Minor Change Application

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              THIS DRAWING IS SUBJECT TO COPYRIGHT LAWS AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              MAY NOT BE COPIED WITHOUT THE WRITTEN PERMISSION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              OF ANNA PAROZ DESIGN AND DRAFTING                           ©

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SLAB NOTES:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                0.2MM POLYETHYLENE VAPOUR BARRIER DIRECTLY UNDER SLAB LAPPED 200MM MINIUM AT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                JOINTS AND TAPED WITH APPROVED TAPE TO PROVIDE A WATERPROOF SEAL.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                50MM MINIMUM THICK SAND BEDDING, COMPACTED AND LEVELED.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                WHERE FLOOR WASTES ARE INSTALLED, ADEQUATE FALLS ARE TO BE PROVIDED IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ACCORDANCE WITH THE NCC VOL2, 3.8.1 WET AREAS.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SLAB HEIGHTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                MIMIMUM FINISHED SLAB HEIGHT MUST BE DETERMINED FOR EACH INDIVIDUAL PROJECT AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                IS DEPENDENT UPON DESIGN FACTORS SUCH AS -
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                A) SUFACE WATER DRAINAGE AS PER NCC PART 3.1.2.3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                150MM ABOVE ADJACENT FINISHED GROUND LEVEL OR 100MM ABOVE SANDY, WELL-DRAINED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                AREAS OR 50MM ABOVE PAVED OR CONCRETED AREAS WHICH FALL AWAY FROM THE
                                                                                                                                                                                                                                                       NOTE: WALL HUNG VANITY WITH TAPS THROUGH                                                                                                                                                                                 DWELLING FOR 50MM OVER THE 1ST 1METRE.
                                                                                                                                                                                                                                                       BASIN ON VANITY                                                                                                                                                                                                          (CHECK STATE VARIATIONS)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                B) MASONONARY VENEER CONSTRUCTION WHERE DPC'S MUST BE150MM MINIMUM ABOVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ADJACENT GROUND LEVEL AND REQUIRE A SLAB EDGE RECESS AS PER BCA PART 3.3.4.5-
                                                                                                                                                                                                                                                                                                                                  8912                                                                                                                                          170MM ABOVE ADJUACENT FINISHED GROUND LEVEL OR 95MM ABOVE ADJACENT PAVED OR
                                                                                                                                                                                                                                                                                                                               TUB & TAPS                                                                                                                                       CONCRETED AREAS WHICH FALL AWA FROM THE WALL OR 70MM ABOVE ADJACENT PAVED
                                                                                                                                                                                                                                                                                        3430                                                                                                                                                                                    OR CONCRETED AREAS.
G:\_UserData (CURRENT)\Documents\1. Desktop from Old Computer (CURRENT)\Desktop (Current)\ANNA'S Comp SD (Current)\2025 Current Design Jobs\Mitton Cameron, Karen Tinbeerwah 2025\Mitton 2 Shed House.rte




                                                                                                                                                                                                                                                                                        W.C.                                                                                                                                                                                    C) LEVEL RELATIVE TO DRAINAGE ORG AS PER AS.3500, PLUMBING AND DRAINAGE CODE -
                                                                                                                                                                                                                                                                                    2550
                                                                                                                                                                                                                                                                                    SHW                                                                                                                                                                                         150MM MINIMUM ABOVE TOP OF ORG TO LOWEST FIXTURE POINT I.E. FLOOR WASTE OR
                                                                                                                                                                                                                                                                       1430                                                                                                                                                                                                     SHOWER DRAIN.
                                                                                                                                                                                                                                                                    VAN.+TAPS                                                                               MASONRY RETAINING WALL T.E.D                                                                                        LEVEL OF ORG MUST BE 75MM MIN. ABOVE FINISHED GROUND LEVEL.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                D) STANDARD BUILDING REGULATIONS REQUIRE THE LEVEL OF ALL HABITABLE ROOMS BE
                                                                                                                                                                                                                                                                   365
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                300MM MINIMUM ABOVE THE Q50 FLOOD LEVEL OR AS DETERMINDED BY THE LOCAL
                                                                                                                                                                                                                                                                BTW BATH                                                                                                                                       MASONRY RETAINING WALL T.E.D                                     AUTHORITY.




                                                                                                                                                                                                                                                                                                                                                                                                                                                 200
                                                                                                                                                                                                                                                                                                                                                                                            240
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                E) LOCAL TOWN PLANNING SCHEMES MAY SPECIFY FLOOR LEVELS RELATIVE TO FINISHED
                                                                                                                                                                                                                                                               240




                                                                                                                                                                                                                                                                                                                                                     40
                                                                                                                                                                                                                                                  GE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SURFACES IN RURAL AREAS.




                                                                                                                                                                                                                                                                                                                                                                                                                                      90
                                                                                                                                                                                                                                                                            .                 ..   1200




                                                                                                                                                                                                                                                                                                                     1200




                                                                                                                                                                                                                                                                                                                                                                1200
                                                                                                                                                                                                                                                 A




                                                                                                                                                                                                                                                                                                          SHW                                                                 TUB
                                                                                                                                                                                                                                                                           1090
                                                                                                                                                                                                                                              IN




                                                                                                                                                                                                                                                                                                            .    .                                                        .
                                                                                                                                                                                                                                                                                                                                      .                                            .                                                                                            TERMITES




                                                                                                                                                                                                                                                                                                                                                                                            1420
                                                                                                                                                                                                                                                                                                                                     WC
                                                                                                                                                                                                                                              A




                                                                                                                                                                                                                                                                                     VANITY
                                                                                                                                                                                                                                           DR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                A TERMIATE MANAGEMENT SYSTEM MUST BE INSTALLED IN ACCORDANCE WITH NCC PART




                                                                                                                                                                                                                                                                                                                                                     2100
                                                                                                                                                                                                                                                               2100




                                                                                                                                                                                                                                                                                     FW                   FW                FW                                                FW                                                                                                3.1.3 & AS3660-TERMITE MANAGEMENT FOR A SLAB CONFORMING WITH AS2870 -
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                RESIDEDENTIAL SLABS & FOOTINGS -
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     DRAINAGE   CONSTRUCTION
                                                                                                                                                                                                                                                                                                                 .          VANITY        .                              .             .




                                                                                                                                                                                                                                                                                                                                                                                            730
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                TERMITE BARRIERS MUST BE INSTALLED IN ACCORDANCE WITH MANUFACTUREERS
                                                                                                                                                                                                                                                                           .                ..                  .                                                                                                                                                               RECOMMDATIONS OR BY AN ACCREDIDITED TECHNICIAN.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                WHERE A CONCRETE SLAB-ON-GROUND IS USED AS THE BARRIERS, NOT LESS THAN 75MM OF
                                                                                                                                                                                                                                                                                                                              8030                                            1960                                                                                              THE SLAB EDGE MUST BE A CLEAN, SMOOTH FINISH AND MUST NOT BE CONCEALED BY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                RENDER, TILES, CLADDING OR FLASHINGS.
                                                                                                                                                                                                                                                                      90                           4390                                          SLAB                                         SLAB
                                                                                                                                                                                                                                                                                                                                                 RECESS -35mm                                 RECESS -35mm
                                                                                                                                                                                                                                                                                                                                                 REFER T.E.D.                                 REFER T.E.D.

                                                                                                                                                                                                                                                                                                          CONCRETE                                                                                                  CONCRETE


                                                                                                                                                                                                                                                                                                                                                                              LOWER
                                                                                                                                                                                                                                                                                                                                                                               DECK




                                                                                                                                                                                                                                                                           125SHS
                                                                                                                                                                                                                                                                           T.E.D          3264                                                3264                     2826                  2826            2545              2545




                                                                                                                                                                                                                                                                                                                                                                                             L.L. SLAB SETOUT PLAN
                                                                                                                                                                                                                                                                                                                                                                                                   1 : 100



                                                                                                                                                                                                            NOTES: PLEASE NOTE: DETAILS SHOWN ON THESE PLANS ARE INTENDED TO BE                                                                                                            CLIENT:                                         JOB                                      DRAWN BY:        DATE DRAWN:           CHECKED BY:          APPROVED FOR
                                                                                                                                                                                                            ACCURATE - HOWEVER INFORMATION WRITTEN INTO INDIVIDUAL CONTRACTS WILL                                                                                                                                                          DESCRIPTION :                                                                                        CONSTRUCTION:
                                                                                                                                                                                                            TAKE PRECEDENCE OVER PLANS                                                                                                                                                     CAMERON & KAREN MITTON                                                                        AP            08.04.25
                                                                                                                                                                                                            * ALL DIMENSIONS ARE IN MILLIMETRES
                                                                                                                                                                                                                                                                                                                                                                                                                                           CUSTOM DESIGN - BAL FZ
                                                                                                                                                                                                            * DO NOT SCALE - USE WRITTEN DIMENSIONS
                                                                                                                                                                                                                                                                                                                56 OYSTER BANK ROAD,                                                       SITE ADDRESS:                                   NOT FOR CONSTRUCTION                     COUNCIL AREA:                          SCALE:
                                                                                                                                                                                                            * ALL DIMENSIONS ARE TO STRUCTURAL FRAMES ONLY     EXCLUDING
                                                                                                                                                                                                               FINISHED (EXISTING) SURFACES                                                                     BLI BLI, QLD 4560                                                          RP186535                    PROGRESSION STAGE :                 WORKING DRAWINGS 1       NOOSA SHIRE                                        1 1: : 100
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               200
                                                                                                                                                                                                            * READ THESE PLAN IN CONJUCTION WITH STRUCTURAL ENGINEERS PLANS
                                                                                                                                                                                                               & RELEVANT CONSULTANTS - REF. TO BUILDER
                                                                                                                                                                                                                                                                                                                TELEPHONE : 0412 105 174                                                   7 ASHDOWN COURT, TINBEERWAH                                                                                                                          ISSUE:
                                                                                                                                                                                                                                                                                                                                                                                                                       DRAWING TITLE:                                               JOB No:                                 DRWG No:
                                                                                                                                                                                                            * ALL CONSTRUCTION WORKS TO BE IN ACC. WITH DA APPROVAL CONDITIONS
                                                                                                                                                                                                                                                                                                                EMAIL : [email protected]                                               QLD, 4563
                                                                                                                                                                                                            AND COUNCIL APPROVED PLANS. NOTE DISCREPANCES & REF. TO DESIGNER                                     Building Design Licence no. 1269235 (Low Rise)                                                                            RES L.L SLAB/FOOTING                     A0068724                            3.4a L.L.                      Lr