FIRST FLOOR AREA: 162.5 BASEMENT: 123

GENERAL NOTES:THE OWNER / BUILDER, SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, SETBACKS ANDSPECIFICATIONS PRIOR TO COMMENCING ANY WORKS OR ORDERING MATERIALS AND SHALL BE RESPONSIBLEFOR ENSURING THAT ALL BUILDING WORKS CONFORM TO THE BUILDING CODE OF AUSTRALIA, AS CODES(CURRENT EDITIONS), BUILDING REGULATIONS, LOCAL BYLAWSAND TOWN PLANNING REQUIREMENTS.

THESE DRAWINGS HAVE BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT OF PLANNING AND DESIGN,FOR THE PURPOSE EXPRESSLY NOTIFIED TO THE DESIGNER. ANY OTHER PERSON WHO USES OR RELIES ONTHESE DRAWINGS WITHOUT THE WRITTEN CONSENT OF PLANNING AND DESIGN DOES SO AT THEIR OWN RISK -AND NO RESPONSIBILITY IS ACCEPTED BY THE DESIGNER FOR SUCH USE AND/OR RELIANCE.THE APPROVAL BY PLANNING AND DESIGN OF A SUBSTITUTE MATERIAL, WORK PRACTICE, VARIATION OR THELIKE IS NOT AN AUTHORISATION FOR ITS USE OR A CONTRACT VARIATION. ANY SAID VARIATIONS MUST BEACCEPTED BY ALL PARTIES TO THE AGREEMENT, AND WHERE APPLICABLE, THE RELEVANT BUILDING SURVEYORPRIOR TO IMPLEMENTING THE SAID VARIATION.DO NOT SCALE THIS DRAWING - FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS ANDCONTRACTORS TO VERIFY ALL DIMENSIONS, LEVELS, BUILDING ENVELOPES, AREAS AND SPECIFICATIONS PRIORTO THE ORDERING OF ANY MATERIALS OR THE COMMENCEMENT OF ANY WORKS. IF DISCREPANCIES OCCUR -CONTACT THIS OFFICE IMMEDIATELY.-ALL MEASUREMENTS ARE IN MILLIMETERS UNLESS OTHERWISE INDICATED. ALL SITE LEVELS ARE IN METERS,UNLESS OTHERWISE INDICATED.-THE BUILDER MUST TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY AND GENERAL WATER TIGHTNESSOF NEW AND EXISTING STRUCTURES DURING ALL CONSTRUCTION WORKS.-THE BUILDER MUST TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF ALL PERSONS WITHIN THEBUILDING SITE.INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITY REQUIREMENTS.ALL DRAWINGS DENOTED WITH "DRAFT" OR "PRELIMINARY" ARE STRICTLY ONLY FOR USE BETWEEN THIS OFFICEAND THE CLIENT. THESE DRAWINGS ARE NOT FOR PERMIT APPROVAL, QUOTATION OR TO BE USED BYBUILDERS.WORKING DRAWINGS TO BE READ IN CONJUNCTION WITH ENGINEERS DRAWINGS, SPECIFICATIONS ANDCOMPUTATIONS AND ALL OTHER DOCUMENTATION PROVIDED.THESE NOTES ARE NEITHER EXHAUSTIVE NOR A SUBSTITUTE FOR REGULATIONS, STATUTORY REQUIREMENTS,BUILDING PRACTICE OR CONTRACTUAL OBLIGATIONS AND UNLESS EXPRESSLY STATED OTHERWISE, AREPROVIDED ONLY AS GUIDELINES.

BCA AND STANDARDS - GENERALALL WORKS SHALL COMPLY WITH THE BCA 2012 AND NOT BE LIMITED TO THE FOLLOWING AUSTRALIANSTANDARD:A.S 1288-2006 - GLASS IN BUILDINGS SELECTIONS AND INSTALLATIONSA.S 1562-1992 - DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDING. PART 1 METALA.S 1684.2-2010 - NATIONAL TIMBER FRAMING CODEA.S 1860-1998 - INSTALLATION OF PARTICALBOARD FLOORINGA.S 2047-1999 - WINDOWS IN BUILDINGS SELECTIONS AND INSTALLATIONSA.S 2049- 2002 - ROOF TILESA.S 2050-2002 - INSTALLATION OF ROOFING TILESA.S 2870-2011 - RESIDENTIAL SLABS AND FOOTING CONSTRUCTIONA.S 2904-1995 - DAMP PROOF COURSES AND FLASHINGSA.S 3600- 2009 CONCRETE STRUCTURESA.S 3660.1- 2000 PROTECTION OF BUILDING AGAINST SUBTERRANEAN TERMITES PART1 NEW BUILDINGSA.S 3700-2011 - MASONRY STRUCTURESA.S 3740-2010 & BCA PART 3.8.1 WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGSA.S 3786-1993 - SMOKE ALARMSA.S 4100-1998 - STEEL STRUCTURESA.S 4256-1994/96 PLASTIC ROOF AND WALL CLADDING MATERIALS

GENERAL1. ARCHITECTURAL PLANS SHALL BE READ IN CONJUNCTION WITH ANY STRUCTURAL OR CIVIL ENGINEERINGCOMPUTATIONS, DRAWINGS, AND SOIL REPORTS2. FOOTING TO BE FOUNDED AT THE MINIMUM DEPTHS INDICATED IN THE SOIL REPORT3. FOOTINGS NOT TO ENCROACH TITLE BOUNDARIES AND EASEMENT LINES4. THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY OF NEW AND EXISTINGSTRUCTURES DURING ALL WORKS.5. THE BUILDER SHALL ENSURE FOR THE GENERAL WATER TIGHTNESS OF ALL NEW AND EXISTING WORKS.GLAZING:GLAZING SHALL COMPLY WITH AS1288-2006 & AS2047 WITH SAFETY GLAZING TO BE USED IN THE FOLLOWINGCASES:1. ALL ROOMS WITHIN 500MM VERTICAL OF THE FLOOR2. BATHROOMS WITHIN1500MM VERTICAL FROM THE BATH BASE3. LAUNDRY WITHIN 1200MM VERTICAL FROM FLOOR AND/OR WITHIN 300MM HORIZONTAL FROM ALL DOORS4. DOORWAY WITHIN 300MM HORIZONTAL FROM ALL DOORS. SHOWER SCREENS SHALL BE GRADE A SAFETYGLASSALL GLAZING SPECIFICATIONS TO BE IN ACCORDANCE WITH THE APPROVED THERMAL ASSESSMENT. BUILDERTO CONFIRM WINDOW SPECIFICATION PRIOR TO PLACING ORDER WITH MANUFACTURER.

STRUCTURAL REQUIREMENTS:-NO FOOTINGS ARE TO ENCROACH TITLE BOUNDARIES AND EASEMENT LINES. ALL CONCRETE FOOTINGS ANDFOUNDATION WORK MUST BE IN ACCORDANCE WITH AS.2870, AND MUST BE READ STRICTLY IN CONJUNCTIONWITH THE RELEVANT SOIL REPORT AND ENGINEERING DOCUMENTATION PROVIDED. CONCRETE WORKS MUSTCOMPLY WITH THE ENGINEERS DOCUMENTATION, AND BE IN ACCORDANCE WITH AS.3600.-ALL MASONRY CONSTRUCTION TO COMPLY WITH AS.3700 AND THE BUILDING CODE OF AUSTRALIA.-ALL DAMP PROOF COURSES AND FLASHINGS MUST BE IN ACCORDANCE WITH AS.2904.-STRUCTURAL STEEL WORK MUST BE IN ACCORDANCE WITH AS.4100.-ALL TIMBER FRAMING MUST BE IN ACCORDANCE WITH AS.1684. PROVIDE DOUBLE STUDS TO ALL OPENINGSGREATER THEN 1500mm.-PROVIDE BRACING TO ALL INTERNAL AND EXTERNAL WALLS AS PER AS.1684.SUB- FLOOR VENTS TO PROVIDE A RATE OF 7500mm Sq. CLEAR VENTILLATION PER 1000mm RUN OF EXTERNALMASONRY WALL AND 22000mm Sq. CLEAR VENTILLATION PER 1000mm RUN OF INTERNAL DWARF WALLS. ALLSUB-FLOOR PLYNTH BOARDS TO BE LOCATED BELOW THE LEVEL OF THE BEARER.CONVENTIONAL TIIMBER FLOOR CONSTRUCTION TO ENGINEERS DETAILS & COMPUTATIONS PROVIDE CLEARANCEFROM UNDERSIDE OF BEARER TO FINISHED GROUND LEVEL OF 150mm FOR FLOORS WITH STRIP FLOORING AND200mm FOR FLOORS WITH PARTICLE BOARD FLOORING. REFER TO PART 3.4.1 DIAGRAM B OF TH BCA 2009 FORSUB-FLOOR VENTILATION DETAILS.

ROOF TRUSSES:ALL ROOF TRUSSES ARE TO BE CONSTRUCTED AND ASSEMBLED AS PER THE MANUFACTURERS DESIGN ANDSPECIFICATIONS. MANUFACTURERS COMPUTATIONS ARE TO BE PROVIDED PRIOR TO FRAME INSPECTION.

STAIRS, LANDINGS & BALUSTRADES:1.STAIRS, STAIRWAYS AND BALUSTRADES TO COMPLY WITH BCA 3.9.1 AND 3.9.2.STAIR REQUIREMENTS: (OTHER THAN SPIRAL STAIRS)RISERS 190MM MAXIMUM, 115MM MINIMUM;GOING 355MM MAXIMUM; 240MM MINIMUM;PRIVATE STAIRS (AND 250MM FOR PUBLIC STAIRS), RISERS AND TREADS TO BE CONSTANT IN SIZETHROUGHOUT FLIGHT.2.PROVIDE NONSLIP FINISH OR SUITABLE NON SKID STRIP NEAR EDGE OF NOSING. ENSURE MAXIMUM GAP

BETWEEN RISERS NOT TO EXCEED 125MM OR USE CLOSED RISES. PROVIDE CONTINUOUS HANDRAIL 1000MMMINIMUM.

3.HEIGHT TO BALCONIES AND DECKS WHICH ARE 1000MM OR MORE ABOVE GROUND LEVEL. 865MM MINIMUMHEIGHT HANDRAIL ABOVE STAIR NOSING AND LANDINGS.

4.MAXIMUM OPENING BETWEEN BALUSTERS NOT TO EXCEED 125MM.5.CONTINUOUS HANDRAIL TO BE INSTALLED TO ONE SIDE OF STAIR COMPLIANT WITH PART 3.9.2.4 OF THE BCA

2012

LIGHTING:1. ARTIFICIAL LIGHTING TO COMPLY WITH AS/NZS1680.0-20092. ARTIFICIAL LIGHTING TO BE INSTALLED IN ACCORDANCE WITH PART 3.12.5.5 OF THE BCA 2012

THRESHOLDS:IF THE THRESHOLD SILL OF THE DOORWAY IS GREATER THAN 190MM ABOVE THE FINISHED SURFACE OF THEGROUND TO WHICH THE DOORWAY OPENS, A LANDING SHALL BE PROVIDED NO LESS THAN THE WIDTH OF THEDOOR LEAF, OR 900MM WIDE X 900MM LONG, WHICHEVER IS GREATER.

INSULATION:THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH APPROVED STAMPED PLANS WHICH HAVE BEENASSESSED BY AN ACCREDITED THERMAL ASSESSOR. PROVIDE INSULATION AND GLAZING SPECIFICATIONS ASPER THE THERMAL ASSESSMENT REPORT.

TERMITE AND CORROSION PREVENTION:WHERE THE BUILDING IS LOCATED IN A TERMITE PRONE AREA, THE AREA TO THE UNDERSIDE OF THE BUILDINGAND THE PERIMETER IS TO BE TREATED AGAINST TERMITE ATTACK, AS PER AS.3660.1PROVIDE CORROSION PROTECTION OF BUILT IN STRUCTURAL STEEL MEMBERS SUCH AS STEEL LINTELS, SHELFANGLES, CONNECTORS AND ACCESSORIES IN ACCORDANCE WITH BCA VOL.2 TABLE 3.3.3.2.PROVIDE CORROSION PROTECTION FOR SHEET ROOFING IN ACCORDANCE WITH BCA VOL.2 TABLE 3.5.1.

CORROSION: FOR BUILDINGS IN AREAS LESS THAN 1KM FROM BREAKING SURF OR LESS THAN 100M FROM SALTWATER NOTSUBJECT TO BREAKING SURF OR IN HEAVY INDUSTRIAL AREAS WALL TIES SHALL BE EITHER: GRADE 316 OR316L STAINLESS STEEL, OR ENGINEERED POLYMER TIES.

BUSHFIRE DESIGN INFORMATION:THESE DRAWINGS MUST BE READ IN CONJUNCTION WITH THE BUSHFIRE ASSESSMENT REPORT FOR THE SITE.THIS REPORT REFERS TO AS.3959.2009, WHICH SPECIFIES THE NECESSARY CONSTRUCTION METHODS ANDMATERIALS REQUIRED FOR EACH SITE. IF THE DRAWING SPECIFICATIONS DO NOT CORRELATE WITH THEBUSHFIRE REPORT - CONTACT THIS OFFICE IMMEDIATELY.

STORM WATER AND DRAINAGE:STORMWATER SHALL COMPLY WITH AS/NZS3500.3-20031. STORM WATER SHALL BE TAKEN TO LEGAL POINT OF DISCHARGE TO THE SATISFACTION OF THE RELEVANTAUTHORITY2. SEWER OR SEPTIC SYSTEM SHALL BE IN ACCORDANCE WITH THE RELEVANT AUTHORITIES REQUIREMENTSINSPECTION OPENINGS TO BE AT 9000mm CTRS AND AT EACH CHANGE OF DIRECTION. PROVIDE 100mm DIA UPVC PIPES PROVIDE 75mm DIA DOWNPIPES PROVIDE A MINIMUM FALL GRADIENT OF 1:100BASE OF PIPES TO HAVE CRUSHED ROCK WITH A MINIMUM OF 50mm COVER.THE COVER TO UNDERGROUND STORM WATER DRAINS TO BE NOT LESS THAN: 100mm UNDER SOIL 50mm UNDER PAVED OR CONCRETE AREAS 100mm UNDER UN-REINFORCED CONCRETE OR PAVED DRIVEWAYS 75mm UNDER REINFORCED CONCRETE DRIVEWAYSALL BOX GUTTERS TO BE A MINIMUM OF 100mm x 200mm UNLESS OTHERWISE SPECIFIED - 1:100 GRADEMINIMUM - ADJUST TO SUIT ON SITE.SEWER AND SEPTIC SYSTEMS TO BE IN ACCORDANCE WITH AS.3500ALL SURFACE WATER RUN-OFF MUST BE CONTAINED WITHIN THE PROPERTY BOUNDARIES AND DISCHARGED TOTHE STORM WATER SYSTEM.THE BUILDER AND SUB-CONTRACTOR SHALL ENSURE THAT ALL STORM WATER DRAINS, SEWERS AND THE LIKEARE LOCATED AT A SUFFICIENT DISTANCE FROM ANY BUILDINGS FOOTING AND/OR SLAB EDGE BEAMS SO AS TOPREVENT GENERAL MOISTURE PENETRATION, DAMPNESS, WEAKENING AND UNDERMINING OF ANY BUILDINGAND ITS FOOTING SYSTEM.

WATERPROOFING:WATERPROOFING OF WET AREAS, BEING BATHROOMS, SHOWERS, LAUNDRIES AND SANITARY COMPARTMENTSAND THE LIKE SHALL BE PROVIDED IN ACCORDANCE WITH AS.3740-2010 - WATERPROOFING OF WET AREAS INRESIDENTIAL BUILDINGS.

VENTILATION:1.MECHANICAL VENTILATION TO BE INSTALLED IN ACCORDANCE WITH PART 3.8.5 OF THE BCA2.PROVIDE CLEARANCE FROM UNDERSIDE OF BEARER TO FINISHED GROUND LEVEL OF 150MM FOR FLOOR WITH

STRIP FLOORING OR 200MM FOR FLOORS WITH PARTICLEBOARD FLOORING OR 300MM WHERE IN TERMITEPRONE AREA

SUB FLOOR VENTS TO PROVIDE A RATE OF 6000MM SQ. CLEAR VENTILATION PER 1000MM RUN OF EXTERNALMASONRY WALL A

LIGHTING:1. ARTIFICIAL LIGHTING TO COMPLY WITH AS/NZS1680.0-20092. ARTIFICIAL LIGHTING TO BE INSTALLED IN ACCORDANCE WITH PART 3.12.5.5 OF THE BCA 2012

SMOKE ALARMS:1.LOCATION OF SMOKE ALARMS TO BE PROVIDED AND INSTALLED IN ACCORDANCE WITH A.S. 3786-1993AND PART 3.7.2 OF THE BCA 2012 AND SHALL BE HARD WIRED WITH BATTERY BACKUP.

MASONRY:1.MASONRY TO COMPLY WITH AS3700-2011 OR AS4773.1-2010 & AS4773.2-20102.PROVIDE WALL TIES TO BRICKWORK AS PER 3.3.3.2. BCA. GENERALLY WALL TIES TO BE 600MM CTRS IN EACH

DIRECTION FOR CAVITY MASONRY, FOR MASONRY VENEER: 600X450 FOR 450 STUD WALLS AND 600X600 FOR600 STUD WALLS AND WITHIN 300MM OF ARTICULATION JOINTS.

3.PROVIDE WALL TIES TO BRICKWORK AT MAXIMUM 5000MM CTRS IN EACH DIRECTIONS AND WITHIN 300MM OFARTICULATION JOINTS 2200MM SQ. CLEAR VENTILATION PER 1000MM RUN OF INTERNAL DWARF WALLS

4. SPACING OF WALL TIES TO TOP AND SIDES OF OPENING TO BE HALVED.

OTHER GENERAL NOTES:(SA) DENOTES THE LOCATION OF SMOKE ALARMS. THESE ARE TO BE PROVIDED AND INSTALLED INACCORDANCE WITH AS.3786. THE SMOKE ALARM SHALL BE HARD WIRED WITH A BATTERY BACK-UP.

(EF) DENOTES THE LOCATION OF EXHAUST FANS. DUCT ALL EXHAUST FANS TO OUTSIDE AIR WHERE POSSIBLE -OR, AN EXHAUST FAN OF RATING 140/S MIN TO BE DISCHARGED INTO A VENTILATED ROOF SPACE WITH MIN1000mm HORIZONTAL DUCT - IN ACCORDANCE WITH AS.1668. EXTERNAL DISCHARGE RATE MINIMUM 25I/S.

SANITARY COMPARTMENT DOORS MUST EITHER - OPEN OUTWARDS, SLIDE OR BE READILY REMOVABLE FROMTHE OUTSIDE UNLESS A MINIMUM CLEARANCE OF 1200mm BETWEEN THE DOOR AND THE PAN IS ACHIEVED.

SUB FLOOR:ALL SUB-FLOOR CONSTRUCTION AS PER ENGINEERS DESIGN & SPECIFICATIONS.REFER TO ENGINEERS DRAWINGS AND COMPUTATIONS.

FLOORING:FLOOR FINISHES AS SELECTED BY CLIENT.FB. TIMBER FLOOR BOARDSTILE. TILE FLOORINGPC. POLISHED CONCRETECP. CARPETCONC. EXPOSED CONCRETE TO CLIENTS SPECIFICATION

WALL FRAMING:FRAMING MUST BE IN ACCORDANCE WITH AS.1684.BOTTOM PLATE- 90x45 MGP10STUDS-90x45 MGP10 AT 450 CTRSJAMB STUDS- 2 / 90x45 MGP10NOGGINS- 70x35 MGP10 AT 1350 CTRS MAXTOP PLATE- 2 / 90x45 MGP10LINTELS TO ENGINEERS DESIGN AND SPECIFICATION.

ROOF FRAMING:ROOF TRUSSES AS PER MANUFACTURERS DESIGN AND SPECIFICATIONS. MANUFACTURERS COMPUTATIONS ARETO BE PROVIDED PRIOR TO FRAME INSPECTION.ROOF BATTENS: 38x75 F8 HW AT 330 CTRS (TILE)

38x75 F8 HW AT 900 CTRS (COLORBOND)38x75 F8 HW AT 900 CTRS (KLIP-LOK)

EXTERNAL FINISHES:EXTERNAL FINISHES AND COLOURS MUST BE IN ACCORDANCE WITH ENDORSED TOWN PLANNING DOCUMENTS.ALL MATERIALS AND FINISHES TO CLIENTS SPECIFICATION. ALL MATERIALS TO BE INSTALLED IN ACCORDANCEWITH MANUFACTURERS SPECIFICATIONS AND AUSTRALIAN STANDARDS.

INTERNAL WALL FINISHES:10mm PLASTERBOARD TO BE PAINTED (ALL INTERNAL WALLS)10mm PLASTERBOARD TO BE PAINTED (ALL INTERNAL CEILINGS)CLIENT TO SELECT SQUARE FINISH OR CORNICE FOR EACH ROOM.

WET AREAS:1. ALL WET AREAS TO COMPLY WITH PART 3.8.1 BCA VOL. 2 AND AS3740-2010. WALL FINISHES SHALL BEWATER RESISTANT TO A HEIGHT OF 1800MM ABOVE FLOOR LEVEL TO SHOWER ENCLOSURES AND 150MM ABOVEBATHS, BASINS, SINKS AND TROUGHS IF WITHIN 75MM OF THE WALL.2. TIMBER FLOORS INCLUDING PARTICLEBOARD AND PLYWOOD IN AREAS ADJACENT TO BATHS AND SPAS ANDOUTSIDE SHOWER AREAS TO BE WATERPROOFED AS PER PART 3.8.1 BCA VOL. 2 AND AS3740-2010.

WINDOWS:ALL WINDOW SIZES, TYPES AND COLORS MUST BE IN ACCORDANCE WITH ENDORSED TOWN PLANNINGDOCUMENTS.WINDOW MEASUREMENTS INDICATED MAY VARY FROM THE WINDOW MANUFACTURERS SIZES.BUILDER TO PLACE ORDER WITH WINDOW MANUFACTURER WITH STANDARD SIZES THAT MATCH THENOMINATED MEASUREMENTS WITH CLOSE PROXIMITY.WINDOW SIZES TO BE VERIFIED ON SITE BEFORE PLACING ORDER WITH MANUFACTURER. IF ANY DISCREPANCIESARE FOUND, PLEASE CONTACT THIS OFFICE IMMEDIATELY.BUILDER TO CONFIRM WINDOW HEAD HEIGHTS DO NOT CLASH WITH ANY MOLDS OR EAVES PRIOR TO PLACINGORDER WITH MANUFACTURER.ALL GLAZING MUST COMPLY WITH AS.1288"OBS" DENOTES A WINDOW WHICH IS OBSCURED, FROSTED OR TRANSLUCENT - CONFIRM WITH CLIENT UNLESSOTHERWISE STATED."CHK" DENOTES A WINDOW MEASUREMENT WHICH NEEDS TO BE CONFIRMED ONSITE BY THE BUILDER ANDWINDOW MANUFACTURER PRIOR TO ORDERING."a.f.l" DENOTES A MEASUREMENT ABOVE THE FINISHED FLOOR LEVEL."REST" DENOTES A WINDOW WITH RESTRICTED OPENNABILITY OF 100mm MAX"SCRN" DENOTES A WINDOW WHICH REQUIRES A FIXED SCREEN FROM SILL TO 1.7m a.f.l AT 25% VISIBILITY MAXAND IN ACCORDANCE WITH STANDARD B22 OF RESCODE.ALL WINDOW AND DOOR ELEVATIONS ARE DRAWN AS VIEWED FROM THE OUTSIDE UNLESS OTHERWISE STATED.

TITLE PAGE

1:100@A3

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PROJECT No.

6152

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Revisions

DO NOT SCALE THIS DRAWING.FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS & CONTRACTORSTO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF WORKS.

THESE PLANS REMAIN THE PROPERTY OF PLANNING ANDDESIGN AND ARE SUBJECT TO COPYRIGHT REGULATIONS ©

REV_ 05.03.2021 ISSUE FOR BUILDING PERMIT

CHECKED BY

C.M

UNIT DEVELOPMENT33 KIREEP ROAD, BALWYN


A01

AREA SCHEDULE:

m240.9 m

GROUND FLOOR AREA: 2

TOTAL AREA:

179.9 m

2516.7 m55.6 SQ

POS: 2263.2 m

FIRST FLOOR AREA: 2162.5GARAGE:

SPOS: 2103.6 m

BASEMENT: 123.5 m2

DWELLING 1

PORCH:

GROUND FLOOR AREA:

TOTAL AREA: SQ

POS:

FIRST FLOOR AREA: GARAGE:

SPOS:

DWELLING 2

m235.5 m

2.8 m

2105.5 m2104.4

2

2248.2 m26.72141.6 m2115.0 m

PORCH:

GROUND FLOOR AREA:

TOTAL AREA: SQ

POS:

FIRST FLOOR AREA: GARAGE:

SPOS:

DWELLING 3

m2m

m

2m2

2

2m2m2m

44.3

102.398.5

3.3

248.4

30.3

26.7

63.3

SITESITE AREA:

SITE PERMEABILITY:

SITE COVERAGE:

21309.7 m2524.2 m2470.9 m

40.0%

36.0%GARDEN AREA: 35.5% 2465.37 m

TREE 2

TREE 26

TREE 25TREE 24TREE 23

EXISTING TIMBER PAILING FENCE 2.0m H TO BE RETAINED

PROPOSED NEW3.0m WIDECROSSOVER


2150

4800

76.733m270°00'

76.733m90°00'

17.0

69m

180°00'

17.0

69m

0°00'


EXISTING TP FENCE TAPERED TO 0.9m H TO BE RETAINED

EXISTING TP FENCE 2.0m H TAPERED TO 0.9m H TO BE RETAINED


EXIS

TING

TIM

BER

PAIL

ING

FENC

E 2.

0m H

TO

BE R

ETAI

NED

TREES REMOVED AT THE TIME OF PERMIT APPLICATION

1190

0TP

Z

3600SRZ

TREE 1

TREE 9

TREE 6

TREE 4

TREE 7

TREE 18

TREE 14

TREE 13 TREE 12 TREE 11 TREE 10

TREE 3

TREE 27

TREE 5

TREE 22

TREE 8

TREE 15

TREE 16

TREE 19

TREE 20

TREE 17

TREE 21

VACANT LOT

BOTTOM OF R/W ON N.G.L

3

SMOKE ALARM

CP.

100mm FOAM ON STUD

BRICK-VENEER WALL

LEGEND

dpS

TR.

RH

SELECTED CARPET

RAINWATER HEAD

HOT WATER SERVICE

400w x 150d VALLEY GUTTER TILE ROOFING PITCH VARIESNORTH

VG

TD.

BG 300w x 150d BOX GUTTER

SETOUT PLAN

DATE SCALE DRAWN BY

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PROJECT No.

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©


CHECKED BY

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A02

TIMBER STUD FRAMING TILE.

AIR 10m / HrEXHAUST FAN TO EXTERNALFLOOR WASTE

DOWN PIPE

FW

dpBRICKWORK

ARTICULATION JOINTSAJ.

STRUCTURAL BLOCKWORK

SELECTED TILE FLOORINGSELECTED TIMBER FLOORINGFB.

DOWN PIPE WITH SPREADERSELECTED TIMBER DECKINGBEAM TO ENGINEERS DESIGN & SPECIFICATIONBEAM.RETAINING WALL - REF ENG

KL. KLIP-LOK ROOFING AT 2° MIN PITCH

LOH LIFT OFF HINGESHWS

1:300@A3

BF F.F.L 103.21 GF F.F.L 106.01

GARAGEF.F.L 106.01

F.F.L 106.01OUTDOOR LIVING

PORCHF.F.L 105.91

GARAGEF.F.L 103.62 F.F.L 104.00

PORCHF.F.L 103.90

GARAGEF.F.L 103.13

PORCHF.F.L 103.04

F.F.L 103.23

MAIL

UNIT 2 & 3 MAIL

DRIVEWAYSEALED CONCRETE DRIVEWAY

DRAIN

RAMP 1:10

RL 1

05.8

20

RL 1

06.7

00

2.0m

HIG

H TI

MBE

R PA

ILIN

G FE

NCE

PROPOSED INTERNAL 2.0m HIGH TIMBER PAILING FENCE WITH CAPPING

TOP OF R/W 103.555TIMBER SLEEPER R/W

RL 103.620

RL 1

03.2

15

RL 1

03.5

55

UP 1

:8

DN 1:15

RL 1

02.8

05

UP 1

:12

RL 1

03.5

55

RL 1

04.8

05

RL 1

06.2

50

DN 1:15

RL 103.130

DN 1

:12

TIMBER SLEEPER R/W

2505

150

1845

2655

10002000

1505

5500

5500 460

1000

1000

1415 1315 1040

1075

700

26101040

1790 769013107370 209002000 18104905 2390

1800

5000

335825

825

1850

150

500

2395

330 5000 14590 520 4330

500 2390 13590 1520

690

5000

985 825

10754425

2330

4425

6500

1500

100009460944013590 1000239042257585989535002000

150

1142

045

0010

00

1450

1450

200

1359012975

4390

950

5000

1650

5000

7690

5680

9501

050

3640

5000

3490

DRIVEWAY

525

1250

1150

800

1250

185

200

2500

5255

1310

2310

6155

1000

3535

3000

5645

SEALED COLOURED CONCRETE DRIVEWAY

1010

PROTECTION OF EXISTING TREESALL EXISTING VEGETATION SHOWN ON THE ENDORSED PLAN ON BOTH SUBJECTSITE AND NEIGHBOURING PROPERTIES TO BE RETAINED MUST BE SUITABLYMARKED AND PROTECTED (IF REQUIRED) PRIOR TO COMMENCEMENT OFDEVELOPMENT ON SITE INCLUDING DEMOLITION. VEGETATION MUST NOT BEREMOVED, DESTROYED OR LOPPED WITHOUT THE WRITTEN CONSENT OF THERESPONSIBLE AUTHORITY. BEFORE THE COMMENCEMENT OF WORKS INCLUDINGDEMOLITION, TREE PROTECTION BARRIERS MUST BE ERECTED AROUND TREESON BOTH SUBJECT SITE AND ADJOINING PROPERTIES TO FORM A DEFINED TREEPROTECTION ZONE DURING DEMOLITION AND CONSTRUCTION IN ACCORDANCEWITH TREE PROTECTION MEASURES AS PER AS 4970-2009. ANY REQUIREDPRUNING MUST BE CARRIED OUT BY A TRAINED AND COMPETENT ARBORISTWITH A THOROUGH KNOWLEDGE OF TREE PHYSIOLOGY AND PRUNING METHODS.PRUNING TO BE CARRIED OUT AS PER AS 4373-2007. ALL TREE PROTECTIONPRACTICES MUST MEET THE REQUIREMENTS OF A CONSULTING ARBORIST AND /OR TO THE SATISFACTION OF THE RESPONSIBLE AUTHORITY.

REFER TO ENDORSED TOWNPLANNING DOCUMENTATION FOR

LANDSCAPING AND PAVINGDETAILS.

ALL SETBACKS ARE TAKEN TOTITLE BOUNDARIES

3

SMOKE ALARM

CP.

100mm FOAM ON STUD

BRICK-VENEER WALL

LEGEND

dpS

TR.

RH

SELECTED CARPET

RAINWATER HEAD

HOT WATER SERVICE

400w x 150d VALLEY GUTTER TILE ROOFING PITCH VARIESNORTH

VG

TD.


SITE AND ROOF PLAN

DATE SCALE DRAWN BY

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PROJECT No.

6152

REV-

Revisions

©


CHECKED BY

C.M



A03



DOWN PIPE

FW

dpBRICKWORK


STRUCTURAL BLOCKWORK


DOWN PIPE WITH SPREADERSELECTED TIMBER DECKINGBEAM TO ENGINEERS DESIGN & SPECIFICATIONBEAM.RETAINING WALL - REF ENG



1:300@A3

TREE 2

TREE 26

TREE 25TREE 24TREE 23




2150

4800

76.733m270°00'

76.733m90°00'

17.0

69m

180°00'

17.0

69m

0°00'


EXISTING TP FENCE TAPERED TO 0.9m H TO BE RETAINED

EXISTING TP FENCE 2.0m H TAPERED TO 0.9m H TO BE RETAINED


EXIS

TING

TIM

BER

PAIL

ING

FENC

E 2.

0m H

TO

BE R

ETAI

NED

TREES REMOVED AT THE TIME OF PERMIT APPLICATION

1190

0TP

Z

3600SRZ

TREE 1

TREE 9

TREE 6

TREE 4

TREE 7

TREE 18

TREE 14

TREE 13 TREE 12 TREE 11 TREE 10

TREE 3

TREE 27

TREE 5

TREE 22

TREE 8

TREE 15

TREE 16

TREE 19

TREE 20

TREE 17

TREE 21

VACANT LOT

SCALE 1:200 @ A1

DWELLING 2DWELLING 1

TILES AT 20° PITCH

TILES AT 20° PITCHTILES AT 20° PITCH

KILP-LOK 2° PITCH KILP-LOK 2° PITCH

(REMOVE)

(REMOVE)

(REMOVE)

5160TPZ

5900

TPZ

4900TPZ

2370

SRZ

(REMOVE)

(REMOVED)

(REMOVED)

(REMOVED)

(REMOVE)

(REMOVE)

(REMOVE) (REMOVE)

(REMOVE)

(REMOVE)

7.3% Encroachment ofTPZ of Tree 9

8.2% TPZEncroachment(Tree 1)

6.4% TPZ (Tree 26)Encroachment17.8% of TPZ (Tree26)Permeable DrivewaySTONESET

2200TPZ

2000TPZ

7.9% Total Encroachmentof TPZ of Tree 9

0.6% Encroachment ofTPZ of Tree 9

9525

(REMOVE)

(REMOVE)

(REMOVE)

2460

SRZ

PROTECTION OF EXISTING TREESALL EXISTING VEGETATION SHOWN ON THE ENDORSED PLAN ON BOTH SUBJECTSITE AND NEIGHBOURING PROPERTIES TO BE RETAINED MUST BE SUITABLYMARKED AND PROTECTED (IF REQUIRED) PRIOR TO COMMENCEMENT OFDEVELOPMENT ON SITE INCLUDING DEMOLITION. VEGETATION MUST NOT BEREMOVED, DESTROYED OR LOPPED WITHOUT THE WRITTEN CONSENT OF THERESPONSIBLE AUTHORITY. BEFORE THE COMMENCEMENT OF WORKS INCLUDINGDEMOLITION, TREE PROTECTION BARRIERS MUST BE ERECTED AROUND TREESON BOTH SUBJECT SITE AND ADJOINING PROPERTIES TO FORM A DEFINED TREEPROTECTION ZONE DURING DEMOLITION AND CONSTRUCTION IN ACCORDANCEWITH TREE PROTECTION MEASURES AS PER AS 4970-2009. ANY REQUIREDPRUNING MUST BE CARRIED OUT BY A TRAINED AND COMPETENT ARBORISTWITH A THOROUGH KNOWLEDGE OF TREE PHYSIOLOGY AND PRUNING METHODS.PRUNING TO BE CARRIED OUT AS PER AS 4373-2007. ALL TREE PROTECTIONPRACTICES MUST MEET THE REQUIREMENTS OF A CONSULTING ARBORIST AND /OR TO THE SATISFACTION OF THE RESPONSIBLE AUTHORITY.

REFER TO ENDORSED TOWNPLANNING DOCUMENTATION FOR

LANDSCAPING AND PAVINGDETAILS.

ALL SETBACKS ARE TAKEN TOTITLE BOUNDARIES

NORTH

UNIT 1 BASEMENT FLOOR PLAN

DATE SCALE DRAWN BY

FEB 2021 C.L

PROJECT No.

6152

REV-

Revisions




CHECKED BY

C.M



A04

1:100@A3

3

SMOKE ALARM

CP.

50mm NASAHI (LOXO) PANEL BRICK-VENEER WALL

LEGEND

dpS

TR.

RH

SELECTED CARPET

RAINWATER HEAD

HOT WATER SERVICE

400w x 150d VALLEY GUTTER TILE ROOFING PITCH VARIESVG

CONC.




DOWN PIPE

FW

dp275mm DINCEL RETAINING WALL



DOWN PIPE WITH SPREADERSELECTED CONCRETE FLOORINGBEAM TO ENGINEERS DESIGN & SPECIFICATIONBEAM.



UP

DWELLING 1F.F.L 103.21

CELLAR PWD

GYM

STORAGE

12345678

91112131415

TILE.

CONC.

CONC.

CONC.

720

LOH.

720

720

720

720

T I T LE B O U N D A R Y


14255

79955850

27574452755850

14255

275 7145 90 3000 90 1200 90 2090 275

240 5760 90 7890 275

1082

0

1082

0

5880

4940

1250

5000

5000

1250

240

5400

240

4940

450

450

450

ALL SMOKE ALARM TO BEINTERCONNECTED AND HARD WIRED

BUILDER TO CONFIRM STAIRCASEDESIGN, LAYOUT AND CLEARANCES

ON SITE PRIOR TO ORDERING

1.01

BROAD PIERS TO ENGINEERS DESIGN AND SPECIFICATION

600

4905

5915

275

275

4905

2660

9026

15

275

2660

9075

2027

5

410

WALL EXHAUST GRILLE

NORTH

UNIT 1 GROUND FLOOR PLAN

DATE SCALE DRAWN BY

FEB 2021 C.L

PROJECT No.

6152

REV-

Revisions




CHECKED BY

C.M



A05

1:100@A3

ENS 1 BED 1

ENTRYPORCHDWELLING 1

F.F.L 106.01

F.F.L 105.82

4.8W

X 2.

4H G

ARAG

E DO

OR

F.F.L 106.01

BBQ

MEALS

OUTDOOR LIVING

LIVING

FIRE PLACE

WINE C/B

UP

DN

KITCHENL'DRY

ROBE

STUDY

UTILITY /HEATER

DOUBLE GARAGE

B'PTY

REF

PWD

2500L SLIMLINE580 x 2130L x 2130H

ALL SANITARY FLUSHING.TO BE CONNECTED TO2500L WATER TANK

dpdpdp

dp

dp

dp

HWS

1234

1516175

6789

1

DN

2 3 4 5 6 7 8

1020

820

820

CSD.

820

CSD.

720

720

2/82

0 SL

D.2/82

0 CS

D.

720

720

820

820 GLS.

STEP

720

2/820 SLD.

TILE.

TILE.

TILE.

TILE.FB. FB.

FB.

FB.

FB.

CP.

CONC.

CONC.






FIRST FLOOR ABOVE

BASE

MEN

T FL

OOR

BELO

W769022210

47084020900

1310240362090600901100901000902000180172090240

240 9750 90 1720 90 1000 90 1000 90 1000 90 1790 90 3620 240

240 19420 240 2310

1310

769022210

1000946094401000 1310

24089802409440

24060009010009018009045002404015835

9034909039002404100

9028909045002405850

1750

200

1187

050

00

5880

4940

1050

240

5400

240

4100

840

240

1034

024

0

240

3410

9050

014

0090

1000

9010

0090

2670

240

5000

1187

020

0

470

5250

470

6190

4390

7480

240

3910

240

7480

240

1820

9015

0090

410 90

1400

9059

0024

0

240

3410

9041

0 9014

0090

2406

6090

4650

9024

0090

2360

9096

024

0

2406

6090

3160

9014

0090

2400

9018

6090

500

960

240

240

2910

9024

0090

F.F.L 105.91

COL.

4701840

2310

AJ.

AJ.

GRATED DRAIN TO ENGINEERSDESIGN AND SPECIFICATION

AJ.AJ.AJ.AJ.

AJ.

AJ.

AJ. AJ.

AJ.

AJ.

AJ.

1.02

1.031.041.05

1.06

1.07

1.08

1.09

600 1000 1300 1000 600

600

1000

3340

600

600

500

2260

810

3585906075

2055 1960 2055 90

600

600

600

P/S

P/S

600

600

O/H

3

SMOKE ALARM

CP.


LEGEND

dpS

TR.

RH

SELECTED CARPET

RAINWATER HEAD

HOT WATER SERVICE


CONC.




DOWN PIPE

FW







1011

STEP

PROVIDE CONTINUOUSHANDRAIL TO SIDE

HEAT & GLO SLR-XFIREPLACE TO BE INSTALLEDAS PER MANUFACTURER'SSPECS

UNIT 1 FIRST FLOOR PLAN

DATE SCALE DRAWN BY

FEB 2021 C.L

PROJECT No.

6152

REV-

Revisions




CHECKED BY

C.M



A06

1:100@A3

L'DRY SHOOT

DN

DWELLING 1

LEISURE AREA

ENS 2

WIR

BATH

ENS 3

BED 4

BED 3

WIR WIR

dpS

dpS

dpS

dpSdpS

dpS

dpdp

dp

dp

dp

dp

123456789 11

12131415161718

1m HIGH BALUSTRADE FORMA.F.L WITH CONTINUOUSRAILS IN ACCORDANCE WITHAS 1170.1

820

1000

720LOH.

GLS.

GLS.

820

820

720

720

820

820

TILE.

TILE.WC

TILE.

TILE.

CP.

CP.

CP.

CP. CP.

CP.

TILE.

TILE

.TI

LE.

TILE.

1.10

1.11

1.12

1.13

1.14

1.15

1.16

1.171.181.191.20

1.211.22

1.231.24

1.25

1.26

1.27

1.28

1.29 1.30

1.31 1.32

GUTTER ON BRICKWORK

952518860

4795 5650 8410

4795 165 5320 165 8410

165 4705 90 5320 90 2090 90 1500 90 4550 165

165 4705 90 10180 90 1685 90 1685 165

18860

4795 5530 7255 1275

165 4705 90 900 90 3120 90 3300 90 4865 165

165 3460 90 1155 90 4110 90 2310 90 900 90 4865 16553

3595

3522

00

490

8545

500

165

4935

9031

9016

5

165

5425

9016

0090

2000

165

165

5425

9036

9016

5

9535

490

5265

3280

165

3245

9016

0016

5

165

3245

9016

0090

3190

165

165

4935

9051

090

2590

165

165

5425

9017

7090

1835

165

250

3000

9525




600

60060

0

600

600

600

1685

90



600

600

600

BED 2CP.

NORTH3

SMOKE ALARM

CP.


LEGEND

dpS

TR.

RH

SELECTED CARPET

RAINWATER HEAD

HOT WATER SERVICE


CONC.




DOWN PIPE

FW







10

1920

500 1730 1215 1705 500 3530 500 3955 500479575

500

7545

500

500

4340

500

2780

500


DATE SCALE DRAWN BY

FEB 2021 C.L

PROJECT No.

6152

REV-

Revisions




CHECKED BY

C.M



A07

1:100@A3

UP

PDR

PORCH

ROBE

BED 1

L'DRY

FIRE PLACE

GARAGE

ENTRY

DWELLING 2

REF

LIVING

C/B

LIN

KITCHENMEALS B'PTY

ENS

F.F.L 104.00

F.F.L 103.62

UP

2500

L SL

IMLI

NE58

0 x

2130

L x

2130

H

ALL SANITARY FLUSHING.TO BE CONNECTED TO2500L WATER TANK

dp

dp

dp

dp

HWS

1234567891011


1 2

UP123

8203/620 SLD.

720 720

720

720

LOH.

2/720

820 920

720

TILE.

TILE.

TILE.

FB.

FB. FB. FB.

FB.

CP.

CONC.

CONC.

2300

mm

OPE

NING

2975mm OPENING

5.0W X 2.4H GARAGE DOOR

AJ.

AJ.

AJ.

AJ.

AJ.

AJ.

RH

RH

RH

820

820

2.012.022.03

2.04

F.F.L 103.90

COL.

2.05 2.06 2.07 2.08

2.09

2.10

15465230

230 8095 7370

470 1320

1790

1790 4840 90 2200 240

230 5550 90 7895 90 1600 240

230 555090

1000 90 1365 240 5200 90 1600 240

15465

2610422575851050

240 3170 90 1400 90 2355 240

240 3170 90 8065 240

240 2060 90 1610 90 1500 90 5885 240

230 5550 90 1000 90 5885 240

5000

1192

015

0

3940

6480

240

6000

240

3940

240

6000

9051

090

3250

240

240

6000

9051

090

1000

9021

6024

0

5000

1192

015

0

2250

4725

4945

240

4465

240

240

910

9034

6524

0

240

9190

240

240

1340

2910

9022

6090

1000

9021

6024

0

1250

240

7690

9021

6024

0

470

1105

1575






800 1000 600

1000

2465

1000

P/S

P/S

2/420

24010002801075901400903170240

1000 600

FIRS

T FL

OOR

ABOV

E

O/H

NORTH3

SMOKE ALARM

CP.


LEGEND

dpS

TR.

RH

SELECTED CARPET

RAINWATER HEAD

HOT WATER SERVICE


CONC.




DOWN PIPE

FW







12

HEAT & GLO SLR-XFIREPLACE TO BEINSTALLED AS PERMANUFACTURER'S SPECS


DATE SCALE DRAWN BY

FEB 2021 C.L

PROJECT No.

6152

REV-

Revisions




CHECKED BY

C.M



A08

1:100@A3

ENS

WIR

BATHWC

DN

RETREAT

BED 3 BED 4

ROBE

ROBE

BENCH

DWELLING 2

BED 2

dpSdpS

dpS

dpS

dp

RHRH

RH

dp

dp

dp

dp


12345678910111213141516

820 CSD.

820

820

820

820

820

4/86

0 SL

D.

4/86

0 SL

D.

820

TILE.TILE.

TILE.

LOH.

CP.

CP.

CP.CP.

CP.

TILE

. TILE.

2.112.122.132.142.152.16

2.172.182.192.20

2.21

2.22

2.23 2.24

2.25

2.26 2.27

13840

7110 4290 2440

165 3170 90 3520 165

165 3170 90 3520 90 2300 90 1810 165

165 995 90 1000 90 995 90 7810 165

13840

84005440

16551090 3340 9051090 3440 165

165 4260 90 1000 90

165 4260 90 1000 90 5630 165

5690

9380

7870

1510

165

3475

9019

0090

1985

165

165

3475

9014

0090

2485

165

165

4375

9010

0090

1985

165

165

4465

1000

9019

8516

5

5690

9380

2000

900

4550

3930

165

3600

165

165

3600

9032

8590

1085

165

165

3600

9032

8590

1985

165

2000

2440






NORTH3

SMOKE ALARM

CP.


LEGEND

dpS

TR.

RH

SELECTED CARPET

RAINWATER HEAD

HOT WATER SERVICE


CONC.




DOWN PIPE

FW







17

500 3565 500 875 500 3170 860 3370 500

500 6110 500

℄1215

1115


DATE SCALE DRAWN BY

FEB 2021 C.L

PROJECT No.

6152

REV-

Revisions




CHECKED BY

C.M



A09

1:100@A3

PORCH

BED 1ENS

L'DRY

LIVING

MEALS

KITCHEN

GARAGE

FIRE

PLA

CE

UP

ENTRY

B'PTY

DWELLING 3

REF

ROBE

BENC

H

CH: 2400

PDR

F.F.L 103.23

F.F.L 103.13

2500L SLIMLINE580 x 2130L x 2130H

RH

RH

dp

RH

RH

RH

dp

HWS

1 2 3 4 5 6

98

UP UP12

2

820

920

720

820

STEP

LOH.

820820

820

820

4/72

0 SL

D.

820

820

TILE.

TILE.

TILE.

FB. FB.

FB.

FB.

FB.

CP.

CONC.

CONC.

AJ.

AJ.


AJ.

AJ.

AJ.

AJ.

AJ.

AJ. AJ.

ALL SANITARY FLUSHING.TO BE CONNECTED TO2500L WATER TANK R/W

AJ.

3.01

3.02F.F.L 103.04

3.033.04

3.05

3.06

3.07

3.08

3.09

3.10

P/S

P/S

150

1592

010

00

1142

045

00

240

9275

9015

7524

0

2505

1845

2150

9045

9090

1810

9025

1024

0

150

1592

010

00

9570

2000

4350

470

1375

1845

2000

240

9090

240

240

3000

9060

0024

0

240

3000

9025

0090

1570

9017

5024

0

390

13385

98853500

240 2735 90 3410 9051090 2490 230

800 1690

2305500901000902735240

FIRST FLOOR ABOVE

O/H

2000 13155 230

230644018104905

240 4425 240 1340 470

240 6235 240

240 7325 90 5500 230

901570905905075240

390

300mmBULKHEAD

10001500

2000

240 4825 2500 90 5500 230

COL.

1340 470

1810



T I T

LE

B

O U

N D

A R

Y




NORTH3

SMOKE ALARM

CP.


LEGEND

dpS

TR.

RH

SELECTED CARPET

RAINWATER HEAD

HOT WATER SERVICE


CONC.




DOWN PIPE

FW







7

10

HEAT & GLO SLR-XFIREPLACE TO BEINSTALLED AS PERMANUFACTURER'SSPECS


DATE SCALE DRAWN BY

FEB 2021 C.L

PROJECT No.

6152

REV-

Revisions




CHECKED BY

C.M



A10

1:100@A3

BED 3

BED 4

DN

ROBE

RETREAT

ROBE

DWELLING 3

BATH

WC

dp

dpS

dpS

dp

dp

RHRH

RH

RH

dp

dp

RH

BED 2

2 3 4 5 6

89

10111213141516

820

2/86

0 SL

D.

820

820

2/86

0 SL

D.

820

820

CSD.

LOH.

820

820

900

TILE.

TILE.

TILE.WC

TILE.ENS 2 WIR

CP.

CP.

CP.CP.

CP.

TILE.

TILE

.

3.113.123.133.14

3.15

3.16

3.173.18

3.19

3.20

3.21 3.22

3.23

3.24 3.25

3.26

3.27

3.28

3000 11080

165 3440 9051090 3660 165

165 3440 90 4260 165

165 4530 90 3170 165

3000 11080

4890 6190

165 2570 90 1900 165

165 1580 90 900 90 1900 165

165 4060 90 2250 9051090 3660 165

165 4060 90 1160 90 1000 90 4260 165

2655

1241

520

00

5005

7410

165

3200

9037

9016

5

165

1310

9018

0090

3790

165

165

3200

9054

090

1000

9020

7090

4915

165

2655

1241

520

00

8495

3920

165

3005

9019

8090

3000

165

165

1910

9010

0090

1980

9010

0090

1915

165

165

3250

4915

165



T I T

LE

B

O U

N D

A R

Y




NORTH3

SMOKE ALARM

CP.


LEGEND

dpS

TR.

RH

SELECTED CARPET

RAINWATER HEAD

HOT WATER SERVICE


CONC.




DOWN PIPE

FW







17

7

500 3890 500 1645 500 3545 500

℄1215

1315

ELEVATIONS

DATE SCALE DRAWN BY

FEB 2021 C.L

PROJECT No.

6152

REV-

Revisions

©


CHECKED BY

C.M



A11

1:200@A3

T I T

L E

2740

400

T I T

L E

2740

400

2740

2740

GF: FFL 103.230

FF: FFL 106.370

FCL

FCL

1165

WALL ON BOUNDARY

3055

3290

7760

2960

7715

2735

3020

4070

DWELLING 1


7340

SOUTH ELEVATIONSCALE 1:100

GF: FFL 104.000

FF: FFL 107.140

FCL

FCLGF: FFL 106.010

FF: FFL 109.570

BF: FFL 103.210

2740

400

3160

400

2400

FCL

FCL

FCL

1200

N.G.L AT BUILDING

N.G.L AT BUILDING

N.G.L AT BOUNDARY

6475 61

95 5805 64

25 5875

6160

4200

3265

6420

26000RAMP DN 1.18

5000RAMP LEVEL

20000RAMP DN 1.16

5500RAMP LEVEL

12000

2200

2200

5000

5000

3°

8000

EXISTING SITE SLOPE AT 3° WITHINTHE FIRST 8m OF THE SITE

8535

9040

1100

1100

1100

SR

SR

SR

TR TR

TR TR

TR

TR

FB

FB

FB

FBFBGD

GD

SR SR SR

SR

TRTR

TR

SR SR SR

SR

FBFB

SRRL 1

06.250

RL 104.

805

RL 104.

805

RL 103.

555

RL 103.

555

RL 102.

805GARAGE: FFL 103.620

GARAGE: FFL 103.130 EXISTING 2.0m BOUNDARYFENCE

EXISTING 900mmBOUNDARY FENCE

G1

1700

G3 G3G3G3G3G3

1700

FCL

G3 G3 G3 G3 G3

1700

G3G3G3G3G3

G3G3G3G3G3G3G3G3G3G3

G3G3G3G3

1700

1700

1700

1475

G39M SIGHTLINES

9M SIGHTLINES

2M TP

MATERIAL SCHEDULE:

SR SMOOTH RENDER FINISHFB FACEBRICK WALLGD SELECTED GARAGE DOORG1 OBS GLASS - 150mm

RESTRICTED AWNINGG3 FIXED OBSCURE GLAZING (NOT FILM)

WITH A MAXIMUM TRANSPARENCYOF 25% TO A MINIMUM HEIGHT OF1.7m ABOVE FINISHED FLOOR LEVEL

TP 1.8m HIGH TIMBER PAILING FENCETR SELECTED TILED ROOF AT 20° PITCH

ALUMINIUM WINDOWS THROUGH-OUT

COLORBOND GUTTERS, FASCIA'S ANDDOWNPIPES

T I T

L E

T I T

L E

2700

400

3160

FCL

FCL

400

2740

2740

400

2400

400

2740

DWELLING 1


2740

GF: FFL 106.010

FF: FFL 109.570

BF: FFL 103.210

FCL

FCL

FCL

GF: FFL 104.000

FF: FFL 107.140

FCL

FCL

GF: FFL 103.230

FF: FFL 106.370

8060

2990

WALL ON BOUNDARY

6290

1700

3110

7650

3395

6265

3240

7560

5990

NORTH ELEVATIONSCALE 1:100

8800RAMP DN 1:10

2970

3335

WALL ON BOUNDARYN.G.L AT BUILDING AND BOUNDARY9460

7585

4680

40653105

7015

5820

1100

1100

110017

00

1200

8450

TR

TR

TR

SR SR SR

FB FB

SR

TR

TRTR TR

TRTR

SR SR

SRSR

FBFBFB

FB

FB

EXISTING 2.0m BOUNDARY FENCEEXISTING 900mmBOUNDARY FENCE

G1 G1 G1

G1 G1

3160

400

2700

400

2400

GF: FFL 106.010

FF: FFL 109.660

BF: FFL 103.210

FCL

FCL

T I T

L E

T I T

L E

2700

400

3160

8070

6300

EAST ELEVATIONSCALE 1:100

DWELLING 1

400

2400

GF: FFL 106.010

FF: FFL 109.570

BF: FFL 103.210

FCL

FCL

FCL

N.G.L AT BOUNDARY

N.G.L AT BUILDING

3200

3960

2400

4800

1100

TR TR

TR

FB

FB

GD

SR

SR

T I T

L E

T I T

L E

3160

400

400

2700

2700

400

3160

2400

2400

400GF: FFL 106.010

FF: FFL 109.660

BF: FFL 103.210

FCL

FCL

FCL

GF: FFL 106.010

FF: FFL 109.660

BF: FFL 103.210

FCL

FCL

FCL

DWELLING 1

WEST ELEVATIONSCALE 1:100

INTERNAL

4970 31

0 SITE CUT

9070

4200

7300

N.G.L AT FENCE BETWEEN UNIT 1 AND 2 N.G.L AT BUILDING

12001020

180

1100

TR

TR

SR

SR

FB

FB

FB

FB

T I T

L E

T I T

L E

2740

400

2740

FCL

FCL

GF: FFL 103.230

FF: FFL 106.370

2740

400

2740

DWELLING 3

ADJOINING DWELLING 2

7415

3240

5720

6020

3640 28

05

TR TR

TR

SR

SR

FB FBFB


INTERNAL

1.32 1.31 1.30 1.29

1.09

2.27 2.26 2.24 2.23 2.22

3.25 3.24 3.22 3.21

2.10 2.08 2.073.10 3.08

3.14 3.13 3.12 3.11

2.20 2.19 2.18 2.17 2.16 2.15 2.14 2.13 2.12 2.11

2.03 2.02 2.012.04

1.24 1.23 1.22 1.21 1.20 1.19 1.18 1.17

1.05 1.04 1.03

1.16 1.15 1.14 1.13 1.12 1.11 1.10

1.02

1.28 1.27 1.26 1.25

1.08 1.06 1.01

3.17 3.16 3.15 3.28 3.27 3.26

3.013.023.03

SELECTED TILE ROOFING PITCHED AT 20° INACCORDANCE WITH BCA 3.5.1

SELECTED GUTTER & DOWNPIPES ONCOLORBOND FASCIA AS PER AS.3500.

SELECTED FACE BRICKWORK AS PERAS.3700.

600

600NASAHI (LOXO) 50mm EXTERNAL WALLCLADDING (CMA-CM40172) INSTALLED TOMANUFACTURERS SPEC' WITH SMOOTHRENDER FINISH



SELECTED RENDER OVER FACE BRICKWORKAS PER AS.3700.

KLIP-LOK (KL.) ROOFING OR SIMILAR AT 2° MINPITCH INSTALLED TO MANUFACTURERS SPECS

SELECTED GLAZING IN ACCORDANCE WITH AS.1288


NASAHI (LOXO) 50mm EXTERNAL WALLCLADDING (CMA-CM40172) INSTALLED TO

MANUFACTURERS SPEC' WITH SMOOTHRENDER FINISH



600

SELECTED GLAZING IN ACCORDANCE WITH AS.1288


SELECTED 100mm RIBBON MOLDING OVERCLADDING. BUILDING TO SUIT

SELECTED 250mm RIBBON MOLDING OVERFACEBRICK. BUILDING TO SUIT

SELECTED 250mm RIBBON MOLDING OVERBRICKWORK. BUILDING TO SUIT


SELECTED FACE BRICKWORK AS PER AS.3700.



600

600


SELECTED GLAZING IN ACCORDANCEWITH AS.1288


470 x 470 CAPPED BRICK PIERS

METAL INFILL COLOURNEUTRAL OR SIMILAR


600



NASAHI (LOXO) 50mm EXTERNAL WALLCLADDING (CMA-CM40172) INSTALLED TOMANUFACTURERS SPEC' WITH SMOOTHRENDER FINISH







600








5.0W X 2.4H GARAGE DOOR5.0W X 2.4H GARAGE DOOR








SELECTED GLAZING IN ACCORDANCE WITHAS.1288





600SELECTED GLAZING IN ACCORDANCEWITH AS.1288

SELECTED 100mm RIBBON MOLDINGOVER CLADDING. BUILDING TO SUIT






SELECTED TILE ROOFING PITCHED AT 20°IN ACCORDANCE WITH BCA 3.5.1

NASAHI (LOXO) 50mm EXTERNAL WALLCLADDING (CMA-CM40172) INSTALLEDTO MANUFACTURERS SPEC' WITHSMOOTH RENDER FINISH


600

600

600



NASAHI (LOXO) 50mm EXTERNAL WALLCLADDING (CMA-CM40172) INSTALLEDTO MANUFACTURERS SPEC' WITHSMOOTH RENDER FINISH



600

1700

BASE RENDER OVER FACEBRICKTO MATCH SAME AS PROPOSEDUNITS

G3

WALL EXHAUST GRILLE

FCL

ELEVATIONS & SECTIONS

DATE SCALE DRAWN BY

FEB 2021 C.L

PROJECT No.

6152

REV-

Revisions

©


CHECKED BY

C.M



A12

1:200@A3

T I T

L E

T I T

L E

400

2740

2740

2740

400

2740

7900

3550

DWELLING 3


FCL

FCL

GF: FFL 103.230

FF: FFL 106.370

FCL

FCL

GF: FFL 103.230

FF: FFL 106.370

N.G.L AT BUILDING AND BOUNDARY

4115

6065

6470

1700

1100

TRTR

SR SR

FB FB

SR

EXISTING 2.0m BOUNDARYFENCE

G1 G1

3725

T I T

L E

T I T

L E

2740

400

2740

2740

400

2740

DWELLING 2

7330

2680

5820

GF: FFL 104.000

FF: FFL 107.140

FCL

FCL

GF: FFL 104.000

FF: FFL 107.140

FCL

FCL


INTERNAL

SITE CUT

N.G.L AT FENCE BETWEEN UNIT 1 AND 2N.G.L AT BUILDING

1100

TR

TR

SR

SR

FB

FB

FB

G3 G3 G3 G3

2740

400

2740

GF: FFL 104.000

FF: FFL 107.140

FCL

2740

400

2740

SITE FILL

DWELLING 2

7890

ADJOINING UNIT 3

3845

6340 61

60

3000 3000RAMP UP 1:8


INTERNAL

TR TR

SR

SR

FB

FB

MATERIAL SCHEDULE:

SR SMOOTH RENDER FINISHFB FACEBRICK WALLGD SELECTED GARAGE DOORG1 OBS GLASS - 150mm

RESTRICTED AWNINGG3 FIXED OBSCURE GLAZING (NOT FILM)

WITH A MAXIMUM TRANSPARENCYOF 25% TO A MINIMUM HEIGHT OF1.7m ABOVE FINISHED FLOOR LEVEL

TP 1.8m HIGH TIMBER PAILING FENCETR SELECTED TILED ROOF AT 20° PITCH

ALUMINIUM WINDOWS THROUGH-OUT

COLORBOND GUTTERS, FASCIA'S ANDDOWNPIPES

3.23 3.20 3.19 3.18

3.09 3.07 3.06 3.05 3.04

2.25

2.09 2.06

2.21

2.05

3160

400

2700

400

2400

GF: FFL 106.010

FF: FFL 109.660

BF: FFL 103.210

FCL

FCL

FCL

T I T

L E

T I T

L E

2700

400

3160

SECTION A-ASCALE 1:100

DWELLING 1

400

2400

GF: FFL 106.010

FF: FFL 109.570

BF: FFL 103.210

FCL

FCL

FCL

2455

RETREAT

L'DR

Y SH

OOT BATH

2340

B'PTY UTILITIES

BASEMENT

AG LINE BELOW FOOTING LEVEL REFER TOCIVIL DRAWING FOR EXACT LOCATION OF AGIDRAIN

APPROX. LOCATION OF BORED PIER ALONGBOUNDARY, REFER TO ENGINEER'S DRAWINGFOR DETAILS

SOIL CLASSIFICATIONAS PER SOIL REPORT

4480

BF: FFL 103.210


ROOF TRUSSES AS PER MANUFACTURERSDESIGN AND SPECIFICATIONS

MANUFACTURERS COMPUTATIONS TO BEPROVIDED PRIOR TO FRAME INSPECTION.





600

SUB-FLO`OR CONSTRUCTION AND LAYOUT ASPER ENGINEERS DESIGN AND SPECIFICATION.REFER TO ENGINEERS DRAWING ANDCOMPUTATIONS

DINCEL 275mm WALL AS PER ENG'S DESIGNAND TO BE INSTALLED TO MANUFACTURER'SRECOMMENDATIONS. REFER TO ENGINEERS

DRAWING AND COMPUTATIONS FOR DETAILS

AG LINE BELOW FOOTING LEVEL REFER TOCIVIL DRAWING FOR EXACT LOCATION OF AGI

DRAIN

FILL

FILL


SLAB AS PER ENGINEER'S DESIGN AND SPECIFICATIONS.REFER TO ENGINEER'S DRAWING AND COMPUTATIONS

ALL GLAZING TO BE INACCORDANCE WITH AS.1288 & AS.2047


2400

3160

2700

600


T I T

L E

2740

400

T I T

L E

2740

400

2740

2740

GF: FFL 103.230

FF: FFL 106.370

FCL

FCL

DWELLING 2

GF: FFL 104.000

FF: FFL 107.140

FCL

FCLGF: FFL 106.010

FF: FFL 109.570

BF: FFL 103.210

2740

400

3160

400

2400

FCL

FCL

FCL

AG LINE BELOW FOOTING LEVELREFER TO CIVIL DRAWING FOREXACT LOCATION OF AGI DRAIN

FILL

BED 2

DWELLING 3

DWELLING 1

WC

BED 2

BED 3

GARAGE

LIVING

KITCHEN

BED 3 BED 4

GARAGE

B'PTYMEALS

FILL FILL

FILLFILL FILL

FILL




FILL

ENS WIR BATH BED 4

BASEMENT

OUTDOOR LIVING KITCHEN B'PTY GARAGE 3350

GF: FFL 103.230 GARAGE FFL 103.130100mm STEP

2840

490

2740

FF: FFL 106.370

F.F.L 103.620 380mm STEP

3120 27

40

GF: FFL 104.000

FF: FFL 107.140

2830

BF: FFL 103.210

GF: FFL 106.010

FF: FFL 109.570

GF: FFL 106.010GARAGE F.F.L 105.82190mm STEP

AG LINE BELOW FOOTING LEVELREFER TO CIVIL DRAWING FOREXACT LOCATION OF AGI DRAIN

FLASH AND CAP IN ACCORDANCE WITH BCA3.5.1.


BOX GUTTER IN ACCORDANCE WITH AS.3500.ADJUST TO SUIT ON SITE.

ALL GLAZING TO BE INACCORDANCE WITH AS.1288 & AS.2047



SLAB AS PER ENGINEER'S DESIGN AND SPECIFICATIONS.REFER TO ENGINEER'S DRAWING AND COMPUTATIONS

DINCEL 275mm WALL AS PER ENG'S DESIGN AND TO BEINSTALLED TO MANUFACTURER'S RECOMMENDATIONS. REFERTO ENGINEERS DRAWING AND COMPUTATIONS FOR DETAILS

SUB-FLOOR CONSTRUCTION AND LAYOUT ASPER ENGINEERS DESIGN AND SPECIFICATION.REFER TO ENGINEERS DRAWING ANDCOMPUTATIONS

FLASH AND CAP IN ACCORDANCEWITH BCA 3.5.1.

600





SLAB AS PER ENGINEER'S DESIGN ANDSPECIFICATIONS. REFER TO ENGINEER'S

DRAWING AND COMPUTATIONS


600

600







SLAB AS PER ENGINEER'S DESIGN ANDSPECIFICATIONS. REFER TO ENGINEER'SDRAWING AND COMPUTATIONS

SUB-FLOOR CONSTRUCTION AND LAYOUT ASPER ENGINEERS DESIGN AND SPECIFICATION.REFER TO ENGINEERS DRAWING ANDCOMPUTATIONS

FLASH AND CAP IN ACCORDANCE WITHBCA 3.5.1.

KLIP-LOK (KL.) ROOFING OR SIMILAR AT 2°MIN PITCH INSTALLED TO MANUFACTURERS

SPECS


BOX GUTTER IN ACCORDANCE WITHAS.3500. ADJUST TO SUIT ON SITE.





SUB-FLOOR CONSTRUCTION AND LAYOUTAS PER ENGINEERS DESIGN AND

SPECIFICATION.REFER TO ENGINEERS DRAWING AND

COMPUTATIONS

SLAB AS PER ENGINEER'S DESIGN ANDSPECIFICATIONS. REFER TO ENGINEER'S

DRAWING AND COMPUTATIONS


SECTION B-BSCALE 1:100

DETAIL01

A13

DETAIL02

A13

DETAIL03

A13

TO CLIENT'S SPEC.

SCALE 1:20

190m

ax

TYPICAL STAIR ELEVATION DETAIL

SELECTED HAND RAIL

870 M

IN.

HAND

RAIL

ABO

VE N

OSIN

G

STRINGER

250min

*1050MM MIN HIGH HANDRAILS*BALUSTERS AT 125mm CRS*MIN. HEAD ROOM 2050mm

AND DETAILS TO CLIENT'S SELECTED STAIR TREADS

SPECIFICATION.

OR P4/R11 FOR WET/EXTERNAL

* PROVIDE SLIP RESISTANCE OF CLASS P3/R10 FOR DRY/INTERNAL

SELECTED WALL CLADDING

FLASHING AS SPECIFIED TO WINDOW HEAD

PB WALL LINING

SELECTED ARCHITRAVE TO WINDOWS AND DOORS

PB WALL LINING

WINDOW FRAMES

FLASHING AS SPECIFIED TO WINDOW SILL

SELECTED WALL CLADDING

JAMB DETAIL IDENTICAL

SELECTED ARCHITRAVE TO WINDOWS AND DOORS

TYPICAL WINDOW DETAILSCALE 1:10

TO CLIENT'S SPEC

DETAIL04

A13

DETAIL05

A13

DETAIL06

A13

T I T

L E T I T

L E

FRONT FENCE ELEVATIONSCALE 1:100

MAILBOXES &NEWSPAPER HOLDER

1500

MAX

470 x 470 CAPPEDBRICK PIERS

METAL INFILLCOLOUR NEUTRAL OR

SIMILAR

N.G.L. AT BOUNDARY

SELECTED WROUGHT IRONGATES

900

MAX

550 1695 550 1265 550 950 550 3990 5151905550

BASE RENDER OVERFACEBRICK TO MATCHSAME AS PROPOSEDUNITS





SELECTED GLAZING IN ACCORDANCE WITHAS.1288

600




600


SELECTED GLAZING INACCORDANCE WITH AS.1288



SELECTED FACE BRICKWORK ASPER AS.3700.

SELECTED 250mm RIBBONMOLDING OVER CLADDING.

BUILDING TO SUIT

SELECTED RENDER OVER FACE BRICKWORK ASPER AS.3700.




SELECTED GLAZING INACCORDANCE WITH AS.1288



600

G1

DETAIL07

A13

DETAILS

DATE SCALE DRAWN BY

FEB 2021 C.L

PROJECT No.

6152

REV-

Revisions




CHECKED BY

C.M



A13

1:100@A3

NORTH

PROVIDE 10mm PLASTERBOARD TOCEILING AND WALLS WITH SELECTEDPAINT FINISH

PROVIDE INSULATION AS PER THEENDORSED THERMAL ASSESSMENT

DETAIL 01SCALE 1:20


ROOF TRUSSES AS PER MANUFACTURERS DESIGN AND SPECIFICATIONS

SELECTED GUTTER & DOWNPIPESON COLORBOND FASCIA AS PER AS.3500.

SELECTED TILE ROOFINGPITCHED AT 20°.IN ACCORDANCE WITH BCA 3.5.1ON HW BATTENS AT 900 CTRS

50mm NASAHI (LOXO) PANEL

SELECTED FIBRE-CEMENT SOFFITLINING - PAINT FINISH

NASAHI (LOXO) APPROVED COASTING SYSTEM METAL BATTEN

PANEL FIXINGBATTEN FIXING600

SELECTED KLIP-LOK ROOFINGPITCHED AT 2° MIN ON HW GRADED BATTENS.IN ACCORDANCE WITH BCA 3.5.1

50mm NASAHI PANEL TO BEINSTALLED TO MANUFACTURERSSPEC' WITH SMOOTH RENDER FINISH

FLASH AND CAP INACCORDANCE WITH BCA 3.5.1

MIN. 150d x 300w BOX GUTTERIN ACCORDANCE WITH AS.3500- ADJUST TO SUIT ON SITE

ROOF TRUSSES AS PER MANUFACTURERS DESIGN ANDSPECIFICATIONS MANUFACTURERS COMPUTATIONS TOBE PROVIDED PRIOR TO FRAME INSPECTION.

PROVIDE 10mm PLASTERBOARD TO CEILING AND WALLS WITH SELECTED PAINT FINISH


SELECTED FACE BRICKWORKAS PER AS.3700.

DETAIL 02SCALE 1:20


SELECTED TILE ROOFINGPITCHED AT 20°.


ROOF TRUSSES AS PER MANUFACTURERS DESIGN AND SPECIFICATIONS

SELECTED GUTTER & DOWNPIPESON COLORBOND FASCIA AS PER AS.3500.

IN ACCORDANCE WITH BCA 3.5.1ON HW BATTENS AT 330 CTRS

600

PROVIDE 10mm PLASTERBOARD TOCEILING AND WALLS WITH SELECTEDPAINT FINISH


COMPUTATIONS)

ROOF BEAMS TO ENGINEERS DESIGN &

(REFER TO ENGINEERS DRAWINGS &SPECIFICATIONS

SELECTED KLIP-LOCK ROOFINGROOF PITCH 2° MIN

SELECTED GUTTER & DOWNPIPESAS PER AS.3500.


PROVIDE 10mm PLASTERBOARD TOCEILING WITH SELECTEDPAINT FINISH


DETAIL 03SCALE 1:20

GRADED BATTENS: 38x75 F8 H.W.AT 900mm CTRS.

DETAIL 04SCALE 1:20

DETAIL 05SCALE 1:20



PROVIDE 10mm PLASTERBOARD TOCEILING WITH SELECTED PAINT FINISH

SELECTED KLIP-LOK ROOFINGPITCHED AT 2° MIN ON GRADED HW BATTENS.IN ACCORDANCE WITH BCA 3.5.1

SELECTED KLIP-LOK ROOFINGPITCHED AT 2° MIN ON GRADED HW BATTENS.IN ACCORDANCE WITH BCA 3.5.1

SELECTED FIBRE-CEMENT CLADDINGPAINT FINISH - FLASH AS REQUIRED


90X35 BOTTOM PLATE

110X12 MDF SKIRT- TRIMMED TO FIT

WATERPROOF MEMBRANE OVERCOMPACTED SAND BEDDINGDETAIL 06

SCALE 1:20

DETAIL 07SCALE 1:20CORNER DETAILS AT 275mm

THICK BASEMENT WALLS

75mm

MIN

.

150m

m MI

N.

HAND

RAIL

ABOV

E NO

SING

870

250min

179.5

max

TYPICAL STAIR ELEVATION DETAIL

SELECTED CONTINUOUS HAND RAILTO CLIENT'S SPEC.

SELECTED STAIR TREADS AND DETAILS TO CLIENT'S SPECIFICATION.

*1000MM CONTINUOUS HIGH HANDRAILS*BALUSTERS AT 125mm CRS*MIN. HEAD ROOM 2050mm

SCALE 1:10

HEAD HEIGHT - ENSURE MINIMUM2050MM HEAD BETWEEN TREAD &UNDERSIDE OF CEILING OF FIRST FLOOR

ALL STAIR NOSING AND LANDING TO BESLIP RESISTANCE TO MEET BCA 3.9.1.3WHEN TESTED IN ACCORDANCE WITH AS4586 TO CLASSIFICATIONS - P3 OR R10DRY (INTERNAL AND P4 OR R11 WET(EXTERNAL)

DATE SCALE DRAWN BY

FEB 2021 C.L

PROJECT No.

6152

REV-

Revisions




CHECKED BY

C.M


REV_ 09.06.2021 ISSUE FOR BUILDING PERMIT DETAILS

A14

1:100@A3

DWELLING 1 & 2 WINDOW SCHEDULE

DATE SCALE DRAWN BY

FEB 2021 C.L

PROJECT No.

6152

REV-

Revisions




CHECKED BY

C.M



A15

1:100@A3

HEAD

HEI

GHT

2200

1800

400

1925

A

1.01BASEMENTALUMINIUM FRAME

2400

HEAD

HEI

GHT

1800

600

2700

1000

1000

AWNING WINDOW

1.02BED 1ALUMINIUM FRAMEAWNING WINDOW

A A

A F A

F

1.03WCALUMINIUM FRAMEAWNING WINDOW

2000

HEAD

HEI

GHT

750

1000

1000

A

A A

1500

F F

1.04STUDYALUMINIUM FRAMEAWNING WINDOWFIXED OBSCURE TO 1.7m A.F.L

700

300

1000

1000

700

300

F F F

2250

A A A

1.05MEALSALUMINIUM FRAMEAWNING WINDOWFIXED OBSCURE TO 1.7m A.F.L

500

1300

2400

HEAD

HEI

GHT

2100

300

3600

1.06LIVINGALUMINIUM FRAMEAWNING WINDOW

2400

3800

1300

1100

F F F

AA

1.07LIVINGALUMINIUM FRAMEBI-FOLD DOOR

O O O O

A A A A

A

1.08KITCHENALUMINIUM FRAMEAWNING WINDOW

3000

A A A A

1100

1300

240021

00

1.10, 1.11, 1.12BED 4ALUMINIUM FRAMEAWNING WINDOW

1100

1000

2400

HEAD

HEI

GHT


HEAD

HEI

GHT

1100

1000

600 600

1.13WIRALUMINIUM FRAMEAWNING WINDOW

1100

1000

600


A A A

1100

1000

600

400

600

A

F

1.17, 1.18,BED 3ALUMINIUM FRAMEAWNING WINDOW

1100

1000

A

1.19ENS 3ALUMINIUM FRAMEAWNING WINDOW

1100

1000

600

F F

1200

1.20STAIRSALUMINIUM FRAMEAWNING WINDOW

1100

1000

600

400

1200

F F

AA

1.21, 1.22LEISURE AREAALUMINIUM FRAMEAWNING WINDOW

FIXED OBSCURE TO 1.7m A.F.L OBSCURE FIXED OBSCURE TO 1.7m A.F.L

F

A

1100

1000

600

400

600

1.23, 1.24LEISURE AREAALUMINIUM FRAMEAWNING WINDOWFIXED OBSCURE TO 1.7m A.F.L

2100

HEAD

HEI

GHT

FFL

FFL

FFL

1100

1000

1200


A F

1000

1100

1200

1.28ENS 2ALUMINIUM FRAMEAWNING WINDOW

A F

1100

1000

A

1.29, 1.30WCALUMINIUM FRAMEAWNING WINDOWOBSCURE

1000

1100

600 900

A

1.31BATHALUMINIUM FRAMEAWNING WINDOWOBSCURE

1700

400

2100


A

2100

HEAD

HEI

GHT

FFL

1000

1100

700

400

900

2.01B'PTYALUMINIUM FRAMEAWNING WINDOW

A

F

FIXED OBSCURE TO 1.7m A.F.L

1000

1100

700

400

1500

2.02KITCHENALUMINIUM FRAMEAWNING WINDOWFIXED OBSCURE TO 1.7m A.F.L

F F

A A

1000

1100

700

400

1500

2.03MEALSALUMINIUM FRAMEAWNING WINDOWFIXED OBSCURE TO 1.7m A.F.L

F F

A A

F

2100

300

2.04ENTRYALUMINIUM FRAMEFIXED SIDE ENTRY WINDOW

2100

HEAD

HEI

GHT

FFL

900

1200

1800

A F


2100

1000

1100

450

2.06L'DRYALUMINIUM FRAMEAWNING WINDOW

1000

1100

2.07, 2.08LIVINGALUMINIUM FRAMEAWNING WINDOW

A

600

2100

3000

O O O O


1000

1100


900

A

A

F

1100

1000

600

400


600

A

F

1100

1000

600

400


600

A

F

1100

1000

600

400

2.17, 2.18, 2.19, 2.20BED 3ALUMINIUM FRAMEAWNING WINDOW

600

1100

1000

A

700

2.21ENSALUMINIUM FRAMEAWNING WINDOW

2100

HEAD

HEI

GHT

FFL

1000

1100

A

FIXED OBSCURE TO 1.7m A.F.L FIXED OBSCURE TO 1.7m A.F.L FIXED OBSCURE TO 1.7m A.F.L

2.22BATHALUMINIUM FRAMEAWNING WINDOW

700

OBSCURE

A

2.23WCALUMINIUM FRAMEAWNING WINDOWOBSCURE

1100

1000

700

1700

400

1200

2.24BENCHALUMINIUM FRAMEAWNING WINDOW

A A A A A

F F F F

400

600

1100

1100

1000

2400

2.25RETREATALUMINIUM FRAMEAWNING WINDOWFIXED OBSCURE TO 1.7m A.F.L

A

1100

1000

2.26, 2.27BED 4ALUMINIUM FRAMEAWNING WINDOW

600

ALL GLAZING MUST COMPLY WITH AS.1288

WITHIN CLOSE PROXIMITY

BUILDER TO PLACE ORDER WITH WINDOW MANUFACTURERWITH STANDARD SIZES THAT MATCH THE ABOVE MEASUREMENTS

WINDOW MEASUREMENTS INDICATED MAY VARY FROM MANUFACTURED SIZES.

ORDER WITH MANUFACTURERWINDOW SIZES TO BE VERIFIED ON SITE PRIOR TO PLACING

ANY DISCREPANCIES PLEASE CONTACT OFFICE IMMEDIATELY

WITH EAVE DETAILS PRIOR TO ORDERING ROOF STRUCTUREBUILDER TO CONFIRM WINDOW HEAD HEIGHTS DO NOT CONFLICT

'OBS' DENOTES A WINDOW WHICH IS OBSCURED, FROSTED OR TRANSLUCENT - CONFIRM WITH CLIENT'CHK' DENOTES A MEASUREMENT WHICH NEEDS TO BE CONFIRMED ON SITE PRIOR TO ORDERING'a.f.l' DENOTES A MEASUREMENT ABOVE THE FINISHED FLOOR LEVEL.'REST' DENOTES A WINDOW WHICH HAS RESTRICTED OPENNABILITY OF 120mm MAXWINDOW AND DOOR ELEVATIONS ARE DRAWN AS VIEWED FROM THE OUTSIDE.

320

1845

460

1220

660 660670

920

670 670

220

670 670 670

220

860 1720 860

1520

670 670 670 670

1180

520 520 520 520

1220

52092

0520

920

520

920 32

0

520 520

920 32

0

520 520

320

520

520

920

520

920

520

920

820

920

2020

320

820

320

670 670

320

670 670

320

820

1120

F

A

520

920

370

1020

820

1020

520

320

520

320

520

320

620

920

620

920

620

920

1120

320

520 520 520 520

320

520

920

NOTES:

BEDROOM WINDOWS THAT OPEN UNDER 1700mm FROM THE FFL SHALL BERESTRICTED TO 125mm OR LESS, WHERE THE FLOOR LEVEL OF THE ROOMIS 2m OR MORE FROM THE SURFACE BENEATH ( EXCLUDING ROOFS).

WHERE THE RESTRICTING DEVICE OR SCREEN CAN BE REMOVED,UNLOCKED OR OVERRIDDEN, A PERMANENT BARRIER WITH A HEIGHT NOTLESS THAN 865mm ABOVE THE FLOOR IS REQUIRED TO THE OPENABLEWINDOW IN ADDITION TO WINDOW PROTECTION. THE BARRIER MUST NOTHAVE ANY HORIZONTAL OR NEAR HORIZONTAL ELEMENTS BETWEEN 150mmAND 760mm ABOVE THE FLOOR THAT FACILITATE CLIMBING.

DATE SCALE DRAWN BY

FEB 2021 C.L

PROJECT No.

6152

REV-

Revisions




CHECKED BY

C.M



A16DWELLING 3 WINDOW SCHEDULE

2100

HEAD

HEI

GHT

FFL

1100

1000


900

AA

1000

1100

F

1200


1100

1000

A


500

1600


A

600 600

A A A

500

1600

1800


A

500

1600

900

3.06, 3.07KITCHENALUMINIUM FRAMEAWNING WINDOW

2100


O O O O

A

500

1600

3.09ENSALUMINIUM FRAMEAWNING WINDOW

400

1700

A


1100

1000

600

400


A

F

FIXED OBSCURE TO 1.7m A.F.LOBSCURE

3000 900 2100 60021

00HE

AD H

EIGH

T

FFL

1100

1000

600

400

3.14STAIRSALUMINIUM FRAMEAWNING WINDOW

A

F

FIXED OBSCURE TO 1.7m A.F.L

600

A

1100

1000

600

3.15, 3.16, 3.17WIRALUMINIUM FRAMEAWNING WINDOW

A

1100

1000

3.18, 3.19ENS 2ALUMINIUM FRAMEAWNING WINDOWFIXED OBSCURE TO 1.7m A.F.L

1700

400

600 1500


1700

400

600

3.23, 2.34RETREATALUMINIUM FRAMEAWNING WINDOW

1100

1000

A

A


2400


1700

400

2100

1700

400

1500

3.27BATHALUMINIUM FRAMEAWNING WINDOW

1700

400

2100


ALL GLAZING MUST COMPLY WITH AS.1288

WITHIN CLOSE PROXIMITY

BUILDER TO PLACE ORDER WITH WINDOW MANUFACTURERWITH STANDARD SIZES THAT MATCH THE ABOVE MEASUREMENTS

WINDOW MEASUREMENTS INDICATED MAY VARY FROM MANUFACTURED SIZES.

ORDER WITH MANUFACTURERWINDOW SIZES TO BE VERIFIED ON SITE PRIOR TO PLACING

ANY DISCREPANCIES PLEASE CONTACT OFFICE IMMEDIATELY

WITH EAVE DETAILS PRIOR TO ORDERING ROOF STRUCTUREBUILDER TO CONFIRM WINDOW HEAD HEIGHTS DO NOT CONFLICT

'OBS' DENOTES A WINDOW WHICH IS OBSCURED, FROSTED OR TRANSLUCENT - CONFIRM WITH CLIENT'CHK' DENOTES A MEASUREMENT WHICH NEEDS TO BE CONFIRMED ON SITE PRIOR TO ORDERING'a.f.l' DENOTES A MEASUREMENT ABOVE THE FINISHED FLOOR LEVEL.'REST' DENOTES A WINDOW WHICH HAS RESTRICTED OPENNABILITY OF 120mm MAXWINDOW AND DOOR ELEVATIONS ARE DRAWN AS VIEWED FROM THE OUTSIDE.

820

920

520

920

520

920

520

1520

520 520 520

1520

820

1520

820

1520 2020

320

520

320

520

320

520

920

520

920

1420

320

520

920 A A A A

2320

320

2020

320

1420

320

2020

320

NOTES:

BEDROOM WINDOWS THAT OPEN UNDER 1700mm FROM THE FFL SHALL BERESTRICTED TO 125mm OR LESS, WHERE THE FLOOR LEVEL OF THE ROOMIS 2m OR MORE FROM THE SURFACE BENEATH ( EXCLUDING ROOFS).

WHERE THE RESTRICTING DEVICE OR SCREEN CAN BE REMOVED,UNLOCKED OR OVERRIDDEN, A PERMANENT BARRIER WITH A HEIGHT NOTLESS THAN 865mm ABOVE THE FLOOR IS REQUIRED TO THE OPENABLEWINDOW IN ADDITION TO WINDOW PROTECTION. THE BARRIER MUST NOTHAVE ANY HORIZONTAL OR NEAR HORIZONTAL ELEMENTS BETWEEN 150mmAND 760mm ABOVE THE FLOOR THAT FACILITATE CLIMBING.

ELECTRICAL PLAN

1:100@A3

DATE SCALE DRAWN BY

FEB 2021 C.L

PROJECT No.

6152

REV-

Revisions




CHECKED BY

C.M



E01

NOTES:- PROVIDE LIGHT AND POWER WITHIN ROOF SPACE NEAR

ACCESS POINT FOR HEATER AND FUTURE COOLING UNIT.CONFIRM HEATER LOCATION.

- PROVIDE POWER FOR DUCTED VACUUM SYSTEM, INSTALLEDTO MANUFACTURERS SPECIFICATIONS.

- PROVIDE INSTALLATION OF ALARM UNIT AND SENSORS,INCLUDING POWER AND PHONE CONNECTION AT MAIN UNIT -LOCATION TO BE ADVISED BY CLIENT.

- PROVIDE SEPARATE CIRCUITS FOR KITCHEN APPLIANCES,

SINGLE POWER POINT - 300 HIGH

DOUBLE POWER POINT - 300 HIGH

SINGLE POWER POINT 1100 HIGH

DOUBLE POWER POINT 1100 HIGH



EXHAUST FAN TO EXTERNAL

CEILING LIGHT POINT - 25 WATT MAX

TELEVISION POINT

WALL MOUNTED LIGHT - 20 WATT MAX

3AIR 10m / Hr

IXL TASTIC 2 HEAT LAMPS 1 LIGHT - 15 WATT MAXPHONE POINT

VACUUM POINT

SMOKE DETECTOR

LOW VOLTAGE IC-4 DOWN LIGHT - 10 WATT MAX

EXTERIOR FLOOD LIGHT - 150 WATT MAX TWO WAY SWITCH

FLUORESCENT LIGHT - 50 WATT MAX

TW

WATER PROOF FITTINGWP

CEILING POWER POINTCPPPENDANT LIGHT POINT - 25 WATT MAXPL

CEILING FAN WITH LIGHT25 WATT MAX

HEATING AND COOLING UNITS, GARAGE POWER POINTS,POOL EQUIPMENT, OUTDOOR POWER POINTS, LIGHTING ANDLAUNDRY.

- SUPPLY AND INSTALL TV ANTENNA TO MANUFACTURERSSPECIFICATION WITH CONNECTION TO ALL NOMINATEDPOINTS. INSURE POWER POINT AT EACH TV ANTENNALOCATION.

- SUPPLY POWER POINT TO DISHWASHER LOCATION,COOKTOP, WALL OVEN, RANGEHOOD, FRIDGE RECESS,WASHING MACHINE AND APPLIANCE CUPBOARD LOCATIONS.

- PROVIDE POWER FOR HOT WATER SERVICE IN ACCORDANCEWITH MANUFACTURERS SPECIFICATIONS.

- PROVIDE POWER FOR WATER TANK PUMP SYSTEMS AT TANKLOCATION.

- PROVIDE POWER TO THE GARAGE CEILING FOR AUTOMATICDOOR UNIT AND ROOF TOP STORAGE AREA.

- PROVIDE POWER FOR SPA BATH PUMP.

ENS 1 BED 1

ENTRYPORCHDWELLING 1

BBQ

MEALS

OUTDOOR LIVING

LIVING

FIRE PLACE

WINE C/B

UP

DN

KITCHENL'DRY

ROBE

STUDY

UTILITY /HEATER

DOUBLE GARAGE

B'PTY

REF

PWD

HWS

1234

1516175

6789

1

DN

2 3 4 5 6 7 8

STEP

P/S

O/H

1011

STEP

L'DRY SHOOT

DN

DWELLING 1

LEISURE AREA

ENS 2

WIR

BATH

ENS 3

BED 4

BED 3

WIR WIR

123456789 11

12131415161718

WC

BED 2

10

1920

UP

DWELLING 1

CELLAR PWD

STORAGE

STORAGE

12345678

91112131415

ELECTRICAL PLAN

1:100@A3

DATE SCALE DRAWN BY

FEB 2021 C.L

PROJECT No.

6152

REV-

Revisions




CHECKED BY

C.M



E02














TELEVISION POINT


3AIR 10m / Hr


VACUUM POINT

SMOKE DETECTOR




TW











UP

PDR

PORCH

ROBE

BED 1

L'DRY

FIRE PLACE

GARAGE

ENTRY

DWELLING 2

REF

LIVING

C/B

LIN

KITCHENMEALS B'PTY

ENS

UP

HWS

1234567891011

1 2

UP123

O/H

12

ENS

WIR

BATHWC

DN

RETREAT

BED 3 BED 4

ROBE

ROBE

BENCH

DWELLING 2

BED 2

1234567891011121314151617

ELECTRICAL PLAN

1:100@A3

DATE SCALE DRAWN BY

FEB 2021 C.L

PROJECT No.

6152

REV-

Revisions




CHECKED BY

C.M



E02














TELEVISION POINT


3AIR 10m / Hr


VACUUM POINT

SMOKE DETECTOR




TW











UNIT 03 LIGHTING POWER DENSITYTOTAL CLASS 01 =

2m WATTS AREA: MAXIMUM:

WATTSTOTAL:

TOTAL CLASS 10 =2m WATTS

AREA: MAXIMUM:WATTS

TOTAL:

INTERNAL LIGHTING FIXTURES AS PER THE ENDORSED ELECTRICAL PLAN.CALCULATIONS BASED ON GENERAL WATTAGES AND NUMBER OF INDIVIDUALINTERNAL LIGHTING FIXTURES AS PER THE ENDORSED ELECTRICAL PLAN.

200.8 1004 620

44.3 132.9 100



WATTSTOTAL:


AREA: MAXIMUM:WATTS

TOTAL:209.9 1049.5 610

35.5 106.5 100



WATTSTOTAL:


AREA: MAXIMUM:WATTS

TOTAL:465.9 2329.5 1230

40.9 122.7 100

PORCH

BED 1ENS

L'DRY

LIVING

MEALS

KITCHEN

GARAGE

FIRE

PLA

CE

UP

ENTRY

B'PTY

DWELLING 3

REF

ROBE

BENC

H

PDR

HWS

1 2 3 4 5 6

98

UP UP12

2

BED 3

BED 4

DN

ROBE

RETREAT

ROBE

DWELLING 3

BATH

WC

BED 2

2 3 4 5 6

89

10111213141516

WC

ENS 2 WIR

P/S

O/H

7

17

7

10

FIRST FLOOR AREA: 162.5 BASEMENT: 123

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Transcript of FIRST FLOOR AREA: 162.5 BASEMENT: 123