AREA SCHEDULE - victoriare.com.au · a.s 3740-2010 & bca part 3.8.1 waterproofing of wet areas in residential buildings a.s 3786-1993 - smoke alarms a.s 4100-1998 - steel structures

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UNIT DEVELOPMENT13 BENT STREET,

BRUNSWICK WEST

DATE SCALE

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PROJECT No.

5634

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DESIGNRevisions

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 ©

PLANNING & DESIGN P/L31 Enfield Av Preston 3072 T:9018 1529

E: [email protected]

A01

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 2012SMOKE 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.

SITESITE AREA:

SITE PERMEABILITY: SITE COVERAGE:

23622.0 m21807.3 m21302.6 m

AREA SCHEDULE:

50.0%36.0%

UNIT 1 & 12GROUND FLOOR AREA: 2

TOTAL AREA:

47.8 m

2117.8 m12.7 SQPOS: 238.5 m

FIRST FLOOR AREA: 242.5 mGARAGE: 225.0 mPORCH: 22.5 m

FRONT YARD: 244.6 m

UNIT 2,5,6,7,8,11GROUND FLOOR AREA: 2

TOTAL AREA:

47.9 m

2116.8 m12.6 SQPOS: 225.7 m


FRONT YARD: 216.7 m

UNIT 3,4,9,10GROUND FLOOR AREA: 2

TOTAL AREA:

45.8 m

2116.1 m12.5 SQPOS: 225.7 m


FRONT YARD: 218.8 m

UNIT 13 & 24GROUND FLOOR AREA: 2

TOTAL AREA:

47.9 m

2116.6 m12.6 SQPOS: 241.6 m


FRONT YARD: 244.6 m

UNIT 14,17,18,19,20,23GROUND FLOOR AREA: 2

TOTAL AREA:

47.9 m

2108.2 m11.6 SQPOS: 227.7 m


FRONT YARD: 216.7 m

UNIT 15,16,21,22GROUND FLOOR AREA: 2

TOTAL AREA:

45.8 m

2140.7 m15.1 SQPOS: 225.7 m

FIRST FLOOR AREA: 240.7 mGARAGE: 224.2 m

GARAGE: 225.7 m

FRONT YARD: 218.8 m

PORCH: 24.3 m

2018.08.25 ISSUE FOR TENDER, NOT FOR CONSTRUCTION

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PROJECT No.

5634

DRWN


DESIGNRevisions






FFL. 185.80

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FFL. 185.55POR

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GARAGEFFL. 185.60

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GARAGEFFL. 185.30

GARAGEFFL. 184.40

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GARAGEFFL. 184.70

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U20

FFL. 185.50

GARAGEFFL. 184.60

GARAGEFFL. 184.70

GARAGEFFL. 184.80

GARAGEFFL. 184.90

GARAGEFFL. 185.00

GARAGE

MAILMAILMAILMAILMAILMAIL

626541754175417541754265

6655

6655

20002000

2000

2000

2000

2000

8535

8535

6000

6000

6000

6000

2500

3500 30

00

4000 35

00

2500

3500

2500

350030

00

400035

00

2500

3500

2820 2820

ENTR

Y / E

XIT

ENTR

Y / E

XIT

FFL. 186.15

U19FFL. 186.45

U21FFL. 186.45

U22FFL. 186.75

U23FFL. 186.75

U24FFL. 186.00

U18FFL. 186.00

U17FFL. 185.70

U16FFL. 185.70

U15FFL. 185.40

U14FFL. 185.40

U13

FFL. 186.60POR

FFL. 186.60 PORFFL. 186.30

PORFFL. 186.30

PORFFL. 186.00

PORFFL. 186.00

PORFFL. 185.85

PORFFL. 185.85 POR

FFL. 185.55POR

FFL. 185.55

PORFFL. 185.25

PORFFL. 185.25

150

1000

150

1000

640 10

0014

0

1640 10

0014

0

640

2140

1000

1000

640

150

185023

50

185023

50

1850

185023

50

1850

150

150

4035 150

1850 23

50

1850 23

50

1850 23

50

1850

150

150

150

1000

150

1000

64010

0014

0

164010

0014

0

1000

640

2140

640

TITL

E BO

UNDA

RYTI

TLE

BOUN

DARY

TITL

E BO

UNDA

RY

TITL

E BO

UNDA

RYTI

TLE

BOUN

DARY

TITL

E BO

UNDA

RY


DRIVEWAYCONC.

DRIVEWAYCONC.

TREL

LIS

EXTE

NSIO

N 60

0mm

H

TREL

LIS

EXTE

NSIO

N 60

0mm

H

TREL

LIS

EXTE

NSIO

N 60

0mm

H

TREL

LIS

EXTE

NSIO

N 60

0mm

H

TREL

LIS

EXTE

NSIO

N 60

0mm

H

TREL

LIS

EXTE

NSIO

N 60

0mm

H

TREL

LIS

EXTE

NSIO

N 60

0mm

H

TREL

LIS

EXTE

NSIO

N 60

0mm

H

TREL

LIS

EXTE

NSIO

N 60

0mm

H

TREL

LIS

EXTE

NSIO

N 60

0mm

H

TREL

LIS

EXTE

NSIO

N 60

0mm

H

TREL

LIS

EXTE

NSIO

N 60

0mm

H

TREL

LIS

EXTE

NSIO

N 60

0mm

H




REFER TO A02

CHK

REV_


WOLLERT

DATE SCALE

AUG 2018 1:100@A1

PROJECT No.

5634

DRWN


DESIGNRevisions





E: [email protected] SITE PLAN U12-24


NORTH

1350

1320 1320 1320 1320

1350

132013201320132013201320

O EE

xExO

OO

E

16.5016.00

FS186.46186.39 O

DOE

600 B2D

E FS185.24184.90O

00 B

2BU

AN

GO

R

DD

FS18

6.45

186.

38

1

ExD

D

WYP

ER

FELD

W

FS18

4.85

E

R8.6 R8.6

E

D

.6D

KL 2° KL 2° KL 2° KL 2° KL 2° KL 2° KL 2°KL 2°KL 2°KL 2°KL 2°KL 2°

KL 2°KL 2°KL 2°KL 2°KL 2° KL 2° KL 2° KL 2° KL 2° KL 2°

KL 2°

KL 2°

KL 2°

KL 2°

A/C

A/C

A/C

A/C

A/C

A/C

SHWSHW

SHW

SHW SHW SHW

KL 2°A/C

A/C

A/C

A/C

A/C

A/C

SHWSHW

SHW

SHWSHWSHWU24U23 U22 U21 U20 U19

U13U14U15U16U17U18

KL 2° KL 2° KL 2° KL 2° KL 2° KL 2° KL 2° KL 2° KL 2° KL 2° KL 2° KL 2°

KL 2° KL 2°

TITL

E BO

UNDA

RYTI

TLE

BOUN

DARY

TITL

E BO

UNDA

RY

TITL

E BO

UNDA

RYTI

TLE

BOUN

DARY

TITL

E BO

UNDA

RY

TITLE BOUNDARYTITLE BOUNDARY TITLE BOUNDARY

RH RHRH RHRH RHRH RHRH RHRH RH


RH RH RH RH RH RH RH RH RH RH RH RH

RH RHRH RH RH RH

dpS dpS dpS dpS dpS dpS dpS dpS dpS dpS dpS dpSRHSRHSRHS RHSRHS RHSRHS RHSRHS RHSRHS RHS

RHRH

300W X 150D MIN BG

300W X 150D MIN BG

300W X 150D MIN BG 300W X 150D MIN BG 300W X 150D MIN BG 300W X 150D MIN BG 300W X 150D MIN BG 300W X 150D MIN BG 300W X 150D MIN BG 300W X 150D MIN BG 300W X 150D MIN BG 300W X 150D MIN BG 300W X 150D MIN BG

300W X 150D MIN BGdp dp

dp dp

dp dpdp dp

dp dp

dp dp

300W X 150D MIN BG

300W X 150D MIN BG 300W X 150D MIN BG300W X 150D MIN BG300W X 150D MIN BG300W X 150D MIN BG300W X 150D MIN BG

SUMP SUMP

SUMP SUMP

SUMP SUMP SUMP SUMP

SUMP SUMP

SUMP SUMP300W X 150D MIN BG

300W X 150D MIN BG 300W X 150D MIN BG

300W X 150D MIN BG

300W X 150D MIN BG

300W X 150D MIN BG 300W X 150D MIN BG 300W X 150D MIN BG 300W X 150D MIN BG 300W X 150D MIN BG 300W X 150D MIN BG 300W X 150D MIN BG 300W X 150D MIN BG 300W X 150D MIN BG 300W X 150D MIN BG 300W X 150D MIN BG 300W X 150D MIN BG

300W X 150D MIN BG300W X 150D MIN BG300W X 150D MIN BG300W X 150D MIN BG300W X 150D MIN BG300W X 150D MIN BG300W X 150D MIN BG300W X 150D MIN BG300W X 150D MIN BG300W X 150D MIN BG300W X 150D MIN BG300W X 150D MIN BG

6265 4175 4175 4175 4175 4265

6655

6655

626541754175417541754265

6655

6655

20002000

2000 2000

2000

8535

8535

6000

6000

6000

6000

2500

3500 30

00

4000 35

00

2500

3500

2500

350030

00

400035

00

2500

3500

2820 2820

4035

DRIVEWAYCONC.

DRIVEWAYCONC.

dpSSUMP

dpSSUMP

dpSSUMP

dpSSUMP

dpSSUMP

dpSSUMP

dpSSUMP

dpSSUMP

dpSSUMP

dpSSUMPRHS RHS RHS RHS RHS RHS RHS RHS

KL 2°KL 2°KL 2°KL 2°

KL 2°

KL 2° KL 2° KL 2° KL 2° KL 2° KL 2° KL 2° KL 2° KL 2° KL 2°

KL 2°KL 2°KL 2°KL 2°KL 2°

CHK

REV_


WOLLERT

DATE SCALE

AUG 2018 1:100@A1

PROJECT No.

5634

DRWN


DESIGNRevisions







NORTH




REFER TO A05

ExE

ExE

ExE

ExO

ExO

xO

R15

.1

OOE

E

185.24FS185.44 NDWDW

GS

IRNDW

SGDW 600 B3NDW DW

183.78FS183.73 ExNDW ExDW

IR

375Ø

xG

600

B2

FS18

5.54

185.

34

BU

AN

G

D

GW

R

0 0Ø

H

ExD

300Ø

ExD

N ExS

OE

G

375Ø

13.55

S

S

R12.95

D

KL 2° KL 2° KL 2° KL 2° KL 2° KL 2° KL 2°KL 2°KL 2°KL 2°KL 2°KL 2°

KL 2°KL 2°KL 2°KL 2°KL 2° KL 2° KL 2° KL 2° KL 2° KL 2°

KL 2°

KL 2°

KL 2°

KL 2° KL 2° KL 2° KL 2°

KL 2° SHW SHW SHW SHW SHW

A/C

SHW

A/C

A/C

A/C

A/C

A/C

KL 2°

KL 2°

KL 2°KL 2°KL 2°KL 2°

KL 2°SHWSHWSHWSHWSHW

A/C

SHW

A/C

A/C

A/C

A/C

A/C U1

U2 U3 U4 U5 U6

U12

U11U10U9U8U7

KL 2° KL 2°

TITL

E BO

UNDA

RYTI

TLE

BOUN

DARY

TITL

E BO

UNDA

RY

TITL

E BO

UNDA

RYTI

TLE

BOUN

DARY

TITL

E BO

UNDA

RY





RHRH RHRHRHRH

RHS RHS RHS RHS RHS RHS RHS RHS RHS RHSRHS RHS

RH RH

dp dp

dp dp

dp dp dp dp

dp dp

dp dp

SUMP SUMP

SUMP SUMP

SUMP SUMPSUMP SUMP

SUMP SUMP

SUMP SUMP

300W X 150D MIN BG

300W X 150D MIN BG


300W X 150D MIN BG

300W X 150D MIN BG


300W X 150D MIN BG300W X 150D MIN BG300W X 150D MIN BG300W X 150D MIN BG300W X 150D MIN BG300W X 150D MIN BG300W X 150D MIN BG300W X 150D MIN BG300W X 150D MIN BG300W X 150D MIN BG300W X 150D MIN BG300W X 150D MIN BG


300W X 150D MIN BG300W X 150D MIN BG300W X 150D MIN BG300W X 150D MIN BG

300W X 150D MIN BG

300W X 150D MIN BG300W X 150D MIN BG300W X 150D MIN BG300W X 150D MIN BG300W X 150D MIN BG300W X 150D MIN BG300W X 150D MIN BG300W X 150D MIN BG

300W X 150D MIN BG

6265 4175 4175 4175 4175 4265

6155

6155

626541754175417541754265

6155

6155

20002000

2000 2000

2000

8535

8535

6000

6000

6000

6000

3000

4000

3500

4500

4000

3000

4000

3000

4000

3500

4500

4000

3000

4000

31753175

DRIVEWAYCONC.

DRIVEWAYCONC.

dpSSUMP

dpSSUMP

dpSSUMP

dpSSUMP

dpSSUMP

dpSSUMP

dpSSUMP

dpSSUMP

dpSSUMP

dpSSUMP

KL 2°KL 2°KL 2°KL 2°KL 2°KL 2°KL 2°KL 2°KL 2°KL 2°

RHS RHS RHS RHS RHS RHS RHS RHS RHS RHS RHS RHS

RHS RHS RHS RHS RHS RHS RHS RHS

CHK

REV_


WOLLERT

DATE SCALE

AUG 2018 1:100@A1

PROJECT No.

5634

DRWN


DESIGNRevisions







NORTH

REFER TO A04




UP

CONC.FFL. 185.80

U1 GARAGECONC.

FFL. 185.70

U2 GARAGECONC.

FFL. 185.60

U3 GARAGECONC.

FFL. 185.50

U4 GARAGECONC.

FFL. 185.40

U5 GARAGECONC.

FFL. 185.30

U6 GARAGE

POR

PDR

LIVING

ENTU2

UP

MEALS

LIVING

ENTU1

UP

LIVING

POR

UP

LIVING

UP

LIVING

UP

MEALS

LIVING

FFL. 185.70 FFL. 185.70 FFL. 185.40 FFL. 185.10 FFL. 185.10

LINKIT

REFPDR PDR

ENTU6

KIT

REFPDR

ENTU5

PDR

ENTU3

KIT

PDR

ENTU4

REF

PTY

MEALS

POR

FFL. 185.40

KIT

REF

PTY

MEALS

KIT

REF

PTY

MEALS

KIT

REF

PTY

MEALS

UP

CONC.FFL. 184.40

U12 GARAGECONC.

FFL. 184.50

U11 GARAGECONC.

FFL. 184.60

U10 GARAGECONC.

FFL. 184.70

U9 GARAGECONC.

FFL. 184.80

U8 GARAGECONC.

FFL. 184.90

U7 GARAGE

PDR

LIVING

ENTU11

UP

MEALS

LIVING

ENTU12

POR

UP

LIVING

POR

POR

UP

LIVING

UP

LIVING

UP

MEALS

LIVING

FFL. 184.20FFL. 184.20FFL. 184.50FFL. 184.80FFL. 184.80

KIT

REFPDRPDR

ENTU7

KIT

REFPDR

ENTU8

PDR

ENTU10

KIT

PDR

ENTU9

REF

PTY

MEALS

FFL. 184.50

KIT

REF

PTY

MEALS

KIT

REF

PTY

MEALS

KIT

REF

PTY

MEALS

TITL

E BO

UNDA

RYTI

TLE

BOUN

DARY

TITL

E BO

UNDA

RYTI

TLE

BOUN

DARY


350 1990 300 1990 350

4980

650

35010

00

350

650

500

300 3875 300 3875 300

500

650

350

350 1990 300 1990 350

4980

350

650

1000

350 1990 300 1990 350

4980

650

35010

00

350

650

500

300 3875 300 3875 300

350 1990 300 1990 350

650

350

500

4980

350

650

1000

600

1600

800

600 1285

800

3000

1285 600 600 1285

800

3000

1285 600

800

3000

1285600

800

3000

750

1450

800

1285 600

750

1450

800

1285600

1285 600 600 1285

800

3000

3000

800

1285 600 600 1285

800

3000

3000

800

6001285

800

1450

750

REMOTE OPENING GARAGE DOOR2.2h x 3.2 SECTIONAL












MAX 1200 CTRS ASPER ENGINEERS SPEC.

BRICK PIERS ATMAX 1200 CTRS AS

PER ENGINEERS SPEC.


PER ENGINEERS SPEC.


PER ENGINEERS SPEC.


PER ENGINEERS SPEC.


PER ENGINEERS SPEC.


PER ENGINEERS SPEC.


PER ENGINEERS SPEC.


PER ENGINEERS SPEC.


PER ENGINEERS SPEC.


PER ENGINEERS SPEC.


PER ENGINEERS SPEC.

BRICK PIERS AT

920

920

920

920

920

920

920

920

920

920

920

920

1 2

3

45678910111213

14

151617

12

3

456789

10111213

14

15 16 17

1.0m

BAL

US. A

BOVE

FFL

1.0m

BAL

US. A

BOVE

FFL

1 2

3

456789

10111213

14

151617

12

3

456789

10111213

14

15 16 17

1.0m

BAL

US. A

BOVE

FFL

1.0m

BAL

US. A

BOVE

FFL

1 2

3

456789

10111213

14

151617

12

3

456789

10111213

14

15 16 17

1.0m

BAL

US. A

BOVE

FFL

1.0m

BAL

US. A

BOVE

FFL

1 2

3

456789

10111213

14

151617

12

3

456789

10111213

14

15 16 17

1.0m

BAL

US. A

BOVE

FFL

1.0m

BAL

US. A

BOVE

FFL

1 2

3

456789

10111213

14

151617

12

3

456789

10111213

14

15 16 17

1.0m

BAL

US. A

BOVE

FFL

1.0m

BAL

US. A

BOVE

FFL

1 2

3

45678910111213

14

151617

12

3

456789

10111213

14

15 16 17

1.0m

BAL

US. A

BOVE

FFL

1.0m

BAL

US. A

BOVE

FFL

CSR

SYST

EM 2

405

TOAC

HIEV

E FR

L 60

/60/

60

CSR

SYST

EM 2

405

TOAC

HIEV

E FR

L 60

/60/

60

CSR

SYST

EM 2

405

TOAC

HIEV

E FR

L 60

/60/

60

CSR

SYST

EM 2

405

TOAC

HIEV

E FR

L 60

/60/

60

CSR

SYST

EM 2

405

TOAC

HIEV

E FR

L 60

/60/

60

CSR

SYST

EM 2

405

TOAC

HIEV

E FR

L 60

/60/

60

CSR

SYST

EM 2

405

TOAC

HIEV

E FR

L 60

/60/

60

CSR

SYST

EM 2

405

TOAC

HIEV

E FR

L 60

/60/

60

CSR

SYST

EM 2

405

TOAC

HIEV

E FR

L 60

/60/

60

CSR

SYST

EM 2

405

TOAC

HIEV

E FR

L 60

/60/

60

L'DR

Y2/

720.

SLD

TILE

L'DR

YTI

LE 2/72

0.SL

DWM

WM

L'DR

Y2/

720.

SLD

TILE

L'DR

YTI

LE 2/72

0.SL

DWM

WM

L'DR

Y2/

720.

SLD

TILE

L'DR

YTI

LE 2/72

0.SL

DWM

WM

L'DR

Y2/

720.

SLD

TILE

L'DR

YTI

LE 2/72

0.SL

DWM

WM

L'DR

Y2/

720.

SLD

TILE

L'DR

YTI

LE 2/72

0.SL

DWM

WM

L'DR

Y2/

720.

SLD

TILE

L'DR

YTI

LE 2/72

0.SL

DWM

WM

720

CSD

720

CSD

TILE TILE

720

LOH



dp dp

dp dp

dp dp dp dp

dp dp

dp dpRHRH RHRHRHRH

12.1

2

1.12

1.02

1.03

1.01 2.01 3.01 4.01 5.01 6.01

2.02

3.02 4.02

5.02 6.04

1.046.

026.

03

7.02

7.03

7.01 8.01 9.01 10.01 11.01 12.01

12.0

212

.03

7.04 8.02

9.02 10.02

11.02

12.04

AJ AJ AJ AJ AJ AJ AJ AJ AJ AJ AJ AJ AJ AJ AJ AJ AJ AJ AJ AJ AJ AJ AJ AJ

AJ

AJAJAJAJAJ

AJAJ AJ AJ AJ AJ

AJ

AJ AJ AJ AJ AJ AJ

AJAJAJAJAJ

AJ AJ AJ AJ AJ AJ AJ AJ AJ AJ AJ AJ

AJ

AJ

AJ AJ

AJ AJ

AJ

AJ

AJ AJ


AJ

AJ

AJ

AJ

AJ AJ

AJ

AJ

COLCOL

COLCOL

COLCOL

COLCOL

FFL. 184.05

TILEPOR

FFL. 184.05

TILEFFL. 184.35

TILE.POR

FFL. 184.35

TILE.

FFL. 184.65

TILEPORFFL. 184.65

TILEFFL. 184.95

TILEPORFFL. 184.95

TILEFFL. 185.25

TILEPOR

FFL. 185.25

TILE

FFL. 185.55

TILEPOR

FFL. 185.55

TILE

MET

ERS

MET

ERS

720

CSD

720

CSD

TILE TILE

720

CSD

720

CSD

TILE TILE

720

CSD

720

CSD

TILE TILE 720

CSD

720

CSD

TILE TILE

720

CSD

720

CSD

TILE TILE

820

820

820

820

820

820

820

820

820

820

820

820

FB.

FB.

FB.

FB.

DW

DW DW DW DW DW DW DW DW

DW DWDW

1885 1885 1885 1885FB.

FB.

FB. FB.

FB.

FB. FB.

FB.

FB. FB.

FB.

FB.

FB.

FB.

FB.

FB. FB.

FB.

FB.

FB. FB.

FB.

FB.

FB. FB.

FB.

FB. FB. FB.

FB.FB.

FB. FB. FB.

FB.

FB.

FB.

P/SLIN

P/S P/SP/S P/S

FLOOR ABOVE FLOOR ABOVE FLOOR ABOVE

FLOOR ABOVEFLOOR ABOVEFLOOR ABOVE


FLOOR ABOVEFLOOR ABOVE

A12B

720

LOH

720

LOH

720

LOH

720

LOH

720

LOH

720

LOH

720

LOH

720

LOH

720

LOH

720

LOH

720

LOH

P/SLIN

P/SLIN

P/SLIN

P/SLIN

P/SLIN

P/SLIN

P/S

1535290 1535 1775 1775 1535 1535 290

1000

1000

3030

3030

3030

3030

3030

3030

3030

3030

3030

3030

3030

3030

TIMBER STUD FRAMING

3

TILE.

CP.

AIR 10m / HrEXHAUST FAN TO EXTERNAL

SMOKE ALARM

FLOOR WASTE

DOWN PIPE

FW

dpBRICKWORK

ARTICULATION JOINTSLEGEND

AJ.

BRICK-VENEER WALLSTRUCTURAL BLOCKWORK

100mm FOAM ON STUD

SELECTED TILE FLOORINGSELECTED TIMBER FLOORINGFB.SELECTED CARPETDOWN PIPE WITH SPREADERdpSSELECTED TIMBER DECKINGTD.SELECTED CONCRETE PAVINGCONC.RETAINING WALL - REF ENG

KL. KLIP-LOK ROOFING AT 2° MIN PITCH

RAINWATER HEADRHLOH LIFT OFF HINGESHWS HOT WATER SERVICE

300w x 150d BOX GUTTERBG

400w x 150d VALLEY GUTTERVG

CHK

REV_


WOLLERT

DATE SCALE

AUG 2018 1:100@A1

PROJECT No.

5634

DRWN


DESIGNRevisions





E: [email protected] GROUND FLOOR PLAN


NORTH

NOTES:1. REFER TO ENDORSED TOWN PLANNING DOCUMENTATION FOR LANDSCAPING AND PAVING DETAILS2. ALL SETBACKS ARE TAKEN TO TITLE BOUNDARIES3. AIR-CONDITIONING COMPRESSORS TO BE LOCATED ON ROOFS BEHIND PARAPETS (UNSEEN)4. ALL EXHAUST FAN TO DISCHARGE DIRECTLY TO OUTSIDE5. SMOKE DETECTORS TO BE INTERCONNECTED AND HARDWIRED WITH BATTERY BACKUP6. BUILDER TO CONFIRM GROUND FLOOR SLAB PENETRATIONS BEFORE SLAB CONSTRUCTION7. BUILDER TO CONFIRM MIN. 2.1m HEAD HEIGHT TO ALL STAIRS

REFER TO A07

2000 22980 8535 22980 2000

240350024035002403500240380024035002403500240240350024035002403800240349024035102403500240

2000 25230 4035 25230 2000

240387530038753003875300387530038753003875240240387530038753003875300387530038753003875240

2000 25230 4035 25230 2000

14852630300387530038753003875300387530041154115300387530038753003875300387530026301485

240 2885 90 900 300 900 90 2885 300 2885 90 900 300 900 90 2885 300 2885 90 900 300 900 90 2885 240 240 2885 90 900 300 900 90 2885 300 2885 90 900 300 900 90 2885 300 2885 90 900 300 900 90 2885 240

240 3875 300 3875 300 3875 300 3875 300 3875 300 3875 240 240 3875 300 3875 300 3875 300 3875 300 3875 300 3875 240

4000

1148

061

5564

80

240

1900

9090

1024

024

060

0024

0

240

1600

9012

0090

510

9015

6090

5770

240

4500

1098

061

5564

80

240

1050

024

024

060

0024

0

240

1600

9013

0090

1560

9057

7024

0

(UNI

TS) 1

,2,5

,6

(UNI

TS) 3

& 4

4000

1148

061

5564

80

240

1900

9090

1024

024

060

0024

0

240

1600

9012

0090

510

9015

6090

5770

240

4500

1098

061

5564

80

240

1050

024

024

060

0024

0

240

1600

9013

0090

1560

9057

7024

0

(UNI

TS) 7

,8,1

1,12

(UNI

TS) 9

& 1

0

CSR SYSTEM 5788

RH RH

UP

CONC.FFL. 185.90

U24 GARAGECONC.

FFL. 185.80

U23 GARAGECONC.

FFL. 185.70

U22 GARAGECONC.

FFL. 185.60

U21 GARAGECONC.

FFL. 185.50

U20 GARAGECONC.

FFL. 185.40

U19 GARAGE

POR

PDR

LIVING

ENT

U23

UP

L'DR

Y

MEALS

LIVING

ENT

U24

UP

LIVING

POR

POR

UP

L'DR

Y

LIVING

UP

LIVING

UP

MEALS

LIVING

FFL. 186.75 FFL. 186.75 FFL. 186.45 FFL. 186.15 FFL. 186.15

KIT

REFPDR PDR

ENT

U19

KIT

REFPDR

ENT

U20

PDR

ENT

U22

KIT

PDR

ENT

U21

REF

PTY

MEALS

FFL. 186.45

KIT

REF

PTY

MEALS

KIT

REF

PTY

MEALS

KIT

REF

PTY

MEALS

UP

CONC.FFL. 185.50

U13 GARAGECONC.

FFL. 184.60

U14 GARAGECONC.

FFL. 184.70

U15 GARAGECONC.

FFL. 184.80

U16 GARAGECONC.

FFL. 184.90

U17 GARAGECONC.

FFL. 185.00

U18 GARAGE

POR

PDR

LIVING

ENT

U14

UP

MEALS

LIVING

ENT

U13

UP

LIVING

POR

UP

LIVING

UP

LIVING

UP

MEALS

LIVING

FFL. 185.40FFL. 185.40FFL. 185.70FFL. 186.00FFL. 186.00

KIT

REFPDRPDR

ENT

U18

KIT

REFPDR

ENT

U17

PDR

ENT

U15

KIT

PDR

ENT

U16

REF

PTY

MEALS

POR

FFL. 185.70

KIT

REF

PTY

MEALS

KIT

REF

PTY

MEALS

KIT

REF

PTY

MEALS

TITL

E BO

UNDA

RY

TITL

E BO

UNDA

RYTI

TLE

BOUN

DARY

TITL

E BO

UNDA

RY


COL

650

350

1000

350 1990 300 1990 350

4980

350

650

500

300 3875 300 3875 300

500

650

350

350 1990 300 1990 350

4980

350

650 1000 35

065

01000

350 1990 300 1990 350

4980

350

650

500

300 3875 300 3875 300

500

650

350

350 1990 300 1990 350

4980

350

650 1000

600

1600

800

600 1285

3000

800

1285 600 600 1285

800

3000

1285 600 600 1285

800

3000

3000

800

600

1600

800

600 1285

1285 600

800

3000

600

1600

800

1285 600

600 1285

800

3000

800

3000

1285 600 600 1285

800

3000

600

1600

800

1285 600













MAX 1200 CTRS ASPER ENGINEERS SPEC.


PER ENGINEERS SPEC.


PER ENGINEERS SPEC.


PER ENGINEERS SPEC.


PER ENGINEERS SPEC.


PER ENGINEERS SPEC.


PER ENGINEERS SPEC.


PER ENGINEERS SPEC.


PER ENGINEERS SPEC.


PER ENGINEERS SPEC.


PER ENGINEERS SPEC.


PER ENGINEERS SPEC.

BRICK PIERS AT920

920

920

920

920

920

920

920

920

920

920

920

123

UP123

UP123

UP123

UP123

UP123

UP123

UP123

UP123

UP123

UP123

UP123

UP

1 2

3

45678910111213

14

151617

12

3

456789

10111213

14

15 16 17

1.0m

BAL

US. A

BOVE

FFL

1.0m

BAL

US. A

BOVE

FFL

1 2

3

456789

10111213

14

151617

12

3

456789

10111213

14

15 16 17

1.0m

BAL

US. A

BOVE

FFL

1.0m

BAL

US. A

BOVE

FFL

1 2

3

456789

10111213

14

151617

12

3

456789

10111213

14

15 16 17

1.0m

BAL

US. A

BOVE

FFL

1.0m

BAL

US. A

BOVE

FFL

1 2

3

456789

10111213

14

151617

12

3

456789

10111213

14

15 16 17

1.0m

BAL

US. A

BOVE

FFL

1.0m

BAL

US. A

BOVE

FFL

1 2

3

456789

10111213

14

151617

12

3

456789

10111213

14

15 16 17

1.0m

BAL

US. A

BOVE

FFL

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BAL

US. A

BOVE

FFL

1 2

3

45678910111213

14

151617

12

3

456789

10111213

14

15 16 17

1.0m

BAL

US. A

BOVE

FFL

1.0m

BAL

US. A

BOVE

FFL

CSR

SYST

EM 2

405

TOAC

HIEV

E FR

L 60

/60/

60

CSR

SYST

EM 2

405

TOAC

HIEV

E FR

L 60

/60/

60

CSR

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405

TOAC

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60

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405

TOAC

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60

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405

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60

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405

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60

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405

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60

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L 60

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60

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405

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L 60

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60

CSR

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405

TOAC

HIEV

E FR

L 60

/60/

60

2/72

0.SL

DTI

LE

L'DR

YTI

LE2/

720.

SLD

WM

WM

L'DR

Y2/

720.

SLD

TILE

L'DR

YTI

LE2/

720.

SLD

WM

WM

L'DR

Y2/

720.

SLD

TILE

L'DR

YTI

LE2/

720.

SLD

WM

WM

L'DR

Y2/

720.

SLD

TILE

L'DR

YTI

LE2/

720.

SLD

WM

WM

L'DR

Y2/

720.

SLD

TILE

L'DR

YTI

LE2/

720.

SLD

WM

WM

L'DR

Y2/

720.

SLD

TILE

L'DR

YTI

LE2/

720.

SLD

WM

WM

RH RHRH RHRH RHRH RHRH RH


RH RHRH RH RH RH dp dp

dp dp

dp dpdp dp

dp dp

dp dp

24.04

24.0

324

.02

24.01 23.01 22.01 21.01 20.01 19.01

19.0

319

.02

23.02

22.02 21.02

20.02 19.04 18.04 17.02

16.02 15.02

14.02

13.04

18.0

318

.02

13.0

313

.02

18.01 17.01 16.01 15.01 14.01 13.01

24.1

1

13.1

1

AJ AJ AJ AJ AJ AJ AJ AJ AJ AJ AJ AJ AJ AJ AJ AJ AJ AJ AJ AJ AJ AJ AJ AJ

AJ

AJAJAJAJAJ

AJ AJ AJ AJ AJ AJAJ AJ AJ AJ AJ AJ

AJ

AJ AJ AJ AJ AJ

AJ AJ AJ AJ AJ AJ AJ AJ AJAJ AJ AJ

AJ

AJ

AJAJ

AJAJ

AJ

AJ

AJ

AJ

AJ


AJ

AJ

AJAJ

AJAJ

AJCOL

COLCOL

COLCOL

COLCOL

FFL. 186.60 FFL. 186.60

TILEPOR TILEFFL. 186.30

TILE.

FFL. 186.30

PORTILE.

FFL. 186.00

TILE POR

FFL. 186.00

TILE

FFL. 185.85TILE POR

FFL. 185.85TILE

FFL. 185.55

TILE POR

FFL. 185.55

TILE

FFL. 185.25

TILE POR

FFL. 185.25

TILE

MET

ERS

MET

ERS

820

820

820

820

820

820

A12B

A12A

A12A

1885 1885 1885 1885

DW DW

DW DW

DW DW

DW

DW DW DW DW

DW

720

CSD

TILE TILE

720

CSD

720

CSD

TILE TILE

720

CSD 720

CSD

TILE TILE

720

CSD

720

CSD

TILE TILE

720

CSD

720

CSD

TILE TILE

720

CSD 720

CSD

TILE TILE

720

CSD

FB.

FB.

FB. FB.

FB.

FB.

FB. FB.

FB.

FB.

FB.

FB.

FB. FB.

FB.

FB.

FB.

FB.

FB.



FB.

820

820

820

820

820

820

FB.

FB.

FB.

FB. FB.

FB.

FB. FB.

FB.

FB. FB. FB.

FB.FB.

FB. FB.

FB.

FB.

FB.

FB.



720

LOH

720

LOH

720

LOH

720

LOH

720

LOH

720

LOH

720

LOH

720

LOH

720

LOH

720

LOH

720

LOH

720

LOH

P/SLIN

P/SLIN

P/SLIN

P/SLIN

P/SLIN

P/SLIN

P/SLIN

P/SLIN

290 1535 1535

1000

1775 1775 1535

1000

1535 290

3030

3030

3030

3030

3030

3030

3030

3030

3030

3030

3030

3030

4 4 4 4 4 4 4 4 4 4 4 4

CHK

REV_


WOLLERT

DATE SCALE

AUG 2018 1:100@A1

PROJECT No.

5634

DRWN


DESIGNRevisions





E: [email protected] FIRST FLOOR PLAN

A07

TIMBER STUD FRAMING

3

TILE.

CP.


SMOKE ALARM

FLOOR WASTE

DOWN PIPE

FW

dpBRICKWORK


AJ.


100mm FOAM ON STUD







REFER TO A06

2000 22980 8535 22980

240350024035002403500240380024035002403500240240350024035002403800240350024035002403500240

2000 25230 4035 25230 2000

240387530038753003875300387530038753003875240240387530038753003875300387530038753003875240

2000

2000 25230 4035 25230 2000

1485 2630 300 3875 300 3875 300 3875 300 3875 300 4115 4115 300 3875 300 3875 300 3875 300 6805 1485

240 2885 90 900 300 900 90 2885 300 2885 90 900 300 900 90 2885 300 2885 90 900 300 900 90 2885 240 240 2885 90 900 300 900 90 2885 300 2885 90 900 300 900 90 2885 300 2885 90 900 300 900 90 2885 240

240 3875 300 3875 300 3875 300 3875 300 3875 300 3875 240 240 3875 300 3875 300 3875 300 3875 300 3875 300 3875 240

3500

1148

066

5564

80

240

6000

240

240

9010

9019

0024

0

240

1600

9012

0090

510

9015

6090

5770

240

4000

1098

066

5564

80

240

6000

240

240

1050

024

0

240

1600

9013

0090

1560

9057

7024

0

(UNI

TS) 2

1 &

22

(UNI

TS) 1

9,20

,23,

24

3500

1148

066

5564

80

240

6000

240

240

9010

9019

0024

0

240

1600

9012

0090

510

9015

6090

5770

240

4000

1098

066

5564

80

240

6000

240

240

1050

024

0

240

1600

9013

0090

1560

9057

7024

0

(UNI

TS) 1

5 &

16

(UNI

TS) 1

3,14

,17,

18

CSR SYSTEM 5788

DN

ROBE

DN

BED 1

BED 2ROBEBED 2

BED 1

ROBEROBE

U1 U2

ROBE

DN

BED 1

ROBE

U3

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DN

BED 1

ROBE

U4

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DN

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U5RO

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U6

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ENS

ENS

ENS

ENS

BED 2

ENS

ENS

BED 2

ENS

ENS

BED 2

ENS

ENS

BED 2

ENS

ENS

KL 2° KL 2° KL 2° KL 2° KL 2° KL 2°

DN

ROBE

DN

BED 2 ROBE

BED 2

BED 1

ROBE ROBE

U12U11

ROBE

DN

BED 1

ROBE

U10

ROBE

DN

BED 1

ROBE

U9

ROBE

DN

BED 1

ROBE

U8

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DN

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U7

ROBE

ENS

ENS

ENS

ENS

BED 2

ENS

ENS

BED 2

ENS

ENS

BED 2

ENS

ENS

BED 2

ENS

ENS

KL 2°KL 2°KL 2°KL 2°KL 2°KL 2°

TITL

E BO

UNDA

RYTI

TLE

BOUN

DARY

TITL

E BO

UNDA

RYTI

TLE

BOUN

DARY


3

456789

11

151617

3

456789

10111213

14

15 16 17

ABOV

E FF

L1.

0m B

ALUS

.

ABOV

E FF

L1.

0m B

ALUS

.

1213

14

21 12

3

456789

11

151617

3

456789

10111213

14

15 16 17

ABOV

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L1.

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ALUS

.

ABOV

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0m B

ALUS

.

1213

14

21 12

3

456789

11

151617

3

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10111213

14

15 16 17

ABOV

E FF

L1.

0m B

ALUS

.

ABOV

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0m B

ALUS

.

1213

14

21 12

3

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11

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3

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14

15 16 17

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.

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.

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14

21 12

3

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3

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.

1213

14

21 12

CSR

SYST

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405

TOAC

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L 60

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60

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CSR SYSTEM 2405 TOACHIEVE FRL 60/60/60

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CSR

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60

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dp dp

dp dp

dp dp dp dp

dp dp

dp dp

RHRH RHRHRHRH

RHS RHS RHS RHS RHS RHS RHS RHS RHS RHSRHS RHS

RH RH

1.06

1.07

1.08

1.09

1.10

1.05 2.03 3.03 4.03 5.03 6.05

1.11

2.04 3.04 4.04 5.04 6.086.

076.

06

7.07

7.06

7.08 8.04 9.04 10.04 11.04

12.11

12.1

012

.09

12.0

812

.07

12.0

6

12.0511.0310.039.038.037.05

TILE

POLY

720 CSD 820

CP.

2/87

0.SL

D

820

360

360

POLY

TILE

720

CP.

310

310

3/92

0.SL

D

CP.

820 720 CSD

720 CSD820

2/87

0.SL

D

CP.

POLY

POLY

TILE

TILE

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D

CP.

820720 CSD

720 CSD 820

2/87

0.SL

D

CP.

POLY

POLY

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D

CP.

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720 CSD820

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D

CP.

POLY

POLY

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TILE3/

920.

SLD

CP.

820720 CSD

720 CSD 820

2/87

0.SL

D

CP.

POLY

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3/92

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D

CP.

820 720 CSD

720 CSD820

2/87

0.SL

D

CP.

POLY

POLY

TILE

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3/92

0.SL

D

CP.

820720 CSD

720 CSD 820

2/87

0.SL

D

CP.

POLY

POLY

TILE

3/92

0.SL

D

CP.

820 720 CSD

720 CSD820

2/87

0.SL

D

CP.

POLY

POLY

TILE

TILE

3/92

0.SL

D

820720 CSD

720 CSD 820

2/87

0.SL

D

CP.

POLY

POLY

TILE3/

920.

SLD

CP.

820 720 CSD

720 CSD820

2/87

0.SL

D

CP.

POLY

POLY

TILE

TILE

BED 1CP.

TILE TILETILE

3/92

0.SL

D

820720 CSD

720 CSD 820

2/87

0.SL

D

CP.

POLY

POLY

TILE

TILE

BED 1CP.



310

310

360

360

CP.

820

TILE

720

POLY

POLY

TILE

720 CSD820

CP.2/87

0.SL

D

400W X 150D MIN BG400W X 150D MIN BG 400W X 150D MIN BG400W X 150D MIN BG 400W X 150D MIN BG400W X 150D MIN BG

300W X 150D MIN BG

300W X 150D MIN BG


300W X 150D MIN BG

300W X 150D MIN BG

SUMP SUMP

SUMP SUMP

SUMP SUMPSUMP SUMP

SUMP SUMP

SUMP SUMP

A12B

dpSdpSdpSdpSdpSdpSdpSdpSdpSdpS

RHS RHS RHS RHS RHS RHS RHS RHS RHS RHS RHS RHS


CP CP CP CP CP CP CP CP CP CP CP CP

CHK

REV_


WOLLERT

DATE SCALE

AUG 2018 1:100@A1

PROJECT No.

5634

DRWN


DESIGNRevisions





E: [email protected] SECOND FLOOR PLAN

A08

TIMBER STUD FRAMING

3

TILE.

CP.


SMOKE ALARM

FLOOR WASTE

DOWN PIPE

FW

dpBRICKWORK


AJ.


100mm FOAM ON STUD







REFER TO A09

4150

1058

0

1400

5165

850

3165

9028

9090

510

9018

0590

1805

9030

3090

150

9043

0090

1930

9050

0

4000

640

9030

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4300

9019

3090

9018

0590

1805

9030

3090

(UNI

T 1)

(UNI

T 2-

6)50

0

1140

9025

0090

4150

1058

0

1400

5165

850

3165

9028

9090

510

9018

0590

1805

9030

3090

150

9043

0090

1930

90

500

4000

640

9030

0090

4300

9019

30

90

9018

0590

1805

9030

3090

(UNI

T 12

)

(UNI

T 7-

11)

500

1140

9025

0090

2150 24930 4335 24930 2150

34551320703013207030132034553455132070301320703013203455

90 3275 600 300 600 3275 300 3275 600 300 600 3275 300 3275 600 300 600 3275 90 90 3275 600 300 600 3275 300 3275 600 300 600 3275 300 3275 600 300 600 3275 90

90 2885 90 900 300 900 90 2885 300 2885 90 900 300 900 90 2885 300 2885 90 900 300 900 90 2885 90 90 2885 90 900 300 900 90 2885 300 2885 90 900 300 900 90 2885 300 2885 90 900 300 900 90 2885 90

2150 24930 4335 24930 2150

14001350654050013205006030500132050024555005002455500132050060305001320500654013501400 2015 2015

90387530060032753003275600300600327530032756003006003275909032756003006003275300327560030060032753003275600300387590

90900908059010009090090 900 90 805 90 1000 90 900

90 1795 90 1990 300 1990 90 1795 300 1795 90 1990 300 1990 90 1795 300 1795 90 1990 300 1990 90 1795 90 90 1795 90 1990 300 1990 90 1795 300 1795 90 1990 300 1990 90 1795 300 1795 90 1990 300 1990 90 1795 90

CSR SYSTEM 5788

DN

ROBE

U13

BED 1BED 1

DN

BED 1

ROBE

U17DN

BED 1

ROBE

U18

ROBE

BED 2BED 2

ENS

KL 2°KL 2°KL 2°KL 2°KL 2° KL 2° KL 2° KL 2°

ENS

ROBE

ENS

ROBE

ENS

DN

ROBE

U15DN

ROBE

U16

BED 2BED 2

ENS

ENS

ROBE

ENS

ROBE

ENS

BED 1

DN

ROBE

U14

BED 2

ENS

ENS

ROBEENS

ENS

DN

BED 2

BED 1

ROBE

U24

BED 1

DN

BED 1

ROBE

U20DN

BED 1

ROBE

U19

ROBE

ENS

ENS

ROBE

ENS

ROBE

ENS

DN

ROBE

U22DN

ROBE

U21

ENS

ENS

ROBE

ENS

ROBE

ENS

BED 1

DN

ROBE

U23

BED 2

ENS

ENS

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ENS

KL 2° KL 2°KL 2° KL 2°

TITL

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UNDA

RYTI

TLE

BOUN

DARY

TITL

E BO

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RYTI

TLE

BOUN

DARY


3

45678910111213

14

151617

3

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10111213

14

15 16 17

ABOV

E FF

L1.

0m B

ALUS

.

ABOV

E FF

L1.

0m B

ALUS

.

3

456789

11

151617

3

456789

10111213

14

15 16 17

ABOV

E FF

L1.

0m B

ALUS

.

ABOV

E FF

L1.

0m B

ALUS

. 1213

14

3

456789

11

151617

3

456789

10111213

14

15 16 17

ABOV

E FF

L1.

0m B

ALUS

.

ABOV

E FF

L1.

0m B

ALUS

. 1213

14

3

456789

11

151617

3

456789

10111213

14

15 16 17

ABOV

E FF

L1.

0m B

ALUS

.

ABOV

E FF

L1.

0m B

ALUS

. 1213

14

3

456789

11

151617

3

456789

10111213

14

15 16 17

ABOV

E FF

L1.

0m B

ALUS

.

ABOV

E FF

L1.

0m B

ALUS

. 1213

14

3

456789

11

151617

3

456789

10111213

14

15 16 17

ABOV

E FF

L1.

0m B

ALUS

.

ABOV

E FF

L1.

0m B

ALUS

. 1213

14

CSR

SYST

EM 2

405

TOAC

HIEV

E FR

L 60

/60/

60

CSR

SYST

EM 2

405

TOAC

HIEV

E FR

L 60

/60/

60

CSR

SYST

EM 2

405

TOAC

HIEV

E FR

L 60

/60/

60






CSR

SYST

EM 2

405

TOAC

HIEV

E FR

L 60

/60/

60

CSR

SYST

EM 2

405

TOAC

HIEV

E FR

L 60

/60/

60



RH RHRH RH RH RH

dp dp

dp dp

dp dpdp dp

dp dp

dp dp

dpS dpS dpS dpS dpS dpS dpS dpS dpS dpS dpS dpSRHSRHSRHS RHSRHS RHSRHS RHSRHS RHSRHS RHS

RHRH

24.05

24.0

624

.07

24.0

824

.09

24.10

23.04 22.04 21.04 20.04 19.07

19.0

6

19.0520.0321.0322.0323.03

18.07 17.04 16.04 15.04 14.04

13.10

13.0

913

.08

13.0

713

.06

13.0514.0315.0316.0317.0318.05

18.0

6TILE

720 CSD

POLY

POLY

720 CSD

TILE

820

820

CP.

CP.

CP.

2/62

0.SL

D36

0

360

POLY

TILE

720 CSD

2/62

0.SL

D

CP.

2/820.SLD

720

CSD

POLY

TILE

820

820

BED 2CP.

820

820

CP.BED 1

CP.

2/820.SLD POLY

TILE

2/62

0.SL

D720 CSD

TILE

BED 2CP.

820

CP.

2/820.SLDPOLY

TILE

2/62

0.SL

D

720 CSD

TILE

720

CSD

720

CSD

820

BED 2CP.

820

820

CP.

2/820.SLD POLY

TILE

2/62

0.SL

D

720 CSD

TILE

720

CSD

820

CP.

2/820.SLDPOLY

TILE

2/62

0.SL

D

720 CSD

TILE

720

CSD

820

BED 2CP.

CP.

820

820

CP.

2/820.SLD POLY

TILE

2/62

0.SL

D

720 CSD

TILE

720

CSD

CP.

820

820

CP.

2/820.SLD POLY

TILE

2/62

0.SL

D

720 CSD

TILE

720

CSD

CP.

820

820

CP.

2/820.SLD POLY

TILE

2/62

0.SL

D

720 CSD

TILE

720

CSD

POLY POLY POLY POLY POLY POLY POLY

CP.

820

CP.

2/820.SLDPOLY

TILE

2/62

0.SL

D

720 CSD

TILE

720

CSD

POLY

CP.

820

CP.

2/820.SLDPOLY

TILE

2/62

0.SL

D

720 CSD

TILE

720

CSD

POLY

300W X 150D MIN BG

300W X 150D MIN BG 300W X 150D MIN BG 300W X 150D MIN BG 300W X 150D MIN BG

300W X 150D MIN BG300W X 150D MIN BG

400W X 150D MIN BG400W X 150D MIN BG 400W X 150D MIN BG400W X 150D MIN BG400W X 150D MIN BG400W X 150D MIN BG

300W X 150D MIN BG300W X 150D MIN BG

300W X 150D MIN BG 300W X 150D MIN BG 300W X 150D MIN BG 300W X 150D MIN BG 300W X 150D MIN BG 300W X 150D MIN BG 300W X 150D MIN BG 300W X 150D MIN BG 300W X 150D MIN BG 300W X 150D MIN BG 300W X 150D MIN BG

2/62

0.SL

D BED 2CP.

720 CSD

TILE

POLY

820

POLY

TILE

720 CSD

BED 1CP.

360

360

820


SUMP SUMP

SUMP SUMP

SUMP SUMP SUMP SUMP

SUMP SUMP

SUMP SUMP

A12B

A12A

A12A

dpS dpS dpS dpS dpS dpS dpS dpS dpS dpS


CP CP CP CP CP CP CP CP CP CP CP CP

CHK

REV_


WOLLERT

DATE SCALE

AUG 2018 1:100@A1

PROJECT No.

5634

DRWN


DESIGNRevisions





E: [email protected] SECOND FLOOR PLAN

A09

TIMBER STUD FRAMING TILE.

3

CP.


SMOKE ALARM

FW FLOOR WASTE

DOWN PIPEdpBRICKWORK

AJ. ARTICULATION JOINTSLEGEND


100mm FOAM ON STUD

SELECTED TIMBER FLOORINGSELECTED TILE FLOORING

FB.SELECTED CARPETDOWN PIPE WITH SPREADERdpSSELECTED TIMBER DECKINGTD.SELECTED CONCRETE PAVINGRETAINING WALL - REF ENG CONC.


RAINWATER HEADRHLOH LIFT OFF HINGES

HOT WATER SERVICEHWSBG 300w x 150d BOX GUTTER



REFER TO A08

3650

9480

1400

4365

850

2865

9028

9090

1705

9017

0590

2730

90

150

9028

9090

510

9024

0090

3230

90

3500

640

8490

500

9055

090

3000

9037

0090

1430

90

9030

0060

090

2300

9027

3090

1140

9025

0090

3700

9014

3090

500

(UNI

T 24

)

(UNI

T 19

-23)

3650

9480

1400

4365

850

2865

9028

9090

1705

9017

0590

2730

90

150

9028

9090

510

9024

0090

3230

90

3500

640

8490

500

9055

090

3000

9037

0090

1430

90

9030

0060

090

2300

9027

3090

1140

9025

0090

3700

9014

3090

500

(UNI

T 13

)

(UNI

T 14

-18)

2150 24930 4335 24930

34551320703013207030132034553455132070301320703013203455

90 3275 600 300 600 3275 300 3275 600 300 600 3275 300 3275 600 300 600 3275 90 90 3275 600 300 600 3275 300 3275 600 300 600 3275 300 3275 600 300 600 3275 90

90 1795 90 1000 90 900 300 900 90 1000 90 1795 300 1795 90 1000 90 900 300 900 90 1000 90 1795 300 1795 90 1000 90 900 300 900 90 1000 90 1795 90 90 1795 90 1000 90 900 300 900 90 1000 90 1795 300 1795 90 1000 90 900 300 900 90 1000 90 1795 300 1795 90 1000 90 900 300 900 90 1000 90 1795 90

2150 24930 4335 24930 2150

140020156540500132050060305001320500245550050024555001320500603050013205006540135020151400 1350

90 2885 300 900 90 2885 300 2885 90 900 300 900 90 2885 300 2885 90 900 300 900 90 2885 90 90 2885 90 900 300 900 90 2885 300 2885 90 900 300 900 90 2885 300 2885 90 900 300 2885 909090090 900

90 1795 90 1990 300 1990 90 1795 300 1795 90 1990 300 1990 90 1795 300 1795 90 1990 300 1990 90 1795 90 90 1795 90 1990 300 1990 90 1795 300 1795 90 1990 300 1990 90 1795 300 1795 90 1990 300 1990 90 1795 90

CSR SYSTEM 5788

CHK

REV_


WOLLERT

DATE SCALE

AUG 2018 1:100@A1

PROJECT No.

5634

DRWN


DESIGNRevisions





E: [email protected] ELEVATIONS

A10

T I T

L E

T I T

L E

SOUTH ELEVATIONSCALE 1:100

2700

340

2550

FFL: 185.70

FCL

FFL

FCL

2700

340

2550

FFL: 184.20

FCL

FFL

FCL

2700

340

2550

185.10

FCL

FFL

FCL

2700

340

184.80

FCL

FFL

FCL

FFL

2550

FB FB

U1 U2 U3 U4 U5 U6

FBFB

U12U11U10U9U8U7

MPMP

MPMP

MP

SR1SR1

2650

2650

2650

2650

2650

2650

2650

2650

2650

2650

2650

2650 36

10

654063

256490

6665

3600

3650

3550

3600

3600

3555

6690

6690

3425

3660

3375

3375

SR1

AX

SR1SR1

AX

MP

SR1

AX

FB FB

FB

AX

SR1SR1

SR1

SR1

AX

FB

AX

FBFB

FBFB

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

OO

O

O

O

O

O

O

OO

O

O

O

O

OO

O

F

F

F

F

FF

F

FF

F F FF

FFF

FFF

F

FF

FF

1.11 2.04 3.044.04 5.04

6.087.08 8.04 9.04

10.04 11.0412.11

12.0411.0210.029.02

8.027.04

6.045.02

4.023.02

2.021.04

T I T

L E

T I T

L E

2700

FFL: 185.40

FCL

2700

FFL: 184.50

FCL

2700

FFL: 185.00

FCL

2700

FFL: 185.90

FCL

2700

FCL

2700

FCL

U24 U23

U18 U17U16 U15 U14 U13

U24 U23 U22U21 U20

U19 U18 U17 U16U15 U14 U13

3260

3520

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

2200

352532

65

3505


INTERNAL GARAGES UNITS 24 - 13

FBFB

FB

FBFB

FBGD GD GD GD GD GD

GD GD GD GD GD GD

U22 U21 U20 U19

TSTS TS

TS TS TS TSTS TS

TS

O O FO F O F

O F O FO F O F

O F O FO F O

OO

F F FF F FF F FF F FF F FF F F

F F F F F FF F F F F F F F F

F F F

24.05

23.0322.03 21.03

20.03 19.05

19.01

18.05 17.0316.03 15.03

14.03

13.05

T I T

L E

T I T

L E

2700

FCL

FFL: 186.75

2700

340

186.15

FCL

FFL

FCL

FFL

2550

U24 U23 U22U21 U20

U19

340

2550

FCL

FFL

U18 U17 U16U15 U14 U13

4000

3930

3865

400040

653830

3930


INTERNAL UNITS 24 - 13

2700

340

185.40

FCL

FFL

FCL

FFL

2550

340

186.00

FCL

FFL

FFL

2550

2700

FBFB

FB

SR1

AXSR1 AX

SR1 AXSR1 SR1

AXSR1 AX

SR1 AXSR1

FBFB

FB

TSTS TS

TS TS TS TSTS TS

TS

600mmH MAX. TIMBER TRELLISEXTENSION AS REQUIRED

KL KL KLKL KL

KL KL KL KLKL KL

KL

6305

6785

6720

6650

6855

6785

6720

6370

654064

40

660565

05

637063

05

647063

706540

6440

1700

1700

1700

1700

1700

1700

1700

1700

1700

1700

O

O O FO F O F

O F O FO F O F

O F O FO F O

F O OF OOF O OF O

OF O OF OOF O OF O

OF O OF OOF O OF O

24.05

23.0322.03 21.03

20.03 19.05 18.05 17.0316.03 15.03

14.03

13.05

24.01 23.0122.01 21.01

20.01 19.01 18.01 17.0116.01 15.01

14.01 13.01

MATERIAL SCHEDULE:

SR1 SMOOTH RENDER FINISHFB FACEBRICK WALLAX SELECTED AXON CLADDINGMP SELECTED MATRIX CLADDINGGD SELECTED GARAGE DOORG1 OBS GLASS - 150mm

RESTRICTED AWNINGTP 1.8m HIGH TIMBER PAILING FENCEKR KLIP-LOK ROOF AT 2 DEGREE PITCH

ALUMINIUM WINDOWS THROUGH-OUT

COLORBOND GUTTERS, FASCIA'S ANDDOWNPIPES

T I T

L E

T I T

L E

EAST ELEVATIONSCALE 1:100

2700

340

2550

FFL: 184.20

FCL

FFL

FCL

2700

FFL: 184.40

FCL

2700

FFL: 184.50

FCL

2700

340

2550

FFL: 185.40

FCL

FFL

FCL

U12

U13

U12 U13

GARAGE GARAGE

T I T

L E

3595

628067

85

3375 3660 35

40 3525 3400

3985

6850

G2G2 G2

G2G2 G2

6960

3770

600mmH MAX. TRELLISEXTENSION AS REQUIRED

SR1

AX

SR1

FB FB

SR1

TPFB FB

TP

SR1SR1

AX

FB FB

SR1

OO

O O

O O

O F O O

O

O

O O

O

O O

F F

F

F F

F

FO

12.10 12.09

12.08 12.07

12.04 12.03 12.02

12.06

12.1213.11

13.02 13.03

13.06

13.07

13.08 13.09

13.04

REMOTE OPENING GARAGE DOOR2.2h x 3.2 SECTIONAL REMOTE OPENING GARAGE DOOR

2.2h x 3.5 SECTIONAL REMOTE OPENING GARAGE DOOR

2.2h x 3.2 SECTIONAL REMOTE OPENING GARAGE DOOR2.2h x 3.2 SECTIONAL REMOTE OPENING GARAGE DOOR

2.2h x 3.5 SECTIONAL REMOTE OPENING GARAGE DOOR

2.2h x 3.2 SECTIONAL

RMAX ORANGE BOARD CLADDING(CM40039) INSTALLED TOMANUFACTURERS SPEC' WITHSMOOTH RENDER FINISH

SELECTED AXON CLADDING ASPER MANUFACTURES SPECS.

SELECTED FACE BRICKWORK AS PER AS.3700.

SELECTED KLIP-LOK ROOFINGPITCHED AT MIN. 2°IN ACCORDANCE WITH BCA 3.5.1

SELECTED GUTTER & DOWNPIPESON COLORBOND FASCIAAS PER AS.3500.

SELECTED GLAZING INACCORDANCE WITH AS.1288

TIMBER SCREENING TO 1.7mABOVE FINISHED FLOOR LEVELSELECTED GLAZING IN

ACCORDANCE WITH AS.1288

TIMBER SCREENING TO 1.7mABOVE FINISHED FLOOR LEVELSELECTED AXON CLADDING AS

PER MANUFACTURES SPECS.


SELECTED KLIP-LOK ROOFINGPITCHED AT MIN. 2°IN ACCORDANCE WITH BCA 3.5.1

SELECTED GUTTER & DOWNPIPESON COLORBOND FASCIAAS PER AS.3500.




TIMBER SCREENING TO 1.7mABOVE FINISHED FLOOR LEVEL







SELECTED FACE BRICKWORK AS PER AS.3700. WITH RENDER OVER






PROPOSED 1.8m TP FENCE



SELECTED MATRIX PANEL ASPER MANUFACTURES SPECS.




LIGHT WEIGHT STRUCTUREON BRICK COLUMN











T I T

L E

T I T

L E

NORTH ELEVATIONSCALE 1:100

2700

340

2550

FFL: 185.40

FCL

FFL

FCL

2700

340

2550

FFL: 186.75

FCL

FFL

FCL

2700

340

186.00

FCL

FFL

FCL

FFL

2550

FB FB

U13 U14 U15 U16 U17 U18

MPMP

MP

2700

340

2550

186.15

FCL

FFL

FCL

FBFB

U24U23U22U21U20U19

MPMP

MP

SR1SR1

6640

3450

2650

2650 26

50

2650 26

50

2650 26

50

2650 26

50

2650 26

50

2650

6285

3490 35

55 3450 35

60 3600

6735

6340

3645

3575

3210

240

3355

95

6640

3275

175

6635

3490

SR1

SR1

AX SR1 SR1AX AX

SR1

FB FB

FB FB

AX AX AX

SR1

SR1SR1

SR1

FBFBFBFB

O

FO

O

O

O

O

O

O

O

OO

O

O

O

O

O

O

O

O

OO

O

O

O

O

O

O

O

O

O

O

O

O

O

F FF

O

O

F F

F

F

F

F F

FF

F

F

F F

F F

F F

F F

F

13.1014.04 15.04

16.04 17.04 18.0719.07

20.04 21.0422.04 23.04 24.10

24.0423.0222.0221.0220.02

19.0418.0417.02

16.0215.0214.0213.04

CHK

REV_


WOLLERT

DATE SCALE

AUG 2018 1:100@A1

PROJECT No.

5634

DRWN


DESIGNRevisions





E: [email protected] ELEVATIONS

A11

TSTS

TSTS

T I T

L E


INTERNAL GARAGES 1-12T I T

L E

2700

FFL: 184.40

FCL

GARAGE

2700

FFL: 184.90

FCL

GARAGE

U6 U5 U4 U3 U2 U1

U8 U7U9U12

2700

FFL: 185.30

FCL

GARAGE

2700

FFL: 185.90

FCL

GARAGE

U7U8U9U10U11U12

U1U2U3U4U5

U6

U10U11

3515 35

00 3475 32

55 3505 34

90 3465 32

45

2200

2200

2200

2200

2200

2200 22

00

2200

2200

2200

2200

2200FB

FBFB

FBFB

FB

GD GD GD GD GD GDGD GD GD GD GD GD

TSTS TS

TS TSTS

O FOFO FO

FO FOFO FO

FO FOFO O

F F FF F FF F FF F FF F F

F F F

F F FF F FF F FF F FF F FF F F

12.05 11.0310.03 9.03

8.03 7.056.05 5.03

4.03 3.032.03 1.05

T I T

L E

T I T

L E

2700

340

2550

FFL: 185.70

FCL

FFL

FCL

2700

340

2550

FFL: 184.20

FCL

FFL

FCL


INTERNAL UNITS 1-12

2700

340

185.10

FCL

FFL

FCL

FFL

2550

2700

340

2550

184.80

FCL

FFL

FCL

FFL

U7U8U9U10U11U12

U1U2U3U4U5

U6

6240 64

00 6455

6090 62

80 6440 64

90

6145

3450 35

05 3250

3410 34

65 3210

3355

3395

TS

FB

SR1 AXSR1 AX

SR1 AXSR1 AX

SR1 AXSR1 AX SR1

SR1

FBFB

FBFB

FB

TS TSTS TS

TS TSTS TS

TS


1700 17

00 1700 17

00 1700 17

00

1700

1700

O FOFO FO

FO FOFO FO

FO FOFO O

O O F O O F

O O F O O F

O O F O O F

O O F O O F

O O F O O FO O F O O F

12.05 11.0310.03 9.03

8.03 7.056.05 5.03

4.03 3.032.03 1.05

12.01 11.0110.01 9.01

8.01 7.016.01 5.01

4.01 3.012.01 1.01

MATERIAL SCHEDULE:





T I T

L E

T I T

L E

2700

FFL: 186.15

FCL

EAST ELEVATIONSCALE 1:100

INTERNAL UNIT 6 EAST ELEVATIONSCALE 1:100

INTERNAL UNIT 19

2700

FFL: 185.10

FCL

340

2550

FCL

FFL

2700

FFL: 185.40

FCL

GARAGE

340

2550

2700

FFL: 185.30

FCL

GARAGE

U6

U6 U19

U19

G2 G1 G2 G1

3570

6430

6235

3330 3610 34

85 3465

3340 3770

6440

3530



MP SR1

SR1 MP

SR1

FB FB

FB FB

FB FB

SR1

G2

6625

O

OO

O O

OO F F

F F

F F

6.03 6.02

6.07 6.06

19.06

19.02 19.03




REMOTE OPENING GARAGE DOOR2.2h x 3.2 SECTIONAL REMOTE OPENING GARAGE DOOR

2.2h x 3.2 SECTIONAL





SELECTED AXON CLADDING ASPER MANUFACTURES SPECS. SELECTED AXON CLADDING AS

PER MANUFACTURES SPECS.









SELECTED FACE BRICKWORK AS PER AS.3700. WITH RENDER OVERSELECTED FACE

BRICKWORK AS PER AS.3700.









SELECTED FACE BRICKWORKAS PER AS.3700. WITHRENDER OVER


PROPOSED 1.8m TP FENCE





SELECTED FACE BRICKWORKAS PER AS.3700. WITHRENDER OVER



RMAX ORANGE BOARD CLADDING(CM40039) INSTALLED TOMANUFACTURERS SPEC' WITHSMOOTH RENDER FINISHRMAX ORANGE BOARD CLADDING

(CM40039) INSTALLED TOMANUFACTURERS SPEC' WITHSMOOTH RENDER FINISH







CHK

REV_


WOLLERT

DATE SCALE

AUG 2018 1:100@A1

PROJECT No.

5634

DRWN


DESIGNRevisions





E: [email protected] ELEVATIONS/SECTIONS

A12

MATERIAL SCHEDULE:





T I T

L E

T I T

L EWEST ELEVATION

SCALE 1:100

2700

340

2550

FFL: 185.70

FCL

FFL

FCL

2700

340

2550

FFL: 186.60

FCL

FFL

FCL

2700

FFL: 185.90

FCL

GARAGE

2700

FFL: 185.90

FCL

GARAGE

U24

U1

U24U1

G2

G2

G2 G2

G2

3055

315537

003500

6765

6555

3155

3260

3160

6460

3360

3320


FB FB FB

AX

SR1

SR1

SR1

AX

FB

FB FB

SR1

TP

TP

SR1

F

F F FOO O

O

O

O O

O O

OO O O

O

O

O O

F F F

F

24.09 24.08

24.07

24.06

24.0324.04 24.02 24.11 1.12

1.02 1.03

1.06

1.07 1.08

1.09 1.10

1.04

T I T

L E

T I T

L E

2700

FFL: 185.90

FCL

WEST ELEVATIONSCALE 1:100

INTERNAL UNIT 18

2700

340

2550

FFL: 184.80

FFL

FCL

FCL

WEST ELEVATIONSCALE 1:100

INTERNAL UNIT 7

340

2550

FCL

FFL

2700

FCL

2700

GARAGE

FCL

U18

U18

U7

U7

FFL: 185.00GARAGEFFL: 184.90

G2 G1 G2 G1

3440

6360

3685

2905

3035

3055

3180

3100

6010

3350

6205



FB FB

SR1MP

SR1

FB FB

MPSR1

FBFB

SR1

TP

TP

6540

G2

F F

F F

F F

OO

O O

O O

O

18.06

18.03 18.02

7.06 7.07

7.02 7.03

























T I T

L E

T I T

L E

2700

FFL: 186.15

FCL

SECTION B-BSCALE 1:100

2700

FFL: 185.40

FCL

GARAGE

340

2550

2700

FFL: 185.30

FCL

GARAGE

U6 U19

U20

2200

2200GARAGE GARAGE

2700

FFL: 185.10

FCL

340

2550

U5

LAND TO SLOPE AWAYFROM FOOTINGS AT MIN1:50 FOR THE FIRST 1m





WAFFLE SLAB AS PER ENGINEER'S DESIGNAND SPECIFICATIONS. REFER TOENGINEERS DRAWING AND COMPUTATIONS

SOIL CLASSIFICATIONAS PER SOIL REPORT



2700

2700

2550

2550

LIVINGL'DRYLINPDR

ROBE ROBESTAIRS

2510

1000

2700

1000

2510

1000

1000 LINL'DRY PDR

ROBEROBE STAIRS

LIVING

FCL

FFL

FCL

FFL

STEP DN150mm

STEP DN150mm

2700

FCL

FFL: 186.75

2700

340

186.15

FCL

FFL

FCL

FFL

2550

340

2550

FCL

FFL

2700

340

185.40

FCL

FFL

FCL

2550

340

186.00

FCL

FFL

FFL

2550

2700

T I T

L E

T I T

L E

2700

2550

2700

2550

2700

2550

2700

2550

2700

2550

2700

2550

2700

2550

2700

2550

2700

2550

2700

2550

2700

2550

2700

2550

U13U14U15U16

U17U18U19U20U21U22

U23U24

CSR

SYST

EM 2

405

TOAC

HIEV

E FR

L 60

/60/

60

CSR

SYST

EM 2

405

TOAC

HIEV

E FR

L 60

/60/

60

CSR

SYST

EM 2

405

TOAC

HIEV

E FR

L 60

/60/

60

CSR

SYST

EM 2

405

TOAC

HIEV

E FR

L 60

/60/

60

CSR

SYST

EM 2

405

TOAC

HIEV

E FR

L 60

/60/

60

CSR

SYST

EM 2

405

TOAC

HIEV

E FR

L 60

/60/

60

CSR

SYST

EM 2

405

TOAC

HIEV

E FR

L 60

/60/

60

CSR

SYST

EM 2

405

TOAC

HIEV

E FR

L 60

/60/

60

CSR

SYST

EM 2

405

TOAC

HIEV

E FR

L 60

/60/

60

CSR

SYST

EM 2

405

TOAC

HIEV

E FR

L 60

/60/

60

STAIR ENSSTAIRENS

L'DRYKIT L'DRY KIT

STAIRSTAIRENS

L'DRYKIT L'DRY KIT

STAIRSTAIRENS

L'DRYKIT L'DRY KIT

STAIRSTAIRENS

L'DRYKIT L'DRY KIT

STAIRSTAIRENS

L'DRYKIT L'DRY KIT

STAIRSTAIRENS

L'DRYKIT L'DRY KIT

ENSENS

ENSENS

ENS




SECTION A-ASCALE 1:100





FFL: 186.75 FFL: 186.75FFL: 186.45 FFL: 186.45

FFL: 186.1530030

0

FFL: 186.15 FFL: 186.00 FFL: 186.00FFL: 185.7030

0

300FFL: 185.70

FFL: 185.40FFL: 185.40

BOX GUTTER IN ACCORDANCE WITH

FLASH AND CAP IN ACCORDANCEWITH BCA 3.5.1.

AS.3500. ADJUST TO SUIT ON SITE.

STUDS:90X45 PINE AT 450 CRSWITH NOGGINS AT 1350 CRS AS PER AS.1684.

REFER TO ENGINEERS DRAWING

LAYOUT AS PER ENGINEERS DESIGNSUB-FLOOR CONSTRUCTION AND

AND COMPUTATIONS.

DESIGN AND SPECIFICATION.

SELECTED KLIP-LOK ROOFING PITCHED ATMIN 2° IN ACCORDANCE WITH BCA 3.5.1 ONGRADED BATTENS

SELECTED FACE BRICKWORKAS PER AS.3700.




AND COMPUTATIONS.








AND COMPUTATIONS.



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




AND COMPUTATIONS.


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






CHK

REV_


WOLLERT

DATE SCALE

AUG 2018 1:100@A1

PROJECT No.

5634

DRWN


DESIGNRevisions






A13

WINDOW & TIMBER FRAMESCHEDULE @ DETAILS

TIMBER FRAMING SCHEDULE

MEMBER SIZEBOTTOM PLATETOP PLATESTUD - COMMON

STUDS - AT SIDES OFOPENINGS

90 x 4590 x 7090 x 3590 x 3590 x 4590 x 70 90 x 9090 x 7090 x 9090 x 70

FRAMING TIMBER MAX. SPAN

CEILING HEIGHT - 2700

EFFECTIVE ROOF LENGTH - 12000

SUPP

AT

2PO

INTS

CONT

. OVE

R2

POIN

TS

MAX

IMUM

SPAC

ING

MAX

. STR

ESS

GRAD

E

600600

600600

--

F5F5

2400270030002400

2400270030002400

600600450

1200

F5F5F5F5

2400270027003000

2400270027003000

1800900

15002700

F5F5F5F17

LINTELS(REFER TRUSS DESIGN)

90 x 35140 x 45190 x 45240 x 35

290 x 45

1200 - - F17160021002400

3100

---

-

---

-

F17F17F17

F17240 x 45 2600 - - F17

NOGGINGS 70 x 35 600 600 1350 F5

ROOF BATTENS 50 x 25 - 600 330 F8BRACING METAL STRAP - REFER A.S. 1684

STRESS GRADE F17 REFERS TO SEASONED HARDWOODSTRESS GRADE F8 REFERS TO UN-SEASONED HARDWOOD

STRESS GRADE F7 REFERS TO UN-SEASONED HARDWOOD

STRESS GRADE F5 REFERS TO SEASONED RADIATA PINE

UNLESS OTHERWISE NOTED BY ENGINEER

TYPICAL DETAILS BCA FIGURE 3.3.4.1LOCATION OF DPCs AND FLASHINGS IN SUB-FLOOR STRUCTURES

BCA FIGURE 3.3.4.5INSTALLATION OF SILL AND HEAD FLASHINGS

TYPICAL DETAILS

TYPICALSCALE 1:20

9040254090

25mm GYPROCK SHAFT LINERINSTALLED TO MANUFACTURES SPEC'

R2 ACOUSTIC BATT TO BONESIDE. 50mm MIN GLASSPARTITION BATTS-11KG/M3

40mm CAVITY VOID

REFER TO ENGINEERS DRAWINGENGINEERS DESIGN AND SPECIFICATIONS.WAFFLE SLAB AS PER

AND COMPUTATIONS.

SELECTED WALL CLADDING

FLASHING AS SPECIFIED TO WINDOW HEAD

PB WALL LINING

SELECTED ARCHITRAVE TO WINDOWS AND DOORS

PB WALL LINING

WINDOW FRAMES TO CLIENT'S SPEC

FLASHING AS SPECIFIED TO WINDOW SILL

SELECTED WALL CLADDING

JAMB DETAIL IDENTICAL

SELECTED ARCHITRAVE TO WINDOWS AND DOORS

TYPICAL WINDOW DETAILSCALE 1:10

25mm GYPROCK SHAFT LINERINSTALLED TO MANUFACTURES SPEC'

200

600600

MANUFACTURERS COMPUTATIONS TO BEPROVIDED PRIOR TO FRAME INSPECTION.

ROOF TRUSSES AS PER MANUFACTURERS DESIGN AND SPECIFICATIONS

SELECTED KLIP-LOK ROOFINGPITCHED AT 2°.IN ACCORDANCE WITH BCA 3.5.1ON HW BATTENS AT 900 CTRS

BRADFORD ROCKWOOLCAVITY SEAL

16mm GYPROCK FYRCHECK LAMINATEDTO GYPROCK SHAFT LINER PANELLAMINATING SCREWS AT 400mm X400mm MAX. CTRS.

BOX GUTTER IN ACCORDANCE WITHAS.3500. ADJUST TO SUIT ON SITE.MIN 300x150

CSR SYSTEM 2405EXTRACT FROM CSR REDBOOK

200

200

16mm GYPROCK FYRCHECK LAMINATEDTO GYPROCK SHAFT LINER PANELLAMINATING SCREWS AT 400mm X400mm MAX. CTRS.

R2 ACOUSTIC BATT TO BONESIDE. 50mm MIN GLASSPARTITION BATTS-11KG/M3



AND COMPUTATIONS.


600600

HAND

RAIL

ABO

VE N

OSIN

G

870

250min

190m

ax

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)

ARTICULATION JOINT DETAILSCALE 1:20

10mm PLASTERBOARD

TIMBER STUD FRAMEBRICK TIES AS PERBUILDING CODE OFAUSTRALIA

COMPRESSED FOAM JOINTFILLER AND MASTIC-BACKINGBUILT IN BY BRICKLAYER

MASTIC SEALANT (IFREQUIRED)10mm (SINGLE STOREY)

15MM (DOUBLE STOREY)

EXTERNAL BRICK

COMPUTATIONS)

ROOF BEAMS TO ENGINEERS DESIGN &

(REFER TO ENGINEERS DRAWINGS &SPECIFICATIONS

SELECTED KLIP-LOCK ROOFINGROOF PITCH 2° MIN

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

TYPICAL DETAILSCALE 1:50

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

EXTERNAL CLAD MATERIAL, REFERTO ELEVATIONS FOR CORRECT MATERIAL

PROVIDE 10mm PLASTERBOARD TOCEILING WITH SELECTEDPAINT FINISH

SELECTED SCYON 'STRIA' CLADDINGINSTALLED TO MANUFACTURERS SPEC'

PROVIDE INSULATION AS PER THEENDORSED THERMAL ASSESSMENT

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.

WINDOW NOTES:

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 125mm MAX

ALL WINDOWS ARE TO COMPLY WITH THE RELEVANT BAL ASSESSMENT AND REQUIREMENTS.

'DBLG' DENOTES A WINDOW WHICH IS REQUIRED TO HAVE DOUBLE GLAZING

WINDOW AND DOOR ELEVATIONS ARE DRAWN AS VIEWED FROM THE OUTSIDE.

'TILE' DENOTES A WINDOW WHICH REQUIRES A TILED REVEAL FOR WATERPROOFING.'SCRN' DENOTES A WINDOW WHICH REQUIRES AN SELECTED FIXED EXTERNALSCREEN

UNIT 1 WINDOW & DOOR SCHEDULE:NO. SIZE (h x w) DESCRIPTIONHEAD-HT1.01

1.02

1.03

1.04

1.05

1.06

LOCATION2100 a.f.l 2100x3500 LIVING

2100 a.f.l

2100 a.f.l

2100 a.f.l

2100 a.f.l 400x1800

2100 a.f.l

1.08

1.09

1.07

1500x1800

BED 2

2100 a.f.l

2100 a.f.l

2100 a.f.l ENS

ENS

ENS

1500x1800

ENTRY

1.10 2100 a.f.l BED 1

MEALS

1500x1500 ALUMINIUM FRAMED AWNING/FIXED WINDOW

ALUMINIUM FRAMED AWNING/FIXED WINDOW

ALUMINIUM FRAMED AWNING WINDOW, OBS, REST1000x900

1.11 2100 a.f.l ALUMINIUM FRAMED AWNING/FIXED WINDOW1500x1800

ALUMINIUM FRAMED SLIDING DOOR

LIVING



BED 2

BED 1

ALUMINIUM FRAMED AWNING WINDOW

ALUMINIUM FRAMED AWNING WINDOW, OBS, REST


1000x900

1500x900

ALUMINIUM FRAMED AWNING WINDOW1500x900


2.02

2.03

2.04


2100 a.f.l

2100 a.f.l

2100 a.f.l

1200x1200 MEALS

BED 1

BED 21500x1800




ALUMINIUM FRAMED SLIDING/FIXED WINDOW

1500x1800


3.02

3.03

3.04


2100 a.f.l

2100 a.f.l

2100 a.f.l

1500x1500 MEALS

BED 1

BED 21500x1800





1500x1800


4.02

4.03

4.04


2100 a.f.l

2100 a.f.l

2100 a.f.l

1500x1500 MEALS

BED 1

BED 21500x1800





1500x1800


5.02

5.03

5.04


2100 a.f.l

2100 a.f.l

2100 a.f.l

1500x1200 MEALS

BED 1

BED 21500x1800





1500x1800


6.02

6.03

6.04

6.05

6.06


2100 a.f.l

2100 a.f.l

2100 a.f.l

2100 a.f.l 400x1800

2100 a.f.l

6.08

6.07

1500x1800

BED 2

2100 a.f.l

2100 a.f.l

ENS

BED 1

1200x1200

ENTRY

MEALS


ALUM. FRAMED AWNING, REST/FIXED OBS WINDOW


LIVING



ENS


1500x1800

1200x1200 ALUM. FRAMED AWNING, REST/FIXED OBS WINDOW



7.02

7.03

7.04

7.05

7.06


2100 a.f.l

2100 a.f.l

2100 a.f.l

2100 a.f.l 400x1800

2100 a.f.l

7.08

7.07

1500x1800

BED 2

2100 a.f.l

2100 a.f.l

ENS

BED 1

1200x1200

ENTRY

MEALS


ALUM. FRAMED AWNING, REST/FIXED OBS WINDOW


LIVING



ENS


1500x1800



UNIT 8 WINDOW & DOOR SCHEDULE:NO. SIZE (h x w) DESCRIPTIONHEAD-HT

8.01

8.02

8.03

8.04

LOCATION

2100 a.f.l 2100x3000 LIVING

2100 a.f.l

2100 a.f.l

2100 a.f.l

1500x1200 MEALS

BED 1

BED 21500x1800





1500x1800


9.01

9.02

9.03

9.04

LOCATION

2100 a.f.l 2100x3000 LIVING

2100 a.f.l

2100 a.f.l

2100 a.f.l

1500x1500 MEALS

BED 1

BED 21500x1800





1500x1800


10.02

10.03

10.04


2100 a.f.l

2100 a.f.l

2100 a.f.l

1500x1500 MEALS

BED 1

BED 21500x1800





1500x1800


11.01

11.02

11.03

11.04

LOCATION

2100 a.f.l 2100x3000 LIVING

2100 a.f.l

2100 a.f.l

2100 a.f.l

1200x1200 MEALS

BED 1

BED 21500x1800





1500x1800


12.02

12.03

12.04

12.05

12.06


2100 a.f.l

2100 a.f.l

2100 a.f.l

2100 a.f.l 400x1800

2100 a.f.l

12.08

12.09

12.07

1500x1800

BED 2

2100 a.f.l

2100 a.f.l

2100 a.f.l ENS

ENS

ENS

1500x1800

ENTRY

12.10 2100 a.f.l BED 1

MEALS






LIVING



BED 2

BED 1




1000x900

1500x900



13.01

13.02

13.03

13.04

13.05

13.06

LOCATION

2100 a.f.l 2100x3500 LIVING

2100 a.f.l

2100 a.f.l

2100 a.f.l

2100 a.f.l 400x1800

2100 a.f.l

13.08

13.07

1500x1800

BED 2

2100 a.f.l

2100 a.f.l ENS

ENS

1500x1800

ENTRY

13.09 2100 a.f.l BED 1

MEALS






LIVING



BED 2

BED 1





14.01

14.02

14.03

14.04

LOCATION

2100 a.f.l 2100x3000 LIVING

2100 a.f.l

2100 a.f.l

2100 a.f.l

1500x1200 MEALS

BED 1

BED 21500x1800





1500x1800


15.01

15.02

15.03

15.04

LOCATION

2100 a.f.l 2100x3000 LIVING

2100 a.f.l

2100 a.f.l

2100 a.f.l

1500x1500 MEALS

BED 1

BED 21500x1800





1500x1800


16.01

16.02

16.03

16.04

LOCATION

2100 a.f.l 2100x3000 LIVING

2100 a.f.l

2100 a.f.l

2100 a.f.l

1500x1500 MEALS

BED 1

BED 21500x1800





1500x1800


17.01

17.02

17.03

17.04

LOCATION

2100 a.f.l 2100x3000 LIVING

2100 a.f.l

2100 a.f.l

2100 a.f.l

1200x1200 MEALS

BED 1

BED 21500x1800





1500x1800


18.02

18.03

18.04

18.05


2100 a.f.l

2100 a.f.l

2100 a.f.l

2100 a.f.l 400x1800

18.07

18.06

1500x1800

BED 2

2100 a.f.l

2100 a.f.l

ENS

BED 1

ENTRY

MEALS



LIVING



ALUMINIUM FRAMED AWNING/SLIDING WINDOW

1500x1800




19.02

19.03

19.04

19.05


2100 a.f.l

2100 a.f.l

2100 a.f.l

2100 a.f.l 1500x1800

19.07

19.06

1500x1800

BED 2

2100 a.f.l

2100 a.f.l

ENS

BED 1

ENTRY

MEALS



LIVING



ALUMINIUM FRAMED AWNING/SLIDING WINDOW

1500x1800




20.01

20.02

20.03

20.04

LOCATION

2100 a.f.l 2100x3000 LIVING

2100 a.f.l

2100 a.f.l

2100 a.f.l

1200x1200 MEALS

BED 1

BED 21500x1800





1500x1800


21.01

21.02

21.03

21.04

LOCATION

2100 a.f.l 2100x3000 LIVING

2100 a.f.l

2100 a.f.l

2100 a.f.l

1500x1500 MEALS

BED 1

BED 21500x1800





1500x1800


22.02

22.03

22.04


2100 a.f.l

2100 a.f.l

2100 a.f.l

1500x1500 MEALS

BED 1

BED 21500x1800





1500x1800


23.02

23.03

23.04


2100 a.f.l

2100 a.f.l

2100 a.f.l

1500x1200 MEALS

BED 1

BED 21500x1800





1500x1800


24.02

24.03

24.04

24.05

24.06


2100 a.f.l

2100 a.f.l

2100 a.f.l

2100 a.f.l 400x1800

2100 a.f.l

24.08

24.07

1500x1800

BED 2

2100 a.f.l

2100 a.f.l ENS

ENS

1500x1800

ENTRY

24.09 2100 a.f.l BED 1

MEALS






LIVING



BED 2

BED 1



ALUMINIUM FRAMED AWNING WINDOW1500x90013.11 2300 a.f.l ALUMINIUM FRAMED AWNING WINDOW600x3000 GARAGE

12.12 2300 a.f.l ALUMINIUM FRAMED AWNING WINDOW600x3000 GARAGE1.12 2300 a.f.l ALUMINIUM FRAMED AWNING WINDOW600x3000 GARAGE

24.11 2300 a.f.l ALUMINIUM FRAMED AWNING WINDOW600x3000 GARAGE

CSR SYSTEM 5788EXTRACT FROM CSR REDBOOK

PROVIDE 10mm PLASTERBOARD TOCEILING AND WALLS WITH SELECTED

PROVIDE INSULATION AS PER THEENDORSED THERMAL ASSESSMENT


DETAIL 01SCALE 1:20

SELECTED KLIP-LOK ROOFINGPITCHED AT 1° ON HW GRADED BATTENS.IN ACCORDANCE WITH BCA 3.5.1

150d x 300w BOX GUTTER IN ACCORDANCEWITH AS.3500 - ADJUST TO SUIT ON SITE


ELECTRICAL PLAN

CHK

REV_


WOLLERT

DATE SCALE

AUG 2018 1:100@A1

PROJECT No.

5634

DRWN


DESIGNRevisions






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.

UP

U1 GARAGE U2 GARAGE U3 GARAGE U4 GARAGE U5 GARAGE U6 GARAGE

POR

PDR

LIVING

ENTU2

UP

MEALS

LIVING

ENTU1

UP

LIVING

POR

UP

LIVING

UP

LIVING

UP

MEALS

LIVING

LINKIT

REFPDR PDR

ENTU6

KIT

REFPDR

ENTU5

PDR

ENTU3

KIT

PDR

ENTU4

REF

PTY

MEALS

POR

KIT

REF

PTY

MEALS

KIT

REF

PTY

MEALS

KIT

REF

PTY

MEALS

UP

U12 GARAGEU11 GARAGEU10 GARAGEU9 GARAGEU8 GARAGEU7 GARAGE

PDR

LIVING

ENTU11

UP

MEALS

LIVING

ENTU12

POR

UP

LIVING

POR

POR

UP

LIVING

UP

LIVING

UP

MEALS

LIVING

KIT

REFPDRPDR

ENTU7

KIT

REFPDR

ENTU8

PDR

ENTU10

KIT

PDR

ENTU9

REF

PTY

MEALS

KIT

REF

PTY

MEALS

KIT

REF

PTY

MEALS

KIT

REF

PTY

MEALS

UP

U24 GARAGE U23 GARAGE U22 GARAGE U21 GARAGE U20 GARAGE U19 GARAGE

POR

PDR

LIVING

ENT

U23

UP

L'DR

Y

MEALS

LIVING

ENT

U24

UP

LIVING

POR

POR

UP

LIVING

UP

LIVING

UP

MEALS

LIVING

KIT

REFPDR PDR

ENT

U19

KIT

REFPDR

ENT

U20

PDR

ENT

U22

KIT

PDR

ENT

U21

REF

PTY

MEALS

KIT

REF

PTY

MEALS

KIT

REF

PTY

MEALS

KIT

REF

PTY

MEALS

UP

U13 GARAGEU14 GARAGEU15 GARAGEU16 GARAGEU17 GARAGEU18 GARAGE

POR

PDR

LIVING

ENT

U14

UP

MEALS

LIVING

ENT

U13

UP

LIVING

POR

UP

LIVING

UP

LIVING

UP

MEALS

LIVING

KIT

REFPDRPDR

ENT

U18

KIT

REFPDR

ENT

U17

PDR

ENT

U15

KIT

PDR

ENT

U16

REF

PTY

MEALS

POR

KIT

REF

PTY

MEALS

KIT

REF

PTY

MEALS

KIT

REF

PTY

MEALS

123

UP123

UP123

UP123

UP123

UP123

UP123

UP123

UP123

UP123

UP123

UP123

UP

1 2

3

456789

1011121314

151617

12

3

456789

1011121314

15 16 17

1 2

3

456789

1011121314

151617

12

3

456789

1011121314

15 16 17

1 2

3

4567891011121314

151617

12

3

456789

1011121314

15 16 17

1 2

3

456789

1011121314

151617

12

3

456789

1011121314

15 16 17

1 2

3

456789

1011121314

151617

12

3

456789

1011121314

15 16 17

1 2

3

4567891011121314

151617

12

3

456789

1011121314

15 16 17

1 2

3

456789

10111213

14

151617

12

3

456789

10111213

14

15 16 17

1 2

3

456789

10111213

14

151617

12

3

456789

10111213

14

15 16 17

1 2

3

45678910111213

14

151617

12

3

456789

10111213

14

15 16 17

1 2

3

456789

10111213

14

151617

12

3

456789

10111213

14

15 16 17

1 2

3

456789

10111213

14

151617

12

3

456789

10111213

14

15 16 17

1 2

3

45678910111213

14

151617

12

3

456789

10111213

14

15 16 17

L'DR

YW

M

WM

L'DR

Y

L'DR

YW

M

WM

L'DR

Y

L'DR

YW

M

WM

L'DR

Y

L'DR

YW

M

WM

L'DR

Y

L'DR

YW

M

WM

L'DR

Y

L'DR

YW

M

WM

L'DR

Y

L'DR

YW

M

WM

L'DR

Y

L'DR

YW

M

WM

L'DR

Y

L'DR

YW

M

WM

L'DR

Y

L'DR

YW

M

WM

L'DR

Y

L'DR

YTI

LEW

M

WM

L'DR

Y

L'DR

YW

M

WM

AJ

POR

POR

POR POR POR

POR

POR

PORPOR

POR

POR

MET

ERS

MET

ERS

MET

ERS

MET

ERS

DW

DW DW DW DW DW DW DW DW

DW DWDW

FB.

P/SP/SLIN LINP/SP/SLIN LINP/SP/SLIN LINP/SP/SLIN

DW DW

DW DW

DW DW

DW

DW DW DW DW

DW

LINP/SP/SLIN LINP/SP/SLIN LINP/SP/SLIN LINP/SP/SLIN

POR

UNIT 15,16,21,22 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.

86.5 433 310

25.7 77.1 50

UNIT 14,17,18,19,20,23 LIGHTING POWER TOTAL CLASS 01 =


WATTSTOTAL:


AREA: MAXIMUM:WATTS

TOTAL:81.5 408 310

24.2 72.6 50

UNIT 13 & 24 LIGHTING POWER DENSITYTOTAL CLASS 01 =


WATTSTOTAL:


AREA: MAXIMUM:WATTS

TOTAL:81.5 407.5 330

24.2 72.6 50



WATTSTOTAL:


AREA: MAXIMUM:WATTS

TOTAL:87.6 438 310

24.2 72.6 50

UNIT 2,5,6,7,8,11 LIGHTING POWER DENSITYTOTAL CLASS 01 =


WATTSTOTAL:


AREA: MAXIMUM:WATTS

TOTAL:90.1 450.5 310

24.2 72.6 50



WATTSTOTAL:


AREA: MAXIMUM:WATTS

TOTAL:90.3 451.5 300

25 75 50

TV

PH

V

ELECTRICAL PLAN

CHK

REV_


WOLLERT

DATE SCALE

AUG 2018 1:100@A1

PROJECT No.

5634

DRWN


DESIGNRevisions






E02

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





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.



WATTSTOTAL:


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.

86.5 433 310

25.7 77.1 50

UNIT 14,17,18,19,20,23 LIGHTING POWER TOTAL CLASS 01 =


WATTSTOTAL:


AREA: MAXIMUM:WATTS

TOTAL:81.5 408 310

24.2 72.6 50

DN

ROBE

DN

BED 1

BED 2ROBEBED 2

BED 1

ROBEROBE

U1 U2

ROBE

DN

BED 1

ROBE

U3

ROBE

DN

BED 1

ROBE

U4

ROBE

DN

BED 1RO

BE

U5

ROBE

DN

BED 1

ROBE

U6

ROBE

ENS

ENS

ENS

ENS

BED 2

ENS

ENS

BED 2

ENS

ENS

BED 2

ENS

ENS

BED 2

ENS

ENS DN

ROBE

DN

BED 2 ROBE

BED 2

BED 1

ROBE ROBE

U12U11

ROBE

DN

BED 1

ROBE

U10

ROBE

DN

BED 1

ROBE

U9

ROBE

DN

BED 1

ROBE

U8

ROBE

DN

ROBE

U7

ROBE

ENS

ENS

ENS

ENS

BED 2

ENS

ENS

BED 2

ENS

ENS

BED 2

ENS

ENS

BED 2

ENS

ENS

DN

ROBE

U13

BED 1BED 1

DN

BED 1

ROBE

U17DN

BED 1

ROBE

U18

ROBE

BED 2BED 2

ENS

ENS

ROBE

ENS

ROBE

ENS

DN

ROBE

U15DN

ROBE

U16

BED 2BED 2

ENS

ENS

ROBE

ENS

ROBE

ENS

BED 1

DN

ROBE

U14

BED 2

ENS

ENS

ROBEENS

ENS

DN

BED 2

BED 1

ROBE

U24

BED 1

DN

BED 1

ROBE

U20DN

BED 1

ROBE

U19RO

BE

ENS

ENS

ROBE

ENS

ROBE

ENS

DN

ROBE

U22DN

ROBE

U21

ENS

ENS

ROBE

ENS

ROBE

ENS

BED 1

DN

ROBE

U23

BED 2

ENS

ENS

ROBEENS

ENS

3

456789

10111213

14

151617

3

456789

10111213

14

15 16 17

3

456789

11

151617

3

456789

10111213

14

15 16 17

1213

14

3

456789

11

151617

3

456789

10111213

14

15 16 17

1213

14

3

456789

11

151617

3

456789

10111213

14

15 16 17

1213

14

3

456789

11

151617

3

456789

10111213

14

15 16 17

1213

14

3

456789

11

151617

3

456789

10111213

14

15 16 17

1213

14

3

456789

11

151617

3

456789

10111213

14

15 16 17

1213

14

21 12

3

456789

11

151617

3

456789

10111213

14

15 16 17

1213

14

21 12

3

456789

11

151617

3

456789

10111213

14

15 16 17

1213

14

21 12

3

456789

11

151617

3

456789

10111213

14

15 16 17

1213

14

21 12

3

456789

11

151617

3

456789

10111213

14

15 16 17

1213

14

21 12

3

456789

11

151617

3

456789

10111213

14

15 16 17

1213

14

21 12

POLY

POLY

POLY

POLY

BED 2

BED 1

POLY

BED 2

POLY

BED 2

POLY POLY

BED 2

POLY POLY POLY

POLY POLY POLY POLY POLY POLY POLY

POLY

POLY

POLY

POLY

BED 2

POLY

POLY

BED 1

POLY

POLY

POLY

POLY

POLY

POLY

POLY

POLY

POLY

POLY

POLY

POLY

POLY

POLY

POLY

POLY

POLY

POLY

POLY

POLY

BED 1

POLY

POLY

BED 1

POLY

POLY



WATTSTOTAL:


AREA: MAXIMUM:WATTS

TOTAL:81.5 407.5 330

24.2 72.6 50



WATTSTOTAL:


AREA: MAXIMUM:WATTS

TOTAL:87.6 438 310

24.2 72.6 50

UNIT 2,5,6,7,8,11 LIGHTING POWER DENSITYTOTAL CLASS 01 =


WATTSTOTAL:


AREA: MAXIMUM:WATTS

TOTAL:90.1 450.5 310

24.2 72.6 50



WATTSTOTAL:


AREA: MAXIMUM:WATTS

TOTAL:90.3 451.5 300

25 75 50

TV

PH

V

Documents

AREA SCHEDULE - victoriare.com.au · a.s 3740-2010 & bca part 3.8.1 waterproofing of wet areas in residential buildings a.s 3786-1993 - smoke alarms a.s 4100-1998 - steel structures