GENERAL NOTES NCC 2019 - (NATIONAL CONSTRUCTION CODE …

Fax. 03 5975 4497 Date:

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Job Number:

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Justin LewisRegistration No. 25777

Ph. 03 5973 4497

Mobile. 0439 744 545Email. [email protected]

Date AmendmentsIssue Project:

Address:

PROPOSED DWELLINGJ.L

64 PASADENA STREET,RYE

30/04/20

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1 OF 15

19-39

FORCONTERNO GROUP

Po Box 254, MorningtonVictoria 3931

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GENERAL NOTES NCC 2019 - (NATIONAL CONSTRUCTION CODE 2019):- ALL WORKS TO BE CARRIED OUT IN ACCORDANCE WITH BUILDING ACT 1993, BUILDINGREGULATIONS 2018, NCC AND RELEVANT STANDARDS- THE BUILDER AND SUBCONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, RELEVANT LEVELSAND DIMENSIONS ON-SITE PRIOR TO COMMENCING ANY BUILDING WORKS OR PREFABRICATION.- THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ANY STRUCTURAL ENGINEERINGCOMPUTATIONS OR STRUCTURAL DRAWINGS.- FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS.- ALL MATERIALS & METHODS OF CONSTRUCTION SHALL COMPLY WITH RELEVANT S.A.A. CODES,NCC AND LOCAL COUNCIL BY-LAWS.- WHERE DISTANCES FROM TOILET PAN TO ANY PART OF DOOR IS LESS THAN 1.2M THE DOOR ISTO OPEN OUTWARDS, SLIDE OR READILY REMOVABLE FROM OUTSIDE AS PER NCC PART 3.8.3.3.

- ALL WORKS SHALL COMPLY TO THE FOLLOWING AUSTRALIAN STANDARDS:

AS 1288 - GLASS IN BUILDINGS: SELECTION AND INSTALLATIONAS 1562 - DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDINGAS 1684 - NATIONAL TIMBER FRAMING CODEAS 1860 - INSTALLATION OF PARTICLEBOARD FLOORINGAS 2049 - ROOF TILESAS 2050 - FIXING OF ROOF TILESAS 2870 - RESIDENTIAL SLABS AND FOOTINGSAS 2904 - DAMP PROOF COURSES AND FLASHINGSAS 3600 - CONCRETE STRUCTURESAS 3660.1 - CODE OF PRACTICE FOR PHYSICAL BARRIERS USED IN THE PROTECTION OF BUILDINGSAGAINST SUBTERRANEAN TERMITES.AS 3700 - MASONRY IN BUILDINGSAS 3786 - SMOKE ALARMSAS 4055 - WIND LOADING FOR HOUSINGAS 4100 - STEEL STRUCTURES

WET AREAS:

- TO COMPLY WITH AS 3740-2010- PROVIDE IMPERVIOUS FLOOR & WALL FINISHES TO ALL WET AREAS IN ACCORDANCE WITH NCCPART 3.8.1.2.- ALL WET AREAS TO COMPLY WITH THE NCC PART 3.8.1 & AS 3740-2010.WALL FINISHES SHALL BE IMPERVIOUS TO A HEIGHT OF 1800MM. VERTICAL OF FLOOR TO SHOWERENCLOSURES AND 150MM ABOVE BATHS, BASINS, SINKS & TROUGHS IF WITHIN 75MM FROM WALL.- PROVIDE IMPERVIOUS FLOOR COVERINGS TO ALL WET AREAS TO THE SATISFACTION OF THEBUILDING SURVEYOR.

DRAINAGE:

- CONNECT STORMWATER AND SULLAGE DRAINS INTO LEGAL POINTS OF DISCHARGE, ALL DRAINSSHALL COMPLY WITH LOCAL AUTHORITIES REGULATIONS AND AS 3500.3-2015.- ALL EXISTING UNDERGROUND SERVICES ARE TO BE LOCATED PRIOR TO EXCAVATION FOR NEWPIPE LINES AND NO EXISTING SERVICE SHALL BE DISCONNECTED OR DISTURBED WITHOUTAPPROVAL FROM ENGINEER.- PROVIDE 90MM Ø AGRICULTURAL DRAINS TO THE BASE OF ALL EXCAVATION BANKS ANDRETAINING WALLS - CONNECT TO STORMWATER VIA SILT PIT.- STORMWATER DRAINS SHALL BE 100MM Ø AT A GRADE OF 1:100 UNLESS NOTED OTHERWISE.- ALL PIPE JUNCTIONS SHALL BE WITH A 45°JOINT.- ALL UPVC PIPES SHALL CONFORM TO AS 1260-2017 "UNPLASTICISED PVC (UPVC) PIPES ANDFITTINGS FOR SEWAGE APPLICATIONS" PART 1 TO 5.- THE SITE SHOULD BE DRAINED SO THAT THE WATER CANNOT POND AGAINST OR NEAR THEBUILDING.- THE GROUND IMMEDIATELY ADJACENT TO THE BUILDING SHOULD BE GRADED TO FALL 50MMOVER THE FIRST METER. WHERE THIS IS IMPRACTICABLE (I.E. SEVERAL SLOPING SITES) USE AGGIEDRAINS ADJACENT TO THE FOOTINGS WHERE THE GROUND FALLS TOWARDS THE BUILDING.

SURFACE DRAINAGE:

- THE GROUND BENEATH SUSPENDED FLOORS MUST BE GRADED SO THAT THE AREA BENEATHTHE BUILDING IS ABOVE THE ADJACENT EXTERNAL FINISHED GROUND LEVEL AND SURFACEWATER IS PREVENTED FROM PONDING UNDER THE BUILDING.- UNLESS OTHERWISE NOTE, ALL BATTERS TO EXCAVATIONS TO BE AT 45° MAX.- PROVIDE 1000MM CLEAR FROM BASE OF CUT TO BUILDING AND/OR RETAINING WALLS ANDGRADE AWAY FROM BUILDING AND/OR RETAINING WALLS WITHIN 1:20 MINIMAL FALL.- UNLESS OTHERWISE NOTED, ALL SITE LEVELS ARE TO ARBITRARY DATUM.

SMOKE ALARMS:

- SMOKE ALARMS TO COMPLY WITH AS 3786-2014.- SMOKE ALARMS TO BE INSTALLED IN ACCORDANCE WITH NCC PART 3.7.2- SMOKE ALARMS MUST BE CONNECTED DIRECTLY TO MAINS POWER AND INTERLINKED.

SOIL CONDITIONS:

- REFER TO SOIL REPORT FOR SOIL CLASSIFICATIONS AND FOUNDING DEPTHS.

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EXPOSED STEEL:

- ALL EXPOSED STEEL TO BE HOT DIPPED GALVANIZED.- ALL EXTERNAL STEEL LINTELS ARE TO BE HOT DIPPED GALVANIZED AND THE WALL TIES PROVIDEDARE TO BE STAINLESS STEEL (PART 3.4.2 & TABLE 3.4.2.2 OF NCC).- FOR BUILDINGS IN CLOSE PROXIMITY TO THE SEA, ENSURE THAT ALL STEELWORKS, MASONRY CAVITYTIES AND STEEL LINTELS, ETC THAT ARE EMBEDDED OR FIXED INTO MASONRY BE PROTECTED INACCORDANCE WITH A.S. 3700-2018 - HOT DIPPED GALVANIZED STAINLESS STEEL OR CADMIUM COATED.

MECHANICAL VENTILATION:

- PROVIDE MECHANICAL VENTILATION IN ACCORDANCE WITH NCC PART 3.8.5 AS REQUIRED. ALLEXHAUST FANS ARE TO DISCHARGE TO THE EXTERIOR OF THE BUILDING (OUTSIDE AIR).

FOOTINGS:

- REINFORCED CONCRETE STRIP FOOTINGS & PAD FOOTINGS TO ENGINEERS DESIGN. FOOTINGCONSTRUCTION TO COMPLY WITH NCC PART 3.2 & A.S. 2870-2011.

WALL FRAMING:

- TIMBER WALL FRAMING IS TO COMPLY WITH AS 1684-2010 "RESIDENTIAL TIMBER FRAMEDCONSTRUCTION" AND WITH SUPPLEMENTARY TABLES.- PROVIDE DOUBLE STUD, STUMP & PAD UNDER ALL LOAD POINTS.

- ALL STRUCTURAL STEEL IS TO COMPLY WITH A.S. 4100 "STEEL STRUCTURES CODE WALL TIE DOWNSARE TO BE INSTALLED AT 1800 CTS. (EVERY 4TH STUD).- THE TYPES OF WALL TIE DOWNS MAY BE INCLUSIVE OF METAL STRAPS, BOLTS, SCREWS, COACHSCREWS AND FRAMING ANCHORS.

MASONRY:

- ALL MASONRY WORK IS TO COMPLY WITH A.S. 4773-2016 "MASONRY CODE" AND NCC PART 3.3CONCRETE STRUCTURES.- ALL CONCRETE STRUCTURES ARE TO COMPLY WITH A.S. 3600-2009 & NCC PART 3.2 & 3.3.

INSULATION:

- AUSTRALIAN STANDARD: A.S. 3742-1990 MINERAL WOOL THERMAL INSULATION-BATT AND BLANKET.- PROVIDE INSULATION TO WALLS AND CEILINGS AS PER ENERGY REPORT.- R-VALUES : REFER TO ENERGY REPORT (REPORT NUMBER....).- PROVIDE SOUND-DAMPENING AND SARKING TO METAL ROOFS:50MM THICK FIBREGLASS BLANKETS.SISILATION FLAMMABILITY INDEX NO GREATER THAN 5. SUPPLY AND INSTALL SISILATION.

WINDOWS/GLAZING:

- ALL WINDOWS SHALL CONFORM TO A.S. 2047-2014 AND ALL GLAZING TO A.A.1288-2006 & NCC PART 3.6GLAZING WITHIN 2000MM OF THE FFL IN BATHROOM OR ENSUITES IS TO BE GRADE A SAFETY GLASS.- ALL SIZES SHOWN ARE NOMINAL SHOULD BE COMPARED TO MANUFACTURES STANDARD SCHEDULEBEFORE CONSTRUCTION COMMENCES.- NON-STANDARD WINDOWS TO HAVE SIZES CHECKED ON SITE PRIOR TO MANUFACTURING REFER TOELEVATIONS FOR SASH ARRANGEMENT.- ALL WINDOW SIZES & CLEARANCES TO BE CHECKED ON SITE PRIOR TO MANUFACTURING INSULATION:GRADE A SAFETY GLASS IS REQUIRED TO ALL GLAZING IN BATHROOMS, ENSUITES, SPA ROOMS,SHOWER DOORS, SHOWER SCREENS, BATH ENCLOSURES AND ASSOCIATED WINDOWS WHERE THELOWEST.- SIGHT LINE IS LESS THAN 2.0M ABOVE THE HIGHEST ABUTTING FINISHED LEVEL OF THE FLOOR,BOTTOM OF THE BATH OR SHOWER BASE.- PLEASE NOTE THAT WINDOWS CAPABLE OF BEING MISTAKEN FOR A DOORWAY OR OPENING ANDGREATER THAN 500MM IN WIDTH, 1M IN HEIGHT AND WITHIN 700MM OF THE FINISHED FLOOR ARE TO BEPROVIDED WITH MID-HEIGHT MOTIF WITHIN ITS PANEL IN ACCORDANCE WITH PART 3.6.4.6 OF THE NCC.SAFETY GLASS TO BE USED IN THE FOLLOWING CASES:

I) ALL ROOMS - WITHIN 500MM VERTICAL OF THE FLOORII) BATHROOMS - WITHIN 2000MM VERTICAL OF THE BATH BASEIII) LAUNDRY - WITHIN 1200MM VERTICAL OF THE FLOOR AND/OR WITHIN 300MM HORIZONTAL FROMDOORSIV) DOORWAY - WITHIN 300MM HORIZONTAL FROM ALL DOORSV) SHOWER SCREENS SHALL BE GRADE A SAFETY GLASS

CEILING HEIGHTS:

- MUST BE NOT LESS THAN:(A) 2.4M MIN IN A HABITABLE ROOM EXCLUDING A KITCHEN(B) 2.1M MIN IN A KITCHEN, CORRIDOR, PASSAGEWAY OR THE LIKE. BATHROOM, SHOWER ROOM,LAUNDRY, SANITARY COMPARTMENT, AIRLOCK, PANTRY, STORE ROOM, GARAGE, CAR PARKING AREAOR THE LIKE.(C) 2.1M MIN IN AN ATTIC ROOM WITH A SLOPING CEILING OR PROJECTION BELOW CEILING LINE OR NON-HABITABLE ROOM OR SIMILAR SPACE-HEIGHT THAT DOES NOT UNDULY INTERFERE WITH THE PROPERFUNCTION OF THE ROOM OR SPACE.(F) 2.0M MIN IN A STAIRWAY MEASURED VERTICALLY ABOVE THE NOSING LINE.

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TRUSS/POSI-STRUTT:

- PROVIDE AN ELECTRONIC COPY OF THE ROOF TRUSS AND OR POSI-STRUT MANUFACTURERS DESIGNAND LAYOUT OF THE BEAMS ARE TO BE SUBMITTED PRIOR TO THE FRAME INSPECTION BEING CARRIEDOUT.

NOTE: THE FRAME INSPECTION WILL NOT BE CARRIED OUT UNTIL SUCH TIME THAT COPY OF FULL TRUSSCOMPUTATIONS AND LAYOUT OR PROVIDE AN ELECTRONIC COPY OF ROOF TRUSS OR POSI-STRUT.

- COMPUTATIONS (ROOF & POSI DESIGN INCLUSIVE) AND LAYOUT PLANS ARE TO BE SUBMITTED PRIOR TOTHE ARRANGEMENT OF THE FRAME INSPECTION. THE WALL AND ROOF BRACING LAYOUT INCONJUNCTION WITH THE ROOF TIEDOWN DETAILS ARE TO FORM PART OF THE DOCUMENTATIONSUBMITTED. THIS WILL BE MADE A CONDITION ON THE BUILDING PERMIT.

CONCRETE:

- CONCRETE STRENGTH 25MPA (MIN) AT 28 DAYS.- ALL CONCRETE MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH A.S 3600-2001CONCRETE STRUCTURES CODE.- ALL CONCRETE SHALL BE CURED IN ACCORDANCE WITH A.S 3600-2009.- ALL REINFORCEMENT TO BE LAID AND LAPPED TO MANUFACTURERS SPECIFICATIONS ON APPROVEDBAR CHAIRS.- ALL WORKS TO BE IN ACCORDANCE WITH A.S. 2870-2011.- OWNERS MUST RECOGNISE THEIR RESPONSIBILITIES NOTED IN A.S. 2870-2011 AMENDMENT 4 & MOREDETAIL IN CSIRO PUBLICATION "GUIDE TO HOMEOWNERS ON FOUNDATION MAINTENANCE ANDPERFORMANCE"

EXCAVATIONS:

- ALL EXCAVATIONS SHOULD BE CAREFULLY INSPECTED BY A COMPETENT PERSON AND THIS OFFICECONTACTED IMMEDIATELY IF CONDITIONS OTHER THAN THOSE DESCRIBED IN THE SOIL REPORT AREENCOUNTED.

CONCRETE SLAB:

- REINFORCED CONCRETE FLOOR SLAB TO ENGINEERS DESIGN.PROVIDE 0.2MM POLYTHENE MOISTURE BARRIER UNDER SLAB, ON 50MM SAND BED, 150MM FREEBOARDTO SLAB TOO COMPLY WITH NCC PART 3.2 & A.S. 2870-2011.

FLOORING:

- REINFORCED CONCRETE FLOOR SLAB TO ENGINEERS DESIGN.PROVIDE 0.2MM POLYTHENE MOISTURE BARRIER UNDER SLAB, ON 50MM SAND BED, 150MM FREEBOARDTO SLAB FLOORS.- CONSTRUCTION OF CONCRETE SLAB TO COMPLY WITH NCC PART 3.2 & A.S. 2870-2011.

SUB-FLOOR:

- SUB-FLOOR VENTILATION IS TO BE INSTALLED AT A MINIMUM OF EVERY 6000M² PER METRE RUN OFWALL IN COMPLIANCE WITH PART 3.4.1 OF THE NCC.- THE SUB-FLOOR ACCESS DOOR IS TO BE LOCATED IN A READILY ACCESSIBLE POSITION.

ROOFING:

- FALL, PITCH AND PROFILE OF THE ROOF TO BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING-CORRUGATED (MIN 5 DEG.) TRAPEZOIDAL (MIN 3 DEG.) CONCEALED FASTENED (MIN 1 DEG.) SELECTED COLORBONDROOFING @ SPECIFIED PITCH.- TIMBER ROOF FRAMING IS TO COMPLY WITH A.A. 1684-2010 'RESIDENTIAL TIMBER FRAMEDCONSTRUCTION' & WITH ANY SUPPLEMENTARY TABLES.- TIMBER ROOF TRUSSES AT 900MM CTS TO MANUFACTURERS SPECIFICATIONS- PROVIDE GALV. IRON CROSS BRACING OVER ROOF TRUSSES.- PLASTERBOARD CEILING LINING 4.5MM F.C. SHEET EAVES- EXPOSED COLORBOND GUTTERS AND FACIAS, INSTALLED PER NCC PART 3.5.2.

STAIRS, NOSING BALUSTRADING:

- STAIRS, STEPS & LANDINGS TO COMPLY WITH NCC PART 3.9.- RISERS - 115MM MIN. 190MM MAX. GOINGS - 240MM MIN 355MM MAX.- HANDRAIL TO BE 865MM ABOVE NOSING OF TREAD.- 1000MM HIGH BALUSTRADING & 865 ABOVE STAIR NOSING.- 125MM MAXIMUM BETWEEN BALUSTERS.- PROVIDE 2000MM MIN HEAD ROOM CLEARANCE FROM TREAD.- RISER AND TREAD DIMENSIONS (MAX RISE OF 190MM AND MIN TREAD OF 240MM) INCLUSIVE OFHANDRAIL (865MM ABOVE NOSING) AND BALUSTRADE (1000MM ABOVE FFL AND MAX GAP OF 125MMBETWEEN BALUSTERS AND OPEN RISERS).- MAX 3 RISERS OR 570MM WITHOUT A LANDING TO DOOR OPENING.- SLOPE RELATIONSHIP 2R + G 550MIN - 700MAX THE MAXIMUM GAP. BETWEEN RISERS IN OPEN STAIRS IS125MM WHERE THE STAIR IS I EXCESS OF 1000MM ABOVE THE ADJACENT FLOOR LEVEL.- IF ANY PART OF RAISED FLOORING (DECKS INCLUDED) HAVE A FINISHED FLOOR LEVEL GREATER THAN1M FROM THE FINISHED GROUND LEVEL, A BALUSTRADE WILL NEED TO BE PROVIDED TO THE PERIMETEROF THE DECK AT A MINIMUM HEIGHT OF 1000MM FROM THE DECK LEVEL AND A MAXIMUM GAP OF 125MMBETWEEN BALUSTRADES.- WHERE THE FLOOR LEVEL IS MORE THAN 4000MM ABOVE THE ADJACENT GROUND LEVEL OPENABLEWINDOWS WITHIN 1000MM OF THE FINISHED FLOOR LEVEL SHALL BE RESTRICTED SO THE OPENINGS DONOT EXCEED 125MM.

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TREAD TO STAIRS:

- ALL TREADS ARE TO HAVE A NON-SLIP FINISH OR A NON-SLIP STRIP IS TO BE PROVIDED TO THE NOSING.TREADS MUST HAVE THE FOLLOWING IN ACCORDANCE WITH CLAUSE 3.9.1.4(I) A SURFACE WITH A SLIP-RESISTANCE CLASSIFICATION NOT LESS THAN THAT LISTED IN TABLE 3.9.1.3 WHENTESTED IN ACCORDANCE WITH A.S. 4586-2013; OR(II) A NOSING STRIP WITH A SLIP-RESISTANCE CLASSIFICATION NOT LESS THAN THAT LISTED IN TABLE 3.9.1.3WHEN TESTED IN ACCORDANCE WITH A.S.4586-2013.

HANDRAILS:

- A HANDRAIL IS TO BE PROVIDED ALONG AT LEAST ONE SIDE OF THE INTERNAL STAIRS.- THE TOP SURFACE OF THE HANDRAIL IS TO BE NOT LESS THAN 865MM VERTICALLY ABOVE THE NOSINGS OFTHE STAIR TREADS AND HAVE NO OBSTRUCTION ON, OR ABOVE.

PROTECTION OF OPENABLE WINDOWS:

- A WINDOW OPENING MUST BE PROVIDED WITH PROTECTION, IF THE FLOOR BELOW THE WINDOW IN ABEDROOM IS 2M OR MORE ABOVE THE SURFACE BENEATH.- WHERE THE LOWEST LEVEL OF THE WINDOW OPENING IS LESS THAN 1.7M ABOVE THE FLOOR, A WINDOWOPENING MUST COMPLY WITH THE FOLLOWING:(I)THE OPENABLE PORTION OF THE WINDOW MUST BE PROTECTED WITH -(a) A DEVICE TO RESTRICT THE WINDOW OPENING; OR(b) A SCREEN WITH SECURE FITTINGS.

(II) A DEVICE OR SCREEN REQUIRED BY (I) MUST -(a) NOT PERMIT A 125MM SPHERE TO PASS THROUGH THE WINDOW OPENING; OR A SCREEN AND(b) RESIST AN OUTWARD HORIZONTAL ACTION OF 250 N AGAINST THE -

(AA) WINDOW RESTRAINED BY A DEVICE; OR(BB) SCREEN PROTECTING THE OPENING; AND(C) HAVE A CHILD RESISTANT RELEASE MECHANISM IF THE SCREEN OR DEVICE IS ABLE TO BE REMOVED,UNLOCKED OR OVERRIDDEN.

LIGHTING:

- MAINS ELECTRICITY SUPPLY,TELSTRA AND OTHERS TO BE LOCATED IN ACCORDANCE WITH THE RESPONSIBLEAUTHORITIES REQUIRE,ENTS.- ALL ELECTRICAL SWITCHES AND POINTS SHALL BE INSTALLED IN ACCORDANCE WITH A.S. 3000-2018, NCC ANDELECTRICAL AUTHORITIES REQUIREMENTS.- PROVIDE SAFETY SWITCHES (RCD) TO ALL LIGHTING AND POWER POINT CIRCUITS.

TIMBER FRAMING:

- TIMBER WALL FRAMING IS TO COMPLY WITH A.S. 1684-2010 "RESIDENTIAL TIMBER FRAMED CONSTRUCTION"AND WITH SUPPLEMENTARY TABLES.- PROVIDE DOUBLE STUD, STUMP & PAD UNDER ALL LOAD POINTS.- ALL STRUCTURAL STEEL IS TO COMPLY WITH A.S. 4100-1998 "STEEL STRUCTURES CODE".- BRACING AND TIE DOWNS TO A.S. 1684-2010- ALL BRACING LAYOUT IN CONJUNCTION WITH THE WALL TIE DOWN DETAILS (TOP PLATES TO STUDS) ARE TOCOMPLY WITH A.S. 1684-2010.- WALL BRACING TO BE INSTALLED IN ACCORDANCE WITH A.S. 1684-2010 (NO BRACES GREATER THAN 9MAPART).- WALL TIE DOWNS (TOP PLATES TO STUDS) ARE TO BE INSTALLED AT MINIMUM 1800 CTRS (EVERY 4TH STUD).- THE TYPES OF WALL TIE DOWNS MAY BE INCLUSIVE OF METAL STRAPS, BOLTS, SCREWS, COACH SCREWS ANDFRAMING ANCHORS.- WALL BRACING NO GREATER THAN 9M APART.- WALL BRACING AND TIE DOWNS TO A.S. 1684-2010.- PROVIDE DOUBLE STUDS, STUMPS & PADS UNDER ALL LOAD POINTS.

ARTIFICIAL LIGHTING:

- COMPLIANCE REQUIRED AS FOLLOWS (CLASS 1 BUILDING 5 W/M2 - VERANDAH OR BALCONY ATTACHED TOCLASS 1 4 W/M2 - CLASS 10 BUILDING 3 W/M2).

TERMITE TREATMENT:

- WHERE REQUIRED - THE SITE IS TO BE TREATED AGAINST SUBTERRANEAN TERMITES IN ACCORDANCE WITHA.S. 3660.1-2014 TO LOCAL AUTHORITIES SATISFACTION- A.S. 3660.1-2014 TERMITE MANAGEMENT REQUIRES A MINIMUM OF 400MM CLEARANCE FROM GROUND LEVELTO THE UNDERSIDE OF THE BEARER (THIS CAN BE REDUCED TO 200MM ON A PARTICLEBOARD FLOOR OVER THEFIRST 2M ON A SLOPING SITE WITH STRIP FOOTING OR 200MM FOR FLOORS WITH PARTICLE BOARD FLOORING.

Fax. 03 5975 4497 Date:

Drawn:

Job Number:

Issue:

Sheet No:


Ph. 03 5973 4497



Address:



30/04/20

A

2 OF 15

19-39

FORCONTERNO GROUP


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MECHANICAL VENTS:

- ANY CONTAMINATED AIR FROM A SANITARY COMPARTMENT OR BATHROOM MUST HAVEA. EXHAUST DIRECTLY TO OUTSIDE THE BUILDING BY WAY OF DUCTS

DOWNPIPES:- 100 X 50 DOWNPIPES ARE REQUIRED TO BE PROVIDED AT 12M MAXIMUM SPACING (AND SERVE NO GREATERTHAN 12M GUTTER LENGTH) AND ARE TO BE CONNECTED TO THE APPROVED POINT OF DISCHARGE T THESATISFACTION OF THE RELEVANT BUILDING SURVEYOR.

TOILET DOORS:

- TOILET DOORS ARE TO BE FITTED WITH REMOVABLE HINGES; ORARE TO SWING OUT, OR BE SLIDING WHERE THE HINGE SIDE OF DOORWAY IS WITHIN 1200MM OF THE PAN.

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FLASHING:

- ALL FLASHING TO BE INSTALLED IN ACCORDANCE WITH A.S./N.Z.S. 2904-1995.

ARTICULATION JOINTS:

- ARTICULATION JOINTS ARE TO COMPLY WITH PART 3.3.1 OF THE NCC (MINIMUM EVERY 6M CENTRES). A.S. 3700 TABLE 4.3.

CONTOUR LEVELS:- CONTOUR LEVELS (RELATIVE LEVELS) AND LEGAL POINT OF DISCHARGE TO BE DETERMINED PRIOR TO CONSTRUCTION.

LOGS FOR PILES OR PIERS:

- UPON COMPLETION, PROVIDE A COMPLETE COPY OF THE RECORDS FOR THE PILE / PIER DRIVING OPERATIONS.

STEEL PROTECTION:

- ALL EXTERNAL STEEL LINTELS ARE TO BE HOT DIPPED GALVAIZED AND THE WALL TIES PROVIDED ARE TO BE STAINLESSSTEEL, PLEASE CONFIRM THIS ON PLAN (PART 3.4.2 & 3.4.2.2 OF THE NCC).

LIFT OFF HINGES:

- REMOVABLE HINGES TO BE PROVIDED TO POWDER ROOMS, WC'S, ENSUITES AND BATHROOMS WHERE DOOR SWINGSINWARD AND IS LESS THAN 1.2M FROM HINGE SIDE OF DOORWAY.

FRAMELESS GLASS BALUSTRADING:- IF SELECTED & PRIOR TO INSULATION PROVIDE DETAILS / MANUFACTURERS SPECIFICATIONS FOR THE FRAMELESS GLASSBALUSTRADING INCLUDING THE METHOD OF FIXING THE GLASS ALL GLAZED BALUSTRADE PANELS ARE TO BE SHOWN TOCOMPLY WITH A.S. 1170.1-2002 (CLAUSE 3.6 AND TABLE 3.3).- IF SELECTED PROVIDE DETAILS / MANUFACTURERES SPECIFICATIONS FOR THE BALCONY / INTERNAL STAIRCASEFRAMELESS GLASS BALUSTRADING INCLUDING THE METHOD OF FIXING THE GLASS.- THE GLAZED PANELS ARE TO BE SHOWN TO COMPLY WITH A.S. 1288-2006 SECTION 7 CLAUSES 7.3.2 TO 7.3.6 AND / ORA.S./N.Z.S. 1170.1-2002 (CLAUSE 3.6 AND TABLE 3.3).

NATURAL LIGHTING & VENTILATION:

- PLEASE ENSURE COMPLIANCE WITH 3.8.4 & 3.8.5 WITH LIGHT (10% OF FLOOR AREA) AND VENTILATION (5% OF ROOMFLOOR AREA).- PROVIDE EXHAUST FANS TO BATHROOMS, LAUNDRY, ENSUITES, WC, POWDER ROOMS WHERE VENTILATION IS NOTACHIEVED.

WEEP HOLES:

- WEEP HOLES TO BRICKWORK MUST BE PROVIDED IN THE COURSE IMMEDIATELY ABOVE THE DAMP PROOF COURSE ORFLASHING AT CENTRES NOT EXCEEDING 1.2M.

ENERGY EFFICIENCY:

- THE WORKS ARE TO BE CARRIED OUT IN ACCORDANCE WITH ENERGY REPORT..... AND ENDORSED PLANS.- COMPLIANCE IS REQUIRED IN ACCORDANCE WITH PART 3.12.5 OF THE NCC (SERVICES) INCLUSIVE OF ARTIFICALLIGHTING COMPLIANCE (CLASS 1 BUILDING 5 W / M2 - VERANDAH OR BALCONY ATTACHED TO CLASS 1 4 W / M2 - CLASS 10BUILDING 3 W/M2).- THE SOLAR WATER HEATER SYSTEM IS TO HAVE 60% SOLAR GAIN INSTALLED IN ACCORDANCE WITH THE PLUMBINGREGULATIONS 2008 (WHERE APPLICABLE - NEW DWELLINGS ONLY).- THE 2000 LITRE RAINWATER TANK IS TO BE SERVED BY A ROOF AREA OF NO LESS THAN 50M² CATCHMENT AREACONNECTED TO SANITARY FLUSHING SYSTEMS (WHERE APPLICABLE - NEW DWELLINGS ONLY).

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PROPERTY PROTECTION:

- BEFORE AND DURING THE CARRING OUT OF BUILDING WORK AND EXCAVATIONS THE ALLOTMENT SHOULD BE FENCED OROTHERWISE GUARDED AGAINST BEING A DANGER TO LIFE OR PROPERTY.- NO BUILDING WORKS ARE TO ENCROACH OVER THE TITLE BOUNDARY INCLUSIVE OF ANY EQUIPMENT USED ON, OVER,

UNDER OR IN THE AIR SPACE OF THE ADJOINING PROPERTIES WITHOUT OBTAINING ADJOINING OWNER CONSENT VIAPROTECTION WORKS NOTICES PURSUANT TO PART 7 OF THE BUILDING ACT 1993 & BUILDING REGULATION 602 & 603 (WHEREAPPLICABLE).

- PLEASE NOTE THAT BEFORE AND DURING THE CARRYING OUT OF BUILDING WORK ALL EXCAVATIONS AND CONSTRUCTIONWORKS SHOULD BE FENCED OR OTHERWISE GUARDED AGAINST BEING ADANGER TO LIFE OR PROPERTY.- WHERE WORKS ARE ON OR NEAR AN ALLOTMENT BOUNDARY, IT IS RECOMMENDED THAT A LICENSED LAND SURVEYORPREPARE A 'RE ESTABLISHMENT BOUNDARY SURVEYOR' TO ACCURATELY DETERMINE WHERE THE 'ALLOTMENT / TITLEBOUNDARIES' ARE LOCATED.NOTE: IT IS THE OWNERS & BUILDERS RESPONSIBILITY TO ENSURE ACCURATE BOUNDARY SETBACKS.SETBACKS ARE TAKEN TO 'TITLE BOUNDARIES', NOT TO EXISTING BOUNDARY FENCES.

DRIVEWAY GRADIENT:- THE MAXIMUM GRADIENT OF THE DRIVEWAY SHALL NOT EXCEED 1:8.- ALL DRIVEWAYS AND PARKING AREAS TO COMPLY WITH A.S./N.Z.S 2890.1-2004 "PARKING FACILITIES" FOR PRACTICALITY THEMAXIMUM GRADIENT OF THE DRIVEWAY SHALL NOT EXCEED 1:8 (12.5%) AND 1:20 (5%) ACROSS COUNCIL FOOTPATHS(CLAUSES 2.5.3 (D) PAGE 26, 2.6.2 & APPENDIX C).

EXHAUST FANS:- PLEASE NOTE ON PLAN THAT EXHAUST FANS ARE TO DISCHARGE TO OUTSIDE AIR.

FIRE HAZARD PROPERTIES:

- THE FIRE HAZARD PROPERTIES OF MATERIALS USED IN CONSTRUCTION ARE TO COMPLY WITH THE FOLLOWING; SARKINGTYPE MATERIALS USED IN CONSTRUCTION ARE TO HAVE A FLAMMABILITY INDEX NOT GREATER THAN 5 AND FLEXIBLEDUCTWORK USED FOR THE TRANSFER OF PRODUCTS INITIATING FROM A HEAT SOURCE THAT CONTAINS A FLAME MUSTCOMPLY WITH THE FIRE HAZARD PROPERTIES SET OUT IN A.S. 4254.

CONCRETE STUMPS:- 100MM SQ. UP TO 1400MM LONG (1 NO. HAD WIRE);- 100MM SQ 1401MM TO 1800MM LONG (2 NO. HAD WIRE);- 125MM SQ. 1801MM TO 3000MM LONG (2 NO. HAD WIRE);NOTE: PROVIDE BRACING FOR ALL STUMPS EXCEEDING 1200MM ABOVE GROUND.

REGULATION 233 - (WHERE APPLICABLE):- THE PROPOSED ALTERATIONS REPRESENT MORE THAN HALF THE ORIGINAL VOLUME OF THE BUILDING AND PURSUANT TOBUILDING REGULATION 233,- THE ENTIRE BUILDING MUST BE BROUGHT INTO CONFORMITY WITH BUILDING REGULATIONS 2018.- PRACTICAL IMPROVEMENTS ARE TO BE MADE TO THE EXISTING PART OF THE DWELLING ON THE FOLLOWING:A. DOWNPIPESB. SMOKE ALARMSC. LIGHT AND NATURAL VENTILATIOND. WET AREASE. SELF-CLOSING EXHAUST FANSF. ROOF INSULATIONG. SUB-FLOOR VENTILATION/INSULATIONH. ENERGY EFFICIENCY - SEAL ALL GAPS AND CRACKS, WEATHER STRIP ALL EXTERNAL DOORS AND WINDOWS ETC.NOTE: NCC REQUIREMENTS FOR GLAZING, FIRE SAFETY, HEALTH & AMENITY, SAFE MOVEMENT & ACCESS AND ENERGYEFFICIENCY.

FIRE PLACE:

- THE FIRE PLACE IS TO BE CONSTRUCTED IN ACCORDANCE WITH PART 3.7.3 OF THE NCC.

FIRE RATINGS (FRL):

- WHERE REQUIRED BY PART 3.7.1 OF THE NCC - ANY WALL WITHIN 900MM OF THE ALLOTMENT BOUNDARY IS TO BECONSTRUCTED TO ACHIEVE AN FRL OF 60/60/60TO THE UNDERSIDE OF THE NON-COMBUSTIBLE ROOF COVERING.

- CLASSIFICATION = BUSHFIRE ATTACK LEVEL TO BE DETERMINED BY BUSHFIRE ASSESSMENT REPORT BAL LEVEL &REQUIREMENTS TO BE INCORPORATED ONTO PLANS (WHERE REQUIRED).

• SITING - RESCODE PART 5 OF BUILDING REGULATIONS 2018 (WHERE APPLICABLE & TOWN PLANNING HAS NOTCONSIDERED PERSUANT TO CLAUSE 54 OR 55)

REG. 73. MAXIMUM STREET SETBACK -

REG. 74. MINIMUM STREET SETBACKS -

REG. 75. BUILDING HEIGHT/ OVERALL BUILDING HEIGHTS -

REG. 76. SITE COVERAGE - CONFIRM SITE COVERAGE OF THE ALLOTMENT AS NOT EXCEEDING 60% OF THE ALLOTMENT.

REG. 77. PERMEABILITY - CONFIRM THE ALLOTMENT WILL ACHIEVE 20% PERMEABLE AREA.

REG. 79. SIDE AND REAR SETBACKS -

REG. 80. WALLS AND CARPORTS ON BOUNDARIES -

REG. 81. DAYLIGHT TO EXSTING HABITABLE ROOM WINDOWS - A BUILDING MUST BE SET BACK FROM A HABITABLE ROOMWINDOW IN AN EXISTING DWELLING ON AN ADJOINING ALLOTMENT TO PROVIDE FOR A LIGHT COURT TO THEWINDOW THAT HAS A MINIMUM AREA OF 3M² AND A MINIMUM DIMENSION OF 1M CLEAR TO THE SKY, PLEASECONFIRM THIS HAS BEEN ACHIEVED.

REG. 82. SOLAR ACCESS TO EXISTING NORTH-FACING HABITABLE ROOM WINDOWS - BUILDING HEIGHT MORE THAN 3.6M BUTNOT MORE THAN 6.9M = MINIMUM SETBACK OF 1000MM PLUS AN ADDITIONAL DISTANCE CALCULATED AT THERATE OF 300MM FOR EVERY METRE OF HEIGHT ABOVE 3.6M.

REG. 83. OVERSHADOWING OF RECREATIONAL PRIVATE OPEN SPACE - PROVIDE SHADOW DIAGRAMS FOR THE HOURS OF9.00AM AND 3.00PM ON THE 22ND SEPTEMBER AS REQUIRED BY BUILDING REGULATION 83.

REG. 84. OVERLOOKING - SCREENING / CONSIDERATIONS - NOTE THE FOLLOWING WHEN CONSIDERING OVERLOOKING IN THECASE OF DIRECT LINE OF SIGHT FROM A RAISED OPEN SPACE, THE LINE OF SIGHT IS ANY LINE MEASURED FROMA HEIGHT OF 1.7M ABOVE THE FLOOR LEVEL AND ALONG THE PERIMETER OF THE RAISED OPEN SPACE TO ANYPOINT WITHIN A HORIZONTAL DISTANCE OF 9M FROM THE RAISED OPEN SPACE AND EXTENDING 45° BEYOND ANYPOINT WHERE THE PERIMETER OF THE RAISED OPEN SPACE MEETS A WALL OF A BUILDING.

- ALL SCREENING IS TO BE NOTED ON PLAN AS HAVING NO MORE THAN 25% OF ITS AREA OPEN. OVERLOOKING TOCOMPLY WITH BUILDING REGULATION 419.- PROVIDE 400MM TRELLIS (SLATED TYPE) TO EXISTING HIGH FENCING TO ENSURE OVERLOOKINGCOMPLIANCE. ALL SCREENING TO HAVE NO MORE THAN 25% OF ITS AREA OPEN. FIX TO POST. - A WINDOW REQUIRED TO BE OBSCURED MAY BE ABLE TO BE OPENED PROVIDED THAN WHEN OPEN THEOBSCURE GLAZING DOES NOT PERMIT A DIRECT LINE OF SIGHT ON TO THE SECLUDED PRIVATE OPEN SPACE ORINTO THE HABITABLE ROOM WINDOW.

REG. 85. DAYLIGHT TO NEW HABITABLE ROOM WINDOWS-(1) A HABITABLE ROOM WINDOW OF A BUILDING ON AN ALLOTMENT MUST FACE -(A) AN OUTDOOR SPACE OR LIGHT COURT WITH A MINIMUM AREA OF 3M² AND A MINIMUM DIMENSION OF 1MCLEAR TO THE SKY, NOT INCLUDING LAND ON AN ADJOINING ALLOTMENT; OR(B) A VERANDAH ON THE ALLOTMENT IF IT IS OPEN FOR AT LEAST ONE THIRD OF ITS PERIMETER, OR(C) A CARPORT ONTHE ALLOTMENT IF -(I) IT HAS 2 OR MORE SIDES OPEN; AND

(II) IT IS OPEN FOR AT LEAST ONE THIRD OF ITS PERIMETER.(2) FOR THE PURPOSES OF SUB-REGULATION (1), A SIDE OF A CARPORT OR VERANDAH MAY BE TAKEN TO BE OPENIF THE ROOF COVERING OF THE CARPORT OR VERANDAH ADJACENT TO THAT SIDE IS NOT LESS THAN 500MMFROM ANOTHER BUILDING ON THE ALLOTMENT OR THE ADJOINING ALLOTMENT BOUNDARY.

REG. 86. PRIVATE OPEN SPACE - THE DWELLING IS TO BE SHOWN TO HAVE AN AREA AT THE SIDE OR REAR OF THE BUILDINGTHAT IS AT LEAST 25M² WITH A MINIMUM DIMENSION OF 3M AND THE AREA HAS CONVENIENT ACCESS FROM AHABITABLE ROOM (OTHER THAN A BEDROOM).

REG. 87. SITING OF CLASS 10A BUILDINGS-REG. 89. FRONT FENCE HEIGHT-REG. 90. FENCE SETBACKS FROM SIDE OR REAR BOUNDARIES - A FENCE EXCEEDING 2M IN HEIGHT MUST BE SET BACK FROM

A SIDE OR REAR BOUNDARY (INCLUDING A BOUNDARY THAT IS SIDE OR REAR STREET ALIGNMENT) NOT LESSTHAN THE DISTANCE SPECIFIED IN RESPECT OF THAT BOUNDARY IN TABLE 90.

REG. 91. FENCES ON OR WITHIN 150MM OF SIDE OR REAR BOUNDARIES - THE OVERALL HEIGHT OF THE SIDE BOUNDARYFENCING IS NOT PERMITTED TO BE MORE THAN 2.5M IN HEIGHT. THE SITE PLAN INDICATES A 2.0M HIGH FENCEWITH 600MM TRELLIS. THE TRELLIS PART OF THE FENCE IS REQUIRED TO BE 500MM AND HAVE A MAXIMUM OF 20%TO 25% OF ITS AREA OPEN, PLEASE CLARIFY.

REG. 92. FENCES ON INTERSECTING STREET ALIGNMENTS - DESPITE REGULATION 425(1), THE REPORT AND CONSENT OF THERELEVANT COUNCIL MUST BE OBTAINED TO AN APPLICATION FOR A BUILDING PERMIT TO CONSTRUCT A FENCEWITHIN 9M OF A POINT OF INTERSECTION OF STREET ALIGNMENTS AND EXCEEDING A HEIGHT OF 1M ABOVE THEFOOTPATH.

REG. 94. FENCES AND DAYLIGHT TO HABITABLE ROOM WINDOWS IN EXISTING DWELLING-REG. 95. FENCES AND SOLAR ACCESS TO EXISTING NORTH-FACING HABITABLE ROOM WINDOWS -REG. 96. FENCES AND OVERSHADOWING OF RECREATIONAL PRIVATE OPEN SPACE -•

•

•

•

•

•

DIAL BEFORE YOU DIG:- BEFORE AND DURING THE CARRING OUT OF BUILDING WORK AND EXCAVATIONS THE ALLOTMENT SHOULD BE FENCEDOR OTHERWISE GUARDED AGAINST BEING A DANGER TO LIFE OR PROPERTY.

- REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR ALL CONCRETE PAVING REQUIREMENTS.

- CONTOUR LINES AND SPOT LEVELS INDICATED ON SITE PLAN REFER ONLY TO EXISTING LEVELS AS PER LANDSURVEYOR'S DRAWINGS.- NO BUILDING WORKS ARE TO ENCROACH OVER THE ALLOTMENT TITLE BOUNDARY OR PROPERTY 'EASEMENTS'INCLUSIVE OF ANY EQUIPMENT USED ON, OVER, UNDER OR IN THE AIR SPACE OF THE ADJOINING PROPERTIES WITHOUTOWNER CONSENT VIA PROTECTION WORKS NOTICES, PURSUANT TO PART 7 OF THE BUILDING ACT 1993 AND BUILDINGREG 113.- NO VEGETATION SHALL BE REMOVED UNLESS OTHERWISE NOTED. REFER LAND SURVEYORS DRAWINGS FOR ALLEXISTING LEVELS AND ALL EXISTING CONDITIONS.

- ALL NEW DOWNPIPES AND DRAINS TO BE CONNECTED TO THE EXISTING STORMWATER SYSTEM. THE DISCHARGEPOINT WILL BE CHECKED AT FINAL INSPECTION BY THE BUILDING INSPECTOR.

- ALL STORMWATER AND SEWERAGE DISCHARGE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCALAUTHORITY REQUIREMENTS AND TO COMPLY WITH THE NCC REQUIREMENTS.- DOMESTIC DRIVEWAY GRADIENT, ALL DRIVEWAYS AND PARKING AREAS TO COMPLY WITH A.S./N.Z.S. 2890.1-2004PARKING FACILITIES" FOR PRACTICALITY THE MAXIMUM GRADIENT OF THE DRIVEWAY SHALL NOT EXCEED 1:8 (12.5%)AND 1:20 (5%) ACROSS COUNCIL FOOTPATHS.- STORMWATER DRAINS TO BE 100MMØ 'SEWER CLASS SH' WITH PVC PIPES AND FITTINGS WITH SOLVENT WELDEDJOINTS INSTALLED TO A MAXIMUM GRADE OF 1:100 AND CONNECTED TO THE LEGAL POINT OF DISCHARGE TO THERESPONSIBLE AITHORITY'S APPROVAL.- PROVIDE INSPECTION OPENINGS AT EACH CHANGE OF DIRECTION.THE COVER TO UNDERGROUND STORMWATER DRAINS SHALL NOT BE LESS THAN 100MM UNDER SOIL, 50MM UNDERPAVED OR CONCRETED AREAS, 75MM UNDER REINFORCED CONCRETE AND 100MM UNDER PAVING.

- SEWER OR SEPTIC SYSTEMS SHALL BE IN ACCORDANCE WITH RELEVANT AUTHORITIES REQUIREMENTS.

- THE SLOPE OF EARTH BATTERS SHOULD NOT EXCEED 2:1 (HORIZONTAL; VERTICLE) AND AT A MAXIMUM DISTANCE OF150MM FROM BUILDING WORKS.

- AGI DRAINS TO BE 90MM UPVC IN GECTEXTILES SOCK WITH AGGREGATE COVER. ALL AGI DRAINS ARE TO BECONNECTED TO STORMWATER DRAIN VIA A SW PIT.

NOTE: SECTION 148 OF THE WATER ACT 1989 PROHIBITS A PERSON FROM BUILDING A STRUCTURE OR PLACING ANYFILLING WITHIN 1 METRE LATERALLY OF ANY WORKS OF AN AUTHORITY WITHOUT CONSENT OF THAT AUTHORITY.

OWNERS (SECTION 173 AGREEMENTS & COVERNANTS):

- IT IS NOT THE RESPONSIBILITY OF THE RELEVANT BUILDING SURVEYOR TO CONFIRM COMPLIANCE WITH ANY SECTION173 AGREEMENT, COVENANT, MEMORANDUM OF COMMON PROVISIONS OR OTHER RESTRICTION ON THE LAND AND BYISSUING THIS PERMIT THE RELEVANT BUILDING SURVEYOR DOES NOT WARRANT THAT THE WORKS AUTHORISED BY THISPERMIT WILL COMPLY WITH ANY SECTION 173, COVENANT, MEMORANDUM OF COMMON PROVISIONS OR OTHERRESTRICTION ON THE LAND.- THE BUILDING ACT 1993 AND THE BUILDING REGULATIONS 2018 DO NOT ALLOW THE RELEVANT BUILDING SURVEYORTO REFUSE A BUILDING PERMIT DUE ONLY TO NON COMPLIANCE WITH A SECTION 173 AGREEMENT, COVENANT OR

THE BUILDING OWNER IS RESPONSIBLE TO ENSURE THAT THEY COMPLY WITH ANY OF THE ABOVERESTRICTIONS AND AN APPROPRIATELY QUALIFIED PERSON MUST BE CONSULTED BY THE OWNER TO CONFIRM THATTHEY COMPLY WITH ANY OF THE ABOVE RESTRICTIONS PRIOR TO COMMENCING CONSTRUCTION.- THE RELEVANT BUILDING SURVEYOR ACCEPTS NO RESPONSIBILITY FOR NON COMPLIANCE WITH ANY SECTION 173AGREEMENTS, COVENANTS, MEMORANDUM OF COMMON PROVISIONS OR OTHER RESTRICTIONS THAT MAY BEAPPLICABLE TO THE PROPERTY.

EXTERNAL WALL CLADDING:- EXTERNAL WALL CLADDING HAS BEEN INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. ANALTERNATE SOLUTION IS REQUIRED FOR SYSTEMS THAT DO NOT MEET THE DEEMED TO SATISFY PROVISIONS OF THENCC. ON SITE SIGNAGE:- CONSTRUCTION SITE SIGNAGE MUST DISPLAY THE REGISTRATION NUMBER AND CONTACT DETAILS OF THE BUILDER,REGISTRATION NUMBER AND CONTACT DETAILS OF THE BUILDING SURVEYOR, BUILDING PERMIT NUMBER AND DATE OFISSUE. THE SIGN MUST BE DISPLAYED ON THE ALLOTMENT AND IN PUBLIC VIEW. IT MUST BE ON SITE PRIOR TO THECOMMENCEMENT OF WORK AND REMAIN IN PLACE FOR THE DURATION OF THE WORK. SECTION 317 OF THEREGULATIONS ALSO STATE THAT THE FOLLOWING MUST BE KEPT ON SITE: A COPY OF THE BUILDING PERMIT, A COPY OFTHE STAMPED AND APPROVED PLANS SPECIFICATIONS AND DOCUMENTS RELATING TO THE PERMIT.

SOIL COMPACTION:- PRIOR TO ARRANGEMENT OF PRE-SLAB / FOOTINGS INSPECTION, THE BUILDER AND EXCAVATOR ARE TO PROVIDE AWRITTEN DECLARATION CONFIRMING THAT THE SOIL HAS BEEN COMPACTED IN ACCORDANCE WITH THE ENGINEERINGDESIGN AND NOTATIONS, COMPACTION REPORT A.S. 2870-2011 CONTROLLED FILL (CLAUSE 2.5.3) OR ROLLED FILL(CLAUSE 6.4.2) A.S.2870-2011.

COPYRIGHT © :THESE PLANS ARE SUBJECT TO COPYRIGHT AND SHALL NOT BE COPIED IN WHOLE OR PART WITHOUT WRITTENPERMISSION FROM THE OWNERS OR THE DESIGNER

OTHER RESTRICTION ON THE LAND AND THE RELEVANT BUILDING SURVEYOR MAY BE IN BREACH OF THE BUILDING ACTOR BUILDING REGULATIONS WHERE HE DOES REFUSE A PERMIT ON THOSE GROUNDS.

BAL (BUSHFIRE ATTACK LEVEL) TO COMPLY WITH AS 3959 -2018:

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Issue:

Sheet No:


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3 OF 15

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FORCONTERNO GROUP


FLOOR LEVELS ARE DETERMINED BYASSUMED LEVELS ADJACENT TORESIDENCE AND MAY BE ADJUSTED ONSITE BY BUILDER AT BUILDER'SDISCRETION. -FFL MIN 150mm ABOVE FSL FOR SLABS. -FLOOR LEVEL MIN 225mm ABOVE FSL ORPAVING ADJACENT TO O.R.G. (OVER FLOWRELIEF GRATE). -FFL MIN 400mm (NOMINAL) ABOVE FSLFOR STUMPS -SHEET FLOORING: MIN 200mm CLEARUNDER BEARER -STRIP FLOORING: MIN 150mm CLEARUNDER BEARER -TERMITE AREAS: MIN 400mm CLEARUNDER BEARER UNLESS METHOD OFPROTECTION OR RELEVANT STANDARDSRECOMMEND OTHERWISE -A MAXIMUM OF 600mm OF GRANULAR OR300mm OF CLAY/SILT FILLING INCLUDINGANY EXISTING FILLING MAY BE PLACEDUNDER SLAB PANELS. -REFER TO APPENDIX OF SOIL REPORTFOR CONSTRUCTION AND MAINTENANCEREQUIREMENTS -ALL LEVELS ARE FINISHED SURFACELEVELS U.N.O. -MAX 200mm FILL AT EXTERNAL DOORS -GRADE FSL AWAY FROM RESIDENCE

RETAINING WALLS TO BE CONSTRUCTEDIMMEDIATELY AFTER EXCAVATION. ALLOW5KPa SURCHARGE ON BOUNDARY U.N.O.RETAINING WALLS TO BE CONSTRUCTED &PROTECTION NOTICE SERVED INACCORDANCE WITH BUILDING CONTROLACT 1993. OWNER/CONTRACTOR IS TOPROVIDE INSURANCE, SURVEY OFEXISTING CONDITIONS & NEIGHBOUR'SCONSENT FOR CONSTRUCTION INACCORDANCE WITH ACT.BATTERS ARE AT 45° & THATCHED ORLANDSCAPED U.N.O.CUT OFF DRAINS AT BASE OF EXCAVATIONTO CONNECT TO STORM WATER DRAINSVIA SILT PIT WITH GRATED COVER BYOWNER OR CONTRACT VARIATION

SITE NOTES

PROVIDE TERMITE PROTECTION TO A.S. 3660.1 - 2014 WITH A FIXED

OR ANT CAPS ARE REQUIRED FOR SUB-CHEMICAL TERMITE TREATMENT AND /CERTIFICATE IN THE METER BOX.

FLOOR TERMITE PROTECTION

10.92

10.65

10.33

10.02

9.93

10.13

10.39

10.64

11.5812

.5513.60

13.7114

.2114

.21

14.36

14.32

15.34

15.09

14.44

13.81

13.08

12.72

12.50

11.48

10.49

10.37

10.23

10.16

10.13

10.10

10.38

10.87

11.30

10.80

11.20

11.82

10.62

TELSTRA PIT

9.98

10.00

10.04

TELSTRA PIT

10.07

TELSTRAPILLAR

10.21

10.38

SIGN

10.08

10.07

10.06

10.06

10.66

10.76

10.73

10.63

10.44

10.48

10.38

10.35

11.43

STOP VALVE

11.56

STOP VALVE

13.61

SIGN

10.21

10.48

10.63

10.87

11.68

ELECTRICITYPOLE

ELECTRICITYPOLE

10.70

11.78

11.97

9.80

9.86

10.13

10.43

9.62

9.60 9.63

9.57

9.67

9.57

9.55

9.53

9.63

9.699.73

9.85

9.66

9.91

9.96 10.00

10.25

10.05

10.10

10.15 9.99

10.12

11.3511

.80

11.85

11.90

11.90

12.18

11.75

11.71

10.55

10.61

12.34

12.08

12.57

12.61

12.40

12.81

11.93

12.07

10.20

10.77

10.4410

.93

11.19

12.71

12.01

11.00

10.58

11.00

11.93

10.57 10

.56

10.04

10.41

10.15

10.09

9.72

9.78

9.90

10.18

10.30

10.06

12.69

14.58

13.03

13.89

13.30

14.16 13

.66 13.68

13.41

14.45

14.73

13.98

13.26

12.69

12.95

12.47

12.29

12.72

12.05

11.89

11.79

11.78

11.78

12.66

12.70

13.10

12.50

12.82

12.5312

.51

11.81

12.09

11.86

11.83

11.92

12.0212

.14

12.46

12.74

13.63

12.41

12.11

11.98

11.86

11.80

11.98

12.31

WATERMETER

11.92

12.01

11.95

12.39

12.9413

.3312

.65

12.17

12.89

13.46

11.8611

.9412.14

12.32

12.33

12.02

12.03

12.03

12.03

12.36

12.67

12.74 12

.7312

.93

12.97

12.85

ELECTRICITYPOLE

12.87

12.44

12.64

12.46

12.82

12.90

12.00

12.00

12.14 12

.0912

.42

11.99

12.01

20m

359°

48'

(40.23)89°48'

4.31

134°48'

16.9

6

179°

48'

(43.28)

269°48'

10.2

10.2

10.4

10.4

10.6

10.6

10.6

10.6

10.8

10.8

10.8

10.8

11.0

11.0

11.2

11.2

11.4

11.4

11.6

11.6

11.8

11.8

11.8

11.8

12.0

12.0

12.0

12.0

12.2

12.2

12.2

12.2

12.4

12.4

12.4

12.4

12.6

12.6

12.6

12.8

12.8

12.8

12.8

13.0

13.0

13.0

13.0

13.2

13.2

13.2

13.2

13.4

13.4

13.4

13.4

13.6

13.6

13.6

13.6

13.8

13.8

13.8

13.8

14.0

14.0

14.2

14.2

14.4

14.4

14.6

14.8

TITL

E

TITLE

TITLE3.05

3.05

TITLE

TITL

E

T.B.M RIVET INCONCRETE KERB

R/L 12.99

LEVEL ON RIDGE 20.2

LEVEL ON

RIDGE 20.1

LEVEL ON

RIDGE 19.0

LEVEL ON GUTTER 18.3



LEVEL ON ROOF 18.7

LEVE

L ON

RIDG

E 17

.5

LEVE

L ON

GUTT

ER 16

.4

LEVE

L ON

GUT

TER

16.4

LEVE

L ON

GUTT

ER 16

.4

LEVE

L ON

GUTT

ER 16

.3

LEVE

L ON

RIDG

E 16

.9

WINDOWS

HEAD 17.7

SILL 15.7

WINDOW

HEAD 17.7

SILL 15.7

FROSTED

WINDOWFROSTED

WINDOW

WINDOW

HEAD 17.7

SILL 15.7

WIN

DOW

HEAD

15.9

SILL

13.8

WIN

DOW

HEAD

15.9

SILL

13.8

GARAGEWINDOW

HEAD 13.3SILL 12.5

WIN

DOW

HEAD

15.9

SILL

13.8

WIN

DOW

HEAD

15.9

SILL

15.2

WIN

DOW

HEAD

15.9

SILL

15.2

GARA

GEW

INDO

WHE

AD 13

.3SI

LL 12

.2

LEVEL ATDOORSTEP

15.7

CARPORT

GRASSED &GARDEN AREA

APPROX. LINE OFTITLE BOUNDARY

GRATEDPIT

GRATEDPIT

GRATEDPIT

BOLLARD

NOT FENCED

NOT

FENC

ED

NOT FENCED

NOT

FENC

ED

PALIN

G FE

NCE

TIMB

ER R

ETAI

NING

WAL

L

BACK OF CONCRETE ROLLOVER KERB

BACK

OF

CONC

RETE

ROL

LOVE

R KE

RB

BACK

OF

CONC

RETE

ROL

LOVE

R KE

RB



OVERHEAD WIRES

OVERHEAD WIRES

OVER

HEAD

WIR

ESOV

ERHE

AD W

IRES

CONC

RETE

DRI

VEW

AYCO

NCRE

TECR

OSSI

NG

CONC

RETE

CROS

SING

GRAVELCROSSINGGRAVEL

DRIVEWAY

PASA

DENA

S

TREE

T

SARA STREET(BITUMEN SURFACE)

(BIT

UMEN

SUR

FACE

)

DRAI

NAGE

EAS

EMEN

T (2

.44m

WID

E)

GRASSEDAREA

GRASSEDAREA

GRASSEDAREA

GRASSEDAREA

PORCH

STAIRS

DECK

TREES &BUSHES

SCATTEREDTREES

SCATTEREDTREES

SCATTEREDTREES

GRASSEDAREA

GRASSEDAREA

CONCRETEDRIVEWAYNo.66

PASADENA STREETSINGLE STOREYWEATHERBOARD

DWELLINGWITH GARAGE

UNDER

No.1SARA STREET

SINGLE STOREYWEATHERBOARD &

RENDERED DWELLING

8000

2800

12200

NEW 1800 HIGH TIMBER PALING FENCE

NEW

1800

HIG

H TI

MBER

PAL

ING

FENC

E

NORTH

SITE PLANSCALE 1:200

CONCRETECROSSING

PROPOSED

3pm shadow

10.15

NOTES:

A.H.D. VIDE PM.411 RL.6.495

CONCRETEDRIVEWAY

PROPOSED

Denotes shadow at 3.00 p.m. on September 22 nd. Angle of sun is 32°

September 22 nd. Angle of sun is 36°Denotes shadow at 9.00 a.m. on

SHADOWS

MAX

. 500

mm

RET

AIN

ING

WAL

L

7500

2250

2250

4750

3000

4750

3100

9320

1108

5

771062

85

20840

5720

EXISTING TREE PROPOSED TO BE REMOVED

EXISTING TREE TO BE RETAINED

TREE LEGEND

DRIVEWAYSITE COVER RATIOSITE COVER 375.69m2

43%

HARD COVER AREA:HARD COVER RATIO:

37.27m2412.96m2

48%

GARDEN AREA: 52%448.12

PROPOSEDDWELLING

PROPOSEDPOOL

SPA

FL 10.350FL 13.350

Fax. 03 5975 4497 Date:

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19-39

FORCONTERNO GROUP


820c

sl

GARAGE

STO

RAG

E

MAX. 500mm RETAINING WALL

MAX

. 500

mm

RET

AIN

ING

WAL

L

TO BE PROVIDED AND INSTALLED IN

INSTALLED IN AN EXISTING PART OF A CLASS

THE SMOKE ALARM SHALL BE HARD WIRED WITH BATTERY BACKUP AND INTERCONNECTED.

S.A. DENOTES THE LOCATION OF SMOKE ALARMS

ACCORDANCE WITH AS 3786 AND UNLESS

1, 2 OR 3 OR A CLASS 4 PART OF A BUILDING,

S.A.

DENOTES CEILING OR WALL EXHAUST FANINSTALLED IN ACCORDANCE WITH AS 1668.2,AND LINKED TO A LIGHT SWITCH. ALLCONTAMINATED AIR MUST BE EXHAUSTED TOTHE OUTSIDE AIR VIA DUCTS, OR INTO ROOFSPACE PROVIDING IT IS ADEQUATELYVENTILATED USING ROOF VENTS OR OPENEAVES,OR IF A TILED ROOF NO SARKING.

LOWER GARAGE:

AREAS:

50.82

M SQ

5.5 'S

GROUND FLOOR DECKS / VER: 79.64 8.6 'S

GROUND FLOOR: 245.06 26.4 'SFIRST FLOOR: 124.40 13.4 'S

TOTAL FLOOR: 369.46 39.8 'S

907130

90

90 7130 90

1800

7310 1800

9065

0090

6680

9065

0090

6680

7310

12345678910111213141516

UP

NORTH

LOWER GARAGE FLOOR PLANSCALE 1:100

DP / SPR

DP / RAIN.

DP / RAIN.DP / RAIN.

DP / RAIN.

DP / RAIN.


DP / SPR

DP / RAIN.

A

A

CFL 10.350

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30/04/20

A

5 OF 15

19-39

FORCONTERNO GROUP


820

820

820

820

820c

sl

LIN

ENLI

NEN

1020csl

2/1020csl

820

820

1020

CLO

AK

2/SL

IDIN

G D

OO

R

2/SL

IDIN

G D

OO

RBBQ

2/SL

IDIN

G D

OO

R

SLID

ING

DO

OR

TV SHELF

MEALS

LIVING

BUTLERSL'

DR

Y

P'DRSTUDY

MASTERSUITE

W.I.R

ENS.

ENTRY

FAMILYVERANDAH

POOL

SPA

KITCHEN

6.60 X 5.00m

FIRE

//

//

//

//

//

//

//

//

MIN. 1200 HIGH STEEL POOL FENCETO COMPLY WITH AS1926.1

MIN

. 120

0 H

IGH

STE

EL P

OO

L FE

NC

ETO

CO

MPL

Y W

ITH

AS1

926.

1

MIN

. 120

0 H

IGH

STE

EL P

OO

L FE

NC

ETO

CO

MPL

Y W

ITH

AS1

926.

1

/ / / / / / / / / /

//

//

//

/

/ / / / / / / /


/

/

/

S.A.

S.A.

LOWER GARAGE:

AREAS:

50.82

M SQ

5.5 'S




26070

90 6000 90 11760 90 5200 90 510 90 2240 90

1800 6180 3600 1660 5000 1500 5380 2930 1800190

30040

594090

95090

504090

300090

321090

100090

100090

150090

51090

180090

829090

1800 6180 8460 11610 1800190

30040

6585

1500

2890

9026

60

6335

9018

0090

3750

90

9012

825

90 850

850

1750

270

5425

1930

4530

850

1300

5

6585

1500

1000

9035

1090

6245

2000

9025

1090

1800

9031

5090

4600

9018

00

4985

8020

1300

517

50

1260

DENOTES CEILING OR WALL EXHAUST FANINSTALLED IN ACCORDANCE WITH AS 1668.2,AND LINKED TO A LIGHT SWITCH. ALLCONTAMINATED AIR MUST BE EXHAUSTED TOTHE OUTSIDE AIR VIA DUCTS.







D.WSINK

REF

SINK

OV.OV.HP

TR.

W.M

DR.

PAN

VB

PAN

VB VB

SHR

VERANDAH

VER

AND

AH

DECK

45678910111213141516

DOWN

1718192021222324 25

26272829303132

UP

GROUND FLOOR PLANSCALE 1:100

NORTH

W1

W2

W3

W4

W5W6W7

W8

W9

W10

W11

W12 W13 W14

W15

W17

W16

DP / SPR

DP / RAIN.DP / RAIN. DP / RAIN.

DP / RAIN.

DP / RAIN.

DP / RAIN.

DP / RAIN.DP / SPR

DP / RAIN.

A

A

B

B

CC

FL 13.350

FL 13.300

FL 13.300FL 13.300

FL 13.300

Fax. 03 5975 4497 Date:

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19-39

FORCONTERNO GROUP


LINENROBE ROBE82

0 820

820

820

RUMPUS

BED 3 BED 4BATH

P'DR

ROBE 820

BED 2







S.A.

S.A.S.A.

DENOTES CEILING OR WALL EXHAUST FANINSTALLED IN ACCORDANCE WITH AS 1668.2,AND LINKED TO A LIGHT SWITCH. ALLCONTAMINATED AIR MUST BE EXHAUSTED TOTHE OUTSIDE AIR VIA DUCTS, OR INTO ROOFSPACE PROVIDING IT IS ADEQUATELYVENTILATED USING ROOF VENTS OR OPENEAVES,OR IF A TILED ROOF NO SARKING.

3/720 sl drs 3/720 sl drs 3/720 sl drs

3/820 sl drs

LOWER GARAGE:

AREAS:

50.82

M SQ

5.5 'S




1718192021222324 25

2627282930313233

DO

WN

SHR

VB

VB

BATH

VB

PAN

226090

950 226090

950 95090

226090

3300 90 330090

260090

150090

3300 90 209090

16720

14550 90

90 6000 90

1990 6180 8550

16720

510

9037

50

9060

0090

4350

90

6090

4530

1062

0

3150

9024

00

4350

1200

9051

090

3750

9056

4090

4800

5820

1062

0

NORTH

FIRST FLOOR PLANSCALE 1:100

W18

W19

W20 W21 W22

W23

W24W25W26W27W28

W29

W30

W31

DP / SPR

DP / RAIN.


DP / RAIN.


DP / RAIN.DP / SPR

DP / RAIN.

A

A

CC

Fax. 03 5975 4497 Date:

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19-39

FORCONTERNO GROUP


2550

2700

2550

SOUTH ELEVATIONSCALE 1:100

MAX

. BU

ILD

ING

HEI

GH

T 80

00

RL 11.30

RL 19.30

RL 16.20RL 16.20

6150

6800

FL 10.35

RL 10.40

BLACK COLORBOND NAIL STRIP CLADDING

BLACK COLORBOND NAIL STRIP CLADDING17

00

1700

1700

1700

1700

STEEL BALUSTRADEAND TOP RAIL

MIN. 1000 HIGH

RENDERED HEBEL CLADDING

210

CUT AS REQUIRED

1700

FROSTED GLASS TOKITCHEN AND PANTRY WINDOWS

2550

2700

2550

RL 16.25 RL 16.25

RL 19.30

6700 56

80


FL 10.35


MIN. 1000 HIGH


EAST ELEVATIONSCALE 1:100

EXTENT & NUMBER OF STEPS, LANDINGS &HANDRAILS TO BE DETERMINED ONSITE BYCONTRACT VARIATION AS REQUIRED.

CEILING HEIGHTS ARE FLOOR TO CEILINGFINISHED SURFACES. BUILDERS ARE TO ADJUSTWALL HEIGHTS TO ALLOW FOR FLOORCOVERINGS & TOLERANCES.

ALL FINISHED FLOOR & SURFACE LEVELS REFERTO SITE PLAN. ONLY TO BE VARIED AT BUILDERSDISCRETION.

DO NOT SCALE OFF DRAWINGS., USE FIGUREDDIMENSIONS ONLY. CONTRACTORS SHALLCHECK AND VERIFY ALL LEVELS & DIMENSIONSPRIOR TO COMMENCEMENT OF CONSTRUCTION.

ALL WINDOW SIZES ARE NOMINAL ONLY, HEIGHT& WIDTH DIMENSIONS ARE TO BE CONFIRMEDPRIOR TO ORDERING WITH REGARD TO FRAMEOPENING SIZES, CLEARANCE FOR WINDOWMOULDINGS, FLASHINGS TO LOWER ROOF ETC.

GARAGE DOORS NOMINAL SIZE.REFER TO SPECIFICATION FOR TYPE & STYLE.GARAGE DOORS SIZES ARE TO BE SITEMEASURED PRIOR TO INSTILLATION.REMOTE CONTROL UNITS U.N.O. ARE TO BEPROVIDED BY CONTRACT VARIATION.

*

*

*

*

*

ALL SECOND STOREY EXTERNAL PLUMBING,DRAIN PIPES TO BE CONCEALED.

LOCALLY FILL AROUND DOORWAYS TO AVOIDTHE NEED FOR STEPS.

GRADE SOIL AWAY FROM HOUSE TOWARDSDRAINS.

*

*

*

*

ELEVATION NOTES

W8 W7 W6 W5

W4

W28 W27 W26 W25 W24

W19W23

W17

W2W3

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FORCONTERNO GROUP


EXTENT & NUMBER OF STEPS, LANDINGS &HANDRAILS TO BE DETERMINED ONSITE BYCONTRACT VARIATION AS REQUIRED.

CEILING HEIGHTS ARE FLOOR TO CEILINGFINISHED SURFACES. BUILDERS ARE TO ADJUSTWALL HEIGHTS TO ALLOW FOR FLOORCOVERINGS & TOLERANCES.

ALL FINISHED FLOOR & SURFACE LEVELS REFERTO SITE PLAN. ONLY TO BE VARIED AT BUILDERSDISCRETION.

DO NOT SCALE OFF DRAWINGS., USE FIGUREDDIMENSIONS ONLY. CONTRACTORS SHALLCHECK AND VERIFY ALL LEVELS & DIMENSIONSPRIOR TO COMMENCEMENT OF CONSTRUCTION.

ALL WINDOW SIZES ARE NOMINAL ONLY, HEIGHT& WIDTH DIMENSIONS ARE TO BE CONFIRMEDPRIOR TO ORDERING WITH REGARD TO FRAMEOPENING SIZES, CLEARANCE FOR WINDOWMOULDINGS, FLASHINGS TO LOWER ROOF ETC.

GARAGE DOORS NOMINAL SIZE.REFER TO SPECIFICATION FOR TYPE & STYLE.GARAGE DOORS SIZES ARE TO BE SITEMEASURED PRIOR TO INSTILLATION.REMOTE CONTROL UNITS U.N.O. ARE TO BEPROVIDED BY CONTRACT VARIATION.

*

*

*

*

*

ALL SECOND STOREY EXTERNAL PLUMBING,DRAIN PIPES TO BE CONCEALED.

LOCALLY FILL AROUND DOORWAYS TO AVOIDTHE NEED FOR STEPS.

GRADE SOIL AWAY FROM HOUSE TOWARDSDRAINS.

*

*

*

*

ELEVATION NOTES

2550

2700

2550

NORTH ELEVATIONSCALE 1:100

RL 19.30RL 19.30

RL 16.25 RL 16.25

7200

5950

6295


POOL


RENDERED HEBEL CLADDINGRENDERED

HEBEL CLADDING


MIN. 1000 HIGH

450

FILL AS REQUIREDFILL AS REQUIRED420

CUT AS REQUIRED

2550

2700

WEST ELEVATIONSCALE 1:100

RL 19.30

4130

7180

6900



1700

1700

1700

W1 W16 W14 W13 W12

W18W20W19W18

W9W10

W29W30W31

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19-39

FORCONTERNO GROUP


2700

2550

SECTION B-BSCALE 1:100

GARAGE

MASTERSUITE

ENTRY FAMILY

KLIP-LOK ROOFING AT MIN. 1° PITCH OVER PINE BATTENS AT MAX. 900 CRS

TO MANUFACTURERS DESIGNROOF TRUSSES AT 900 CRS



OVER 20MM GUTTER BOARDLAID TO A MIN 1:100 FALL TO

COLORBOND BOX GUTTER

A RAINHEAD



A RAINHEAD

CONCRETE SLABENGINEERS DESIGN

COLORBOND CAPPING TO SUITCOLORBOND CAPPING TO SUIT

AT MAX. 450 CRSENGINEERS DESIGN

FLOOR JOISTS / TRUSSES 10MM PLASTERBOARD CEILINGON STEEL BATTENS AT 450 CRS

10MM PLASTERBOARD CEILINGON STEEL BATTENS AT 450 CRS

SUREFOOT FOOTINGSTO ENG. / MANUFACTURERS DESIGN

SECTION A-ASCALE 1:100

STAIR VOID

5700





A RAINHEAD

COLORBOND CAPPING TO SUIT

200 X 200 SPOTTED GUM POSTS TOENGINEERS DESIGN

JOISTS TO CANTILEVER150mm PAST BEARER

BEAM TOENG. DESIGN


MERBAU DECKING SPACED APART





A RAINHEAD

CONCRETE POOLTO ENGINEERS DESIGN

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FORCONTERNO GROUP


CONSTRUCTION SPECIFICATION FOR BUSHFIRE ATTACK LEVEL 29CONSTRUCTION SUMMARY

EXTERNAL WALLS AND SUB-FLOORRENDERED HEBEL PANELCOLORBOND NAIL STRIP CLADDING

JOINTSALL JOINTS IN THE EXTERNAL SURFACE MATERIAL OF WALLS SHALL BE COVERED, SEALE, OVERLAPPED, BACKED ORBUTT-JOINTED TO PREVENT GAPS GREATER THAN 3MM.

PROPOSED DWELLING AND GARAGE TO COMPLY WITH AS3959-2018 BAL 29 IN ALL RESPECTS.

VENTS AND WEEPHOLESVENTS AND WEEPHOLES IN EXTERNAL WALLS SHALL BE SCREENED WITH A MESH WITH A MAXIMUM APERTURE OF 2MM,MADE OF CORROSION-RESISTANT ALUMINIUM. EXCEPT VENTS AND WEEPHOLES IN THE SUB-FLOOR SPACE.

EXTERNAL WINDOWS AND DOORS

WINDOWS AND DOORS TO BE ALUMINIUM WITH METALLIC MESH SCREENS TO BE PROVIDED TO OPERABLE PORTIONS OF WINDOWS.GLAZING LESS THAN 400MM FROM THE GROUND OR DECK SHALL BE 5MM GRADE A SAFETY GLASS.SIDE HUNG DOORS SHALL BE 35MM THICK FOR THE FIRST 400MM ABOVE THE THRESHOLD.PANEL LIFTS DOORS WILL BE FITTED WITH SUITABLE WEATHER STRIPS OR GUIDE TRACKS WITH A MAXIMUM GAP NOTGREATER THAN 3MM.

ROOFSHEET ROOF TO BE FULLY SARKED AND HAVE ANY GAPS GREATER THAN 3MM SEALED AT THE FASCIA OR WALL LINEAND AT VALLEYS, HIPS AND RIDGES.

THE ROOF / WALL JUNCTION SHALL BE SEALED, TO PREVENT OPENINGS GREATER THAN 3MM, EITHER BY THE USE OFFASCIA AND EAVES LININGS OR BY SEALING BETWEEN THE TOP OF THE WALL AND THE UNDERSIDE OF THE ROOF ANDBETWEEN THE RAFTERS AT THE LINE OF THE WALL.

DECKDECKING SHALL BE A BUSHFIRE RESISTANT TIMBER SPECIES (I.E MERBAU, SPOTTED GUM)

PLUMBINGABOVE-GROUND, EXPOSED WATER AND GAS SUPPLY PIPES SHALL BE METAL.

2550

2700

2550

SECTION C-CSCALE 1:100

BED 3 BED 4BATH P'DRBED 2

BUTLERS L'DRY P'DR STUDY MASTERSUITEENS.KITCHEN VER.

GARAGE


10MM PLASTERBOARD CEILINGON STEEL BATTENS AT 450 CRS

6mm CEMENT SHEET TO EAVES SOFFIT



COLORBOND



MIN. 1000 HIGH

CAPPING TO SUIT


MERBAU DECKING SPACED APART

CONCRETE SLABENGINEERS DESIGN

SUREFOOT FOOTINGSTO ENG. / MANUFACTURERS DESIGN


AT MAX. 450 CRSENGINEERS DESIGN

FLOOR JOISTS / TRUSSES

150

JOISTS TO CANTILEVER150mm PAST BEARER

MAX. 500 HIGH RETAINING WALLTO ENGINEERS DESIGN

BEAM TOENG. DESIGN

BEAM TOENG. DESIGN

MIN

. 50

SCALE - 1:20BOX GUTTER DETAIL

'COLORBOND' PARAPET CAPPING& FLASHING OVER BOX GUTTER

300 WIDE X 100 DEEP COLORBONDBOX GUTTER OVER 20MM GUTTER BOARDLAID TO A MIN 1:100 FALL TO A 'COLORBOND' RAINHEAD

1°

PINE BATTENS AT MAX. 900 CRS

10MM PLASTERBOARD CEILING ON STEEL BATTENS AT 450 CRS

KLIP-LOK ROOFING AT 1° PITCH50MM INSULATION BLANKET AND RFL

TIMBER STUD WALL

TO MANUFACTURERS DESIGNMONO TRUSSES AT MAX. 900 CRS

BLOCK UNDER GUTTER AS REQUIRED

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11 OF 15

19-39

FORCONTERNO GROUP


DENOTES A DOWNPIPE WITH DP / RAIN.DOWNPIPE LEGEND

DP / SPR DENOTES A PROPOSED DOWNPIPEWITH SPREADER

RAINHEAD ATTACHED

DP / SPR

DP / RAIN.


DP / RAIN.


DP / RAIN. DP / SPR

DP / RAIN.

ROOF PLANSCALE 1:100

CONNECT STORM WATER DRAINS TO STANDARD

MAXIMUM ROOF AREA OF 54 SQ. M.600Ø SOAKAGE PIT ALLOWING DRAINAGE FOR A

ENSURE 1000 MM CLEARANCE FROM BUILDINGSAND TO RELEVANT AUTHORITIES REQUIREMENTS.ACCORDANCE WITH MANUFACTURERS SPECIFICATIONDENOTES RIB-LOK SOAKAGE PIT INSTALLED IN

AND TITLE BOUNDARIES.

FLASHING GUTTERDP / RAIN.

BOX GUTTER MIN. 1:100 FALL







Lower Storey Loadbearing WallsF5 PINE2 / 35 X 90

Where bottom plate is continuously supported by concrete slab or solid blockingor where the studs are directly in line with the floor joists the bottom plate may

top plate from the studs, the top plate size may be the same size as the studs.Where trusses,rafters are directly over studs or within 1.5 times the thickness of the

be the same size as the studs.Plates are not to be trenched, studs may be notched for bracing.

All treated pine to be re-dried pine20 X 20 X 1.2 ANGLE

ROOF TRUSSES

BRACING

FASCIA

ROOF BATTENS

190 X 32

45 X 90

TKD

KD

3 / 90 X 45

2 / 90 X 45

STUDS 2700 MAX.

NOGGINGS

STUDS 2700 MAX.

STUDS 2700 MAX.

90 X 35

90 X 45

90 X 35

90 X 35

To A.s. 1684

To Manufacturers Design

T.PINE

F5 PINE 900

900

F17 SHW

Lower Storey Loadbearing Walls

Single Storey L'bearing Walls

Lower Storey Loadbearing WallsNotched

Not NotchedF5 PINE

F5 PINE

F5 PINE

F5 PINE

450

450

450

1350

TIMBER FRAMING SCHEDULE

TOP PLATES

BOTTOM PLATES

LOWER DECK JOISTS

BEARERS TO DECKS

UPPER FLOOR JOISTS

45 X 90

45 X 90

45 X 90

400 NOM.

2 / 90 X 45

90 X 45

MEMBER

BEARERS

FLOOR JOISTS

SIZE

90 X 45

2 / 90 x 35

2 / 90 x 35

"

Floor Trusses To Manufacturer's Design

To Two Storey Load Bearing Walls

To Single Storey Load Bearing Walls

Supporting Floor Joists Only

Single/upper Storey L'bearing Walls

Single/upper Storey L'bearing Walls

Lower Storey Loadbearing Walls

F5 PINE

F5 PINE

F5 PINE

F7 T.PINE

F7 T.PINE

450

450

1800

1400

1400

1700

1700

SINGLE

MAX. SPAN

SPECIES SPACING

F17 SHWD"

F17 SHWD

"

450

1000

1800

1800

1200

1600

STRESSGRADE/

MAX.

REMARKSCONTIN

2000

1000

1600

2000

Or Colorbond Steel Fascia

F17 SHW

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12 OF 15

19-39

FORCONTERNO GROUP


WINDOW & DOOR SCHEDULEWIDTH

W4W5

W3

HEIGHT

W2W1

W No. JAMB STUDSREMARKS LINTEL

W8W7W6

W9

W12W11W10

FINISHED SIZES DEPENDANT ON MANUFACTURER AND / OR ON SITE REQUIREMENTSLINTEL SIZES WITH LOAD BEARING STUDS DO NOT ALLOW FOR GIRDER TRUSS LOADS

WINDOW SIZES ARE NOMINAL ONLY

REFER TO TRUSS MANUFACTURER'S OR ENGINEER'S DESIGNWINDOWS 5, 6 , 7, 8, 26 AND 27 TO HAVE A GRADE SAFETY GLASS

W13W14W15

W16

GROUND FLOOR

FIRST FLOORW17

W18W19W20W21W22W23W24W25W26W27W28W29W30W31

2400 2240 1020 door & side lights 2400 1200 Alum. awning window 2400 3600 Sliding door unit 700 2400 Alum. awning window 700 1500 Alum. awning window

2400 1500 820 door & 1206 awning

700 2150 Alum. fixed window 700 2700 Alum. fixed window

2400 3600 Alum. awning window 2400 4800 Sliding door unit

2400 4800 Sliding door unit 240024002400

240024002400

Alum. awning window Alum. awning window

Alum. awning window

2400 4800 Sliding door unit 2400 2400 Alum. awning window 2400 2400 Alum. awning window

24002100 Alum. awning window 24002100 Alum. awning window 2400 Alum. awning window

2400 Alum. awning window 2400 Alum. awning window

150015001500

2400 Alum. awning window 1500600600600600600

Alum. awning window Alum. awning window Alum. awning window Alum. awning window Alum. awning window

24002100

1500

24002100

600 Alum. awning window 2400600 Alum. awning window 2400600 Alum. awning window 2400

To eng. designTo eng. design

To eng. designTo eng. design

To eng. design To eng. design

140 X 45 F17 HWD140 X 45 F17 HWD240 X 35 F17 HWD

To eng. design To eng. design

240 X 45 F17 HWD

240 X 45 F17 HWD

2 / 90 X 35 MGP102 / 90 X 35 MGP102 / 90 X 45 MGP10

2 / 90 X 45 MGP102 / 90 X 45 MGP10

90 X 35 F17 HWD

90 X 35 F17 HWD

240 X 35 F17 HWD

240 X 35 F17 HWD

240 X 35 F17 HWD

240 X 35 F17 HWD240 X 35 F17 HWD

240 X 35 F17 HWD240 X 35 F17 HWD240 X 35 F17 HWD240 X 35 F17 HWD240 X 35 F17 HWD

240 X 35 F17 HWD240 X 35 F17 HWD

240 X 35 F17 HWD

240 X 35 F17 HWD240 X 35 F17 HWD240 X 35 F17 HWD240 X 35 F17 HWD240 X 35 F17 HWD

240 X 35 F17 HWD

190 X 35 F17 HWD

90 X 45 MGP10

90 X 45 MGP10

2 / 90 X 35 MGP10

2 / 90 X 35 MGP10

2 / 90 X 35 MGP10

2 / 90 X 35 MGP10

2 / 90 X 35 MGP102 / 90 X 35 MGP10

2 / 90 X 35 MGP102 / 90 X 35 MGP102 / 90 X 35 MGP102 / 90 X 35 MGP102 / 90 X 35 MGP102 / 90 X 35 MGP102 / 90 X 35 MGP102 / 90 X 35 MGP10

2 / 90 X 35 MGP102 / 90 X 35 MGP102 / 90 X 35 MGP102 / 90 X 35 MGP102 / 90 X 35 MGP10

2 / 90 X 45 MGP10

FINISHED SURFACE LEVEL

600mm DIA. x 600mm DEEP

FOUNDATION BRICKS

SOAKWELLINVERT

'RIBLOC' SOAKWELL PITDETAIL

CONCRETE COVERWITH OR WITHOUTGRATEWITH OR WITHOUTGRATE

600 FOUNDATION BRICKS

SQUARE LID COVER

600

300

'RIBLOC' SOAKWELLPIT PLAN

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19-39

FORCONTERNO GROUP


S.A.

EXHAUST FAN

X

TV

T

TELEVISION COAXIAL POINT

TELEPHONE POINT

SINGLE POWER POINT

EXTERNAL POWER POINT

GAS DUCTED HEATING POINTDOUBLE POWER POINT AND SINGLELIGHT POINT FOR DUCTED HEATER

SMOKE ALARM

IN CEILING

BY OTHERS

NOTE:THE LOCATION OF ITEMS ON THIS DRAWING MAY VARYAT BUILDERS DISCRETION DUE TO CONSTRUCTIONCONSTRAINTS. GARAGE LIGHT MAY HAVE TO BELOCATED OFF CENTRE TO ACCOMMODATE A PANEL LIFTDOOR

DOUBLE POWER POINT

METER BOX

SINGLE POWER POINTS TO - DISHWASHERRANGEHOODREFIGERATORGARAGE DOOR

CEILING FAN WITH LIGHTREFER TO SPECS

INSTANT HOT WATER SERVICEHOT PLATEELECTRIC UNDER BENCH OVEN2100L WATER TANK

B B3 PHONE POINTSPLIT SYSTEM UNIT

SYMBOLS MAY NOT BE APPLICABLETO THIS PROJECT.

CEILING MOUNTED LIGHT WITH

ELECTRICAL SCHEDULEREFER TO SPECIFICATIONS FOR INCLUSIONS.

LED LIGHT FITTING

EXTERIOR WALL MOUNTED BUNKER LIGHT WITH COMPACT

COMPACT FLOURESCENT GLOBE

FLOURESCENT GLOBE

23 WATT GLOBE

10 WATTS

23 WATT GLOBES

FLUORESCENT LIGHT36 WATT TUBES

NO. WATTS

TOTAL WATTS

NO. WATTS NO. WATTS

FLOOR VERANDAH GARAGE

760 WATTS

76 760 WATTS

2 72 WATTS

120 WATTS

12 120 WATTS

72 WATTS

7

S.A.

INTERNAL FLOOR:

LIGHTING CALCULATOR:

356.22

M SQ

GARAGE: 46.27

MAX. WATTSPER M. SQ

5 WATTS3 WATTS

MAX.

1781.10138.81

"All recessed downlights are to have;

* an approved sealed air leakage shield installed, (eg Telmat/Isolite covers) or

* be approved self protected and air leakage sealed lights

Failure to comply with the above will result in a severely reduced energy rating"

VERANDAHS: 4 WATTS 79.64 318.56

WATTAGE

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14 OF 15

19-39

FORCONTERNO GROUP


S.A.

EXHAUST FAN

X

TV

T


TELEPHONE POINT

SINGLE POWER POINT



SMOKE ALARM

IN CEILING

BY OTHERS


DOUBLE POWER POINT

METER BOX








LED LIGHT FITTING



FLOURESCENT GLOBE

23 WATT GLOBE

10 WATTS

23 WATT GLOBES


NO. WATTS

TOTAL WATTS

NO. WATTS NO. WATTS


//

//

//

//

//

//

//

//

/ / / / / / / / / /

//

//

//

/

/ / / / / / / / / /

/

/

/

S.A.

S.A.

INTERNAL FLOOR:


356.22

M SQ

GARAGE: 46.27

MAX. WATTSPER M. SQ

5 WATTS3 WATTS

MAX.

1781.10138.81






WATTAGE

X XX X

XX

XX

XX

XX

X X

TV

TV

TV

TV

T

T

Fax. 03 5975 4497 Date:

Drawn:

Job Number:

Issue:

Sheet No:


Ph. 03 5973 4497



Address:



30/04/20

A

15 OF 15

19-39

FORCONTERNO GROUP


S.A.

EXHAUST FAN

X

TV

T


TELEPHONE POINT

SINGLE POWER POINT



SMOKE ALARM

IN CEILING

BY OTHERS


DOUBLE POWER POINT

METER BOX








LED LIGHT FITTING



FLOURESCENT GLOBE

23 WATT GLOBE

10 WATTS

23 WATT GLOBES


NO. WATTS

TOTAL WATTS

NO. WATTS NO. WATTS


S.A.

S.A.S.A.

INTERNAL FLOOR:


356.22

M SQ

GARAGE: 46.27

MAX. WATTSPER M. SQ

5 WATTS3 WATTS

MAX.

1781.10138.81






WATTAGE

TV

T

GENERAL NOTES NCC 2019 - (NATIONAL CONSTRUCTION CODE …

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