Reps - Revised plans

GENERAL NOTES                                                                    STRUCTURAL DESIGN                                                                WINDOWS
ALL DIMENSIONS IN MILLIMETRES.                                                                                                                                    ALUMINIUM & GLAZING IN ACCORDANCE WITH
                                                                                 WHERE A STRUCTURAL ENGINEER HAS BEEN CONSULTED                                   A.S. 2047 - 2014 - WINDOWS IN BUILDINGS.
ALL TIMBER OR STEEL FRAMED WALLS TO WET AREAS TO BE                              - ENGINEER'S DRAWINGS AND SPECIFICATIONS TO BE                                   TO SUIT SITE DESIGN WIND LOADING.
LINED WITH FC OR APPROVED WET AREA CLADDING, FIXED                               STRICTLY COMPLIED WITH.
IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.                                RETAINING STRUCTURES                                                             PROTECTION OF OPENABLE WINDOWS TO COMPLY WITH
                                                                                                                                                                  NCC VOL 2 2019 PART 3.9.2.6 AND PART 3.9.2.7.
SUPSPENDED TIMBER OR STEEL FRAMED FLOORS TO HAVE WET                             1. DO NOT BACKFILL RETAINING WALLS UNTIL                                         WINDOWS TO BE PROTECTED IN BEDROOMS
AREA FLOORING TO ALL WET AREAS, FIXED IN ACCORDANCE                              21 DAYS AFTER CONCRETE HAS BEEN PLACED                                           WHERE WINDOW IS 2M OR MORE ABOVE THE SURFACE
WITH MANUFACTURER'S SPECIFICATIONS.                                              IN THE WALLS OF THE RETAINING                                                    BENEATH AND OTHER ROOMS WINDOWS WHERE WINDOW
                                                                                 STRUCTURES UNLESS NOTED OTHERWISE.                                               IS 4M OR MORE ABOVE SURFACE BENEATH.
THE SUB-FLOOR SPACE OF A DWELLING MUST BE VENTILATED IN                          2. THE BACKFILL MATERIAL BEHIND THE FULL
ACCORDANCE WITH NCC VOL 2 2019 PART 3.4.1                                        LENGTH OF THE EARTH RETAINING WALLS
                                                                                 SHALL CONSIST OF A COARSE GRAINED SOIL
                                                                                                                                                                  LININGS
ALL GLAZING TO COMPLY WITH NCC VOL 2 2019 PART 3.6 AND MUST BE                   OF HIGH PERMEABILITY (ie CLEAN COURSE
DESIGNED FOR THE WIND LOADS SPECIFIC TO THE BUILDING.                                                                                                             EXTERNAL CLADDINGS AND INTERNAL LININGS
                                                                                 SAND OR GRAVEL) TO MAX WIDTH OF 300MM
                                                                                                                                                                  TO BE FIXED AND FINISHED IN ACCORDANCE
                                                                                 FOR THE FULL RETAINING HEIGHT.
SMOKE ALARMS MUST BE INSTALLED IN ACCORDANCE WITH NCC VOL 2 2019                                                                                                  WITH MANUFACTURER'S SPECIFICATION.
PART 3.7.5, BE MAINS AND INTERCONNECTED AND COMPLY WITH AS3786
                                                                                 WET AREA SURFACES                                                                BRICKWORK
WATER CLOSETS (WC'S) TO HAVE A MINIMUM CLEAR WIDTH OF 900MM
                                                                                 FLOOR SURFACES TO BATH & LAUNDRY SHALL BE IMPERVIOUS,                            BRICKWORK TO BE IN ACCORDANCE WITH AS1225.
DOORS TO WC'S WHICH SWING 'IN' ARE TO HAVE LIFT - OFF HINGES.                    WITH JUNCTIONS BETWEEN WALL AND FLOOR FLASHED TO                                 DPC TO BE INSTALLED 150mm ABOVE GROUND.
PROVIDE ADEQUATE CLEARANCE AT TOP OF DOOR TO SUIT HINGES.                        PREVENT MOISTURE PENETRATION INTO WALLS.                                         WALLS TO HAVE A CONTINUOUS CAVITY KEPT
                                                                                                                                                                  CLEAN OF MORTAR DROPPINGS. ALL OPENINGS TO BE
ALL OTHER CONNECTIONS TO BE IN ACCORDANCE WITH A.S. A1684.2 TIMBER               CERAMIC TILES OR OTHER APPROVED IMPERVIOUS MATERIAL                              FULLY FLASHED WITH STANDARD DPC MATERIAL TO
FRAMING CODE.                                                                    TO WALLS ABOVE SHOWERS TO 1800MM MIN ABOVE FLOOR.                                PREVENT WATER PENETRATION TO INTERNAL AREAS.
                                                                                                                                                                  BRICK ARTICULATION/EXPANSION JOINTS TO ENGINEER
STAIRS SHALL BE DESIGNED IN ACCORDANCE WITH NCC VOL 2 2019 PART 3.9.1.           SUSTAINABLE BUILDING NOTES:                                                      DETAILS.
RISERS (R) - 115MIN, 190 MAX                                                     MP 4.1 - ACCEPTABLE SOLUTIONS
GOINGS (G) - 240 MIN (Class 1 &10), 355 MAX;                                                                                                                      TERMITES
2R+G = 550 MIN, 700 MAX                                                          1. HOME ADDITIONS TO HAVE ENERGY EFFICIENT LIGHTING
MAXIMUM OPENING = 125 mm                                                         FOR A MINIMUM OF 80% OF TOTAL FIXED INTERNAL LIGHTING.                           A TERMITE MANAGEMENT SYSTEM MUST BE INSTALLED IN
                                                                                 2. HOME ADDITIONS TO HAVE NEW AIRCONDITIONERS WITH                               ACCORDANCE WITH NCC VOL 2 2019 PART 3.1.4 & AS3660
STAIR TREADS MUST HAVE A SLIP RESISTANT FINISH OR A SUITABLE NON                 AN E.E.R OF 2.9 MIN.                                                             - TERMITE MANAGEMENT FOR A SLAB CONFORMING WITH
SKID STRIP NEAR THE EDGE OF THE NOSINGS IN ACCORDANCE WITH                       3. HOME ADDITIONS TO HAVE ALL SHOWER ROSES AND TAPS                              AS2870 - RESIDENTIAL SLABS & FOOTINGS - CONSTRUCTION.
NCC VOL 2 2019 PART 3.9.1.4.                                                     SERVING LAUNDRY TUBS, KITCHEN SINKS AND BASINS WITH
                                                                                 A MIN 3 STAR WATER EFFICIENCY LABELLING AND STANDARDS                            TERMITE BARRIERS MUST BE INSTALLED IN ACCORDANCE
ALL BALUSTRADES AND HANDRAILS TO BE 1000 MIN ABOVE FINISHED                      RATING. ALL TOILET CISTERNS TO HAVE A DUAL FLUSH                                 WITH MANUFACTURERS RECOMMENDATIONS OR BY AN
FLOOR LEVEL, 865mm MIN ABOVE STAIR NOSINGS AND HAVE NO OPENINGS                  SYSTEM AND A MIN 4 STAR WATER EFFICIENCY LABELLING AND                           ACCREDITED TECHNICIAN.
GREATER THAN 125mm, IN ACCORDANCE WITH NCC VOL 2 2019 PART 3.9.2                 STANDARDS RATING.
                                                                                                                                                                  BUSHFIRE HAZARD AREAS
ALL LAMINATED TIMBER BEAMS TO HAVE FULL-WIDTH BEARING AT                         OTHER
EACH END UNLESS OTHERWISE NOTED BY MANUFACTURERS                                                                                                                  BUSHFIRE HAZARD AREAS ARE TO COMPLY WITH AS3959 &
SPECIFICATION REQUIREMENTS.                                                      VEHICLE CROSS OVERS SHALL COMPLY WITH LOCAL                                      NCC VOL 2 2019 - PART 2.3 & 3.7
                                                                                 AUTHORITY REQUIREMENTS.
CONCRETE MASONRY DESIGN TO AS 3700.
                                                                                 FIRE & ACOUSTIC SEPARATION
WRITTEN DIMENSIONS TO HAVE PREFERENCE OVER SCALED
DIMENSIONS                                                                       BUILT TO BOUNDARY WALLS & SEPARATING WALLS
                                                                                 BETWEEN TWO OR MORE CLASS 1 BUILDINGS MUST BE IN ACCORDANCE
ALL ASPECTS OF THIS PROJECT TO COMPLY WITH THE WORK                              WITH NCC VOL 2 2019 - PART 3.7 FIRE SAFETY
HEALTH AND SAFETY ACT 2011 & AS AMENDED.                                         AND PART 3.8.6 - SOUND INSULATION.

IT IS AT THE BUILDERS DISCRETION TO POSITION BULKHEADS OR SERVICE
PANELS UNDER FLOOR FRAMING TO ACCOMODATE PLUMBING SERVICES.


FOR CONSTRUCTION
                                            No.         Description              Date      Tracy Dowden - Building Designer   Client:   Richard & Jodie Thomas
                                                                                                                                                                  Detail Notes




                                                                                                                                                                                                                              18/03/2020 3:38:22 PM
                                            22    For Construction WD's Rev 5    10/2/20
                                                                                                   QBCC: 1009413              Description Proposed duplex
                                            23    For Construction WD's Rev 6    19/2/20
                                            24    For Construction WD's Rev 7    23/2/20                                                                          Project number        5VEN
                                            25
                                            26
                                                  For Construction WD's Rev 8
                                                  For Construction WD's Rev 9
                                                                                 26/2/20
                                                                                 15/3/20
                                                                                                                              Site Address: 5 Ventura St
                                                                                                                                              Sunrise Beach Qld
                                                                                                                                                                  Date                 22/4/19           A133
                                                                                                                                                                  Drawn by                T.D
                                            27    For Construction WD's Rev 10   18/3/20
                        QBCC Lic 1184982                                                                                                                          Checked by              T.D    Scale              1 : 100

                                                                    THIS DESIGN REMAINS THE COPYRIGHT OF THE DESIGNER.