LOT2241 VIVID WAY,CRAIGIEBURN, VIC 3064CLIENT: ---CONTENTS:A01 GENERAL NOTESA02 SITE PLANA03 GROUND FLOOR PLAN - UNIT ONEA04 GROUND FLOOR PLAN - UNIT TWO & THREEA05 FIRST FLOOR PLAN - UNIT ONE & TWOA06 NORTH & EAST ELEVATIONSA07 SOUTH & WEST ELEVATIONSA08 SECTIONA09 DETAILSA10 DETAILSA11 GROUND FLOOR ELECTRICAL PLANA12 FIRST FLOOR ELECTRICAL PLAN

All materials and work practices shall comply with, but not limited to the BuildingRegulations 2006, National Construction Code Series 2015 Building Code ofAustralia Vol 2 and all relevant current Australian Standards (as amended)referred to therein.

Unless otherwise specified, the term BCA shall refer to National ConstructionCode Series 2015 Building Code of Australia Volume 2.

All materials and construction practice shall meet the Performance Requirementsof the BCA. Where an alternative solution is proposed then, prior toimplementation or installation, it first must be assessed and approved by theRelevant Building Surveyor as meeting the Performance Requirements of theBCA.

Glazing, including safety glazing, shall be installed to a size, type and thickness soas to comply with:–BCA Part 3.6 for Class 1 and 10 Buildings within a design wind speed of notmore than N3; and–NCC 2015 BCA Vol 1 Part B1.4 for Class 2 and 9 Buildings.

Waterproofing of wet areas, being bathrooms, showers, shower rooms,laundries, sanitary compartments and the like shall be provided in accordancewith AS 3740-2010: Waterproofing of Domestic Wet Areas.

These Drawings shall be read in conjunction with any House Energy Rating(HERS) report and shall be constructed in accordance with the stamped plansendorsed by the accredited Thermal Performance Assessor without alteration.

Step sizes (other than for spiral stairs) to be:–Risers (R) 190mm maximum and 115mm minimum–Going (G) 355mm maximum and 240mm minimum–2R + 1G = 700mm maximum and 550mm minimum–with less than 125mm gap between open treads.

All treads, landings and the like to have a slip-resistance classification of P3 orR10 for dry surface conditions and P3 or R11 for wet surface conditions, or anosing strip with a slip-resistance classification of P3 for dry surface conditionsand P4 for wet surface conditions.

Provide barriers where change in level exceeds 1000mm above the surfacebeneath landings, ramps and/or Barriers (other than tensioned wire barriers) tobe:–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 less than 125mm gap between, and–any horizontal element within the barrier between 150mm and 760mm abovethe floor must not facilitate climbing where changes in level exceeds 4000mmabove the surface beneath landings, ramps and/or treads.

Wire barrier construction to comply with NCC 2015 BCA Part 3.9.2.3 for Class 1and 10 Buildings and NCC 2015 BCA Volume 1 Part D2.16 for other Classes ofBuildings.

Top of hand rails to be minimum 865mm vertically above stair nosing and floorsurface of ramps.

Window sizes nominated are nominal only. Actual size may vary according tomanufacturer. Windows to be flashed all around.

Where the building (excludes a detached Class 10) is located in a termite pronearea the building is to be provided with a termite management system.

Concrete 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 bracedwhere no perimeter base brickwork provided.

Buildings in marine or other exposure environments shall have masonry units,mortar and all built in components and the like complying with the durabilityrequirements of Table 4.1 of AS 4773.1-2010 ‘Masonry in small buildings’ Part 1:Design.

All stormwater to be taken to the legal point of discharge to the RelevantAuthorities approval.

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

Site plan measurements in metres – all other measurements in millimetresunless noted otherwise.

Figured dimensions take precedence over scaled dimensions.

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 Subcontractors shall check and verify all dimensions, setbacks,levels and specifications and all other relevant documentation prior to thecommencement of any works. Report all discrepancies to this office forclarification.

Installation of all services shall comply with the respective supply authorityrequirements

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

These plans have been prepared for the exclusive use by the Client of [InsertDrafting Service] (‘The Designer’) for the purpose expressly notified to theDesigner. Any other person who uses or relies on these plans without theDesigner’s written consent does so at their own risk and no responsibility isaccepted by the Designer for such use and/or reliance.

The Client and/or the Client’s Builder shall not modify or amend the planswithout the knowledge and consent of [building designer’s name] except wherea Registered Building Surveyor makes minor necessary changes to facilitate theBuilding Permit application and that such changes are promptly reported back to[building designer’s name].

The approval by this office of a substitute material, work practice, variation orthe like is not an authorisation for its use or a contract variation. All variationsmust be accepted by all parties to the agreement and where applicable theRelevant Building Surveyor prior to implementing any variation.

GENERAL NOTES

1

Internal General NotesAll materials and work practices shall comply with, but not limited to theBuilding Regulations 2006, National Construction Code Series 2015Building Code of Australia Vol 2 and all relevant current AustralianStandards (as amended) referred to therein

Unless otherwise specified, the term BCA shall refer to NationalConstruction Code Series 2015 Building Code of Australia Volume 2.

All materials and construction practice shall meet the PerformanceRequirements of the BCA. Where an alternative solution is proposed then,prior to implementation or installation, it first must be assessed andapproved by the Relevant Building Surveyor as meeting the PerformanceRequirements of the BCA.

Glazing, including safety glazing, shall be installed to a size, type andthickness so as to comply with:–BCA Part 3.6 for Class 1 and 10 Buildings within a design wind speed ofnot more than N3; and–NCC 2015 BCA Vol 1 Part B1.4 for Class 2 and 9 Buildings.

Waterproofing of wet areas, being bathrooms, showers, shower rooms,laundries, sanitary compartments and the like shall be provided inaccordance with AS 3740-2010: Waterproofing of Domestic Wet Areas

These Drawings shall be read in conjunction with any House Energy Rating(HERS) report and shall be constructed in accordance with the stampedplans endorsed by the accredited Thermal Performance Assessor withoutalteration.

Step sizes (other than for spiral stairs) to be:–Risers (R) 190mm maximum and 115mm minimum–Going (G) 355mm maximum and 240mm minimum–2R + 1G = 700mm maximum and 550mm minimum–with less than 125mm gap between open treads.

All treads, landings and the like to have a slip-resistance classification of P3or R10 for dry surface conditions and P3 or R11 for wet surface conditions,or a nosing strip with a slip-resistance classification of P3 for dry surfaceconditions and P4 for wet surface conditions.

Provide barriers where change in level exceeds 1000mm above the surfacebeneath landings, ramps and/ortreads. Barriers (other than tensioned wire barriers) to be:–1000mm min. above finished surface level of balconies, landings or thelike, and–865mm min. above finished surface level of stair nosing or ramp, and–vertical with less than 125mm gap between, and–any horizontal element within the barrier between 150mm and 760mmabove the floor must not facilitate climbing where changes in levelexceeds 4000mm above the surface beneath landings, ramps and/ortreads.

Wire balustrade construction to comply with NCC 2015 BCA Part 3.9.2.3for Class 1 and 10 Buildings and NCC 2015 BCA Volume 1 Part D2.16 forother Classes of Buildings.

Top of hand rails to be minimum 865mm vertically above stair nosing andfloor surface of ramps.

Window sizes nominated are nominal only. Actual size may vary accordingto manufacturer. Windows to be flashed all around.

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

Site plan measurements in metres – all other measurements in millimetresunless noted otherwise.

Figured dimensions take precedence over scaled dimensions.

The Builder shall take all steps necessary to ensure the stability andgeneral water tightness of all new and/or existing structures during allworks.

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

Installation of all services shall comply with the respective supply authorityrequirements.

These plans have been prepared for the exclusive use by the Client of[Insert Drafting Service] (‘The Designer’) for the purpose expressly notifiedto the Designer. Any other person who uses or relies on these planswithout the Designer’s written consent does so at their own risk and noresponsibility is accepted by the Designer for such use and/or reliance.

The Client and/or the Client’s Builder shall not modify or amend the planswithout the knowledge and consent of [building designer’s name] exceptwhere a Registered Building Surveyor makes minor necessary changes tofacilitate the Building Permit application and that such changes arepromptly reported back to [building designer’s name].

The approval by this office of a substitute material, work practice,variation or the like is not an authorisation for its use or a contractvariation. All variations must be accepted by all parties to the agreementand where applicable the Relevant Building Surveyor prior toimplementing any variation.

BUILDER / CONTRACTOR SHALL VERIFY JOB DIMENSIONSBEFORE ANY JOB COMMENCES. FIGURED DIMENSIONSTAKE PRECEDENCE OVER SCALED WORK. WORK SHALLCONFORM THE SPECIFICATION, OTHER DRAWINGS ANDJOB DIMENSIONS. ALL SHOP DRAWINGS SHALL BESUBMITTED TO THE DRAFTSPERSON, AND MANUFACTURESHALL NOT COMMENCE PRIOR TO THE RETURN OFINSPECTED SHOP DRAWINGS SIGNED BY DRAFTSPERSON. BY. DATE. DESCRIPTION.REV. SCALE.

DRAWN BY.

DATE.

36 MASON STREET NEWPORT, 3015

P. 9391 0023 E. dajvis@meraq.com.au

ABN. 85146959775

MERAQ PROJECTS

AS SHOWN

MERAQ BUILDING DESIGNERSJOB NO: 2015/011

CLIENT.GLOBAL BUILD GROUP - Orhan Bardan

PROJECT.2 UNIT DEVELOPMENTLOT2241 VIVID WAY,CRAIGIEBURN, VIC 3064

21/04/2016

#

2

SITE NOTESSTORM WATER AND SEWER TO BE CONNECTED TOLEGAL POINT OF DISCHARGE IN ACCORDANCE WITHLOCAL AUTHORITIES REQUIREMENTS

PROVIDE CUT - OFF (AGI) DRAIN AS REQUIRED TO BASEOF ANY EXCAVATION AND CONNECT INTO STORMWATER VIA SILT PITS

PROPERTY LAYOUT IS BASED UPON INFORMATIONPROVIDED BY BUILDER OR OWNER AND THEREFOREALL DIMENSIONS, OFFSETS AND DETAILS MUST BEVERIFIED ONSITE PRIOR TO COMMENCING ANYSETOUTS AND OR BUILDING WORKS

LEVELS MUST BE VERIFIED ON SITE TO DETERMINEDEPTH OF EXCAVATIONS AND AFFECTED WALLHEIGHTS PRIOR TO COMMENCING ANY BUILDINGWORKS

BUILDER TO VERIFY ALL DIMENSIONS ON SITE PRIORTO THE COMMENCEMENT OF CONSTRUCTION. ANYDISCREPANCIES TO BE REPORTED TO BUILDINGDESIGNER PRIOR TO SET-OUT FOR RECTIFICATION.

DOWNPIPES (DP) TO APPROX. LOCATION MAX 12MCTS CONNECT TO S/WATER SYS. IN ACCORDANCEWITH LOCAL COUNCIL REQUIREMENTS. ALL S/WATERDRAINS THAT PASS UNDER CONC. SLABS ANDTRAFFICABLE AREAS TO BE LAID IN HEAVY DUTYSEWER PIPE.

BUILDER TO PROVIDE AGI DRAIN TO BASE OF BATTERS/ RETAINING WALLS & WHERE EVER DEEMEDNECESSARY CONNECT TO S/WATER SYSTEM. TYPICAL

SITE SETOUT NOTESREESTABLISHMENT SURVEY & TOWNPLANNING TO BECHECKED PRIOR TO SETTING OUT

RAIN WATER TANK FORSANITARY PLUMBING (RWT)THE RAIN WATER TANK TO HAVE A MINIMUMCAPACITY OF 2000 LITRES AND A MINIMUM ROOFCATCHEMENT AREA OF 50SQM

THE TANK TO BE CONNECTED TO HE SANITARYFLUSHING SYSTEM

THE TANK TO SPECIALIST'S DETAIL AND SPECIFICATIONTHE LOCATION OF THE TANK TO BE SELECTED AT THESITE.

FOR LANDSCAPE DETAIL(PLANTING SCHEDULE,REMOVAL OF TREES ETC) REFER TO THE LANDSCAPEDRAWINGS APPROVED BY COUNCIL

FOR LOCATION OF DOWN PIPES THE LEGAL POINT OFDISCHARGE REFER TO THE DRAINAGE DRAWINGSPREPARED BY THE CONSULTING ENGINEER.

SITE PLANSCALE 1:200

BUILDER / CONTRACTOR SHALL VERIFY JOB DIMENSIONSBEFORE ANY JOB COMMENCES. FIGURED DIMENSIONSTAKE PRECEDENCE OVER SCALED WORK. WORK SHALLCONFORM THE SPECIFICATION, OTHER DRAWINGS ANDJOB DIMENSIONS. ALL SHOP DRAWINGS SHALL BESUBMITTED TO THE DRAFTSPERSON, AND MANUFACTURESHALL NOT COMMENCE PRIOR TO THE RETURN OFINSPECTED SHOP DRAWINGS SIGNED BY DRAFTSPERSON. BY. DATE. DESCRIPTION.REV. SCALE.

DRAWN BY.

DATE.

36 MASON STREET NEWPORT, 3015

P. 9391 0023 E. dajvis@meraq.com.au

ABN. 85146959775

MERAQ PROJECTS

AS SHOWN

MERAQ BUILDING DESIGNERSJOB NO: 2015/011

CLIENT.GLOBAL BUILD GROUP - Orhan Bardan

PROJECT.2 UNIT DEVELOPMENTLOT2241 VIVID WAY,CRAIGIEBURN, VIC 3064

21/04/2016

#

FFL: 10.60 FFL: 10.85

4549

30

05

30

00

1000

3000

//

//

//

//

//

//

//

//

//

//

/

/

/

/

52

20

6350

43

05

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

// // // // // // // // // // // // // // // // // // // // // // // // //

WALL ON BOUNDARY

2.0 METER COLORBONDFENCE TO BE ERECTEDAT COST OF OWNER

2.0

ME

TE

R C

OLO

RB

ON

DF

EN

CE

TO

BE

ER

EC

TE

DA

T C

OS

T O

F O

WN

ER

// // // // // //

// //

P.O.S52.26SQM

P.O.S68.45SQM

PROPOSEDCROSSOVER3.0 METRES

WIDE

EXISTINGCROSSOVER

41

50

CLO

TH

ESLIN

E

20

00

LW

ATE

R T

AN

K

STORAGE

6M3

STORAGE

6M3

CLO

TH

ESLIN

E

20

00

LW

ATE

R T

AN

K

GRASS

GRASS

GRASS

GRASS

2G

2

1 G1

LETTER BOX /ELECTRICITY METERS

LETTER BOX /ELECTRICITY METERS

GAS METER

GAS METER

PROPOSED COLORBOND FENCE TO BE ERECTEDAT COST OF OWNER AT A MAX HEIGHT OF 1.2M

EXTENDING BACK FROM THE STREET FOR APPROX5.0M & TAPERING UP TO A HEIGHT OF 2.0M

1.8

M H

IGH

FE

ATU

RE

FE

NC

E

VIVID WAY

NOBILITY ROAD

EA

SE

ME

NT 3

.0M

DECKING

DECKING

32

7°34'20"

29

187°34'20"

16

97°34'20"

13

97°34'20"

4

.

2

4

1

4

2

°

3

4

'

BOX GUTTER

BO

X G

UTTE

R

UNIT 1UNIT 2

SP

SP

SP

SP

DP

DPDP

DP

HW

S

HE

ATIN

GU

NIT

RWH

5715

A/CUNIT

22.5° PITCH

22.5° PITCH

22.5

° PIT

CH

22.5

° PIT

CH

A/CUNIT

22.5° PITCH

22.5° PITCH

22.5

° PIT

CH22.5

° PIT

CH

HW

S

HE

ATIN

GU

NIT

RWH

DP

DP

DP

DP

SP

SP

DP

3990FIRST FLOOR SETBACK

GROUND FLOOR SETBACK

5000FIRST FLOOR SETBACK

3

GROUND FLOOR PLANSCALE 1:100

BUILDER / CONTRACTOR SHALL VERIFY JOB DIMENSIONSBEFORE ANY JOB COMMENCES. FIGURED DIMENSIONSTAKE PRECEDENCE OVER SCALED WORK. WORK SHALLCONFORM THE SPECIFICATION, OTHER DRAWINGS ANDJOB DIMENSIONS. ALL SHOP DRAWINGS SHALL BESUBMITTED TO THE DRAFTSPERSON, AND MANUFACTURESHALL NOT COMMENCE PRIOR TO THE RETURN OFINSPECTED SHOP DRAWINGS SIGNED BY DRAFTSPERSON. BY. DATE. DESCRIPTION.REV. SCALE.

DRAWN BY.

DATE.

36 MASON STREET NEWPORT, 3015

P. 9391 0023 E. dajvis@meraq.com.au

ABN. 85146959775

MERAQ PROJECTS

AS SHOWN

MERAQ BUILDING DESIGNERSJOB NO: 2015/011

CLIENT.GLOBAL BUILD GROUP - Orhan Bardan

PROJECT.2 UNIT DEVELOPMENTLOT2241 VIVID WAY,CRAIGIEBURN, VIC 3064

21/04/2016

#

PWD

720

720 720

UP

UP

ENTRY

HW

S

HE

ATIN

GU

NIT

HW

S

HE

ATIN

GU

NIT

2400HX1800W

ROLLER DOOR

24

00

HX

28

00

W

RO

LL

ER

D

OO

R

LIVING2400HX4700W

REMOTE OPENING

ROLLER DOOR

24

00

HX

47

00

W

RE

MO

TE

O

PE

NIN

G

RO

LL

ER

D

OO

R

DECKING

DECKING

GARAGE

WALL ON BOUNDARY

KITCHEN

820

PORCH

UNIT 1

MEALS

1000

PORCH

720

720

720

KITCHENTRWM

GARAGE

820

ENTRY

L'DRY

RE

F

MEALSLIVING

UNIT 2

W.C

LDRY720

820

RE

F

820

820

960900

2635

1100 800 1000

975

2180

W1

W2

W3

W4

W5

W6

W7W8

D1

D2

D3

W1W2W3

W4

W5

W6

D1

D2

D3

DP

RWH

DP DP

DP

RWH

DP

DP

DP

DP

AJ

AJ

AJ

AJ

AJ

AJ

AJ

AJ AJ

AJ

AJ

AJAJ

AJ AJ

AJ

AJAJ

AJ

AJ AJ

350

2800

350

350 2710

710

350 1700 350

1060350

1200

1 2 3 4 5 6 7 8 910111213 1415

16

151413121110987654321

16

EX

TE

NT O

F U

PP

ER

FLO

OR

EX

TE

NT O

F U

PP

ER

FLO

OR V

OID

AREAS UNIT 1GROUND FLOOR: 70.0100 sq.m 7.54 sqrs

GARAGE: 36.5200 sq.m 3.93 sqrs

PORCH: 6.0500 sq.m 0.65 sqrs

FIRST FLOOR: 73.1400 sq.m 7.87 sqrs

TOTAL: 185.72 sq.m 19.99 sqrs

AREAS UNIT 2GROUND FLOOR: 68.8800 sq.m 7.41 sqrs

GARAGE: 37.1700 sq.m 4.00 sqrs

PORCH: 3.5400 sq.m 0.38 sqrs

FIRST FLOOR: 78.3600 sq.m 8.43 sqrs

TOTAL: 187.95 sq.m 20.23 sqrs12000

7020

4980

10830

10830

2350 6460 2020

1000

9350 3820

13170

13170

5590 2050 5530

490

1730

1300

3430

9995

1000

240

4500

240

LIV

ING

350

4850

90

1000

90

5500

230

STA

IRS

GA

RA

GE

4335

90

1515

PW

DK

ITC

HE

N

2060

240

L'D

RY

2570

240

4435

90

4050

90

1000

90

LIV

ING

KIT

CH

EN

WC

7875

90

1700

L'D

RY

240

1080

3600

3045

240

STA

IRS

ME

ALS

230

6015

230

GA

RA

GE

240 10350 240

240 1300 3050 90 1100 90390

90900 90900ENTRY STAIRS

6000230 230GARAGE

90 1920 240

240 5050 240

2401000 6100STAIRS

LIVING

90 1600 90 1800 240L'DRY

L'DRY WC

230 5510 90 6350 750GARAGE

A A8 A A8

BB8

BB8

FFL: 10.60

FFL: 10.85

W.T

AN

KS

20

00

L

W.T

AN

KS

20

00

L

BOUNDARY LINE.

SD

SD

4

FIRST FLOOR PLANSCALE 1:100

BUILDER / CONTRACTOR SHALL VERIFY JOB DIMENSIONSBEFORE ANY JOB COMMENCES. FIGURED DIMENSIONSTAKE PRECEDENCE OVER SCALED WORK. WORK SHALLCONFORM THE SPECIFICATION, OTHER DRAWINGS ANDJOB DIMENSIONS. ALL SHOP DRAWINGS SHALL BESUBMITTED TO THE DRAFTSPERSON, AND MANUFACTURESHALL NOT COMMENCE PRIOR TO THE RETURN OFINSPECTED SHOP DRAWINGS SIGNED BY DRAFTSPERSON. BY. DATE. DESCRIPTION.REV. SCALE.

DRAWN BY.

DATE.

36 MASON STREET NEWPORT, 3015

P. 9391 0023 E. dajvis@meraq.com.au

ABN. 85146959775

MERAQ PROJECTS

AS SHOWN

MERAQ BUILDING DESIGNERSJOB NO: 2015/011

CLIENT.GLOBAL BUILD GROUP - Orhan Bardan

PROJECT.2 UNIT DEVELOPMENTLOT2241 VIVID WAY,CRAIGIEBURN, VIC 3064

21/04/2016

#

W.I.R

720

720 DN

DN

MHMH

SD

SD

SD

UNIT 2

UNIT 15715

RO

BE

720

ROBE ROBE820

BATH

820

820

WC

BATH

BED 2820

720

LINEN

720

720

RO

BE

W.I.R820

820

820

ENS

BED 3

MASTER

4 5 6 7 8 910111213 1415

16

151413121110987654321

16

DP

SP

SP

SP

SP

SP

SP

DP

W1

W2

W3

W4

W5

W6W7

W1W2

W3

W4 W5 W6

W7

AREAS UNIT 1GROUND FLOOR: 70.0100 sq.m 7.54 sqrs

GARAGE: 36.5200 sq.m 3.93 sqrs

PORCH: 6.0500 sq.m 0.65 sqrs

FIRST FLOOR: 73.1400 sq.m 7.87 sqrs

TOTAL: 185.72 sq.m 19.99 sqrs

AREAS UNIT 2GROUND FLOOR: 68.8800 sq.m 7.41 sqrs

GARAGE: 37.1700 sq.m 4.00 sqrs

PORCH: 3.5400 sq.m 0.38 sqrs

FIRST FLOOR: 78.3600 sq.m 8.43 sqrs

TOTAL: 187.95 sq.m 20.23 sqrs

9210

7150

2205

9210

4080

5130

9355

4035

5320

8945 9190

1910 6440 840

8945

1800

9190

7145

90

5715

3825 90 2760 90 2000 90MASTER ENS/WIR BATH

2760 101090900LINEN

90 3000 90500

90 3285 90BED 3 BED 2

1150 3630 90 2095

5975 90900WC

5715

901000 90 5170 90

MASTER

BED 2 BED 3RETREATAREA

MASTER

90 1820 1550 90 1570 90 2710 90WIR ENS

ENS

90 3260 90 2370 90 3200 90BED 2 BED 3STUDY

1820 90 3810 1200 90 1910ROBE ROBE

90

3900

90

1950

90

3000

90

MA

STE

RB

ED

3

1770

90

1450

90

500

950

1000

1455

90

1455

EN

SW

IRS

TA

IRS

3900

900

90

4050

BA

TH 2

950

90

1850

WC

BE

D 2

90

3945

90

1460

90

500

90

3000

90

MA

STE

RE

NS

/WIR

BE

D 3

5140

4590

90

1495

90

2910

BE

D 2

VO

ID90

3380

90

500

BA

TH

A A8 A A8

BB8

BB8

3

1150

950

1000

STAIRS

ROOM AREA: 20sqmsWINDOW AREA: 2.4sqms(12% of room area)

5BUILDER / CONTRACTOR SHALL VERIFY JOB DIMENSIONSBEFORE ANY JOB COMMENCES. FIGURED DIMENSIONSTAKE PRECEDENCE OVER SCALED WORK. WORK SHALLCONFORM THE SPECIFICATION, OTHER DRAWINGS ANDJOB DIMENSIONS. ALL SHOP DRAWINGS SHALL BESUBMITTED TO THE DRAFTSPERSON, AND MANUFACTURESHALL NOT COMMENCE PRIOR TO THE RETURN OFINSPECTED SHOP DRAWINGS SIGNED BY DRAFTSPERSON. BY. DATE. DESCRIPTION.REV. SCALE.

DRAWN BY.

DATE.

36 MASON STREET NEWPORT, 3015

P. 9391 0023 E. dajvis@meraq.com.au

ABN. 85146959775

MERAQ PROJECTS

AS SHOWN

MERAQ BUILDING DESIGNERSJOB NO: 2015/011

CLIENT.GLOBAL BUILD GROUP - Orhan Bardan

PROJECT.2 UNIT DEVELOPMENTLOT2241 VIVID WAY,CRAIGIEBURN, VIC 3064

21/04/2016

#

WINDOW SCHEDULE UNIT 1UNIT 1 GROUND FLOOR

NO. HEIGHT WIDTH TYPE WALL TYPEW1 2100 850 AWNING ALUMINIUM WINDOW BRICK VENEERW2 2100 850 AWNING ALUMINIUM WINDOW BRICK VENEERW3 2100 850 AWNING ALUMINIUM WINDOW BRICK VENEERW4 2100 850 AWNING ALUMINIUM WINDOW BRICK VENEERW5 1200 610 AWNING ALUMINIUM WINDOW BRICK VENEERW6 600 1810 FIXED ALUMINIUM WINDOW BRICK VENEERW7 2100 850 AWNING ALUMINIUM WINDOW BRICK VENEERW8 2100 850 AWNING ALUMINIUM WINDOW BRICK VENEER

UNIT 1 FIRST FLOOR

NO. HEIGHT WIDTH TYPE WALL TYPEW1 1500 2770 AWNING ALUMINIUM WINDOW LIGHT WEIGHTW2 1200 1450 AWNING ALUMINIUM WINDOW LIGHT WEIGHTW3 1200 2100 AWNING ALUMINIUM WINDOW LIGHT WEIGHTW4 1200 2700 AWNING ALUMINIUM WINDOW (OBS) LIGHT WEIGHTW5 1200 610 AWNING ALUMINIUM WINDOW (OBS) LIGHT WEIGHTW6 1200 1810 AWNING ALUMINIUM WINDOW LIGHT WEIGHTW7 1200 1450 AWNING ALUMINIUM WINDOW LIGHT WEIGHT

DOOR SCHEDULE UNIT 1NO. HEIGHT WIDTH TYPE WALL TYPED1 2100 820 FRONT DOOR BRICK VENEERD2 2100 720 LAUNDRY DOOR BRICK VENEERD3 2300 4020 ENTERTAINER SLIDING DOORS BRICK VENEER

3.2

ME

TR

ES

WA

LL O

N B

OU

ND

AR

Y

BO

UN

DA

RY

LIN

E

BO

UN

DA

RY

LIN

E

BO

UN

DA

RY

LIN

E

BO

UN

DA

RY

LIN

E

UNIT 2UNIT 1

WEST ELEVATIONSCALE 1:100

OBSCURE OBSCURE OBSCURE OBSCURE

WIN

DO

WS

1700

WIN

DO

WS

1700

COLOURBONDROOFING AT 22.5°PITCH

COLOURBONDROOFING AT 22.5°PITCH

RENDERFINISH

RENDERFINISH

SELECTED BRICKWORK FINISH

SELECTED BRICKWORK FINISH

SELECTED BRICKWORK FINISH

2740

2590

GR

OU

ND

FLO

OR

UP

PE

R F

LO

OR

F.L

C.L

F.L

WA

LL O

N B

OU

ND

AR

Y

2485

740

3390

W4

W4

2400HX1800W

ROLLER DOOR

D2 D3

W4

W4 W5 W6

BO

UN

DA

RY

LIN

E

SOUTH ELEVATIONSCALE 1:100

BO

UN

DA

RY

LIN

E

UNIT 2 COLOURBONDROOFING AT 22.5°PITCH

RENDERFINISH

SELECTED BRICKWORK FINISH

2740

2590

GR

OU

ND

FLO

OR

UP

PE

R F

LO

OR

F.L

C.L

F.L

W5 W6

ELEVATIONLEGEND

COLOURBOND ROOF @ 22.5°PITCH

SELECTED BRICK WORK

SELECTED RENDER DARK

SCYON™ LINEA™ WEATHERBOARD180MM

RENDERFINISH ON NRG BOARDS

RENDERFINISH ONNRG BOARDS

RENDERFINISH ONNRG BOARDS

6BUILDER / CONTRACTOR SHALL VERIFY JOB DIMENSIONSBEFORE ANY JOB COMMENCES. FIGURED DIMENSIONSTAKE PRECEDENCE OVER SCALED WORK. WORK SHALLCONFORM THE SPECIFICATION, OTHER DRAWINGS ANDJOB DIMENSIONS. ALL SHOP DRAWINGS SHALL BESUBMITTED TO THE DRAFTSPERSON, AND MANUFACTURESHALL NOT COMMENCE PRIOR TO THE RETURN OFINSPECTED SHOP DRAWINGS SIGNED BY DRAFTSPERSON. BY. DATE. DESCRIPTION.REV. SCALE.

DRAWN BY.

DATE.

36 MASON STREET NEWPORT, 3015

P. 9391 0023 E. dajvis@meraq.com.au

ABN. 85146959775

MERAQ PROJECTS

AS SHOWN

MERAQ BUILDING DESIGNERSJOB NO: 2015/011

CLIENT.GLOBAL BUILD GROUP - Orhan Bardan

PROJECT.2 UNIT DEVELOPMENTLOT2241 VIVID WAY,CRAIGIEBURN, VIC 3064

21/04/2016

#

WINDOW SCHEDULE UNIT 2UNIT 2 GROUND FLOOR

NO. HEIGHT WIDTH TYPE WALL TYPEW1 2100 850 AWNING ALUMINIUM WINDOW BRICK VENEERW2 2100 850 AWNING ALUMINIUM WINDOW BRICK VENEERW3 2100 850 AWNING ALUMINIUM WINDOW BRICK VENEERW4 1200 610 AWNING ALUMINIUM WINDOW LIGHT WEIGHTW5 2100 850 AWNING ALUMINIUM WINDOW BRICK VENEERW6 2100 850 AWNING ALUMINIUM WINDOW BRICK VENEER

UNIT 2 FIRST FLOOR

NO. HEIGHT WIDTH TYPE WALL TYPEW1 1200 2100 AWNING ALUMINIUM WINDOW LIGHT WEIGHTW2 1200 850 AWNING ALUMINIUM WINDOW LIGHT WEIGHTW3 1200 1450 AWNING ALUMINIUM WINDOW LIGHT WEIGHTW4 1200 1810 AWNING ALUMINIUM WINDOW (OBS) LIGHT WEIGHTW5 1200 1810 AWNING ALUMINIUM WINDOW (OBS) LIGHT WEIGHTW6 1200 1810 AWNING ALUMINIUM WINDOW (OBS) LIGHT WEIGHTW7 1200 610 AWNING ALUMINIUM WINDOW LIGHT WEIGHT

DOOR SCHEDULE UNIT 2NO. HEIGHT WIDTH TYPE WALL TYPED1 2100 820 FRONT DOOR BRICK VENEERD2 2300 2700 ENTERTAINER SLIDING DOORS BRICK VENEERD3 2100 820 LAUNDRY DOOR LIGHT WEIGHT

UNIT 2

BO

UN

DA

RY

LIN

E

BO

UN

DA

RY

LIN

E

BO

UN

DA

RY

LIN

E

UNIT 1

EAST ELEVATIONSCALE 1:100

COLOURBONDROOFING AT 22.5°PITCH

COLOURBONDROOFING AT 22.5°PITCH

RENDERFINISH

RENDERFINISH

RENDERFINISH

SELECTED BRICKWORK FINISH

SELECTED BRICKWORK FINISH

SELECTED BRICKWORK FINISH

2400H X 4800WROLLER DOOR WITHREMOTE OPENING

2740

2590

GR

OU

ND

FLO

OR

UP

PE

R F

LO

OR

F.L

C.L

F.L7610

TO

TA

L B

UIL

DIN

G H

EIG

HT

WA

LL O

N B

OU

ND

AR

Y

W1 W2 W3 W7 W8D1 D3

W1 W2 W3W7 W6 W7

UNIT 1

BO

UN

DA

RY

LIN

E

BO

UN

DA

RY

LIN

E

NORTH ELEVATIONSCALE 1:100

COLOURBONDROOFING AT 22.5°PITCH

RENDERFINISH SELECTED BRICK

WORK FINISH

SELECTED BRICKWORK FINISH

2400H X 4800WROLLER DOOR WITHREMOTE OPENING

2740

2590

GR

OU

ND

FLO

OR

UP

PE

R F

LO

OR

F.L

C.L

F.L7619

TO

TA

L B

UIL

DIN

G H

EIG

HT

WA

LL O

N B

OU

ND

AR

Y

W1 W2 W3

W1

W2 W3

D1

ELEVATIONLEGEND

COLOURBOND ROOF @ 22.5°PITCH

SELECTED BRICK WORK

SELECTED RENDER DARK

SCYON™ LINEA™ WEATHERBOARD180MM

RENDERFINISH ON NRG BOARDS

RENDERFINISH ON NRG BOARDS

RENDERFINISH ONNRG BOARDS

7BUILDER / CONTRACTOR SHALL VERIFY JOB DIMENSIONSBEFORE ANY JOB COMMENCES. FIGURED DIMENSIONSTAKE PRECEDENCE OVER SCALED WORK. WORK SHALLCONFORM THE SPECIFICATION, OTHER DRAWINGS ANDJOB DIMENSIONS. ALL SHOP DRAWINGS SHALL BESUBMITTED TO THE DRAFTSPERSON, AND MANUFACTURESHALL NOT COMMENCE PRIOR TO THE RETURN OFINSPECTED SHOP DRAWINGS SIGNED BY DRAFTSPERSON. BY. DATE. DESCRIPTION.REV. SCALE.

DRAWN BY.

DATE.

36 MASON STREET NEWPORT, 3015

P. 9391 0023 E. dajvis@meraq.com.au

ABN. 85146959775

MERAQ PROJECTS

AS SHOWN

MERAQ BUILDING DESIGNERSJOB NO: 2015/011

CLIENT.GLOBAL BUILD GROUP - Orhan Bardan

PROJECT.2 UNIT DEVELOPMENTLOT2241 VIVID WAY,CRAIGIEBURN, VIC 3064

21/04/2016

#

3.2

ME

TR

ES

WA

LL O

N B

OU

ND

AR

Y

BO

UN

DA

RY

LIN

E

BO

UN

DA

RY

LIN

E

INTERNAL NORTH ELEVATIONSCALE 1:100

UNIT 2COLOURBONDROOFING AT 22.5°PITCH

RENDERFINISH

RENDERFINISH ON NRG BOARDS

SELECTED BRICKWORK FINISH

2740

2590

GR

OU

ND

FLO

OR

UP

PE

R F

LO

OR

F.L

C.L

F.L

BO

UN

DA

RY

LIN

E

BO

UN

DA

RY

LIN

E

INTERNAL SOUTH ELEVATIONSCALE 1:100

UNIT 1

OBS

WIN

DO

WS

1700

COLOURBONDROOFING AT 22.5°PITCH

SELECTED BRICKWORK FINISH

2740

2590

GR

OU

ND

FLO

OR

UP

PE

R F

LO

OR

F.L

C.L

F.L

WA

LL O

N B

OU

ND

AR

Y

D2

W5 W62400HX2800W

ROLLER DOOR

W5

ELEVATIONLEGEND

COLOURBOND ROOF @ 22.5°PITCH

SELECTED BRICK WORK

SELECTED RENDER DARK

SCYON™ LINEA™ WEATHERBOARD180MM

8BUILDER / CONTRACTOR SHALL VERIFY JOB DIMENSIONSBEFORE ANY JOB COMMENCES. FIGURED DIMENSIONSTAKE PRECEDENCE OVER SCALED WORK. WORK SHALLCONFORM THE SPECIFICATION, OTHER DRAWINGS ANDJOB DIMENSIONS. ALL SHOP DRAWINGS SHALL BESUBMITTED TO THE DRAFTSPERSON, AND MANUFACTURESHALL NOT COMMENCE PRIOR TO THE RETURN OFINSPECTED SHOP DRAWINGS SIGNED BY DRAFTSPERSON. BY. DATE. DESCRIPTION.REV. SCALE.

DRAWN BY.

DATE.

36 MASON STREET NEWPORT, 3015

P. 9391 0023 E. dajvis@meraq.com.au

ABN. 85146959775

MERAQ PROJECTS

AS SHOWN

MERAQ BUILDING DESIGNERSJOB NO: 2015/011

CLIENT.GLOBAL BUILD GROUP - Orhan Bardan

PROJECT.2 UNIT DEVELOPMENTLOT2241 VIVID WAY,CRAIGIEBURN, VIC 3064

21/04/2016

#

TIMBER FRAMING SCHEDULESIZES FOR SINGLE OR UPPER STOREY CONSTRUCTION

MEMBER SIZE SUPP AT2 POINTS

CONT. OVER2 SPANS

MAXSPACING

MAX. STRESSGRADE

BOTTOM PLATE 90X45 600 600 F5TOP PLATE 90X45 600 600 F5

STUDS - COMMON 90X3590X3590X45

240027003000

240027003000

600600450

F5F5F5

STUDS - AT SIDESOF OPENINGS

90X4590X7090X7090X9090X90

24002400270027003000

24002400270027003000

11503000180027001500

F5F5F5F5F5

LINTELS (REFERTRUSS DESIGN)

90X35140X35190X35240X35240X45290X45

130019002400300032003600

F17F17F17F17F17F17

NOGGINGS 90X45 70X35 F5BRACING 90X45 METAL STRAP -

REFER A.S.1684

ROOF BATTENS 75X38 F8

TRUSS ROOF MANUFACTURERS SPECIFICATIONSTO BE PROVIDED PRIOR TO THE ERECTION OF LOAD BEARING POINTS I.E. LINTELS, STUDS SUPPORTINGCONCENTRATED LOADS TO BE DESIGNED BY TRUSS MANUFACTURER AND/OR STRUCTURALENGINEER.IF STRUCTURAL DESIGN WAS PROVIDED THAN DESIGN ENGINEER TO VERIFY TRUSSLOCATIONS AND DESIGN FOR LOAD BEARING POINTS AS REQUIRED.

BO

UN

DA

RY

LIN

E

BO

UN

DA

RY

LIN

E

BO

UN

DA

RY

LIN

E

BO

UN

DA

RY

LIN

E

UNIT 2UNIT 1

2740

2590

GR

OU

ND

FLO

OR

UP

PE

R F

LO

OR

F.L

C.L

F.L

WA

LL O

N B

OU

ND

AR

Y

3390

C.L

ENS WIR BATH

KITCHEN MEALSGARAGE

WC LINEN MASTER

KITCHEN MEALS LIVING

CONCRETE WAFFLE POD SLAB AS PER ENGINEERS SPECS

SECTION A-ASCALE 1:100

PROVIDE R3.5 INSULATIONBATTS TO CEILING. TYPICAL

COLORBOND ROOFINGAT 22.5° PITCH

BO

UN

DA

RY

LIN

E

BO

UN

DA

RY

LIN

E

UNIT 1

2740

2590

GR

OU

ND

FLO

OR

UP

PE

R F

LO

OR

F.L

C.L

F.L

WA

LL O

N B

OU

ND

AR

Y

C.L

GARAGE

MASTER

LIVING

BED 3

SECTION B-BSCALE 1:100

CONCRETE WAFFLE POD SLAB AS PER ENGINEERS SPECS

PROVIDE R3.5 INSULATIONBATTS TO CEILING. TYPICAL

COLORBOND ROOFINGAT 22.5° PITCH

9

Weep holes @1200 ctrs max.FFL

SCALE: 1:20

Flashing / DPC

172

Cut level

FGL

150

Backfill

SLAB REBATE DETAIL

BUILDER / CONTRACTOR SHALL VERIFY JOB DIMENSIONSBEFORE ANY JOB COMMENCES. FIGURED DIMENSIONSTAKE PRECEDENCE OVER SCALED WORK. WORK SHALLCONFORM THE SPECIFICATION, OTHER DRAWINGS ANDJOB DIMENSIONS. ALL SHOP DRAWINGS SHALL BESUBMITTED TO THE DRAFTSPERSON, AND MANUFACTURESHALL NOT COMMENCE PRIOR TO THE RETURN OFINSPECTED SHOP DRAWINGS SIGNED BY DRAFTSPERSON. BY. DATE. DESCRIPTION.REV. SCALE.

DRAWN BY.

DATE.

36 MASON STREET NEWPORT, 3015

P. 9391 0023 E. dajvis@meraq.com.au

ABN. 85146959775

MERAQ PROJECTS

AS SHOWN

MERAQ BUILDING DESIGNERSJOB NO: 2015/011

CLIENT.GLOBAL BUILD GROUP - Orhan Bardan

PROJECT.2 UNIT DEVELOPMENTLOT2241 VIVID WAY,CRAIGIEBURN, VIC 3064

21/04/2016

#

EXTERNAL WALL FLASHING DETAIL

240 Tread min.

885m

in190

max.

Ris

er

VERTICAL CORNER FLASHING

CAULK PLASTERBOARD WITH BORAL

PLASTERBOARD WET AREA SEALANT

AROUND PLUMBING PENETRATIONS

TIMBER STUDS @ 600mm MAX. CENTRES

10mm OR 13mm BORAL WET AREA PLASTERBOARD

( 13mm OR 16mm WET AREA FIRESTOP FOR

FIRE RATED WALLS )

JOINT TREATMENT:

1 - BASEBOND 60 OR 90 OR B300 JOINT CEMENT

TREATMENT OVER PAPER TAPE WITH AN APPROVED

SEALER, EG. DAVCO DAMPFLEX, AGA SUPERFLEX 1

PAINTED OVER THE ENTIRE FINISHED BOARD SURFACE (SHOWER

AREA ONLY ) PRIOR TO TILE APPLICATION ( THE APPLICATION OF A

SEALER IS NOT REQUIRED WHERE AN CSIRO APPRAISALS APPROVED

SHOWER MEMBRANE IS APPLIED OVER FULL HEIGHT OF

SHOWER )

OR

CERAMIC WALL TILES ON TYPE 1

ORGANIC BASED WALL TILE ADHESIVE.

CSIRO APPRAISALS APPROVED IN-SITU MEMBRANE INTERNAL TRAY

APPLIED TO SHOWER BASE AND PLASTERBOARD WALL

LINING BY AN APPROVED INSTALLER.

MASKING TAPE TO HOLD ROD IN PLACE, BY TRAY INSTALLER

OPTIONAL FOAM PLASTIC ROD USED AS A BOND BREAKER,

BY TRAY INSTALLER.

2 - BORAL WET AREA TAPING CEMENT JOINT

TREATMENT OVER PAPER TAPE ( A SEALANT IS

NOT REQUIRED TO BE USED OVER PLASTERBOARD )

10

- POSITIONS INDICITIVE ONLY

SPECIAL/ADDITIONAL ITEMS

EQUIPMENT

SERVICES

ELECTRICAL LEGEND(RELATING TO FLOORS ON THIS SHEET ONLY)

BATTEN HOLDER INTERNAL

WALL MOUNTED BATTENHOLDER EXTERNAL

LED VOLTAGE DOWNLIGHT

STAIR LIGHTS

BATTEN HOLDER EXTERNAL

SINGLE G.P.O. 300 HIGH

DOUBLE G.P.O. 300 HIGH

SINGLE G.P.O 1100 HIGH

DOUBLE G.P.O 1100 HIGH

SINGLE G.P.O IN CEILING

EXHAUST FAN

SMOKE ALARM

DOUBLE EXTERNAL G.P.O.

T.V.

EXTERNAL WATER TAPTap

MB

GAS

HWS

METER BOX

GAS METER

HOT WATER SYSTEM600 SINGLE FLOURESCENT WITHOPAL DIFFUSER600 DOUBLE FLOURESCENT WITHOPAL DIFFUSER

TELEPHONE POINT

ALARM SENSORS

IXL TASTIC HEATER/FAN/LIGHTS

EVAPORATIVE COOLING POINTS

DUCTED HEATING POINT(APPROX. POSITION)

THERMOSTAT

600 x 600 MAN HOLE (APPROX.POSITION)

SOLAR HOT WATER SERVICEGAS ELECTRIC

WALL FURNACE

CENTRAL HEATING

HOT PLATE

WALL OVEN

UBO (under bench oven)

GAS ELECTRIC

GAS ELECTRIC

GAS ELECTRIC

GAS ELECTRIC

GAS ELECTRIC

DISHWASHER POINT

EXHAUST FANS

RANGE HOOD

SPA BATH

VACUUM SYSTEM

YES NO

YES NO

YES NO

YES NO

YES NO

YES NO

ALARM SYSTEM

SINGLE EXTERNAL G.P.O.

BUILDER / CONTRACTOR SHALL VERIFY JOB DIMENSIONSBEFORE ANY JOB COMMENCES. FIGURED DIMENSIONSTAKE PRECEDENCE OVER SCALED WORK. WORK SHALLCONFORM THE SPECIFICATION, OTHER DRAWINGS ANDJOB DIMENSIONS. ALL SHOP DRAWINGS SHALL BESUBMITTED TO THE DRAFTSPERSON, AND MANUFACTURESHALL NOT COMMENCE PRIOR TO THE RETURN OFINSPECTED SHOP DRAWINGS SIGNED BY DRAFTSPERSON. BY. DATE. DESCRIPTION.REV. SCALE.

DRAWN BY.

DATE.

36 MASON STREET NEWPORT, 3015

P. 9391 0023 E. dajvis@meraq.com.au

ABN. 85146959775

MERAQ PROJECTS

AS SHOWN

MERAQ BUILDING DESIGNERSJOB NO: 2015/011

CLIENT.GLOBAL BUILD GROUP - Orhan Bardan

PROJECT.2 UNIT DEVELOPMENTLOT2241 VIVID WAY,CRAIGIEBURN, VIC 3064

21/04/2016

#

PWD

UP

UP

ENTRY

HW

S

HW

S

2400HX1800WROLLER DOOR

2400H

X2800W

RO

LLE

R D

OO

R

LIVING2400HX4700WREMOTE OPENING

ROLLER DOOR

2400H

X4700W

RE

MO

TE

OP

EN

ING

RO

LLE

R D

OO

R

DECKING

DECKING

GARAGE

WALL ON BOUNDARY

KITCHEN

PORCH

UNIT 1

MEALSPORCH

KITCHEN

TRWM

GARAGE

ENTRY

L'DRY

RE

F

MEALSLIVING

UNIT 2

W.C

LDRY

820

RE

F

820

VO

ID

2-WAYSWITCH

2-WAYSWITCH

11

- POSITIONS INDICITIVE ONLY

SPECIAL/ADDITIONAL ITEMS

EQUIPMENT

SERVICES

ELECTRICAL LEGEND(RELATING TO FLOORS ON THIS SHEET ONLY)

BATTEN HOLDER INTERNAL

WALL MOUNTED BATTENHOLDER EXTERNAL

LED VOLTAGE DOWNLIGHT

STAIR LIGHTS

BATTEN HOLDER EXTERNAL

SINGLE G.P.O. 300 HIGH

DOUBLE G.P.O. 300 HIGH

SINGLE G.P.O 1100 HIGH

DOUBLE G.P.O 1100 HIGH

SINGLE G.P.O IN CEILING

EXHAUST FAN

SMOKE ALARM

DOUBLE EXTERNAL G.P.O.

T.V.

EXTERNAL WATER TAPTap

MB

GAS

HWS

METER BOX

GAS METER

HOT WATER SYSTEM600 SINGLE FLOURESCENT WITHOPAL DIFFUSER600 DOUBLE FLOURESCENT WITHOPAL DIFFUSER

TELEPHONE POINT

ALARM SENSORS

IXL TASTIC HEATER/FAN/LIGHTS

EVAPORATIVE COOLING POINTS

DUCTED HEATING POINT(APPROX. POSITION)

THERMOSTAT

600 x 600 MAN HOLE (APPROX.POSITION)

SOLAR HOT WATER SERVICEGAS ELECTRIC

WALL FURNACE

CENTRAL HEATING

HOT PLATE

WALL OVEN

UBO (under bench oven)

GAS ELECTRIC

GAS ELECTRIC

GAS ELECTRIC

GAS ELECTRIC

GAS ELECTRIC

DISHWASHER POINT

EXHAUST FANS

RANGE HOOD

SPA BATH

VACUUM SYSTEM

YES NO

YES NO

YES NO

YES NO

YES NO

YES NO

ALARM SYSTEM

SINGLE EXTERNAL G.P.O.

BUILDER / CONTRACTOR SHALL VERIFY JOB DIMENSIONSBEFORE ANY JOB COMMENCES. FIGURED DIMENSIONSTAKE PRECEDENCE OVER SCALED WORK. WORK SHALLCONFORM THE SPECIFICATION, OTHER DRAWINGS ANDJOB DIMENSIONS. ALL SHOP DRAWINGS SHALL BESUBMITTED TO THE DRAFTSPERSON, AND MANUFACTURESHALL NOT COMMENCE PRIOR TO THE RETURN OFINSPECTED SHOP DRAWINGS SIGNED BY DRAFTSPERSON. BY. DATE. DESCRIPTION.REV. SCALE.

DRAWN BY.

DATE.

36 MASON STREET NEWPORT, 3015

P. 9391 0023 E. dajvis@meraq.com.au

ABN. 85146959775

MERAQ PROJECTS

AS SHOWN

MERAQ BUILDING DESIGNERSJOB NO: 2015/011

CLIENT.GLOBAL BUILD GROUP - Orhan Bardan

PROJECT.2 UNIT DEVELOPMENTLOT2241 VIVID WAY,CRAIGIEBURN, VIC 3064

21/04/2016

#

W.I.R

UNIT 2

UNIT 1

RO

BE

RETREAT

ENS

ROBE ROBE

BATH

BED 3BED 2

BED 1

WC

BATH

BED 3

LINEN

RO

BE

W.I.R

ENS

BED 2

MASTER

AREA

M.H

M.H

2-WAYSWITCH

2-WAYSWITCH