Approved Plans MCU14/0053.01

                                                                                                                                                                                          1500                                                                             13135
                                                                                                                                                                                          AWNING 190                                                                       12755                                                    190                              3000
                                                                                                                                          00
                                                                                                                                  WM                       6                                                                                                        ADJACENT SHOP
                                                                                 1.84                                                                   475
                                                                                                                                                                     3000

                                                                                                                                                               FIRE WALL                      2.13                                                                                                                                                                  FIRE WALL                                       90° 00' 00"
                                                                                                        50

                                                                                                                    200                   ECB
                                                                                                                                                                                                                                                                                                                                                                                                                     30.958 m                                       2.60

                                                                                                                                                                                                                                                                               6




                                                                                                                                                                                                                                                                                                                                                                     200
                                                                                                                                                                                                                                                                                                                                                                                                                                            2.34
                                                                                                                                                                                                                                                                                                                                                                                                                                   2.27
                                                                                                                                                                                                                                                                                                  TEA




                                                                                                                                                                                                                                   2444
                                                                                                                                         333 213 m
                                                                                                                                                                                                                                                                  DITION   N21827                                WC




                                                                                                                                                    STEP
                                                                                                                                                    STEP
                                                                                                                     TIMBER DECKING                                                                                                                        OSED AD
                                                                                                                                           11.
                                                                                                                                                                                                                                                    PROP


                                                                                                                                            °4
                                                                                                                     AND STEPS                                                                                                                                                                                                                                                                                                                               2.69


                                                                                                                                               6' 2
                                                                                                                                                                                                                                                                  LINE OF ORIGINAL BUILDING




                                                                                                                                                                                                LINE OF ORIGINAL BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     2.92
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    2.95
                                                                                                                                                   5"
                                                                                                                           1.97




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   3.56
                                                                                                                                   FH                                                                                                                                      12755




                                                                                                                                                                                                                                                                                                                    LINE OF ORIGINAL BUILDING
                                                                                                                                                                      EAVES OVER DOTTED
                                                                                                     1.96




                                                                                                                                                                                                                                                                                                                                                                                                                                                                    180° 00' 00"
                                                                                                        9220




                                                                                                                                                         ST




                                                                                                                                                                                                                                                                                                                                                                            9220
                                                                                                                    8830




                                                                                                                                                                                                                                                                                                                                                                     8830
                                                                                       NO




                                                                                                                                                                                                                                                                                                                                                                                                                   BUILDING TO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   10.058 m
                                                                                                                                                           EP

                                                                                                                                                                                                                                                                                                                                                                                                                   BE REMOVED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               l
                                                                                                                                                                                                                                                                                                                                                EAVES OVER DOTTED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Wal
                                                                                                                                                                                                                                                                   SHOP / OFFICE                                                                                                                                   DOTTED
                                                                                         OS




                                                                                                                                                                                                                            FL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ing
                                                                                                                                                                                                                                                                   FLOOR AREA
                                                                                                                   2.0
                                                                                                                                                                                                                            2.62




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      in
                                                                                                                      0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            C
                                                                                                                                                                                                                                                                   121.1sqm




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Reta
                                                                                                   1                                                                                                                                                                                                                                                                                                                                      2.33




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            &
                                                                                           AD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Kerb
                                                                                                  203
                                                                                                                                                STONE WALL TO                                                                                                     RL. 2.420




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    e
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               cret
                                                                                                                                                RAMP EDGE                                     RAMP UP
                                                                                                                                                                                                                                                        AL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        e
                                                                                                                                                                                                                                                                  (ORIGINAL RL 2.640)
                                                                                             RIV




                                                                                                                                                                                                                                                    IGIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    cret
                                                                                                                                                                                                                                                                                                                                                                                                                          2.44




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Con
                                                                                                                                                PEDESTRIAN                                                                                        OR
                                                                                                                                                                                                                                             OF




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Con
                                                                                                                                                ACCESS RAMP
                                                                                                                                                 2.06                                                                                  X TENT G                                                                                                              TIMBER DECKING
                                                                                                                                                                                                                                      E LDI  N
                                                                                                E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                        3.14
                                                                                                                                                                                                                                       BUI                         LINE OF ORIGINAL BUILDING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       4.0


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        3.86
                                                                                                                                                                                                                                                                                                                                                                                                                                                             3.00
                                                                                                                                                                          WM
                                                                                                                                                                                            591
                                                                                                                    190




                                                                                                                                                                                                                                                                                                                                                                     190
                                                                                                                                   2.10
                                                                                                        789




                                                                                                                                                    ELP                                                                       TIMBER DECKING                                       EAVES OVER DOTTED                                                                                                                               270° 00' 00"
                                                                                                                                                                                                                                                                                                                                                                                                                                     26.003 m                       3.21
                                                                                                                                                                                                                                                                                                                                                                                                                                                  ll
                                                                                                                                                                                                                                                                                                                                                                                                                                           ing Wa
                                                                                                                                                                                                                   2.23                               2.39                                                                                                                                                                     crete Retain
                                                                                                                                                                                                                                                                                                                                                                                                                           Con
                                                                                                                                                                                                                    190                                                    12755                                                    190                                                                  3.21                                3.96               4.12
                                                                                                                                                                                                            WV                                                             13135                              ILS/150                                               SMH
                                                                                                                                                                                                                                          ELP                                                                     1.34                                              3.24                                  3.54
                                                                                                                                                                                                                                                                                                       3.13                                                                                                             3.95
                                                                                                                                                                                                                                               2.54
                                                                                                                                                                                                                                                                 Concrete Kerb & Channel

                                                                                                                                                                                                                                                                                                                                                                                    ILS
                                                                                                                                                                                                                                                                                                                                                                                   2.5 /15




                                                                                                                                                                                                                                                                                                                                                       ILS/150
                                                                                                                                                                                                                                                                                                                                    1.36
                                                                                                                                                                                                                                                                                                                                                                                      7 0                                                                    SITE COVER

                                                                                                  NORTH                           2.20
                                                                                                                                                                                                                                                     2
                                                                                                                                                                                                                                                    203
                                                                                                                                                                                                                                                                    EXISTING DRIVEWAY                                                                                                                                                                                                                   % SITE
                                                                                                                                                 2.19                                                                                                                                                                                                                                                                                              Name                    Area                         COVER
                                                                                                                                                                                                                                                                                                                                                                                                                                            Site Area             286.48                         0.00%
                                                                                                                                                                                                                                                                                                                                                                                                                                            Site Cover            128.90                         44.99%



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




                                                                                                                                                                                                                                               1 Level   1
                                                                                       APPROVED PLAN                                                                                                                                                                                                                                                                                                                                        FLOOR AREA                                              121.08
                                                                                    MCU14/0053.01 4 DEC 2018                                                                                                                                     1 : 100                                                                                                                                                                                    Grand total                                             121.08


                                                                                                                                                                                                                                                                                                                                                                                                                                             DRAWING TITLE
                                                                                 REV     DATE                   DESCRIPTION                                          SPECIFICATION NOTES
                                                                                  1      13-2-18 ISSUED FOR COUNCIL COMMENT                                          1. FIGURED DIMENSIONS TO BE TAKEN IN PREFERENCE TO SCALED
                                                                                                                                                                                                                                                      PROPOSED SHOP ADDITIONS                                                                                                                TEL: (07) 5455 3651                             GROUND FLOOR PLAN
                                                                                  2
                                                                                  3
                                                                                         16-2-18 CARPARKING SHOWN
                                                                                         21-2-18 BUILDING AREA ADJUSTED & POSSIBLE PARKING
                                                                                                                                                                     READINGS
                                                                                                                                                                     2. ALL DIMENSIONS TO BE CHECKED AND VERIFIED ON SITE BEFORE
                                                                                                                                                                     COMMENCING FABRICATION
                                                                                                                                                                     3. ALL CONSTRUCTION TO COMPLY WITH THE BUILDING CODE OF                                                                                                                                                                 [email protected]
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               A3
                                                                                                                                                                     AUSTRALIA, RELEVANT S.A.A STANDARDS AND LOCAL AUTHORITY
                                                                                                 SHOWN                                                                                                                                                                                                                                                                                       WWW.SOULSPACE.COM.AU                            DRAWN           PROJECT No              PLOT DATE                 SCALE

                                                                                   A      2-3-18 ISSUED FOR MINOR CHANGE APPLICATION
                                                                                                                                                                     REQUIREMENTS
                                                                                                                                                                     4. WATER CLOSET DOORS OPENING INWARDS TO BE FITTED WITH LIFT OFF                 LOT6 on N21827                                                                                                                                                                         Paul Hindes 1142
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     13/09/2018
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1 : 100
                                                                                                                                                                     HINGES TO ALLOW THE DOOR TO BE REMOVED WHEN CLOSED.                                                                                                                                                                     QBSA Lic 1160074 ‐ ABN 81600841459                                                      15:58:34
                                                                                   B     12-9-18 ISSUED FOR DA                                                       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                                                            B