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1142 Post Office DA (A) · MCU14/0053.01

From the archive 00169634.zip, inside Change to DA - MCU14/0053.01. File date in the archive: 2018-03-02 15:40.

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                                                                                                                                                                                              1500                                                                           13133
                                                                                                                                                                                              AWNING 165                                                                      12803                                                               165
                                                                                                                                      2.0
                                                                                                                                         0
                                                                                                                              WM                                                                                                                                    ADJACENT SHOP
                                                                                 1.84
                                                                                                                                                                                                                                                                                                                                                            1092                                   5000
                                                                                                                                                                  8
                                                                                                                                                               470                                2.13                                                                                                                                                                                                                                 90° 00' 00"
                                                                                                        50

                                                                                                                200                  ECB




                                                                                                                                                                                                                                                                                                                                                                                     600
                                                                                                                                                                                                                                                                                                                                                                                                                                        30.958 m             2.34
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      2.60
                                                                                                                                                                                                                                                                                                                                                                                                                                                    2.27
                                                                                                                                                                  2.22                                                                                                                               TEA




                                                                                                                                                                                                                                     2444
                                                                                                                                                                                                                                                                     ED A   DDITION                                          WC                                                              PARKING
                                                                                                                                              SELECTED FINISH                                                                                                 PROPOS
                                                                                                                                              TO SHOPFRONT                                                                                                                                                                                                                                                                                                                     2.69
                                                                                                                                              FOOTPATH                                                                                                                                                                                                                          CARSPACE 1               CARSPACE 2                                                Melaleuca
                                                                                                                                                                                                                                                                  LINE OF ORIGINAL BUILDING
                                                                                                                                           Co      2.16                                                                                                                                                                                                                                      RL. 2.320                                                                                                 2.92
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.95
                                                                                                                       1.97




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   3. 56
                                                                                                                                                                                                                                                                                                                                                                                     5400
                                                                                                                                              nc
                                                                                                                                                                                                                                                                                                                                                                                                                                   BUILDING TO BE
                                                                                                                                             rete

                                                                                                                               FH                                                                                                                                             12803                                                                                                                                                REMOVED




                                                                                                                                                                                                                                                                                                                                LINE OF ORIGINAL BUILDING
                                                                                                                                                                2.27




                                                                                                                                                                          EAVES OVER DOTTED
                                                                                                                                                                                                                                                                                                                                                                                                                                   DOTTED
                                                                                                                                                  Su

                                                                                                     1.96




                                                                                                                                                                                                  LINE OF ORIGINAL BUILDING
                                                                                                                                                     rfac




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      180° 00' 00"
                                                                                                                                                      333 13 m
                                                                                                        9220




                                                                                                                                                                                                                                                                                                                   9220
                                                                                                                8855




                                                                                                                                                                                                                                                                                             8855
                                                                                       NO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     10.059 m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Melaleuca
                                                                                                                                                          e1




                                                                                                                                                                                                                                                                  SHOP / OFFICE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               l
                                                                                                                                                                                                                                                                                                                                                            EAVES OVER DOTTED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Wal
                                                                                                                                                         °4
                                                                                                                                                         1.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 nne
                                                                                                                                                                                                                                                                  FLOOR AREA
                                                                                          OS




                                                                                                                                                                                                                              FL
                                                                                                                                                           6' 2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ning




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Cha
                                                                                                               2.0
                                                                                                                  0                                                                                                           2.62                                121.1sqm




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   etai
                                                                                                                                                               5"


                                                                                                                                                                                                                                                                                                                                                                                                                                                           2.33




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           rb &
                                                                                                   1
                                                                                            AD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      R
                                                                                                  203




                                                                                                                                                                                                                                                                                                                                                                                                1:10 SLOPE
                                                                                                                                                                                                                                                                  RL. 2.620




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       e Ke
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 rete
                                                                                                                                                                                                                                                                                                                                                                                                                     2000
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Melaleuca
                                                                                                                                                                                                                                                      AL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   c
                                                                                              RIV




                                                                                                                                                                                                                                                                                                                                                                                                RAMP




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      cret
                                                                                                                                                                                                                                                 IGIN                                                                                                                                                                                        2.44




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Con
                                                                                                                                                                                                                                             F OR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Con
                                                                                                                                                                                                                                            O
                                                                                                                                                                                                                                        ENT




                                                                                                                                                                                                                                                                                                                                                                                     4059
                                                                                                                                              2.06                                                                                   EXT LDING
                                                                                                 E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          3.14
                                                                                                                                                                                                                                                                  LINE OF ORIGINAL BUILDING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           4
                                                                                                                                                                                                                                         I
                                                                                                                                                                                                                                      BU




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         4.0


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       3.86
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               3.00
                                                                                                                                                                                                                                                                                                                                                                                                1:4 SLOPE
                                                                                                                                                                              WM                                                                                                                                                                                                                                                                                   Large
                                                                                                                                                                                                615
                                                                                                                165




                                                                                                                                                                                                                                                                                                                                                                                                                                        Melaleuca                 Eucalypt




                                                                                                                                                                                                                                                                                                                                                                                                RAMP




                                                                                                                                                                                                                                                                                                                                                                                                                     3235
                                                                                                                               2.10
                                                                                                        789




                                                                                                                                                     ELP                                                                                                                              EAVES OVER DOTTED                                                                                                                                             270° 00' 00"
                                                                                                                                                                                                                                                                                                                                                                                                                                                      26.003 m                        3.21
                                                                                                                                                                                                                                                                                      TREES TO BE REMOVED DOTTED                                                                                                                                                    all
                                                                                                                                                                                                                                                                                                                                                                                                                                                              ing W
                                                                                                                                                                                                                    2.23         AWNING OVER           2.39                                                                                                                                                                                      c rete Retain
                                                                                                                                                                                                                                                                                                                                                                                                                                              Con
                                                                                                                                                                                  2.18                                                                                                                                                                                                                                                                          3.96              4.12




                                                                                                                                                                                                                                                                                                                                                                                                1:10 SLOPE
                                                                                                                                                                                                              WV                                                             13133                                        ILS/150




                                                                                                                                                                                                                                                                                                                                                                                                                     2000
                                                                                                                                                                                                                                                                                                                                                                                                                            3.54




                                                                                                                                                                                                                                                                                                                                                                                                RAMP
                                                                                                                                                                                                                                            ELP                                                                               1.34
                                                                                                                                                                                                                                                                                                          3.13                                                                                                                             3.95
                                                                                                                                                                                                                                                2.54
                                                                                                                                                                                                                                     2.39
                                                                                                                                                                                                                                                                Concrete Kerb & Channel

                                                                                                                                                                                                                                                                                                                                                                                             ILS
                                                                                                                                                                                                                                                                                                                                                                                            2.5 /15




                                                                                                                                                                                                                                                                                                                                                                  ILS/150
                                                                                                                                                                                                                                                                                                                                                 1.36
                                                                                                                                                                                                                                                                                                                                                                                               7 0                                                                             SITE COVER

                                                                                                  NORTH                       2.20
                                                                                                                                                                                                                                                     2
                                                                                                                                                                                                                                                    203
                                                                                                                                                                                                                                                                    EXISTING DRIVEWAY                                                                                                           3
                                                                                                                                                                                                                                                                                                                                                                                               203                                                                                                                     % SITE
                                                                                                                                               2.19
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Name                     Area                      COVER
                                                                                                                                                                                                                                                                    Concrete Driveway                                                                                                                                                                        Site Area                286.48                       0.00%
                                                                                                                                                                                                                                                                                                                                                                                                                                                             Site Cover               128.90                       45.00%



                                                                                                                                                                                                                                                                                                                                                                                                                                                                           AREA SCHEDULE
F:\Dropbox\Dropbox Projects\1142 The Post Office Noosa\1142 Post Office DA.rvt




                                                                                                                                                                                                                                                  1 Level
                                                                                                                                                                                                                                                    1 : 100
                                                                                                                                                                                                                                                            1                                                                                                                                                                                                FLOOR AREA
                                                                                                                                                                                                                                                                                                                                                                                                                                                             Grand total
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   121.08
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   121.08


                                                                                                                                                                                                                                                                                                                                                                                                                                                              DRAWING TITLE
                                                                                 REV     DATE                  DESCRIPTION                                               SPECIFICATION NOTES
                                                                                                                                                                                                                                                       PROPOSED SHOP ADDITIONS                                                                                                                               TEL: (07) 5455 3651                              GROUND FLOOR PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               A3
                                                                                                                                                                         1. FIGURED DIMENSIONS TO BE TAKEN IN PREFERENCE TO SCALED
                                                                                  1      13-2-18 ISSUED FOR COUNCIL COMMENT                                              READINGS
                                                                                  2      16-2-18 CARPARKING SHOWN                                                        2. ALL DIMENSIONS TO BE CHECKED AND VERIFIED ON SITE BEFORE
                                                                                                                                                                         COMMENCING FABRICATION
                                                                                  3      21-2-18 BUILDING AREA ADJUSTED & POSSIBLE PARKING                               3. ALL CONSTRUCTION TO COMPLY WITH THE BUILDING CODE OF                                                                                                                                                                             [email protected]
                                                                                                                                                                         AUSTRALIA, RELEVANT S.A.A STANDARDS AND LOCAL AUTHORITY
                                                                                                 SHOWN                                                                                                                                                                                                                                                                                                       WWW.SOULSPACE.COM.AU                                              PROJECT No
                                                                                                                                                                                                                                                       LOT6 on N21827
                                                                                                                                                                                                                                                                                                                                                                                                                                                              DRAWN                                    PLOT DATE               SCALE
                                                                                                                                                                         REQUIREMENTS
                                                                                                                                                                         4. WATER CLOSET DOORS OPENING INWARDS TO BE FITTED WITH LIFT OFF                                                                                                                                                                                                                                                              02/03/2018
                                                                                   A     2-3-18 ISSUED FOR MINOR CHANGE APPLICATION                                      HINGES TO ALLOW THE DOOR TO BE REMOVED WHEN CLOSED.                                                                                                                                                                                 QBSA Lic 1160074 - ABN 81600841459               Paul Hindes 1142                         14:11:35               1 : 100
                                                                                                                                                                         5. REFER ANY ERRORS TO THE DESIGNER BEFORE COMMENCEMENT OF
                                                                                                                                                                         CONSTRUCTION
                                                                                                                                                                                                                                                       15 NOOSA DRIVE, NOOSA HEADS                                                                                                                           23 PALUMA ST SUNRISE BEACH QLD 4567
                                                                                                                                                                                                                                                                                                                                                                                                                                                              DRAWING No                                                       REVISION

                                                                                                                                                                         6. THIS DRAWING IS COPYRIGHT AND MUST NOT BE RETAINED, COPIED OR
                                                                                                                                                                         USED WITHOUT THE CONSENT OF THE AUTHOR.                                       FOR CAMMERAY INVESTMENTS PTY LTD                                                         Resort Style Residential and Commercial Designs by Paul Hindes                                                DA 102                                                           A

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