Appendix A - Design Plans · 132002.220222.1

                                                                                                                                                                                                                                          SITE DETAILS

unit 1 + 2/35 karathina street, noosa heads qld 4567
                                   lot 125 on RP9258
                                                                                                                                                                                                                                          RESPONSIBILITY CANNOT BE TAKEN FOR SITE LEVELS
                                                                                                                                                                                                                                          THEREFORE THE BUILDER SHOULD VERIFY THESE LEVELS
                                                                                                                                                                                                                                          BEFORE COMMENCING ANY WORK
                                                                                                              17.102
                                                                                                              273d56'                                                                                                                     CUT AND FILL, LEVELS SHOWN ON THIS PLAN ARE APPROXIMATE
                                                                                                                                                                                                                                          INTERPRETATION, AND MAY VARY TO FINISHED LEVELS ON SITE
                                                                                                                                                                                                                                          AT COMMENCEMENT AND COMPLETION OF WORKS

                                                                                                                                                                                                                                          PLATFORM IMMEDIATELY SURROUNDING RESIDENCE TO
                                                                                                                                                                                                                                          FALL AWAY FROM RESIDENCE AT A SLOPE OF 1 IN 15MIN.

                                                                                                                                                                                                                                          DRIVEWAY SLOPE NOT TO EXCEED A MAX 1 VERTICAL TO
                                                                                                                                                                                                                                          4 HORIZONTAL APPROX.

                                                                                                                                                                                                                                          1000MAX HIGH TIMBER RETAINING WALLS TO HAVE 65mm DIA. AG. PIPE
                                                                                                                                                                                                                                          (DISCHARGE TO STORMWATER) + GRADED GRANULAR BACK FILL
                                                                                                                                                                                                                                          BEHIND AND TO BE CONTAINED WITHIN SITE

                                                                                                                                                                                                                                          RETAININING WALLS EXCEEDING THIS ARE TO BE ENGINEERED ALSO

                                                                                                                                                                                                                                          DISPOSE SEWERAGE IN ACCORDANCE WITH LOCAL AUTHORITY
                                                                                                                                                                                                                                          PREPARED DRAINAGE PLAN
                                                                                               existing             existing
                                                                                                                                                                                                                                          DISCHARGE ALL STORMWATER TO COUNCIL S/WATER SYSTEM
                                                                                                 unit 2             unit 1                                                                                                                (DOWNPIPE DESIGN, SIZE AND LOCATION BY BUILDER AND ROOFING
                                                                                                                                                                                                                                          REQUIREMENTS, AND MAYBE ADJUSTED TO SUIT SITE CONDITIONS.
                                                                            183d56'
                                                                            30.190




                                                                                                                                        30.190
                                                                                                                                        3d56'
                                                                                                                                                                                                                                          DOWNPIPES:
                                                                                                                                                                                                                                          90DIA OR 100x50 DOWNPIPES TO STORMWATER PIPES 100mm MIN
                                                                 proposed                                                                   proposed                                                                                      COVER 1 IN 100MIN FALL
                                                           balcony build in                                                                 balcony build in
                                                                                                                                                                                                                                          TERMITE PROTECTION

                                                                                                                                                                                                                                          BUILDER TO PROVIDE TERMITE CONTROL SYSTEM IN ACCORDANCE
                                                                                                                                                                                                                                          WITH AS.3660.1

                                                                                                                                                                                                                                          TERMITE PROTECTION GENERALLY SHALL BE BY GROUND FLOOR SLAB
                                                                                                                                                                                                                                          AS BARRIER AND EXPOSED EDGE OF SLAB AS VISUAL BARRIER

                                                                                                                                                                                                                                          TERMI MESH OR SIMILAR COLLARS TO SLAB PENETRATIONS
                                                                                                                                                                                                                                          TERMITE RESISTENT (HAZARD LEVEL H2) TIMBER FRAMING GENERALLY
                                                                                                                                                                                                                                          BUILDER TO PROVIDE ACCESS FOR CLEAR VISUAL INSPECTIONS TO THE
                                                                                                                                                                                                                                          ENTIRE PERIMETER OF THE HOUSE, AND THE EXPOSED EDGE OF CONCRETE SLABS

                                                                                                                                                                                                                                          ENERGY EFFICIENCY

                                                                                                                                                                                                                                          ALL TOILETS TO BE INSTALLED WITH 3/4.5 DUAL FLUSH CISTERNS OR BETTER
                                                                                                           17.102                                                                                                                         ALL SHOWER HEADS TO HAVE CERTIFIED AAA WATER CONSERVATION RATING
                                                                                                           93d56'                                                                                                                         ALL TAPS TO HAVE CERTIFIED AAA WATER CONSERVATION RATING
                                                                                                                                                                                                                                          ENERGY EFFICIENT LIGHTING TO BE USED FOR MIN OF 80% OF FLOOR AREA
                                                                                                                                                                                                                                          HOT WATER SYSTEM TO BE GAS BOOSTED SOLAR HOT WATER SYSTEM
                                                                                                                                                                                                                                          (OR OTHER APPROVED) OF SIZE TO SUIT REQUIREMENTS.

                                                                                                                                                                                                                                          GENERAL

                                                          KATHARINA                                                        STREET                                                                                                         ALL CONSTRUCTION METHODS AND MATERIALS TO BE IN ACCORDANCE WITH:
                                                                                                                                                                                                                                          THE BUILDING CODE OF AUSTRALIA
                                                                                                                                                                                                                                          THE BUILDING ACT 1975
                                                                                                                                                                                                                                          STANDARD BUILDING REGULATION 1993
                                                                                                                                                                                                                                          BUILDING REGULATION 2006
                                                       NOTE TO BUILDER:                                                                                                                                                                   QDC QUEENSLAND DEVELOPMENT CODE
                                                                                                                                                                                                                                          AS 1684-2006 TIMBER FRAMING CODE
                                                       IF ANY DISCREPANCIES ARISE IN THE CERTIFICATION
                                                       PROCESS, AND BUILDING WORKS HAVE COMMENCED                                                                                                                                         ALL TIMBER FRAMED WALLS TO WET AREAS TO BE LINED WITH FC
                                                       NO RESPONSIBILITY IS TAKEN FROM THE COMPLETED                                                                                                                                      WC'S TO BE A MIN CLEAR FINISHED WIDTH OF 900mm
                                                       DESIGN AND DRAFTING. IT IS A REQUIRED PART OF THE                                                                                                                                  DOORS TO WC'S TO HAVE LIFT OFF HINGES
                                                       BUILDING AND PLANNING OF INDIVIDUAL PROJECTS TO                                                                                                                                    SMOKE ALARMS TO BE PROVIDED AS PER BCA & AS3786
                                                       CONFIRM COUNCIL PLANNING SCHEME AND BUILDING                                                                                                                                       MASONARY CONSTRUCTION TO BE IN ACCORDANCE WITH AS3700
                                                       COMPLIANCE.                                                                                                                                                                        ALL WET AREA FLOORS AND WALLS TO BE PROTECTED AS PER CLAUSE 3.8.1 BCA
                                                                                                                                                                                                                                          BALUSTRADING TO BE 1000MIN ABOVE FINISHED FLOOR LEVEL AND HAVE
                                                       NOT FOR CONSTRUCTION                                                                                                                                                               125mm MAX SPACING IN BALUSTERS
                                                                                                                                                                                                                                          PROVICE DPC'S AS PER CLAUSE 3.3.4 BCA
                                                                                                                                                                                                                                          PROVIDE FLASHINGS AS PER CLAUSE 3.3.4, 3.5.1, & 3.5.3 BCA




                                                                                                                                                                                                                                                                                                       site plan
                                                       NOTE: INSTALLATION OF ALL EXTERNAL MATERIALS BY BUILDER AS PER MANUFACTURERS SPECIFICATIONS AND CERTIFICATION REQUIREMENTS AS OUTLINED BY NCC


                                                 PROPOSED:        CLIENT: HELEN MADDERN                                                BUILDER: CHRISTIAN                                              MANDY'S DESIGN + DRAFTING       SHEET: 1 of 6 DATE:       ISSUE NO:
                                                 BALCONY BUILD IN PH: 0419 296 088                                                     PH: 0422 652 760 QBCC NO:                                       PH: 0403 481 474 QBCC: 15117996 SCALE: 1:200 22 JUNE 2026 HM-2026-B
                                                       NOTE: THESE DRAWINGS TO BE READ IN CONJUNCTION          NOTE: BUILDER TO CONFIRM SITING AND DIMENSIONS BEFORE CONSTRUCTION NOTE: THESE DRAWINGS TO BE READ IN CONJUNCTION
                                                       WITH ENGINEERS DRAWINGS                                 RESPONSIBILITY LIES THERE WITH                                     WITH ENERGY EFFICIENY REPORT