is combustible the hearth must be situated
150mm above the floor;
18.Refer to Energy Rating Report for thermal insulation requirements19.Laundries, bathrooms, enquiries and powder rooms that are not naturally ventilated,
shall be provided with mechanical ventilation
20.The selection of gutters and downpipes shall be in accordance with AS3500.3.2,wherein the spacing between downpipes must not be more than 12m and down pipes
are also located within 1.2m of a valley or provision for overflow must be made;
21.The storm water discharge shall be connected to the existing legal point of discharge;22.The ground beneath the suspended floor must be graded so that the area beneath
the building is above the adjacent external finished ground level and surface water is
prevented from ponding under the adjacent external finished ground level and surface water is prevented from ponding under the building. Alternatively, agricultural pipes
shall be provided beneath the building to drain ponding surface water. Surface watermust be diverted away from a slab-on-ground, so that the adjacent external
finished surface surrounding the slab must be drained to move surface water away from
the building and grede to give a slope of not less than 50mm over the first 1m from thebuilding;
23.All footings shall extend 200mm beyond the angle of repose of all existing and not
more than 80% of the allotment can be covered by impermeable surfaces; and24.Combustible roof lights, skylights or the like installed in a roof or part of a roof
required to have a non-combustible covering must have an aggregate area not more than
20% of the roof or part of the roof and be no less than 900mm from;a.The allotment boundary other than the boundary adjoining a road alignment or other
public space: and
WINDOW LEGEND
NOTE:
WINDOWS SIZES AND STYLES ARE NOMINAL ONLY & ARE MEASURED INTERNALLY
BETWEEN REVEALS. ACTUAL WINDOW SIZES MAY VARY DEPENDING ON THEMANUFACTURERS STANDARDS. THE OWNER IS TO CONFIRM THE SIZES WITH THE
BUILDER'S WINDOW MANUFACTURER PRIOR TO COMMENCEMENT. WINDOWS TO BE
FLASHED AS REQUIRED ALL WINDOWS ARE TO BE IN ACCORDANCE WITH A.S. 1288
F. DENOTES - Fixed Glazing
O. DENOTES - Openable Glazing
SL. DENOTES - Sliding Door
OBS DENOTES - Obscured Glazing
SG DENOTES - Safety Glass as per AS1288
CP DENOTES - All glazing to be pilkington comfort plus or similar
2,700
2,700
2,550
300
3,050
300
600
2,400
2,400
2,400
800
F.F.L 33.95 A.H.D
F.F.L 36.95 A.H.D
F.F.L 39.95 A.H.D
C.L
C.L
C.L
O O O
O
O
O
O O
O O
O
O O
O
O
UNIT 4 UNIT 3 UNIT 2 UNIT 1
SCALE 1:100
refer to unit 5 elevations for details
LAND FALL NOTE:LAND FALL NOTE:LAND FALL NOTE:LAND FALL NOTE:
LAND FALL CONTOURS SHOWN ON DRAWINGS AREAPPROXIMATE ONLY. BUILDER & CONCRETE SLAB /FOOTING CONTRACTOR TO VARIFY LAND FALL &FINISH FLOOR LEVEL BEFORE ANYWORK COMMENCES.
NOTE:NOTE:NOTE:NOTE:
ALL DIMENSIONS, SITE LEVLES TO BE CHECKED BYBUILDER & SUB-CONTRACTORS PRIOR TOCOMMENCEMENT OF WORKS.DISCREPENCIES TO BE REPORTED IMMEDIATELY.
OBS
S.G
OBS
S.G
OOBS
S.G
OBS
S.G
BOUNDARY W
ALL
(R) (R)(SC) (SC)
(BW)(BW)
(WB) (WB)(SC) (SC)
(R)
F
F
(M1)
Black sealed Concrete
ITEM
Woodland Grey
MATERIALS SCHEDULE
COLOURS
CONCRETE DRIVEWAY
CAPPING
PANEL LIFT DOOR
WINDOWS / DOORS
WALLSEXTERNAT SURFACE
Woodland Grey
Woodland Grey
WEST ELEVATION
(B)
selcted weatherboard cladding
selected render finish
selected face quality brickworrk
selected aluminium window
selected shadow clad
(M1) Matrix color (Nile Clay)(M2) Matrix color (Carriage)(WB) Weatherboard color (Linseed)(SC ) Shadow Clad(BW) Vic Blue - Bricks Boral-Charcoal half raked motar joints(R) Render Woodland Grey(B) bluestone tile on stone sheet
16
M : 0409 169 993
Proposed: ammendmentsdate
concent of the author
in part or in whole with out the written sheet no:Date:
M7 Design Group Pty. Ltd.
cJob No:A : UNIT 9, 61 WATTLE ROAD
MAIDSTONE, VIC 3012
Client:
At:
F - 03 9317 8119
T - 03 9317 8111
copyright 2011: these drawings are not to be copied
730 12.12.11
274 BALLARAT ROAD, FOOTSCRAY
ID PROPERTY GROUP
TRIPLE STOREY UNIT DEVELOPMENT 20.02.13 AS PER BUILDERS REQUEST
COLOUR/MERTERIAL AMENDMENT
WINDOW LEGEND
GENERAL NOTESGENERAL NOTESGENERAL NOTESGENERAL NOTES
downpipes to be 100 x 50 galvanised iron and
box gutters to be 200 x 75 galvanised iron
BRICK VENEER WALLS:BRICK VENEER WALLS:BRICK VENEER WALLS:BRICK VENEER WALLS:
All concrete footing and slab works shall comply with A.S
2870.1-1996 "Residential slabs and footings"
Part 1: construction in the absence of engineer's drawings or computations
Safety Glazing to be used in the following cases:
- All rooms - within 500mm vertical from floor - Bathrooms - within 1500mm vertical from bath base
- laundry - within 1200mm vertical from floor and/or within 300mm vertical of trough
- Doorway within 300mm horizontal from all doors
- Ensuite as per bathroom - Shower screens shall be Grade A Safety Glass
Comply with A.S 3700 masonry in buildings and A.S 2904 damp proof courses and
flashing. Use brick as selected and M3 (1:1:6) morter.Use face fixing cavity ties toavoid holes in foil insulation material.
Steel lintels to each 110 brick skin overall openings not
otherwisespecified (all external lintels to be hot dipgalvanised):
PROVIDE WALL TIES TO BRICKWORK AT MAX 600mm CTRS,IN EACH DIRECTION & WITHIN 300mm OF ARTICULATION JOINTS
OR AS PER SOIL REPORT & ENGINEERS COMPUTATIONS.
Stormwater drains to be 90mm diameter U.P.V.C. with 1 in 100 min. fall to legal
point of discharge as per local council requirements and to the satisfaction of thecity engineer. Install inspection openings at each change of direction and at 9.0m
max. spacings to straight runs. All stormwater to comply with A.S. 3500 and Part
3.1.2 of the B.C.A. - 1993
EXCAVATION:EXCAVATION:EXCAVATION:EXCAVATION:Excavate footings and drains as shown. Keep excavations
dry and backfill with approved materials free of anybuilding debris
SAFETY GLAZING:SAFETY GLAZING:SAFETY GLAZING:SAFETY GLAZING:
CONCRETE:CONCRETE:CONCRETE:CONCRETE:
Provide 10mm thick plasterboard to walls and 13mm thickplasterboard to ceilings.All wet areas shall have an approved
10mm thick wr plaster'd or "hardies" villaboard installed in
strict accordance with manufacturers instruction andspecifications
provide 150 mm Min.End bearing to all lintels (up to 2100),
openings greater than 2100mm, 200 min. end bearing
100 x 10100 x 100 (horiz) x6100 x 100 (horiz) x8150 x 100 (horiz) x10
OPENINGSOPENINGSOPENINGSOPENINGS SIZESIZESIZESIZEMS FLATMS ANGLEMS ANGLEMS ANGLE
MATERIALMATERIALMATERIALMATERIALup to 600up to 1800up to 2100up to 3000
MASONARY CONTROL JOINTS:MASONARY CONTROL JOINTS:MASONARY CONTROL JOINTS:MASONARY CONTROL JOINTS:Provide masonry control joints as recommended by soil
test report and in strict accordance with technical noteCN9 of Cement and Concrete Association of Australia
Masonary control joints to be constructed at 6.0m spacings
(max.) and preferably located behind downpipes and besidefull height openings in accordance with TN61 of the Cement
and Concrete Association
All works to be carried out in strict accordance with A.S
1684 "timber framing code" and supplementary tables.WALL CONSTRUCTION:
*Timber studs to be 90x35 f5 pine @450 crs
*Timber studs over 2700 high to be 90x45 f5 pine @ 450 crs*Timber studs more than 3000 high to be 90x70 f5 pine @ 700 ctrs
*Top and bottom plates to be 90x45 f5 pine
*Bracing to be perforated metal angle*Internal lining:Dry areas to be 10mm thick plaster board,wet
areas "hardies" villaboard 6mm thick
*Studs @ more than 1500mm wide to be 90x90 f5 pine
TIMBER FLOOR, WALL AND ROOF TIMBER FLOOR, WALL AND ROOF TIMBER FLOOR, WALL AND ROOF TIMBER FLOOR, WALL AND ROOF FRAMING:FRAMING:FRAMING:FRAMING:
The walls of sanitary compartments (kitchen, laundary, wc,
bath'm, En's) shall be finished with fully compressed fibrecement, waterproof render, ceramic tile or other impervious
finish
TILING TO WET AREAS:TILING TO WET AREAS:TILING TO WET AREAS:TILING TO WET AREAS:
PLASTER:PLASTER:PLASTER:PLASTER:
DOWNPIPES & BOX DOWNPIPES & BOX DOWNPIPES & BOX DOWNPIPES & BOX GUTTERS:GUTTERS:GUTTERS:GUTTERS:
STORMWATER:STORMWATER:STORMWATER:STORMWATER:
NOTE:
WINDOWS SIZES AND STYLES ARE NOMINAL ONLY & ARE MEASURED INTERNALLY
BETWEEN REVEALS. ACTUAL WINDOW SIZES MAY VARY DEPENDING ON THEMANUFACTURERS STANDARDS. THE OWNER IS TO CONFIRM THE SIZES WITH THE
BUILDER'S WINDOW MANUFACTURER PRIOR TO COMMENCEMENT. WINDOWS TO BEFLASHED AS REQUIRED ALL WINDOWS ARE TO BE IN ACCORDANCE WITH A.S. 1288
F. DENOTES - Fixed Glazing
O. DENOTES - Openable Glazing
SL. DENOTES - Sliding Door
OBS DENOTES - Obscured Glazing
SG DENOTES - Safety Glass as per AS1288
CP DENOTES - All glazing to be pilkington comfort plus or similar
2,700
2,700
2,550
800
600 800
800
600
800
F.F.L 33.95 A.H.D
F.F.L 36.95 A.H.D
F.F.L 39.95 A.H.D
C.L
C.L
C.L
O O
O O
O O
O O
O O O
O
UNIT 8 UNIT 7 UNIT 6 UNIT 5 UNIT 4
WEST ELEVATIONSCALE 1:100
refer to unit 4 elevations for details
LAND FALL NOTE:LAND FALL NOTE:LAND FALL NOTE:LAND FALL NOTE:
LAND FALL CONTOURS SHOWN ON DRAWINGS AREAPPROXIMATE ONLY. BUILDER & CONCRETE SLAB /FOOTING CONTRACTOR TO VARIFY LAND FALL &FINISH FLOOR LEVEL BEFORE ANYWORK COMMENCES.
NOTE:NOTE:NOTE:NOTE:
ALL DIMENSIONS, SITE LEVLES TO BE CHECKED BYBUILDER & SUB-CONTRACTORS PRIOR TOCOMMENCEMENT OF WORKS.DISCREPENCIES TO BE REPORTED IMMEDIATELY.
OBS
S.G
OBS
S.G
OBS
S.G
OBS
S.G
O
BOUNDARY WA
LL
(SC) (R) (R) (R)(SC)(SC)
(SC)
(BW)(BW)(BW)
(WB) (WB)(SC) (SC) (SC) (SC)
Black sealed Concrete
ITEM
Woodland Grey
MATERIALS SCHEDULE
COLOURS
CONCRETE DRIVEWAY
CAPPING
PANEL LIFT DOOR
WINDOWS / DOORS
WALLSEXTERNAT SURFACE
Woodland Grey
Woodland Grey
selcted weatherboard cladding
selected shadow clad
selected face quality brickworrk
selected aluminium window
selected render finish
(M1) Matrix color (Nile Clay)(M2) Matrix color (Carriage)(WB) Weatherboard color (Linseed)(SC ) Shadow Clad(BW) Vic Blue - Bricks Boral-Charcoal half raked motar joints(R) Render Woodland Grey(B) bluestone tile on stone sheet
17
M : 0409 169 993
Proposed: ammendmentsdate
concent of the author
in part or in whole with out the written sheet no:Date:
M7 Design Group Pty. Ltd.
cJob No:A : UNIT 9, 61 WATTLE ROAD
MAIDSTONE, VIC 3012
Client:
At:
F - 03 9317 8119
T - 03 9317 8111
copyright 2011: these drawings are not to be copied
730 12.12.11
274 BALLARAT ROAD, FOOTSCRAY
ID PROPERTY GROUP
TRIPLE STOREY UNIT DEVELOPMENT 20.02.13 AS PER BUILDERS REQUEST
COLOUR/MERTERIAL AMENDMENT
2,700
2,700
2,550
800
600
F.F.L 33.95 A.H.D
F.F.L 36.95 A.H.D
F.F.L 39.95 A.H.D
C.L
C.L
C.L
GARAGE GARAGE GARAGE GARAGE
LIVING/KITCHEN LIVING/KITCHEN LIVING/KITCHEN LIVING/KITCHEN
BED 2 BED 2 BED 2 BED 2 ENSENSENS
roof trusses to manufacturersdesign and specification
note:
refer to engineers specificationsand computations for all footing detail's
lintel and beam design
refer to engineer's design andcomputations for first floor framing details
selected balustrade to be min. 1000h
above FFL, as per BCA requirements
staircase to manufactures specification
SECTION A,A TYP.SCALE 1:100
UNIT 1 UNIT 2 UNIT 3 UNIT 4
REFER TO UNIT 5 SECTION FOR DETAILSOBS
S.G
OBS
S.G
OBS
S.G
OBS
S.G
insulate as per Energy Rating Report insulate as per Energy Rating Report
Typical: whaling plate to be fixed into solid brickworkwhere applicable - notes apply to all units
Top and botton plates: 90 x 45 F5Common studs: 90 x 35 F5 @ 450 ctrs to 2.4h 90 x 45 F5 @ 450 ctrs to 2.7h
Jamb studs:90 x 45 > 1500 opening90 x 90 > 3000 opening
Nogging: 75 x 38 F8 staggered at mid point
Daigonal bracing: 50 x 25 hw or galv angles brace
Timber linteles: F17 kdhw ( E.L. >3.0m)
40 x 70 F17 max span 0.9m85 x 30 F17 max span 1.1m145 x 45 F17 max span 1.6h195 x 45 F17 max span 2.1h245 x 35 F17 max span 2.4h245 x 35 F17 max span 2.4h245 x 45 F17 max span 2.6h295 x 45 F17 max span 3.1h
Ceiling joist: 100 x 38 F8 @ 450 centreswith maximun span of 2.3m
Hanging beams: (max spacing 2.3m)
125 x 38 F8 max span 2.1m150 x 38 F8 max span 2.4m200 x 38 F8 max span 3.2m250 x 38 F8 max span 4.0m300 x 38 F8 max span 4.8m300 x 50 F8 max span 5.2m
Collar ties to every secong rafter pair:100 x 38 F8, 4.2m max. span
Purlines and propes: 100 x 75 F8 placedin middle 1/3 of rafter
Rafters:125 x 38 F8 @ 450 ctrs max span 2.2m singleand 2.7m continuous
Ridges, hips and valleys175 x 38 F8
Roof battens:50 x 25 F8 @ 330 ctrs
Garage top plates (above brick piers)100 x 75 F8 HW tied down with metal hoop ironstrapes. Min, 1200mm into brick piers @ 1500 ctrs max)
n.b - The builder may elect to use roof trusses inwhich case the design of the roof is to be carriedout by the truss manufacturers
( in accordance with the B.C.A 3.3.4) weep holes mustbe created above any DPC or flashing @ centersnot exceeding 1.2 & are not required for head or sillopening less than 1.0m wide.
NOTES:NOTES:NOTES:NOTES:
(REFER TO A.S 1684 TIMBER FRAMING CODE)
FRAMING SPECIFICATIONSFRAMING SPECIFICATIONSFRAMING SPECIFICATIONSFRAMING SPECIFICATIONS
1,000
125
140
1,000
1,000
blueboard selected render finish, typ.min
finished floor levelflooring (typ.)
wall baluster
joist
250 x 50 tread
decking
finished floor level
joist
stair detail, typ. balustrade & nib wall capping detail, typ tread detail, typ.
250 x 50 stringer 275 x 50treads
115
min
max
335 max
min
max
riser
1* min fall
floor joists to engineers
specifications
graded 90 x 45 F5
battens @ 450 ctr min.
james hardie 15mm compressed
sheet with 1.2mm flexible waterproof
membrane tiling & 30mm rein. morter bed
max
balustrade min, 1000h
above FFL
90 x 45 F5 graded
battens @ max. 450 ctr
@ 1* min. fall
membrane 50mm min.
return into wall
deatil a: balcony detail, typ.
lintels to engineers
specifications
wall baluster
provide colobond capping, typ.
20mm timber painted capping to stair nib walls
20mm shadow line
20mm shadow line
CAPPING DETAIL
MDF
18
M : 0409 169 993
Proposed: ammendmentsdate
concent of the author
in part or in whole with out the written sheet no:Date:
M7 Design Group Pty. Ltd.
cJob No:A : UNIT 9, 61 WATTLE ROAD
MAIDSTONE, VIC 3012
Client:
At:
F - 03 9317 8119
T - 03 9317 8111
copyright 2011: these drawings are not to be copied
730 12.12.11
274 BALLARAT ROAD, FOOTSCRAY
ID PROPERTY GROUP
TRIPLE STOREY UNIT DEVELOPMENT 20.02.13 AS PER BUILDERS REQUEST
COLOUR/MERTERIAL AMENDMENT
A
B
C
D
1,000
1,000
600
600
800
2,700
1,500
3,000
1,500
1,100
1,500
3,000
1,500
1,100
1,100
3,000
2,020
2,000 550
GARAGE GARAGE GARAGE GARAGE
LIVING/KITCHEN LIVING/KITCHEN LIVING/KITCHEN LIVING/KITCHEN
BED 2 BED 2 ENSENSENS ENS
F.F.L 33.95 A.H.D
F.F.L 36.95 A.H.D
F.F.L 39.95 A.H.D
C.L
C.L
C.L
selected balustrade to be min. 1000habove FFL, as per BCA requirements
staircase to manufactures specification
note:
refer to engineers specificationsand computations for all footing detail'slintel and beam design
refer to engineer's design andcomputations for first floor framing details
roof trusses to manufacturers
design and specification
SECTION A,A TYP.SCALE 1:100
UNIT 6 UNIT 7 UNIT 8UNIT 5
REFER TO UNIT 5 SECTION FOR DETAILS
Top and botton plates: 90 x 45 F5Common studs: 90 x 35 F5 @ 450 ctrs to 2.4h 90 x 45 F5 @ 450 ctrs to 2.7h
Jamb studs:90 x 45 > 1500 opening90 x 90 > 3000 opening
Nogging: 75 x 38 F8 staggered at mid point
Daigonal bracing: 50 x 25 hw or galv angles brace
Timber linteles: F17 kdhw ( E.L. >3.0m)
40 x 70 F17 max span 0.9m85 x 30 F17 max span 1.1m145 x 45 F17 max span 1.6h195 x 45 F17 max span 2.1h245 x 35 F17 max span 2.4h245 x 35 F17 max span 2.4h245 x 45 F17 max span 2.6h295 x 45 F17 max span 3.1h
Ceiling joist: 100 x 38 F8 @ 450 centreswith maximun span of 2.3m
Hanging beams: (max spacing 2.3m)
125 x 38 F8 max span 2.1m150 x 38 F8 max span 2.4m200 x 38 F8 max span 3.2m250 x 38 F8 max span 4.0m300 x 38 F8 max span 4.8m300 x 50 F8 max span 5.2m
Collar ties to every secong rafter pair:100 x 38 F8, 4.2m max. span
Purlines and propes: 100 x 75 F8 placedin middle 1/3 of rafter
Rafters:125 x 38 F8 @ 450 ctrs max span 2.2m singleand 2.7m continuous
Ridges, hips and valleys175 x 38 F8
Roof battens:50 x 25 F8 @ 330 ctrs
Garage top plates (above brick piers)100 x 75 F8 HW tied down with metal hoop ironstrapes. Min, 1200mm into brick piers @ 1500 ctrs max)
n.b - The builder may elect to use roof trusses inwhich case the design of the roof is to be carriedout by the truss manufacturers
( in accordance with the B.C.A 3.3.4) weep holes mustbe created above any DPC or flashing @ centers
not exceeding 1.2 & are not required for head or sillopening less than 1.0m wide.
NOTES:NOTES:NOTES:NOTES:
(REFER TO A.S 1684 TIMBER FRAMING CODE)
FRAMING SPECIFICATIONSFRAMING SPECIFICATIONSFRAMING SPECIFICATIONSFRAMING SPECIFICATIONS
BIN
ELEVATION A ELEVATION BELEVATION C ELEVATION D
NOTE: FEATURE SCREEN BIN ENCLOSURE.SCREEN TO BE 50MM WITH 30MM GAP FOR VENTILATION
BIN ENCLOSURE DETAILNOT TO SCALE
insulate as per Energy Rating Report insulate as per Energy Rating Report
insulate as per Energy Rating Report
Typical: whaling plate to be fixed into solid brickwork
where applicable - notes apply to all units
RAINWATER TANK DETAILNOT TO SCALE
HEIGHT
LENGTH WIDTH
TANK CAPACITY2091 litres
19
M : 0409 169 993
Proposed: ammendmentsdate
concent of the author
in part or in whole with out the written sheet no:Date:
M7 Design Group Pty. Ltd.
cJob No:A : UNIT 9, 61 WATTLE ROAD
MAIDSTONE, VIC 3012
Client:
At:
F - 03 9317 8119
T - 03 9317 8111
copyright 2011: these drawings are not to be copied
730 12.12.11
274 BALLARAT ROAD, FOOTSCRAY
ID PROPERTY GROUP
TRIPLE STOREY UNIT DEVELOPMENT 20.02.13 AS PER BUILDERS REQUEST
COLOUR/MERTERIAL AMENDMENT
F. DENOTES - Fixed Glazing
O. DENOTES - Openable GlazingSL. DENOTES - Sliding Door
OBS DENOTES - Obscured GlazingSG DENOTES - Safety Glass as per AS1288
CP DENOTES - All glazing to be pilkington comfort plus or similar
NOTE:WINDOWS SIZES AND STYLES ARE NOMINAL ONLY & AREMEASURED INTERNALLYBETWEEN REVEALS. ACTUAL WINDOW SIZES MAY VARYDEPENDING ON THEMANUFACTURERS STANDARDS. THE OWNER IS TOCONFIRM THE SIZES WITH THEBUILDER'S WINDOW MANUFACTURER PRIOR TOCOMMENCEMENT. WINDOWS TO BEFLASHED AS REQUIRED ALL WINDOWS ARE TO BE INACCORDANCE WITH A.S. 1288
WINDOW LEGEND
NOTE:WINDOWS SIZES AND STYLES ARE NOMINAL ONLY & ARE MEASURED INTERNALLY
BETWEEN REVEALS. ACTUAL WINDOW SIZES MAY VARY DEPENDING ON THE
MANUFACTURERS STANDARDS. THE OWNER IS TO CONFIRM THE SIZES WITH THE
BUILDER'S WINDOW MANUFACTURER PRIOR TO COMMENCEMENT. WINDOWS TO BEFLASHED AS REQUIRED ALL WINDOWS ARE TO BE IN ACCORDANCE WITH A.S. 1288
F. DENOTES - Fixed Glazing
O. DENOTES - Openable GlazingSL. DENOTES - Sliding Door
OBS DENOTES - Obscured GlazingSG DENOTES - Safety Glass as per AS1288
CP DENOTES - All glazing to be pilkington comfort plus or similar
20
M : 0409 169 993
Proposed: ammendmentsdate
concent of the author
in part or in whole with out the written sheet no:Date:
M7 Design Group Pty. Ltd.
cJob No:A : UNIT 9, 61 WATTLE ROAD
MAIDSTONE, VIC 3012
Client:
At:
F - 03 9317 8119
T - 03 9317 8111
copyright 2011: these drawings are not to be copied
730 12.12.11
274 BALLARAT ROAD, FOOTSCRAY
ID PROPERTY GROUP
TRIPLE STOREY UNIT DEVELOPMENT 20.02.13 AS PER BUILDERS REQUEST
COLOUR/MERTERIAL AMENDMENTNOTE:WINDOWS SIZES AND STYLES ARE NOMINAL ONLY & AREMEASURED INTERNALLYBETWEEN REVEALS. ACTUAL WINDOW SIZES MAY VARYDEPENDING ON THEMANUFACTURERS STANDARDS. THE OWNER IS TOCONFIRM THE SIZES WITH THEBUILDER'S WINDOW MANUFACTURER PRIOR TOCOMMENCEMENT. WINDOWS TO BEFLASHED AS REQUIRED ALL WINDOWS ARE TO BE INACCORDANCE WITH A.S. 1288
WINDOW LEGEND
NOTE:
WINDOWS SIZES AND STYLES ARE NOMINAL ONLY & ARE MEASURED INTERNALLY
BETWEEN REVEALS. ACTUAL WINDOW SIZES MAY VARY DEPENDING ON THE
MANUFACTURERS STANDARDS. THE OWNER IS TO CONFIRM THE SIZES WITH THEBUILDER'S WINDOW MANUFACTURER PRIOR TO COMMENCEMENT. WINDOWS TO BE
FLASHED AS REQUIRED ALL WINDOWS ARE TO BE IN ACCORDANCE WITH A.S. 1288
F. DENOTES - Fixed GlazingO. DENOTES - Openable Glazing
SL. DENOTES - Sliding DoorOBS DENOTES - Obscured Glazing
SG DENOTES - Safety Glass as per AS1288CP DENOTES - All glazing to be pilkington comfort plus or similar
2,400
3,200
2,400
3,200
2,400
3,200
2,400
3,200820
2,100
2,400
820
2,400
3,000
820
2,100
820
2,100
2,100
3,600
2,100
3,600
2,100
820
2,400
3,200
2,400
3,200
2,100
3,600
2,100
820
2,400
3,200
2,400
3,200
2,100
3,600
2,100
820
2,400
3,200
2,400
3,200
2,100
3,600
2,100
820
2,400
3,200
2,400
3,200
2,100
3,600
2,100
820
2,400
3,200
2,400
3,200
2,100
3,600 3,600
2,100
SLIDING DOOR
UNIT 2
D01
ENTRY DOOR PANEL LIFT DOOR
D02 D03
SLIDING DOOR
UNIT 8
D01
ENTRY DOOR PANEL LIFT DOOR
D02 D03
SLIDING DOOR
D01
ENTRY DOOR PANEL LIFT DOOR
D02 D03
SLIDING DOOR
D01
ENTRY DOOR PANEL LIFT DOOR
D02 D04
GARAGE DOOR
UNIT 1
D01
ENTRY DOOR PANEL LIFT DOOR
D02
SLIDING DOOR
D03
SLIDING DOOR
D03
10.38 lanminated glass or 6/12/10.38SLIDING DOOR
UNIT 3
D01
ENTRY DOOR PANEL LIFT DOOR
D02 D03
SLIDING DOOR
D01
ENTRY DOOR PANEL LIFT DOOR
D02 D03
10.38 lanminated glass or 6/12/10.38 10.38 lanminated glass or 6/12/10.38
SLIDING DOOR
UNIT 4
D01
ENTRY DOOR PANEL LIFT DOOR
D02 D03
SLIDING DOOR
D01
ENTRY DOOR PANEL LIFT DOOR
D02 D03
SLIDING DOOR
UNIT 5
D01
ENTRY DOOR PANEL LIFT DOOR
D02 D03
SLIDING DOOR
D01
ENTRY DOOR PANEL LIFT DOOR
D02 D03
10.38 lanminated glass or 6/12/10.38 6.38 lanminated glass
SLIDING DOOR
UNIT 6
D01
ENTRY DOOR PANEL LIFT DOOR
D02 D03
SLIDING DOOR
D01
ENTRY DOOR PANEL LIFT DOOR
D02 D03
6.38 lanminated glass
SLIDING DOOR
UNIT 7
D01
ENTRY DOOR PANEL LIFT DOOR
D02 D03
SLIDING DOOR
D01
ENTRY DOOR PANEL LIFT DOOR
D02 D03
6.38 lanminated glass 6.38 lanminated glass
The following standards are to be implemented at U-1/2/5/7
274 Ballarat Rd Footscray 3011 to obtain a 6.0 star energy
rating.
- Glazing to be Aluminium Awning Window-Single glazed: 6.38mm Comfort PlusNeutral U-Value (4.27) SHGC (0.45) or similar.- Sliding doors Aluminium Sliding Doors-Single Glazed: 6.38 mm Comfort PlusNeutral U-Value (4.94) SHGC (0.46) or similar.
UNIT 1, UNIT 2, UNIT 5, UNIT 7
The following standards are to be implemented at U-3/8
274 Ballarat Rd Footscray 3011 to obtain a 6.0 star energy
rating.
- Glazing to be Aluminium Awning Window-Single glazed: 6.38mm Comfort PlusNeutral U-Value (4.27) SHGC (0.45) or similar.- Sliding doors Aluminium Sliding Doors-Single Glazed: 6.38 mm Comfort PlusNeutral U-Value (4.94) SHGC (0.46) or similar.
UNIT 3, UNIT 8,
The following standards are to be implemented at U-4/6
274 Ballarat Rd Footscray 3011 to obtain a 6.0 star energy
rating.
- Glazing to be Aluminium Awning Window-Single glazed: 6.38mm Comfort PlusNeutral U-Value (4.27) SHGC (0.45) or similar.- Sliding doors Aluminium Sliding Doors-Single Glazed: 6.38 mm Comfort PlusNeutral U-Value (4.94) SHGC (0.46) or similar.
UNIT 4, UNIT 6
21
M : 0409 169 993
Proposed: ammendmentsdate
concent of the author
in part or in whole with out the written sheet no:Date:
M7 Design Group Pty. Ltd.
cJob No:A : UNIT 9, 61 WATTLE ROAD
MAIDSTONE, VIC 3012
Client:
At:
F - 03 9317 8119
T - 03 9317 8111
copyright 2011: these drawings are not to be copied
730 12.12.11
274 BALLARAT ROAD, FOOTSCRAY
ID PROPERTY GROUP
TRIPLE STOREY UNIT DEVELOPMENT 20.02.13 AS PER BUILDERS REQUEST
COLOUR/MERTERIAL AMENDMENTNOTE:WINDOWS SIZES AND STYLES ARE NOMINAL ONLY & AREMEASURED INTERNALLYBETWEEN REVEALS. ACTUAL WINDOW SIZES MAY VARYDEPENDING ON THEMANUFACTURERS STANDARDS. THE OWNER IS TOCONFIRM THE SIZES WITH THEBUILDER'S WINDOW MANUFACTURER PRIOR TOCOMMENCEMENT. WINDOWS TO BEFLASHED AS REQUIRED ALL WINDOWS ARE TO BE INACCORDANCE WITH A.S. 1288
WINDOW LEGEND
NOTE:WINDOWS SIZES AND STYLES ARE NOMINAL ONLY & ARE MEASURED INTERNALLY
BETWEEN REVEALS. ACTUAL WINDOW SIZES MAY VARY DEPENDING ON THE
MANUFACTURERS STANDARDS. THE OWNER IS TO CONFIRM THE SIZES WITH THE
BUILDER'S WINDOW MANUFACTURER PRIOR TO COMMENCEMENT. WINDOWS TO BEFLASHED AS REQUIRED ALL WINDOWS ARE TO BE IN ACCORDANCE WITH A.S. 1288
F. DENOTES - Fixed Glazing
O. DENOTES - Openable GlazingSL. DENOTES - Sliding Door
OBS DENOTES - Obscured GlazingSG DENOTES - Safety Glass as per AS1288
CP DENOTES - All glazing to be pilkington comfort plus or similar
1,800
500
2,700
1,800
600
1,800
900
1,800
900
600
1,800
2,700
900 900
900
900 600
1,800 600
900
2,400
2,550
900
600 1,800
600
2,700
900 900
900
900
2,400
600
1,800 600
900
2,550
900
600 1,800
600
2,700
900 900
900
900
2,400
600
1,800 600
900
2,550
900
600 1,800
600
2,700
900 900
900
900
2,400
600
1,800 600
900
2,550
900
600 1,800
600
2,700
900 900
900
900
2,400
600
1,800 600
900
2,550
900
600 1,800
600
2,700
600 600
900
900
2,400
600
1,800 600
900
2,550
900
6001,800
600
2,700
900 900
900
900
2,400
600
1,800 600
900
2,550
1,800
600
1,800
600
2,400
1,800
600
900
900
2,400
1,890 1,3601,360
2,100
3,050
2,550
UNIT 1
W01
F
O
W02
CL
CL
O
W03 W04
O
W05 W06
O
FIRST FLOOR SECOND FLOOR
UNIT 2
CL
O OO
O
CL
FIRST FLOOR SECOND FLOOR
O
O
UNIT 3
FIRST FLOOR SECOND FLOOR
W01 W02 W03 W04 W05 W06
CL
O O
W01 W02
O
O
CL
O
O
W03 W04 W05 W06
UNIT 4
FIRST FLOOR SECOND FLOOR
CL
O O
W01 W02
O
O
CL
O
O
W03 W04 W05 W06
UNIT 5
FIRST FLOOR SECOND FLOOR
CL
O O
W01 W02
O
O
CL
O
O
W03 W04 W05 W06
UNIT 6
FIRST FLOOR SECOND FLOOR
CL
O O
W01 W02
O
O
CL
O
O
W03 W04 W05 W06
UNIT 7
FIRST FLOOR
CORNER WINDOWS TO BE CONFIRMED
CL
O O
W01 W02
O
O
CL
O
O
W03 W04 W05 W06
UNIT 8
FIRST FLOOR
CL
O O
W01 W02
O
O
CL
O
W05 W06 W07 W08
F
W07
O
O O
W03 W04
OBS
S.G
OBS
S.G
OBS
S.G
OBS
S.G
OBS
S.G
OBS
S.G
OBS
S.G
OBS
S.G
OBS
S.G
OBS
S.G
OBS
S.G
F
F
F
F
F
F
CL
10.38
10.38 10.38 10.38 10.38 10.38 10.38
10.38 10.38
6.38 6.38
10.38 10.38
10.38 10.38
10.38 10.38
10.38
10.38 10.38
10.38
10.38 10.38
10.38 10.38
10.38
10.38 10.38
10.38
10.38
10.3810.3810.38
6.38 6.3810.38 10.38
10.38 10.38
6.38 6.38
6.38 6.38 6.38 6.38
10.38
10.38 10.38 10.38
10.38 10.3810.38
10.38
laminated glass laminated glass
laminated glass
laminated glass laminated glass
laminated glass
laminated glass
laminated glasslaminated glasslaminated glass
laminated glasslaminated glass
laminated glass laminated glass
laminated glass
laminated glass laminated glass
laminated glass
laminated glass laminated glass laminated glass laminated glass
laminated glass
laminated glass
laminated glass laminated glass
laminated glass laminated glass
laminated glass
laminated glass laminated glass laminated glass
laminated glass
laminated glasslaminated glass
laminated glass
laminated glasslaminated glass
laminated glass
laminated glasslaminated glass
laminated glass
laminated glasslaminated glass
laminated glasslaminated glass
laminated glasslaminated glasslaminated glasslaminated glasslaminated glasslaminated glass
laminated glass
The following standards are to be implemented at U-1/2/5/7
274 Ballarat Rd Footscray 3011 to obtain a 6.0 star energy
rating.
- Glazing to be Aluminium Awning Window-Single glazed: 6.38mm Comfort PlusNeutral U-Value (4.27) SHGC (0.45) or similar.- Sliding doors Aluminium Sliding Doors-Single Glazed: 6.38 mm Comfort PlusNeutral U-Value (4.94) SHGC (0.46) or similar.
UNIT 1, UNIT 2, UNIT 5, UNIT 7
The following standards are to be implemented at U-3/8
274 Ballarat Rd Footscray 3011 to obtain a 6.0 star energy
rating.
- Glazing to be Aluminium Awning Window-Single glazed: 6.38mm Comfort PlusNeutral U-Value (4.27) SHGC (0.45) or similar.- Sliding doors Aluminium Sliding Doors-Single Glazed: 6.38 mm Comfort PlusNeutral U-Value (4.94) SHGC (0.46) or similar.
UNIT 3, UNIT 8,
The following standards are to be implemented at U-4/6
274 Ballarat Rd Footscray 3011 to obtain a 6.0 star energy
rating.
- Glazing to be Aluminium Awning Window-Single glazed: 6.38mm Comfort PlusNeutral U-Value (4.27) SHGC (0.45) or similar.- Sliding doors Aluminium Sliding Doors-Single Glazed: 6.38 mm Comfort PlusNeutral U-Value (4.94) SHGC (0.46) or similar.
UNIT 4, UNIT 6
22
M : 0409 169 993
Proposed: ammendmentsdate
concent of the author
in part or in whole with out the written sheet no:Date:
M7 Design Group Pty. Ltd.
cJob No:A : UNIT 9, 61 WATTLE ROAD
MAIDSTONE, VIC 3012
Client:
At:
F - 03 9317 8119
T - 03 9317 8111
copyright 2011: these drawings are not to be copied
730 12.12.11
274 BALLARAT ROAD, FOOTSCRAY
ID PROPERTY GROUP
TRIPLE STOREY UNIT DEVELOPMENT 20.02.13 AS PER BUILDERS REQUEST
COLOUR/MERTERIAL AMENDMENT
0 5 10
ef ef ef ef
sd
ef
sd
ef
GARAGEGARAGEGARAGEGARAGE
STORAGE
STORAGE
STORAGE
STORE FIRST FLOOR OVER FIRST FLOOR OVER FIRST FLOOR OVER FIRST FLOOR OVER
FIRST FLOOR OVER FIRST FLOOR OVER FIRST FLOOR OVER FIRST FLOOR OVER FIRST FLOOR OVER
SCALE 1:100
refer to unit 5 floor plan for details
(UNIT 1) (UNIT 2) (UNIT 3) (UNIT 4)
w.m
w.m
w.m
w.m
L'DRY
L'DRY
L'DRY
L'DRY
FIRST FLOOR OVER
FIRST FLOOR OVER
FIRST FLOOR OVER
FIRST FLOOR OVER
INTERNAL DOWNPIPEINTERNAL DOWNPIPE
ELECTRICAL PLAN
2 way
2 way
2 way
2 way
TLWM
TLWM
TLWM
TLWM
G G G G G G G G
MAIL BOXES/ M/B
ELECTRICAL METER BOX
ELECTRICAL LEGEND
denote exhaust fan,mechanical ventilation from
ens, powderroom and l'dryto be ducted to outside air.
Qty
GARDEN LIGHTS
HW GAS BOOST HOT WATER SERVICE
P
WALL MOUNTED LIGHT FITTING
WALL MOUNTED (CENSOR)
HEATING REGISTER
BATTEN HOLDER (incl 1 to ceiling space )
CEILING MOUNTED HEAT LAMP ( 2 )
CEILING MOUNTED HEAT LAMP ( 4 )
300mm, SURFACE MOUNTEDFLUORESCENT LIGHT FITTING or similar
1200mm, SURFACE MOUNTEDFLUORESCENT LIGHT FITTING ( TWIN )
DOUBLE GPO 300mm ABOVE FFLunless stated otherwise
DOUBLE GPO 300mm ABOVE BENCHD
SINGLE GPO 300mm ABOVE BENCHinclude 1 to ceiling space
single GPO 300mm ABOVE FFLunless stated otherwise
TELEVISION COAXIAL POINT( not including antenna )
SMOKE DETECTORS:INSTALLED AS PER CLAUSEVIC.E1.7.1OF THE BCA ANDTO COMPLY WITH AS 3786
HEATING CONTROL
PHONE POINT
Light Switch
NOTE:
DUCTED HEATING REGISTERS & RETURN AIRLOCATIONS MAY VARY TO THE DISCRETION OF THECONTRACTOR TO MAXIMISE UNIT EFFICIENCY & TO
THE MANUFACTURERS SPECIFICATIONS
PROVIDE 1 x 15 ampere OUTLET FOR DISHWASHERSPACE IF REQUIRED
denote smoke alarm hardwired to mainS with back up
battery as per B.C.Arequirements
DIRECT WIRE TO APPLIANCES ( wall oven )power outlets for appliances not shown
NOTE:ALL ELECTRICAL WORK TO COMPLY WITH
AS 3786-1991SMOKE DETECTORS TO BE HARD WIRED & COMPLY
WITH AS 3876-1991
Lift off / removable Hinges:
If centre of threshold is lessthan 1.2m from front edge of
sanitary fittings.
SINGLE GPO (external)1000mm Above Ground
Exhaust fan
SURFACEMOUNT OYSTER 1 X CFL
SURFACEMOUNT OYSTER 2 X CFL
SPLIT HEAD SYSTEMSP
A/C CONDENSOR UNIT
TL TELSTRA
WM WATER METER
ALLOTMENT BOUNDARY ALLOTMENT BOUNDARY
ALLOTMENT BOUNDARY
G G G G G G G G
PROTECTIVE FILLED CONCRETE
FILLED 100mm dia BOLLARDS
Door Bell
Inter com
RWT
RWT
RWT
23
M : 0409 169 993
Proposed: ammendmentsdate
concent of the author
in part or in whole with out the written sheet no:Date:
M7 Design Group Pty. Ltd.
cJob No:A : UNIT 9, 61 WATTLE ROAD
MAIDSTONE, VIC 3012
Client:
At:
F - 03 9317 8119
T - 03 9317 8111
copyright 2011: these drawings are not to be copied
730 12.12.11
274 BALLARAT ROAD, FOOTSCRAY
ID PROPERTY GROUP
TRIPLE STOREY UNIT DEVELOPMENT 20.02.13 AS PER BUILDERS REQUEST
COLOUR/MERTERIAL AMENDMENT
0 5 10
ef ef ef ef ef
ef
sd
sd
ef
GARAGEGARAGEGARAGEGARAGE
STORAGE
STORAGE
STORAGE
STORAGE
FIRST FLOOR OVER FIRST FLOOR OVER
FIRST FLOOR OVER FIRST FLOOR OVER FIRST FLOOR OVER FIRST FLOOR OVER
refer to unit 4 floor plan for details
ELECTRICAL PLANSCALE 1:100
(UNIT 5) (UNIT 6) (UNIT 7) (UNIT 8)
w.m
L'DRY
w.m
L'DRY
w.m
L'DRY
w.m
L'DRY
w.m
L'DRY
FIRST FLOOR OVER
FIRST FLOOR OVER
FIRST FLOOR OVER
FIRST FLOOR OVER
2 way
2 way
2 way
2 way
ACUNIT
TLWM
TLWM
TLWM
TLWM
HW
denote exhaust fan,mechanical ventilation from
ens, powderroom and l'dryto be ducted to outside air.
NOTE:
DUCTED HEATING REGISTERS & RETURN AIRLOCATIONS MAY VARY TO THE DISCRETION OF THECONTRACTOR TO MAXIMISE UNIT EFFICIENCY & TO
THE MANUFACTURERS SPECIFICATIONS
PROVIDE 1 x 15 ampere OUTLET FOR DISHWASHERSPACE IF REQUIRED
denote smoke alarm hardwired to mainS with back up
battery as per B.C.Arequirements
DIRECT WIRE TO APPLIANCES ( wall oven )power outlets for appliances not shown
NOTE:ALL ELECTRICAL WORK TO COMPLY WITH
AS 3786-1991SMOKE DETECTORS TO BE HARD WIRED & COMPLY
WITH AS 3876-1991
Lift off / removable Hinges:
If centre of threshold is lessthan 1.2m from front edge of
sanitary fittings.
ALLOTMENT BOUNDARY ALLOTMENT BOUNDARY
ALLOTMENT BOUNDARY
ELECTRICAL METER BOX
ELECTRICAL LEGEND Qty
GARDEN LIGHTS
HW GAS BOOST HOT WATER SERVICE
P
WALL MOUNTED LIGHT FITTING
WALL MOUNTED (CENSOR)
HEATING REGISTER
BATTEN HOLDER (incl 1 to ceiling space )
CEILING MOUNTED HEAT LAMP ( 2 )
CEILING MOUNTED HEAT LAMP ( 4 )
300mm, SURFACE MOUNTEDFLUORESCENT LIGHT FITTING or similar
1200mm, SURFACE MOUNTEDFLUORESCENT LIGHT FITTING ( TWIN )
DOUBLE GPO 300mm ABOVE FFLunless stated otherwise
DOUBLE GPO 300mm ABOVE BENCHD
SINGLE GPO 300mm ABOVE BENCHinclude 1 to ceiling space
single GPO 300mm ABOVE FFLunless stated otherwise
TELEVISION COAXIAL POINT( not including antenna )
SMOKE DETECTORS:INSTALLED AS PER CLAUSEVIC.E1.7.1OF THE BCA ANDTO COMPLY WITH AS 3786
HEATING CONTROL
PHONE POINT
Light Switch
SINGLE GPO (external)1000mm Above Ground
Exhaust fan
SURFACEMOUNT OYSTER 1 X CFL
SURFACEMOUNT OYSTER 2 X CFL
SPLIT HEAD SYSTEMSP
A/C CONDENSOR UNIT
TL TELSTRA
WM WATER METER
Door Bell
Inter com
RWT
RWT
RWT
RWT
24
M : 0409 169 993
Proposed: ammendmentsdate
concent of the author
in part or in whole with out the written sheet no:Date:
M7 Design Group Pty. Ltd.
cJob No:A : UNIT 9, 61 WATTLE ROAD
MAIDSTONE, VIC 3012
Client:
At:
F - 03 9317 8119
T - 03 9317 8111
copyright 2011: these drawings are not to be copied
730 12.12.11
274 BALLARAT ROAD, FOOTSCRAY
ID PROPERTY GROUP
TRIPLE STOREY UNIT DEVELOPMENT 20.02.13 AS PER BUILDERS REQUEST
COLOUR/MERTERIAL AMENDMENT
RE
F.
RE
F.
REF.
RE
F.
0 5 10
ef
ef
ef ef ef ef
sd
sd sd sd sd
sd sdsdsd
sd
ef
t.w.m
DN
UP
L'DRY
KITCHEN/MEALS
LIVING
W.C
KITCHEN
MEALS
LIVING
KITCHEN
MEALS
LIVING
KITCHEN
MEALS
LIVING
MEALS
BALCONY
W.CW.CW.CW.C
staircase to m
anufacturers
specifications andcomputations
DN DN DN DN
BALCONY BALCONY
BALCONY
UPUPUP UP
LIVING
ELECTRICAL FIRST FLOOR PLANSCALE 1:100
GROUND FLOOR BELOWGROUND FLOOR BELOWGROUND FLOOR BELOWGROUND FLOOR BELOW
2 way
2 way
2 way
2 way
2 way
2 way
2 way
2 way
AC
UNIT
AC
UNIT
AC
UNIT
AC
UNITHW HW HW HW
P P P P
SP
SP SP SP
denote exhaust fan,mechanical ventilation from
ens, powderroom and l'dryto be ducted to outside air.
NOTE:
DUCTED HEATING REGISTERS & RETURN AIRLOCATIONS MAY VARY TO THE DISCRETION OF THECONTRACTOR TO MAXIMISE UNIT EFFICIENCY & TO
THE MANUFACTURERS SPECIFICATIONS
PROVIDE 1 x 15 ampere OUTLET FOR DISHWASHERSPACE IF REQUIRED
denote smoke alarm hardwired to mainS with back up
battery as per B.C.Arequirements
DIRECT WIRE TO APPLIANCES ( wall oven )power outlets for appliances not shown
NOTE:ALL ELECTRICAL WORK TO COMPLY WITH
AS 3786-1991SMOKE DETECTORS TO BE HARD WIRED & COMPLY
WITH AS 3876-1991
Lift off / removable Hinges:
If centre of threshold is lessthan 1.2m from front edge of
sanitary fittings.
ALLOTMENT BOUNDARY ALLOTMENT BOUNDARY
ALLOTMENT BOUNDARY
SP
ELECTRICAL METER BOX
ELECTRICAL LEGEND Qty
GARDEN LIGHTS
HW GAS BOOST HOT WATER SERVICE
P
WALL MOUNTED LIGHT FITTING
WALL MOUNTED (CENSOR)
HEATING REGISTER
BATTEN HOLDER (incl 1 to ceiling space )
CEILING MOUNTED HEAT LAMP ( 2 )
CEILING MOUNTED HEAT LAMP ( 4 )
300mm, SURFACE MOUNTEDFLUORESCENT LIGHT FITTING or similar
1200mm, SURFACE MOUNTEDFLUORESCENT LIGHT FITTING ( TWIN )
DOUBLE GPO 300mm ABOVE FFLunless stated otherwise
DOUBLE GPO 300mm ABOVE BENCHD
SINGLE GPO 300mm ABOVE BENCHinclude 1 to ceiling space
single GPO 300mm ABOVE FFLunless stated otherwise
TELEVISION COAXIAL POINT( not including antenna )
SMOKE DETECTORS:INSTALLED AS PER CLAUSEVIC.E1.7.1OF THE BCA ANDTO COMPLY WITH AS 3786
HEATING CONTROL
PHONE POINT
Light Switch
SINGLE GPO (external)1000mm Above Ground
Exhaust fan
SURFACEMOUNT OYSTER 1 X CFL
SURFACEMOUNT OYSTER 2 X CFL
SPLIT HEAD SYSTEMSP
A/C CONDENSOR UNIT
TL TELSTRA
WM WATER METER
Door Bell
Inter com
25
M : 0409 169 993
Proposed: ammendmentsdate
concent of the author
in part or in whole with out the written sheet no:Date:
M7 Design Group Pty. Ltd.
cJob No:A : UNIT 9, 61 WATTLE ROAD
MAIDSTONE, VIC 3012
Client:
At:
F - 03 9317 8119
T - 03 9317 8111
copyright 2011: these drawings are not to be copied
730 12.12.11
274 BALLARAT ROAD, FOOTSCRAY
ID PROPERTY GROUP
TRIPLE STOREY UNIT DEVELOPMENT 20.02.13 AS PER BUILDERS REQUEST
COLOUR/MERTERIAL AMENDMENT
REF.
RE
F.
RE
F.
REF.
0 5 10
ef ef ef ef ef
ef
sd
sd
ef
MEALS
LIVING
KITCHEN
MEALS
LIVING
KITCHEN
MEALS
LIVING
KITCHEN
MEALS
LIVING
KITCHEN
MEALS
LIVING
W.CW.CW.CW.CW.C
UPUP
DN DN DNDN
BALCONY
UPUP
refer to unit 4 floor plan for details
ELECTRICAL FIRST FLOOR PLANSCALE 1:100
GROUND FLOOR BELOWGROUND FLOOR BELOWGROUND FLOOR BELOWGROUND FLOOR BELOW
DN
2 way
2 way
2 way
2 way
2 way
2 way
2 way
2 way
AC
UNIT AC
UNITHW HW
P P P
PSP SP
SP
SP
denote exhaust fan,mechanical ventilation from
ens, powderroom and l'dryto be ducted to outside air.
NOTE:
DUCTED HEATING REGISTERS & RETURN AIRLOCATIONS MAY VARY TO THE DISCRETION OF THECONTRACTOR TO MAXIMISE UNIT EFFICIENCY & TO
THE MANUFACTURERS SPECIFICATIONS
PROVIDE 1 x 15 ampere OUTLET FOR DISHWASHERSPACE IF REQUIRED
denote smoke alarm hardwired to mainS with back up
battery as per B.C.Arequirements
DIRECT WIRE TO APPLIANCES ( wall oven )power outlets for appliances not shown
NOTE:ALL ELECTRICAL WORK TO COMPLY WITH
AS 3786-1991SMOKE DETECTORS TO BE HARD WIRED & COMPLY
WITH AS 3876-1991
Lift off / removable Hinges:
If centre of threshold is lessthan 1.2m from front edge of
sanitary fittings.
ALLOTMENT BOUNDARY
ALLOTMENT BOUNDARY
ELECTRICAL METER BOX
ELECTRICAL LEGEND Qty
GARDEN LIGHTS
HW GAS BOOST HOT WATER SERVICE
P
WALL MOUNTED LIGHT FITTING
WALL MOUNTED (CENSOR)
HEATING REGISTER
BATTEN HOLDER (incl 1 to ceiling space )
CEILING MOUNTED HEAT LAMP ( 2 )
CEILING MOUNTED HEAT LAMP ( 4 )
300mm, SURFACE MOUNTEDFLUORESCENT LIGHT FITTING or similar
1200mm, SURFACE MOUNTEDFLUORESCENT LIGHT FITTING ( TWIN )
DOUBLE GPO 300mm ABOVE FFLunless stated otherwise
DOUBLE GPO 300mm ABOVE BENCHD
SINGLE GPO 300mm ABOVE BENCHinclude 1 to ceiling space
single GPO 300mm ABOVE FFLunless stated otherwise
TELEVISION COAXIAL POINT( not including antenna )
SMOKE DETECTORS:INSTALLED AS PER CLAUSEVIC.E1.7.1OF THE BCA ANDTO COMPLY WITH AS 3786
HEATING CONTROL
PHONE POINT
Light Switch
SINGLE GPO (external)1000mm Above Ground
Exhaust fan
SURFACEMOUNT OYSTER 1 X CFL
SURFACEMOUNT OYSTER 2 X CFL
SPLIT HEAD SYSTEMSP
A/C CONDENSOR UNIT
TL TELSTRA
WM WATER METER
Door Bell
Inter com
26
M : 0409 169 993
Proposed: ammendmentsdate
concent of the author
in part or in whole with out the written sheet no:Date:
M7 Design Group Pty. Ltd.
cJob No:A : UNIT 9, 61 WATTLE ROAD
MAIDSTONE, VIC 3012
Client:
At:
F - 03 9317 8119
T - 03 9317 8111
copyright 2011: these drawings are not to be copied
730 12.12.11
274 BALLARAT ROAD, FOOTSCRAY
ID PROPERTY GROUP
TRIPLE STOREY UNIT DEVELOPMENT 20.02.13 AS PER BUILDERS REQUEST
COLOUR/MERTERIAL AMENDMENT
0 5 10
sd sd sd sd
sd
sd
ef
ENS
ENS
ENS
BED 1
BED 2
W.I.R
W.I.R
ENS
ENS
BED 1
BED 2
W.I.R
W.I.R
ENS
ENS
BED 1
BED 2
W.I.R
W.I.R
ENS
BED 2
BED 1
BATH
ROBE
ROBE
BALCONY
BELOW
BALCONYBELOW
BALCONYBELOW
BALCONYBELOW
refer to unit 5 floor plan for details
ELECTRICAL SECOND FLOOR PLANSCALE 1:100
300 X 150 G.I BOXGUTTER
2 way
2 way
2 way
2 way
AC
UNIT
AC
UNIT
AC
UNIT
AC
UNIT
AC
UNITHW HW HW HW
P
P P P
SP SP SP SP
denote exhaust fan,mechanical ventilation from
ens, powderroom and l'dryto be ducted to outside air.
NOTE:
DUCTED HEATING REGISTERS & RETURN AIRLOCATIONS MAY VARY TO THE DISCRETION OF THECONTRACTOR TO MAXIMISE UNIT EFFICIENCY & TO
THE MANUFACTURERS SPECIFICATIONS
PROVIDE 1 x 15 ampere OUTLET FOR DISHWASHERSPACE IF REQUIRED
denote smoke alarm hardwired to mainS with back up
battery as per B.C.Arequirements
DIRECT WIRE TO APPLIANCES ( wall oven )power outlets for appliances not shown
NOTE:ALL ELECTRICAL WORK TO COMPLY WITH
AS 3786-1991SMOKE DETECTORS TO BE HARD WIRED & COMPLY
WITH AS 3876-1991
Lift off / removable Hinges:
If centre of threshold is lessthan 1.2m from front edge of
sanitary fittings.
ALLOTMENT BOUNDARY ALLOTMENT BOUNDARY
ALLOTMENT BOUNDARY
ELECTRICAL METER BOX
ELECTRICAL LEGEND Qty
GARDEN LIGHTS
HW GAS BOOST HOT WATER SERVICE
P
WALL MOUNTED LIGHT FITTING
WALL MOUNTED (CENSOR)
HEATING REGISTER
BATTEN HOLDER (incl 1 to ceiling space )
CEILING MOUNTED HEAT LAMP ( 2 )
CEILING MOUNTED HEAT LAMP ( 4 )
300mm, SURFACE MOUNTEDFLUORESCENT LIGHT FITTING or similar
1200mm, SURFACE MOUNTEDFLUORESCENT LIGHT FITTING ( TWIN )
DOUBLE GPO 300mm ABOVE FFLunless stated otherwise
DOUBLE GPO 300mm ABOVE BENCHD
SINGLE GPO 300mm ABOVE BENCHinclude 1 to ceiling space
single GPO 300mm ABOVE FFLunless stated otherwise
TELEVISION COAXIAL POINT( not including antenna )
SMOKE DETECTORS:INSTALLED AS PER CLAUSEVIC.E1.7.1OF THE BCA ANDTO COMPLY WITH AS 3786
HEATING CONTROL
PHONE POINT
Light Switch
SINGLE GPO (external)1000mm Above Ground
Exhaust fan
SURFACEMOUNT OYSTER 1 X CFL
SURFACEMOUNT OYSTER 2 X CFL
SPLIT HEAD SYSTEMSP
A/C CONDENSOR UNIT
TL TELSTRA
WM WATER METER
Door Bell
Inter com
ef
ef ef
ef ef ef ef
ef ef
27
M : 0409 169 993
Proposed: ammendmentsdate
concent of the author
in part or in whole with out the written sheet no:Date:
M7 Design Group Pty. Ltd.
cJob No:A : UNIT 9, 61 WATTLE ROAD
MAIDSTONE, VIC 3012
Client:
At:
F - 03 9317 8119
T - 03 9317 8111
copyright 2011: these drawings are not to be copied
730 12.12.11
274 BALLARAT ROAD, FOOTSCRAY
ID PROPERTY GROUP
TRIPLE STOREY UNIT DEVELOPMENT 20.02.13 AS PER BUILDERS REQUEST
COLOUR/MERTERIAL AMENDMENT
0 5 10
sd
sd
sd
sd sd
ef
sd
sd
ef
BED 2ENS
ENS
BED 1
ROBE
ROBE
ROBE
ENS
BED 2
BED 1
ROBE
DESK
ENS
ROBE
ENS
BED 1
BED 2
W.I.R
W.I.R
ENS
ENS
BED 1
BED 2
W.I.R
W.I.R
ENS
ENS
ENS
BALCONYBELOW
BALCONYBELOW
BALCONYBELOW
BALCONYBELOW
refer to unit 4 floor plan for details
ELECTRICAL SECOND FLOOR PLANSCALE 1:100
FEATURE
CANOPY
FEATURE
CANOPY
W05
FALL FALL
SUMP SUMP SUMP
2 way
2 way
AC
UNIT AC
UNIT
HWHW HW
P P
P
2 way
2 way
P
SP SP
SP
SP
denote exhaust fan,mechanical ventilation from
ens, powderroom and l'dryto be ducted to outside air.
NOTE:
DUCTED HEATING REGISTERS & RETURN AIRLOCATIONS MAY VARY TO THE DISCRETION OF THECONTRACTOR TO MAXIMISE UNIT EFFICIENCY & TO
THE MANUFACTURERS SPECIFICATIONS
PROVIDE 1 x 15 ampere OUTLET FOR DISHWASHERSPACE IF REQUIRED
denote smoke alarm hardwired to mainS with back up
battery as per B.C.Arequirements
DIRECT WIRE TO APPLIANCES ( wall oven )power outlets for appliances not shown
NOTE:ALL ELECTRICAL WORK TO COMPLY WITH
AS 3786-1991SMOKE DETECTORS TO BE HARD WIRED & COMPLY
WITH AS 3876-1991
Lift off / removable Hinges:
If centre of threshold is lessthan 1.2m from front edge of
sanitary fittings.
ALLOTMENT BOUNDARY
ALLOTMENT BOUNDARY
ELECTRICAL METER BOX
ELECTRICAL LEGEND Qty
GARDEN LIGHTS
HW GAS BOOST HOT WATER SERVICE
P
WALL MOUNTED LIGHT FITTING
WALL MOUNTED (CENSOR)
HEATING REGISTER
BATTEN HOLDER (incl 1 to ceiling space )
CEILING MOUNTED HEAT LAMP ( 2 )
CEILING MOUNTED HEAT LAMP ( 4 )
300mm, SURFACE MOUNTEDFLUORESCENT LIGHT FITTING or similar
1200mm, SURFACE MOUNTEDFLUORESCENT LIGHT FITTING ( TWIN )
DOUBLE GPO 300mm ABOVE FFLunless stated otherwise
DOUBLE GPO 300mm ABOVE BENCHD
SINGLE GPO 300mm ABOVE BENCHinclude 1 to ceiling space
single GPO 300mm ABOVE FFLunless stated otherwise
TELEVISION COAXIAL POINT( not including antenna )
SMOKE DETECTORS:INSTALLED AS PER CLAUSEVIC.E1.7.1OF THE BCA ANDTO COMPLY WITH AS 3786
HEATING CONTROL
PHONE POINT
Light Switch
SINGLE GPO (external)1000mm Above Ground
Exhaust fan
SURFACEMOUNT OYSTER 1 X CFL
SURFACEMOUNT OYSTER 2 X CFL
SPLIT HEAD SYSTEMSP
A/C CONDENSOR UNIT
TL TELSTRA
WM WATER METER
Door Bell
Inter com
ef ef
efef ef
ef
ef
ef
efef