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01 M : 0409 169 993 Proposed: ammendments date concent of the author in part or in whole with out the written sheet no: Date: M7 Design Group Pty. Ltd. c Job 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 'M7 DESIGN 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 TO BUILDING ( interim ) REGULATIONS 2006, THE BUILDING CODE OF AUSTRALIA 2007 AND ALL RELEVANT CURRENT AUSTRALIAN 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 TO THE COMMENCEMENT OF ANY WORKS. REPORT ALL DISCREPANCIES TO THIS OFFICE FOR CLARIFICATION. GENERAL SPECIFICATIONS ALL WORKS SHALL COMPLY WITH BUT NOT TO BE LIMITED TO TO 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 AND THICKNESS SO 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 WITH AS 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 BE CONSTRUCTED IN ACCORDANCE WITH THE STAMPED PLANS ENDORSED BY THE ACCREDITED ENERGY RATER WITHOUT ALTERATION, AND SHALL BE GENERALLY RATED TO COMPLY WITH THE FOLLOWING OPTIONS: (1) FOR NEW CLASS 1 BUILDINGS OTHER THAN THOSE CONSTRUCTED ON A TIMBER FLOOR OR OF EARTH WALL CONSTRUCTION: - OPTION 1: ACHIEVE A HOUSE ENERGY RATING OF 5 STAR FOR THE BUILDING FABRIC PLUS A SOLAR HOT WATER SYSTEM ACHIEVING AN ENERGY PERFORMANCE OF 60% SOLAR GAIN; OR - OPTION 2: ACHIEVE A HOUSE ENERGY RATING OF 5 STAR FOR THE BUILDING FABRIC PLUS A 2000 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 FLOOR OR OF 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 FABRIC PLUS A SOLAR HOT WATER SYSTEM ACHIEVING AN ENERGY PERFORMANCE OF 60% SOLAR GAIN; OR - OPTION 3: ACHIEVE A HOUSE ENERGY RATING OF 4 STARS FOR THE BUILDING FABRIC PLUS A 2000 LITRE RAINWATER TANK ( HAVING A MINIMUM 50m2 ROOF CATHMENT AREA ) SUPPLYING ALL SANITARY FLUSHING SYSTEMS. INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITY REQUIRMENTS. GENERAL NOTES STEP 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 NEAR EDGE OF NOSING. PROVIDE BALUSTRADES WHERE CHANGE IN LEVEL EXCEEDS 1000mm ABOVE THE SURFACE BENEATH LANDINGS, 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 10 BUILDINGS 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 OF M7 DISIGN GROUP PTY LTD M7 DISIGN GROUP PTY LTD M7 DISIGN GROUP PTY LTD M7 DISIGN GROUP PTY LTD ( 'THE DESIGNER' ) FOR THE PURPOSE EXPRESSLY NOTIFIED TO THE DESIGNER. ANY OTHER PERSON WHO USES OR RELIES ON THESE PLANS WITHOUT THE DESIGNER'S WRITTEN CONSENT DOSE SO AT THEIR OWN RISK AND NO RESPOSIBILITY IS ACCEPTED 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, VARIATIONS OR 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 WHERE APPLICABLE THE RELEVANT BUILDING SURVEYOR PRIOR TO IMPLEMENTING THE SAID VARIATION. WINDOW SIZES NOMINATED ARE NOMINAL ONLY. ACTUAL SIZE MAY VARY ACCORDING TO 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 AREA TO UNDERSIDE OF BUILDING OF BUILDING AND PERIMETER IS TO BE TREATED AGAINST TERMITE 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 DURABILITY REQUIREMENTS 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 RELEVANT AUTHORITIES APPROVAL. STORMWATER: 100mm DIA. CLASS 6 UPVC STORMWATER LINE LAID TO A MINIMUM GRADE OF 1:100 AND CONNECT TO THE LEGAL POINT OF STORMWATER DISCHARGE. PROVIDE INSPECTION OPENINGS AT 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, GEOTECHNICAL AND ALL OTHER CONSULTANTS DRAWINGS/DETAILS AND WITH ANY OTHER WRITTEN INSTRUCTIONS ISSUED IN THE COURSE OF THE CONTRACT. THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY AND GENERAL WATER 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 BUILDINGS FOOTING 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: H REFER TO SOIL REPORT No: 111154 BY: 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 ASSUMED DESIGN 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 HOUSE ENERGY RATING FirstRate 5 single dwelling rating MJ/m stars 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 software HOUSE ENERGY RATING FirstRate 5 single dwelling rating MJ/m stars multi-unit development (attach listing of ratings) Accreditation number Signature Date 2 house energy rating software HOUSE ENERGY RATING FirstRate 5 single dwelling rating MJ/m stars multi-unit development (attach listing of ratings) Accreditation number Signature Date 2 house energy rating software HOUSE ENERGY RATING FirstRate 5 single dwelling rating MJ/m stars multi-unit development (attach listing of ratings) Accreditation number Signature Date 2 house energy rating software HOUSE ENERGY RATING FirstRate 5 single dwelling rating MJ/m stars multi-unit development (attach listing of ratings) Accreditation number Signature Date 2 house energy rating software HOUSE ENERGY RATING FirstRate 5 single dwelling rating MJ/m stars multi-unit development (attach listing of ratings) Accreditation number Signature Date 2 house energy rating software HOUSE ENERGY RATING FirstRate 5 single dwelling rating MJ/m stars multi-unit development (attach listing of ratings) Accreditation number Signature Date 2 house energy rating software HOUSE ENERGY RATING FirstRate 5 single dwelling rating MJ/m stars 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
Transcript

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

T F

ENC

ED

CO

NC

RETE P

ATH

GARAGE

GALV.SHED GARAGE

EXIS

TIN

GC

RO

SSO

VER

RELO

CATE P

IT A

ND

WID

EN

CRO

SSO

VER

EXISTING

CROSSOVER

BIT

UM

EN F

OO

TPATH

BIT

UM

EN

FO

OTPATH

CO

NC

RETE K

ER

B A

ND

CH

AN

NEL

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

34

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


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