1229 - Plan A03-rev E3

    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 21 DAYS                                                WINDOWS TO BE PROTECTED IN BEDROOMS
    AREA FLOORING TO ALL WET AREAS, FIXED IN ACCORDANCE                                                              AFTER CONCRETE HAS BEEN PLACED IN THE WALLS OF                                                  WHERE WINDOW IS 2M OR MORE ABOVE THE SURFACE
    WITH MANUFACTURER'S SPECIFICATIONS.                                                                              THE RETAINING STRUCTURES UNLESS NOTED                                                           BENEATH AND OTHER ROOMS WINDOWS WHERE WINDOW
                                                                                                                     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 LENGTH OF
    ACCORDANCE WITH NCC VOL 2 2019 PART 3.4.1                                                                        THE EARTH RETAINING WALLS SHALL CONSIST OF A                                                    LININGS
                                                                                                                     COARSE GRAINED SOIL OF HIGH PERMEABILITY (ie CLEAN
    ALL GLAZING TO COMPLY WITH NCC VOL 2 2019 PART 3.6 AND MUST BE                                                   COURSE SAND OR GRAVEL) TO MAX WIDTH OF 300MM                                                    EXTERNAL CLADDINGS AND INTERNAL LININGS
    DESIGNED FOR THE WIND LOADS SPECIFIC TO THE BUILDING.                                                            FOR THE FULL RETAINING HEIGHT.                                                                  TO BE FIXED AND FINISHED IN ACCORDANCE
                                                                                                                                                                                                                     WITH MANUFACTURER'S SPECIFICATION.
    SMOKE ALARMS MUST BE INSTALLED IN ACCORDANCE WITH NCC VOL 2 2019
    PART 3.7.5, BE MAINS AND INTERCONNECTED AND COMPLY WITH AS3786                                                   WET AREA SURFACES                                                                               TERMITES

    WATER CLOSETS (WC'S) TO HAVE A MINIMUM CLEAR WIDTH OF 900MM                                                      FLOOR SURFACES TO BATH & LAUNDRY SHALL BE IMPERVIOUS,                                           A TERMITE MANAGEMENT SYSTEM MUST BE INSTALLED IN
                                                                                                                     WITH JUNCTIONS BETWEEN WALL AND FLOOR FLASHED TO                                                ACCORDANCE WITH NCC VOL 2 2019 PART 3.1.4 & AS3660
    DOORS TO WC'S WHICH SWING 'IN' ARE TO HAVE LIFT - OFF HINGES.                                                    PREVENT MOISTURE PENETRATION INTO WALLS.                                                        - TERMITE MANAGEMENT FOR A SLAB CONFORMING WITH
    PROVIDE ADEQUATE CLEARANCE AT TOP OF DOOR TO SUIT HINGES.                                                                                                                                                        AS2870 - RESIDENTIAL SLABS & FOOTINGS - CONSTRUCTION.
                                                                                                                     CERAMIC TILES OR OTHER APPROVED IMPERVIOUS MATERIAL
    ALL OTHER CONNECTIONS TO BE IN ACCORDANCE WITH A.S. A1684.2 TIMBER                                               TO WALLS ABOVE SHOWERS TO 1800MM MIN ABOVE FLOOR.                                               TERMITE BARRIERS MUST BE INSTALLED IN ACCORDANCE
    FRAMING CODE.                                                                                                                                                                                                    WITH MANUFACTURERS RECOMMENDATIONS OR BY AN
                                                                                                                     SUSTAINABLE BUILDING NOTES:                                                                     ACCREDITED TECHNICIAN.
    STAIRS SHALL BE DESIGNED IN ACCORDANCE WITH NCC VOL 2 2019 PART 3.9.1.                                           MP 4.1 - ACCEPTABLE SOLUTIONS
    RISERS (R) - 115MIN, 190 MAX
    GOINGS (G) - 240 MIN (Class 1 &10), 355 MAX;                                                                     1. HOME ADDITIONS TO HAVE ENERGY EFFICIENT LIGHTING                                             BUSHFIRE HAZARD AREAS
    2R+G = 550 MIN, 700 MAX                                                                                          FOR A MINIMUM OF 80% OF TOTAL FIXED INTERNAL LIGHTING.
                                                                                                                     2. HOME ADDITIONS TO HAVE NEW AIRCONDITIONERS WITH                                              BUSHFIRE HAZARD AREAS ARE TO COMPLY WITH AS3959 &
    MAXIMUM OPENING = 125 mm
                                                                                                                     AN E.E.R OF 2.9 MIN.                                                                            NCC VOL 2 2019 - PART 2.3 & 3.7
    STAIR TREADS MUST HAVE A SLIP RESISTANT FINISH OR A SUITABLE NON                                                 3. HOME ADDITIONS TO HAVE ALL SHOWER ROSES AND TAPS
    SKID STRIP NEAR THE EDGE OF THE NOSINGS IN ACCORDANCE WITH                                                       SERVING LAUNDRY TUBS, KITCHEN SINKS AND BASINS WITH
    NCC VOL 2 2019 PART 3.9.1.4.                                                                                     A MIN 3 STAR WATER EFFICIENCY LABELLING AND STANDARDS
                                                                                                                     RATING. ALL TOILET CISTERNS TO HAVE A DUAL FLUSH
    ALL BALUSTRADES AND HANDRAILS TO BE 1000 MIN ABOVE FINISHED                                                      SYSTEM AND A MIN 4 STAR WATER EFFICIENCY LABELLING AND
    FLOOR LEVEL, 865mm MIN ABOVE STAIR NOSINGS AND HAVE NO OPENINGS                                                  STANDARDS RATING.
    GREATER THAN 125mm, IN ACCORDANCE WITH NCC VOL 2 2019 PART 3.9.2                                                 OTHER
    ALL LAMINATED TIMBER BEAMS TO HAVE FULL-WIDTH BEARING AT                                                         VEHICLE CROSS OVERS SHALL COMPLY WITH LOCAL
    EACH END UNLESS OTHERWISE NOTED BY MANUFACTURERS                                                                 AUTHORITY REQUIREMENTS.
    SPECIFICATION REQUIREMENTS.
                                                                                                                     FIRE & ACOUSTIC SEPARATION
    CONCRETE MASONRY DESIGN TO AS 3700.
                                                                                                                     BUILT TO BOUNDARY WALLS & SEPARATING WALLS
    WRITTEN DIMENSIONS TO HAVE PREFERENCE OVER SCALED                                                                BETWEEN TWO OR MORE CLASS 1 BUILDINGS MUST BE IN ACCORDANCE
    DIMENSIONS                                                                                                       WITH NCC VOL 2 2019 - PART 3.7 FIRE SAFETY
                                                                                                                     AND PART 3.8.6 - SOUND INSULATION.
    ALL ASPECTS OF THIS PROJECT TO COMPLY WITH THE WORK
    HEALTH AND SAFETY ACT 2011 & AS AMENDED.

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


                                                 Revision                            Description                      Date       Issued By                                                       Building Class:         10a Sheet Name:
                                                                                                                                             PROJECT DESCRIPTION
                                          A2                 CONCEPT PLAN                                         06.05.2025   SjB
                                                                                                                                             Client:        Noosa Sea Scouts                     Climate Zone:             3
                                          A3                 REVISED DESIGN                                       05.06.2025   SjB                                                                                                                      GENERAL NOTES




                                                                                                                                                                                                                                                                                       15/09/2025 12:51:34 PM
                                          B1                 DESIGN DEVELOPMENT                                   14.07.2025   SjB           Name on Title: Ladies & Gents Changing & wc Block   Wind:                   N3
                                          C1                 DETAILED DESIGN                                      14.07.2025   SjB           Address:       11 Eumundi Noosa Rd, Noosaville.     BAL:                    low Project #:                           Sheet #:
                                          D1                 CONTRACT PLAN SET                                    21.07.2025   SjB                                                               Soil Class:              M
                                          E1
                                          E2
                                                             FOR CONSTRUCTION
                                                             Electrical distribution board and connection point
                                                                                                                  25.07.2025
                                                                                                                  26.08.2025
                                                                                                                               SjB
                                                                                                                               SjB           Lot 7 on RP 224431                                  Corrosion:        C3 RATING                            1229               A14
©   QBCC Lic no. 15143813                                    added                                                                           NOOSA SHIRE COUNCIL                                 Acoustic:         ACOUSTIC Drawn By:      SjB Checked By:   T.J. Scale:     1 : 100