GENERAL NOTES: THE OWNER / BUILDER, SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, SETBACKS AND SPECIFICATIONS PRIOR TO COMMENCING ANY WORKS OR ORDERING MATERIALS AND SHALL BE RESPONSIBLE FOR ENSURING THAT ALL BUILDING WORKS CONFORM TO THE BUILDING CODE OF AUSTRALIA, AS CODES (CURRENT EDITIONS), BUILDING REGULATIONS, LOCAL BYLAWS AND 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 ON THESE 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 THE LIKE IS NOT AN AUTHORISATION FOR ITS USE OR A CONTRACT VARIATION. ANY SAID VARIATIONS MUST BE ACCEPTED BY ALL PARTIES TO THE AGREEMENT, AND WHERE APPLICABLE, THE RELEVANT BUILDING SURVEYOR PRIOR TO IMPLEMENTING THE SAID VARIATION. DO NOT SCALE THIS DRAWING - FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS AND CONTRACTORS TO VERIFY ALL DIMENSIONS, LEVELS, BUILDING ENVELOPES, AREAS AND SPECIFICATIONS PRIOR TO 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 TIGHTNESS OF NEW AND EXISTING STRUCTURES DURING ALL CONSTRUCTION WORKS. -THE BUILDER MUST TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF ALL PERSONS WITHIN THE BUILDING 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 OFFICE AND THE CLIENT. THESE DRAWINGS ARE NOT FOR PERMIT APPROVAL, QUOTATION OR TO BE USED BY BUILDERS. WORKING DRAWINGS TO BE READ IN CONJUNCTION WITH ENGINEERS DRAWINGS, SPECIFICATIONS AND COMPUTATIONS 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, ARE PROVIDED ONLY AS GUIDELINES. BCA AND STANDARDS - GENERAL ALL WORKS SHALL COMPLY WITH THE BCA 2012 AND NOT BE LIMITED TO THE FOLLOWING AUSTRALIAN STANDARD: A.S 1288-2006 - GLASS IN BUILDINGS SELECTIONS AND INSTALLATIONS A.S 1562-1992 - DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDING. PART 1 METAL A.S 1684.2-2010 - NATIONAL TIMBER FRAMING CODE A.S 1860-1998 - INSTALLATION OF PARTICALBOARD FLOORING A.S 2047-1999 - WINDOWS IN BUILDINGS SELECTIONS AND INSTALLATIONS A.S 2049- 2002 - ROOF TILES A.S 2050-2002 - INSTALLATION OF ROOFING TILES A.S 2870-2011 - RESIDENTIAL SLABS AND FOOTING CONSTRUCTION A.S 2904-1995 - DAMP PROOF COURSES AND FLASHINGS A.S 3600- 2009 CONCRETE STRUCTURES A.S 3660.1- 2000 PROTECTION OF BUILDING AGAINST SUBTERRANEAN TERMITES PART1 NEW BUILDINGS A.S 3700-2011 - MASONRY STRUCTURES 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 A.S 4256-1994/96 PLASTIC ROOF AND WALL CLADDING MATERIALS GENERAL 1. ARCHITECTURAL PLANS SHALL BE READ IN CONJUNCTION WITH ANY STRUCTURAL OR CIVIL ENGINEERING COMPUTATIONS, DRAWINGS, AND SOIL REPORTS 2. FOOTING TO BE FOUNDED AT THE MINIMUM DEPTHS INDICATED IN THE SOIL REPORT 3. FOOTINGS NOT TO ENCROACH TITLE BOUNDARIES AND EASEMENT LINES 4. THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY OF NEW AND EXISTING STRUCTURES 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 FOLLOWING CASES: 1. ALL ROOMS WITHIN 500MM VERTICAL OF THE FLOOR 2. BATHROOMS WITHIN1500MM VERTICAL FROM THE BATH BASE 3. LAUNDRY WITHIN 1200MM VERTICAL FROM FLOOR AND/OR WITHIN 300MM HORIZONTAL FROM ALL DOORS 4. DOORWAY WITHIN 300MM HORIZONTAL FROM ALL DOORS. SHOWER SCREENS SHALL BE GRADE A SAFETY GLASS ALL GLAZING SPECIFICATIONS TO BE IN ACCORDANCE WITH THE APPROVED THERMAL ASSESSMENT. BUILDER TO CONFIRM WINDOW SPECIFICATION PRIOR TO PLACING ORDER WITH MANUFACTURER. STRUCTURAL REQUIREMENTS: -NO FOOTINGS ARE TO ENCROACH TITLE BOUNDARIES AND EASEMENT LINES. ALL CONCRETE FOOTINGS AND FOUNDATION WORK MUST BE IN ACCORDANCE WITH AS.2870, AND MUST BE READ STRICTLY IN CONJUNCTION WITH THE RELEVANT SOIL REPORT AND ENGINEERING DOCUMENTATION PROVIDED. CONCRETE WORKS MUST COMPLY 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 OPENINGS GREATER 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 EXTERNAL MASONRY WALL AND 22000mm Sq. CLEAR VENTILLATION PER 1000mm RUN OF INTERNAL DWARF WALLS. ALL SUB-FLOOR PLYNTH BOARDS TO BE LOCATED BELOW THE LEVEL OF THE BEARER. CONVENTIONAL TIIMBER FLOOR CONSTRUCTION TO ENGINEERS DETAILS & COMPUTATIONS PROVIDE CLEARANCE FROM UNDERSIDE OF BEARER TO FINISHED GROUND LEVEL OF 150mm FOR FLOORS WITH STRIP FLOORING AND 200mm FOR FLOORS WITH PARTICLE BOARD FLOORING. REFER TO PART 3.4.1 DIAGRAM B OF TH BCA 2009 FOR SUB-FLOOR VENTILATION DETAILS. ROOF TRUSSES: ALL ROOF TRUSSES ARE TO BE CONSTRUCTED AND ASSEMBLED AS PER THE MANUFACTURERS DESIGN AND SPECIFICATIONS. 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 MINIMUMGOING 355MM MAXIMUM240MM MINIMUMPRIVATE STAIRS (AND 250MM FOR PUBLIC STAIRS), RISERS AND TREADS TO BE CONSTANT IN SIZE THROUGHOUT 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 1000MM MINIMUM. 3.HEIGHT TO BALCONIES AND DECKS WHICH ARE 1000MM OR MORE ABOVE GROUND LEVEL. 865MM MINIMUM HEIGHT 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/NZS1680.0-2009 2. 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 THE GROUND TO WHICH THE DOORWAY OPENS, A LANDING SHALL BE PROVIDED NO LESS THAN THE WIDTH OF THE DOOR 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 BEEN ASSESSED BY AN ACCREDITED THERMAL ASSESSOR. PROVIDE INSULATION AND GLAZING SPECIFICATIONS AS PER 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 BUILDING AND THE PERIMETER IS TO BE TREATED AGAINST TERMITE ATTACK, AS PER AS.3660.1 PROVIDE CORROSION PROTECTION OF BUILT IN STRUCTURAL STEEL MEMBERS SUCH AS STEEL LINTELS, SHELF ANGLES, 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 NOT SUBJECT TO BREAKING SURF OR IN HEAVY INDUSTRIAL AREAS WALL TIES SHALL BE EITHER: GRADE 316 OR 316L 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 AND MATERIALS REQUIRED FOR EACH SITE. IF THE DRAWING SPECIFICATIONS DO NOT CORRELATE WITH THE BUSHFIRE REPORT - CONTACT THIS OFFICE IMMEDIATELY. STORM WATER AND DRAINAGE: STORMWATER SHALL COMPLY WITH AS/NZS3500.3-2003 1. STORM WATER SHALL BE TAKEN TO LEGAL POINT OF DISCHARGE TO THE SATISFACTION OF THE RELEVANT AUTHORITY 2. SEWER OR SEPTIC SYSTEM SHALL BE IN ACCORDANCE WITH THE RELEVANT AUTHORITIES REQUIREMENTS INSPECTION 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 1:100 BASE 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 DRIVEWAYS ALL BOX GUTTERS TO BE A MINIMUM OF 100mm x 200mm UNLESS OTHERWISE SPECIFIED - 1:100 GRADE MINIMUM - ADJUST TO SUIT ON SITE. SEWER AND SEPTIC SYSTEMS TO BE IN ACCORDANCE WITH AS.3500 ALL SURFACE WATER RUN-OFF MUST BE CONTAINED WITHIN THE PROPERTY BOUNDARIES AND DISCHARGED TO THE STORM WATER SYSTEM. THE BUILDER AND SUB-CONTRACTOR SHALL ENSURE THAT ALL STORM WATER DRAINS, SEWERS AND THE LIKE ARE LOCATED AT A SUFFICIENT DISTANCE FROM ANY BUILDINGS FOOTING AND/OR SLAB EDGE BEAMS SO AS TO PREVENT GENERAL MOISTURE PENETRATION, DAMPNESS, WEAKENING AND UNDERMINING OF ANY BUILDING AND ITS FOOTING SYSTEM. WATERPROOFING: WATERPROOFING OF WET AREAS, BEING BATHROOMS, SHOWERS, LAUNDRIES AND SANITARY COMPARTMENTS AND THE LIKE SHALL BE PROVIDED IN ACCORDANCE WITH AS.3740-2010 - WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGS. VENTILATION: 1. MECHANICAL VENTILATION TO BE INSTALLED IN ACCORDANCE WITH PART 3.8.5 OF THE BCA 2.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 TERMITE PRONE AREA SUB FLOOR VENTS TO PROVIDE A RATE OF 6000MM SQ. CLEAR VENTILATION PER 1000MM RUN OF EXTERNAL MASONRY WALL A LIGHTING: 1. ARTIFICIAL LIGHTING TO COMPLY WITH AS/NZS1680.0-2009 2. ARTIFICIAL LIGHTING TO BE INSTALLED IN ACCORDANCE WITH PART 3.12.5.5 OF THE BCA 2012 SMOKE ALARMS: 1. LOCATION OF SMOKE ALARMS TO BE PROVIDED AND INSTALLED IN ACCORDANCE WITH A.S. 3786-1993 AND 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 & AS4773.2-2010 2.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 FOR 600 STUD WALLS AND WITHIN 300MM OF ARTICULATION JOINTS. 3.PROVIDE WALL TIES TO BRICKWORK AT MAXIMUM 5000MM CTRS IN EACH DIRECTIONS AND WITHIN 300MM OF ARTICULATION 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 IN ACCORDANCE 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 MIN 1000mm 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 FROM THE 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 BOARDS TILE. TILE FLOORING PC. POLISHED CONCRETE CP. CARPET CONC. EXPOSED CONCRETE TO CLIENTS SPECIFICATION WALL FRAMING: FRAMING MUST BE IN ACCORDANCE WITH AS.1684. BOTTOM PLATE- 90x45 MGP10 STUDS-90x45 MGP10 AT 450 CTRS JAMB STUDS- 2 / 90x45 MGP10 NOGGINS- 70x35 MGP10 AT 1350 CTRS MAX TOP PLATE- 2 / 90x45 MGP10 LINTELS TO ENGINEERS DESIGN AND SPECIFICATION. ROOF FRAMING: ROOF TRUSSES AS PER MANUFACTURERS DESIGN AND SPECIFICATIONS. MANUFACTURERS COMPUTATIONS ARE TO 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 ACCORDANCE WITH 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 BE WATER RESISTANT TO A HEIGHT OF 1800MM ABOVE FLOOR LEVEL TO SHOWER ENCLOSURES AND 150MM ABOVE BATHS, BASINS, SINKS AND TROUGHS IF WITHIN 75MM OF THE WALL. 2. TIMBER FLOORS INCLUDING PARTICLEBOARD AND PLYWOOD IN AREAS ADJACENT TO BATHS AND SPAS AND OUTSIDE 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 PLANNING DOCUMENTS. WINDOW MEASUREMENTS INDICATED MAY VARY FROM THE WINDOW MANUFACTURERS SIZES. BUILDER TO PLACE ORDER WITH WINDOW MANUFACTURER WITH STANDARD SIZES THAT MATCH THE NOMINATED MEASUREMENTS WITH CLOSE PROXIMITY. WINDOW SIZES TO BE VERIFIED ON SITE BEFORE PLACING ORDER WITH MANUFACTURER. IF ANY DISCREPANCIES ARE FOUND, PLEASE CONTACT THIS OFFICE IMMEDIATELY. BUILDER TO CONFIRM WINDOW HEAD HEIGHTS DO NOT CLASH WITH ANY MOLDS OR EAVES PRIOR TO PLACING ORDER WITH MANUFACTURER. ALL GLAZING MUST COMPLY WITH AS.1288 "OBS" DENOTES A WINDOW WHICH IS OBSCURED, FROSTED OR TRANSLUCENT - CONFIRM WITH CLIENT UNLESS OTHERWISE STATED. "CHK" DENOTES A WINDOW MEASUREMENT WHICH NEEDS TO BE CONFIRMED ONSITE BY THE BUILDER AND WINDOW 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 MAX AND IN ACCORDANCE WITH STANDARD B22 OF RESCODE. ALL WINDOW AND DOOR ELEVATIONS ARE DRAWN AS VIEWED FROM THE OUTSIDE UNLESS OTHERWISE STATED. TITLE PAGE 1:100@A3 DATE SCALE DRAWN BY FEB 2021 C.L PROJECT No. 6152 REV- Revisions DO NOT SCALE THIS DRAWING. FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS & CONTRACTORS TO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF WORKS. THESE PLANS REMAIN THE PROPERTY OF PLANNING AND DESIGN AND ARE SUBJECT TO COPYRIGHT REGULATIONS REV_ 05.03.2021 ISSUE FOR BUILDING PERMIT CHECKED BY C.M UNIT DEVELOPMENT 33 KIREEP ROAD, BALWYN REV_ 09.06.2021 ISSUE FOR BUILDING PERMIT A01 AREA SCHEDULE: m 2 40.9 m GROUND FLOOR AREA: 2 TOTAL AREA: 179.9 m 2 516.7 m 55.6 SQ POS: 2 263.2 m FIRST FLOOR AREA: 2 162.5 GARAGE: SPOS: 2 103.6 m BASEMENT: 123.5 m 2 DWELLING 1 PORCH: GROUND FLOOR AREA: TOTAL AREA: SQ POS: FIRST FLOOR AREA: GARAGE: SPOS: DWELLING 2 m 2 35.5 m 2.8 m 2 105.5 m 2 104.4 2 2 248.2 m 26.7 2 141.6 m 2 115.0 m PORCH: GROUND FLOOR AREA: TOTAL AREA: SQ POS: FIRST FLOOR AREA: GARAGE: SPOS: DWELLING 3 m 2 m m 2 m 2 2 2 m 2 m 2 m 44.3 102.3 98.5 3.3 248.4 30.3 26.7 63.3 SITE SITE AREA: SITE PERMEABILITY: SITE COVERAGE: 2 1309.7 m 2 524.2 m 2 470.9 m 40.0% 36.0% GARDEN AREA: 35.5% 2 465.37 m
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GENERAL NOTES:THE OWNER / BUILDER, SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, SETBACKS ANDSPECIFICATIONS PRIOR TO COMMENCING ANY WORKS OR ORDERING MATERIALS AND SHALL BE RESPONSIBLEFOR ENSURING THAT ALL BUILDING WORKS CONFORM TO THE BUILDING CODE OF AUSTRALIA, AS CODES(CURRENT EDITIONS), BUILDING REGULATIONS, LOCAL BYLAWSAND TOWN PLANNING REQUIREMENTS.
THESE DRAWINGS HAVE BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT OF PLANNING AND DESIGN,FOR THE PURPOSE EXPRESSLY NOTIFIED TO THE DESIGNER. ANY OTHER PERSON WHO USES OR RELIES ONTHESE DRAWINGS WITHOUT THE WRITTEN CONSENT OF PLANNING AND DESIGN DOES SO AT THEIR OWN RISK -AND NO RESPONSIBILITY IS ACCEPTED BY THE DESIGNER FOR SUCH USE AND/OR RELIANCE.THE APPROVAL BY PLANNING AND DESIGN OF A SUBSTITUTE MATERIAL, WORK PRACTICE, VARIATION OR THELIKE IS NOT AN AUTHORISATION FOR ITS USE OR A CONTRACT VARIATION. ANY SAID VARIATIONS MUST BEACCEPTED BY ALL PARTIES TO THE AGREEMENT, AND WHERE APPLICABLE, THE RELEVANT BUILDING SURVEYORPRIOR TO IMPLEMENTING THE SAID VARIATION.DO NOT SCALE THIS DRAWING - FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS ANDCONTRACTORS TO VERIFY ALL DIMENSIONS, LEVELS, BUILDING ENVELOPES, AREAS AND SPECIFICATIONS PRIORTO THE ORDERING OF ANY MATERIALS OR THE COMMENCEMENT OF ANY WORKS. IF DISCREPANCIES OCCUR -CONTACT THIS OFFICE IMMEDIATELY.-ALL MEASUREMENTS ARE IN MILLIMETERS UNLESS OTHERWISE INDICATED. ALL SITE LEVELS ARE IN METERS,UNLESS OTHERWISE INDICATED.-THE BUILDER MUST TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY AND GENERAL WATER TIGHTNESSOF NEW AND EXISTING STRUCTURES DURING ALL CONSTRUCTION WORKS.-THE BUILDER MUST TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF ALL PERSONS WITHIN THEBUILDING SITE.INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITY REQUIREMENTS.ALL DRAWINGS DENOTED WITH "DRAFT" OR "PRELIMINARY" ARE STRICTLY ONLY FOR USE BETWEEN THIS OFFICEAND THE CLIENT. THESE DRAWINGS ARE NOT FOR PERMIT APPROVAL, QUOTATION OR TO BE USED BYBUILDERS.WORKING DRAWINGS TO BE READ IN CONJUNCTION WITH ENGINEERS DRAWINGS, SPECIFICATIONS ANDCOMPUTATIONS AND ALL OTHER DOCUMENTATION PROVIDED.THESE NOTES ARE NEITHER EXHAUSTIVE NOR A SUBSTITUTE FOR REGULATIONS, STATUTORY REQUIREMENTS,BUILDING PRACTICE OR CONTRACTUAL OBLIGATIONS AND UNLESS EXPRESSLY STATED OTHERWISE, AREPROVIDED ONLY AS GUIDELINES.
BCA AND STANDARDS - GENERALALL WORKS SHALL COMPLY WITH THE BCA 2012 AND NOT BE LIMITED TO THE FOLLOWING AUSTRALIANSTANDARD:A.S 1288-2006 - GLASS IN BUILDINGS SELECTIONS AND INSTALLATIONSA.S 1562-1992 - DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDING. PART 1 METALA.S 1684.2-2010 - NATIONAL TIMBER FRAMING CODEA.S 1860-1998 - INSTALLATION OF PARTICALBOARD FLOORINGA.S 2047-1999 - WINDOWS IN BUILDINGS SELECTIONS AND INSTALLATIONSA.S 2049- 2002 - ROOF TILESA.S 2050-2002 - INSTALLATION OF ROOFING TILESA.S 2870-2011 - RESIDENTIAL SLABS AND FOOTING CONSTRUCTIONA.S 2904-1995 - DAMP PROOF COURSES AND FLASHINGSA.S 3600- 2009 CONCRETE STRUCTURESA.S 3660.1- 2000 PROTECTION OF BUILDING AGAINST SUBTERRANEAN TERMITES PART1 NEW BUILDINGSA.S 3700-2011 - MASONRY STRUCTURESA.S 3740-2010 & BCA PART 3.8.1 WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGSA.S 3786-1993 - SMOKE ALARMSA.S 4100-1998 - STEEL STRUCTURESA.S 4256-1994/96 PLASTIC ROOF AND WALL CLADDING MATERIALS
GENERAL1. ARCHITECTURAL PLANS SHALL BE READ IN CONJUNCTION WITH ANY STRUCTURAL OR CIVIL ENGINEERINGCOMPUTATIONS, DRAWINGS, AND SOIL REPORTS2. FOOTING TO BE FOUNDED AT THE MINIMUM DEPTHS INDICATED IN THE SOIL REPORT3. FOOTINGS NOT TO ENCROACH TITLE BOUNDARIES AND EASEMENT LINES4. THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY OF NEW AND EXISTINGSTRUCTURES DURING ALL WORKS.5. THE BUILDER SHALL ENSURE FOR THE GENERAL WATER TIGHTNESS OF ALL NEW AND EXISTING WORKS.GLAZING:GLAZING SHALL COMPLY WITH AS1288-2006 & AS2047 WITH SAFETY GLAZING TO BE USED IN THE FOLLOWINGCASES:1. ALL ROOMS WITHIN 500MM VERTICAL OF THE FLOOR2. BATHROOMS WITHIN1500MM VERTICAL FROM THE BATH BASE3. LAUNDRY WITHIN 1200MM VERTICAL FROM FLOOR AND/OR WITHIN 300MM HORIZONTAL FROM ALL DOORS4. DOORWAY WITHIN 300MM HORIZONTAL FROM ALL DOORS. SHOWER SCREENS SHALL BE GRADE A SAFETYGLASSALL GLAZING SPECIFICATIONS TO BE IN ACCORDANCE WITH THE APPROVED THERMAL ASSESSMENT. BUILDERTO CONFIRM WINDOW SPECIFICATION PRIOR TO PLACING ORDER WITH MANUFACTURER.
STRUCTURAL REQUIREMENTS:-NO FOOTINGS ARE TO ENCROACH TITLE BOUNDARIES AND EASEMENT LINES. ALL CONCRETE FOOTINGS ANDFOUNDATION WORK MUST BE IN ACCORDANCE WITH AS.2870, AND MUST BE READ STRICTLY IN CONJUNCTIONWITH THE RELEVANT SOIL REPORT AND ENGINEERING DOCUMENTATION PROVIDED. CONCRETE WORKS MUSTCOMPLY WITH THE ENGINEERS DOCUMENTATION, AND BE IN ACCORDANCE WITH AS.3600.-ALL MASONRY CONSTRUCTION TO COMPLY WITH AS.3700 AND THE BUILDING CODE OF AUSTRALIA.-ALL DAMP PROOF COURSES AND FLASHINGS MUST BE IN ACCORDANCE WITH AS.2904.-STRUCTURAL STEEL WORK MUST BE IN ACCORDANCE WITH AS.4100.-ALL TIMBER FRAMING MUST BE IN ACCORDANCE WITH AS.1684. PROVIDE DOUBLE STUDS TO ALL OPENINGSGREATER THEN 1500mm.-PROVIDE BRACING TO ALL INTERNAL AND EXTERNAL WALLS AS PER AS.1684.SUB- FLOOR VENTS TO PROVIDE A RATE OF 7500mm Sq. CLEAR VENTILLATION PER 1000mm RUN OF EXTERNALMASONRY WALL AND 22000mm Sq. CLEAR VENTILLATION PER 1000mm RUN OF INTERNAL DWARF WALLS. ALLSUB-FLOOR PLYNTH BOARDS TO BE LOCATED BELOW THE LEVEL OF THE BEARER.CONVENTIONAL TIIMBER FLOOR CONSTRUCTION TO ENGINEERS DETAILS & COMPUTATIONS PROVIDE CLEARANCEFROM UNDERSIDE OF BEARER TO FINISHED GROUND LEVEL OF 150mm FOR FLOORS WITH STRIP FLOORING AND200mm FOR FLOORS WITH PARTICLE BOARD FLOORING. REFER TO PART 3.4.1 DIAGRAM B OF TH BCA 2009 FORSUB-FLOOR VENTILATION DETAILS.
ROOF TRUSSES:ALL ROOF TRUSSES ARE TO BE CONSTRUCTED AND ASSEMBLED AS PER THE MANUFACTURERS DESIGN ANDSPECIFICATIONS. MANUFACTURERS COMPUTATIONS ARE TO BE PROVIDED PRIOR TO FRAME INSPECTION.
STAIRS, LANDINGS & BALUSTRADES:1.STAIRS, STAIRWAYS AND BALUSTRADES TO COMPLY WITH BCA 3.9.1 AND 3.9.2.STAIR REQUIREMENTS: (OTHER THAN SPIRAL STAIRS)RISERS 190MM MAXIMUM, 115MM MINIMUM;GOING 355MM MAXIMUM; 240MM MINIMUM;PRIVATE STAIRS (AND 250MM FOR PUBLIC STAIRS), RISERS AND TREADS TO BE CONSTANT IN SIZETHROUGHOUT FLIGHT.2.PROVIDE NONSLIP FINISH OR SUITABLE NON SKID STRIP NEAR EDGE OF NOSING. ENSURE MAXIMUM GAP
BETWEEN RISERS NOT TO EXCEED 125MM OR USE CLOSED RISES. PROVIDE CONTINUOUS HANDRAIL 1000MMMINIMUM.
3.HEIGHT TO BALCONIES AND DECKS WHICH ARE 1000MM OR MORE ABOVE GROUND LEVEL. 865MM MINIMUMHEIGHT HANDRAIL ABOVE STAIR NOSING AND LANDINGS.
4.MAXIMUM OPENING BETWEEN BALUSTERS NOT TO EXCEED 125MM.5.CONTINUOUS HANDRAIL TO BE INSTALLED TO ONE SIDE OF STAIR COMPLIANT WITH PART 3.9.2.4 OF THE BCA
2012
LIGHTING:1. ARTIFICIAL LIGHTING TO COMPLY WITH AS/NZS1680.0-20092. ARTIFICIAL LIGHTING TO BE INSTALLED IN ACCORDANCE WITH PART 3.12.5.5 OF THE BCA 2012
THRESHOLDS:IF THE THRESHOLD SILL OF THE DOORWAY IS GREATER THAN 190MM ABOVE THE FINISHED SURFACE OF THEGROUND TO WHICH THE DOORWAY OPENS, A LANDING SHALL BE PROVIDED NO LESS THAN THE WIDTH OF THEDOOR LEAF, OR 900MM WIDE X 900MM LONG, WHICHEVER IS GREATER.
INSULATION:THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH APPROVED STAMPED PLANS WHICH HAVE BEENASSESSED BY AN ACCREDITED THERMAL ASSESSOR. PROVIDE INSULATION AND GLAZING SPECIFICATIONS ASPER THE THERMAL ASSESSMENT REPORT.
TERMITE AND CORROSION PREVENTION:WHERE THE BUILDING IS LOCATED IN A TERMITE PRONE AREA, THE AREA TO THE UNDERSIDE OF THE BUILDINGAND THE PERIMETER IS TO BE TREATED AGAINST TERMITE ATTACK, AS PER AS.3660.1PROVIDE CORROSION PROTECTION OF BUILT IN STRUCTURAL STEEL MEMBERS SUCH AS STEEL LINTELS, SHELFANGLES, CONNECTORS AND ACCESSORIES IN ACCORDANCE WITH BCA VOL.2 TABLE 3.3.3.2.PROVIDE CORROSION PROTECTION FOR SHEET ROOFING IN ACCORDANCE WITH BCA VOL.2 TABLE 3.5.1.
CORROSION: FOR BUILDINGS IN AREAS LESS THAN 1KM FROM BREAKING SURF OR LESS THAN 100M FROM SALTWATER NOTSUBJECT TO BREAKING SURF OR IN HEAVY INDUSTRIAL AREAS WALL TIES SHALL BE EITHER: GRADE 316 OR316L STAINLESS STEEL, OR ENGINEERED POLYMER TIES.
BUSHFIRE DESIGN INFORMATION:THESE DRAWINGS MUST BE READ IN CONJUNCTION WITH THE BUSHFIRE ASSESSMENT REPORT FOR THE SITE.THIS REPORT REFERS TO AS.3959.2009, WHICH SPECIFIES THE NECESSARY CONSTRUCTION METHODS ANDMATERIALS REQUIRED FOR EACH SITE. IF THE DRAWING SPECIFICATIONS DO NOT CORRELATE WITH THEBUSHFIRE REPORT - CONTACT THIS OFFICE IMMEDIATELY.
STORM WATER AND DRAINAGE:STORMWATER SHALL COMPLY WITH AS/NZS3500.3-20031. STORM WATER SHALL BE TAKEN TO LEGAL POINT OF DISCHARGE TO THE SATISFACTION OF THE RELEVANTAUTHORITY2. SEWER OR SEPTIC SYSTEM SHALL BE IN ACCORDANCE WITH THE RELEVANT AUTHORITIES REQUIREMENTSINSPECTION OPENINGS TO BE AT 9000mm CTRS AND AT EACH CHANGE OF DIRECTION. PROVIDE 100mm DIA UPVC PIPES PROVIDE 75mm DIA DOWNPIPES PROVIDE A MINIMUM FALL GRADIENT OF 1:100BASE OF PIPES TO HAVE CRUSHED ROCK WITH A MINIMUM OF 50mm COVER.THE COVER TO UNDERGROUND STORM WATER DRAINS TO BE NOT LESS THAN: 100mm UNDER SOIL 50mm UNDER PAVED OR CONCRETE AREAS 100mm UNDER UN-REINFORCED CONCRETE OR PAVED DRIVEWAYS 75mm UNDER REINFORCED CONCRETE DRIVEWAYSALL BOX GUTTERS TO BE A MINIMUM OF 100mm x 200mm UNLESS OTHERWISE SPECIFIED - 1:100 GRADEMINIMUM - ADJUST TO SUIT ON SITE.SEWER AND SEPTIC SYSTEMS TO BE IN ACCORDANCE WITH AS.3500ALL SURFACE WATER RUN-OFF MUST BE CONTAINED WITHIN THE PROPERTY BOUNDARIES AND DISCHARGED TOTHE STORM WATER SYSTEM.THE BUILDER AND SUB-CONTRACTOR SHALL ENSURE THAT ALL STORM WATER DRAINS, SEWERS AND THE LIKEARE LOCATED AT A SUFFICIENT DISTANCE FROM ANY BUILDINGS FOOTING AND/OR SLAB EDGE BEAMS SO AS TOPREVENT GENERAL MOISTURE PENETRATION, DAMPNESS, WEAKENING AND UNDERMINING OF ANY BUILDINGAND ITS FOOTING SYSTEM.
WATERPROOFING:WATERPROOFING OF WET AREAS, BEING BATHROOMS, SHOWERS, LAUNDRIES AND SANITARY COMPARTMENTSAND THE LIKE SHALL BE PROVIDED IN ACCORDANCE WITH AS.3740-2010 - WATERPROOFING OF WET AREAS INRESIDENTIAL BUILDINGS.
VENTILATION:1.MECHANICAL VENTILATION TO BE INSTALLED IN ACCORDANCE WITH PART 3.8.5 OF THE BCA2.PROVIDE CLEARANCE FROM UNDERSIDE OF BEARER TO FINISHED GROUND LEVEL OF 150MM FOR FLOOR WITH
STRIP FLOORING OR 200MM FOR FLOORS WITH PARTICLEBOARD FLOORING OR 300MM WHERE IN TERMITEPRONE AREA
SUB FLOOR VENTS TO PROVIDE A RATE OF 6000MM SQ. CLEAR VENTILATION PER 1000MM RUN OF EXTERNALMASONRY WALL A
LIGHTING:1. ARTIFICIAL LIGHTING TO COMPLY WITH AS/NZS1680.0-20092. ARTIFICIAL LIGHTING TO BE INSTALLED IN ACCORDANCE WITH PART 3.12.5.5 OF THE BCA 2012
SMOKE ALARMS:1.LOCATION OF SMOKE ALARMS TO BE PROVIDED AND INSTALLED IN ACCORDANCE WITH A.S. 3786-1993AND PART 3.7.2 OF THE BCA 2012 AND SHALL BE HARD WIRED WITH BATTERY BACKUP.
MASONRY:1.MASONRY TO COMPLY WITH AS3700-2011 OR AS4773.1-2010 & AS4773.2-20102.PROVIDE WALL TIES TO BRICKWORK AS PER 3.3.3.2. BCA. GENERALLY WALL TIES TO BE 600MM CTRS IN EACH
DIRECTION FOR CAVITY MASONRY, FOR MASONRY VENEER: 600X450 FOR 450 STUD WALLS AND 600X600 FOR600 STUD WALLS AND WITHIN 300MM OF ARTICULATION JOINTS.
3.PROVIDE WALL TIES TO BRICKWORK AT MAXIMUM 5000MM CTRS IN EACH DIRECTIONS AND WITHIN 300MM OFARTICULATION JOINTS 2200MM SQ. CLEAR VENTILATION PER 1000MM RUN OF INTERNAL DWARF WALLS
4. SPACING OF WALL TIES TO TOP AND SIDES OF OPENING TO BE HALVED.
OTHER GENERAL NOTES:(SA) DENOTES THE LOCATION OF SMOKE ALARMS. THESE ARE TO BE PROVIDED AND INSTALLED INACCORDANCE WITH AS.3786. THE SMOKE ALARM SHALL BE HARD WIRED WITH A BATTERY BACK-UP.
(EF) DENOTES THE LOCATION OF EXHAUST FANS. DUCT ALL EXHAUST FANS TO OUTSIDE AIR WHERE POSSIBLE -OR, AN EXHAUST FAN OF RATING 140/S MIN TO BE DISCHARGED INTO A VENTILATED ROOF SPACE WITH MIN1000mm HORIZONTAL DUCT - IN ACCORDANCE WITH AS.1668. EXTERNAL DISCHARGE RATE MINIMUM 25I/S.
SANITARY COMPARTMENT DOORS MUST EITHER - OPEN OUTWARDS, SLIDE OR BE READILY REMOVABLE FROMTHE OUTSIDE UNLESS A MINIMUM CLEARANCE OF 1200mm BETWEEN THE DOOR AND THE PAN IS ACHIEVED.
SUB FLOOR:ALL SUB-FLOOR CONSTRUCTION AS PER ENGINEERS DESIGN & SPECIFICATIONS.REFER TO ENGINEERS DRAWINGS AND COMPUTATIONS.
FLOORING:FLOOR FINISHES AS SELECTED BY CLIENT.FB. TIMBER FLOOR BOARDSTILE. TILE FLOORINGPC. POLISHED CONCRETECP. CARPETCONC. EXPOSED CONCRETE TO CLIENTS SPECIFICATION
WALL FRAMING:FRAMING MUST BE IN ACCORDANCE WITH AS.1684.BOTTOM PLATE- 90x45 MGP10STUDS-90x45 MGP10 AT 450 CTRSJAMB STUDS- 2 / 90x45 MGP10NOGGINS- 70x35 MGP10 AT 1350 CTRS MAXTOP PLATE- 2 / 90x45 MGP10LINTELS TO ENGINEERS DESIGN AND SPECIFICATION.
ROOF FRAMING:ROOF TRUSSES AS PER MANUFACTURERS DESIGN AND SPECIFICATIONS. MANUFACTURERS COMPUTATIONS ARETO BE PROVIDED PRIOR TO FRAME INSPECTION.ROOF BATTENS: 38x75 F8 HW AT 330 CTRS (TILE)
38x75 F8 HW AT 900 CTRS (COLORBOND)38x75 F8 HW AT 900 CTRS (KLIP-LOK)
EXTERNAL FINISHES:EXTERNAL FINISHES AND COLOURS MUST BE IN ACCORDANCE WITH ENDORSED TOWN PLANNING DOCUMENTS.ALL MATERIALS AND FINISHES TO CLIENTS SPECIFICATION. ALL MATERIALS TO BE INSTALLED IN ACCORDANCEWITH MANUFACTURERS SPECIFICATIONS AND AUSTRALIAN STANDARDS.
INTERNAL WALL FINISHES:10mm PLASTERBOARD TO BE PAINTED (ALL INTERNAL WALLS)10mm PLASTERBOARD TO BE PAINTED (ALL INTERNAL CEILINGS)CLIENT TO SELECT SQUARE FINISH OR CORNICE FOR EACH ROOM.
WET AREAS:1. ALL WET AREAS TO COMPLY WITH PART 3.8.1 BCA VOL. 2 AND AS3740-2010. WALL FINISHES SHALL BEWATER RESISTANT TO A HEIGHT OF 1800MM ABOVE FLOOR LEVEL TO SHOWER ENCLOSURES AND 150MM ABOVEBATHS, BASINS, SINKS AND TROUGHS IF WITHIN 75MM OF THE WALL.2. TIMBER FLOORS INCLUDING PARTICLEBOARD AND PLYWOOD IN AREAS ADJACENT TO BATHS AND SPAS ANDOUTSIDE SHOWER AREAS TO BE WATERPROOFED AS PER PART 3.8.1 BCA VOL. 2 AND AS3740-2010.
WINDOWS:ALL WINDOW SIZES, TYPES AND COLORS MUST BE IN ACCORDANCE WITH ENDORSED TOWN PLANNINGDOCUMENTS.WINDOW MEASUREMENTS INDICATED MAY VARY FROM THE WINDOW MANUFACTURERS SIZES.BUILDER TO PLACE ORDER WITH WINDOW MANUFACTURER WITH STANDARD SIZES THAT MATCH THENOMINATED MEASUREMENTS WITH CLOSE PROXIMITY.WINDOW SIZES TO BE VERIFIED ON SITE BEFORE PLACING ORDER WITH MANUFACTURER. IF ANY DISCREPANCIESARE FOUND, PLEASE CONTACT THIS OFFICE IMMEDIATELY.BUILDER TO CONFIRM WINDOW HEAD HEIGHTS DO NOT CLASH WITH ANY MOLDS OR EAVES PRIOR TO PLACINGORDER WITH MANUFACTURER.ALL GLAZING MUST COMPLY WITH AS.1288"OBS" DENOTES A WINDOW WHICH IS OBSCURED, FROSTED OR TRANSLUCENT - CONFIRM WITH CLIENT UNLESSOTHERWISE STATED."CHK" DENOTES A WINDOW MEASUREMENT WHICH NEEDS TO BE CONFIRMED ONSITE BY THE BUILDER ANDWINDOW MANUFACTURER PRIOR TO ORDERING."a.f.l" DENOTES A MEASUREMENT ABOVE THE FINISHED FLOOR LEVEL."REST" DENOTES A WINDOW WITH RESTRICTED OPENNABILITY OF 100mm MAX"SCRN" DENOTES A WINDOW WHICH REQUIRES A FIXED SCREEN FROM SILL TO 1.7m a.f.l AT 25% VISIBILITY MAXAND IN ACCORDANCE WITH STANDARD B22 OF RESCODE.ALL WINDOW AND DOOR ELEVATIONS ARE DRAWN AS VIEWED FROM THE OUTSIDE UNLESS OTHERWISE STATED.
TITLE PAGE
1:100@A3
DATE SCALE DRAWN BY
FEB 2021 C.L
PROJECT No.
6152
REV-
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.
DOWN PIPE WITH SPREADERSELECTED TIMBER DECKINGBEAM TO ENGINEERS DESIGN & SPECIFICATIONBEAM.RETAINING WALL - REF ENG
KL. KLIP-LOK ROOFING AT 2° MIN PITCH
LOH LIFT OFF HINGESHWS
1:300@A3
BF F.F.L 103.21 GF F.F.L 106.01
GARAGEF.F.L 106.01
F.F.L 106.01OUTDOOR LIVING
PORCHF.F.L 105.91
GARAGEF.F.L 103.62 F.F.L 104.00
PORCHF.F.L 103.90
GARAGEF.F.L 103.13
PORCHF.F.L 103.04
F.F.L 103.23
MAIL
UNIT 2 & 3 MAIL
DRIVEWAYSEALED CONCRETE DRIVEWAY
DRAIN
RAMP 1:10
RL 1
05.8
20
RL 1
06.7
00
2.0m
HIG
H TI
MBE
R PA
ILIN
G FE
NCE
PROPOSED INTERNAL 2.0m HIGH TIMBER PAILING FENCE WITH CAPPING
TOP OF R/W 103.555TIMBER SLEEPER R/W
RL 103.620
RL 1
03.2
15
RL 1
03.5
55
UP 1
:8
DN 1:15
RL 1
02.8
05
UP 1
:12
RL 1
03.5
55
RL 1
04.8
05
RL 1
06.2
50
DN 1:15
RL 103.130
DN 1
:12
TIMBER SLEEPER R/W
2505
150
1845
2655
10002000
1505
5500
5500 460
1000
1000
1415 1315 1040
1075
700
26101040
1790 769013107370 209002000 18104905 2390
1800
5000
335825
825
1850
150
500
2395
330 5000 14590 520 4330
500 2390 13590 1520
690
5000
985 825
10754425
2330
4425
6500
1500
100009460944013590 1000239042257585989535002000
150
1142
045
0010
00
1450
1450
200
1359012975
4390
950
5000
1650
5000
7690
5680
9501
050
3640
5000
3490
DRIVEWAY
525
1250
1150
800
1250
185
200
2500
5255
1310
2310
6155
1000
3535
3000
5645
SEALED COLOURED CONCRETE DRIVEWAY
1010
PROTECTION OF EXISTING TREESALL EXISTING VEGETATION SHOWN ON THE ENDORSED PLAN ON BOTH SUBJECTSITE AND NEIGHBOURING PROPERTIES TO BE RETAINED MUST BE SUITABLYMARKED AND PROTECTED (IF REQUIRED) PRIOR TO COMMENCEMENT OFDEVELOPMENT ON SITE INCLUDING DEMOLITION. VEGETATION MUST NOT BEREMOVED, DESTROYED OR LOPPED WITHOUT THE WRITTEN CONSENT OF THERESPONSIBLE AUTHORITY. BEFORE THE COMMENCEMENT OF WORKS INCLUDINGDEMOLITION, TREE PROTECTION BARRIERS MUST BE ERECTED AROUND TREESON BOTH SUBJECT SITE AND ADJOINING PROPERTIES TO FORM A DEFINED TREEPROTECTION ZONE DURING DEMOLITION AND CONSTRUCTION IN ACCORDANCEWITH TREE PROTECTION MEASURES AS PER AS 4970-2009. ANY REQUIREDPRUNING MUST BE CARRIED OUT BY A TRAINED AND COMPETENT ARBORISTWITH A THOROUGH KNOWLEDGE OF TREE PHYSIOLOGY AND PRUNING METHODS.PRUNING TO BE CARRIED OUT AS PER AS 4373-2007. ALL TREE PROTECTIONPRACTICES MUST MEET THE REQUIREMENTS OF A CONSULTING ARBORIST AND /OR TO THE SATISFACTION OF THE RESPONSIBLE AUTHORITY.
REFER TO ENDORSED TOWNPLANNING DOCUMENTATION FOR
LANDSCAPING AND PAVINGDETAILS.
ALL SETBACKS ARE TAKEN TOTITLE BOUNDARIES
3
SMOKE ALARM
CP.
100mm FOAM ON STUD
BRICK-VENEER WALL
LEGEND
dpS
TR.
RH
SELECTED CARPET
RAINWATER HEAD
HOT WATER SERVICE
400w x 150d VALLEY GUTTER TILE ROOFING PITCH VARIESNORTH
DOWN PIPE WITH SPREADERSELECTED TIMBER DECKINGBEAM TO ENGINEERS DESIGN & SPECIFICATIONBEAM.RETAINING WALL - REF ENG
KL. KLIP-LOK ROOFING AT 2° MIN PITCH
LOH LIFT OFF HINGESHWS
1:300@A3
TREE 2
TREE 26
TREE 25TREE 24TREE 23
EXISTING TIMBER PAILING FENCE 2.0m H TO BE RETAINED
PROPOSED NEW3.0m WIDECROSSOVER
PROPOSED NEW3.0m WIDECROSSOVER
2150
4800
76.733m270°00'
76.733m90°00'
17.0
69m
180°00'
17.0
69m
0°00'
EXISTING TIMBER PAILING FENCE 2.0m H TO BE RETAINED
EXISTING TP FENCE TAPERED TO 0.9m H TO BE RETAINED
EXISTING TP FENCE 2.0m H TAPERED TO 0.9m H TO BE RETAINED
EXISTING TIMBER PAILING FENCE 2.0m H TO BE RETAINED
EXIS
TING
TIM
BER
PAIL
ING
FENC
E 2.
0m H
TO
BE R
ETAI
NED
TREES REMOVED AT THE TIME OF PERMIT APPLICATION
1190
0TP
Z
3600SRZ
TREE 1
TREE 9
TREE 6
TREE 4
TREE 7
TREE 18
TREE 14
TREE 13 TREE 12 TREE 11 TREE 10
TREE 3
TREE 27
TREE 5
TREE 22
TREE 8
TREE 15
TREE 16
TREE 19
TREE 20
TREE 17
TREE 21
VACANT LOT
SCALE 1:200 @ A1
DWELLING 2DWELLING 1
TILES AT 20° PITCH
TILES AT 20° PITCHTILES AT 20° PITCH
KILP-LOK 2° PITCH KILP-LOK 2° PITCH
(REMOVE)
(REMOVE)
(REMOVE)
5160TPZ
5900
TPZ
4900TPZ
2370
SRZ
(REMOVE)
(REMOVED)
(REMOVED)
(REMOVED)
(REMOVE)
(REMOVE)
(REMOVE) (REMOVE)
(REMOVE)
(REMOVE)
7.3% Encroachment ofTPZ of Tree 9
8.2% TPZEncroachment(Tree 1)
6.4% TPZ (Tree 26)Encroachment17.8% of TPZ (Tree26)Permeable DrivewaySTONESET
2200TPZ
2000TPZ
7.9% Total Encroachmentof TPZ of Tree 9
0.6% Encroachment ofTPZ of Tree 9
9525
(REMOVE)
(REMOVE)
(REMOVE)
2460
SRZ
PROTECTION OF EXISTING TREESALL EXISTING VEGETATION SHOWN ON THE ENDORSED PLAN ON BOTH SUBJECTSITE AND NEIGHBOURING PROPERTIES TO BE RETAINED MUST BE SUITABLYMARKED AND PROTECTED (IF REQUIRED) PRIOR TO COMMENCEMENT OFDEVELOPMENT ON SITE INCLUDING DEMOLITION. VEGETATION MUST NOT BEREMOVED, DESTROYED OR LOPPED WITHOUT THE WRITTEN CONSENT OF THERESPONSIBLE AUTHORITY. BEFORE THE COMMENCEMENT OF WORKS INCLUDINGDEMOLITION, TREE PROTECTION BARRIERS MUST BE ERECTED AROUND TREESON BOTH SUBJECT SITE AND ADJOINING PROPERTIES TO FORM A DEFINED TREEPROTECTION ZONE DURING DEMOLITION AND CONSTRUCTION IN ACCORDANCEWITH TREE PROTECTION MEASURES AS PER AS 4970-2009. ANY REQUIREDPRUNING MUST BE CARRIED OUT BY A TRAINED AND COMPETENT ARBORISTWITH A THOROUGH KNOWLEDGE OF TREE PHYSIOLOGY AND PRUNING METHODS.PRUNING TO BE CARRIED OUT AS PER AS 4373-2007. ALL TREE PROTECTIONPRACTICES MUST MEET THE REQUIREMENTS OF A CONSULTING ARBORIST AND /OR TO THE SATISFACTION OF THE RESPONSIBLE AUTHORITY.
REFER TO ENDORSED TOWNPLANNING DOCUMENTATION FOR
LANDSCAPING AND PAVINGDETAILS.
ALL SETBACKS ARE TAKEN TOTITLE BOUNDARIES
NORTH
UNIT 1 BASEMENT FLOOR PLAN
DATE SCALE DRAWN BY
FEB 2021 C.L
PROJECT No.
6152
REV-
Revisions
DO NOT SCALE THIS DRAWING.FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS & CONTRACTORSTO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF WORKS.
400w x 150d VALLEY GUTTER TILE ROOFING PITCH VARIESVG
CONC.
BG 300w x 150d BOX GUTTER
TIMBER STUD FRAMING TILE.
AIR 10m / HrEXHAUST FAN TO EXTERNALFLOOR WASTE
DOWN PIPE
FW
dp275mm DINCEL RETAINING WALL
ARTICULATION JOINTSAJ.
SELECTED TILE FLOORINGSELECTED TIMBER FLOORINGFB.
DOWN PIPE WITH SPREADERSELECTED CONCRETE FLOORINGBEAM TO ENGINEERS DESIGN & SPECIFICATIONBEAM.
KL. KLIP-LOK ROOFING AT 2° MIN PITCH
LOH LIFT OFF HINGESHWS
UP
DWELLING 1F.F.L 103.21
CELLAR PWD
GYM
STORAGE
12345678
91112131415
TILE.
CONC.
CONC.
CONC.
720
LOH.
720
720
720
720
T I T LE B O U N D A R Y
T I T LE B O U N D A R Y
14255
79955850
27574452755850
14255
275 7145 90 3000 90 1200 90 2090 275
240 5760 90 7890 275
1082
0
1082
0
5880
4940
1250
5000
5000
1250
240
5400
240
4940
450
450
450
ALL SMOKE ALARM TO BEINTERCONNECTED AND HARD WIRED
BUILDER TO CONFIRM STAIRCASEDESIGN, LAYOUT AND CLEARANCES
ON SITE PRIOR TO ORDERING
1.01
BROAD PIERS TO ENGINEERS DESIGN AND SPECIFICATION
600
4905
5915
275
275
4905
2660
9026
15
275
2660
9075
2027
5
410
WALL EXHAUST GRILLE
NORTH
UNIT 1 GROUND FLOOR PLAN
DATE SCALE DRAWN BY
FEB 2021 C.L
PROJECT No.
6152
REV-
Revisions
DO NOT SCALE THIS DRAWING.FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS & CONTRACTORSTO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF WORKS.
400w x 150d VALLEY GUTTER TILE ROOFING PITCH VARIESVG
CONC.
BG 300w x 150d BOX GUTTER
TIMBER STUD FRAMING TILE.
AIR 10m / HrEXHAUST FAN TO EXTERNALFLOOR WASTE
DOWN PIPE
FW
dp275mm DINCEL RETAINING WALL
ARTICULATION JOINTSAJ.
SELECTED TILE FLOORINGSELECTED TIMBER FLOORINGFB.
DOWN PIPE WITH SPREADERSELECTED CONCRETE FLOORINGBEAM TO ENGINEERS DESIGN & SPECIFICATIONBEAM.
KL. KLIP-LOK ROOFING AT 2° MIN PITCH
LOH LIFT OFF HINGESHWS
1011
STEP
PROVIDE CONTINUOUSHANDRAIL TO SIDE
HEAT & GLO SLR-XFIREPLACE TO BE INSTALLEDAS PER MANUFACTURER'SSPECS
UNIT 1 FIRST FLOOR PLAN
DATE SCALE DRAWN BY
FEB 2021 C.L
PROJECT No.
6152
REV-
Revisions
DO NOT SCALE THIS DRAWING.FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS & CONTRACTORSTO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF WORKS.
ALL SMOKE ALARM TO BEINTERCONNECTED AND HARD WIRED
BUILDER TO CONFIRM STAIRCASEDESIGN, LAYOUT AND CLEARANCES
ON SITE PRIOR TO ORDERING
600
60060
0
600
600
600
1685
90
T I T LE B O U N D A R Y
T I T LE B O U N D A R Y
600
600
600
BED 2CP.
NORTH3
SMOKE ALARM
CP.
50mm NASAHI (LOXO) PANEL BRICK-VENEER WALL
LEGEND
dpS
TR.
RH
SELECTED CARPET
RAINWATER HEAD
HOT WATER SERVICE
400w x 150d VALLEY GUTTER TILE ROOFING PITCH VARIESVG
CONC.
BG 300w x 150d BOX GUTTER
TIMBER STUD FRAMING TILE.
AIR 10m / HrEXHAUST FAN TO EXTERNALFLOOR WASTE
DOWN PIPE
FW
dp275mm DINCEL RETAINING WALL
ARTICULATION JOINTSAJ.
SELECTED TILE FLOORINGSELECTED TIMBER FLOORINGFB.
DOWN PIPE WITH SPREADERSELECTED CONCRETE FLOORINGBEAM TO ENGINEERS DESIGN & SPECIFICATIONBEAM.
KL. KLIP-LOK ROOFING AT 2° MIN PITCH
LOH LIFT OFF HINGESHWS
10
1920
500 1730 1215 1705 500 3530 500 3955 500479575
500
7545
500
500
4340
500
2780
500
UNIT 2 GROUND FLOOR PLAN
DATE SCALE DRAWN BY
FEB 2021 C.L
PROJECT No.
6152
REV-
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.
ALL SANITARY FLUSHING.TO BE CONNECTED TO2500L WATER TANK
dp
dp
dp
dp
HWS
1234567891011
1m HIGH BALUSTRADE FORMA.F.L WITH CONTINUOUSRAILS IN ACCORDANCE WITHAS 1170.1
1 2
UP123
8203/620 SLD.
720 720
720
720
LOH.
2/720
820 920
720
TILE.
TILE.
TILE.
FB.
FB. FB. FB.
FB.
CP.
CONC.
CONC.
2300
mm
OPE
NING
2975mm OPENING
5.0W X 2.4H GARAGE DOOR
AJ.
AJ.
AJ.
AJ.
AJ.
AJ.
RH
RH
RH
820
820
2.012.022.03
2.04
F.F.L 103.90
COL.
2.05 2.06 2.07 2.08
2.09
2.10
15465230
230 8095 7370
470 1320
1790
1790 4840 90 2200 240
230 5550 90 7895 90 1600 240
230 555090
1000 90 1365 240 5200 90 1600 240
15465
2610422575851050
240 3170 90 1400 90 2355 240
240 3170 90 8065 240
240 2060 90 1610 90 1500 90 5885 240
230 5550 90 1000 90 5885 240
5000
1192
015
0
3940
6480
240
6000
240
3940
240
6000
9051
090
3250
240
240
6000
9051
090
1000
9021
6024
0
5000
1192
015
0
2250
4725
4945
240
4465
240
240
910
9034
6524
0
240
9190
240
240
1340
2910
9022
6090
1000
9021
6024
0
1250
240
7690
9021
6024
0
470
1105
1575
T I T LE B O U N D A R Y
T I T LE B O U N D A R Y
ALL SMOKE ALARM TO BEINTERCONNECTED AND HARD WIRED
BUILDER TO CONFIRM STAIRCASEDESIGN, LAYOUT AND CLEARANCES
ON SITE PRIOR TO ORDERING
800 1000 600
1000
2465
1000
P/S
P/S
2/420
24010002801075901400903170240
1000 600
FIRS
T FL
OOR
ABOV
E
O/H
NORTH3
SMOKE ALARM
CP.
50mm NASAHI (LOXO) PANEL BRICK-VENEER WALL
LEGEND
dpS
TR.
RH
SELECTED CARPET
RAINWATER HEAD
HOT WATER SERVICE
400w x 150d VALLEY GUTTER TILE ROOFING PITCH VARIESVG
CONC.
BG 300w x 150d BOX GUTTER
TIMBER STUD FRAMING TILE.
AIR 10m / HrEXHAUST FAN TO EXTERNALFLOOR WASTE
DOWN PIPE
FW
dp275mm DINCEL RETAINING WALL
ARTICULATION JOINTSAJ.
SELECTED TILE FLOORINGSELECTED TIMBER FLOORINGFB.
DOWN PIPE WITH SPREADERSELECTED CONCRETE FLOORINGBEAM TO ENGINEERS DESIGN & SPECIFICATIONBEAM.
KL. KLIP-LOK ROOFING AT 2° MIN PITCH
LOH LIFT OFF HINGESHWS
12
HEAT & GLO SLR-XFIREPLACE TO BEINSTALLED AS PERMANUFACTURER'S SPECS
UNIT 2 FIRST FLOOR PLAN
DATE SCALE DRAWN BY
FEB 2021 C.L
PROJECT No.
6152
REV-
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.
1m HIGH BALUSTRADE FORMA.F.L WITH CONTINUOUSRAILS IN ACCORDANCE WITHAS 1170.1
12345678910111213141516
820 CSD.
820
820
820
820
820
4/86
0 SL
D.
4/86
0 SL
D.
820
TILE.TILE.
TILE.
LOH.
CP.
CP.
CP.CP.
CP.
TILE
. TILE.
2.112.122.132.142.152.16
2.172.182.192.20
2.21
2.22
2.23 2.24
2.25
2.26 2.27
13840
7110 4290 2440
165 3170 90 3520 165
165 3170 90 3520 90 2300 90 1810 165
165 995 90 1000 90 995 90 7810 165
13840
84005440
16551090 3340 9051090 3440 165
165 4260 90 1000 90
165 4260 90 1000 90 5630 165
5690
9380
7870
1510
165
3475
9019
0090
1985
165
165
3475
9014
0090
2485
165
165
4375
9010
0090
1985
165
165
4465
1000
9019
8516
5
5690
9380
2000
900
4550
3930
165
3600
165
165
3600
9032
8590
1085
165
165
3600
9032
8590
1985
165
2000
2440
T I T LE B O U N D A R Y
T I T LE B O U N D A R Y
ALL SMOKE ALARM TO BEINTERCONNECTED AND HARD WIRED
BUILDER TO CONFIRM STAIRCASEDESIGN, LAYOUT AND CLEARANCES
ON SITE PRIOR TO ORDERING
NORTH3
SMOKE ALARM
CP.
50mm NASAHI (LOXO) PANEL BRICK-VENEER WALL
LEGEND
dpS
TR.
RH
SELECTED CARPET
RAINWATER HEAD
HOT WATER SERVICE
400w x 150d VALLEY GUTTER TILE ROOFING PITCH VARIESVG
CONC.
BG 300w x 150d BOX GUTTER
TIMBER STUD FRAMING TILE.
AIR 10m / HrEXHAUST FAN TO EXTERNALFLOOR WASTE
DOWN PIPE
FW
dp275mm DINCEL RETAINING WALL
ARTICULATION JOINTSAJ.
SELECTED TILE FLOORINGSELECTED TIMBER FLOORINGFB.
DOWN PIPE WITH SPREADERSELECTED CONCRETE FLOORINGBEAM TO ENGINEERS DESIGN & SPECIFICATIONBEAM.
KL. KLIP-LOK ROOFING AT 2° MIN PITCH
LOH LIFT OFF HINGESHWS
17
500 3565 500 875 500 3170 860 3370 500
500 6110 500
℄1215
1115
UNIT 3 GROUND FLOOR PLAN
DATE SCALE DRAWN BY
FEB 2021 C.L
PROJECT No.
6152
REV-
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.
ALL SANITARY FLUSHING.TO BE CONNECTED TO2500L WATER TANK R/W
AJ.
3.01
3.02F.F.L 103.04
3.033.04
3.05
3.06
3.07
3.08
3.09
3.10
P/S
P/S
150
1592
010
00
1142
045
00
240
9275
9015
7524
0
2505
1845
2150
9045
9090
1810
9025
1024
0
150
1592
010
00
9570
2000
4350
470
1375
1845
2000
240
9090
240
240
3000
9060
0024
0
240
3000
9025
0090
1570
9017
5024
0
390
13385
98853500
240 2735 90 3410 9051090 2490 230
800 1690
2305500901000902735240
FIRST FLOOR ABOVE
O/H
2000 13155 230
230644018104905
240 4425 240 1340 470
240 6235 240
240 7325 90 5500 230
901570905905075240
390
300mmBULKHEAD
10001500
2000
240 4825 2500 90 5500 230
COL.
1340 470
1810
T I T LE B O U N D A R Y
T I T LE B O U N D A R Y
T I T
LE
B
O U
N D
A R
Y
ALL SMOKE ALARM TO BEINTERCONNECTED AND HARD WIRED
BUILDER TO CONFIRM STAIRCASEDESIGN, LAYOUT AND CLEARANCES
ON SITE PRIOR TO ORDERING
NORTH3
SMOKE ALARM
CP.
50mm NASAHI (LOXO) PANEL BRICK-VENEER WALL
LEGEND
dpS
TR.
RH
SELECTED CARPET
RAINWATER HEAD
HOT WATER SERVICE
400w x 150d VALLEY GUTTER TILE ROOFING PITCH VARIESVG
CONC.
BG 300w x 150d BOX GUTTER
TIMBER STUD FRAMING TILE.
AIR 10m / HrEXHAUST FAN TO EXTERNALFLOOR WASTE
DOWN PIPE
FW
dp275mm DINCEL RETAINING WALL
ARTICULATION JOINTSAJ.
SELECTED TILE FLOORINGSELECTED TIMBER FLOORINGFB.
DOWN PIPE WITH SPREADERSELECTED CONCRETE FLOORINGBEAM TO ENGINEERS DESIGN & SPECIFICATIONBEAM.
KL. KLIP-LOK ROOFING AT 2° MIN PITCH
LOH LIFT OFF HINGESHWS
7
10
HEAT & GLO SLR-XFIREPLACE TO BEINSTALLED AS PERMANUFACTURER'SSPECS
UNIT 3 FIRST FLOOR PLAN
DATE SCALE DRAWN BY
FEB 2021 C.L
PROJECT No.
6152
REV-
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.
SELECTED GUTTER & DOWNPIPES ONCOLORBOND FASCIA AS PER AS.3500.
SELECTED TILE ROOFING PITCHED AT 20° INACCORDANCE WITH BCA 3.5.1
600
G1
DETAIL07
A13
DETAILS
DATE SCALE DRAWN BY
FEB 2021 C.L
PROJECT No.
6152
REV-
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.
SELECTED STAIR TREADS AND DETAILS TO CLIENT'S SPECIFICATION.
*1000MM CONTINUOUS HIGH HANDRAILS*BALUSTERS AT 125mm CRS*MIN. HEAD ROOM 2050mm
SCALE 1:10
HEAD HEIGHT - ENSURE MINIMUM2050MM HEAD BETWEEN TREAD &UNDERSIDE OF CEILING OF FIRST FLOOR
ALL STAIR NOSING AND LANDING TO BESLIP RESISTANCE TO MEET BCA 3.9.1.3WHEN TESTED IN ACCORDANCE WITH AS4586 TO CLASSIFICATIONS - P3 OR R10DRY (INTERNAL AND P4 OR R11 WET(EXTERNAL)
DATE SCALE DRAWN BY
FEB 2021 C.L
PROJECT No.
6152
REV-
Revisions
DO NOT SCALE THIS DRAWING.FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS & CONTRACTORSTO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF WORKS.
DO NOT SCALE THIS DRAWING.FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS & CONTRACTORSTO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF WORKS.
FIXED OBSCURE TO 1.7m A.F.L FIXED OBSCURE TO 1.7m A.F.L FIXED OBSCURE TO 1.7m A.F.L
2.22BATHALUMINIUM FRAMEAWNING WINDOW
700
OBSCURE
A
2.23WCALUMINIUM FRAMEAWNING WINDOWOBSCURE
1100
1000
700
1700
400
1200
2.24BENCHALUMINIUM FRAMEAWNING WINDOW
A A A A A
F F F F
400
600
1100
1100
1000
2400
2.25RETREATALUMINIUM FRAMEAWNING WINDOWFIXED OBSCURE TO 1.7m A.F.L
A
1100
1000
2.26, 2.27BED 4ALUMINIUM FRAMEAWNING WINDOW
600
ALL GLAZING MUST COMPLY WITH AS.1288
WITHIN CLOSE PROXIMITY
BUILDER TO PLACE ORDER WITH WINDOW MANUFACTURERWITH STANDARD SIZES THAT MATCH THE ABOVE MEASUREMENTS
WINDOW MEASUREMENTS INDICATED MAY VARY FROM MANUFACTURED SIZES.
ORDER WITH MANUFACTURERWINDOW SIZES TO BE VERIFIED ON SITE PRIOR TO PLACING
ANY DISCREPANCIES PLEASE CONTACT OFFICE IMMEDIATELY
WITH EAVE DETAILS PRIOR TO ORDERING ROOF STRUCTUREBUILDER TO CONFIRM WINDOW HEAD HEIGHTS DO NOT CONFLICT
'OBS' DENOTES A WINDOW WHICH IS OBSCURED, FROSTED OR TRANSLUCENT - CONFIRM WITH CLIENT'CHK' DENOTES A MEASUREMENT WHICH NEEDS TO BE CONFIRMED ON SITE PRIOR TO ORDERING'a.f.l' DENOTES A MEASUREMENT ABOVE THE FINISHED FLOOR LEVEL.'REST' DENOTES A WINDOW WHICH HAS RESTRICTED OPENNABILITY OF 120mm MAXWINDOW AND DOOR ELEVATIONS ARE DRAWN AS VIEWED FROM THE OUTSIDE.
320
1845
460
1220
660 660670
920
670 670
220
670 670 670
220
860 1720 860
1520
670 670 670 670
1180
520 520 520 520
1220
52092
0520
920
520
920 32
0
520 520
920 32
0
520 520
320
520
520
920
520
920
520
920
820
920
2020
320
820
320
670 670
320
670 670
320
820
1120
F
A
520
920
370
1020
820
1020
520
320
520
320
520
320
620
920
620
920
620
920
1120
320
520 520 520 520
320
520
920
NOTES:
BEDROOM WINDOWS THAT OPEN UNDER 1700mm FROM THE FFL SHALL BERESTRICTED TO 125mm OR LESS, WHERE THE FLOOR LEVEL OF THE ROOMIS 2m OR MORE FROM THE SURFACE BENEATH ( EXCLUDING ROOFS).
WHERE THE RESTRICTING DEVICE OR SCREEN CAN BE REMOVED,UNLOCKED OR OVERRIDDEN, A PERMANENT BARRIER WITH A HEIGHT NOTLESS THAN 865mm ABOVE THE FLOOR IS REQUIRED TO THE OPENABLEWINDOW IN ADDITION TO WINDOW PROTECTION. THE BARRIER MUST NOTHAVE ANY HORIZONTAL OR NEAR HORIZONTAL ELEMENTS BETWEEN 150mmAND 760mm ABOVE THE FLOOR THAT FACILITATE CLIMBING.
DATE SCALE DRAWN BY
FEB 2021 C.L
PROJECT No.
6152
REV-
Revisions
DO NOT SCALE THIS DRAWING.FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS & CONTRACTORSTO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF WORKS.
3.18, 3.19ENS 2ALUMINIUM FRAMEAWNING WINDOWFIXED OBSCURE TO 1.7m A.F.L
1700
400
600 1500
3.20BED 2ALUMINIUM FRAMEAWNING WINDOW
1700
400
600
3.23, 2.34RETREATALUMINIUM FRAMEAWNING WINDOW
1100
1000
A
A
3.21, 3.22BED 2ALUMINIUM FRAMEAWNING WINDOW
2400
3.25, 3.26BED 4ALUMINIUM FRAMEAWNING WINDOW
1700
400
2100
1700
400
1500
3.27BATHALUMINIUM FRAMEAWNING WINDOW
1700
400
2100
3.28BED 3ALUMINIUM FRAMEAWNING WINDOW
ALL GLAZING MUST COMPLY WITH AS.1288
WITHIN CLOSE PROXIMITY
BUILDER TO PLACE ORDER WITH WINDOW MANUFACTURERWITH STANDARD SIZES THAT MATCH THE ABOVE MEASUREMENTS
WINDOW MEASUREMENTS INDICATED MAY VARY FROM MANUFACTURED SIZES.
ORDER WITH MANUFACTURERWINDOW SIZES TO BE VERIFIED ON SITE PRIOR TO PLACING
ANY DISCREPANCIES PLEASE CONTACT OFFICE IMMEDIATELY
WITH EAVE DETAILS PRIOR TO ORDERING ROOF STRUCTUREBUILDER TO CONFIRM WINDOW HEAD HEIGHTS DO NOT CONFLICT
'OBS' DENOTES A WINDOW WHICH IS OBSCURED, FROSTED OR TRANSLUCENT - CONFIRM WITH CLIENT'CHK' DENOTES A MEASUREMENT WHICH NEEDS TO BE CONFIRMED ON SITE PRIOR TO ORDERING'a.f.l' DENOTES A MEASUREMENT ABOVE THE FINISHED FLOOR LEVEL.'REST' DENOTES A WINDOW WHICH HAS RESTRICTED OPENNABILITY OF 120mm MAXWINDOW AND DOOR ELEVATIONS ARE DRAWN AS VIEWED FROM THE OUTSIDE.
820
920
520
920
520
920
520
1520
520 520 520
1520
820
1520
820
1520 2020
320
520
320
520
320
520
920
520
920
1420
320
520
920 A A A A
2320
320
2020
320
1420
320
2020
320
NOTES:
BEDROOM WINDOWS THAT OPEN UNDER 1700mm FROM THE FFL SHALL BERESTRICTED TO 125mm OR LESS, WHERE THE FLOOR LEVEL OF THE ROOMIS 2m OR MORE FROM THE SURFACE BENEATH ( EXCLUDING ROOFS).
WHERE THE RESTRICTING DEVICE OR SCREEN CAN BE REMOVED,UNLOCKED OR OVERRIDDEN, A PERMANENT BARRIER WITH A HEIGHT NOTLESS THAN 865mm ABOVE THE FLOOR IS REQUIRED TO THE OPENABLEWINDOW IN ADDITION TO WINDOW PROTECTION. THE BARRIER MUST NOTHAVE ANY HORIZONTAL OR NEAR HORIZONTAL ELEMENTS BETWEEN 150mmAND 760mm ABOVE THE FLOOR THAT FACILITATE CLIMBING.
ELECTRICAL PLAN
1:100@A3
DATE SCALE DRAWN BY
FEB 2021 C.L
PROJECT No.
6152
REV-
Revisions
DO NOT SCALE THIS DRAWING.FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS & CONTRACTORSTO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF WORKS.
EXTERIOR FLOOD LIGHT - 150 WATT MAX TWO WAY SWITCH
FLUORESCENT LIGHT - 50 WATT MAX
TW
WATER PROOF FITTINGWP
CEILING POWER POINTCPPPENDANT LIGHT POINT - 25 WATT MAXPL
CEILING FAN WITH LIGHT25 WATT MAX
HEATING AND COOLING UNITS, GARAGE POWER POINTS,POOL EQUIPMENT, OUTDOOR POWER POINTS, LIGHTING ANDLAUNDRY.
- SUPPLY AND INSTALL TV ANTENNA TO MANUFACTURERSSPECIFICATION WITH CONNECTION TO ALL NOMINATEDPOINTS. INSURE POWER POINT AT EACH TV ANTENNALOCATION.
- SUPPLY POWER POINT TO DISHWASHER LOCATION,COOKTOP, WALL OVEN, RANGEHOOD, FRIDGE RECESS,WASHING MACHINE AND APPLIANCE CUPBOARD LOCATIONS.
- PROVIDE POWER FOR HOT WATER SERVICE IN ACCORDANCEWITH MANUFACTURERS SPECIFICATIONS.
- PROVIDE POWER FOR WATER TANK PUMP SYSTEMS AT TANKLOCATION.
- PROVIDE POWER TO THE GARAGE CEILING FOR AUTOMATICDOOR UNIT AND ROOF TOP STORAGE AREA.
- PROVIDE POWER FOR SPA BATH PUMP.
ENS 1 BED 1
ENTRYPORCHDWELLING 1
BBQ
MEALS
OUTDOOR LIVING
LIVING
FIRE PLACE
WINE C/B
UP
DN
KITCHENL'DRY
ROBE
STUDY
UTILITY /HEATER
DOUBLE GARAGE
B'PTY
REF
PWD
HWS
1234
1516175
6789
1
DN
2 3 4 5 6 7 8
STEP
P/S
O/H
1011
STEP
L'DRY SHOOT
DN
DWELLING 1
LEISURE AREA
ENS 2
WIR
BATH
ENS 3
BED 4
BED 3
WIR WIR
123456789 11
12131415161718
WC
BED 2
10
1920
UP
DWELLING 1
CELLAR PWD
STORAGE
STORAGE
12345678
91112131415
ELECTRICAL PLAN
1:100@A3
DATE SCALE DRAWN BY
FEB 2021 C.L
PROJECT No.
6152
REV-
Revisions
DO NOT SCALE THIS DRAWING.FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS & CONTRACTORSTO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF WORKS.
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
PDR
PORCH
ROBE
BED 1
L'DRY
FIRE PLACE
GARAGE
ENTRY
DWELLING 2
REF
LIVING
C/B
LIN
KITCHENMEALS B'PTY
ENS
UP
HWS
1234567891011
1 2
UP123
O/H
12
ENS
WIR
BATHWC
DN
RETREAT
BED 3 BED 4
ROBE
ROBE
BENCH
DWELLING 2
BED 2
1234567891011121314151617
ELECTRICAL PLAN
1:100@A3
DATE SCALE DRAWN BY
FEB 2021 C.L
PROJECT No.
6152
REV-
Revisions
DO NOT SCALE THIS DRAWING.FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. BUILDERS & CONTRACTORSTO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF WORKS.
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.
UNIT 03 LIGHTING POWER DENSITYTOTAL CLASS 01 =
2m WATTS AREA: MAXIMUM:
WATTSTOTAL:
TOTAL CLASS 10 =2m WATTS
AREA: MAXIMUM:WATTS
TOTAL:
INTERNAL LIGHTING FIXTURES AS PER THE ENDORSED ELECTRICAL PLAN.CALCULATIONS BASED ON GENERAL WATTAGES AND NUMBER OF INDIVIDUALINTERNAL LIGHTING FIXTURES AS PER THE ENDORSED ELECTRICAL PLAN.