Appendix A - Amended Design Plans · 132002.220222.1

                                                                                                                                                                                                                                             SITE DETAILS

unit 1 + 2/35 karathina street, noosa heads qld 4567                                                                                                                                                                                         RESPONSIBILITY CANNOT BE TAKEN FOR SITE LEVELS




                                   lot 125 on RP9258
                                                              LOT 125 NEW GROSS FLOOR AREA 234M2                                                                                                                                             THEREFORE THE BUILDER SHOULD VERIFY THESE LEVELS
                                                                      NEW PLOT RATIO 0.45:1                                                                                                                                                  BEFORE COMMENCING ANY WORK

                                                                                                                                                                                                                                             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.
                                                                                                              17.102
                                                                                                                                                                                                                                             DRIVEWAY SLOPE NOT TO EXCEED A MAX 1 VERTICAL TO
                                                                                                              273d56'
                                                                                                                                                                                                                                             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

                                                                                                                                                                                                                                             DISCHARGE ALL STORMWATER TO COUNCIL S/WATER SYSTEM
                                                                                                                                                                                                                                             (DOWNPIPE DESIGN, SIZE AND LOCATION BY BUILDER AND ROOFING
                                                                                                                                                                                                                                             REQUIREMENTS, AND MAYBE ADJUSTED TO SUIT SITE CONDITIONS.

                                                                                                                                                                                                                                             DOWNPIPES:
                                                                                                                                                                                                                                             90DIA OR 100x50 DOWNPIPES TO STORMWATER PIPES 100mm MIN
                                                                                           existing                 existing                                                                                                                 COVER 1 IN 100MIN FALL

                                                                                             unit 2                 unit 1                                                                                                                   TERMITE PROTECTION
                                                                          183d56'
                                                                          30.190




                                                                                                                                          30.190
                                                                                                                                                                                                                                             BUILDER TO PROVIDE TERMITE CONTROL SYSTEM IN ACCORDANCE




                                                                                                                                          3d56'
                                                                                                                                                                                                                                             WITH AS.3660.1

                                                             proposed                                                                         proposed                                                                                       TERMITE PROTECTION GENERALLY SHALL BE BY GROUND FLOOR SLAB
                                                       balcony build in                                                                       balcony build in                                                                               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
                                                                                                                                                                                                                                             ALL SHOWER HEADS TO HAVE CERTIFIED AAA WATER CONSERVATION RATING
                                                                                                                                                                                                                                             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
                                                                                         TOTAL SITE AREA 516m2                                                                                                                               (OR OTHER APPROVED) OF SIZE TO SUIT REQUIREMENTS.

                                                                                                                                                                                                                                             GENERAL
                                                                                                           17.102
                                                                                                           93d56'
                                                                                                                                                                                                                                             ALL CONSTRUCTION METHODS AND MATERIALS TO BE IN ACCORDANCE WITH:
                                                                                                                                                                                                                                             THE BUILDING CODE OF AUSTRALIA

                                                       KATHARINA                                                               STREET                                                                                                        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

                                                       NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                             BALUSTRADING TO BE 1000MIN ABOVE FINISHED FLOOR LEVEL AND HAVE
                                                                                                                                                                                                                                             125mm MAX SPACING IN BALUSTERS
                                                                                                                                                                                                                                             PROVICE DPC'S AS PER CLAUSE 3.3.4 BCA




                                                                                                                                                                                                                                                                                                       site plan
                                                       NOTE: INSTALLATION OF ALL EXTERNAL MATERIALS BY BUILDER AS PER MANUFACTURERS SPECIFICATIONS AND CERTIFICATION REQUIREMENTS AS OUTLINED BY NCC                                         PROVIDE FLASHINGS AS PER CLAUSE 3.3.4, 3.5.1, & 3.5.3 BCA


                                                 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 31 AUG 2026                     HM-2026-D
                                                       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