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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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Original PDF page 32, section 1. The text section number identifies this passage in the reader.

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



                                                                                                                                                                                                                                                                                                                                                1                       1
                                                                                                                                                                                                                                                                                                                                               1.2                     4.3d

                                                                                                                                                                                                                                                                                                                                                                                   STEEL TRUSSES TO SHED
                                                                                                                                                                                                                                                                                                                                                                                   MANUFACTURERS
                                                                                                                                                                                                                                                                                                                                                                                   ENGINEERS DETAILS -
                                                                                                                                                                                                                                                                                                                                                                                   NOTE BAL FZ
                                                                                                                                                                                                                                                                                            STEEL TRUSSES TO SHED                                                                  REQUIREMENTS
                                                                                                                                                                                                                                                                                            MANUFACTURERS
                                                                                                                                                                                                                                                                                            ENGINEERS DETAILS -
                                                                                                                                                                                                                                                                                            NOTE BAL FZ
                                                                                                                                                                                                                                                                                            REQUIREMENTS
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




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              2450
                                                                                                                                                                                                                                                                                                                        - 150



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                                                                                                                                                                                                                                                                                                                                                                                                                                                                             GROUND LEV. PAD

                                                                                                                                                                                                                                                                                                                                                                              FALL 1:100 AWAY
                                                                                                                                                                                                                                                                                                                                                                              FROM BUILDING
                                                                                                                                                                                                                                                                                                                                                                              TO SPOON
                                                                                                                                                                                                                                                                                                                                                                              DRAIN OR AGG.
                                                                                                                                                                                                                                                                                                                                                                              PIPE
                                                                                                                                                                                                                                                                                                                                                          GARAGE AA
                                                                                                                                                                                                                                                                                                                                                          1 : 100


                                                                                                                                                                                                                                                                                                                                                2
                                                                                                                                                                                                                                                                                                                                               4.3d




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                                                                                                                                                                                                                                                                                                                                                                                                                                              2450
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                                                                                                                                                                                                                                                                                                                                                          GARAGE BB
                                                                                                                                                                                                                                                                                                                                                          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 : 100
                                                                                                                                                                                                            * 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)                                                  GARAGE SECTION                              A0068724                            4.3d                    Lr
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