a01 - rw-media.s3.amazonaws.com · a.s 3740-2010 & bca part 3.8.1 waterproofing of wet areas in...

4-UNIT DEVELOPMENT145-147 UNION ST, BRUNSWICK

DATE SCALE

MAR 2016

PROJECT No.

5264

REV-C

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.

REV- 2016.03.15 ISSUE FOR TENDER, NOT FOR CONSTRUCTION

DRWN

M.N.

CHK

CM

REV- A 2016.05.19 ISSUE FOR BUILDING PERMIT

REV- B 2016.08.05 ISSUE FOR BUILDING PERMIT

REV- C 2016.11.07 ISSUE FOR BUILDING PERMIT

THE DESIGN OF THE PLANS REMAIN THE PROPERTY OF THE ORIGINAL ARCHITECTSSUBDIVISION VICTORIA. WORKING DRAWINGS COMPLETED BY PLANNING AND DESIGN.REFER TO TOWN PLANNING DRAWINGS FOR COPYRIGHT.

TITLE PAGE

1:100@A3

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 2016 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 THE BCA 2016 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

2016

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 2016

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 2016SMOKE 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.

DEVELOPMENT SUMMARY

SITE AREA = 788 SQMSITE COVERAGE = 467.2SQMPERMEABILITY = 113.2SQMDWELLING SIZES = 107.7SQM each

PERMIT POINTBUILDING

CONSULTANTSPTY LTD

BUILDINGPERMIT

ISSUED 21/11/2016NUMBER BS-U 39024-20161681/0

RELEVANT BUILDING SURVEYORAdnan Ramadan

BS-U 39024

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

/

T

T

T

T

T

T

T

T

T

T

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

EE

EE

//

//

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

////////

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

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

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

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

/

/ / / / /

41.8

41.8

41.6

41.4

41.4

41.2

41.2

41.2

41.2

40.8

40.8

40.6

40.4

41

41

41

40.8

SINGLE STOREY

BRICK HOUSE

No.145-147

IRON ROOF

BRICK

HOUSE

MIL

LW

AR

D S

TR

EE

T

CERTIFICATE OF TITLE

VOLUME 3398 FOLIO 527

LOT 1 ON TP 693456

ROAD

/ / / / / / / / /

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

MA

IL

EXISTING DELAPIDATEDSTEEL & TIMBER CLADDOUBLE GARAGE TOBE DEMOLISHED

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

/

2.7

m W

ALL H

IGH

2.7m WALL HIGH

EXISTING

1:200@A3


DATE SCALE

MAR 2016

PROJECT No.

5264

REV-C

RevisionsREV- 2016.03.15 ISSUE FOR TENDER, NOT FOR CONSTRUCTION

DRWN

M.N.

CHK

CM





A02SET-OUT PLAN

NORTH

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.BEAM TO ENGINEERS DESIGN & SPECIFICATIONBEAM.RETAINING WALL - REF ENG

KL. KLIP-LOK ROOFING AT 2° MIN PITCHTR. TILE ROOFING AT 22.5° PITCH

RAINWATER HEADRHLOH LIFT OFF HINGESHWS HOT WATER SERVICE

300w x 150d BOX GUTTERBG

400w x 150d VALLEY GUTTERVG

REFER TO ENDORSED TOWNPLANNING DOCUMENTATION FOR

LANDSCAPING AND PAVINGDETAILS.

ALL SETBACKS ARE TAKEN TOTITLE BOUNDARIES

4 X

BINS

STOR

AGE

240

LT1.1m HIGHTIMBER SLAT

2240

3780

6250 53558310

1.8m HIGH TIMBER FENCING

3000

U1FFL: 40.90

U2FFL: 40.90

U3FFL: 40.90

U4FFL: 40.90

FFL: 40.80

GARAGEFFL: 40.80

GARAGEFFL: 40.80

GARAGEFFL: 40.80

GARAGE

3275

1206

5

19850


CONSULTANTSPTY LTD

BUILDINGPERMIT



BS-U 39024

1:200@A3


DATE SCALE

MAR 2016

PROJECT No.

5264

REV-C


DRWN

M.N.

CHK

CM





A03SITE PLAN

TIMBER STUD FRAMING

3

TILE.

CP.


SMOKE ALARM

FLOOR WASTE

DOWN PIPE

FW

dpBRICKWORK


AJ.


100mm FOAM ON STUD






REFER TO ENDORSED TOWNPLANNING DOCUMENTATION FOR

LANDSCAPING AND PAVINGDETAILS.

ALL SETBACKS ARE TAKEN TOTITLE BOUNDARIES

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

/

T

T

T

T

T

T

T

T

T

T

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

EE

EE

//

//

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

////////

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

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

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

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

/

/ / / / /

41.8

41.8

41.6

41.4

41.4

41.2

41.2

41.2

41.2

40.8

40.8

40.6

40.4

41

41

41

40.8

SINGLE STOREY

BRICK HOUSE

No.145-147

IRON ROOF

BRICK

HOUSE

MIL

LW

AR

D S

TR

EE

T

CERTIFICATE OF TITLE

VOLUME 3398 FOLIO 527

LOT 1 ON TP 693456

ROAD

/ / / / / / / / /

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

MA

IL

EXISTING DELAPIDATEDSTEEL & TIMBER CLADDOUBLE GARAGE TOBE DEMOLISHED

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

/

2.7

m W

ALL H

IGH

2.7m WALL HIGH

EXISTING

4 X

BINS

STOR

AGE

240

LT1.1m HIGHTIMBER SLAT

2240

3780

6250 53558310

1.8m HIGH TIMBER FENCING

3000

U1 U2 U3 U4

3275

1206

5

19850

BALC.FFL: 43.60

BALC.FFL: 43.60

BALC.FFL: 43.60

BALC.FFL: 43.60

KL.

RH

300W

x 1

50D

MIN

. BOX

GUT

TER

300W x 150D MIN. BOX GUTTER 300W x 150D MIN. BOX GUTTER 300W x 150D MIN. BOX GUTTER 300W x 150D MIN. BOX GUTTER

RH RHRHRHFW FW FW FW

A/C

FW A/C

FW A/C

FW A/C

FW

NORTH

RW RW


CONSULTANTSPTY LTD

BUILDINGPERMIT



BS-U 39024

WM

GAS

FFL: 40.80

FFL:

40.

90

U4U3U2U1BED 1

CP.

820

530

530

L'DRY - TILE

6m3 STORAGE

700

700

700

ROBE

3/720.SLD

4.01

820

820

820ROBE

3/720.SLD

WM

GAS 3.01

820820

820

530

530

L'DRY - TILE

6m3 STORAGE

700

700

700

3.2W x 2.2H SECTIONALGARAGE DOOR

MONA LISABIKE RACK

GARAGECONC.

ROBE

3/720.SLD

WM

GAS 2.01

820

820

530

530

6m3 STORAGE

700

700

700

ROBE

3/720.SLD

WM

GAS

MAIL

1.01

820

WCTILE.

720.CSD

820

530

530

L'DRY - TILE

6m3 STORAGE

700

700

700

820

820




L'DRY - TILE

A08B

BED 1CP.

BED 1CP.

BED 1CP.

ENT.

820

820

820

WCTILE.

WCTILE.

WCTILE.MONA LISA

BIKE RACKMONA LISABIKE RACK

MONA LISABIKE RACK

FFL: 40.80

GARAGECONC.

FFL:

40.

90

ENT.

A08B

A08A

A08A

RH RHRHRHAJ. AJ. AJ. AJ. AJ. AJ. AJ. AJ.

MAIL

MAIL

MAIL

FB.FB.

FFL:

40.

90

ENT.FB.

FFL:

40.

90

ENT.FB.

HARDIESMART™ INTERTENANCY WALL

SYST

EM T

O AC

HIEV

E FR

L:60

/60/

60

FFL: 40.80

GARAGECONC.


SYST

EM T

O AC

HIEV

E FR

L:60

/60/

60

FFL: 40.80

GARAGECONC.


SYST

EM T

O AC

HIEV

E FR

L:60

/60/

60

3.4.5.6.

2.1.

7.

UP

3.4.5.6.

2.1.

7.8.9.

UP

3.4.5.6.

2.1.

7.8.9.

3.4.5.6.

2.1.

7.8.9.

UPUP

8.

AJ.

AJ.

AJ.

AJ.

AJ.

AJ.

720.CSD

720.CSD

720.CSD

dp dp dp dp

FW aboveFW aboveFW aboveFW above

dpdp dp dpFW above FW aboveFW aboveFW above

960

2045

9.10.

GROUND FLOOR PLAN

1:100@A3


DATE SCALE

MAR 2016

PROJECT No.

5264

REV-C

Revisions



DRWN

M.N.

CHK

CM





A04NORTH

TIMBER STUD FRAMING

3

TILE.

CP.


SMOKE ALARM

FLOOR WASTE

DOWN PIPE

FW

dpBRICKWORK


AJ.


100mm FOAM ON STUD






19850

240 4635 240 4695 240 4695 240 4635 240

240 3735 90 810 240 3795 90 810 240 3795 90 810 240 3735 90 810 240

240 3735 90 810 240 3795 90 810 240 3795 90 810 240 3735 90 810 240

240 2595 2280 2655 2280 2655 2280 2595 2280

240 2595 240 1800 240 2655 240 1800 240 2655 240 1800 240 2595 240 1800 240

240 2745 90 900 90 810 240 2805 90 900 90 810 240 2805 90 900 90 810 240 2745 90 900 90 810 240

1206

5

240

1015

9022

2090

1140

9030

0590

2545

1300

240

240

5495

9060

0024

0

1060

240

3835

9051

090

6000

240

240

1535

2310

9030

0590

1140

9022

2090

1015

240

240

5495

9060

0024

0

1060

240

3835

9051

090

6000

240

1206

5

1060

240

3835

9051

090

6000

240

240

5495

9060

0024

0

240

1015

9022

2090

1140

9030

0590

2310

1535

240

1060

240

3835

9051

090

6000

240

240

5495

9060

0024

0

240

1015

9022

2090

1140

9030

0590

2310

1535

240

ALL SMOKE ALARMS TO BEINTERCONNECTED AND HARDWIRED

BUILDER TO CONFIRM STAIRCASEDESIGN, LAYOUT AND CLEARANCES

ON SITE PRIOR TO ORDERING

BUILDER TO CONFIRM WINDOWS SIZEAND LOCATION ON SITE PRIOR TO

ORDERING

3275

3275

OVER

ALL

OVER

ALL

OVERALL

OVERALL

STAIRS STAIRS STAIRS STAIRSU1

STA

IRS

U2 S

TAIR

S

U4 S

TAIR

S

U3 S

TAIR

S

U1 G

ARAG

E

U2 G

ARAG

E

U4 G

ARAG

E

U3 G

ARAG

E

19850


CONSULTANTSPTY LTD

BUILDINGPERMIT



BS-U 39024

KIT/MEALS

BATH

A/C

FB.

TILE.

S/A

820

2/720.SLD

ROBE

800.CSD

4.02 4.03

4.04

REF

2/720.SLD

ROBE

820

800.CSD

U4KIT/MEALSFB.

A/C

3.043.05

A/C

2.042.05

BALC. A/C

1.041.05

DN

LINEN

2/520.SLD

LIVINGFB.

FFL: 43.70

REF

800.CSD

BATHTILE.

800.CSD 820

ROBE

2.02

BED 2CP.

S/A

820

2/720.SLD

ROBE

1.02

FW

3.02

VOID

3.032.031.03

U3U2U1

FW

REF

S/A

BED 2CP.

BED 2CP.

BED 2CP.

BATHTILE.

BATHTILE.

A08B

A08B

LINEN LINEN

REF

S/A

1920

600

1920

600

1920

600

1920

600

KIT/MEALSFB.

KIT/MEALSFB. 2/520.SLD 2/520.SLD

A08A

A08A

FFL: 43.60 FFL: 43.60 FFL: 43.60 FFL: 43.60

DN 16.15.14.13.12.11.10.9.8.

6.7.

5.4.3.

16.15.14.13.12.11.10.9.8.

6.7.

5.4.3.

DN 16.15.14.13.12.11.10.9.8.

6.7.

5.4.3.

2. 2. 2.

RHRHRHRH

FW FW

TILE.BALC.

TILE.BALC.

TILE.BALC.

TILE.

FW FW FW

TILE.TILE. TILE. TILE.

HARDIESMART™INTERTENANCY WALLSYSTEM TO ACHIEVEFRL:60/60/60


LIVINGFB.

FFL: 43.70


600 855 900 90600 915 900 90

LIVINGFB.

FFL: 43.70

600

LIVINGFB.

FFL: 43.70

600 915 900 90 795 900 9012.13.15.

3.

5.

14.

9.

7.

10.

8.

6.

4.

16.

2/720.SLD

11.

RAKE

D CE

ILIN

G

DN

FW

WAL

L ON

BOU

NDAR

Y TO

ACHI

EVE

FRL:

60/6

0/60

HARDIESMART™BOUNDARY WALLSYSTEM TO ACHIEVEFRL:60/60/60

1:100@A3


DATE SCALE

MAR 2016

PROJECT No.

5264

REV-C

Revisions



DRWN

M.N.

CHK

CM





A05NORTH

TIMBER STUD FRAMING

3

TILE.

CP.


SMOKE ALARM

FLOOR WASTE

DOWN PIPE

FW

dpBRICKWORK


AJ.


100mm FOAM ON STUD






FIRST FLOOR PLAN

19850

19850

1206

5

1206

5

240 4635 240 4695 240 4695 240 4635 240

240 3735 90 810 240 3795 90 810 240 3795 90 810 240 3735 90 810 240

240 4635 240 4695 240 4695 240 4635 240

240 3345 90 1200 240 3405 90 1200 240 3405 90 1200 240 3285 90 900 90265

240

240 1755 9051090 900 90 1200 240 1815 90510 900 1200 240 1815 9051090 900 90 1200 240 1695 9051090 900 90 900 90265

24090 90

240 2355 90 900 90 1200 240 2415 90 900 90 1200 240 2415 90 900 90 1200 240 2295 90 900 90 900 90265

240

240 3345 90 1200 240 3405 90 1200 240 3405 90 1200 240 3355

9017

1014

046

6090

5135

240

240

5135

9028

3014

017

109090

6575

9032

2024

014

017

10

240

3220

9051

0 9059

7514

017

1090

240

4535

9060

012

2534

3514

017

109090

1710

140

6575

9032

2024

0

240

3220

9051

0 9059

7514

017

1090

240

3220

9051

0 9059

7514

017

1090

240

3220

9065

7514

017

1090

240

4535

9060

012

1534

4514

017

1090

240

3220

9051

0 9059

7514

017

1090

240

3220

9065

7514

017

1090

240

4535

9060

034

3514

017

1090

935 1800 3165 1800 3165 1800 3165 1800 2225

935 90 1620 90 3165 90 1620 90 3165 90 1620 90 3165 90 1620 90 2225

1100

9010

10

1225 17

40

ALL SMOKE ALARMS TO BEINTERCONNECTED AND HARDWIRED

BUILDER TO CONFIRM STAIRCASEDESIGN, LAYOUT AND CLEARANCES

ON SITE PRIOR TO ORDERING

BUILDER TO CONFIRM WINDOWS SIZEAND LOCATION ON SITE PRIOR TO

ORDERING

3275

3275

OVER

ALL

OVER

ALL

OVERALL

OVERALL

STAIRS STAIRS STAIRS STAIRS

U1 S

TAIR

S

U2 S

TAIR

S

U3 S

TAIR

S

U4 S

TAIR

S

9010

10

90

1280 240STAIRS


CONSULTANTSPTY LTD

BUILDINGPERMIT



BS-U 39024

1:100@A3


DATE SCALE

MAR 2016

PROJECT No.

5264

REV-C

Revisions



DRWN

M.N.

CHK

CM





A06ELEVATIONS

CORRUGATED ROOFING - 'GALVANISED'RENDER - PORTERS 'MILK'STEEL FRAMING - 'GALVANISED'TIMBER SLATS - PORTERS 'TURKISH COFFEE'DOORS - COLOURBOND 'IRONSTONE'

ABCDE

A

B

D

CL

FL

CL

FFL 40.90

B

FFL 41.20

B

B

SECOND STOREY EAST WALLANGLED INWARD TO MINIMISEVISUAL BULK FROM ADJACENT EAST POS

2400

400

2700

800

6479

1700

3488 32

00

6206

2963

2892

2842

2892

EAST ELEVATIONSCALE 1:100

SOUTH ELEVATIONSCALE 1:100

GARAGE

2979 2786

NORTH ELEVATIONSCALE 1:100

GARAGE

SECOND STOREY EAST WALLANGLED INWARD TO MINIMISEVISUAL BULK FROM ADJACENTEAST POS

B

CL

FLCL

FFL 40.90

SOUTH ELEVATIONSCALE 1:100

2400

400

2700

6400

1700

1.031.02

A

2.032.02

A

3.033.02

A

4.034.02

A


COLOURBOND 'IRONSTONE'







T I T

L E

T I T

L E

108°

1800 1800

490

1800

1800

490

2100

2100

2100

2100

TIMBER SLATS INSTALLEDTO MANUFACTURES SPEC.- PORTERS 'TURKISH COFFEE'

GALVANISED STEEL FRAMINGFEATURE INSTALLED TOMANUFACTURES SPEC.

FFL: 41.20

NEW GARAGECONC.37

80

6280

375

3000

405

140 6000 140

PROPOSED GARAGESCALE 1:100

EXISTING DWELLING

3.0W

x 2

.2H

SECT

IONA

LGA

RAGE

DOO

R

3.0W

x 2

.2H

ROLL

ER D

OOR

RH

NGL


CONSULTANTSPTY LTD

BUILDINGPERMIT



BS-U 39024

1:100@A3


DATE SCALE

MAR 2016

PROJECT No.

5264

REV-C

Revisions



DRWN

M.N.

CHK

CM





A07ELEVATIONS

FL

FFL 40.90

B

DB

WEST ELEVATIONSCALE 1:100

TWO STOREY WEST BOUNDARYWALL TO FULLY ABUT ADJACENTTWO STOREY WALL

2400

400

2700

2842

2800

800

CL

CL

6075 63

49 1700

CORRUGATED ROOFING - 'GALVANISED'RENDER - PORTERS 'MILK'STEEL FRAMING - 'GALVANISED'TIMBER SLATS - PORTERS 'TURKISH COFFEE'DOORS - COLOURBOND 'IRONSTONE'

ABCDE

TWO STOREY WEST BOUNDARYWALL TO FULLY ABUT ADJACENTTWO STOREY WALL

CL

FL

CL

FFL 40.90

SECOND STOREY EAST WALLANGLED INWARD TO MINIMISEVISUAL BULK FROM ADJACENT

EAST POS

2400

400

2700

2620

1700

6121

NORTH ELEVATIONSCALE 1:100

OF O F

4.05 3.04

OF O F

3.05

OF O F

2.05

OF O F

1.052.04 1.04

4.01

A F

3.01

A F

2.01

A F

1.01

A F

T I T

L E

T I T

L E

108°

1160

155

755

300

1310

1310

300

300

1060

10601010

1010

2060

1310

300

240

240

1160

240

3025

3025

3025

2275

3375

4125

3025

3375

3025

NGL

300

250RW RW

SITE CUT

6200

800

TIMBER FRAMING SCHEDULE

MEMBER SIZE

BOTTOM PLATE

TOP PLATE

STUD - COMMON

STUDS - AT SIDES OFOPENINGS

90 x 45

90 x 70

90 x 35

90 x 35

90 x 45

90 x 70

90 x 90

90 x 70

90 x 90

90 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

600

600

600

600

-

-

F5

F5

2400

2700

3000

2400

2400

2700

3000

2400

600

600

450

1200

F5

F5

F5

F5

2400

2700

2700

3000

2400

2700

2700

3000

1800

900

1500

2700

F5

F5

F5

F17

LINTELS(REFER TRUSS DESIGN)

90 x 35

140 x 45

190 x 45

240 x 35

290 x 45

1200 - - F17

1600

2100

2400

3100

-

-

-

-

-

-

-

-

F17

F17

F17

F17

240 x 45 2600 - - F17

NOGGINGS 70 x 35 600 600 1350 F5

ROOF BATTENS 50 x 25 - 600 330 F8

BRACING 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 HARDWOODSTRESS GRADE F5 REFERS TO SEASONED RADIATA PINE

(UNLESS OTHERWISE NOTED BY ENGINEER)

NGL


CONSULTANTSPTY LTD

BUILDINGPERMIT



BS-U 39024

SECTIONS & DETAILS

1:100@A3


DATE SCALE

MAR 2016

PROJECT No.

5264

REV-C

Revisions



DRWN

M.N.

CHK

CM





A08

FL

FFL 40.90

SECTION A-ASCALE 1:100

2400

400

2700

800

CL

CL

1700

REFER TO ENGINEERS DRAWINGDESIGN AND SPECIFICATIONS.

WAFFLE SLAB AS PER ENGINEERS

AND COMPUTATIONS.

SOIL CLASSIFICATIONAS PER SOIL REPORT

FFL 40.80GARAGE

WC L'DRY STORAGEENT

BATH

2500

24002225

2700

ROBE

UNITEX 75mm FOAM CLADDING (CM20026)INSTALLED TO MANUFACTURERS SPEC'WITH SMOOTH RENDER FINISH

SELECTED KLIPLOK ROOFINGPITCHED AT 2° ON HW BATTENS.

IN ACCORDANCE WITH BCA 3.5.1.BOX GUTTER IN ACCORDANCEWITH AS.3500. ADJUST TOSUIT ON SITEFLOOR STRUCTURE TO ENGINEERS DESIGN

AND SPECIFICATION. REFER TO ENGINEERSDRAWING AND COMPUTATIONS.

10017

00

SELECTED FACE BRICKWORKAS PER AS.3700.

FLASH AND CAP IN ACCORDANCEWITH BCA 3.5.1.

1650 21

00

615 2390

CEILING HEIGHT GREATERTHAN 2.1m FOR MORETHAN 2/3rds OF WC

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

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

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)

TO PROPOSED STAIRCASEPROVIDE OPEN TREADS

EX-STRINGER250 X 50 F17

TREADS

250mm MIN

190mm MAXRISERS

TYPICAL STAIR DETAIL SCALE 1:20

1.04

T I T

L E

CL

FL

CL

FFL 40.90

2400

400

2700

SECTION B-BSCALE 1:100

T I T

L E

REFER TO ENGINEERS DRAWINGDESIGN AND SPECIFICATIONS.

WAFFLE SLAB AS PER ENGINEERS

AND COMPUTATIONS.


BED 1 2400 BED 1 2400 BED 1 2400 BED 1 2400

LIVING 2700 LIVING 2700 LIVING 2700 LIVING 2700

SELECTED KLIPLOK ROOFINGPITCHED AT 2° ON HW BATTENS.

IN ACCORDANCE WITH BCA 3.5.1.

SELECTED FACE BRICKWORKAS PER AS.3700.

FLOOR STRUCTURE TO ENGINEERS DESIGNAND SPECIFICATION. REFER TO ENGINEERS

DRAWING AND COMPUTATIONS.

FLASH AND CAP IN ACCORDANCEWITH BCA 3.5.1.

2375

HARDIESMART™BOUNDARY WALL

SYSTEM TO ACHIEVEFRL:60/60/60


CONSULTANTSPTY LTD

BUILDINGPERMIT



BS-U 39024

DETAILS

1:100@A3


DATE SCALE

MAR 2016

PROJECT No.

5264

REV-C

Revisions



DRWN

M.N.

CHK

CM





A09

MANUFACTURERS COMPUTATIONS TO BEPROVIDED PRIOR TO FRAME INSPECTION

ROOF BEAMS AS PER MANUFACTURERS DESIGN AND SPECIFICATIONS

BEAM AS PER ENGINEERSDESIGN & SPECIFICATIONS

WITH 10mm RENDERSELECTED LIGHTWEIGHT CLADDING

FLASH AND CAP AS REQUIRED

GRADEN BATTENS AT 2° PITCH

KLIP-LOK ROOFING AT2° PITCH MIN150x300 BOX GUTTERADJUST TO SUIT ON SITE

TYPICAL BOX GUTTER DETAILSSCALE 1:20

REFER TO THE RELEVANT/CURRENTJAMES HARDIE TECHNICAL LITERATUREFOR PRODUCT INSTALLATION ANDMAINTENANCE RECOMMENDATIONS.

DETAIL - 01SCALE 1:20

PROVIDE 10mm PLASTERBOARD TOCEILING AND WALLS WITH SELECTEDPAINT FINISH

PROVIDE CEILING INSULATION AS PER THEENDORSED THERMAL ASSESSMENT

MINERAL FIBRE NON-COMBUSTIBLEINFILL - NOMINAL DENSITY 60kg/m³

REFER TO ENGINEERS DRAWING

LAYOUT AS PER ENGINEERS DESIGNSUB-FLOOR CONSTRUCTION AND

AND COMPUTATIONS.

DESIGN AND SPECIFICATION.

REFER TO ENGINEERS DRAWINGDESIGN AND SPECIFICATIONS.WAFFLE SLAB AS PER ENGINEERS

AND COMPUTATIONS.


70mm CAVITY VOID

200

90MM TWIN TIMBER FRAME

6MM GAP SEALED WITH SUITABLEFIRE AND ACCOUSTICALLY RATEDSEALANT

HARDIEFIRE™ INSULATION



9MM VILLABOARD® LINING

9MM VILLABOARD® LINING

6MM GAP SEALED WITH SUITABLEFIRE AND ACOUSTICALLY RATEDSEALANT

45MM SACRIFICIAL TIMBERBLOCK TO MAINTAIN FRL

SKIRTING BOARD

STRUCTURAL FLOORING

ROOFING WITH SARKING INSTALLEDIN ACCORDANCE WITHMANUFACTURER

SELECTED KLIP-LOK ROOFING PITCHED AT 2°IN ACCORDANCE WITH BCA 3.5.1

TILE ADHESIVESHEET MEMBRANE

4

TILE GROUTING

WATERPROOFING DETAIL

RECOMMENDED 50mm MIN150 MAX. STEP DOWN

METAL OVERFLASHING

SHEET MEMBRANE TURN-UP

TILE MOVEMENT JOINTS

MORTAR BED MOVEMENT JOINTS

HARDIPANEL™ COMPRESSED MOVEMENT

REINFORCED MORTAR BED

SLIP SHEETNote: HardiPanel™

SCALE: 1:20

JOINT

WATERTANKING DETAILSCALE 1:20

CONCRETE FLOOR STRUCTURETO ENGINEER'S DESIGN

RETAINING WALLTO ENGINEER'S DESIGN

BACKFILL AND DRAINAGETO ENGINEER'S DESIGN

FC SHEET PROTECTIVE BOARDOVER WATERPROOF MEMBRANE

SELECTED POLYETHENEWATERPROOF MEMBRANE

SELECTED BRUSH-ONBITUMEN BASED WATERPROOFMEMBRANE

OVER BRUSH-ON WATERPROOFING

DPM

CONTINUOUS TO UNDER SLAB

A.G. DRAINTO ENGINEER'S DESIGN

400 A

PPRO

X.


CONSULTANTSPTY LTD

BUILDINGPERMIT



BS-U 39024

1:50@A3


DATE SCALE

MAR 2016

PROJECT No.

5264

REV-C


DRWN

M.N.

CHK

CM





A10WINDOW SCHEDULE

210024

00

HEAD

HEI

GHT

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.

CEILI

NG H

EIGH

T

1.01ALUMINIUM FRAMEDAWNING WINDOW

BED 1

A F

900

1200

300

2100

2700

HEAD

HEI

GHT

CEILI

NG H

EIGH

T

2100

600 1500

1.02ALUMINIUM FRAMEDSLIDING DOOR

BED 2

F O

A600

1500

600


BATH

100mm RESTRICTED

600 3765

OF O F


LIVING1.04ALUMINIUM FRAMEDFIXED WINDOW

STAIRS

F

2100

600

2100

600810

210024

00

HEAD

HEI

GHT

CEILI

NG H

EIGH

T


BED 1

A F

900

1200

300

2100

2700

HEAD

HEI

GHT

CEILI

NG H

EIGH

T

2100

600 1500


BED 2

F O

A600

1500

600


BATH

100mm RESTRICTED

600 3765

OF O F



STAIRS

F

2100

600

2100

600810

1720

1720

GRADE A SAFETY GLASS



CONSULTANTSPTY LTD

BUILDINGPERMIT



BS-U 39024

1:50@A3


DATE SCALE

MAR 2016

PROJECT No.

5264

REV-C


DRWN

M.N.

CHK

CM





A11WINDOW SCHEDULE

210024

00

HEAD

HEI

GHT

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.

CEILI

NG H

EIGH

T


BED 1

A F

900

1200

300

2100

2700

HEAD

HEI

GHT

CEILI

NG H

EIGH

T

2100

600 1500


BED 2

F O

A600

1500

600


BATH

100mm RESTRICTED

600 3765

OF O F



STAIRS

F

2100

600

2100

600810

210024

00

HEAD

HEI

GHT

CEILI

NG H

EIGH

T


BED 1

A F

900

1200

300

2100

2700

HEAD

HEI

GHT

CEILI

NG H

EIGH

T

2100

600 1500


BED 2

F O

A600

1500

600


BATH

100mm RESTRICTED

600 3765

OF O F


LIVING

2100

600

1720

1720




CONSULTANTSPTY LTD

BUILDINGPERMIT



BS-U 39024

a01 - rw-media.s3.amazonaws.com · a.s 3740-2010 & bca part 3.8.1 waterproofing of wet areas in...

Documents