THE DEVELOPMENT OF DWELLING ADDITIONS, ALTERATIONS …

NOTICE OF AN APPLICATION FOR A PLANNING PERMIT

The land affected by the application is located at:

65 RED HILL ROAD RED HILL SOUTH LOT 85 LP 9101 VOL 7340 FOL 815

The application is for a permit to:

THE DEVELOPMENT OF DWELLING ADDITIONS, ALTERATIONS AND ASSOCIATED WORKS GENERALLY IN ACCORDANCE WITH THE SUBMITTED PLANS

The applicant is:

LEWIS BUILDING DESIGN

Planning application number and officer is:

P21/1430 AINE MCCRUDDEN

You may view the plans and documents that support the application free of charge online at:

www.mornpen.vic.gov.au > Building and Planning > Planning > Advertised Planning Applications

Any person who may be affected by the granting of the permit may object in writing to the responsible

authority. If you object, the Responsible Authority will notify you of its decision.

Your objection must:

• Include the objector’s full name, relevant postal address, phone number & email address

• Specify the planning application number

• Include the reasons for the objection and state how the objector would be affected

Lodge online at www.mornpen.vic.gov.au;

Or mail to: Planning Services Team, Mornington Peninsula Shire, Private Bag 1000, Rosebud 3939

The Responsible Authority will not decide on the application before: 7 OCTOBER 2021 Privacy Notification: The personal information provided in an objection is collected for planning purposes in accordance

with the Planning & Environment Act 1987 (the Act). The public may view an objection in accordance with Section 57 of

the Act whilst the planning application is current.

http://www.mornpen.vic.gov.au/

http://www.mornpen.vic.gov.au/

Date:

Drawn:

Job Number:

Issue:

Sheet No:

Justin LewisRegistration No. 25777

Ph. 03 5973 4497Fax. 03 5975 4497Mobile. 0439 744 545Email. [email protected]

Date AmendmentsIssue Project:

Address:

PROPOSED ALTERATIONS AND ADDITIONSJ.L

65 RED HILL ROAD,RED HILL

19/12/19

C

1 OF 10

19-38

FORMR AND MRS LEE

Po Box 254, MorningtonVictoria 3931

01/20 B CLIENT CHANGES01/20 C CLIENT CHANGES

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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.

Date:

Drawn:

Job Number:

Issue:

Sheet No:




Address:



19/12/19

C

2 OF 10

19-38

FORMR AND MRS LEE



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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 & COVENANTS):

- 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:

Date:

Drawn:

Job Number:

Issue:

Sheet No:




Address:



19/12/19

C

3 OF 10

19-38

FORMR AND MRS LEE



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200.69

200.89

201.10

201.28

201.05

200.85

200.65

200.09 200.24

199.50

200.65

200.44

200.03199.76

199.75

199.92

200.26200.48

199.47

198.87

198.96

199.72

199.51

199.44

199.59

199.62

198.85

198.69

198.69

198.72

198.90 199.10 199.34199.65

199.83 200.

02

200.5

6

200.81

201.

19

200.54

ELECTRICITY POLE

200.23

200.27

199.47

198.85

198.79

199.80

199.68199.57

199.64

199.47

199.40

198.13

199.59

199.94

200.63

200.64

199.47

198.49

198.72

199.52199.50

199.52

199.57

200.05

200.16

200.17

200.18

200.37

200.33200.03

200.06

200.01

199.83199.66199.39

198.71198.73198.80

198.92

198.24

199.50 200.02

199.73

199.92

200.36

200.48

200.36

200.22

199.83

199.81

199.67199.66

199.66199.58

199.46

199.09199.03

198.96

198.78

198.63

198.41

198.18

197.96197.86

198.07198.34

197.97197.98

197.89

197.85197.86197.88197.92

199.09

199.12

199.12

199.22

198.76

198.70

198.68

198.14

198.47

198.32

198.04

197.68

197.50

197.30

197.16

197.02

197.96

197.28

196.61

196.92

197.27

197.99

198.52

198.80

198.01

197.83

197.79197.92

198.09197.82

197.90

197.50

196.64

198.38

198.2

1

197.75

197.66

197.65

197.69197.67

197.79197.62

197.20

196.82

197.09196.38

196.02

196.18

196.38196.43196.52

196.25

30.94

82°01

'30"

(51.51)159°28'

(50.04)294°4

0'

23.29

352°01'30"

196.2

196.2

196.4

196.4

196.6

196.

6

196.8

196.8

197.0

197.0

197.2

197.

2

197.4

197.

4

197.6

197.6

197.6

197.8

197.8

197.8

197.8

198.0

198.0

198.0

198.0

198.0

198.2

198.2

198.2

198.2

198.4

198.4

198.4

198.

4

198.6

198.6

198.6

198.6

198.8

198.8

198.8

198.8

199.0

199.0

199.0

199.

0

199.2

199.2

199.2

199.2

199.4

199.4

199.4

199.4

199.6

199.

6

199.8

199.

8

200.0

200.

0

200.2

200.2

200.4

200.

4

200.6

200.8

201.0

201.2

TG. 197.2

TR. 199.3

TR. 203.6

TR. 204.7

TR. 204.7

TR. 2

04.7

TG. 2

02.8

TG. 202.8

TG. 2

01.9

TG. 201.9TG. 2

01.9

TG. 201.9

TG. 2

01.8

TR. 202.9 TR. 202.9

TG. 202.4TG. 202.5

TG. 202.1

TG. 2

02.1

TG. 200.8TR. 201.2

DSL. 199.

86

DSL. 199.

89

DSL. 199.

88

DSL. 199.

5

WIN

DOW

H. 20

1.5S.

200.2

WINDOWH. 201.5S. 200.2

WINDOWH. 201.5S. 200.2

WINDOWH. 201.5S. 199.9

WINDOWH. 201.5S. 200.7

WINDOWH. 201.5S. 200.7

WINDOWH. 201.5S. 200.2

WINDOWH. 201.5S. 200.2

TR. 2

03.2

TG. 2

01.9

TG. 2

01.9

TITLE

TITLE

TITLE

TITLE

T.B.M RIVET IN

CONCRETE EDGING

R/L 200.

81

0.060.11

0.20

0.08

0.27

0.78

1.46

0.09

0.19

POST

ON

BOUN

DARY

0.06

PICKE

T FEN

CE (1.1

m HIGH)

POST & WIRE FENCE

(1.2m HIGH)

POST & WIRE FENCE

(1.2m HIGH)

POST & WIRE FENCE(1.2m HIGH)

POST & WIRE FENCE

RED

HI

LL

ROA

D

(BITU

MEN SU

RFAC

E)

GRAVELCROSSING

GRAVELDRIVEWAY

GRAVEL

DRIVEWAY

GRAVELDRIVEWAY

OVERHEAD WIRE

TIMBER

RETAINING WALL

TIMBERRET. WALL

ROCK

RET. WALL

ROCKRET.WALL

ROCK RET.W

ALL

PICK

ET F

ENCE

GATE

WELDED

MESH FENCE

GATEPICKETFENCE

VERANDAH

VERANDAH

VERANDAH

STAIRS

WEATHERBOARDSHED

TIMBERSHED

WATERTANK

WATERTANK

WATERTANK

GARDENAREA

GRASSED &GARDEN AREA



GARDEN

AREA

SEPTIC TANK

PIT LID

G.I GARAGE

VERA

NDAH

CARPORT

COVEREDPAVEDAREA

WEATHERBOARDBUNGALOW

GARDENAREA

GRASSED &

GARDEN AREA

GRASSED &BUSHES AREA

BOLLARD

No.2BEAUFORD ROAD

No.2BEAUFORD ROAD

No.2BEAUFORD ROADSINGLE STOREYBRICK DWELLING

No.65RED HILL ROAD

No.67

SINGLE STOREYWEATHERBOARD

DWELLING

RED HILL ROADSINGLE STOREYWEATHERBOARD

DWELLING

PORC

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10590

1523

0

5470

2200

17200

10540

14600

NORTH

SITE PLANSCALE 1:200

EXISTING

Date:

Drawn:

Job Number:

Issue:

Sheet No:




Address:



19/12/19

C

4 OF 10

19-38

FORMR AND MRS LEE



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200.69

200.89

201.10

200.85

200.65

200.09 200.24

199.50

200.65

200.44

200.03199.76

199.75

199.92

200.26200.48

199.47

198.87

198.96

199.72

199.51

199.44

199.59

199.62

198.85

198.69

198.69

198.72

198.90 199.10 199.34199.65

199.83 200.

02

200.5

6

200.81

201.

19

200.54

ELECTRICITY POLE

200.23

200.27

199.47

198.85

198.79

199.80

199.68199.57

199.64

199.47

199.40

198.13

199.59

199.94

200.63

200.64

199.47

198.49

198.72

199.57

200.05

200.16

200.17

200.18

200.37

200.33200.03

200.06

200.01

199.83199.66199.39

198.71198.73198.80

198.92

198.24

199.50 200.02

199.73

199.92

200.36

200.48

200.36

200.22

199.83

199.81

199.67199.66

199.66199.58

199.46

199.09199.03

198.96

198.78

198.63

198.41

198.18

197.96197.86

198.07198.34

197.97197.98

197.89

197.85197.86197.88197.92

199.09

199.12

199.12

199.22

198.76

198.70

198.68

198.14

198.47

198.32

198.04

197.68

197.50

197.30

197.16

197.02

197.96

197.28

196.61

196.92

197.27

197.99

198.52

198.80

198.01

197.83

197.79197.92

197.90

196.64

198.38

198.2

1

197.66

197.65

197.69197.67

197.79197.62

197.20

196.82

197.09196.38

196.02

196.18

196.38196.43196.52

196.25

30.94

82°01

'30"

(51.51)159°28'

(50.04)294°40'

23.29

352°01'30"

196.2

196.2

196.4

196.4

196.6

196.

6

196.8

196.8

197.0

197.0

197.2

197.

2

197.4

197.

4

197.6

197.6

197.6

197.8

197.8

197.8

197.8

198.0

198.0

198.0

198.0

198.0

198.2

198.2

198.2

198.2

198.4

198.4

198.4

198.

4

198.6

198.6

198.6

198.6

198.8

198.8

198.8

198.8

199.0

199.0

199.0

199.

0

199.2

199.2

199.2

199.2

199.4

199.4

199.4

199.4

199.6

199.

6

199.8

199.

8

200.0

200.

0

200.2

200.2

200.4

200.

4

200.6

200.8

201.0

201.2

TG. 197.2

TR. 199.3

TR. 203.6

TR. 204.7

TR. 204.7

TR. 2

04.7

TG. 2

02.8

TG. 202.8

TG. 2

01.9

TG. 201.9

TG. 2

01.9

TG. 201.9

TG. 2

01.8

TR. 202.9 TR. 202.9

TG. 202.4

TG. 202.1

DSL. 199.

86

DSL. 199.

89

DSL. 199.

88

DSL. 199.

5

WIN

DOW

H. 20

1.5S.

200.2

WINDOWH. 201.5S. 200.2

WINDOWH. 201.5S. 200.2

WINDOWH. 201.5S. 199.9

WINDOWH. 201.5S. 200.7

WINDOWH. 201.5S. 200.7

WINDOWH. 201.5S. 200.2

WINDOWH. 201.5S. 200.2

TR. 2

03.2

TG. 2

01.9

TG. 2

01.9

TITLETITLE

TITLE

TITLE

T.B.M RIVET IN

CONCRETE EDGING

R/L 200.

81

0.060.11

0.20

0.08

0.27

0.78

1.46

0.09

0.19

POST

ON

BOUN

DARY

0.06

PICKE

T FEN

CE (1.1

m HIGH)

POST & WIRE FENCE

(1.2m HIGH)

POST & WIRE FENCE

(1.2m HIGH)

POST & WIRE FENCE(1.2m HIGH)

POST & WIRE FENCE

RED

HI

LL

ROA

D

(BITU

MEN SU

RFAC

E)

GRAVELCROSSING

GRAVELDRIVEWAY

GRAVEL

DRIVEWAY

GRAVELDRIVEWAY

OVERHEAD WIRE

TIMBER

RETAINING W

ALL

TIMBERRET. WALL

ROCK

RET. WALL

ROCKRET.WALL

ROCK RET.W

ALL

PICK

ET F

ENCE

GATE

GATEPICKETFENCE

TIMBERSHED

WATERTANK

WATERTANK

WATERTANK

GARDENAREA




SEPTIC TANK

PIT LID

G.I GARAGE

VERA

NDAH

CARPORT

COVEREDPAVEDAREA

GARDENAREA

GRASSED &

GARDEN AREA

GRASSED &BUSHES AREA

BOLLARD

No.2BEAUFORD ROAD

No.2BEAUFORD ROAD

No.2BEAUFORD ROADSINGLE STOREYBRICK DWELLING

No.67RED HILL ROADSINGLE STOREYWEATHERBOARD

DWELLING

PORC

H

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

//

//

//

//

//

//

/

/

/

2200

14600

NORTH

EXISTING DWELLING

PROPOSEDADDITIONS

PROPOSEDADDITIONS

2240

3820

EX.

EX.

REMOVESHED

7500

1277

0

FL 199.89

FL 199.89FL 199.84

FL 199.84

FL 199.84

FL 199.89PROVIDE TERMITE PROTECTION TO A.S. 3660.1 - 2000 WITH A FIXED

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

FLOOR TERMITE PROTECTION

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

SITE NOTES -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

10870

SITE PLANSCALE 1:200

PROPOSED

CRUSHED ROCK DRIVEWAY

SITE COVER RATIOSITE COVER 199.14m2

16%

GARDEN AREA:

154.28m2

1069.41m2

EX. / DP

EX. / DP

EX. / DP

EX. / DP TO BE RETIRED

DENOTES AN EXISTING DOWNPIPE

DENOTES A PROPOSED DOWNPIPE

EX. / DP

DP

DOWNPIPE LEGEND

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

85%

AREAS: M SQSITE AREA 1268.55m2

17200

Date:

Drawn:

Job Number:

Issue:

Sheet No:




Address:



19/12/19

C

5 OF 10

19-38

FORMR AND MRS LEE



bathex.

2/820

SITTINGENTRY

EXTEND DECK AND VERANDAH TO SUIT

bed 1existingBED 2

ENS.W.I.R

820

820

SLIDING DOOR

2/820

DINING

KITCHEN

LIVING

laundry

BE

NC

H S

EA

TB

EN

CH

SE

AT

820

ex.storeex.

VERANDAHAND DECK

DECK

REMOVE EXISTING WINDOWAND REPLACE AS SHOWN

WALLS SHOWN DASHEDTO BE REMOVED

RELOCATE FIRETO NEW LOCATION

REMOVE EXISTING DOORAND MAKE GOOD REMOVE EXISTING

KITCHEN FIXTURES AND REPLACE AS SHOWN


SHR

PAN

VB

4000

904000

4090

90 1900 90 2010

4090

9026

2090

4730

90

7620

1740

9360

3185

9074

4090

1740

3860

AD

DIT

ION

367090

3760 ADDITION

9580

3850

FLOOR PLANSCALE 1:100

NORTH

W1

W4W5

W6

W7

W2

W3

B

B

A

A

S.A. S.A.

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,

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. EXISTING SEPTIC LID

FLOOR STRUCTURE TO SPAN OVER SEPTIC

DP

DP DP

EX. / DP

EX. / DP

EX. / DP

EX. / DP TO BE RETIRED

DENOTES AN EXISTING DOWNPIPE

DENOTES A PROPOSED DOWNPIPE

EX. / DP

DP

DOWNPIPE LEGEND

VERANDAH

W8

W9 W10

W11

W12

SITE COVER RATIO:

SITE COVER: 199.41m2

16%

HARD COVER AREA:

HARD COVER RATIO:199.41m2

16%

AREAS: M SQ

'SPROPOSED VERANDAH / DECK: 25.93 2.8

EXISTING FLOOR:

EXISTING VERANDAH / DECK: 43.74

106.05 11.4 'S

PROPOSED FLOOR: 45.58 4.9 'S

FLOOR TO BE REMOVED 5.29 0.6 'S

DECK TO BE REMOVED 18.03 1.9 'S

AREAS: M SQSITE AREA: 1268.00

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.

*

*

*

*

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

SOUTH-WEST ELEVATIONSCALE 1:100

Date:

Drawn:

Job Number:

Issue:

Sheet No:




Address:



19/12/19

C

6 OF 10

19-38

FORMR AND MRS LEE



FL 199.89

NORTH-WEST ELEVATIONSCALE 1:100

4000

REMOVE EXISTING WINDOWAND REPLACE AS SHOWN

SUB-FLOOR VENTSAT MAX. 1500 CRS

MIN. 1000 HIGH TIMBERPICKET BALUSTRADETO MATCH EXISTING

MERBAU DECKINGSPACED APART

WEATHERBOARDSTO MATCH EXISTING

PAINTED HARDWOOD

TO MATCH EXISTINGKLIP-LOK ROOFING AT 4° PITCH


TIMBER POSTS100 X 100 SPOTTED GUM






PAINTED HARDWOOD

FL 199.89

NSL

NSL

REMOVE EXISTING ROOFAND RUN NEW HIGHER ROOF OVER

4000

Date:

Drawn:

Job Number:

Issue:

Sheet No:




Address:



19/12/19

C

7 OF 10

19-38

FORMR AND MRS LEE



SOUTH-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.

*

*

*

*

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

5100

NORTH-EAST ELEVATIONSCALE 1:100

MA

X. B

UIL

DIN

G H

EIG

HT

5100

5000

4250


PAINTED HARDWOOD SUB-FLOOR VENTSAT MAX. 1500 CRS




PAINTED HARDWOOD



REMOVE EXISTING WINDOWAND MAKE GOOD

EXISTING WALLNEW DOORS IN


SUB-FLOOR VENTSAT MAX. 1500 CRS


FL 199.89

FL 199.89

NSL

NSL

NSL

NSL

REMOVE EXISTING ROOFAND RUN NEW ROOF OVER

REMOVE EXISTING ROOFAND RUN NEW ROOF OVER


PAINTED HARDWOOD


PAINTED HARDWOOD

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 ANGLEBRACING

FASCIA

ROOF BATTENS

190 X 32

45 X 90

STUDS 2700 MAX.

STUDS 2400 MAX.

NOGGINGS

STUDS 2700 MAX.

STUDS 2700 MAX.

90 X 35

90 X 35

90 X 45

90 X 35

90 X 35

To A.s. 1684

T.PINE

F5 PINE 900

Lower Storey Loadbearing Walls

Upper Storey L'bearing Walls

Single Storey L'bearing Walls

Lower Storey Loadbearing WallsNotched

Not Notched

F5 PINE

F5 PINE

F5 PINE

F5 PINE

F5 PINE

450

450

450

450

1350

TIMBER FRAMING SCHEDULE

TOP PLATES

BOTTOM PLATES 45 X 90

45 X 90

45 X 90

MEMBER

BEARERS

SIZE

2 / 90 x 35

" 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

SINGLE

MAX. SPAN

SPECIES SPACING

F17 SHWD

"

1800

1200

1600

STRESSGRADE/

MAX.

REMARKSCONTIN

1600

2000

Or Colorbond Steel Fascia

Date:

Drawn:

Job Number:

Issue:

Sheet No:




Address:



19/12/19

C

8 OF 10

19-38

FORMR AND MRS LEE



WINDOW & DOOR SCHEDULEWIDTH

W4W5

W3

HEIGHT

W2W1

W No. JAMB STUDSREMARKS LINTEL

W7W6

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 DESIGNWINDOW 7 TO HAVE A GRADE SAFETY GLASS

2100 1720 2 x Alum. 820 french doors

2100 1720 2 x Alum. 820 french doors

12001200

1700

1700

Alum. awning windowAlum. awning window

2100 2400 Alum. sliding door unit

2100 9001000 900

Alum. awning windowAlum. awning window

FL 199.89

SECTION A-ASCALE 1:100


MERBAU DECKINGSPACED APARTNSL

MIN

. 50

50 m

in. ENTRYDINING

KLIP-LOK ROOFING AT 4° PITCH OVER PINE BATTENS AT MAX. 900 CRS

10MM PLASTERBOARD CEILINGON STEEL BATTENS AT 450 CRS

TO ENGINEERS DESIGNROOF RAFTERS AT 900 CRS

BEAM TOENG. DESIGN


MERBAU DECKING SPACED APART

GUM TIMBER POSTS100 X 100 SPOTTED

TO ENGINEERS DESIGN

COLORBOND FASCIA AND GUTTER

ENGINEERS DESIGNVERANDAH BEAM TO

SECTION B-BSCALE 1:100

FL 199.89

NSL

NSL

KLIP-LOK ROOFING AT 4° PITCH OVER PINE BATTENS AT MAX. 900 CRS

10MM PLASTERBOARD CEILINGON STEEL BATTENS AT 450 CRS

TO ENGINEERS DESIGNROOF RAFTERS AT 900 CRS

MERBAU DECKING SPACED APART

GUM TIMBER POSTS100 X 100 SPOTTED

TO ENGINEERS DESIGN



BLOCKING TO SUIT

6mm CEMENT SHEET TO TOP OF RAFTERS

BED 2ENS.

2500

2770

2500

MIN

. 210

0

140 X 35 F17 HWD140 X 35 F17 HWD140 X 35 F17 HWD

140 X 35 F17 HWD190 X 35 F17 HWD

90 X 35 F17 HWD90 X 35 F17 HWD 90 X 45 MGP10

90 X 45 MGP10

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

REMOVE EXISTING EAVE ANDROOF AND EXTEND AS SHOWN

MIN

. 210

0



ROOF SHEETING TO BE REPLACED BACK TO RIDGE

W8

W9W10

W11W12

800

800

36003100

9002100

900

900900

900

Existing window

Existing 770 door

Existing windowExisting windowExisting window 90 X 35 F17 HWD 90 X 45 MGP10

90 X 35 F17 HWD 90 X 45 MGP10

90 X 35 F17 HWD 90 X 45 MGP10240 X 45 F17 HWD 2 / 90 X 45 MGP10240 X 35 F17 HWD 2 / 90 X 35 MGP10

Date:

Drawn:

Job Number:

Issue:

Sheet No:




Address:



19/12/19

C

9 OF 10

19-38

FORMR AND MRS LEE



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

FLOOR VERANDAH

92 WATTS 69 WATTS

TV

S.A. S.A.

INTERNAL FLOOR:

LIGHTING CALCULATOR:

43.59

M SQMAX. WATTS

PER M. SQ

5 WATTS

MAX.

217.95

"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 13.67 54.68

WATTAGE

CEILING TO BE RETAINED INAREAS THAT ARE EXISTING

NO REQUIREMENTS REQUIRED

4 92 WATTS 3 69 WATTS

ELECTRICAL PLANSCALE 1:100

bed 1existing

bed 2existingstudy

existing

kitchenexisting

bathex.

l'dryex.

diningexisting

rumpusexisting

livingexisting

Date:

Drawn:

Job Number:

Issue:

Sheet No:




Address:



19/12/19

C

10 OF 10

19-38

FORMR AND MRS LEE



EXISTING FLOOR PLANSCALE 1:100

CONSTRUCTION SPECIFICATION FOR BUSHFIRE ATTACK LEVEL 29

CONSTRUCTION SUMMARY

EXTERNAL WALLS AND SUB-FLOORHARDWOOD WEATHERBOARDS

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

PROPOSED ADDITIONS 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.

Documents

THE DEVELOPMENT OF DWELLING ADDITIONS, ALTERATIONS …