Minor Change Application

                                                                                                                                                                                                             SLAB NOTES:                                                                                                                                                                                                                                                      THIS DRAWING IS SUBJECT TO COPYRIGHT LAWS AND
                                                                                                                                                                                                             0.2MM POLYETHYLENE VAPOUR BARRIER DIRECTLY UNDER SLAB LAPPED 200MM MINIUM AT JOINTS AND TAPED WITH APPROVED TAPE TO PROVIDE A                                                                                                                                    MAY NOT BE COPIED WITHOUT THE WRITTEN PERMISSION
                                                                                                                                                                                                             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.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              OF ANNA PAROZ DESIGN AND DRAFTING                      ©
                                                                                                                                                                                                             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 DWELLING FOR 50MM OVER THE 1ST 1METRE.
                                                                                                                                                                                                             (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-
                                                                                                                                                                                                             170MM ABOVE ADJUACENT FINISHED GROUND LEVEL OR 95MM ABOVE ADJACENT PAVED OR CONCRETED AREAS WHICH FALL AWA FROM THE WALL OR 70MM
                                                                                                                                                                                                             ABOVE ADJACENT PAVED OR CONCRETED AREAS.
                                                                                                                                                                                                             C) LEVEL RELATIVE TO DRAINAGE ORG AS PER AS.3500, PLUMBING AND DRAINAGE CODE -
                                                                                                                                                                                                             150MM MINIMUM ABOVE TOP OF ORG TO LOWEST FIXTURE POINT I.E. FLOOR WASTE OR SHOWER DRAIN.
                                                                                                                                                                                                             LEVEL OF ORG MUST BE 75MM MIN. ABOVE FINISHED GROUND LEVEL.
                                                                                                                                                                                                             D) STANDARD BUILDING REGULATIONS REQUIRE THE LEVEL OF ALL HABITABLE ROOMS BE 300MM MINIMUM ABOVE THE Q50 FLOOD LEVEL OR AS
                                                                                                                                                                                                             DETERMINDED BY THE LOCAL AUTHORITY.
                                                                                                                                                                                                             E) LOCAL TOWN PLANNING SCHEMES MAY SPECIFY FLOOR LEVELS RELATIVE TO FINISHED SURFACES IN RURAL AREAS.

                                                                                                                                                                                                             TERMITES
                                                                                                                                                                                                             A TERMIATE MANAGEMENT SYSTEM MUST BE INSTALLED IN ACCORDANCE WITH NCC PART 3.1.3 & AS3660-TERMITE MANAGEMENT FOR A SLAB CONFORMING
                                                                                                                                                                                                             WITH AS2870 - RESIDEDENTIAL SLABS & FOOTINGS -
                                                                                                                                                                                                             CONSTRUCTION
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




                                                                                                                                                                                                             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 THE SLAB EDGE MUST BE A CLEAN, SMOOTH FINISH AND MUST
                                                                                                                                                                                                             NOT BE CONCEALED BY RENDER, TILES, CLADDING OR FLASHINGS.



                                                                                                                                                                                                                                                                                                                                                                                                                                   8000


                                                                                                                                                                                                                                                                                                                                                                                                                                                                    270
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  POST - SACRIFICAL 75SHS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            255
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  (CONFIRM WITH ENG. DETAILS)




                                                                                                                                                                                                                                                                                                                                                                                                                               GARAGE




                                                                                                                                                                                                                                                                                                                                                                                       8000




                                                                                                                                                                                                                                                                                                                                                                                                                              4
                                                                                                                                                                                                                                                                                                                                                                                                                           31


                                                                                                                                                                                                                                                                                                                                                                                                                                    11
                                                                                                                                                                                                                                                                                                                                                                                                                          11




                                                                                                                                                                                                                                                                                                                                                                                                                                       31
                                                                                                                                                                                                                                                                                                                                                                                9375




                                                                                                                                                                                                                                                                                                                                                                                                                                          4
                                                                                                                                                                                                                                                                                                                                                                                                                               WALKWAY




                                                                                                                                                                                                                                                                                                                                                                                                                                                          1215
                                                                                                                                                                                                                                                                                                                                                                                                                                  9104




                                                                                                                                                                                                                                                                                                                                                                                       1375
                                                                                                                                                                                                                                                                                                                                                                                                                                                9104             350350 625
                                                                                                                                                                                                                                                                                                                                                                                                    175350350




                                                                                                                                                                                                                                                                                                                                                                                              160




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  160
                                                                                                                                                                                                                                                                                                                                                                                                                 3925              350350              4375                             POST - SACRIFICAL 75SHS

                                                                                                                                                                                                                                                                                                                                                                                                    100                            8000                               900
                                                                                                                                                                                                                                                                                                                                                                                                                                         9000




                                                                                                                                                                                                                                                                                      GARAGE ELECTRICAL PLAN                                                                                                           GARAGE SLAB & WALK WAY
                                                                                                                                                                                                                                                                                       1 : 100                                                                                                                          1 : 100




                                                                                                                                                                                                                                                                                                                                                       CLIENT:                                        JOB                                                                   DRAWN BY:       DATE DRAWN: CHECKED BY:       APPROVED FOR
                                                                                                                                                                                                            NOTES:                                                                                                                                                                                    DESCRIPTION :                                                                                                       CONSTRUCTION:
                                                                                                                                                                                                            PLEASE NOTE: DETAILS SHOWN ON THESE PLANS ARE                                                                                              CAMERON & KAREN MITTON                                                                                                     AP           08.04.25
                                                                                                                                                                                                            INTENDED
                                                                                                                                                                                                                                                                                                                                                                                                      CUSTOM DESIGN - BAL FZ
                                                                                                                                                                                                            TO BE ACCURATE - HOWEVER INFORMATION WRITTEN INTO                                         56 OYSTER BANK ROAD,                             SITE ADDRESS:                                  NOT FOR CONSTRUCTION                                                  COUNCIL AREA:                  SCALE:
                                                                                                                                                                                                            INDIVIDUAL CONTRACTS WILL TAKE PRECEDENCE OVER PLANS                                      BLI BLI, QLD 4560                                RP186535                                                                                                             NOOSA SHIRE
                                                                                                                                                                                                                                                                                                                                                                                                      PROGRESSION STAGE : WORKING DRAWINGS 1                                                                          1 : 100
                                                                                                                                                                                                            * ALL DIMENSIONS ARE IN MILLIMETRES                                                       TELEPHONE : 0412 105 174
                                                                                                                                                                                                            * DO NOT SCALE - USE WRITTEN DIMENSIONS                                                                                                    7 ASHDOWN COURT, TINBEERWAH                    DRAWING TITLE:                                                        JOB No:                        DRWG No:             ISSUE:
                                                                                                                                                                                                                                                                                                      EMAIL : [email protected]
                                                                                                                                                                                                            * ALL DIMENSIONS ARE TO STRUCTURAL FRAMES ONLY                                                                                             QLD, 4563                                                                                                            A0068724                                4.4             Lr
                                                                                                                                                                                                               EXCLUDING FINISHED (EXISTING) SURFACES                                                 Building Design Licence no. 1269235 (Low Rise)                                                 GARAGE ELEC. & SLAB