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Minor Change Application

Attached to the e-mail RE_ MCU23_0085 - Mitton - Request for Minor Change to a Development Approval - 7 Ashdown Court_ Tinbeerwah QLD 4563.

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




                                                                                                                                                                                                                                                                                                                                                                         17362

                                                                                                                                                                                                                                                                                                        5927                                             3880                                                                               7555                                                                                             ENGINEER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             STRUCTURES ENGINEERING
                                                                                                                                                                                                                                                                                                                                    690                  2500                              690
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             OFFICE - Ph. 07 5319 0950
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SCOTT BRIMELOW
                                                                                                                                                                                                                                                                                                                                                                                                         POSTS 75mm                                                                                                                          JOB NO. #14682
                                                                                                                                                                                                                                                                                                                                   350                   3180                               350          CLEAR OF SLAB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               REF TO ENGINEERS DETAILS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               (INFORFMATION FOR BRIEF
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




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    OVERVIEW ONLY)




                                                                                                                                                                                                                                                                                                                            350




                                                                                                                                                                                                                                                                                                                                                                                                  350
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            RET. WALL, DRAINAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            & WATERPROOFING




                                                                                                                                                                                                                                                                                                                     2425
                                                                                                                                                                                                                                                                                                                                                                                                                              2476                                     3680                                 T.E.D




                                                                                                                                                                                                                                                                                                                            2075




                                                                                                                                                                                                                                                                                                                                                                                                  2075
                                                                                                                                                                                                                                                                                                                                                         ENTRY




                                                                                                                                                                                                                                                                                                                                                                           FALL 1:100
                                                                                                                                                                                                                                                                                                                                           FALL 1:100
                                                                                                                                                                                                                                                                                                                                                        PORCH                                                          1000          1477
                                                                                                                                                                                                                                                                                                                                                        -50 S/D




                                                                                                                                                                                                                                                                                                                                                                                                                                                   90

                                                                                                                                                                                                                                                                                                                                                                                                                                                           240
                                                                                                                                                                                                                                                                                       RET. WALL                                                                                                                                                                    RET. WALL
                                                                                                                                                                                                                                                                                                                                                                                                                       .              .




                                                                                                                                                                                                                                                                                                                                                                                                                                                   1298
                                                                                                                                                                                                                                                                                                                     1500
                                                                                                                                                                                                                                                                  L




                                                                                                                                                                                                                                                                                                                                                                                                                                                           STAIRWELL
                                                                                                                                                                                                                                                                AL
                                                                                                                                                                                                                                                               W




                                                                                                                                                                                                                                                                                                                                                                                                                           POWDER
                                                                                                                                                                                                                                                               T.




                                                                                                                                                                                                                                                                                                                                                                                                                       .           .




                                                                                                                                                                                                                                                                                                                                                                                                                                                              2170
                                                                                                                                                                                                                                                             RE




                                                                                                                                                                                                                                                                                                                                                                                                                           -50 S/D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     3048
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            3048
                                                                                                                                                                                                                                                                                                                                                                                                                                                   670
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            FJ
                                                                                                                                                                                                                                                                      4380




                                                                                                                                                                                                                                                                                                                                                                                                1930                                               6226
                                                                                                                                                                                                                                                                                                                                                                                             STAIRWELL
                                                                                                                                                                                                                                                                                                                                                                                                                                            .                   .       .                   .




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1000
                                                                                                                                                                                                                                                                                                                                                                                                                                                            ENSUITE
                                                                                                                                                                                                                                                                                                                                                                                                                                                            -50 S/D                                                                 SLAB NOTES:
                                                                                                                                                                                                                                                                                                                                                                                                                                            .                   .       .                   .                                       0.2MM POLYETHYLENE VAPOUR BARRIER DIRECTLY UNDER SLAB LAPPED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2112
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     .          .                                   200MM MINIUM AT JOINTS AND TAPED WITH APPROVED TAPE TO PROVIDE A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    WATERPROOF SEAL.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1112
                                                                                                                                                                                                                                                                                                   FJ
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .              .                                   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




                                                                                                                                                                                                                                                                                                                                                            FALL 1:100




                                                                                                                                                                                                                                                                                                                                                                                                          FALL 1:100
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    MIMIMUM FINISHED SLAB HEIGHT MUST BE DETERMINED FOR EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                           FJ
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    INDIVIDUAL PROJECT AND IS DEPENDENT UPON DESIGN FACTORS SUCH AS -
                                                                                                                                                                                                                                                                      3800




                                                                                                                                                                                                                                                                                                                                                                                         REAR                                                                                                                                       A) SUFACE WATER DRAINAGE AS PER NCC PART 3.1.2.3
                                                                                                                                                                                                                                                                                                                                                                                         DECK




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     3020
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            3020
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    150MM ABOVE ADJACENT FINISHED GROUND LEVEL OR 100MM ABOVE
                                                                                                                                                                                                                                                                                                                                                                                        -50 S/D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    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.
                                                                                                                                                                                                                                                                                                                                                                                                                                                      2425                           1505       90                                  C) LEVEL RELATIVE TO DRAINAGE ORG AS PER AS.3500, PLUMBING AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    DRAINAGE CODE -
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    4020                                                            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
                                                                                                                                                                                                                                                                                                          6617                                                                            5565                                                            5180                                                                      DETERMINDED BY THE LOCAL AUTHORITY.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    E) LOCAL TOWN PLANNING SCHEMES MAY SPECIFY FLOOR LEVELS RELATIVE
                                                                                                                                                                                                                                                                                                                                                                         17362                                                                                                                                                      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
                                                                                                                                                                                                                                                                                                                                                         ENTRY LEV. FLOOR                                                                                                                                                           TERMITE BARRIERS MUST BE INSTALLED IN ACCORDANCE WITH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    MANUFACTUREERS RECOMMDATIONS OR BY AN ACCREDIDITED TECHNICIAN.
                                                                                                                                                                                                                                                                                                                                                           1 : 100                                                                                                                                                                  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.



                                                                                                                                                                                                                                                                                                                                          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
                                                                                                                                                                                                               EXCLUDING FINISHED "EXISTING WALL" SURFACES                   Building Design Licence no. 1269235 (Low Rise)                                                                                                                        RES. E.L. SLAB / FRAME                                                         A0068724                             3.4b                 Lr
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       E.L.
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