19 Viewland Drive Final Renovation Plans Stage 16 · OPW19/0180

                                                                                                                                                                                                                                                                                                   SITE DETAILS


19 viewland drive, noosa heads 4567
                   lot 8 on RP88535
                                                                                                                                                                                                                                                                                                   RESPONSIBILITY CANNOT BE TAKEN FOR SITE LEVELS
                                                                                                                                                                                                                                                                                                   THEREFORE THE BUILDER SHOULD VERIFY THESE LEVELS
                                                                                                                                                                                                                                                                                                   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.

                                                                                                                                                                                                                                                                                                   DRIVEWAY SLOPE NOT TO EXCEED A MAX 1 VERTICAL TO
                                                                                                                                                                                                                                                                                                   4 HORIZONTAL APPROX.
                                                                                                                                                                                              20.117
                                                                    20.117                                                                                                                    90d00'00"
                                                                    90d00'00"                                                                                                                                                                                                                      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




                                                                                                                                                                                                                                 5400
                                                                                                                                                                      approximate location of rear retaining wall




                                                                                                                                                                                                                                                            6000
                                                                                                                                                                      and excavation intended for drying court
                                                                                                                                                                                                                                                                                                   RETAININING WALLS EXCEEDING THIS ARE TO BE ENGINEERED ALSO
                                                                                                                                                                      (to be confirmed on site)

                                                                                                                                                                proposed extension                                                                                                                 DISPOSE SEWERAGE IN ACCORDANCE WITH LOCAL AUTHORITY




                                                                                          9675

                                                                                                 10275
                                                                                                                                                                                                                                                                                                   PREPARED DRAINAGE PLAN
                                                                                                                                                                                                  dp                                                                dp
                                                                                                                                                                                                                                                                                                   DISCHARGE ALL STORMWATER TO COUNCIL S/WATER SYSTEM




                                                                                                                                                                                                                                               solar tube
                                                                                                                                                                                                                                                                                                   (DOWNPIPE DESIGN, SIZE AND LOCATION BY BUILDER AND ROOFING
                                                                                                                                                                                                                                                                                                   REQUIREMENTS, AND MAYBE ADJUSTED TO SUIT SITE CONDITIONS.
                                                                                                                                                                proposed deck                                                                                                                      DOWNPIPES:
                                                                                                                                                                extension                                                                                          2705
                                                                                                                                                                                                                                                                                                   90DIA OR 100x50 DOWNPIPES TO STORMWATER PIPES 100mm MIN
                                                                                                                                                                                                                                                                                                   COVER 1 IN 100MIN FALL

                                                                                                           2100                                                  dp
                                                                                                                                                                                                    DN                                                                                             TERMITE PROTECTION




                                                                                                                                              0d00'00"
                                                                        DN




                                                                                                                                              30.175




                                                                                                                                                                                                                                                                                      180d00'00"
                                                                                                                                                                                                                                                                                                   BUILDER TO PROVIDE TERMITE CONTROL SYSTEM IN ACCORDANCE
                                      0d00'00"
                                      30.175




                                                                                                              180d00'00"
                                                                                                                                                                                                                                                                                                   WITH AS.3660.1




                                                                                                                                                                                                                                                                                      30.175
                                                                                                              30.175                                                                                                                                                dp                             TERMITE PROTECTION GENERALLY SHALL BE BY GROUND FLOOR SLAB
                                                 3217
                                                                                                                                                                                                                                                                                                   AS BARRIER AND EXPOSED EDGE OF SLAB AS VISUAL BARRIER




                                                                                                                                                                                                                    solar tube
                                                                                                                                                                                                  solar tube




                                                                                                                                                                                                                                  solar tube
                                                                                                                                                                                                                                                                                                   TERMI MESH OR SIMILAR COLLARS TO SLAB PENETRATIONS
                                                                                                                                                                                                                                                                                                   TERMITE RESISTENT (HAZARD LEVEL H2) TIMBER FRAMING GENERALLY
                                                                                                                                                         3817                                                                                                                                      BUILDER TO PROVIDE ACCESS FOR CLEAR VISUAL INSPECTIONS TO THE
                                                                             existing                                                                                                 existing residence                                                                                           ENTIRE PERIMETER OF THE HOUSE, AND THE EXPOSED EDGE OF CONCRETE SLABS
                                                 3817                        residence                    2700
                                                                                                                                                                                                                                                                                                   ENERGY EFFICIENCY

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




                                                                                                                                                                                                                                                                          proposed trellis
                                                                                   7100




                                                                                                                                                         6010
                                                                                                                                                                                                               driveway extended to
                                                                                                                                                                           entry extension
                                                             6100




                                                                                                                                                                                                                                                                                                   GENERAL




                                                                                                                                                                                                                                                                   4570
                                                                                                                                                                                                               suit new garage entry
                                                                                                                                                                                               direction of electric gate                                                                          ALL CONSTRUCTION METHODS AND MATERIALS TO BE IN ACCORDANCE WITH:
                                                                                                                                                     20.117                                                                                                                                        THE BUILDING CODE OF AUSTRALIA
                                                                       20.117                                                                        27d00'00"                                                                                                                                     THE BUILDING ACT 1975
                                                                       27d00'00"
                                                                                                                                                                                                                           5000                                                                    STANDARD BUILDING REGULATION 1993
                                                                                                                                                approx location of boulder retaining                                                                                                               BUILDING REGULATION 2006
                                                                                                                                                (stairs and landscaping to be determined                                                                                                           QDC QUEENSLAND DEVELOPMENT CODE
                                                                                                                                                on site by owner/builder)                                                                                                                          AS 1684-2006 TIMBER FRAMING CODE
                                                                                                                                                                                         500x1800h block piers + electric gate behind
                                                                                                                                                                                                                                                                                                   ALL TIMBER FRAMED WALLS TO WET AREAS TO BE LINED WITH FC
                                                                                                                                                                                                                                 1500h steel frame fence each side                                 WC'S TO BE A MIN CLEAR FINISHED WIDTH OF 900mm
                                                                                                                                                                                                                                                                                                   DOORS TO WC'S TO HAVE LIFT OFF HINGES
                                                                                                                                                                                                                                                                                                   SMOKE ALARMS TO BE PROVIDED AS PER BCA & AS3786
                                                                                            VIEWLAND DRIVE                                                                                                                                                                                         MASONARY CONSTRUCTION TO BE IN ACCORDANCE WITH AS3700
                                                                                                                                                                                                                                                                                                   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
                                                                                                                                                                                                                                                                                                   125mm MAX SPACING IN BALUSTERS




                                                                                                                                                                                                                                                                                                                                                                    site plan
                                                                                                                                                                                                                                                                                                   PROVICE DPC'S AS PER CLAUSE 3.3.4 BCA
                                                                                                                                                                                                                                                                                                   PROVIDE FLASHINGS AS PER CLAUS 3.3.4, 3.5.1, & 3.5.3 BCA

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


                               PROPOSED:                                                    CLIENT: RON O'GRADY BUILDER:                                                                      MANDY'S DESIGN & DRAFTING SHEET: 2 of 16 DATE:                                                                                                      ISSUE NO:
                               RENOVATION EXTENSION                                         PH: 0417 602 074    TBC                                                                           PH: 0403 481 474          SCALE: 1:200 14 AUG 2019                                                                                                  P -FINAL
                               NOTE: THESE DRAWINGS TO BE READ IN CONJUNCTION               NOTE: BUILDER TO CONFIRM SITING AND DIMENSIONS BEFORE CONSTRUCTION
                               WITH ENGINEERS DRAWINGS                                      RESPONSIBILITY LIES THERE WITH