Operational Works Application OPW21/0243 - Driveway application and supporting documents - 6 Robin Place, Lake MacDonald

GENERAL NOTES:                                                                                                                                 PROJECT NOTES:
GN01-VERIFY ALL DIMENSIONS, LEVELS, SETBACKS AND SPECIFICATIONS PRIOR TO COMMENCING ANY WORKS OR ORDERING MATERIALS.                           - ALL SMOKE ALARMS TO BE INTERCONNECTED IN ACCORDANCE WITH NCC
ENSURE THAT ALL BUILDING WORKS CONFORM TO THE NATIONAL CONSTRUCTION CODE (NCC) OF AUSTRALIA, CURRENT AUSTRALIAN                                - LIFT-OFF HINGES TO WGS ( UNLESS DOOR SWING 1.2m CLEAR )
                                                                                                                                               - REFER TO ENGINEERS DRAWINGS FOR BEAM LOCATIONS/SIZES
STANDARDS, BUILDING REGULATIONS, LOCAL BY-LAWS AND TOWN PLANNING REQUIREMENTS. REPORT ALL DISCREPANCIES TO THIS
OFFICE FOR CLARIFICATION.                                                                                                                      - STUD SPACING TO SHOWER AREA WALLS 300mm MAX
GN02-THESE PLANS SHALL BE READ IN CONJUNCTION WITH ANY STRUCTURAL ENGINEERING DRAWINGS.                                                        - WINDOW SIZES SHOWN ARE NOMINAL ONLY & MAY VARY DEPENDING
GN03-THE CONTRACTOR SHALL CARRY OUT THE WORK IN ACCORDANCE WITH THE N.C.C, AUSTRALIAN STANDARDS & LOCAL AUTHORITY                              ON MANUFACTURES SPECIFICATIONS AND EXACT SIZES

REQUIREMENTS.                                                                                                                                  - MANHOLE LOCATION TBC ON SITE & SUBJECT TO RE LOCATION BY
                                                                                                                                               RELEVANT CONTRACTOR
GN04-ALL SERVICES ARE TO COMPLY WITH PART 3.12.5 OF THE N.C.C.
GN05-ALL WET AREAS TO COMPLY WITH NCC 3.8.1 AND AS.3740 - 2010. WALL FINISHES SHALL BE IMPERVIOUS TO A HEIGHT OF 1800mm                        - LOCATIONS FOR ALL HEATING & COOUNG UNITS, SOLAR PANELS, MAN HOLES &
ABOVE FLOOR LEVEL TO SHOWER ENCLOSURES, AND 150mm ABOVE BATHTUBS, BASINS, SINKS AND TROUGHS IF WITHIN 75mm OF THE WALL, U.N.O.                 WHIRLY BIRDS AND THE UKE ARE NOMINAL ONLY AND SUBJECT TO CHANGE AS
                                                                                                                                               PER FINAL ON SITE LOCATION REQUIREMENTS BY RELEVANT SUPPLIER
GN06-PROVIDE HOGGINGS TO WET AREA ROOMS TO SECURE FIXING OF ACCESSORIES INCLUDING TOWEL RAILS. SHOWER BASKET, HAND
                                                                                                                                               - SEWER OR SEPTIC SYSTEM SHALL BE IN ACCORDANCE WITH THE RELEVANT
DRYERS AND TOILET ROLL HOLDERS.
                                                                                                                                               AUTHORITYS REQUIREMNTS
GN07-W.C DOORS TO COMPLY WITH NCC le: HAVE LIFT OFF HINGES, OPEN OUTWARD, SLIDING DOOR OR TO HAVE 1.2M BETWEEN THE PAN AND                     -ALL DIMENSIONS ON PLAN EXCLUDE PLASTERWORK
THE DOORWAY
GN08-ALL DOORS LEADING TO EXITS, AND IN EXITS, ARE TO BE FITTED WITH DOOR FURNITURE
GN09-MOUNTED BETWEEN 900mm & 1200mm ABOVE FLOOR LEVEL, AND BE CAPABLE OF BEING OPENED BY A SINGLE-HANDED DOWNWARD
ACTION ON A SINGLE DEVICE WITHOUT THE USE OF A KEY, FROM THE DIRECTION THAT A PERSON WOULD SEEK EGRESS.
GN10-VERIFY ALL STRUCTURAL REQUIREMENTS BEFORE AND DURING CONSTRUCTION.
                                                                                                                                               STAIR CONSTRUCTION:
GN11-SMOKE DETECTORS TO BE DIRECT MAINS WIRED WITH BATTERY BACK UP AND TO COMPLY WITH 3786 - 1993                                              ALL STAIRS TO COMPLY WITH THE FOLLOWING
GN12-PROVIDE ELECTRICAL SAFETY SWITCHES TO ALL SWITCHBOARDS.
GN 13-ENSURE ALL NEW AND EXISTING WORKS ARE WATERTIGHT.                                                                                        - RISERS TO HAVE A MAXIMUM HEIGHT OF 190mm AND A MINIMUM HEIGHT OF 115mm
                                                                                                                                               - GOINGS TO HAVE A MAXIMUM TREAD WIDTH OF 355mm AND MINIMUM OF 240mm
GN 14-SEWER SHALL BE IN ACCORDANCE WITH THE RELEVANT AUTHORITY'S REQUIREMENTS. STORMWATER SHALL BE TAKEN TO LEGAL POINT                        - THE RATIO OF TWICE RISER HEIGHT + TREAD WIDTH IS TO BE BETWEEN 550mm AND 700mm
OF DISCHARGE TO THE SATISFACTION OF THE RELEVANT AUTHORITY.                                                                                    - BALUSTRADE HEIGHT TO BE MINIMUM 1m (OR 865mm ABOVE THE UNE OF STAIR NOSINGS) TO ALL STAIRS AND
GN15-FOOT1NGS NOT TO ENCROACH TITLE BOUNDARIES AND EASEMENT LINES.                                                                             LANDINGS.
                                                                                                                                               - FOR FLOORS MORE THAN 4m ABOVE THE GROUND, ANY HORIZONTAL ELEMENTS WITHIN THE
GN16-PROVIDE FULL HEIGHT BRICKWORK ARTICULATION EXPANSION JOINTS OPEN AT MAX. 6.0M CENTRES OR AS REQUIRED BY ENGINEER
                                                                                                                                               - BALUSTRADE OR OTHER BARRIER BETWEEN 150mm AND 760mm ABOVE THE FLOOR MUST NOT FACILITATE CLIMBING.
AND THE SOIL REPORT.                                                                                                                           - BALUSTRADE AND RISER OPENINGS TO BE LESS THEN 125mm
GN17-PROVIDE WALL TIES TO BRICKWORK AT MAXIMUM 600mm CENTRES IN EACH DIRECTION AND WITHIN 300MM OF ARTICULATION JOINTS.                        - MINIMUM CLEAR HEIGHT OF STAIRS TO BE 2000mm MINIMUM CLEAR WIDTH TO BE 1000mm
GN18-ENSURE THAT ALL STEEL WORK, BRICK CAVITY TIES, AND STEEL LINTELS, ETC. THAT ARE                                                           - HANDRAILS MUST BE LOCATED ALONG AT LEAST ONE SIDE OF THE STAIRS AND FIXED NOT LESS
EMBEDDED OR FIXED INTO MASONRY BE PROTECTED IN ACCORDANCE WITH A.S. 1650 OR AS. 3700- 2012 TABLE 22, HOT DIPPED GALV,                          - THAN 865mm ABOVE THE NOSINGS OF THE STAIR TREADS AND FLOOR SURFACE OF THE LANDING OR THE LIKE
S/LESS STEEL OR CADMIUM COATED.                                                                                                                -ALL HAND RAILS MUST BE CONTINIOUS
                                                                                                                                               -TREADS SHALL COMPLY WITH SUP RESISTANT CLASSIFICATION NCC TABLE 3.9.1.1
GN20-PROV1DE CAVITY FLASHING AND PROVIDE WEEP HOLES EVERY SECOND PERPEND MIN. 2 BRICK COURSES ABOVE & BELOW WINDOWS
WHERE REQUIRED
GN21-WINDOW SIZES ARE NOMINAL ONLY ACTUAL SIZES WILL VARY ACCORDING TO MANUFACTURER. WINDOWS TO BE FLASHED ALL AROUND.
ALL WINDOW OPENINGS ARE TO BE MEASURED ON SITE PRIOR TO MANUFACTURE
- ALL INTERNAL GLAZING TO BE IN ACCORDANCE WITH AS 1286-2006 AND ALL EXTERNAL GLAZING TO BE IN ACCORDANCE WITH AS2047-1999
                                                                                                                                               DEMOLITIONS NOTES:
GN22-SOIL CLASSIFICATION - THESE PLANS SHALL BE READ IN CONJUNCTION WITH THE SOIL REPORT BYTHE RELEVANT ENGINEER                               ALL DEMOLITION WORKS SHALL BE UNDER THE SUPERVISION
GN23-FOOTINGS TO BE FOUNDED AT THE MINIMUM DEPTHS AS INDICATED IN THE SOIL REPORT.                                                             OF THE DEh«OUSHING CONTRACTOR OR EXPERIENCED
(OR AS PER ENGINEERS DETAILS)                                                                                                                  FOREMAN. DEMOLITION SHALL COMMENCE AT THE ROOF
                                                                                                                                               WORKING DOWN
GN244NSTALL ALL WALL AND ROOF BRACING AS REQUIRED BYAS1684.4 SECTION 8
GN25-SWIMMING POOL SAFETY REQUIREMENTS MUST BE INSTALLED IN ACCORDANCE WITH AS 1926.1-1993 & AS1926.2-2007
                                                                                                                                               ALL STRUCTURES TO BE SURED AND PROPPED AND PRECAUTIONS
GN26-ALL EXPOSED DOWN PIPES ARE TO BE ZINC ALUME OR SELECTED COLORS OND FINISH. PROVIDE 90mm Dl A HEAVY DUTY PVC DRAIN                         TAKEN TO AVOID DANGER FROM COLLAPSE WHEN STRUCTURE IS
MINIMUM 1:100 FALL. PROVIDE MINIMUM 75mm DOWN PIPE AT 12m CENTRES,                                                                             REMOVED
GN27-EXTERNAL CLADDING TO BE INSTALLED AND WATERPROOFED TO MANUFACTURES SPECIFICATIONS
                                                                                                                                               NO WALL OR STRUCTURE IS TO BE LER" UNATTENDED OR
GN26ALL WORKS SHALL COMPLY WITH, BUT NOT UMITED TO, THE CURRENT/RELEVANT EDITION OF THE BCA ANDTHE
                                                                                                                                               UNSUPPORTED IN A WAY IT MAY COLLAPSE OR BECOME IN ANY
FOLLOWING AUSTRALIAN STANDARDS:                                                                                                                WAY DANGEROUS
AS 1288 GLASS IN BUILDINGS - SELECTION AND INSTALLATION
AS 1562 DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDING
AS 1684 RESIDENTIAL TIMBER FRAMED CONSTRUCTION- NON CYCLONIC                                                                                   THESE NOTES ARE NEITHER EXHAUSTIVE, NOR A SUBSTITUTE FOR REGULATIONS, STATUTORY
AS 1720 TIMBER STRUCTURES                                                                                                                      REQUIREMENTS,
AS 1860.2 PARTICLEBOARD FLOORING - INSTALLATION                                                                                                BUILDING PRACTICE OR CONTRACTUAL OBLIGATIONS,
AS 2049 ROOF TILES                                                                                                                             AND UNLESS EXPRESSLY STATED OTHERWISE, ARE PROVIDED ONLY AS GUIDELINES.
AS 2870 RESIDENTIAL SLABS AND FOOTINGS
AS 2904 DAMP-PROOF COURSES AND FLASHINGS
AS 3600 CONCRETE STRUCTURES                                                                                                                    REPORT ALL DISCREPANCIES TO THIS OFFICE FOR CLARIFICATION
AS 3660 TERMITE MANAGEMENT - NEW BUILDING WORK
AS 3700 MASONRY STRUCTURES
AS 3740 WATERPROOFING FOR DOMESTIC WET AREAS
AS 3786 SMOKE ALARMS
AS 4055 WIND LOADS FOR HOUSING
                                                                           ft                      ^
AS 4100 STEEL STRUCTURES
AS 4440 INSTALLATION OF NAIL PLATED TIMBER ROOF TRUSSES
AS 3500 GUTTERS & DOWN PIPES

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                                                                                                                                                                                         Client                        Proposed Residence Address    Scale      1 :100
                                                                                                                                                                                         Lorraine Kelly                Lake Macdonald
                                                                                                                                                                                         Date     02/06/21                                           Job No.    20221
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