CONSTRUCTION ISSUE WD-01B

PROPOSED SINGLE STOREY DWELLING @LOT 739 PEAR PARADE, FRASER RISE

NOOR SABAH

Project

Sheet No.

Date.

Scale.

Title

Client:

Orientation.

MAY. 2021

* DO NOT SCALE THIS DRAWING.* FIGURED DIMENSIONS TO TAKE PRECEDENCEOVER SCALE. BUILDERS & CONTRACTORS TOVERIFY ALL DIMENSIONS ON SITE PRIOR TOCOMMENCEMENT OF WORKS.

NOTE:SITE & FLOOR LEVELS TO BE CONFIRMED ON SITEBY BUILDER PRIOR TO COMMENCEMENT OF ANYWORKS IF ANY DISCREPANCIES ARE FOUNDCONTACT OFFICE IMMEDIATELY

CONSTRUCTION ISSUEBD_210613

Dwg. No.

REV. No.REVISIONS

PRELIMINARY ISSUE26.07.2021 A

GREENZONE BUILDING DESIGN & THERMAL ASSESSMENT PTY.LTD

ARCHITECTURE DEVELOPMENT BUILDING & PLANNING PERMITS ENERGY RATING SECTION J BUSHFIRE REPORTS RESIDENTIAL COMMERCIAL INDUSTRIAL

E: [email protected] W: WWW.GREENZONE.NET.AU 143 MILITARY ROAD, AVONDALE HEIGHTS VIC 3034 P: 03 9331 0038 M: 0411 325 179

BBUILDING PERMIT ISSUE02.10.2021 B WD-01

GENERAL NOTES

1:100 @ A3

· GENERAL NOTES (CLASS 1A AND 10B)

· ARCHITECTURAL

· THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE ARCHITECTURAL SPECIFICATION AS WELL AS ALL

OTHER CONSULTANTS' DRAWINGS AND SPECIFICATIONS AND WITH ANY OTHER WRITTEN INSTRUCTIONS AS ISSUED

DURING THE COURSE OF THE BUILDING CONTRACT. ANY DISCREPANCY IN THESE DOCUMENTS MUST BE REFERRED

TO THE PROJECT ARCHITECT FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK.

· DO NOT SCALE DRAWINGS. USE WRITTEN DIMENSIONS ONLY.

· AMENDMENTS TO DRAWINGS AND ANY WRITTEN INSTRUCTIONS OR PROJECT NOTES SHALL TAKE PREFERENCE

OVER THE SPECIFICATION.

· SET OF BUILDING PERMIT DOCUMENTATION TO BE KEPT ON SITE FOR REFERENCE AT ALL TIMES.

· BUILDER'S DRAWING SET ON SITE TO BE UPDATED AND MAINTAINED WITH THE LATEST REVISIONS AS SOON AS THE

DOCUMENTS FOR THE REVISIONS ARE ISSUED. THESE ARE AVAILABLE FOR ANY INSPECTIONS UNDERTAKEN.

· ALL WORK TO BE IN ACCORDANCE WITH LOCAL COUNCIL BY LAWS AND CURRENT NATIONAL CONSTRUCTION CODE

(BCA) AND LATEST AUSTRALIAN STANDARDS AND CODES WHERE APPLICABLE.

· ALL OVERALL SET OUT DIMENSIONS AND LEVELS SHALL BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS AND

VERIFIED ON SITE PRIOR TO THE COMMENCEMENT OF ANY BUILDING WORKS. THIS SHALL INVOLVE CHECKING FROM

ALL BOUNDARIES AND ANY DISCREPANCY MUST BE REFERRED TO THE PROJECT ARCHITECT.

· ALL LEVELS AND PLAN DIMENSIONS TO BE VERIFIED BY BUILDER ON SITE. ALL SERVICES TO BE VERIFIED BY

BUILDER ON SITE. ANY DISCREPANCIES FOUND ON THE DRAWINGS ARE TO BE CLARIFIED WITH THE ARCHITECT

BEFORE PROCEEDING WITH ANY WORK.

· NO DIMENSIONS SHALL BE SCALED FROM THE DRAWINGS WITHOUT CONFIRMATION WITH THE PROJECT ARCHITECT

AND ALL DIMENSIONS MUST BE REFERRED TO THE PROJECT ARCHITECT.

· ALL LEVELS SHOWN ON THE DRAWINGS SHOULD INDICATE WHETHER TAKEN FROM FINISHED FLOOR OR

STRUCTURAL SURFACES, BUT GENERALLY ARE FROM FINISHED FLOOR. IF NOT STATED THESE SHOULD BE

CONFIRMED WITH THE PROJECT ARCHITECT.

· REFER TO ENGINEERING DOCUMENTATION FOR ALL STRUCTURAL DETAILS.

· INTERNAL CEILING HEIGHTS AS SPECIFIED ON DRAWINGS.

· NO PORTION OF THIS BUILDING IS TO PROJECT BEYOND ANY OF THE TITLE BOUNDARIES.

· SET DOWN IN FLOOR LEVELS (REDUCED LEVELS) RL: FLOOR LEVELS SHOWN ARE FINISHED REDUCED FLOOR

LEVELS.

· SET DOWN IN FLOOR LEVELS (FINISHED FLOOR LEVELS) FFL: FLOOR LEVELS SHOWN ARE FINISHED FLOOR LEVELS.

· THESE PLANS SHALL BE READ IN CONJUNCTION WITH ANY STRUCTURAL OR CIVIL ENGINEERING COMPUTATIONS

AND DRAWINGS.

· THESE PLANS SHALL BE READ IN CONJUNCTION ENERGY RATING ASSESSMENT FOR PROJECT BUILDER TO ENSURE

ALL REQUIREMENTS.

· ALL FINAL COLOUR SELECTION TO BE CONFIRMED WITH DESIGNER PRIOR TO CONSTRUCTION.

· LOCATION OF BULKHEADS, CONDENSOR UNITS, DUCTWORK, GRILLS TO BE APPROVED BY DESIGNER.

· BUILDING NOTES

· BEFORE CONSTRUCTION COMMENCES, A CONSTRUCTION MANAGEMENT PLAN MUST BE PREPARED BY THE BUILDER

AND APPROVED TO THE SATISFACTION OF THE RESPONSIBLE AUTHORITY IF REQUIRED.

· BUILDING(S) AND SITE TO BE LEFT CLEAN AND READY FOR OCCUPATION UPON COMPLETION OF ALL SITE WORKS.

· THE MAIN CONTRACTOR AND ALL SUB CONTRACTORS SHALL COMPLY WITH ALL APPLICABLE HEALTH AND SAFETY

CODES OF PRACTICE, GUIDANCE NOTES, AUSTRALIAN STANDARDS AND OTHER RELEVANT DOCUMENTATION.

· ALL EXCAVATION, TRENCHES FOR FOOTINGS, SEWERAGE, DRAINAGE ETC., TO BE CARRIED OUT IN ACCORDANCE

WITH CONTROLLING AUTHORITY'S REQUIREMENTS.

· ALL FITTINGS AND FIXTURES TO BE INSTALLED IN-ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND

INSTRUCTIONS.

· DESIGN OF RETAINING WALLS TO BE TO THE SATISFACTION OF ENGINEER AND OR IN ACCORDANCE WITH

MANUFACTURER'S REQUIREMENTS IN THE CASE OF A PROPRIETARY SYSTEM BEING USED.

· BUILDER TO ALLOW FOR SELECTED AIR CONDITIONING SYSTEM.

· ALL NEW GLAZING TO COMPLY WITH WITH AS1288-2006 AND AS2047-2014.

· SHOWER SCREENS AND GLAZING ADJACENT TO BATHS TO BE SAFETY GLASS.

· DESIGN AND CONSTRUCTION OF TIMBER FRAMING IN ACCORDANCE WITH AS 1684.2, 3 & 4 - 2010.

· ALL ROOMS THAT DO NOT HAVE NATURAL VENTILATION TO HAVE MECHANICAL VENTILATION IN ACCORDANCE

WITH AS1668.2-2012.

· MECHANICAL EXHAUSTS (25L/S) ARE REQUIRED IN THE SANITARY FACILITY ROOMS DISCHARGING DIRECTLY INTO

THE ROOF SPACE OR TO THE OUTSIDE VIA A DUCT OR ALTERNATIVE PIPING SYSTEM.

· EXHAUST AIR OUTLETS NOT TO BE LOCATED CLOSER THAN 6M TO FRESH AIR INLETS.

· MECHANICAL VENTILATION SYSTEM TO COMPLY WITH AS1668.2-2012 AND AS/NZS3666.1-2011.

· MINIMUM 2400MM CEILING HEIGHT TO ALL NEW PORTIONS OF CEILING.

· THE DOOR TO A FULLY ENCLOSED SANITARY COMPARTMENT MUST COMPLY WITH THE FOLLOWING IF THERE IS NOT

A CLEAR SPACE OF AT LEAST 1.2M BETWEEN CLOSET PAN AND NEAREST PART OF DOORWAY:

· OPEN OUTWARDS OR

· SLIDE OR

· BE READILY REMOVABLE FROM THE OUTSIDE OF THE SANITARY COMPARTMENT.

· ALL EXPOSED STEEL TO BE HOT DIPPED GALVANIZED.

· PROVIDE WATERPROOF MEMBRANE TANKING TO WET AREA FLOORS AND TILED SHOWER BASES AS REQUIRED. TO

BCA 3.8.1.1 AND AS 3740 - 2010

· INSULATION AS PER ENERGY RATING REPORT.

· TERMITE PROTECTION TO BE PROVIDED IN ACCORDANCE WITH AS 3660.1 - 2014.

· THE BUILDER IS TO ENGAGE THE SITE ENGINEER TO CHECK THE STABILITY OF THE EXISTING WALLS DURING

DEMOLITION.

· SHEET ROOF CLADDING TO BE DESIGNED AND INSTALLED IN ACCORDANCE WITH AS1562.1-1992.

· BUILDER TO RECTIFY ANY DAMAGE DURING CONSTRUCTION TO FOOTPATH, KERBS OR ROADS ETC TO THE

APPROVAL OF LOCAL AUTHORITIES. REDUNDANT CROSSOVERS TO BE REMOVED AND MATCHING KERB AND

CHANNEL, FOOTPATH, ETC TO BE REINSTATED TO APPROVAL OF COUNCIL.

· BRICK WORK/BLOCK WORK

· VERTICAL ARTICULATION JOINTS SHALL BE PROVIDED IN STRAIGHT, CONTINUOUS WALLS (HAVING NO OPENING) AT

NOT MORE THAN 6M CENTRES AND LOCATED NO CLOSER THAN THE HEIGHT OF THE WALL AWAY FROM THE

CORNERS. WHERE THE OPENINGS ARE MORE THAN 900 X 900 MM OCCUR. THEN THE ARTICULATION JOINTS ARE TO

BE REDUCED TO 5M CENTRES AND POSITIONED IN LINE WITH AT LEAST ONE EDGE OF THE OPENING. FURTHER MORE

THE ARTICULATION JOINTS SHOULD BE PROVIDED AT OR NEAR CHANGES IN FOUNDATION SOIL, AT DEEP REBATES

FOR PIPES, WHERE WALLS CHANGE IN THICKNESS AND BETWEEN NEW AND OLD BRICKWORK.

· PROVIDE CORRESPONDING CONTROL JOINTS IN RENDER FINISHES AND TO RECOMMENDATION OF MANUFACTURER.

DO NOT RENDER OVER CONTROL JOINTS. CONTROL JOINTS LOCATION REFERS TO GROUND FLOOR PLAN.

· FINISH TO JOINTS TO BE AS PER PROJECT SPECIFICATION TO SATISFACTION OF DESIGNER.

· WEEP HOLES MUST BE CREATED IN THE COURSE IMMEDIATELY ABOVE ANY DPC OR FLASHING AT CENTRES NOT

EXCEEDING 1.2M EXCEPT WHERE THE HEAD OR SILL OPENING IS LESS THAN 1.0M.

· INSTALL DPC, WALL TIES, REINFORCEMENT, FLASHING TO AS 3700.

· THE HEIGHT OF A DPC, OR FLASHING SERVING AS A DPC MUST NOT BE LESS THAN-

(· 150MM ABOVE THE ADJACENT GROUND LEVEL; OR

(· 75MM ABOVE THE FINISHED SURFACE LEVEL OF ADJACENT PAVED, CONCRETED LANDSCAPED AREAS THAT

SLOPE AWAY FROM THE WALL.

· CONCRETE NOTES

· ALL CONCRETE SLABS TO COMPLY WITH AS2870 - 2011 RESIDENTIAL SLABS & FOOTINGS REQUIREMENTS.

· CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF FC 25 MPA UNLESS OTHERWISE

NOMINATED STRUCTURAL ENGINEER.

· THESE PLANS SHALL BE READ IN CONJUNCTION WITH THE SOIL REPORT. FOOTINGS TO BE FOUNDED AT THE

MINIMUM DEPTHS INDICATED IN THE SOIL REPORT, AND ENGINEER'S DRAWINGS. ADVISE DESIGNER IMMEDIATELY IF

CONFLICT EXISTS BETWEEN ARCHITECTURAL SPECIFICATIONS, RECOMMENDATIONS OF SOIL REPORT AND

ENGINEERS DRAWINGS.

· FOOTINGS ARE NOT TO ENCROACH OVER TITLE BOUNDARIES AND EASEMENT LINES. IT IS RECOMMENDED THAT

WHERE BUILDINGS ARE BUILT WITHIN CLOSE PROXIMITY OF TITLE BOUNDARIES A SURVEY BE CARRIED OUT BY A

LICENSED LAND SURVEYOR TO RE-ESTABLISH THE TITLE BOUNDARIES. ALL WORKS IN CLOSE PROXIMITY TO TITLE

BOUNDARY LINES TO BE CARRIED OUT IN ACCORDANCE WITH PROTECTION WORKS NOTICES TO THE SATISFACTION

OF THE RESPONSIBLE BUILDING SURVEYOR.

· CONCRETE AND STEEL PLACEMENT TO COMPLY WITH ENGINEER'S DESIGN AND COMPUTATIONS.

· TOP SOIL AND VEGETATION UNDER CONCRETE SLABS TO BE REMOVED.

· FOR POLISHED CONCRETE AREAS FLOOR AREAS ALLOWS FOR ADDITIONAL OF 50MM SCREED OVER STRUCTURAL

FLOOR LEVEL. ALL GARAGES TO HAVE SCREED FALL TOWARDS STRIP DRAIN OUTSIDE GARAGE DOOR. BUILDER TO

PROVIDE STRIP DRAIN OUTSIDE GARAGE DOORS.

· FOR WET AREA, PROVIDE 50MM SET DOWN FOR FALLS TO FLOOR WASTES WHERE NOMINATED. WET AREA INCLUDES

BATHROOMS, POWDER ROOM, LAUNDRY ROOM, ENSUITE. PROVIDE 1:60 MIN FALLS TO TILED SHOWER RECESSES.

· SLAB ON GROUND - FINISHED SLAB HEIGHTS.

· HEIGHT OF SLAB ON GROUND ABOVE EXTERNAL FINISHED SURFACES MUST BE NOT LESS THAN:

(· 100 MM ABOVE THE FINISHED GROUND LEVEL; OR

(· 50MM ABOVE IMPERMEABLE (PAVED OR CONCRETED AREAS) THAT SLOPES AWAY FROM THE BUILDING; OR

(· 150 MM IN ANY OTHER CASE.

· CLAUSE 5.6.3 (AS2870-2011) - DRAINAGE REQUIREMENTS FOR MODERATELY, HIGHLY & EXTREMELY REACTIVE SITES).

THE BASE OF TRENCHES SHALL BE SLOPED AWAY FROM THE BUILDING. TRENCHES SHALL BE BACKFILLED WITH

CLAY IN THE TOP 300MM WITHIN 1.5M OF THE BUILDING.

· WHERE PIPES PASS UNDER THE FOOTING SYSTEM, THE TRENCH SHALL BE BACKFILLED FULL DEPTH WITH CLAY OR

CONCRETE TO RESTRICT THE INGRESS OF WATER BENEATH THE FOOTING SYSTEM. WHERE PIPES PASS UNDER

THE FOOTING SYSTEM, THE TRENCH SHALL BE BACK FILLED FULL DEPTH WITH CLAY TO ACT AS A BARRIER TO THE

INGRESS OF WATER BENEATH THE FOOLING SYSTEM. ALTERNATIVELY, A PLASTIC MEMBRANE ACROSS THE CROSS

-SECTION OF THE TRENCH, TAPED TO THE PIPE AND KEYED INTO THE SIDE AND BASE OF THE TRENCH MAY BE USED.

· SUBSURFACE DRAINS TO REMOVE GROUNDWATER SHALL NOT BE USED WITHIN 1.5M OF THE BUILDING UNLESS

DESIGNED IN ACCORDANCE WITH ENGINEERING PRINCIPLES.

· DAMP PROOFING AND FLASHING:

· BRICK VENEER- PROVIDE DAMP-PROOF COURSE IN CAVITY WALL CONSTRUCTION BUILT ON CONCRETE SLAB. IN THE

BOTTOM COURSE OF OUTER LEAF, CONTINUOUS HORIZONTALLY ACROSS THE CAVITY AND UP THE INNER FACE

BEDDED IN MORTAR, TURNED 30MM INTO THE INNER LEAF ONE COURSE ABOVE, OR, IN MASONRY VENEER

CONSTRUCTION, FASTENED TO THE INNER FRAME 75MM ABOVE FLOOR LEVEL.

· PROVIDE A MINIMUM 150MM FREEBOARD LEVEL TO THE CONCRETE SLAB.

· ALL EXTERNAL WALLS TO BE LINED WITH ONE LAYER SARKING/ WATERPROOF MEMBRANE AND INSULATION BATTS

BETWEEN STUDS.

· PLUMBING AND DRAINAGE

· SEWER OR SEPTIC SYSTEM SHALL BE IN ACCORDANCE WITH THE RELEVANT AUTHORITY'S REQUIREMENTS.

· STORM WATER DRAINAGE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AS/NZS3500.3 - 2003.

· ROOF PLUMBER IS RESPONSIBLE FOR DESIGN, CONSTRUCTION AND CERTIFICATION OF ROOF DRAINAGE.

· HOT & COLD WATER SUPPLY PIPE WORK TO BE CONCEALED. HOT WATER PIPE WORK TO BE THERMALLY LAGGED.

· STORMWATER DRAINS TO BE TAKEN TO LAWFUL POINT OF DISCHARGE AS DIRECTED BY LOCAL COUNCIL.

· STORMWATER DRAINS TO BE IN ACCORDANCE WITH CIVIL ENGINEER'S DRAWINGS.

· ALL NEW STORMWATER DOWNPIPES ARE TO BE A MINIMUM 90 MM DIAMETER AND CONNECTED TO THE EXISTING

STORMWATER DRAINAGE SYSTEM, OR TO NEW HEAVY DUTY PVC 100MM STORM WATER PIPE WITH A MINIMUM 1:100

FALL AND MUST BE SPACED AT ENTRIES NOT EXCEEDING 12 METRES.

· PROVIDE THERMAL LINING BOARD (EG MILLBOARD) BEHIND GAS COOK TOPS WHERE SPLASHBACK ARE TO BE

INSTALLED AND COOK TOP BURNERS ARE WITHIN 200MM OF SPLASHBACK.

· SURFACE WATER DRAINAGE.

· THE EXTERNAL FINISHED SURFACE SURROUNDING THE SLAB MUST BE GRADED TO GIVE A SLOPE OF NOT LESS

THAN

(· 25 MM OVER THE FIRST 1 M FROM THE BUILDING FOR SURFACES THAT ARE REASONABLY IMPERMEABLE

OR

(· 50 MM OVER THE FIRST 1 M FROM THE BUILDING.

· STAIRS AND STEPS

· STAIRS TO COMPLY WITH FOLLOWING:

· RISERS TO HAVE A MAXIMUM HEIGHT OF 190 MM AND MINIMUM 115 MM.

· GOINGS TO HAVE A MAXIMUM TREAD WIDTH OF 355 MM AND MINIMUM 250 / 240MM.

· THE NOMINAL DIMENSION OF GOINGS AND RISERS OF A STAIR MUST BE CONSTANT THROUGHOUT EACH STAIR

FLIGHT.

· THE RATIO OF TWICE THE RISER HEIGHT PLUS THE TREAD WIDTH IS TO BE BETWEEN 550MM AND 700MM.

· BALUSTRADE HEIGHT TO BE MINIMUM 1M (OR 865 ABOVE THE LINE OF STAIR NOSINGS) TO ALL STAIRS AND

LANDINGS.

· FOR FLOORS MORE THAN 4M ABOVE THE GROUND, ANY HORIZONTAL ELEMENTS WITHIN THE BALUSTRADE OR

OTHER BARRIER BETWEEN 150MM AND 760MM ABOVE THE FLOOR MUST NOT FACILITATE CLIMBING.

· BALUSTRADE AND RISER OPENINGS TO BE LESS THAN 125MM.

· MINIMUM CLEAR HEIGHT OF STAIRS TO BE 2000MM FOR A MINIMUM CLEAR WIDTH OF 1000MM.

· HANDRAILS MUST BE LOCATED ALONG AT LEAST ONE SIDE OF THE STAIRS AND FIXED NOT LESS THAN 865MM

ABOVE THE NOSINGS OF THE STAIR TREADS AND FLOOR SURFACE OF THE LANDING OR THE LIKE.

· ALL TREADS, LANDINGS AND THE LIKE TO HAVE A SLIP-RESISTANCE CLASSIFICATION OF P3 OR R10 FOR DRY

SURFACE CONDITIONS AND P3 OR R11 FOR WET SURFACE CONDITIONS, OR A NOSING STRIP WITH A SLIP

RESISTANCE CLASSIFICATION OF P3 FOR DRY SURFACE CONDITIONS AND P4 FOR WET SURFACE CONDITIONS.

· NON SLIP FINISHES TO BE PROVIDED TO ALL STEPS, RAMPS AND LANDINGS IN ACCORDANCE WITH AS4586-2013.

· STEEL NOTES

· STRUCTURAL STEEL TO COMPLY WITH ENGINEER'S DESIGN AND COMPUTATIONS.

· STEEL LINTELS IN EXTERNAL WALLS AND ALL EXPOSED STRUCTURAL STEEL TO BE HOT DIPPED GALVANISED.

· A FIRE RATING LEVEL (FRL) OF 60/60/60 IS REQUIRED TO ALL LOAD BEARING PARTY WALL BETWEEN UNITS IN

ACCORDANCE WITH ENGINEER'S DRAWINGS.

· MINIMUM CORROSION PROTECTION FOR BUILT IN STRUCTURAL STEEL FOR A MEDIUM ENVIRONMENT

· BLAST TO GRADE 2.5/100 ΜM ZINC SILICATE TYPE 3 OR 6.

· HOT DIP GALVANISING - 600 G/M².

· HOT DIP GALVANISING - 300 G/M²/75ΜM EPOXY PHOSPHATE PRIMER//125 ΜM EPOXY MIO.

· MINIMUM PROTECTION FOR WALL TIES FOR AREAS 100 M OR MORE BUT LESS THAN 1 KM FROM SALT WATER NOT

SUBJECT TO BREAKING SURF:

· SHEET STEEL TIES GALVANISED AFTER MANUFACTURE - 470 G/M² OR EACH SIDE.

· GALVANISED WIRE TIES - 470 G/M² COATING MASS.

· MINIMUM CORROSION PROTECTION FOR STRUCTURAL STEEL MEMBERS NOT BUILT INTO A MASONRY WALL FOR A

MODERATE ENVIRONMENT:

· ANY EXPOSED STRUCTURAL STEELWORK IS TO BE HOT DIP GALVANISED E.G. LINTELS, WALL TIES ... WITHIN 1KM

OF

THE COASTLINE.

· TILING

· PROVIDE FLEXIBLE WATERPROOF CONTINUOUS SEAL BETWEEN FIXTURES, JOINERY AND TILE WORK FITTINGS,

PIPE WORK ETC.

· COLOUR TO MATCH GROUT.

· PROVIDE MATCHING SILICONE SEAL BETWEEN FLOOR AND WALL TILES.

· SILICONE COLOURS TO MATCH GROUT. REFER UNCERTAIN COLOUR MATCHES TO DESIGNER FOR RESOLUTION.

· PROVIDE WATER BAR AT ALL BATHROOMS, ENSUITE AND LAUNDRY DOORS AND UPTURN MEMBRANE BEFORE

LAYING SCREED AND TILES.

· PROVIDE FALLS IN FLOOR WITHIN WET AREAS WHERE FLOOR WASTES (FW) ARE INDICATED TO THE SATISFACTION

OF BUILDING SURVEYOR. PROVIDE ALUMINIUM ANGLE WATER BAR CHANGES OF FLOOR FINISHES IN WET AREAS.

TURN UP WATERPROOF MEMBRANE AT WATER BAR BEFORE LAYING SCREED TILE FINISH.

· PROVIDE WATERPROOF SEAL IN MATCHING COLOUR BETWEEN TILES AND FLOOR FINISHES OUTSIDE BATHROOM.

· FOR WET AREAS PROVIDE FLOOR WASTES WHERE NOMINATED. PROVIDE 1:60 MIN FALLS TO WASTES IN GRADED

SHOWER WITH TILED BASE.

· ALL BALCONIES (IF ANY) AND EXTERNAL PAVED AREA TO HAVE A MINIMUM FALL OF 1:100 AWAY FROM DOORS.

· TILE SET OUT:

· AS FAR AS POSSIBLE, SET OUT WORK SO THAT NO TILE LESS THAN HALF SIZE OCCURS.

· ALIGN JOINTS IN FLOOR TILE AT RIGHT ANGLES TO EACH OTHER AND STRAIGHT WITH WALLS TO CONFORM TO

PATTERNS SELECTED.

· GENERALLY SET OUT WALL TILES TO CENTRE LINE OF WALLS IF USING SAME WALL AND FLOOR TIE SIZE OR

GAUGE, SET OUT FLOOR TILES TO RUN IN SAME LINE AS WALL TILES.

· SEAL WITH SILICONE SEALANT TO MATCH GROUT COLOUR TO ALL TILE JUNCTIONS SUCH AS WALL/FLOOR

JUNCTIONS AND JUNCTIONS OF SPLASHBACKS, AND BENCH TOPS ETC.

· SET OUT TO USE ONLY WHOLE TILES WHERE PRACTICAL OR TO GIVE EQUAL MARGINS OF CUT TILE, HALF TILES OR

LARGER.

· WINDOWS AND GLAZING

· REFER TO WINDOW SCHEDULE FOR WINDOW TYPES & SIZES.

· ALL WINDOWS ARE VIEWED EXTERNALLY.

· REFER ELEVATIONS & PLANS FOR SITUATIONS WHERE WINDOW ELEVATIONS ARE MIRRORED.

· CONFIRM ALL DIMENSIONS ON SITE AND NOTIFY THE DESIGNER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO

FABRICATION AND INSTALLATION.

· ALL GLAZING TO EXTERNAL WINDOWS, EXTERNAL SLIDING DOORS TO BE IN ACCORDANCE WITH AS2047-2014 AND ALL OTHER

GLAZED ASSEMBLIES ARE TO BE IN ACCORDANCE WITH AS1288-2006.

· ALL FULL GLAZED DOORS, SIDELIGHTS, INCLUDING ANY GLAZING CAPABLE OF BEING MISTAKEN FOR A DOORWAY OR OPENING,

SHALL BE CLEARLY MARKED FOR THEIR FULL WIDTH A SOLID NON TRANSPARENT CONTRASTING LINE. THE CONTRASTING LINE

SHALL BE NOT LESS THAN 75MM WIDE AND SHALL EXTEND ACROSS THE FULL WIDTH OF THE GLAZING PANEL. THE LOWER

EDGE OF THE STRIP SHALL BE LOCATED 900MM FROM THE FINISHED FLOOR LEVEL. ANY CONTRASTING LINE ON THE GLAZING

SHALL PROVIDE A MINIMUM OF 30% LUMINANCE CONTRAST WHEN VIEWED AGAINST THE FLOOR SURFACE OR SURFACE

WITHIN 2M OF THE GLAZING ON THE OPPOSITE SIDE.

· ALL FRAMED GLAZING WHERE THE LOWEST SIGHT LINE OF THE GLAZING PANEL IS LESS THAN 500MM FROM THE HIGHEST

ABUTTING FFL MUST BE GRADE A SAFETY GLASS OR ORDINARY ANNEALED GLASS NOT LESS THAN 5MM NOMINAL THICKNESS

PROVIDED THAT THE AREA OF THE GLAZING PANEL IS NOT MORE THAN 1.2M².

· MANUFACTURED OBSCURE GLASS IS TO BE USED WHERE OBSCURE GLAZING IS SHOWN ON DRAWINGS: GLASS TYPE

OBSCURE WHITE GLASS, FLOAT GLASS WITH WHITE OBSCURE INTER LAYER, NO PATTERN. IF REQUESTED, SAMPLE TO BE

PROVIDED TO BUILDING SURVEYOR FOR APPROVAL.

· PROVIDE 125MM MAX OPENING LIMIT TO ALL BEDROOM WINDOWS WITH OVER 2.0M VERTICAL FALL TO OUTSIDE GROUND

SURFACE.

· ALL WINDOWS AND EXTERNAL DOORS TO BE SELECTED POWDERCOAT FINISH ALUMINIUM FRAMES UNLESS OTHERWISE

NOTED.

· ALL WINDOWS GLAZING TO BE IMPROVED ALUMINIUM FRAMES WITH CLEAR GLASS UNLESS NOTED OTHERWISE.

· WINDOW/DOOR SUITES, HARDWARE AND MECHANISMS TO BE INSTALLED ON ACCORDANCE TO MANUFACTURER'S

INSTRUCTIONS AND RECOMMENDATIONS.

· PROVIDE AND INSTALL ALL NECESSARY FLASHING, TRIM, REVEALS AND STILL TRAYS TO MAKE SUITE WEATHERPROOF AND

FINISH TO MATCH ALUMINIUM GLAZING.

· ALLOW FOR ALL HEAD/SILL TRAY FLASHINGS AND COLUMN COVER PLATES ARE REQUIRED. FINISH TO MATCH ALUMINIUM

GLAZED SUITES.

· CHECK ALL NUMBERING AND QUANTITIES AGAINST PLANS AND ELEVATIONS AND NOTIFY THE DESIGNER OF ANY

DISCREPANCIES.

· CHECK ALL SILL LEVELS AGAINST FLOOR LEVELS.

· GLASS SIZES ARE SUGGESTED THICKNESS ONLY. MANUFACTURER TO CONFIRM SIZES ARE IN ACCORDANCE WITH CODE

REQUIREMENTS AND AS1288-2006 PRIOR TO FABRICATION.

· GLAZED SUITES: AS PER PROJECT SPECIFICATION.

· REFER TO PLANS FOR LOCATION AND SWING OF ALL DOORS.

· SUPPLY AND INSTALL EXTERNAL ALUMINIUM DOORS THAT APPEAR IN WINDOW SCHEDULE.

· IF ANY, FIRE RATED DOORS & SMOKE DOORS, FRAMES, CLOSERS, SEALS AND HARDWARE TO SATISFY AUSTRALIAN

STANDARDS AND BCA 2016 REQUIREMENTS.

· WINDOW DIMENSIONS GIVEN REFER TO OPENING DIMENSIONS, FRAME AND GLAZING SIZES TO BE CONFIRMED ON SITE AND

ADJUSTED ACCORDINGLY. DOOR DIMENSIONS AS LABELLED.

· FULL HEIGHT GLAZING THAT COULD BE MISTAKEN AS AN UNOBSTRUCTED OPENING TO BE MARKED WITH AN OPAQUE BAND

NOT LESS THAN 20 MM IN WIDTH AND LOCATED SO THAT THE UPPER EDGE IS NOT LESS THAN 700MM ABOVE THE FLOOR AND

THE LOWER EDGE IS NOT MORE THAN 1.2 M ABOVE THE FLOOR.

· DOOR HARDWARE TO BE NOMINATED BY THE DESIGNER. CLIENT TO CONFIRM.

· TYPICALLY PROVIDE DOOR STOPS AND BUFFERS TO THE APPROVAL OF THE DESIGNER.

· ALL DOOR HANDLES TO BE INSTALLED 1100MM AFL GENERALLY UNLESS OTHERWISE NOTED.

· WATER PROOFING

· WET AREAS ARE TO BE IMPERVIOUS TO WATER I.E. WALL SURFACES AND SUBSTRATES: OF SHOWER ENCLOSURES, OR IF

UNENCLOSED, WITHIN 1.5M HORIZONTALLY FROM THE FIXTURE AND TO A HEIGHT OF 1.8M ABOVE THE FLOOR; AND BEHIND

ANY BATH, BASIN, SINK ETC IF WITHIN 75MM OF A WALL TO A HEIGHT OF 150MM ABOVE THE FIXTURE.

· INSTALL WATER PROOF MEMBRANE STRICTLY IN ACCORDANCE WITH WRITTEN INSTRUCTIONS OF MANUFACTURER. EXECUTE

SEALS AROUND PENETRATIONS, UP-STANDS, ETC. AS INSTRUCTED BY THE MANUFACTURER.

· WET AREAS TO BE IMPERVIOUS TO WATER IN ACCORDANCE WITH AS3740-2010. FLOOR COVERING FOR BATHROOMS, WC AND

LAUNDRY NEEDS TO BE WATER RESISTANT IN ACCORDANCE WITH AS3740-2010.

· IN WET AREAS USE VILLABOARD ONLY OR EQUIVALENT APPROVED TO ALL WET AREA WALL LINING.

· WATERPROOFING MEMBRANES FOR EXTERNAL ABOVE GROUND USE MUST COMPLY WITH AS4654 .1 & 2 - 2012.

· BRICK VENEER- PROVIDE DAMP-PROOF COURSE IN CAVITY WALL CONSTRUCTION BUILT ON CONCRETE SLAB. IN THE BOTTOM

COURSE OF OUTER LEAF, CONTINUOUS HORIZONTALLY ACROSS THE CAVITY AND UP THE INNER FACE BEDDED IN MORTAR,

TURNED 30MM INTO THE INNER LEAF ONE COURSE ABOVE, OR, IN MASONRY VENEER CONSTRUCTION, FASTENED TO THE

INNER FRAME 75MM ABOVE FLOOR LEVEL.

· BALCONIES ARE TO BE STEPPED DOWN FROM THE INTERNAL FINISHED FLOOR LEVEL AND WATERPROOFED USING A TESTED

SYSTEM AND AS PER THE MANUFACTURER'S REQUIREMENTS, TO PREVENT ANY WATER FROM PENETRATING INTO THE

DWELLING. BALCONIES NEED TO BE WATERPROOFED IN ACCORDANCE TO AS4654.1 & 2 -2012.

· THE GROUND BENEATH SUSPENDED FLOORS MUST BE GRADED SO THAT THE AREA BENEATH THE BUILDING IS ABOVE THE

ADJACENT EXTERNAL FINISHED GROUND LEVEL AND SURFACE WATER IS PREVENTED FROM PONDING OR ENTERING UNDER

THE BUILDING.

· BUILDING SEALING:

· THE CHIMNEY OR FLUE OF AN OPEN SOLID-FUEL; BURNING APPLIANCE MUST BE PROVIDED WITH A DAMPER OR FLAP

THAT CAN BE CLOSED TO SEAL THE CHIMNEY OR FLUE;

· A ROOF LIGHT MUST BE SEALED OR CAPABLE OF BEING SEALED, WHEN SERVING A HABITABLE ROOM;

· WINDOWS AND DOORS SERVING A HABITABLE ROOM WINDOW MUST BE FITTED TO EACH EDGE A SEAL TO PREVENT AIR

INFILTRATION;

· EXHAUST FANS SERVING A HABITABLE ROOM MUST BE FITTED WITH A SEALING DEVICE SUCH AS A SELF-CLOSING

DAMPER, FILTER OF THE LIKE;

· ALL ROOF LIGHTS TO HABITABLE ROOM WINDOWS TO BE SEALED OR CAPABLE OF BEING SEALED.

· REFLECTIVE INSULATION INSTALLATION TO COMPLY -

· NECESSARY AIRSPACE TO ACHIEVE REQUIRED R-VALUE, AND

· CLOSELY FITTED AGAINST ANY PENETRATION, DOOR OR WINDOW OPENING, AND

· ADEQUATELY SUPPORTED BY FRAMING MEMBERS, AND

· EACH ADJOINING SHEET OF ROLL MEMBRANE BEING -

· OVERLAPPED NOT LESS THAN 50MM, OR

· TAPED TOGETHER.

To achieve minimum Energy RatingScheme the dwelling will beincorporated with:RAINWATER TANK

EXIS

TING

SEW

ER P

IPE

T

S

PIP

E

PE

GP

EG

PE

G

PE

GP

EG

LOT 740

VACANT

AS OF 25.09.2021

LOT 738

VACANT

AS OF 25.09.2021

LO

T 7

24

VA

CA

NT

AS

O

F2

5.0

9.2

02

1

LO

T 7

23

VA

CA

NT

AS

O

F 2

5.0

9.2

02

1

12.50170°17'30"

28.00260°17'30"

12.50350°17'30"

28.0080°17'30"

100.4

1

0

0

.2

100.0

1

0

0

.

5

0

1

0

0

.

5

2

1

0

0

.

4

5

1

0

0

.

4

9

1

0

0

.

3

7

1

0

0

.

2

8

1

0

0

.

0

1

9

9

.

9

2

1

0

0

.

1

6

1

0

0

.

3

5

1

0

0

.

4

3

1

0

0

.

4

1

1

0

0

.

3

9

1

0

0

.

3

4

1

0

0

.

2

2

1

0

0

.

3

3

1

0

0

.

3

0

1

0

0

.

0

4

9

9

.

8

2

EA

SE

ME

NT

2

.0 m

PE

AR

P

AR

AD

E

TB

M: T

OP

O

F

EL

EC

TR

IC

IT

Y P

IT

RL

1

00

.0

0m

E

HD

EA

SE

ME

NT

2

.0

m

3025

5840

11

50

GARAGE

PORCH

ALFRESCO

2000

LT R

.W.T

.

12

00

4530

5000

GATE

1000

FENCE SETBACK

LOT 739PROPOSED RESIDENCE

COLORBOND ROOF@ 22.5° PITCH TYPICAL

EXPOSED AGGREGATE CONCRETE

500mmLANDSCAPE STRIP

GARAGE SETBACK

HOUSE SETBACK

PORCH SETBACK

SIDE

S

ETBA

CK

SIDE

S

ETBA

CK

REAR SETBACK

RL:100.500

RL:100.400

RL:100.400

RL:100.400

FOOTPATH

NOTATION CONFIRMING CONNECTION TO ALL SANITARY FLUSHING SYSTEM REGARDING 2000-LITRE RAIN WATER

SIDE TIMBER PALING FENCE,CAPPED AND LAPPED WITH125x125mm POST AT A MINIMUM 1.8M HEIGHTPROVIDE TIMBER SLEEPERS AS REQUIRED

NOTE : THE BUILDER MUST COMPLETE ALL FIBRE CABLE ENTRY WORK IN ACCORDANCE WITH OPTICOMM GUIDELINES.

NOTE : ANY TELEVISION ANTENNA MUST BE LOCATED WITHIN THE HOUSE ROOF.

NOTE : DRIVEWAY WIDTH MUST MATCH CROSSOVER WIDTH AT THE TITLE BOUNDARY.

THE WATER TANK MUST BE CONNECTED

TO DOWNPIPES, WITH COLLECTED WATER

TO BE RE-USED FOR GARDEN IRRIGATION

AND TOILET FLUSHING.

TANK.

THE TANK IS PART OF THE BUILD

TIMBER PALING FENCE DETAILS

RESIDENCEGARAGE

AREA SCHEDULE158.71m²36.22m²

17.13sq.3.88sq.

PORCH 05.04m² 0.53sq.

TOTAL 210.00m² 22.60sq.

ALFRESCO 10.03m² 1.06sq.

SITE ANALYSIS

TOTAL COVERED 60.00%SITE COVERAGE 210.00m²/22.60sqSITE AREA 350.00m²

GARDEN AREA : 132.00m² 33.00%PERMEABILITY : 33.00 %

LAWN

LAWN

RETURN TIMBER PALING FENCE,CAPPED EXPOSED POSTS WITH 125x125mm POST AT A MINIMUM 1.8M HEIGHT

NOTE:ANY ADDITIONS, FIXTURES, EQUIPMENT, SHEDS, OUTBUILDINGSOR PERGOLAS MUST BE LOCATED TO THE REAR OF HOUSE OUTOF SIGHT FROM THE STREET OR ANY PUBLIC RESERVE.

MUST CAPTURE RUNOFF FROM AMINIMUM OF 100M2 OF ROOF AREA ANDBE PLUMBED FOR A MINIMUM OF TOILETFLUSHING AND IRRIGATION USES'

SIDE TIMBER PALING FENCE,CAPPED , EXPOSED POSTS 125x125mm POST AT A MINIMUM 1.8M HEIGHTPROVIDE TIMBER SLEEPERS AS REQUIRED

SIDE TIMBER PALING FENCE,CAPPED , EXPOSED POSTS 125x125mm POST AT A MINIMUM 1.8M HEIGHTPROVIDE TIMBER SLEEPERS AS REQUIRED

REAR

TIM

BER

PALI

NG F

ENCE

,CAP

PED

, EXP

OSED

POS

TS

125x

125m

m P

OST

AT

A M

INIM

UM 1

.8M

HEI

GHT

PROV

IDE

TIM

BER

SLEE

PERS

AS

REQU

IRED

THE DOOR TO A FULLY ENCLOSED

SANITARY COMPARTMENT MUST OPEN

OUTWARDS; OR SLIDE; OR BE READILY

REMOVABLE FROM OUTSIDE THE

COMPARTMENT, UNLESS THERE IS A

CLEAR SPACE OF AT LEAST 1.2M BETWEEN

THE CLOSET PAN AND THE DOORWAY.

ALL STORMWATER DRAINS TO CONNECT

TO LEGAL POINT OF DISCHARGE AS

DIRECTED BY LOCAL AUTHORITY.

WEEP HOLES MUST BE CREATED IN THE

COURSE IMMEDIATELY ABOVE ANY DPC OR

FLASHING AT CENTRES NOT EXCEEDING

1.2M EXCEPT WHERE THE HEAD OR SILL

OPENING IS LESS THAN 1.0M.

ARCHITECTURAL DRWGS TO BE

READ IN CONJUNCTION WITH ALL

ASSOCIATED DOCUMENTS &

RELEVANT WORKS INVOLVED.

ARCHITECTURAL DRWGS TO BE

READ IN CONJUNCTION WITH ALL

ASSOCIATED DOCUMENTS &

RELEVANT WORKS INVOLVED.

ALL NEW WINDOWS AND DOORS TO

COMPLY WITH PART 3.6.4.6 BCA. SPECIFY

THE FOLLOWING REQUIREMENTS ON THE

ARCHITECTURAL DRAWINGS:

a. GLASS TO COMPLY WITH AS1288

-2006.

b. IF THE PRESENCE OF GLAZING IN A

DOOR, SIDE PANEL OR PANEL CAPABLE OF

BEING MISTAKEN FOR A DOORWAY OR

OPENING, THE GLASS MUST BE MARKED

TO MAKE IT READILY VISIBLE IN THE FORM

OF AN OPAQUE BAND NOT LESS THAN 20

MM IN HEIGHT LOCATED SO THAT-

(i) THE UPPER EDGE IS NOT LESS THAN

700 MM ABOVE THE FLOOR; AND

(ii) THE LOWER EDGE IS NOT MORE

THAN 1.2 M ABOVE THE FLOOR.

PROVIDE DEMOUNTABLE HINGES ON

WC PROVIDE A 10mm GAP TO WC

DOORS WHERE THERE IS NO

NATURAL VENTILATION

BRICK ARTICULATIONS JOINTS AS

PER AS2870 & AS4773

PROVIDE WATERPROOFING TO WALLS

& FLOORS TO WET AREA AS PER

AS3740

ALL GRADES TO SHOWER WASTE POINTS. ,

THE BATHROOM FLOOR IS REQUIRED TO

BE GRADED TO THE FLOOR WASTE, WITH

GRADE BETWEEN 1:60-1:80, WHERE

LOCATED WITHIN 1500MM OF THE SHOWER

ROSE.

REFER TO ENGINEERS DESIGN DRAWINGS

FOR ALL BEAMS, LINTELS, REINFORCING,

POSTS, COLUMNS, CONCRETE SLABS &

FOOTINGS

BUILDER TO VERIFY ALL DIMENSIONS ON

SITE PRIOR TO THE COMMENCEMENT OF

CONSTRUCTION. ANY DISCREPANCIES TO

BE REPORTED TO THE BUILDING DESIGNER

PRIOR TO SET-OUT FOR RECTIFICATION.

DOWNPIPES MUST NOT BE LOCATED MORE

THAN 12 M APART IN ACCORDANCE WITH

PART 3.5.2.5 OF THE BCA 2019.

DAMP PROOF COURSE. THE HEIGHT OF A

DPC, OR FLASHING SERVING AS A DPC

MUST NOT BE LESS THAN-

(i) 150MM ABOVE THE ADJACENT

GROUND LEVEL; OR

(ii) 75MM ABOVE THE FINISHED

SURFACE LEVEL OF ADJACENT PAVED,

CONCRETED LANDSCAPED AREAS THAT

SLOPE AWAY FROM THE WALL.

ALL WET AREAS ARE TO BE WATER

PROOFED IN ACCORDANCE WITH

AS3740-2010.

ALL GLAZING TO COMPLY WITH

AS1128-2006 & AS2047-2014

PROVIDE GRADE A SAFETY GLAZING FOR

ALL BATHROOMS

NOTE:

BUILDER TO PROVIDE PROVIDE

SUFLOOR VENTS AS PER NCC PART

3.4.1

SITE LEVELS AS WELL AS FIXED FLOOR

LEVELS ARE TO BE CONFIRMED

BUILDER TO VERIFY ALL LEVELS ON SITE

INCLUDING ANY SITE CUT-FILL IF

REQUIRED AND NOTIFY THE BUILDING

DESIGNER PRIOR TO THE

COMMENCEMENT ON ANY BUILDING

WORKS.

Rain water tank and hot watersystem not visible from street

AC unit located belowridge line and at rear of roof


AC unit located belowridge line and at rear of roof


RAMP UP

3000

EVES RETURN


NOOR SABAH

Project

Sheet No.

Date.

Scale.

Title

Client:

Orientation.

MAY. 2021




Dwg. No.

REV. No.REVISIONS






SITE PLAN

1:150 @ A3

LETTER BOX

DASHED LINE

POS 25.7M2 BY

MINIMUM 3M DEPTH

POS AREA CALCULATION :

74.4m2 %21.22POS AREA WITH MINIMUM 3M SET BACK 25.7 M2

1450

925

225

1345


20445

470 15960 4015

470240

3400 90 1600 90 10300 240 4015

470240

3400 90 2200 90 2200 7500 90 3925 240

1910 240 4340 9700 90 3925 240

20445470

840 6480 12655240

6000

90

2900

90

1800

90

130090

3000

90

3205

240

240

6000

90

2900

90

1800

90

130090

3000

90

1000

90

2115

240

240

6000

90

1810

90

6650

90

3925

240

1910

240

4340 4250

90

840

90

3500

90

840

90

3925

240

4015

1135

0

4070

1300

5980

240

3570

9016

2090

5500

240

240

2140

9016

0090

1360

9055

0024

0

240

3920

1360

9055

0024

0

240

3920

1360

500

9051

032

0024

0

1135

0

2480

240

3900

9016

1090

1500

240

2480

7670

1200

240

4790

90

410

9010

00

90

3200

240

240

4790

500

9010

00

90

1500

9016

10

240

240

4790

90

410

9010

00

90

3200

240

240

5280

1100

9032

0024

0

5890

900

4520

470

2480

OVERALL

OVERALL L'DRY KITCHEN & FAMILY ALFRESCO

MASTER BED

ALFRESCO

PASSAGE

FAMILY / MEALSKITCHENP'TRY

ENTRY

LOUNGE

PORCH

OVERALL

PORCH

GARAGE BED 3 BATH WIR/ PDR BED 2 ENS'

WIR

MASTER BEDHALLWAYROBE/ BAR

ENTRYPORCH PASSAGE LINEN TV UNIT LINEN

OVER

ALL

GARA

GE

BED

3

HALL

WAY

ROBE

BAR

PASS

AGE

FAM

ILY

/ MEA

LS

PORC

H

PIER

PIER

KITC

HEN

L'DRY

P'TR

Y

LOUN

GE

ENTR

Y

ENTR

Y

OVER

ALL

ENS'

WIR

MAS

TER

BED

ALFR

ESCO

FAM

ILY

/ MEA

LSLI

NEN

HALL

WAY

BED

2

WIR

PDR

BATH

TV U

NIT

AJ

HARD WIRED SMOKE ALARMS TOBE IN ACCORDANCE WITH A.S.3786

EXHAUST FANS TO BE DUCTED TOOUTSIDE AIR

METERBOX

LEGEND

HOT WATER SYSTEM

AND TO BE INTERCONNECTED.

PROVIDE VERTICAL ARTICULATIONJOINTS TO BRICKWORK @ 5000mmMAXIMUM INTERVALS

DG DOUBLE GLAZEDWINDOWS TO HAB. ROOMS

LINE

N

90

ALL SMOKE ALARMS MUST BE INTERCONNECTED AS PERCLAUSE 3.7.2.2. OF THE N.C.C.

A.S.1288-2006 AND A.S.2047.ALL GLAZING TO BE IN ACCORDANCE WITH

ALL W.C. DOORS WITH A CLEARANCELESS THAN 1200mm FROM THE PANTO BE READILY REMOVABLE, SLIDINGOR HINGED OUTWARDS INACCORDANCE WITH PART 3.8.3.3 OFTHE B.C.A. 2019 VOL. 2.

GARAGE EAVE FACING WITHIN 450MMFROM BOUNDARY TO BE PROTECTEDWITH FRL 60/60/60 CONSTRUCTION.PROVIDE A 1/16MM FYRECHECK TO THESIDE FACE BOARD AND UNDERSIDE OFTHE EAVES.

PROVIDE PLIABLE BUILDING MEMBRANE TO

COMPLY WITH AS4200.1 AND TO BE

INSTALLED TO AS4200.2 IN ACCORDANCE

WITH CLAUSE 3.8.7.2 OF THE NCC 2019.

PROVIDE TILES FLOORING TO ALL WET AREA

EXHAUST FAN FLOW RATES MUST BE NOTED AS PER

CLAUSE 3.8.7.3 OF NCC 2019:

A) BATHROOM OR SANITARY COMPARTMENT -25L/S

B) KITCHEN OR LAUNDRY - 40L/S

RESIDENCEGARAGE


17.13sq.3.88sq.

PORCH 05.04m² 0.53sq.

TOTAL 210.00m² 22.60sq.


2.1M

SLID

ING

DOOR

UNI

T

820

820

1200

820

820

820

820 CSD

820

CSD 82

0

820 CSD 820D.

01

D.02

W.0

1/A

W.0

6W

.05

D.04

D.06

D.03 W.02 W.03 W.04

D.05

W.10 W.09 W.08 W.07

W.01/B

470 8401310

NOTE: ALL INTERNAL DOORSTO BE 2340MM HIGH

AJ

AJ

AJ

AJAJ

AJ

AJ

AJ

AJAJ

A

A

RL:100.500

RL:100.400

RL:100.400

RL:100.400

AJAJ

AJ

AJ

AJ

WM

REF.

KITC

HEN

OHC

BENC

H 24

00 x

1000

SLIDING DOOR UNIT

MASTER BED TV

UNI

T

GARAGE

4800

mm

WID

E x 2

400m

m H

IGH

TIM

BER

LOOK

GARA

GE D

OOR

WIT

H RE

MOT

E CO

NTRO

L UN

IT.

PORCH

L'DRY

P'TRYLOUNGE

SHW

'R 1

.2M

ROBE

BATH

1500 FREE STANDING TUB

BED 3 BED 2

PDR

ENS'

SHW

'R 1

.5M

WIR

LINEN TV UNIT LINEN

BARHALLWAY

ALFRESCO

FAMILY & MEALS

ENTRY 3.0m HEIGHT CEILING

WIR 2000

LT R

.W.T

.

2.7m HEIGHT CEILING step100mm

step100mm step

100mm

step

step100mm


NOOR SABAH

Project

Sheet No.

Date.

Scale.

Title

Client:

Orientation.

MAY. 2021




Dwg. No.

REV. No.REVISIONS






GROUND FLOOR PLAN

1:100 @ A3

NOTE: BUILDER TO PROVIDE GAS AND WATER POINT TO ALFRESCO

TIMBER POST

DP DP DP DP

DP

DP

DPDP

DP

DP

SKY LIGHT SKY LIGHT

NOTE: BUILDER TO PROVIDE GAS AND WATER

POINT TO ALFRESCO


T

S

PIP

E

PE

GP

EG

PE

G

PE

GP

EG

LO

T 7

38

VA

CA

NT

AS

O

F 2

2.0

6.2

1

LO

T 7

24

VA

CA

NT

AS

O

F 2

2.0

6.2

1

LO

T 7

23

VA

CA

NT

AS

O

F 2

2.0

6.2

1

12

.5

0

17

0°1

7'3

0"

28.00

260°17'30"

12

.5

0

35

0°1

7'3

0"

28.00

80°17'30"

100.4

1

0

0

.2

100.0

1

0

0

.

5

0

1

0

0

.

5

2

1

0

0

.

4

5

1

0

0

.

4

9

1

0

0

.

3

7

1

0

0

.

2

8

1

0

0

.

0

1

9

9

.

9

2

1

0

0

.

1

6

1

0

0

.

3

5

1

0

0

.

4

3

1

0

0

.

4

1

1

0

0

.

3

9

1

0

0

.

3

4

1

0

0

.

2

2

1

0

0

.

3

3

1

0

0

.

3

0

1

0

0

.

0

4

9

9

.

8

2

EA

SE

ME

NT

2

.0

m

LO

T 7

39

35

0 m

²

TB

M: T

OP

O

F

EL

EC

TR

IC

IT

Y P

IT

RL

1

00

.0

0m

E

EA

SE

ME

NT

2

.5

m

HD


COLORBOND ROOF@ 22.5° PITCH TYPICAL

3000

LT R

.W.T

.

EVAP.

LOCATION

PROVIDE ROOF VENT

WHIRLYBIRD


NOOR SABAH

Project

Sheet No.

Date.

Scale.

Title

Client:

Orientation.

MAY. 2021




Dwg. No.

REV. No.REVISIONS






ROOF PLAN

1:100 @ A3

DP DP DP DP

DP

DP

DPDP

DP

DP

ALL DOWN PIPES TO BE

CONNECTED TO LPOD ,

SKY LIGHT SKY LIGHT

1200

800


2850

SPOUTING TO SIT ONEXTERNAL GARAGE WALL

GARA

GE

Site

bou

ndar

y

2700

DWEL

LING

2400

Site

bou

ndar

y

WEST ELEVATION SCALE 1:100

TILE FINISH TO PORCH PIERS

4800Wx2400H SECTIONALGARAGE DOOR (REMOTE CONTROLLED)

RENDER FINISH TO BRICKWORK

COLORBOND FASCIA/GUTTER& DOWNPIPES THROUGHOUT

HORIZONTALLY ALIGNED TIMBERSLATS TO PORCH SECTION AS SHOWN.

COLORBOND ROOF@ 22.5° PITCH

TIMBER ENTRY DOOR

2700

DWEL

LING

2400

@ 22.5° PITCH.COLORBOND ROOF

HORIZONTALLY ALIGNED TIMBERSLATS TO HIGHER SECTION AS SHOWN.

FACE BRICKWORKHOLES BELOW FLOOR LEVELCAVITY FLASHING AND WEEP

@ EVERY 4TH PERPEND.

ALL GLAZING WITHIN 500mm OFF FLOOR LEVEL ISTO BE A MINIMUM OF 5mm IN THICKNESS SAFETYGLASS IN ACCORDANCE WITH A.S.1288-2006,

FEATURE TILED FINISH TOBRICK PIER (PORCH)

SOUTH ELEVATION SCALE 1:100

24002700

resi

denc

e

wind

ow h

ead

heig

ht

RENDER FINISH TOALFRESCO PIER


FACE BRICKWORK

COLORBOND FASCIA/GUTTER& DOWNPIPES THROUGHOUT@ 22.5° PITCH.

COLORBOND ROOF

HOLES BELOW FLOOR LEVELCAVITY FLASHING AND WEEP


EAST ELEVATIONSCALE 1:100

2400 27

00re

side

nce

wind

ow h

ead

heig

ht

@ 22.5° PITCH.COLORBOND ROOF

STACKER DOOR UNIT SLIDING DOOR UNITHOLES BELOW FLOOR LEVELCAVITY FLASHING AND WEEP



HORIZONTALLY ALIGNED TIMBERSLATS TO HIGHER SECTION AS SHOWN.

ALL WINDOWS & DOORS @ 2400mmHEAD HEIGHT UNLESS OTHERWISE NOTED


NORTH ELEVATION

100.34

100.22

100.33

100.30

100.04

99.82

100.01

100.28

100.37

100.49

100.45

100.52

100.20

100.28

R

E

S

C

O

D

E

S

E

T

B

A

C

K

R

E

S

C

O

D

E

S

E

T

B

A

C

K

100.52

100.34

100.50

100.39

R

E

S

C

O

D

E

S

E

T

B

A

C

K

Site

bou

ndar

y

R

E

S

C

O

D

E

S

E

T

B

A

C

K


ALL WINDOWS & DOORS @ 2400mmHEAD HEIGHT UNLESS OTHERWISE NOTED

EVAP.

LOCATION

D.01W.01/A

W.06 W.05 D.04D.06

D.03

W.02

W.03W.04D.05

W.10 W.09 W.08 W.07

W.01/A

Site

bou

ndar

y

SCALE 1:100


NOOR SABAH

Project

Sheet No.

Date.

Scale.

Title

Client:

Orientation.

MAY. 2021




Dwg. No.

REV. No.REVISIONS






ELEVATIONS

1:100 @ A3

100.500

3310

4749

3355

100.500

2952

5044

2800

100.500

4334 51

68

300035

67

5000

3030

2960

2978

AVG

.

100.500

3577

5000

EVAP.

LOCATION

EVAP.

LOCATION

GARAGE EAVE FACING WITHIN 450MM FROMBOUNDARY TO BE PROTECTED WITH FRL60/60/60 CONSTRUCTION.PROVIDE A 1/16MM FYRECHECK TO THE SIDEFACE BOARD AND UNDERSIDE OF THE EAVES.

UNDER ROOF COLORBOND SHEETING

SKY LIGHT SKY LIGHT


SECTION A-A

REFER TO ENERGY RATING REPORT FORCEILING INSULATION REQUIREMENTS.

ROOF TRUSSES @900mm MAXIMUM CTRS.AS PER MANUFACTURER'S SPECIFICATIONS.

REFER TO ENERGY RATING REPORT FORWALL INSULATION REQUIREMENTS.

2700

Resi

denc

e

@ 22.5° PITCH

OVER 1 METRE.FROM PERIMETER FOOTINGS 1:25EXTERNAL SURFACE TO GRADE AWAY

COLORBOND ROOF

FAMILY & MEALS HALL

OVER 1 METRE.FROM PERIMETER FOOTINGS 1:25EXTERNAL SURFACE TO GRADE AWAY REFER TO ENGINEER'S DESIGN AND

SPECIFICATIONS FOR CONCRETEWAFFLE SLAB DETAILS

BATH

LINE

N

MASONRY


NOOR SABAH

Project

Sheet No.

Date.

Scale.

Title

Client:

Orientation.

MAY. 2021




Dwg. No.

REV. No.REVISIONS






SECTIONAL DETAILS

1:100 @ A3

SCALE 1:100

GENERAL FRAMING MEMBERS (U.N.O.)

STUDSUPPER STOREYS: 90x35 MGP10 @ 450 MAX. CTRS.

NOTCHED 20mm FOR BRACING(MAX. HEIGHT 2700mm)90x45 MGP10 @ 450 MAX. CTRS.(HEIGHT 2700mm-3000mm)

LOWER STOREYS: 90x35 MGP10 @ 450 MAX. CTRS.NOTCHED 20mm FOR BRACING(MAX. HEIGHT 2700mm)90x45 MGP10 @ 450 MAX. CTRS.(HEIGHT 2700mm-3000mm)90x45 F17 KD HW @ 450 MAX. CTRS.(MAX. HEIGHT 3700mm)

DOUBLE STUDS: 2/90x45 MGP10 STUDS

FIX END STUD WALL TO MASONRY WALLS WITH M10DYNABOLT AT TOP, BOTTOM AND 1500 MAX. CTRS. (TYP.)

WALL PLATESUPPER STOREYS: TOP PLATE - 45x90 MGP10 NOT TRENCHED

BOTTOM PLATE- 45x90 MGP10 NOT TRENCHED

LOWER STOREYS: TOP PLATE - 2/45x90 MGP10 NOT TRENCHEDBOTTOM PLATE- 45x90 MGP10 NOT TRENCHED

PROVIDE DOUBLE TOP PLATES IF SUPPORTING TILED ROOF TRUSS

STUDS AT SIDE OPENINGSOPENING WIDTH: STUDS:

UP TO 1200mm 1/90x45 MGP101200mm - 1800mm 2/90x45 MGP101800mm - 2400mm 2/90x45 MGP10

WALL BRACINGBRACING OF ALL STUD WALLS TO BE IN ACCORDANCE WITH THERESIDENTIAL TIMBER FRAMING CONSTRUCTION A.S.1684.2-2006U.N.O.

FIXING REQUIREMENTSGENERAL: REFER TO A.S.1684.2-2006 RESIDENTIAL TIMBER

FRAMING CONSTRUCTION MANUAL TYPICAL FIXINGREQUIREMENTS.

GENERAL: EQUIVILENT TIMBER GRADE CAN BE USED TO REPLACETIMBER GRADES SPECIFIED.

SELECTED ARCHITRAVEMAX. 1.2m CRS.

FLASHING TURNED

WALL STUD(S)

PLASTERBOARDLINING

BOTTOM PLATE

EXTERNALBRICKFACE

SCALE 1:20STANDARD WAFFLE SLAB DETAIL

UP MIN.150mm

WEEPHOLES @

COMBINED D.P.C.AND FLASHING

0.2mm BRANDEDPLASTIC MEMBRANE

WAFFLE SLAB AS PERENGINEER'S DRAWINGS

SLOPE ADJACENT GROUNDAWAY FROM FOOTINGS

WATER BARRIER SARKING (DPC)DRAINS TO HEAD FLASHING

HEAD FLASHING

CALKING TO PREVENT AIR LEAKAGE

BACKING ROD

WEATHER STRIPPING

RAIN SEAL

BACKING ROD

CALKING TO PREVENT AIR LEAKAGE

WATER BARRIER SARKING (DPC)

FLASHING DRAIN TOEXTERIOR WEEP HOLE

WEEP HOLE

LINTEL

REVEAL

SILL

WEEP HOLE

INSULATION

TYPICAL WINDOW FLASHING DETAILSCALE 1:20

10

ARTICULATION JOINT DETAILSCALE 1:10

GAP FORMED BYREMOVABLE SPACER

MASONRYFLEXIBLE ANCHOR

TUBULAR POLYTHENE FOAMBACKING INSTALLED IN OPENJOINT LEFT BY BRICKLAYER

MASTIC SEALANT

TO TRUSS CONNCENCTION DETAILSCALE 1:20

STANDARD INTERNAL STUD WALL

PROVIDE 30mm SPACEBETWEEN BOTTOM TRUSSAND PLATE OF WALL

CORNICE

TOP PLATE

PLASTERBOARD

GALVANIZED PATENTSLOTTED BRACKETOF TRUSS

BOTTOM CHORD

CEILING BATTEN

EXTERNAL WALL FINISHFACE BRICKWORK

COLORBOND FASCIAAND SPOUTING

METAL FLASHING

BOUN

DARY

P/BOARD CORNICE

GARAGE

PER MANUFACTURERS SPECIFICATIONS.ROOF TRUSSES @ 900MM MAX. CTS. AS

GARAGE BOUNDARY SPOUTING DETAILSCALE 1:20

THROUGHOUT

SHEET ROOFING@ 22.5° PITCH

SISALATION FIXED TOEXTERNAL FACE OFSTUDS

TRUSS ROOF TOMANUFACTURERSPECIFICATION

PLASTERBOARDLINING

TOP PLATE

CEMENT SHEETINGFASCIA BOARD

COLORBOND GUTTER

QUADFACE BRICK WORK

DETAIL OF RESIDENCE SPOUTING SCALE 1:20

DEGREES PITCHSHEET ROOFING AT 22.5

TRUSSES @ MAX. 900 CTS

STUD WALL

RESIDENCEFACE BRICKWORK

FASCIA THROUGHOUTCOLOURBOND SPOUTING AND

P/BOARD CORNICE

SCALE 1:20RESIDENCE SPOUTING DETAIL

PER MANUFACTURERS SPECIFICATIONS.ROOF TRUSSES @ 900MM MAX. CTS. AS

SHEET ROOFING@ 22.5° PITCH


TWIN

FLU

ORES

CENT

LIG

HT

TWIN

FLU

ORES

CENT

LIG

HT

x

x

x

SCALE 1:100ARTIFICIAL LIGHTING LOAD LAYOUT

P

P

P

ARTIFICIAL LIGHT CALCULATIONS

RESIDENCE (5W/m²) GROUND F.

GARAGE (3W/m²)

9

9

40

PER UNIT QTY.WATTS

WATTSTOTAL

41

80W

72W

414W

PERMITTEDMAX. WATTS

108.66W

60.28W

793.55 W

AREA

15.07m²3

36.22m² 2

158.71m²

WATTS

80W

369W

27W

15 3 45W

OUTDOOR AREA (4W/m²)PORCH & ALFRESCO

BATTEN 9W

DOWNLIGHT 9W

LEGEND

x EXTERNAL WALLMOUNTED LIGHT 15W

TWIN FLUORESCENTLIGHT 40W

TWIN FLUORESCENT LIGHT

P PENDANT LIGHT 15W

15 3 45W

ARTIFICIAL LIGHTING TO COMPLY WITH 3.12.5.5ARTIFICIAL LIGHTING FROM THE B.C.A. (NCC) 2011

NOTES

HEAT LAMPS EXEMPT.

ARTIFICIAL LIGHTING AROUND PERIMETER OF AA BUILDING MUST:i) BE CONTROLLED BY A DAYLIGHT CENSOR; ORii) HAVE AN AVERAGE LIGHT SOURCE EFFICIENCYOF NOT LESS THAN 40 LUMENS/W

RESIDENCEGARAGE


17.13sq.3.88sq.

PORCH 05.04m² 0.53sq.

TOTAL 210.00m² 22.60sq.


W

M

REF.

KITC

HEN

OHC

BENC

H 24

00 x

1000

SLIDING DOOR UNIT

MASTER BED TV

UNI

T

GARAGE

4800

mm

WID

E x 2

400m

m H

IGH

TIM

BER

LOOK

GARA

GE D

OOR

WIT

H RE

MOT

E CO

NTRO

L UN

IT.

PORCH

L'DRY

P'TRYLOUNGE

SHW

'R 1

.2M

ROBE

BATH

1500 FREE STANDING TUB

BED 3 BED 2

PDR

ENS'

SHW

'R 1

.5M

WIR

LINEN TV UNIT LINEN

BARHALLWAY

ALFRESCO

FAMILY & MEALS

ENTRY 3.0m HEIGHT CEILING

WIR 2000

LT R

.W.T

.

2.7m HEIGHT CEILING


NOOR SABAH

Project

Sheet No.

Date.

Scale.

Title

Client:

Orientation.

MAY. 2021




Dwg. No.

REV. No.REVISIONS






LIGHTING LAYOUT

1:100 @ A3

TYPICAL WATER PROOF / SHOWER DRAINAGE DETAILS


2700

RESI

DENC

E

2400

WIN

DOW

H. H

EIGH

T

GROUND FLOOR

CEILING LEVEL

WINDOWSGROUND FLOORSCALE 1:100

2400

3000

W.01/A

2700

RESI

DENC

E

2400

WIN

DOW

H. H

EIGH

T

GROUND FLOOR

CEILING LEVEL

DOORSGROUND FLOORSCALE 1:100

4800

2400

D.01SECTIONAL GARAGE DOOR

1200

2400

D.02 ENTRY DOOR

1200

W.01/B

700

1000

700

W.03

2100

300

3000

W.02

600

W.05

600

W.06 W.07

1200

1200

900

W.08

1800

600

1800

W.09

1200

1200

1500

W.10

1800

600

1800

1500

2400

D.03L'DRY SLIDING DOOR

2100

2400

D.04SLIDING DOOR UNIT

3000

2400

D.05 MASTER BED STACKER DOOR

2700

RESI

DENC

E

2400

WIN

DOW

H. H

EIGH

T

GROUND FLOOR

CEILING LEVEL

WINDOWSGROUND FLOORSCALE 1:100

820

2400

D.06 REAR EXTERNAL DOOR

W.04

2100

300

AWNING CORNER WINDOW FIXED CORNER WINDOW SLIDING WINDOW SLIDING WINDOW SLIDING WINDOW

800

800

800

800

800

800

600 6001800

SLIDING WINDOW SLIDING WINDOW AWNING WINDOW AWNING WINDOW

SLIDING WINDOW SLIDING WINDOW

600 600

2400

2400

NOTE:ALL BEDROOM WINDOWS ON A FIRST FLOOR OR ABOVE HAVE ANY OPENABLEPORTION OF THE WINDOW ABOVE 1.7m ABOVE F.F.L TO PROVIDE PROTECTION TOTHE OPENING AS PER N.C.C 3.9.2.5 PROTECTION OF OPENING TO BE ARESTRICTED OPENING OF 125mm.

GLAZING LEGEND F : FIXED GLASSAW : AWNING WINDOWSD : SLIDING DOOROP: OPAQUE GLAZING

NOTEALL WINDOWS TO BE SITE MEASURED AND CHECKED TO ENSURE FIT IN THE FRAME.

GENERAL GLAZING NOTES :· ALL GLAZING MUST COMPLY WITH AS.1288 -2006 AND AS2047-2014.· REFER TO ENERGY RATING REPORT FOR MORE DETAILS ABOUT GLAZING SPECIFICATIONS.· BEDROOM WINDOWS ON A FIRST FLOOR OR ABOVE MUST HAVE ANY OPENABLE PORTION OF THE WINDOW ABOVE 1.7m ABOVE F.F.L OR PROVIDE PROTECTION TO THE OPENING AS PER N.C.C 3.9.2.5 PROTECTION OF OPENING TO

BE A RESTRICTED OPENING OF 125mm.· PROVIDE GRADE A SAFETY GLASS TO ALL BATHROOM WINDOWS.· WINDOW MEASUREMENTS INDICATED MAY VARY FROM MANUFACTURED SIZES. BUILDER TO PLACE ORDER WITH WINDOW MANUFACTURER WITH STANDARD SIZES THAT MATCH THE ABOVE MEASUREMENTS WITHIN CLOSE

PROXIMITY BUILDER TO CONFIRM WINDOW HEAD HEIGHTS DO NOT CONFLICT WITH EAVE DETAILS PRIOR TO ORDERING ROOF STRUCTURE WINDOW SIZES TO BE VERIFIED ON SITE PRIOR TO PLACING ORDER WITH MANUFACTURER· ALL FRAMED GLAZING WHERE THE LOWEST SIGHT LINE OF THE GLAZING PANEL IS LESS THAN 500MM FROM THE HIGHEST ABUTTING FFL MUST BE GRADE A SAFETY GLASS OR ORDINARY ANNEALED GLASS NOT LESS THAN 5MM

NOMINAL THICKNESS PROVIDED THAT THE AREA OF THE GLAZING PANEL IS NOT MORE THAN 1.2M².· ALL FULL GLAZED DOORS, SIDELIGHTS, INCLUDING ANY GLAZING CAPABLE OF BEING MISTAKEN FOR A DOORWAY OR OPENING, SHALL BE CLEARLY MARKED FOR THEIR FULL WIDTH A SOLID NON TRANSPARENT CONTRASTING

LINE. THE CONTRASTING LINE SHALL BE NOT LESS THAN 75MM WIDE AND SHALL EXTEND ACROSS THE FULL WIDTH OF THE GLAZING PANEL. THE LOWER EDGE OF THE STRIP SHALL BE LOCATED 900MM FROM THE FINISHED FLOORLEVEL. ANY CONTRASTING LINE ON THE GLAZING SHALL PROVIDE A MINIMUM OF 30% LUMINANCE CONTRAST WHEN VIEWED AGAINST THE FLOOR SURFACE OR SURFACE WITHIN 2M OF THE GLAZING ON THE OPPOSITE SIDE.

· BUILDER TO CONFIRM WINDOWS DIMENSIONS ON SITE PRIOR ANY MANUFACTURER ORDERING.

AW

AW AW AW

S SS S

S S

SS

SD SD SD SD

F

F

F

F F

F

F F

F

F

FF

FF F F

F

F F

F F

F

F F

F

F F F

OP

OP


NOOR SABAH

Project

Sheet No.

Date.

Scale.

Title

Client:

Orientation.

MAY. 2021




Dwg. No.

REV. No.REVISIONS






WINDOW SCHEDULE

1:100 @ A3

GENERAL ENERGY RATING NOTES :REFER TO ENERGY RATING REPORT DONE BY GREEN ZONE PTY. LTD.:

GROUND FLOOR - WAFFLE CONCRETE SLAB - NO INSULATIONALL EXTERNAL WALLS - R2.5 INSULATION BATTS + SISALATION.INTERNAL WALLS TO GARAGE - R2.5 INSULATION BATTS.INTERNAL WALLS TO BATH, LDRY & PDR - R2.5 INSULATION BATTS.METAL ROOF - R5.0 INSULATION BATTS LAID DIRECTLY ABOVE CEILING.

ALL FIXED WINDOWS & SLIDING DOORS_DOUBLE GLAZING _ ALUMINIUM FRAME.MINIMUM OVERALL U FACTOR VALUE OF U 4.30MINIMUM SHADING COEFFICIENT OF SHGC 0.53

ALL REMAINING WINDOWS_DOUBLE GLAZING _ ALUMINIUM FRAME.MINIMUM OVERALL U FACTOR VALUE OF U 4.30MINIMUM SHADING COEFFICIENT OF SHGC 0.47

2100 2100


EXIS

TING

SEW

ER P

IPE

T

S

PIP

E

PE

GP

EG

PE

G

PE

GP

EG

LOT 740

VACANT

AS OF 25.09.2021

LOT 738

VACANT

AS OF 25.09.2021

LO

T 7

24

VA

CA

NT

AS

O

F2

5.0

9.2

02

1

LO

T 7

23

VA

CA

NT

AS

O

F 2

5.0

9.2

02

1

12.50170°17'30"

28.00260°17'30"

12.50350°17'30"

28.0080°17'30"

100.4

1

0

0

.2

100.0

1

0

0

.

5

0

1

0

0

.

5

2

1

0

0

.

4

5

1

0

0

.

4

9

1

0

0

.

3

7

1

0

0

.

2

8

1

0

0

.

0

1

9

9

.

9

2

1

0

0

.

1

6

1

0

0

.

3

5

1

0

0

.

4

3

1

0

0

.

4

1

1

0

0

.

3

9

1

0

0

.

3

4

1

0

0

.

2

2

1

0

0

.

3

3

1

0

0

.

3

0

1

0

0

.

0

4

9

9

.

8

2

EA

SE

ME

NT

2

.0 m

PE

AR

P

AR

AD

E

TB

M: T

OP

O

F

EL

EC

TR

IC

IT

Y P

IT

RL

1

00

.0

0m

E

HD

EA

SE

ME

NT

2

.0

m

GATE


500mmLANDSCAPE STRIP

FOOTPATH

LAWN

RAMP UP


NOOR SABAH

Project

Sheet No.

Date.

Scale.

Title

Client:

Orientation.

MAY. 2021




Dwg. No.

REV. No.REVISIONS






LANDSCAPE PLAN

1:150 @ A3

LANDSCAPE SCHEDULE:

ACACIA ACINACEA

CALLISTEMON SALIGNUS

PROPOSED CONCRETE

PROPOSED LAWN

LANDSCAPESCHEDULE:

FRONTAGE: 12.5 M

FRONT AREA: 64M

HARDSCAPE : 23M 36%

SOFTSCAPE : 41M 64%

AT LEAST 3 PLANTS PER SQUAREMETER MUST BE PROVIDED TOMULCHED GARDEN BED AREAS.

LANDSCAPE BY BUILDERLETTER BOX

EXPOSED AGGREGATE CONCRETE

50

0

LAWN

LAWN


CONSTRUCTION ISSUE WD-01B

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