2018 12 10 amended Decision Notice

Noosa Council documents




                                                                                                                                                                                           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
Document Set ID: 20744558
Version: 2, Version Date: 10/12/2018                                                                                                                                                                                                                                                                                                                                                                                                                          Print Date: 12 December 2018, 1:13 PM