single storey residence lot 13 barwon drive wandong …

GSPublisherVersion 0.40.100.100

atLOT 13 BARWONDRIVE WANDONG3758

G.J. GARDNER HUME© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OFG.J GARDNER HOMES & IS PROVIDED FOR THE USE ASDESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLEOR IN PART WITHOUT WRITTEN PERMISSION. ANYLANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVEPURPOSES ONLY AND DO NOT FORM PART OF ANYCONTRACT.

© COPYRIGHT EXCLUSIVE TO G.J. GARDNER HOMES

CUSTOMdrawing title

NOTES

A01 of A17project no. rev.400042 /

scaleAS SHOWNdateAUGUST 2020

drawn byMH

A3SINGLE STOREYRESIDENCE

clientKURT McDONALD & KARAHARVEY

proposed sheet size

dwg no

Pinnacle Home Builders PTY LTDT/A G.J. Gardner Homes Hume4/1-7 Sussex Court, Sunbury, VIC 3492p (03) 9740 2444w www.gjgardner.com.au

HOMESG.J. Gardner. date………………………………builder sign……………………………

rev. datedetails……..……..……..……..……..

……………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………..

………………………………………………………………………………………………

AT

LOT 13 BARWON DRIVE WANDONG 3758

SHEET No.A01A02A03A04A05A06A07A08A09A10A11A12A13A14A15A16A17

LAYOUT NAMENOTESEXISTING SITE PLANPROPOSED SITE PLANPROPOSED GROUND FLOOR PLANPROPOSED ELEVATIONSPROPOSED ELEVATIONSSECTIONSELECTRICAL PLAN LAYOUTSLAB LAYOUT PLANFLOOR COVERING PLANINTERNAL ELEVATIONS - JOINERYINTERNAL ELEVATIONS - JOINERYINTERNAL ELVATIONS - JOINERYINTERNAL ELEVATIONS - JOINERYINTERNAL ELEVATIONS - JOINERYMATERIALS & FINISHES SCHEDULE3D PERSPECTIVE

SCALE

1:10001:2001:1001:1001:1001:100, 1:201:1001:1001:1001:501:501:501:501:50

GENERAL NOTES FOR RESIDENTIAL WORKS (NCC 2019BCA Vol 2)

. All materials and work practices shall comply with, but not limited to theBuilding Regulations 2018, National Construction Code Series 2019Building 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 2019 Building Code of Australia Volume 2.

. All materials and construction practice shall meet the PerformanceRequirements of the BCA. Where an alternative solution is proposedthen, 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 speedof not more than N3; and

- NCC 2019 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 EnergyRating (HERS) report and shall be constructed in accordance with thestamped plans endorsed by the accredited Thermal PerformanceAssessor without alteration.

. Chimneys or flues shall extend 300mm above any part of a building withina horizontal distance of 3.6m.

. If the threshold sill of the doorway is greater than 190mm above thefinished surface of

. The ground to which the doorway opens, a landing shall be provided noless than the width of the door leaf.

. Smoke detecters shall be a 240v self contained smoke alarm orequivalent, connected to the consumer power mains in accordance withas 3786.

. The site shall be adequately fenced off during construction to preventpublic access.

. No part of the building shall project beyond the boundary line i.e.Including moulds, Architectural features and the like (footings, agi drains,ect).

. Rainwater heads, fascias, gutters, down pipes and the like within 450mmof the boundary shall be constructed of non combustable material.

. Openings in external walls within 900mm from the side facing boundaryrequire to be protected, i.e. Windows shall be fixed, fire rated windows noless than -/60/-.

. Exact location of water meter, gas meter, meter box, fuse box, hot waterunit, heating units to be determined on site with the relevant authorities.

. Window sizes nominated are nominal only. Actual size may varyaccording to manufacturer. Windows to be flashed all around. Where thebuilding (excludes a detached Class 10) is located in a termite prone areathe 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 braced where 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 thedurability requirements of Table 4.1 of AS 4773.1-2010 ‘Masonry in smallbuildings’ 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 structuraland all other consultants’ drawings / details and with any other writteninstructions issued in the course of the contract.

. Site plan measurements in metres – all other measurements inmillimetres unless 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.

LIGHTING NOTESLight fittings and switches generally to be equally spaced and centred or as indicated.

VENTILATION NOTESLaundries, bathrooms, ensuite and powder rooms that are not naturally ventilated,Shall be provided with mechanical ventilation, to national construction code series2019Building Code of Australia volume 2. And local government's ventilation code.

STAIR / STEP NOTES. 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 or R10 for

dry surface conditions and P4 or R11 for wet surface conditions, or a nosing strip witha slip-resistance classification of P3 for dry surface conditions and P4 for wet surfaceconditions.

. Provide barriers where change in level exceeds 1000mm above the surface beneathlandings, ramps and/or treads. Barriers (other than tensioned wire barriers) 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 less than125mm gap between, and - Any horizontal element within the barrier between 150mm and 760mm above the

floor must not facilitate climbing where changes in level exceeds 4000mm above thesurface beneath landings, ramps and/or treads. Wire barrier construction to complywith NCC 2019 BCA Part 3.9.2.3 for Class 1 and 10 Buildings and NCC 2019 BCAVolume 1 Part D2.16 for other Classes of Buildings.

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

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

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

. These plans have been prepared for the exclusive use by the Client for the purposeexpressly notified to the Designer. Any other person who uses or relies on these planswithout the Designer’s written consent does so at their own risk and no responsibilityis accepted by the Designer for such use and/or reliance.

. The Client and/or the Client’s Builder shall not modify or amend the plans without theknowledge and consent of except where a Registered Building Surveyor makes minornecessary changes to facilitate the Building Permit application and that such changesare promptly reported back to the designer

. The approval by this office of a substitute material, work practice, variation or the likeis not an authorisation for its use or a contract variation. All variations must beaccepted by all parties to the agreement and where applicable the Relevant BuildingSurveyor prior to implementing any variation.

STORMWATER 90 mm DIA. Class 6 UPVC stormwater line laid to a minimum grade of 1:100 and

connected to the legal point of stormwater discharge. Provide inspection openings at9000mm C/C and at each change of direction.The cover to underground stormwaterdrain shall be not less than

- 100mm under soil - 50mm under paved or concrete areas - 100mm under unreinforced concrete or paved driveways - 75mm under reinforced concrete driveways

GLAZING NOTESSafety glazing to be used in the following cases:- All rooms within 500mm vertical of floor- Within 500mm horizontal from bath / shower to shower doors, shower screens andbath enclosures- Within 2000mm vertical from floor level, within 500mm horizontal from bath / showerto shower doors, shower screens and bath enclosures- Within 1200mm vertical from floor level and/ or within 300mm vertical of trough- Within 300mm horizontal from the lower portion of all glazed doors.

ROOFING NOTESProvide corrosion protection for sheet roofing in accordance with BCA Table 3.5.1.1asuitable for an Environment Classification of [Insert environment classification].

MASONRY NOTESProvide wall ties to brickwork at max 600mm ctrs, in each direction & within 300mmOf articulation joints as per soil report & engineers computations.

SUBFLOOR NOTESSub floor ventilation openings in external and internal walls clearance between theunderside of bearers to finished ground level must conform with the relevant clausesof the building code of Australia 2010. Refer to soil report & Engineer's computations.

SINGLE STOREY RESIDENCE

CLIENT

KURT McDONALD & KARA HARVEY

PROPOSED

NOTE: THESE DRAWINGS ARE TO BE READ INCONJUNCTION WITH RELEVANT ASSOCIATED

DOCUMENTS.

NOTE: ALL DIMENSIONS TO BE CHECKED BYBUILDER & OR SUB-CONTRACTORS PRIOR TO

COMMENCEMENT OF WORKS. ANY DISCREPANCIESTO BE REPORTED IMMEDIATELY.

NOTE: DO NOT SCALE - DIMENSIONS TO TAKEPRECEDENCE OVER SCALED DIMENSIONS

N/A

N/AN/A

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CUSTOMdrawing title

EXISTING SITE PLAN



drawn byMH



proposed sheet size

dwg no



rev. datedetails……..……..……..……..……..

……………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………..

………………………………………………………………………………………………

22,0

0020

,000

54,000

41,56762,309

85,220

2,00

0

2,000

50,000

50,0

00

LOT 13 BARWON DRIVEWANDONG

VACANT BLOCKSITE AREA: 19986m2


VACANT BLOCK

2m W

IDE

EASE

MEN

T


VACANT BLOCK

BUILDINGENVELOPE


VACANT BLOCK

BARWON DRIVE

GROUP OF T

REES

GROUP OF TREES

GROUP OF TREES

POST AND W

IRE FE

NCE 1.2M

HT

POST AND WIRE FENCE 1.2M HT

POST AND WIRE FENCE 1.2M

HT

ELECTRICAL PIT

SERVICE CONNECTION

PRO

POSE

DSH

ED

PROPOSEDDRIVEWAY

FUTURE SHED BY OWNER, DATE TBC

OUTLINEOF PROPOSEDDWELLING

PROPOSEDCROSSOVER

AHD 98.00m

AHD 97.00m

AHD 96.00m

AHD 95.00m

AHD 100.00m

AHD 99.00m

E

S

123° 25'C.71.51mA.73.81m 98° 32' 20"112.99m

112° 33'c. 29.04mA.29.33mR.60m

174° 34' 30"

191.46

36° 4

1' 4

0"39

.61m

66° 48' 10"

113.28m

48° 0

8'70

.31m

TBC

TBC

TBC

TBC

TBC

TBC

SUBJECT SITE

1,000

ef

sd

DENOTES ARTICULATION JOINT INBRICKWORK @ 5000 MAX. SPACINGDENOTES 100mm UPVC SWD TO BECONNECTED TO LEGAL POINT OFDISCHARGE (LPOD)

DENOTES EXHAUST FAN,MECHANICAL VENTILATION TO BEDUCTED TO OUTSIDE AIR

DENOTES SMOKE ALARM HARDWIRED & INTERCONNECTED TOMAINS WITH BACKUP BATTERY

FINISHED FLOOR LEVEL (AHD)FINISHED GROUND LEVEL (AHD)

SLIDING DOOR

CAVITY SLIDING DOOR

BI-FOLD DOOR

REFRIGERATORREF

DISHWASHERDW

WALL OVENOV

OVERHEAD CUPBOARDSOHC

WASHING MACHINEWM

DRYERDRY

45L TROUGHTR

C/S

SL

BF

FFL

FGL

SURFACE DRAINNOT TO SCALE

Grade surface away from house for a minimum distanceof 1000mm at 1 in 20 minimum fall. Collect stormwater

with 115w x 95 d PVC channel or spoon drain and connectto stormwater system

DWELLING

NGLDRAIN FALL 1:20

LEGEND

NHW

HW

G

LB

HWS

MB

BIN

CL

RWT

LETTER BOX

NOTE:ALL DIMENSIONS, SITE LEVELS TO BE CHECKED BYBUILDER & SUB-CONTRACTORS PRIOR TOCOMMENCEMENT OF WORKS. DISCREPANCIES TO BEREPORTED IMMEDIATELY.

LAND FALL NOTE:LAND FALL CONTOURS SHOWN ON DRAWINGS AREAPPROXIMATE ONLY. BUILDER & CONCRETE SLAB /FOOTING CONTRACTOR TO VARIFY LAND FALL & FINISHFLOOR LEVEL BEFORE ANY WORK COMMENCES.

HOT WATER SERVICE

SITE NOTESREFER TO PLAN OF SURVEY FOR LOCATION OF CONTOURINTERVALS, BOUNDARIES, FENCES, SURFACE PITS, VALVECOVERS ECT.

LEVELS ARE TO AHD.

NO DIRECT KNOWLEDGE IS CLAIMED OF THE LOCATIONOF UNDERGROUND SERVICES.

PRIOR TO ANY EXCAVATION OR CONSTRUCTION, THERELEVANT AUTHORITY SHOULD BE CONTACTED TOLOCATE 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/DEMOLITION OWNERS OFADJOINING PROPERTY MUST BE CONSULTED PRIOR TOREMOVING/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 OF DISCHARGEAS DIRECTED BY LOCAL COUNCIL & AS PER APPROVEDDRAINAGE PLAN

SITE TO BE DRAINED TO THE SATISFACTION OF THEBUILDING SURVEYOR.

CONNECT 100mm DWV STORMWATER DRAIN AT1:100 MIN. FALL, WITH INSPECTION OPENINGS AT 9M MAX.CTRS. AND AT CHANGE OF DIRECTION UNLESS NOTEDOTHERWISE.

DOWNPIPES LAYOUT MAY VARY ON SITE SHOULD THERELEVANT BUILDING SURVEYOR/COUNCIL REQUIRE IT.

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 RELEVANT AUTHORITYAPPROVAL AND TO APPROVED DISCHARGE POINT. FINALSEWER PIPE LAYOUT MAY BE ALTERED IF REQUIRED BYRELEVANT SEWER 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 PRIOR TOCONSTRUCTION BY THE BUILDER / OR SUB-CONTRACTORS.

LEGAL POINT OF DISCHARGE STORM WATER TO BECONNECTED TO LEGAL POINT OF DISCHARGE AS PERLOCAL COUNCIL REQUIREMENTS

DP

RUBBISH / RECYCLE BINHABITAL WINDOWNON HABITAL WINDOWGAS METERCLOTHES LINERAIN WATER TANK

METER BOX

GAS HEATERGH

NOTE: ALL DIMENSIONS TO BE CHECKED BYBUILDER & SUB-CONTRACTORS PRIOR TOCOMMENCEMENT OF WORKS. DISCREPENCIESTO BE REPORTED IMMEDIATELY.

DENOTES 90mm DIA. DOWNPIPE TOBE CONNECTED TO STORMWATERDRAINAGE LAYOUT

SWD

C CUPBOARD

A02 1:500EXISTING SITE PLAN01

AJ

- ALL MECHANICAL VENTILATION TO BEPROVIDED IN ACCORDANCE WITH BCACLAUSE 3.8.7.3. (MINIMUM FLOW RATES: 25L/SFOR ALL BATHROOMS / SANITARYCOMPARTMENTS & 40L/S FOR LAUNDRY) ANDVENTED IN ACCORDANCE WITH BCA CLAUSE3.8.7.3 (DIRECTLY OR VIA A SHAFT OR DUCT TOOUTSIDE AIR) OR VENTED TO ROOF SPACE INACCORDANCE WITH BCA CLAUSE 3.8.7.4.

GRADE SURFACE AWAY FROM HOUSE TO FALL MINIMUM 1 IN 20 FOR AMINIMUM DISTANCE OF 1000mm

DEVELOPMENT SCHEDULE

TOTAL SITE AREA 19,986.92m2

PROPOSED DWELLING LIVING

PERMEABLE GARDEN AREA PROVIDED

PERMEABLE GARDEN AREA REQUIRED

236.49m2

18,964.33 94.88%

30.00%5,996.08m2

37.72m2

PROPOSED PORCH 3.78m2

PROPOSED CARPORT

TOTAL PROPOSED 319.66m2

PROPOSED DRIVE 702.94m2

TOTAL IMPERMEABLE AREA 1022.59m2

PROPOSED ALFRESCO 41.61m2

5.11%

This co

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CUSTOMdrawing title

PROPOSED SITE PLAN



drawn byMH



proposed sheet size

dwg no



rev. datedetails……..……..……..……..……..

……………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………..

………………………………………………………………………………………………

6,085

78,878 TO BOUNDARY

87,179 TO BOUNDARY

20,0

00 T

O B

OU

ND

ARY

54,000 TO BOUNDARY

22,0

00 T

O B

OU

ND

ARY

56,000 TO BOUNDARY

1,500 (RETAINING WALL TO SLAB)

1,80

0 (R

ETAI

NIN

G

WAL

L TO

SLA

B)

SERVICE CONNECTION

BUILDINGENVELOPE

PROPOSED DRIVEWAY

PROPOSEDCROSSOVER

DP

DP

DP

DPDP

DPDP

DP

DP

PROPOSEDDRIVEWAY

AHD 98.00m

AHD 97.00m

AHD 100.00m

AHD 99.00m

AHD 96.00m

AGI DRAIN TBC

AGI GRATE DRAIN

RETAINING WALLCUT

RETAINING WALL

RETA

ININ

G W

ALL

TITLE BOUNDARY

S

AHD 97.00m

AHD 96.00m

BUIL

DIN

G E

NVE

LOPE

SITE CUT SHOWNHATCHED FILL

GAS

HWS

HWS

98° 32' 20"112.99m

98° 32' 20"112.99m

TBC

TBC

PROPOSED DWELLING

DOUBLE CARPORT

25O

25O

25O

25O

25O25O

25O

25O

25O

25O

25O

25O

25O

25O

25O

25O

FFL AHD 97.0m

FFL AHD 96.914

TAP

1,000

ef

sd

DENOTES ARTICULATION JOINT INBRICKWORK @ 5000 MAX. SPACINGDENOTES 100mm UPVC SWD TO BECONNECTED TO LEGAL POINT OFDISCHARGE (LPOD)

DENOTES EXHAUST FAN,MECHANICAL VENTILATION TO BEDUCTED TO OUTSIDE AIR

DENOTES SMOKE ALARM HARDWIRED & INTERCONNECTED TOMAINS WITH BACKUP BATTERY

FINISHED FLOOR LEVEL (AHD)FINISHED GROUND LEVEL (AHD)

SLIDING DOOR

CAVITY SLIDING DOOR

BI-FOLD DOOR

REFRIGERATORREF

DISHWASHERDW

WALL OVENOV

OVERHEAD CUPBOARDSOHC

WASHING MACHINEWM

DRYERDRY

45L TROUGHTR

C/S

SL

BF

FFL

FGL

SURFACE DRAINNOT TO SCALE

Grade surface away from house for aminimum distanceof 1000mm at 1 in 20 minimum fall.Collect stormwaterwith 115w x 95 d PVC channel orspoon drain and connectto stormwater system

DWELLING

NGLDRAIN FALL 1:20

LEGEND

NHW

HW

G

LB

HWS

MB

BIN

CL

RWT

LETTER BOX

NOTE:ALL DIMENSIONS, SITE LEVELS TO BE CHECKED BYBUILDER & SUB-CONTRACTORS PRIOR TOCOMMENCEMENT OF WORKS. DISCREPANCIES TO BEREPORTED IMMEDIATELY.

LAND FALL NOTE:LAND FALL CONTOURS SHOWN ON DRAWINGS AREAPPROXIMATE ONLY. BUILDER & CONCRETE SLAB /FOOTING CONTRACTOR TO VARIFY LAND FALL & FINISHFLOOR LEVEL BEFORE ANY WORK COMMENCES.

HOT WATER SERVICE

SITE NOTESREFER TO PLAN OF SURVEY FOR LOCATION OF CONTOURINTERVALS, BOUNDARIES, FENCES, SURFACE PITS, VALVECOVERS ECT.

LEVELS ARE TO AHD.

NO DIRECT KNOWLEDGE IS CLAIMED OF THE LOCATIONOF UNDERGROUND SERVICES.

PRIOR TO ANY EXCAVATION OR CONSTRUCTION, THERELEVANT AUTHORITY SHOULD BE CONTACTED TOLOCATE 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/DEMOLITION OWNERS OFADJOINING PROPERTY MUST BE CONSULTED PRIOR TOREMOVING/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 OF DISCHARGEAS DIRECTED BY LOCAL COUNCIL & AS PER APPROVEDDRAINAGE PLAN

SITE TO BE DRAINED TO THE SATISFACTION OF THEBUILDING SURVEYOR.

CONNECT 100mm DWV STORMWATER DRAIN AT1:100 MIN. FALL, WITH INSPECTION OPENINGS AT 9M MAX.CTRS. AND AT CHANGE OF DIRECTION UNLESS NOTEDOTHERWISE.

DOWNPIPES LAYOUT MAY VARY ON SITE SHOULD THERELEVANT BUILDING SURVEYOR/COUNCIL REQUIRE IT.

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 RELEVANT AUTHORITYAPPROVAL AND TO APPROVED DISCHARGE POINT. FINALSEWER PIPE LAYOUT MAY BE ALTERED IF REQUIRED BYRELEVANT SEWER 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 PRIOR TOCONSTRUCTION BY THE BUILDER / OR SUB-CONTRACTORS.

LEGAL POINT OF DISCHARGE STORM WATER TO BECONNECTED TO LEGAL POINT OF DISCHARGE AS PERLOCAL COUNCIL REQUIREMENTS

DP

RUBBISH / RECYCLE BINHABITAL WINDOWNON HABITAL WINDOWGAS METERCLOTHES LINERAIN WATER TANK

METER BOX

GAS HEATERGH

NOTE: ALL DIMENSIONS TO BE CHECKED BYBUILDER & SUB-CONTRACTORS PRIOR TOCOMMENCEMENT OF WORKS. DISCREPENCIESTO BE REPORTED IMMEDIATELY.

DENOTES 90mm DIA. DOWNPIPE TOBE CONNECTED TO STORMWATERDRAINAGE LAYOUT

SWD

C CUPBOARD

A03 1:200PROPOSED SITE PLAN02

AJ

- ALL MECHANICAL VENTILATION TO BEPROVIDED IN ACCORDANCE WITH BCACLAUSE 3.8.7.3. (MINIMUM FLOW RATES: 25L/SFOR ALL BATHROOMS / SANITARYCOMPARTMENTS & 40L/S FOR LAUNDRY) ANDVENTED IN ACCORDANCE WITH BCA CLAUSE3.8.7.3 (DIRECTLY OR VIA A SHAFT OR DUCT TOOUTSIDE AIR) OR VENTED TO ROOF SPACE INACCORDANCE WITH BCA CLAUSE 3.8.7.4.

GRADE SURFACE AWAY FROM HOUSE TO FALL MINIMUM 1 IN 20 FOR AMINIMUM DISTANCE OF 1000mm

DEVELOPMENT SCHEDULE

TOTAL SITE AREA 19,986.92m2

PROPOSED DWELLING LIVING

PERMEABLE GARDEN AREA PROVIDED

PERMEABLE GARDEN AREA REQUIRED

236.49m2

18,964.33 94.88%

30.00%5,996.08m2

37.72m2

PROPOSED PORCH 3.78m2

PROPOSED CARPORT

TOTAL PROPOSED 319.66m2

PROPOSED DRIVE 702.94m2

TOTAL IMPERMEABLE AREA 1022.59m2

PROPOSED ALFRESCO 41.61m2

5.11%

This co

pied d

ocum

ent is

mad

e ava

ilable

for th

e sole

purpo

se

of en

ablin

g its

cons

iderat

ion & re

view as

part o

f a pl

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This do

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CUSTOMdrawing title

PROPOSED GROUND FLOOR PLAN



drawn byMH



proposed sheet size

dwg no



rev. datedetails……..……..……..……..……..

……………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………..

………………………………………………………………………………………………

600

600

600

350

350 450

450

600 1,450 600300

300

300

1,10

03,

000

820

600

500

520

500 350

17,5

10

1,50

05,

490

3,93

05,

750

840

900

590

5,50

01,

920

901,

680

240

110

370

120

2,39

511

037

011

02,

505

240

6,26

024

02,

940

350

1,15

024

04,

400

901,

450

9011

0 905,

520

240

2,59

035

084

0

25,230

6,440 3,500 8,320 6,970

350 5,740 350 3,500 350 1,560 6,520 130 3,200 90 3,330 110

5,240 850 240 3,760 90 1,820FOYER

90 1,900ROBE

90 1,010 90 3,230 90 1,500ROBE

901,610

901,210 90 1,900

ROBE240

25,230

5,270 6,910

950 4,320 350 6,210 350

2,850 12,180 5,770 4,430

10,2

303,

500

3,78

0

240 2,760 90 2,040 110 850110

1,160 90 2,640CAVITY

90 1,30090

1,50090

1,630 90

240 11,700 240

240 3,950 240

90 1,300 90 2,130 90 1,000 90 1,920 90 2,860 90 1,110 90 3,950 240

17,5

10

130

3,60

090

51090

1,50

090

3,87

024

03,

500

2,59

01,

190

240

3,10

090

51090

1,08

090

3,00

024

01,

790

1,07

024

03,

800

901,

410

901,

500

240

9051

0901,

080

9051

09099

090

1,00

090

5,52

024

0

130

2,77

090

510

LIN

EN

90

2,08

0ST

UD

Y N

OO

K90

90 1,920 90 920 90 1,850 90 5,150 240

75

75940

W16 W15 W14 W13

W12

W11

W10

W08 W09W06 W07

W05

W02

W22

W19

W18

W17

W01

D02

D04

D01

D03

W03W03

W20

W21

DOUBLE CARPORT

FOYER

PORCH

KITCHEN

LOUNGE / MEDIA

FAMILY

ALFRESCO

LAUNDRY

DINING

ROBE ROBE

ROBE

LINEN

ACTIVITY

BED 4 BED 3 BED 2

WIR

BED 1

ENSUITE

1500 x 750BATH

820

820

820

820

820

820

720

720 720

720

720

820

2x72

0

OVE

NRA

NGE

HOO

D

WM

BUTLERSPANTRY

SEAT

S30

0mm

OVE

RHAN

G

BARFRIDGE REF

PANTRY

FREEZER

OHC

OHC

LINEN STUDYNOOK820

820

SHR BASE900 x 900

SHR BASE920 x 1410

1220

DP

DP

DP

DP

DP

DP

DP

DP

DP

VoidFREEZER

BR

FIREPLACEULTIMATE SUPREME

INSTALLATION AS PERMANUF. GUIDELINES

OHCCPD

OHC

BATHPWDR

GAS

HWS

BEAM OVER. REFER TO ENG. DETAILS TAP

TAP

BEAM

OVE

R. R

EFER

TO E

NG. D

ETAI

LS

POSTS INSIDE BRICK PIERS.REFER TO ENG. DETAILS

POST

.REF

ER T

OEN

G. D

ETAI

LSFFL AHD 97.0m

FFL AHD 96.914

FFL AHD 96.914

FFL AHD96.914

up to 600up to 1800up to 2100up to 3000

MATERIAL

MS FLATMS ANGLEMS ANGLEMS ANGLE

SIZE OPENINGS

100 x 10100 x 100 (horiz) x6100 x 100 (horiz) x8150 x 100 (horiz) x10

CONCRETE NOTES:ALL CONCRETE FOOTING AND SLAB WORKS SHALLCOMPLY WITH A.S 2870.1-2011 "RESIDENTIAL SLABS AND FOOTINGS" PART 1:CONSTRUCTION IN THE ABSENCE OF ENGINEER'SDRAWINGS OR COMPUTATIONS

EXCAVATION NOTES:EXCAVATE FOOTINGS AND DRAINS AS SHOWN. KEEPEXCAVATIONS DRY AND BACKFILL WITH APPROVEDMATERIALS FREE OF ANY BUILDING DEBRIS

BRICK NOTES:COMPLY WITH A.S 3700 MASONRY IN BUILDINGS AND A.S2904DAMP PROOF COURSES AND FLASHING. USE BRICK ASSELECTED AND M3 (1:1:6) MORTER.USE FACE FIXINGCAVITY TIES TO AVOID HOLES IN FOIL INSULATIONMATERIAL. STEEL LINTELS TO EACH 110 BRICK SKINOVERALL OPENINGS NOTOTHERWISE SPECIFIED (ALL EXTERNAL LINTELS TO BEHOT DIP GALVANISED):PROVIDE WALL TIES TO BRICKWORKAT MAX 600MM CTRS, IN EACH DIRECTION & WITHIN 300MMOF ARTICULATION JOINTS OR AS PER SOIL REPORT &ENGINEERS COMPUTATIONS.

NOTE: DIMENSIONS ON DRAWINGS ARE MEASURED TO THE STRUCTURAL TIMBERFRAME & DO NOT INDICATE THE FINISHED ROOM SIZE OR CEILING HEIGHT.ALLOWANCES OF UP TO & EVEN GREATER THAN 40mm FOR FINISHED ROOM SIZESMEASURED FROM PLASTERBOARD TO PLASTERBOARD. FINSIHED ROOM SIZESMEASURED FROM SKIRTING TO SKIRTING WITH ALLOWANCES OF UP TO & EVENGREATER THAN 80mm. CEILING HEIGHTS ARE MEASURED FROM THE CONCRETE SLABTO THE TIMBER TRUSS WITH ALLOWANCES OF UP TO 60mm FOR THE FINISHED CEILINGHEIGHT.

ALL INTERNAL DOORS INCLUDING CAVITY SLIDERS2340mm. LIFT OFF / REMOVABLE HINGES IF CENTREOF THRESHOLD IS LESS THAN 1.2M FROM FRONTEDGE OF SANITY FITTINGS

TIMBER FRAMING NOTE

ALL WORKS TO BE CARRIED OUT IN STRICT ACCORDANCE WITHA.S 1684 "TIMBER FRAMING CODE" AND SUPPLEMENTARYTABLES. 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 PLASTERBOARD,WET AREAS "HARDIES" VILLABOARD 6MM THICK*STUDS @ MORE THAN 1500MM WIDE TO BE 90X90 F5 PINE

TILE / WET AREA NOTETHE WALLS OF SANITARY COMPARTMENTS (KITCHEN, LAUNDRY,WC, BATH, EN'S) SHALL BE FINISHED WITH FULLY COMPRESSEDFIBRE CEMENT, WATERPROOF RENDER, CERAMIC TILE OROTHER IMPERVIOUS FINISHES

A04 1:100PROPOSED GROUND FLOOR PLAN03

PROVIDE 150 MM MIN.END BEARING TO ALL LINTELS(UP TO 2100), OPENINGS GREATER THAN 2100MM, 200MIN. END BEARING

MASONRY NOTEALL MASONRY TO BE IN ACCORDANCE WITH BCA2019 PARTS 3.3.1 & 3.3.2.ALL SARKING TO BE INSTALLED IN ACCORDANCEWITH AS 4200.1.

PROVIDE MASONRY CONTROL JOINTS ASRECOMMENDED BY SOIL TEST REPORT AND INSTRICT ACCORDANCE WITH TECHNICAL NOTE CN9OF CEMENT AND CONCRETE ASSOCIATION OFAUSTRALIA MASONRY CONTROL JOINTS TO BECONSTRUCTED AT 6.0M SPACINGS (MAX.) ANDPREFERABLY LOCATED BEHIND DOWNPIPES ANDBESIDE FULL HEIGHT OPENINGS IN ACCORDANCEWITH TN61 OF THE CEMENT AND CONCRETEASSOCIATION

STORMWATER NOTESTORMWATER DRAINS TO BE 100MMDIAMETER DWV WITH 1 IN 100 MIN. FALLTO LEGAL POINT OF DISCHARGE ASPER LOCAL COUNCIL REQUIREMENTSAND TO THE SATISFACTION OF THEENGINEER. INSTALL INSPECTIONOPENINGS AT EACH CHANGE OFDIRECTION AND AT 9.0M MAX. SPACINGSTO STRAIGHT RUNS. ALL STORMWATERTO COMPLY WITH A.S. 3500 AND PART3.1.2 OF THE B.C.A. – 2011

GLAZING NOTESAFETY GLAZING TO BE USED IN THE FOLLOWING CASES: - ALL ROOMS - WITHIN 500MM VERTICAL FROM FLOOR - BATHROOMS - WITHIN 2000MM VERTICAL FROM BATH BASE - LAUNDRY - WITHIN 1200MM VERTICAL FROM FLOOR AND/OR WITHIN 300MM VERTICALOF TROUGH - DOORWAY WITHIN 300MM HORIZONTAL FROM ALL DOORS - ENSUITE AS PER BATHROOM - SHOWER SCREENS SHALL BE GRADE A SAFETY GLASS

PLASTER NOTEPROVIDE 10MM THICK PLASTERBOARD TO WALLS AND 13MMTHICK PLASTERBOARD TO CEILINGS.ALL WET AREAS SHALL HAVE AN APPROVED 10MMTHICK WR PLASTER'D OR "HARDIES"VILLABOARD INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONAND SPECIFICATIONS

TILE / WET AREA NOTETHE WALLS OF SANITARY COMPARTMENTS (KITCHEN, LAUNDRY, WC, BATH, EN'S) SHALLBE FINISHED WITH FULLY COMPRESSED FIBRE CEMENT, WATERPROOF RENDER,CERAMIC TILE OR OTHER IMPERVIOUS FINISHES

DOWNPIPE NOTEDOWNPIPES - MINIMUM 100MM X 50MMBOX GUTTERS - MINIMUM 300MM X 75MM

GENERAL LEGENDREFER TO SITE PLAN FOR LEGENDAREA ANALYSISFLOOR AREASLIVING 236.49 m²CARPORT 37.72 m²

TOTAL 319.66m²

PORCH 3.76 m²ALFRESCO 41.61 m²

This co

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CUSTOMdrawing title

PROPOSED ELEVATIONS



drawn byMH



proposed sheet size

dwg no



rev. datedetails……..……..……..……..……..

……………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………..

………………………………………………………………………………………………

1,11

8

430

2,750 1,000 1,000

1,01

02,58

6

2,47

2

03

01

0505 0503 0303

04

04 05

0201 0402

W12 W13 W14 W15 W16 D02W19

08

N.G.L. SITE CUT SHOWNHATCHED FILL

N.G.L.

F.G.L.

N.G.L.

5,62

7 TO

N.G

.L.

2,40

0

F.L.

C.L.

ALFRESCO SLAB86mm

STEPDOWN

DP DPDP DP DP

F

FF

FFF

FF

3,30

0

1,21

8

741

402

0102

01 02 04

04

03 05 05 05 05

D04

W01 W02

D01

W05 W06 W07 W08 W09

01 02 0406

07

08

08

N.G.L. CARPORT


N.G.L.

N.G.L.N.G.L.F.G.L.

5,62

3 TO

N.G

.L.

2,40

02,

586

F.L.

C.L.

PORCH SLAB86mm STEPDOWN

DPDP

DP

FFFFFFFFF

CARPORT SLAB86mm STEPDOWN

A05 1:100NORTH ELEVATION04

A05 1:100SOUTH ELEVATION05

ELEVATION LEGENDF

C.L.F.L.

FIXED WINDOW

F.F.L.

SLIDING WINDOWAWNING WINDOW/ DOORCASEMENT WINDOW/ DOORCEILING LEVELFLOOR LEVEL

N.G.L.FINISHED FLOOR LEVELNATURAL GROUND LEVELARTICULATION JOINTSMAXIMUM EVERY 6 METRESDOWNPIPES MAXIMUM EVERY12 METRESRAINHEAD

EXTERNAL FINISHES SCHEDULE:

TAG No. DESCRIPTION

0102030405

SELECTED CORRUGATED IRON ROOF @ 25° PITCH w/. 450mm EAVE

COLORBOND EAVES GUTTER & FASCIA SYSTEM

SELECTED FACE BRICK

06ALUMINIUM FRAMED WINDOWS / DOORS - BRICK

90mmØ DOWNPIPES, CONNECTED TO STORMWATER SYSTEM

REFER TO MATERIALS & FINISHES SCHEDULE FOR COLOUR BOARD

SELECTED CLADDING

07 SELECTED RENDER

08 TIMBER POSTS

DP

RH

This co

pied d

ocum

ent is

mad

e ava

ilable

for th

e sole

purpo

se

of en

ablin

g its

cons

iderat

ion & re

view as

part o

f a pl

annin

g

proce

ss un

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e Plan

ning a

nd Env

ironm

ent A

ct 19

87.

This do

cumen

t mus

t not

be us

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r any

purpo

se w

hich m

ay

breac

h any

copy

right.





CUSTOMdrawing title

PROPOSED ELEVATIONS



drawn byMH



proposed sheet size

dwg no



rev. datedetails……..……..……..……..……..

……………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………..

………………………………………………………………………………………………

661

869

200

568

3,35

5

480

04 02 01

03

04

05

03 03

01

08

W11

W18

W10

N.G.L.

ALFRESCO


F.G.L.

N.G.L.

N.G.L.

N.G.L.F.G.L.

F.G.L.

N.G.L.

F.G.L.

SITE FILL SHOWNHATCHED

5,99

0 TO

N.G

.L.

2,40

02,

586

F.L.

C.L.

DPDPDPDP

FF

F

ALFRESCO SLAB86mm STEPDOWN

900

1,15

8

686

443

D03

W22

02

04 03 05 05 03

01 0601

W20

08

0808

N.G.L.

CARPORTALFRESCO


GRADED DRIVEWAY

5,62

7 TO

N.G

.L.

2,40

02,

586 3,36

14,

951

F.L.

C.L.

F

CARPORT SLAB86mm STEPDOWN

DP

DP

DP

ALFRESCO SLAB86mm STEPDOWN

F

No.W01

W02

W03

W05

W06

W07

W08

W09

W10

W11

W12

W13

W14

W15

W16

W17

W18

W19

W20

W21

W22

FRAME TYPEALUMINIUM

ALUMINIUM

ALUMINIUM

ALUMINIUM

ALUMINIUM

ALUMINIUM

ALUMINIUM

ALUMINIUM

ALUMINIUM

ALUMINIUM

ALUMINIUM

ALUMINIUM

ALUMINIUM

ALUMINIUM

ALUMINIUM

ALUMINIUM

ALUMINIUM

ALUMINIUM

ALUMINIUM

ALUMINIUM

ALUMINIUM

HEIGHT (h)1,860

1,860

1,860

1,860

1,860

1,860

1,860

1,860

670

1,860

1,520

1,860

1,090

1,090

1,090

1,860

1,860

982

600

1,200

1,200

WIDTH (w)670

670

670

920

670

670

670

670

1,860

670

2,470

670

620

620

1,270

670

670

2,295

1,090

670

620

U-VALUETBC

TBC

TBC

TBC

TBC

TBC

TBC

TBC

TBC

TBC

TBC

TBC

TBC

TBC

TBC

TBC

TBC

TBC

TBC

TBC

TBC

SHGCTBC

TBC

TBC

TBC

TBC

TBC

TBC

TBC

TBC

TBC

TBC

TBC

TBC

TBC

TBC

TBC

TBC

TBC

TBC

TBC

TBC

GLAZING TYPEDOUBLE GLAZED

DOUBLE GLAZED

DOUBLE GLAZED

DOUBLE GLAZED

DOUBLE GLAZED

DOUBLE GLAZED

DOUBLE GLAZED

DOUBLE GLAZED

DOUBLE GLAZED

DOUBLE GLAZED

DOUBLE GLAZED

DOUBLE GLAZED

SINGLE GLAZED

SINGLE GLAZED

SINGLE GLAZED

DOUBLE GLAZED

DOUBLE GLAZED

DOUBLE GLAZED

DOUBLE GLAZED

SINGLE GLAZED

SINGLE GLAZED

No.D01

D02

D03

D04

DESCRIPTIONENTRY DOOR - SOLID TIMBER

SLIDING DOOR

LAUNDRY DOOR - ALUMINIUM

GARAGE DOOR - ALUMINIUM

FRAME TYPE---

ALUMINIUM

---

---

HEIGHT (h)2,100

2,175

2,100

2,100

WIDTH (w)1,220

4,720

820

720

U-VALUE---

N/A

---

---

SHGC---

N/A

---

---

GLAZING TYPE---

DOUBLE GLAZED

---

---

1:100EAST ELEVATION07

A06 1:100WEST ELEVATION06

A06

DOOR SCHEDULE

WINDOW SCHEDULE

ELEVATION LEGENDF

C.L.F.L.

FIXED WINDOW

F.F.L.

SLIDING WINDOWAWNING WINDOW/ DOORCASEMENT WINDOW/ DOORCEILING LEVELFLOOR LEVEL

N.G.L.FINISHED FLOOR LEVELNATURAL GROUND LEVELARTICULATION JOINTSMAXIMUM EVERY 6 METRESDOWNPIPES MAXIMUM EVERY12 METRESRAINHEAD

EXTERNAL FINISHES SCHEDULE:

TAG No. DESCRIPTION

0102030405

SELECTED CORRUGATED IRON ROOF @ 25° PITCH w/. 450mm EAVE

COLORBOND EAVES GUTTER & FASCIA SYSTEM

SELECTED FACE BRICK

06ALUMINIUM FRAMED WINDOWS / DOORS - BRICK

90mmØ DOWNPIPES, CONNECTED TO STORMWATER SYSTEM

REFER TO MATERIALS & FINISHES SCHEDULE FOR COLOUR BOARD

SELECTED CLADDING

07 SELECTED RENDER

08 TIMBER POSTS

DP

RH

This co

pied d

ocum

ent is

mad

e ava

ilable

for th

e sole

purpo

se

of en

ablin

g its

cons

iderat

ion & re

view as

part o

f a pl

annin

g

proce

ss un

der th

e Plan

ning a

nd Env

ironm

ent A

ct 19

87.

This do

cumen

t mus

t not

be us

ed fo

r any

purpo

se w

hich m

ay

breac

h any

copy

right.





CUSTOMdrawing title

SECTIONS



drawn byMH



proposed sheet size

dwg no



rev. datedetails……..……..……..……..……..

……………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………..

………………………………………………………………………………………………

3,30

0

86

2,40

03,30

0

COLORBOND EAVES GUTTER @ min. 1:500 FALLFIXED TO COLORBOND METAL FASCIA

BEAM TO ENGs DESIGNAND SPECIFICATIONS

SELECTED CORRUGATED IRON ROOF @ 25°PITCH. PROVIDE 45 x 70 MGP10 KD PINE ROOF

BATTENS @ 450 CTS

6.0mm JAMES HARDIE 'VILLABOARD' EAVESLINING (OR SIMILAR) ON 35 x 70 MGP10

BATTENS @ 450 CTS, PAINT FINISH

DEEP EDGE REBATE - PROVIDE CAVITYFLASHING, TURN UP A MIN. 150mm.WEEPHOLES @ 1000 MAX. CTS (TYP)

FOIL BACKED SISALATION / VAPOUR BARRIERUNDER ROOF SHEETS (TYP) INSTALLED TO

MANUFACTURERS SPECIFICATION. ALL SARKING TOBE INSTALLED IN ACCORDANCE WITH AS 4200.1.

ROOF TRUSS @ 900 CTS TIE-DOWNS &BRACING TO MANUF. SPECIFICATION.BUILDER TO PROVIDE TRUSS DESIGN &COMPs TO RBS

SELECTED CORRUGATED IRON ROOF @ 25°PITCH. PROVIDE 45 x 70 MGP10 KD PINE ROOFBATTENS @ 450 CTS

POWDERCOATED ALUMINIUM FRAMED WINDOWS,REFER TO SCHEDULES FOR SIZES & ENERGYRATING REQUIREMENTS

ALL INSULATION IN ACCORDANCE WITHENERGY REPORT. ALL SARKING TO BE

INSTALLED IN ACCORDANCE WITH AS 4200.1.

N.G.L.

FL-TBC

LOUNGE / MEDIACARPORT PORCH BED 4BED 4 ACTIVITY BED 3 BED 4

TRUSS SHOWN AS INDICATIVE ONLY. REFER TOTRUSS MANUFACTURERS DESIGN & SPECIFICATIONS

5,62

7 TO

N.G

.L.

862,

400

CONCRETE WAFFLE SLAB,REFER TO ENGs DESIGN & DETAILS

PORCH SLAB,PROVIDE 1:100 FALL

REFER TO ENGs DESIGN & DETAILS

CONCRETE SLAB,REFER TO ENGs DESIGN & DETAILS

F.L.

C.L.

CARPORT F.L. F.L.

C.L.

C.L.

A07 1:100SECTION A-A08

REFER TO ENGINEERS SPECIFICATIONS AND COMPUTATIONS FORDESIGN AND LOCATION OF STRUCTURAL SUPPORT BEAMS ANDLINTELS

PROVIDE WEEP HOLES EVERY 4TH PERPENDICULAR OR MAX.1200MM MAX IMMEDIATLY ABOVE DPC

THE THRESHOLD OF A DOORWAY MUST NOT INCORPORATE STEPOR RAMP AT DOOR LEAF UNLESS THE DOOR SILL IS NOT MORETHAN 190MM ABOVE FINISHED SURFACE OF THE GROUND,BALCONY OR THE LIKE TO WHICH THE DOORWAY OPENS

ROOF TRUSSES NOT TO BE ORDERED UNTIL AFTER A SITEMEASEURE OF EXTERNAL WALLS

GROUND MUST BE GRADED AWAY FROM EXTERNAL WALLS, ANDSURFACE WATER PROPERLY DRAINED BY MEANS OF SURFACECUT / - OFF DRAINS CONNECTED INTO SWD VIA SILT PITS

WINDOWS SIZES AND STYLES ARE NOMINAL ONLY & AREMEASURED INTERNALLY BETWEEN REVEALS. ACTUAL WINDOWSIZES MAY VARY DEPENDING ON THEMANUFACTURERS STANDARDS. THE OWNER IS TO CONFIRM THESIZES WITH THE BUILDER'S WINDOW MANUFACTURER PRIOR TOCOMMENCEMENT. WINDOWS TO BE FLASHED AS REQUIRED ALLWINDOWS ARE TO BE IN ACCORDANCE WITH A.S. 1288

ALL WINDOWS & EXTERNAL DOORS SHALL BE WEATHER STRIPPEDFOR THEIR ENTIRETY, ALL GLAZING TO COMPLY WITH AS 1288 & AS2047, WINDOWS WITH THE SAME U-VALUE & SHGC VALUES ASOUTLINED ON ENERGY REPORT SHALL BE USED ON SITE

INTERNAL DOORS TO BE 2340 H

WINDOWS & DOORS

DIMENSIONS ON DRAWINGS ARE MEASURED TO THESTRUCTURAL TIMBER FRAME & DO NOT INDICATE THE FINISHEDROOM SIZE OR CEILING HEIGHT. ALLOWANCES OF UP TO & EVENGREATER THAN 40mm FOR FINISHED ROOM SIZES MEASUREDFROM PLASTERBOARD TO PLASTERBOARD. FINSIHED ROOMSIZES MEASURED FROM SKIRTING TO SKIRTING WITHALLOWANCES OF UP TO & EVEN GREATER THAN 80mm. CEILINGHEIGHTS ARE MEASURED FROM THE CONCRETE SLAB TO THETIMBER TRUSS WITH ALLOWANCES OF UP TO 60mm FOR THEFINISHED CEILING HEIGHT

FRAMING SPECIFICATIONSROOFTRUSS ROOF AS PER TRUSS MANUFACTURERS DESIGN.MATERIAL: CORRUGATED IRON SHEETWIND CLASIFICATION: N2ROOF LOAD WIDTH (RLW): MAXIMUM. 4700

WALL STUDSCOMMON STUDS SUPPORTING SINGLE STOREY LOAD BEARINGWALLS @ 450CTRS. NOTCHED AT MAX. 20mm FOR BRACING -RLW 5500.

CEILINGUp to 2700 90 x 35 MGP102700 to 3600 90 x 35 MGP12

JAMB STUDSRLW VALUE: 4500 CEILING: 2700 max.OPENING SPAN: SIZE: MATERIAL0 - 1500 90 x 35 MGP101500 - 2000 90 x 45 MGP102000 - 3800 2/90 x 35 MGP10

RLW VALUE: 6000 CEILING: up to 3600OPENING SPAN: SIZE: MATERIAL:0 - 900 90 x 35 MGP12900 - 1300 90 x 45 MGP121300 - 2500 2/90 x 45 MGP122500 - 3400 2/90 x 35 MGP12

PROVIDE DOUBLE STUD NAIL LAMINATED TOGETHER WITH 3.8Ø

NAILS AT 200mm CENTRES AT THE SIDES OF OPENINGS GREATERTHAN 1100mm. ONE STUD SHALL BE FULL HEIGHT AND NOTNOTCHED, HOWEVER, THE OTHER MAY BE NEATLY NOTCHED TOACCOMODATE THE LINTEL.

TOP PLATESSTUDS @ 450 ctrs.MAXIMUM TIE-DOWN SPACINGS @ 900mmRLW VALUE: SIZE: MATERIAL:UP TO 5300 45 x 90 MGP10

BOTTOM PLATESSTUDS @ 450 ctrs.

TRUSSSpan: SIZE: MATERIAL:Up to 5000 45 x 90 MGP10

WHERE THE BOTTOM PLATE IS CONTINUOUSLY SUPPORTED ON ACONCRETE SLAB, SOLID NOGGING OR WHERE WALL STUDS AREDIRECTLY IN LINE WITH FLOOR JOIST, THE BOTTOM PLATE IS TOBE A MINIMUM 35mm DEEP.

WALL NOGGINGSAT 1350 MAXIMUM CTRS. OR 1000mm CTRS. FOR WALL HEIGHTOVER 3000mm.SIZE: 70 x 35 MATERIAL: any grade

WHERE RAFTERS OR TRUSSES ARE SUPPORTED DIRECTLY OVERSTUDS OR WITHIN 1.5 TIMES THE THICKNESS OF THE TOP PLATEFROM THE STUDS, THE TOP PLATE IS TO BE A MINIMUM 35mmDEEP.

LINTELS (NON LOAD BEARING WALLS)90 x 35 MGP10 FOR CLEAR SPANS UP TO 1800mm120 x 35 MGP10 FOR CLEAR SPANS UP TO 2300mm140 x 35 MGP10 FOR CLEAR SPANS UP TO 2600mm190 x 35 MGP10 FOR CLEAR SPANS UP TO 3300mm240 x 35 MGP10 FOR CLEAR SPANS UP TO 3900mm240 x 45 MGP10 FOR CLEAR SPANS UP TO 4200mm

REFER TO STRUCTURAL ENGINEERING FOR ALL WALL BRACINGAND TIES DOWN DETAILS

NOTES

FLYSCREENS TO ALL OPENABLE WINDOWS

ALL SARKING TO BE INSTALLED IN ACCORDANCE WITH AS 4200.1.

This co

pied d

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ent is

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for th

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purpo

se

of en

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right.





CUSTOMdrawing title

ELECTRICAL PLAN LAYOUT



drawn byMH



proposed sheet size

dwg no



rev. datedetails……..……..……..……..……..

……………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………..

………………………………………………………………………………………………

75

75

940

1200

1200

TV

PD

HW

EF

TV

TV

MECHANICAL VENTINALTION AS PER N.C.C REQUIREMENTS

SASA

EF

MECHANICAL VENTINALTION AS PER N.C.C REQUIREMENTS

2

REF. FREEZER

WO

HP

WM A/B

ABAB

P

PDIMMER

2

2

2

2

2

2

2

2

2

AB

AB

BARFRIDGE

DIMMER

FIREPLACEULTIMATE SUPREMEINSTALLATION AS PER MANUF.GUIDELINESDIMMER

DIMMERDIMMER

P

DIMMER

MB

SB

FFL AHD 97.0m

FFL AHD 96.914

FFL AHD 96.914

FFL AHD96.914

THE LAMP POWER DENSITY OR ILLUMINATION POWERDENSITY OF ARTIFICIAL LIGHTING MUST NOT EXCEED(i) INSIDE BUILDING = 5 W/m2;(ii) VERANDAH OR BALCONY = 4 W/m2;(iii) OTHER EXTERNAL SPACES = 4 W/m2

ARTIFICIAL LIGHTING AROUND THE PERIMETER MUST BECONTROLLED BY A SENSOR

ELECTRICAL NOTE- ALL ELECTRICAL WORK TO COMPLY WITH AS 3786-1991. SMOKEDETECTORS TO BE HARD WIRED & COMPLY WITH AS 3876-1991

- ALL MECHANICAL VENTILATION TO BE PROVIDED IN ACCORDANCEWITH BCA CLAUSE 3.8.7.3. (MINIMUM FLOW RATES: 25L/S FOR ALLBATHROOMS / SANITARY COMPARTMENTS & 40L/S FOR LAUNDRY)AND VENTED IN ACCORDANCE WITH BCA CLAUSE 3.8.7.3 (DIRECTLYOR VIA A SHAFT OR DUCT TO OUTSIDE AIR) OR VENTED TO ROOFSPACE IN ACCORDANCE WITH BCA CLAUSE 3.8.7.4.

- SMOKE DETECTORS TO BE NO LESS THAN 300mm FROM WALLS,DOORWAYS AND BULKHEADS

- SMOKE ALARMS TO BE HARD- WIRED AND INTERCONNECTED ANDNOT SELF CONTAINED

- ALL ELECTRICAL WORKS TO BE CONFIRMED ON SITE AND BY THECLIENT

- PROVIDE LIGHT POINT & SINGLE POWER POINT TO ROOF SPACEFOR DUCTED HEATING UNIT.

- DUCTED HEATING REGISTERS & RETURN AIR LOCATIONS MAY VARYTO THE DISCRETION OF THE CONTRACTOR TO MAXIMISE UNITEFFICIENCY & TO THE MANUFACTURERS SPECIFICATIONS

- PROVIDE 1 x 15 AMPERE OUTLET FOR DISHWASHER SPACE IFREQUIRED

- ALL GPO'S 300mm ABOVE FFL UNLESS OTHERWISE STATED

- ELECTRICAL METER-BOX TO BE CONFIRMED ON SITE

- ALL ELECTRICAL OUTLETS & LIGHT SWITCHES ARE TO BECONFIRMED BY CLIENT PRIOR TO INSTALLATION

- ALL WIRING & ELECTRICAL WORK TO BE IN ACCORDANCE WITH AS3000, AS 3786

ARTIFICIAL LIGHTING

A08 1:100ELECTRICAL PLAN LAYOUT09

HW HOT WATER SERVICE ( 135 Lt )

TELEVISION COAXIAL POINT

ELECTRICAL METER BOX

DOUBLE GPO - 300mm ABOVE FFL

DESCRIPTION

LOW VOLTAGE LED DOWNLIGHTS (5 WATT MIN)

BATTEN HOLDER

QTY

42

LEGEND

5

2

- -

- -

- -

- -

1

3

2

1

1

1

1

1200mm, SURFACE MOUNTED FLUORESCENT LIGHT1200

DOUBLE GPO - 300mm ABOVE BENCHAB

UB DOUBLE GPO - UNDER BENCH

EF

SA

MECHANICAL EXHAUST FAN TO OUTSIDE AIRMAINS CONNECTED INTERCONNECTED SMOKEALARM WITH BATTERY BACKUP

SINGLE GPO - AS PER ABOVE

TV

P

D

PHONE CONNECTION POINT

DATA /NBN INTERNET CONNECTION POINT

1 WALL OVEN - DIRECT WIREDWO

P3 SELECTED PENDANT LIGHTING (BATTEN)

WALL LIGHT

WALL SENSOR LIGHTS

2

4 GLOBE HEATLAMP2

- -

MB

This co

pied d

ocum

ent is

mad

e ava

ilable

for th

e sole

purpo

se

of en

ablin

g its

cons

iderat

ion & re

view as

part o

f a pl

annin

g

proce

ss un

der th

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ning a

nd Env

ironm

ent A

ct 19

87.

This do

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t mus

t not

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ed fo

r any

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se w

hich m

ay

breac

h any

copy

right.





CUSTOMdrawing title

SLAB LAYOUT PLAN



drawn byMH



proposed sheet size

dwg no



rev. datedetails……..……..……..……..……..

……………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………..

………………………………………………………………………………………………

5,240 850 4,240 1,520 3,480 2,930 6,970

25,230

3,850 350 1,560

660 2,190

350

2,065

350

10,2

303,

500

2,59

01,

190

1,07

07,

370

5,29

0

17,5

10

1,50

05,

490

3,93

02,

810

2,94

084

0

17,5

10

900

6,09

0

350

1,30

06,

080

6,00

02,

590

350

740

600

2,10

011

,630

25,230

2,850 12,180 5,770 4,430

5,270 6,910

950 4,320 350 6,210 350

585

660

1,06

0

1,41

01,

830

900

2,34

0

870 90090

920 2,9903,

160

2,740

1,63

0

2,320665 31594

0

395

270

660

75 1,795

2,15

0

COLUMN FOOTING TO ENGs DETAILS

EDGE REBATE TO SLAB

APPROX. LOCATION OF SINK WASTE

FIREPLACEULTIMATE SUPREME

INSTALLATION AS PER MANUF.GUIDELINES

100mm THICK CONCRETEPAVING SLAB ENGs DETAILS

APPROX. LOCATION OF TROUGH WASTE

100mm THICK CONCRETEPAVING SLAB ENGs DETAILS

CONCRETE WAFFLE SLAB , REFER TOENGs DESIGN & DETAILS

COLUMN FOOTINGTO ENGs DETAILS

CONCRETE SLAB ON GROUND REFER TO ENGsDESIGN & DETAILS

PROVIDE CONDUIT TO ISLAND BENCH

STEPST

EP

STEP

STEP

STEP

STEP

FFL AHD 97.0m

FFL AHD 96.914

FFL AHD 96.914

FFL AHD96.914

A09 1:100SLAB LAYOUT PLAN10

This co

pied d

ocum

ent is

mad

e ava

ilable

for th

e sole

purpo

se

of en

ablin

g its

cons

iderat

ion & re

view as

part o

f a pl

annin

g

proce

ss un

der th

e Plan

ning a

nd Env

ironm

ent A

ct 19

87.

This do

cumen

t mus

t not

be us

ed fo

r any

purpo

se w

hich m

ay

breac

h any

copy

right.





CUSTOMdrawing title

FLOOR COVERING PLAN



drawn byMH



proposed sheet size

dwg no



rev. datedetails……..……..……..……..……..

……………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………..

………………………………………………………………………………………………

A10 1:100GROUND FLOOR COVERING PLAN11

LAMINATE FLOORINGAS SELECTED

CONCRETE - STANDARD FINISH

FLOOR COVERING LEGEND

FLOOR TILESAS PER SELECTED

CARPETAS SELECTED

PAVING TILESAS SELECTED

This co

pied d

ocum

ent is

mad

e ava

ilable

for th

e sole

purpo

se

of en

ablin

g its

cons

iderat

ion & re

view as

part o

f a pl

annin

g

proce

ss un

der th

e Plan

ning a

nd Env

ironm

ent A

ct 19

87.

This do

cumen

t mus

t not

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ed fo

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purpo

se w

hich m

ay

breac

h any

copy

right.





CUSTOMdrawing title

INTERNAL ELEVATIONS - JOINERY



drawn byMH



proposed sheet size

dwg no



rev. datedetails……..……..……..……..……..

……………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………..

………………………………………………………………………………………………

LAMINATE CABINETRY WITH 20mm STONE TOP

530

600

900


EQ

955

2400

2400

C.L.

F.L.

955

1755

345

PROVISION FORREF/BREEZER

3000

EQ EQ

20 20 20

600 1450 600 300 300

300

KITCHEN

PA

530

2400

900

600

600

925900

SELECTED HOTPLATE

900mm WIDECANOPY

RANGEHOOD

BULKHEAD ABOVE CUPBOARDS

925

OVERHEAD CABINETRY AS PER CLIENTS SELECTION

EQ

600SPLASHBACK

900

COOKTOP

EQ 80050

925 925

2400

900

900

600

600

5001000400530

300

LAMINATE CABINETRYOVERHEAD CUPBOARDS

BULKHEAD ABOVECUPBOARDS

LAMINATE CABINETRYWITH 20mm STONE TOP

50

2400

C.L.

F.L.

C.L.

F.L.900mm WIDE UNDERBENCHOVEN AS SELECTED

OVEN

42050 50

20

500

of A05400042SEP. 2020

MH

SINGLE STOREYRESIDENCE


13 BARWON DRIVEWANDONG /

A3

at

G.J. GARDNER HUME

drawing title

project no. rev.

scale

date

drawn by

clientproposed sheet size

dwg no

T/A G.J. Gardner Homes Hume4/1-7 Sussex Court, Sunbury, VIC 3492p (03) 9740 2444w www.gjgardner.com

HOMES

date………………………………builder sign……………………………rev. datedetails

……..……..……..……..……..

…………………………………………………………………..

………………………………………………………………………………………………

……………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………

Pinnacle Home Builders PTY LTD

……………………………………………………………© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OFG.J GARDNER HOMES & IS PROVIDED FOR THE USE ASDESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLEOR IN PART WITHOUT WRITTEN PERMISSION. ANYLANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVEPURPOSES ONLY AND DO NOT FORM PART OF ANYCONTRACT.

CUSTOM© COPYRIGHT EXCLUSIVETO G.J. GARDNER HOMES

A011:100

INTERNAL ELEVATION PLAN

JOINERY NOTE

JOINERY ELEVATION DIMENSIONS ARE NOMINAL ONLY & ANY FURTHERCLARIFICATION WILL BE AVAILABLE VIA THE CABINET MAKER.REFER TO THE DETAILED CABINET MAKER DRAWINGS FOR ACCURATEDIMENSION CLARIFICATION.

FOLLOWING HEIGHTS ARE APPROXIMATES ONLY:- 850mm NOMINAL VANITY UNIT HEIGHT- 900mm NOMINAL LAUNDRY BENCH HEIGHT- 900mm NOMINAL KITCHEN BENCH HEIGHT- 1500mm NOMINAL SHOWER SHELF HEAD HEIGHT- 1100mm NOMINAL SHOWER MIXER HEIGHT- 1800 NOMINAL SHOWER ROSE HEIGHT- 2100 NOMINAL SHOWER SCREEN HEIGHT- 700mm NOMINAL TOILET ROLL HOLDER HEIGHT- 900mm TOWEL RAIL HEIGHT- 2100mm (CENTERED) NOGGING FOR DRIER

NOTE:ROBES TO HAVE INTERNAL 1500mm HIGH SINGLE SHELF WITH RAIL TOUNDERSIDE.LINEN & PANTRY TO HAVE 4 SHELVES

INTERNAL ELEVATIONS- KITCHEN1:50

34

21

NOTE: ALL CABINETRYTO BE SHAKER STYLE

A11 1:50INTERNAL ELEVATIONS - KITCHEN12

300m

m O

VERH

ANG

This co

pied d

ocum

ent is

mad

e ava

ilable

for th

e sole

purpo

se

of en

ablin

g its

cons

iderat

ion & re

view as

part o

f a pl

annin

g

proce

ss un

der th

e Plan

ning a

nd Env

ironm

ent A

ct 19

87.

This do

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t mus

t not

be us

ed fo

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purpo

se w

hich m

ay

breac

h any

copy

right.





CUSTOMdrawing title




drawn byMH



proposed sheet size

dwg no



rev. datedetails……..……..……..……..……..

……………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………..

………………………………………………………………………………………………

2400

900

(TAPS

)

LAMINATE CABINETRY WITH LAMINATE TOPSELECTED TILES TO 680mm ABOVE BENCH

SELECTED INSET TROUGH

C.L.

F.L.

TAPS

500

800 700

600

2400

900

600

SELECTED INSET TROUGH

C.L.

F.L.

50550

600

300

600

EQ EQ

760

400

500

BRM.

OPEN

OPENLAUNDRY

BUTLERS

N

PWDR

2400

600

C.L.

F.L.

850

495


SELECTED TILES TO 200mm ABOVE VANITYC.L.

F.L.

FRAMLESSMIRROR

495

C.L.

F.L.

850

500

2400

200

1050

TOILET ROLL HOLDER

2400

of A05400042SEP. 2020

MH




A3

at

G.J. GARDNER HUME

drawing title

project no. rev.

scale

date

drawn by


dwg no


HOMES


……..……..……..……..……..

…………………………………………………………………..

………………………………………………………………………………………………

……………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………




A021:100


21

INTERNAL ELEVATIONS- LAUNDRY1:50

INTERNAL ELEVATIONS- POWDER1:50

12

3


JOINERY NOTE

JOINERY ELEVATION DIMENSIONS ARE NOMINAL ONLY& ANY FURTHER CLARIFICATION WILL BE AVAILABLE VIATHE CABINET MAKER.REFER TO THE DETAILED CABINET MAKER DRAWINGSFOR ACCURATE DIMENSION CLARIFICATION.


NOTE:ROBES TO HAVE INTERNAL 1500mm HIGH SINGLESHELF WITH RAIL TO UNDERSIDE.LINEN & PANTRY TO HAVE 4 SHELVESA12 1:50

INTERNAL ELEVATIONS - LAUNDRY13

A12 1:50INTERNAL ELEVATIONS - POWDER14

This co

pied d

ocum

ent is

mad

e ava

ilable

for th

e sole

purpo

se

of en

ablin

g its

cons

iderat

ion & re

view as

part o

f a pl

annin

g

proce

ss un

der th

e Plan

ning a

nd Env

ironm

ent A

ct 19

87.

This do

cumen

t mus

t not

be us

ed fo

r any

purpo

se w

hich m

ay

breac

h any

copy

right.





CUSTOMdrawing title

INTERNAL ELVATIONS - JOINERY



drawn byMH



proposed sheet size

dwg no



rev. datedetails……..……..……..……..……..

……………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………..

………………………………………………………………………………………………

FRAMLESSMIRROR

2400

SELECTEDBATH

600mm SELECTEDTILES ABOVE BATH

LAMINATE CABINETRYWITH 20mm STONE TOP

500 500

200

150

1250

410

EQ560 EQ

560mm x 410mm NICHE,1250mm FROM F.F.L.

2400

2000

1,80

0

1,10

0

SELECTED FEATURE TILES TO SHOWER

SELECTEDBATH

C.L.

F.L.

550

SELECTED BATH

C.L.

F.L.

850

550

500

SELECTEDDOUBLE TOWELRAIL

900

SELECTED TILESTO CEILING

2400

C.L.

F.L.

C.L.

F.L.

550

600

200mm SELECTEDTILES ABOVE VANITY

600mm SELECTEDTILES ABOVE BATH

600

SELECTED TILES TO2000mm IN SHOWER

1250

410

SELECTED TILES TO 2100mm IN SHOWER

560mm x 410mm NICHE,1250mm FROM F.F.L.

C.L.

F.L.

2400

EQ EQ560

C.L.

FRAMLESSMIRROR

600

F.L.

600

850

350

2400

600

2000

1800

1100

2400

SELECTEDDOUBLE TOWELRAIL

900

C.L.

F.L.

200

1050

C.L.

F.L.

TOILET ROLLHOLDER

SELECTED TILES TO 2100mm IN SHOWER


200mm SELECTEDTILES ABOVE VANITY


500

BATH

350

ENSUITE

of A05400042SEP. 2020

MH




A3

at

G.J. GARDNER HUME

drawing title

project no. rev.

scale

date

drawn by


dwg no


HOMES


……..……..……..……..……..

…………………………………………………………………..

………………………………………………………………………………………………

……………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………




A031:100


JOINERY NOTE

JOINERY ELEVATION DIMENSIONS ARE NOMINAL ONLY& ANY FURTHER CLARIFICATION WILL BE AVAILABLEVIA THE CABINET MAKER.REFER TO THE DETAILED CABINET MAKER DRAWINGSFOR ACCURATE DIMENSION CLARIFICATION.


NOTE:ROBES TO HAVE INTERNAL 1500mm HIGH SINGLESHELF WITH RAIL TO UNDERSIDE.LINEN & PANTRY TO HAVE 4 SHELVES

34

2

INTERNAL ELEVATIONS- BATH1:50

INTERNAL ELEVATIONS-ENSUITE1:50

1

1

32

4


1

600

A13 1:50INTERNAL ELEVATIONS - BATH15

A13 1:50INTERNAL ELEVATIONS - ENSUITE16

FRAMLESSMIRROR

400 800

This co

pied d

ocum

ent is

mad

e ava

ilable

for th

e sole

purpo

se

of en

ablin

g its

cons

iderat

ion & re

view as

part o

f a pl

annin

g

proce

ss un

der th

e Plan

ning a

nd Env

ironm

ent A

ct 19

87.

This do

cumen

t mus

t not

be us

ed fo

r any

purpo

se w

hich m

ay

breac

h any

copy

right.





CUSTOMdrawing title




drawn byMH



proposed sheet size

dwg no



rev. datedetails……..……..……..……..……..

……………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………..

………………………………………………………………………………………………

2400

2400

1500

1500

1500

EQ.

EQ.

EQ.

EQ.

350 350

LAMINATE CABINETRYSHELVES

LAMINATE CABINETRYSHELVES C.L.

F.L.

C.L.

F.L.

350

350

PANTRY

BUTLERSPANTRY

900

900

530

C.L.

F.L.LAMINATE CABINETRY WITH 20mm STONE TOP

1050

600

2400

900

900

50530650

600

BARFRIDGE

480100024

00

C.L.

F.L.

PROVISION FOR 600W x 680DBAR FRIDGE

OPENOPEN

505050

of A05400042SEP. 2020

MH




A3

at

G.J. GARDNER HUME

drawing title

project no. rev.

scale

date

drawn by


dwg no


HOMES


……..……..……..……..……..

…………………………………………………………………..

………………………………………………………………………………………………

……………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………




A041:100


JOINERY NOTE

JOINERY ELEVATION DIMENSIONS ARE NOMINAL ONLY & ANY FURTHERCLARIFICATION WILL BE AVAILABLE VIA THE CABINET MAKER.REFER TO THE DETAILED CABINET MAKER DRAWINGS FOR ACCURATEDIMENSION CLARIFICATION.


NOTE:ROBES TO HAVE INTERNAL 1500mm HIGH SINGLE SHELF WITH RAIL TOUNDERSIDE.LINEN & PANTRY TO HAVE 4 SHELVES

1

INTERNAL ELEVATIONSBUTLER'S PANTRY1:50

INTERNAL ELEVATIONSPANTRY1:50

2

21


A14 1:50INTERNAL ELEVATIONS - BUTLERS PANTRY17

A14 1:50INTERNAL ELEVATIONS - PANTRY18

This co

pied d

ocum

ent is

mad

e ava

ilable

for th

e sole

purpo

se

of en

ablin

g its

cons

iderat

ion & re

view as

part o

f a pl

annin

g

proce

ss un

der th

e Plan

ning a

nd Env

ironm

ent A

ct 19

87.

This do

cumen

t mus

t not

be us

ed fo

r any

purpo

se w

hich m

ay

breac

h any

copy

right.





CUSTOMdrawing title




drawn byMH



proposed sheet size

dwg no



rev. datedetails……..……..……..……..……..

……………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………..

………………………………………………………………………………………………

2400

1500

EQ.

EQ.

EQ.

EQ.

EQ.

EQ.

EQ.

EQ.

450

LAMINATE CABINETRYSHELVES

LAMINATE CABINETRYSHELVESC.L.

F.L.

C.L.

F.L.

450

SUPPORT PANEL

450

450

LINEN

WIR

2400

1800

450

LAMINATE CABINETRYSHELF

DRAWER INSERT

C.L.

F.L.

ROBE

C.L.

F.L.

500

OPEN

OPEN

OPEN

2400

1800

SUPPORT PANELS

of A05400042SEP. 2020

MH




A3

at

G.J. GARDNER HUME

drawing title

project no. rev.

scale

date

drawn by


dwg no


HOMES


……..……..……..……..……..

…………………………………………………………………..

………………………………………………………………………………………………

……………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………




A051:100


JOINERY NOTE

JOINERY ELEVATION DIMENSIONS ARENOMINAL ONLY & ANY FURTHERCLARIFICATION WILL BE AVAILABLE VIA THECABINET MAKER.REFER TO THE DETAILED CABINET MAKERDRAWINGS FOR ACCURATE DIMENSIONCLARIFICATION.

FOLLOWING HEIGHTS ARE APPROXIMATESONLY:- 850mm NOMINAL VANITY UNIT HEIGHT- 900mm NOMINAL LAUNDRY BENCH HEIGHT- 900mm NOMINAL KITCHEN BENCH HEIGHT- 1500mm NOMINAL SHOWER SHELF HEADHEIGHT- 1100mm NOMINAL SHOWER MIXER HEIGHT- 1800 NOMINAL SHOWER ROSE HEIGHT- 2100 NOMINAL SHOWER SCREEN HEIGHT- 700mm NOMINAL TOILET ROLL HOLDERHEIGHT- 900mm TOWEL RAIL HEIGHT- 2100mm (CENTERED) NOGGING FOR DRIER

NOTE:ROBES TO HAVE INTERNAL 1500mm HIGHSINGLE SHELF WITH RAIL TO UNDERSIDE.LINEN & PANTRY TO HAVE 4 SHELVES

INTERNAL ELEVATIONS LINEN1:50

21

INTERNAL ELEVATIONS WIR1:50

12


A15 1:50INTERNAL ELEVATIONS - WIR20

A15 1:50INTERNAL ELEVATIONS - LINEN19

This co

pied d

ocum

ent is

mad

e ava

ilable

for th

e sole

purpo

se

of en

ablin

g its

cons

iderat

ion & re

view as

part o

f a pl

annin

g

proce

ss un

der th

e Plan

ning a

nd Env

ironm

ent A

ct 19

87.

This do

cumen

t mus

t not

be us

ed fo

r any

purpo

se w

hich m

ay

breac

h any

copy

right.





CUSTOMdrawing title

MATERIALS & FINISHES SCHEDULE



drawn byMH



proposed sheet size

dwg no



rev. datedetails……..……..……..……..……..

……………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………..

………………………………………………………………………………………………

GUTTERS / FASCIA / FLASHING:

DOWNPIPES / SPREADERS:

WINDOW FRAMES:

EXTERNAL RENDER:STEEL ROOF:

EXTERNAL BRICKS:

COLOUR: SAN DELMO RECLAIMED ORIGINAL

COLOUR: COLORBOND CLASSIC CREAM

MATERIAL: MASONARY

MATERIAL: ALUMINIUM

MATERIAL: CEMENT

COLOUR: COLORBOND WALLABYMATERIAL: ALUMINIUM

COLOUR: COLORBOND CLASSIC CREAMCOLOUR: COLORBOND WALLABYMATERIAL: ALUMINIUM

COLOUR: COLORBOND WALLABYMATERIAL: ALUMINIUM

METER BOX:

COLOUR: COLORBOND CLASSIC CREAMMATERIAL: ALUMINIUM

FRONT ENTRY DOOR / GARAGE DOOR:

COLOUR: TRADITIONAL LIGHT OAKMATERIAL: TIMBER

TIMBER CLADDING:


TIMBER POSTS:


This co

pied d

ocum

ent is

mad

e ava

ilable

for th

e sole

purpo

se

of en

ablin

g its

cons

iderat

ion & re

view as

part o

f a pl

annin

g

proce

ss un

der th

e Plan

ning a

nd Env

ironm

ent A

ct 19

87.

This do

cumen

t mus

t not

be us

ed fo

r any

purpo

se w

hich m

ay

breac

h any

copy

right.





CUSTOMdrawing title

3D PERSPECTIVE



drawn byMH



proposed sheet size

dwg no



rev. datedetails……..……..……..……..……..

……………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………..

………………………………………………………………………………………………

NOTE:COLOURS ON PERSPECTIVE AREINDICATIVE ONLY AND ACTUAL BUILT MAYDIFFER TO RENDERED IMAGE.REFER TO MATERIALS AND FINISHESSCHEDULE FOR COLOUR PALLETE

This co

pied d

ocum

ent is

mad

e ava

ilable

for th

e sole

purpo

se

of en

ablin

g its

cons

iderat

ion & re

view as

part o

f a pl

annin

g

proce

ss un

der th

e Plan

ning a

nd Env

ironm

ent A

ct 19

87.

This do

cumen

t mus

t not

be us

ed fo

r any

purpo

se w

hich m

ay

breac

h any

copy

right.

single storey residence lot 13 barwon drive wandong …

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